08/1491 - Response to Information Request [As Published] · 132008.1491

Page 2

 

 

 

 

  

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Response to a Request For Information
relating to
ACID SULFATE MANAGEMENT PLAN
FOR A PROPOSED DEVELOPMENT AT
51 Witta Circle, Noosa Heads

Prepared For
Middap Ditchfield Pty Ltd
By
Bio-Track Pty Ltd
7 October, 2008

781 Mount Glorious Road, Highvale, Brisbane, Australia 4520

Bio-T rack Pty Ltd email [email protected] Phone 617 3289 7179 Fax 61 7 3289 7155

 

 

 

 

Page 3

ACID SULFATE MANAGEMENT PLAN
FOR A PROPOSED DEVELOPMENT AT
51 WITTA CIRCLE, NOOSA HEADS

1. INTRODUCTION

Bio-Track Pty Ltd has been commissioned by Middap Ditchfield Pty Ltd to prepare an acid sulfate soil
management plan (ASSMP) for a proposed development at 51 Witta Circle, Noosa Heads. This study
is based upon soil chemical analysis data, site drawings and bore log information.

2. Response to Request For Information

Bore Hole Location
The geotechnical engineers (Geoinvestigations Pty Ltd) have supplied a drawing showing the
location of the test bore hole locations. This is attached as Figure 1.

Groundwater
The architects (Middap Ditchfield Pty td) have used the groundwater levels observed by the
geotechnical engineers, the bore hole focations and proposed design to prepare a drawing
showing a section with groundwater levels, footings and the swimming poo! (proposed). This
drawing is shown as Figure 2. (Red arrows have been attached to highlight the groundwater
level.)

The architects have advised the following conditions apply to the proposed development:

all proposed excavation will be above the watertable
* no structures or services will be constructed below the watertable
* there will be no requirement for dewatering

The implications are:

there will be no discharge of groundwater to the local environment
. there will be no noise associated with dewatering
* there will be no need to monitor groundwater or groundwater discharges

Ponded Water .
The soil profile descriptions indicate the soils are deep sands. Ponded water and runoff or
ponded water is not expected. The need to monitor and regulate the quality of ponded water is
not expected.

Corrective Measures
In the event of non-compliance with any aspect of the ASSMP the following measures will be
implemented:
* measurements will be repeated immediately to confirm non-compliance
construction activity will cease if non-compliant conditions are demonstrated
corrective action will be taken within one working day
in the event of corrective action failing to return the environmental conditions
to a state of compliance following action will be undertaken:

*
*
*

the local authority will be notified within one working day

a suitably qualified person will be engaged to study the nature of the
problem within one working day

the local authority will be informed on a daily basis of field conditions
ang corrective action until such time as compliant conditions are
achieved.

a record will maintained of field conditions and corrective actions

*

Bio-Track Pty Ltd 1

se

a

Page 4

Water Quatity Standards
The proposed water quality standards are based upon the following assumptions:

the project is smali scale development

the duration of exposure is short

the risk of ponded water developing is very iow

the need to discharge groundwater is not expected

the water quality objectives wilt control pH and solubte metals for most receiving environments
the suspended solids and turbidity standards are achievable for a smalt scale construction
activities where-as more stringent standards (whilst desirable) will be difficult and may be
impossible to implement

the level of mixing and dilution in the receiving waters for any small scale, short term discharge
will be very high and the probable effect on the receiving environment will be very small to the
point of being immeasurable.

ee ee

Bio-Track Pty Ltd 2

fond

Page 5

This report has been prepared by Peter Edmiston B.App.Sc.{Hons), M.Phil. for and on behalf of
Bio-Track Pty Ltd (ABN 91 056 237 275).

Peter Edmiston
Director Bio-Track

Technical Assistance
The evaluation of technical reports is sometimes difficult. Bio-Track remains available to answer questions

regarding this report. Users of this report are encouraged to contact Peter Edmiston on (07) 3289 7179 to
resolve technical issues raised within this report that require clarification.

781 Mount Glorious Road, Highvale, Brisbane, Australia 4520

Bio- Track Pty Ltd email [email protected] Phone 617 32897179 Fax 617 3289 7155

Page 6

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R&W WALKER

pRoset

PROPOSED HOUSE

Location

LOT 114 WITTA CIRCLE
NOOSA HEADS.

RAsWiNS,

Working Drawings
RFI-WATER TABLE SECTION
————————OOo

1190 Og 700e WAG

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Page 7

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Page 8

NOTES .

- Confirm all dimensions. building setbacks ancl
proposed building levels on site pnor to
commencement of constriction.

 

                                              
    

- Locate and conlirm the position of all services on
site pnor to commencement of construction.

- All construction shall conform to the Building Code
- of Austraha, all’relevant codes and Australan
. : . Standards.

- Refer to Eng's drawngs for design of wind loading,
footing and RC slab désign, bracing and framing
details.

\ - Install Kordon Termite barner system in accordance
vath manufacturers instructions and the requirements

of AS 3660.
Exsting

Revetment wall Mass Concrete Piers pronded

under Building Footings Down to oo
39 below Sewer Pipe tL: mthin Sewer seg . Loe : .

: Pipe Zone of Infuence. - sof -". + |". Connect séwer ¢ stormwater in accordance with
Refer Engmeers Spec. Counaii requirements, -

- All work to comply with DA, MCU, & Operational
Works Approvals. .

+ v4 ‘
~ Ratnwater Tank to be plumbed into all asterns and
external hosecocks . *.

 

=

 

bb Real Property Description
3 Lot 114 on N21845
5 Parish of WEYBA e .
a County of MARCH . .
g SITE AREA: 624m? °
& : x . if
SITE COVER (% of site)
oe - Ground Floor, = 311.5m? (49%)
» First Floor: 188m? (20%)
FLOOR AREAS
INTERNAL
Ground Floor 280m?
First Floor 145m
DECKS (under roof}
New Cross Ground Floor 28m?
Over to Council First Floor 25m?
Specification.
Enisting Jetty
structure ly SOFT LANDSCAPING
3m? (21.8
~ 136. {21.8%)
Oo *
& ~
~
Oo ‘

C 24/1078 = Southem Lower Deck Altered .
‘Sewer Zone of influence “

B —8/7/08~——For Pricing & Construction

A 4/7108 —_Bullding Approval

(SSUE DATE OETALS

‘This drawing is subject to copyright and cannat be rapmduced in
‘whole or in part by any medium without the written permission of

Mass Concrete Piers Architects oe
Walbounto bow _ MIDDAP DITCHFIELD Pty Ltd
Sewer Pipe It. ‘Architect Rag. No.~ P Widdap - OO1SSO T DRtchteld - 002195
Refer Engmeers Spec: abun 49 086 468 708 .
Cnr Mary and Thomas Streets
NOOSAVILLE QLD 4568 .
Ph - (07) 5474 0877. Fax - (07) 5474 0906
CLIENT
R & W WALKER
PROJECT ~
: PROPOSED HOUSE
: : Soa LOCATION .
ms , : LOT 114 WITTA CIRCLE
«NOOSA HEADS .
, . DRAWING :
. Working Drawings -
Site Plan fe
scale date drawn
1:100  July2008 KA

. Dwgne.  *
. : / » 0729 WD 1.03 C

 

 

 

 

 

 

1820

 

 

30.614m 150°43'05"

Exsting Sewer
Main Zone of
Influence.

   
   

 

 

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water, tank

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og Fall Floor * jn
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Deck 5 FFL to
match Existing
Jetty FFL

C —24M0M8 Storage & Canal Elevation
B 8708 ~—_—For Pricing & Construction
A___478 —_Builkding Approval

(SSUES DATE CETL.

Set back Bk rk vi
200mm to Allow mami
200 jor Pool Shell s\ _—mne Poo! | | Pool Shell.

i °

 

 

 

 

 

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5490

 

 

Et —
‘This drawing Is subject to copyright and carat be reproduced tn
‘whole or in part by any medium without tho written permission of

Architects
MIDDAP DITCHFIELD Pty Ltd

“Architect Rag. No. P Middap- 001880 T Dichfiok! - 002105
abn. 49064466708 =
2 Cnr Mary and Thomas Streets
a ae? : * NOOSAVILLE QLD 4566
.. Ph-(07}5474 0877. Fax - (07) 5474 0806
Erne ~ design@mactare. comau

 

 

 

 

 
   

30.614m 150°43'05"
Busting block wall .
Deck over

at e
50 of

R& W WALKER .
PROJECT
« _PROPOSED HOUSE
LOCATION _
LOT 114 -WITTA CIRCLE
1 NOOSA HEADS
Heme . mo DRAWING ~~
a Working Drawings
. : : Sub-Floor Plan
. oc : scale = data drawn
. : ~ 1100 July 2008 - kas

  

 

Proj no. *
+ . 0729. WO: 2.01C

   

 

 

 

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Page 12

   

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Flourescent Lighting
8180 3700 | 3210 | 3330
1
Required:
; | 40% of 407m? -
(% of Total Floor Area)
Achieved:
46.6% (189.8m?)
Beh : : ar : : a
‘ Sister PS ct ce oe
1
(a) he Sh oi La iL © a P .
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8 At ! "
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Pare Robt Over ae. id oer Ac Condenser
os

   

 

 

 

 

 

 

 

  

   
  
 
 
         
    
   
     

  
   
       
  
 
 
 
 

LEGEND

t= Surface Mount Twin Tube
Fluorescent Light

(Recessed twin Tube
Fluorescent Light

, © Grater Puorescent Light

@® Pendant ight

O Surface Mounted Light

OSL Sensor or light =

© 12V Recessed Downhght

© = Phorescent Recessed Downhght

OLED LED Floor Light

@ (12V Garden ught

“D  12V Watl Light, heaght finalsed on site

D112 inwalt ight - 300 above FFL

{ 12V Spot ught
Exhaust fan - ceshng mounted
Light / Heater / Extractor umt

Cetkig Pan
@ Smoke Detector (Hard Wired)
. «© ” Awe Conditioning Register

Dp + Permanent Power Supply
D- Power Outlet -
LU Double Power Outiet - 300 above FFL

De Mah level’
Double Power Outlet - Above Bench
Dg extemal Double Power Outiet
4 TV Ovtlet - antennae (digital cable)
PTV (Pay TV) a
4 TV Outlet - antennae (digital cable)
FIV (tree to Air TV) -

4 Telephone - Data R45 (Cat 6 cabled) |
BV Vacuum Wall Outlet

Dy Fog off winng to mirror

x Light Switch

x2 2eway Light Switch

x20 2-way Light Switch wath dimmer
%3— B-way Light Switch with dimmer
xD Dummer Switch

xf Fan Switch

Ontercom Intercom

© _insinkerator

OGD Garage door switch

Meter Box / Sub board

@ Weatherproof junchon box
NOTE: .

Final position of all switches and electneal “
fittings to be determuned on site. *

> ®

C — 21M0B Deck 4 & Deck § Lighting *e
B —-8708~—For Pricing & Construction *
A 4978 __ Issue for Bulking Approval

SSUE ATE DETALS

“This drewing Is subject to copyright and cannot be reproduced in

._ whole or in part by any medium without the written permission ot

Architects
MIDDAP DITCHFIELD Pty Ltd

‘Archtect Rog. No.- P Mididap - 001850: T Ditehtold - 002195
abn, 49064466708

Cnr Mary and Thomas Streets
NOOSAVILLE QLD 4566

Ph - (07) 5474 0877 Fax (07) 5474 0906

Email - design preadser.com.u

 

CUENT ‘
* R&W WALKER

PROJECT

, PROPOSED HOUSE
LOCATION .

LOT 114 WITTA CIRCLE
NOOSA HEADS

DRAWING

. Working Drawings

Proj no.
~ 0729

Ground Floor Electrical / Lighting
scale date ¢rewn

1:100 July2008 —- KAG

Dwg no.

WD 2.08 C

 

Page 13

 

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Balustrade Sliding Gates to:
Type | | Kayak Storage. |

SOUTH | ELEVATION

   

Timber Framed Shading Gates to
Stairs Kayak Storage.

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at Building Spreader :
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3 po Exsting Block Wall

         

 

   

         

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

    

 

    

 

          

  
          

ffl 2.865m PeeMEaen = = cee eM] _
“FFL 2.7 15m ES =
Garage
‘ | |
: [ Papel Litt Garage Door = L- Waterproof and Render Boundary Exsting
Li ===, |NORTH ELEVATION mils timber Stas,” | Boundary Wall and Garage Wat Jencwon
| | i | |] Refer Section G-G on Dwg WD4,03
8m Height at
Front Fence
-{
Be
58
fk 6i65m OS\_  _ FSS Ra Ut _ SL _ eS I dd eee
Slee
gf th 2.865m feo ——
FFL 2.7 15m Meter box . as,
Garage oj Siding Gate. Ann
! Feame with Timber Slats.

| ° (NORTH) FRONT FENCE ELEVATION

ly

 

me ma awe
*
pew ’
, #
3
(EH) Rendered Concrete
GB Rendered Blockwork
GE) Fibre Cement Sheeting

with Cover Battens

C 2410/08 South Elevation & FFL's

B 0807/08 For Pricing and Construction
A___OA/08/0B _Bullkting Approval

ISSUE OATE OETARS

‘This drawing ts aubjact to copyright and cannot be reproduced in
‘whole or In part by ary medium without the written permission of
Architects «_
MIDDAP DITCHFIELD Pty Ltd
‘Architact Reg. No. - P Midktap - 001850 T Ditchfietd - 002185
e.bn. 49 084 468 708
Cnr Mary and Thomas Streets
NOOSAVILLE QLD 4566
* Ph- (07) 5474 0877 Fax’- (07) 5474 0906
+ Email - design@madart. com
CLIENT ,
R & W WALKER
PROJECT
+ PROPOSED:HOUSE
LOCATION
LOT 114 WITTA CIRCLE
NOOSA HEADS
DRAWING
Working Drawings
Elevations - North & South
scale . date drawn
4:100  July2008 «= KAG
Proj no. : Dwg ro.
0729... WD3.01C

 

 

 

 

Weatherboard toe ne

Page 15

 

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Page 16

 

100
‘ tet
uy
or 4 Vy
Timber Top Rail a

& x 40mm Aluminum Flat Bar
Recessed into Handrail.

CFW to SHS Posts. Counter Sunk
Screw Fuang Timber Top Rail.

Typical Balustrade
Type t

Ao
AH
AO Shs Aluminum Posts. ——————}
10
» 10 Shs Aluminum Balusters.

Even Spacing Between SHS

Posts. (Max Spacing

125mm). CFW Fring to Flat,
. Bar Rails, ——————__} 1

130 x 32
Timber Decking

Alummum Battens
on Spacers tor <
Fall in Slab n>

 

. RVI

 

 

 

 

 

  
   
    

J

1000

 

 

      

 

 

      

   

 

 

 

 

 

 

 

 

 

 

 

 

 

     

~ 8
8
| ___ 8 x 30mm
Aluminum Flat Bar
Suspended Conc. Slab | omic
as per Eng. Spec. Serew Fixing
~~
aa
t—~
t~
c~ Decting to
i™ Continue Around
= Front of Deck
> 25 x 50 Alummum
. . Vertical | [74 RMS Spacer.
T Slats} CO
Centor Al4 Pr
, : Arrtrack i
: Sheng Gate.
. Metal Framed :
with Vertical
. Slats to Front.
Slicing Gate. —) Hew Kayak Storage Slab
Metal Framed to drain Over top of
with Vertical Revetment Wall
Stats to Front. SECTION H - H
-----+---- = Seale 1:5
Slab'7-Pookmigs'as par” 7"
“Engineers ‘Spec. :
(No Bearing Pressure ”

   
 
    

to be plaéed:on Exesting..-

I
\
|

wl

Existing {

Revetment Wall {

! Revetment wall): mt |

i
1

  

 
   
     
    
   

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nT

AC Gnille

  

8.0m Height
——

 

 

  

Livin Living 2

    

  
  

      

Kayak
3 rage

  

Storage Storage

    

 

 

 

    
   
      
   
 

Storage.
Do Hot Undermine = <=
Existing Blockwork
Footng.

Do Not Undermine
Exsting Blockwork
Footing.

Compacted Sand
Bedding with
Waterproof Membrane.

     

     

roved Waterproof Storage Slab FFLs to be Finalised on Site.

mettbrane. Agncultural (Related to Top of Revetthent walt and dompacted Sand |
SECTION A- A. Drain Pipe. jJetty ievels.) edcing vath | SlabsyFootings Indicative Ont
! I | 5e Refer Engineers Spec.

aterproot Membrane.

 

8.0m Height ee —~__ Le

  
    
    
   

Lae)
©
re
le

 

 

 

 

 

 

 

 

T Do Hot Undermme
misting Blockwork
Footing.

 
     
 
 

 
    
  
 
     

 

SlabsFoobngs
Indscative Only.
Reler Engineers
Spec.

SECTION B-B |

Exsting Blockwork
Footing.

  

 

 

| Pool Structure Indicative Only.
Refer Engineers Spec.

| 1

 

 

 

 

 

Plasterboard Lining
Rendered Concrete
Rendered Blockwork

Fibre Cement Sheeting
with Cover Battens

Weatherboard -

c 21/1008 — FFLs Altered, Section H-H Added
B 0807/08 For Pricing and Construction

A 4/78 Building Approval

SUE DATE DEVAN.

 

Nee EE —e
This drawing is subject to copyright and cannot ba reproduced in

whole or in part by any medium without the wittten permission of

Architects
MIDDAP. DITCHFIELD Pty Ltd

Archiinct Fig. No. - P Miditap - 001850. T Ditchteld - 02195
a.o.n. 49 064 466 708

Car Mary and Thomas Streets
NOOSAVILLE QLD 4566 :

Ph - (07) 5474 0877 Fax - (07) 5474 0908

* Erma ~ design@maderccomay

 

CLIENT
.R&W WALKER

PROJECT

PROPOSED HOUSE.
LOCATION. |”

LOT 114 WITTA CIRCLE
NOOSA HEADS

DRAWING

_ Working! Drawings

Sections A-A & B-B & H-H
scale date drawn
1100 July 2008. KAG

Praj no. Dwg no.
0729—~Oi«; WD 4.01 C

 

Page 17

 

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Page 18

  
  
 
 

42 x 42 Expressed G)
Cover Battens.

8.0m Herght

Opemnas wn Wall-

    
   

 

 

 

 

 

 

 
 
  
   
 
  
   

      
   

   

   

i ee ~-_ _——  — CU t *
ER oR TO ES are fos) SESE OY eT - woe toms
Spitter from der
offigiesm J Jo ee ne a A net |} J] et Ot LL
2
, 3 .
oe 8
* 80mm Topping Stab ia ‘
Graded to Door: . : ‘ > : ”
_. Double Garage_|__ _| __ | Store 1 _ Livin . 1S tek oe .
= reco CaaS TTT + lee * : ye . .
LECLEGE4 : ' , ot t.
Lien : * ' ne

Easting Jetty

   
    

Water Tank
60.350 litres

    

      

  
   
   
 

Approved Waterpa Corkpacted Sand Approvdd Waterproot x

  

 

  

   
    

      
    
    
    
   
   
  
     

   

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

   

 

 

     
 

 

 

 

 

    

         

 

 

 

 

 

 

 

 

{
!
membrane. Ageiculturé Bedding with j inembeane. Agricultural wer
Drain Pipe. Waterproot Membrane. Orain Pipe: Compacted Sand Rewetoent Wall
t Bedding with .
Approved Waterproof Seal ! Be ch
to Inside of Water Tank. SECTION E-E ! aterproof Membrane |
: ' : i . 3 . : . ;
. . 2
5 1Omm Hebel ‘
ne Render to 8.0m Height .
3 Boundary Wall a TTT TTT TT TT ee
3 4 Garage Wall - a
oO -
. Continuous =
Waterproof
membrane to top
and sides of
Boundary Wall
and Garage Wall : 410
a ~ Junction, 6.02,
- ? 7 _ _ Plasterboard Lining
t tmmrt — on ea — = = i, - esas chong. _ +e = > Rendered Concrete
y | $4] — ze > 2 Rendered Blockwork
as if New
jf |} _ 3 a 4 :
Zl a =|$3 _somm Topping Slab EIS B 53 Crossover Fibre Cement Sheeting
| =F a} g € 38 Graded to Door. 3 315 Eploured with Cover Battens -
2 § 3 iS = FFL2.7151 Weath
LL — —|— EPs a —_—~ — — — ——|*E 4— f. — Jo = Double Garage. 2 Garage " Driveway eatherboard .
TET TOT EE = SS SSS = PTE =
x S be a “ison , C 21/1008 —FFL's Altered, & Sections
ey Oe 8 — 08/7/08 For Pricing and Construction
| CCompacted Fill 7 a he ‘A 4/7108 Building Approval
New Garage Block Wall Existing Revetment Wall. Reler Engineers 4 60.350 litres ith x TSSUE DATE DETAILS
Wall Height - in x Spec Slabs/Footings indicative Only br HL Sproved Waterproot a
Average Maximum from , - roved Waterproof SS SS RY membrane. cultural ‘This drawing Is subject to copyright and cannot ba reproduced in.
.. Existing Ground Level. x SECTION F -F membrane Agricultural REE Dean Pipe. Agneultura ‘whole oF in part by any medium without the wrtien permission of
, ve ran Pipe
Bou ' P Approved Potable Waterproo! Architects
ve Seal to | £ . . |
80mm Topping . eal to Inside of Water Tank - .  MIDDAP DITCHFIELD Pty Ltd
lal Adee ‘Architect No. = P ida - 0011 Ditcdrfiokd ~ |
Door. Existing 2000mm oe aun e088 8708 aa = oe
. High Biock Wail . . . oC oe * ont Mary’ and Thomas Streets
. ns a “ : ¥ NOOSAVILLE QLD 4566*
. Garage RL2 / e a : 4 ,,, P= (07) 5474 0877 Fax - (07) 5474 0906
vt “ "<Email - [email protected]
' CUENT an
Existing Ground Line R&WWALKER . >”
CON ON TE ~ 77 PROJECT _. a
RORCRCE OS ;PROPOSED HOUSE.
ON ~\ NS SS SS _ “LOGATION ** an
DLL IY / LOT 114 WITTA CIRCLE
oy — LO . NOOSAHEADS
-_ SLL YOY DRAWING ee
Ror YZ | New Footing / | eoctma Foot CL Working Drawings :
a , ! xasting Footing. i _ .
OY Z| elses esate, SECTION G-G SecionsEE BFF AGG
rs SS cer Enameers Indicative Only) Scale |: 10 scale | * date crewn
OG | oo | Vn 4:100 !- Juty 2008 KAG
Rea 5 0729 WD 4.03 C
VIS»

 

VS a are ADT III DI

i + . v

oon

Page 19

 

Roof Battens -

     

75 x 36 Hwd @ soan(0)

Root Sheeting
Refer WD2.06 -

 

  
 
 

 

 

 

Metal Barge Flashing

 

 

 

     
   

 

 

  

    

    
     

 

    
    

 
 
    

Root Sheeting

Root Sheeting
Refer oe]

Rafters|- Refer Eng. Spec.

i

 

Roof Battens -
75 x 38 [email protected] - Half
round Gutter

 

   

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

  

 

 

 

 
    
  
     
 

 
   
      

    
  

   

 
      
 
         
   

   

 

  

  
  
   
 
 
 
 
 

 

 
  
   
  
  
   
    
 

 

 

 
 
  
   

 
 
 

 

 

 

    

 

 

 

 

 

 
  

 

  

 

 
 
  
        

      

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

4

 

to match gutter. Fascia Board - 230% 25
i Pink Primed Treated Pine.
b 75 x 25 Pink primed ee H- > roo7 tte
R—! sized fascsa board. eat back rafter to 120
Outriggers - Fit Flashing to Saw cut jor overhang. . *
Reler Eng. Spec. Rebate ( No Screw Foang) Outngger duspended i
eli
Fascia Board - 230 x 25 "3 Raking Sotht.
= =Pink-PrmedTreatedk Pine. ———_ Shot Edge Boards.
: Cut back Outnager to Support @ 450ers, .
Rafters - Refer 90mm Stud 120 for overhang.
. Eng. Spee Wall. 20 x 19mm Raking Pine Sotht Boards.
ine, = 5mm gaps maxmum. Support @ 450crs With 42
Gethng Baticins DETAIL 1 max’ with 36 x SO Ceiling Battens. Seale | : — «2 Cover oe : 1
Pine @ 450ers.. ‘or Hal attend. 5. .
a Cupboard ran a
PART DETAIL 1 gh | eSety ana Pee, oe
, 3 Finishes Reter . , vo, Te
(c) Barge Flashing Detail WDS.04 oo : .
—— .
20mm Stud : . “8
Wall. an i
PB with 42 x 42
Cover Battens.
20mm Timber g
FC with 42 x 42
Cover Battens.
‘ 3 FELG. 165m
T & G Flooring, .
(Secret Natted) a il
35 x 70 Floor ~ Flashing
Battens @ 450crs behind FC
— SH} — — [LL Lf Same Plane as FEL G165m Root Sheeting Refer WD2.06
a 7 os -— Roof Battens -
(Secret Nailed) + Suspended Gancrete Slap 75 x 3B Hwd @ 00ers,
90mm 35 x 70 Fl +48 Rer-Engineers Spec. + - = aI alt a Re Strateo - Malf round Gutter
x loor ers - Refer Eng. Spec.
rest Battens @ 450crs. TD) Ra} Suspended ") roscia Board . 230 x25 BB Plasterboard Lning
, Suspended Ceiling ' + a Pink Primed Treated Pine. (Rendered Concrete
ng wo
e 20 x 2mm Raking Pine Sofft: GB) Rendered Blockwork
Boards. Smm gaps maximum.
Cone. ° peor Gop DETAIL 2 ( Tiles to Wrap we24 Support @ 450crs max’, Tere Cement Sheeting
Slab, Around Sill: 42 x 42 wndow |
surround Weatherboard
Seale 1:5 For Laundry t+oe_L_e
Cabinetry — ---
! Finishes Refer Lciothesine.
WD5.01
Timber Top Rail.
oy 10 vm ; Flat Bar Splashback c 2110/08 FFLs-
x 40mm Aluminum Fla .
Recessed into Handrail. CFC to | Tiles B o7maioe Fae Pricing and Construction
SHS Fosts. Counter Sunk g 20mm Stud Wall, Sue ate TAR
Screw Fixing to Timber Top Rall Wo7 Q] | Benchtop eee
Cleat Fix to Pool Deck 19mm 1 & G boards Dryer J
10 Shs Aluminum Balusters 130. 32 Tap on Architects om
1 4 Pool Fence { Similar to x imber 35 x 70 Battens
Balustrade Type !) Decking on @ 450ers »MIDDAP DITCHFIELD Pty Ltd
. Aluminum Battens «+ Architect Rog. No. + P Mkidep - 001850 T Otichfield - 002195
. 130 x 32 Timber Decking on Spacers for = Aluminum . ‘a.b.n. 49.064 465 708 “ 4
on Alumnum Battens on, * Fall in Si Flashing, Aluminium «+ Cnr Mary and Thomas Streets
ae Spacers for Fall in Stal Frame . NOOSAVILLE QLD 4568
— Be6es af - x * 2 Ph - (07) 5474 0877 Fax - (07) 5474 09068
Z “a —— : [130 x 32 Timber Ema « ‘ov
50x 90 — = Toncrete Slab as P It ’ Decking Sek Graton
Timber Fascia : Concrete Stab as Per Engmeers Spec... Floor Alumnum Battens on RaW WALKER
. Engineers'Spec. . Tiles: o for Fallin Stab
25mm 3} _| = 7 FOTIA ~ 7 Ft FFL2.6@5m 4 Spree tora - Peoiecr :
“ora VEGI hee LE 7 ; _. PROPOSED HOUSE
Battens aE IR IENRIERERR RE Footings: Inaheative. Lf. a “ “LOCATION” 7% 7 > +
CORO Fo | -Retertngneers spee.| 77 Z as : LOT 114 WITTA CIRCLE
- LISP ss el ZS VLE LEELA 777 NOOSA HEADS
_ Pool Shell as KB—S$RIRSIESIEIES RES GRRE SA RY C- 1 2g Z Lg a OL. pawns
Spee JARRE DETAIL 4° RRRAX GLEE. iY ‘f: Working Drawings
" Yo) j INA Construction Details 1, 2, 3, 4,5
KS XR OY : 4 Const 12,3, 4,
> SS Lo SINNER | ce ae a
WN \ RTT ION EN. . 7 Saale: dats awn +
| RREERERRORRLORCROR La 20 uy2000 KAS
"3 ENERARKARARAARAKAR NE TW
‘ f SSSA BPSD rato Dwg no,
. 4 DETAIL 5 072 WD 6.01C -

 

 

mK

Page 20

a

Metal Barge Flashing
to match gutter,

      
 
 
       
     
  

75 x 25 Pink
primed sized
fascia board.

=. Ratang Sofht.

' Shot Edge Boards,
[email protected] x 42 Timber

surround

 
   
  
 
     
  
     
       
    

 

Ex 150%75
+ HWD Head Board

© with Channel for
: . Sliding Shutters, —

 

 

  
 

%
DETAIL 12

 

 

Ex 180x75
HWO Sill Board
with Channel for! AN
* Shading Shutters ie
Balustfdde .
Type'2
ro Z|
yor. 8
fy

tot
ys Flashing

   
   
 
   

 
  

prrter Cutler
(Next to DP)

 

 

 

 

 

     
       
  
  
   
   
   
   
 
   
   

 

   

 

 

 

 

 

 

 

W67 -|
. \- Suspended | LLaminated HWO Sill
> Conerete Slab as Board with Drain
WET. per Engineers Spec. Holes.
DETAIL 7 18mm 74
Boards

. FFL 2,865m

Slab as per |.
Eng! Spec.

   

35 «70
Battens

— Centor Al4

Auctrack,

{Siding Gate.

Metal Framed wth
Vertical Slats to Front.

 

 
  
   
    
 

  
  

  

on G07 _— ch
* oo . 4
* Top of New Deck to “130 x 19 Timber _-
Match Exsting Jetty. * Declng oe
Existing + * Deck Joists to Cantilever ‘Jowsts 0 a Spacers for
Jetty « over Revetment Wall. fare

 

 

 

 

 

CLAD DEL aoe
COVKOSSaKs

7

  

Existing
Revetment
Walt

»
Slab / Footings as per Engineers Spec.
« (No Bearing Pressure to be place on |

. , ‘ f° 4 '{€xsting Revetment wall. )

a DETAIL 6

. " i *

4

 

\.

   

Stratco - Hatt
round Gutter

    
   
 
 
 
   
  
  
     
 
 
 
      
      
   
 

 

g €-— Ex 225 x 25-Pink

Primed Pine Fascia.

Ex 150 x 75 HWD
ae Perimeter Board

 

42 x 12 WRG tek
. | "> battens spaced to" | .
' suit each door panel hs

Black flyscreen
behind WRC battens

Custom made panel
ft door clear anodisd
aluminum finesh

Hote: aun. 2700 clearance requred

Double
Garage

 

 

 

 

 

Colored conc. gred conc.
OPPING Ts Plasterboard Lining
Rendered Concrete

Rendered Blockwork

 

Fibre Cement Sheeting
with Cover Battens

Weatherboard

C 24/1008 FFL8 & Sect 6 Altered.

: : Batystraded Detail Removed.
oY , B 07/08/08 For Pricing and Construction
Potable ———_____-J SLUT A NA NA
Waterproot YL GY) 1SSUE__OATE DETAR.
membrane. SLL GD "This drawing f subject b copyright and cannot be reproduced in
She ‘whole or in part by ry medium without the written permission of

       
 

17 Sl. _ Architects

ZAM Sub-Floor » MIDDAP DITCHFIELD Pty Ltd
/Structure as Per . , Arohitoct Rag. No, - P Middap - 001850. T Oitctifio - 002185
Uf CEnqineers Spec. _ 7) eb. 49 064 488 708
. Cnr Mary and Thomas” Streets
. - NOOSAVILLE QLD 4566
: "Ph. (07) 54740877. Fax - (07) 5474 0908

 

 

CUENT
“membrane, R & W WALKER:
PROJECT
PROPOSED HOUSE

LOCATION

LOT 114 WITTA CIRCLE
NOOSA-HEADS

DRAWING

Working Drawings
“ Const'n Details 6, 7, 10, 12,
‘cal data - drawn,

1:20 May 2008 KAG..

Proj no. Dwg no.
. 0729. . WD 6.02 C

Free Draining Bactill

Agricultural Drain Pipe,

DETAIL 10

‘

 

 

Page 21

     

           
   
  
 
 
 
 
 
 
   
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

       
 
 

 

 

 

 

 

 
     

 

  
 
 

 

 

 

    

 

 

 

 

 

 

 

 
     
 

 

 

 

 

 

 

 

 

 

 

  

 

 

 
 
 
  

 

 

 

   

 

 

 

 

 

 

 

 

 

 

  
 
     
   
  
   

 

   

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 
   
   

 

 

   
  

 

 

 

 

 

 

 

 

 

 

 

 

mo» r - ae , :
* . . .
(s)
Metal Barge Flashing Fascia Board - 230x25 (Blanket
to match gutter. Pink Primed Treated Pine. Insulation -
Zee - Roof Battens -
75 x 25 Pink primed 75 x 38 [email protected] fascia board.
Fit Flashing to saw cut a Stratco - Halt
rebate. (No Screw Fran) | . round Gutter
« Me a: . . . oo.
Raking Soffit. | ft = ~ _ FZ -
Shot Edge Boards.
Support @ 450crs. |
Outnggers - d
Refer Eng. Spec. | FB 42x42
x
42 x 42 Timber FOE cover Tintber Surround
surround | battens
. LL (4? x 42 Timber —————— 7 _ _ _
-DETAIL 8 wa " suriound FSS]
: wag
~ \{-—— Corner stop oy
t Root Sheeting
Flesh, * — F-(0)
ering HWD Posts,
Flashing
Block i a2 nae
HWD rails
Rebate .
: é ’ a
Fascia Board 3 .
ral
i
j 4
3 ;
3
Seale |: 3
3! -
g
PART DETAIL 8 : craps
<
a FC sheet
‘Barge Flashing Detail g retmeenpsts—
2 .
g * Plasterboard Lnng ”,
HG] Rendered Concrete
Balustrade Type ! ——} & a Rendered Blockwork
Mitred corner
[EE] Fibre Cement Sheeting
Conection with Cover Battens
DETAIL 9 GB) Weatherboard
©  21M08 —FFLeAtered 4 aes ‘
B 07/08/08 For Pricing and Construction +
A NANA vp
10 SHS alum, balusters at SSUE (DATE OGTALS. .
approx. 1OOmm centers. ‘Tmamrg baled D capuNadonabemmeneen
(evenly spaced between posts) schoo part by ary mod wioud te ween permission ot
3 12 x 30 flat alum. bottom rail fully * “Architects va
| welded to posts + balusters. : , 8
+ : “MIDDAP DITCHFIELD Pty Ltd
40 SMS alum, post ———____J 1 : ty re Pap ha Pug -cnsd Fontes 21
65x 65 Side cleat to : 7 . “ fos fbn, 49084 468 70 ee
alum. posts. Screw fixed so “ so : Cnr Mary and Thomas Stréets
Le through steel stringer into :- . . NOOSAVILLE QLD 4566 .
L oP ak tread. woe - : Ph - (07) 5474 0877 Fax - (07) 5474 0906
a : coe . i ‘Email - [email protected] 5
o| :
fr stnnger plate to block e 65mm timber treads : CLIENT
wall at tread locations to 65mm Timber Treads . . R & W WALKER
conceal lings Ll | : PROIECT. :
| 250 x 12 Hat steel . PROPOSED HOUSE ai
4 oe. plate stringers. a . LOCATION . *
4 e J Epoxy paint fnsh : . LOT 114 WITTA CIRCLE
Fe | L steel f me NOOSA HEADS. ' 5
. tee! flat. bar supports lyon DRAWING thy
(150 x 75) rebated into i .
treads - welded to star Working Draws 89.11
supports. ristruction Details 8, 9, .
DETAIL 1 1 Steel flat bar 250 x | 2mm Flat. 7 ‘ “seale aate ‘crawn =
Main Staircase Detail supports (150 x 75) Steel plate Stongers Main Staircase - Side Elevation = 4:20 May2008 = KAG
Seale 1:8 rebated into treads to Eng's detal. Seale 1:5 Peano, Dwg no,
7 * ‘0729 ' WD 6.03 C
’ . - -
» .

 

Page 22

    
 

Living 1

Dining

UPVC bolted
trap screw

 

CO/IO TO SURFACE

NTS

1. All pipework 100 unless noted otherwise

2. All concrete surround grade N20

3. Provide the principal with accurate records
of i.o.s. locations upon completion.

 

 

Provide connection for
is’pool b’wash as per
detail design

Typical:
Use frog flap

 
  

Existing Sewer MH
NH08/03/04
LL2.19

1LO.31

    
      

Inground Concrete Water
Tank Under Garage.
Total volume 60,000 L
Refer Arch spec.

Existing HCB
HCB 6.99 (10)
Offset 1.50
IL1.060
SL2.290

°o
°o
Ss

Discharge grated drain &
Overflow from tank to

K&CH as per detail

30.614m 150°43°05"

 

STORMWATER & SANITARY DRAINAGE
GROUND LEVEL
PLAN

2000min

 
     
      

Hot Dip Galvanised Kerb
adaptor to match kerb
profile

joundary

Title

  
    

Tundish

eae

450

Pool backwash

 

Notes:
1. UPVC pipe to be 100mm heavy duty DWV
class SN6

x 75 x 6mm Galvanised
MS section

 
   

External

gully and riser

2. All steel works to be hot dip galvanised

3. All joints on PVC pipe to be sealed with
solvent weld cement (type N or P), or
rubber ring joint.

Connection fitting

Fitting for connection of 100
uPVC pip to 125 x 75 x 6mm
IMS section

SWIMMING POOL B’WASH_DETAIL

TYPICAL CROSS SECTION OF STORMWATER TO KERB

 

 

FIXTURE DISCHARGE
PIPE DIA.

 

 

 

PITT TIT TIT E

New architectural layout 31-07-08

Issue Notes Bate]
For Development Approval

or Building Approval
For Tender

 

or Construction

re
So
7
&

As Constructed

a3 Gonstruction fiydraulic
Baulliding Service Engineers

   

contact: Reinhold Koenning MigAust RPEQ No 7023

PO Box 1176
Buddina QLD 4575
email: [email protected]
www.conhyd.com

PH: 5444 8645
FX: 5444 8224

ARCHITECT :
MIDDAP DITCHFIELD Pty Ltd

 

PROJECT:

51 WITTA_CIRCLE
NOOSA HEADS

DRAWING TITLE:

STORMWATER
& SANITARY DRAINAGE
GROUND

 

Design| RK _|Checked]

 

 

SCALE: 1 : 100

A
RPD:— Lot1140nN21845

Page 23

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