Appendix B - Existing Approval Documents

Page 2

Noosa Council documents




Document Set ID: 20703106
Version: 1, Version Date: 20/09/2018   Print Date: 3 August 2021, 9:54 AM

Page 3

Noosa Council documents




Document Set ID: 20703106
Version: 1, Version Date: 20/09/2018   Print Date: 3 August 2021, 9:54 AM

Page 4

Noosa Council documents




Document Set ID: 20703106
Version: 1, Version Date: 20/09/2018   Print Date: 3 August 2021, 9:54 AM

Page 5

Noosa Council documents




Document Set ID: 20703105
Version: 1, Version Date: 20/09/2018   Print Date: 3 August 2021, 9:54 AM

Page 6

Noosa Council documents




Document Set ID: 20703105
Version: 1, Version Date: 20/09/2018   Print Date: 3 August 2021, 9:54 AM

Page 7

Noosa Council documents




Document Set ID: 20703105
Version: 1, Version Date: 20/09/2018   Print Date: 3 August 2021, 9:54 AM

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Dormer window

WEST ELEVATION -.

  
  
 
   
      
 
     
 

Lattice

 

Timber

 

 

 

 

 

 

Units 2&3

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EAST ELEVATION

glass louvres

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- Units 2&3

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- BUILDING PERMIT No. <4

 

 

 

 

 

% Mary,
SMIRE BUILDING SURVEYOR DATED .¥.A. EMILE -
Scales Revision vetails By Date Projects STAGES Drawings Drq.No Dates Architects
a . 3 DWELLING UNITS : SIMON REED Suite 19 Tewantin Plaza °
ts106 vp rlne efneat, Tewantin WORKING ELEVATIONS — 9 Ath Jan '85 Tewantin Qid 4565 <p
DRAWING - Tel: (071) 498 280

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 10

 

 

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Corrugated Steel Roofing Full Height Timber

   
   
   

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ObrAN ED

Timber Trellis SOWAL OF THE S

NORTH ELEVATION
BUILDING PERMIT No. LEZES

DATED . 6/69 LE

  

SHIRE BUILDING SURVEYOR

 

Scale Revision Details: | By:| Dates Projects STage: Drawing: Drg-Nedq Dates Architect:
IMON REED
1: 1006 3 Dwelling Units ~—————yORKING “7 | ELEVATIONS ~~ ~~~) 8 “ath Jasn "85 s

 

 

 

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e,eugenine, Seg? | ot Sub § on RP 57456 a
Noosz Junction @.4567 (orig. Allaé 2 of Section II TT 90
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Page 12

 

  
   

Dormer Window
in roof

  
 
 
    
   

  
  
 
 
 

LIVING ROOM||BELOW
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Balustrade

   

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Note:. Dimensions generally as:for Level One

 

 

 

 

 

 

 

 

 

 

Scale: Revision Details: | By:| Date: Project: Stage: Drawing: Drg.No.| Date: ——-
| See hEY SHALES WORKING whee 10 Suite 19 Tewantin Plaza :

 

 

 

 

 

 

 

 

 

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BUILDING PERMIT No. LEZES |

  
       
    
  

 

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== Revision Detaier Byr] bere: Project: Stage: Drawing: Dre Nol ~~~Dater~— J Archiretts) ¥./ 04719

: reed fod. «| 3, DWELLING UNITS” wee ee tee |e ee -, .. | SIMON REED OSC _- a

Se : ate ee See wantin | werking= PUAW 3 ~Jan 1985 Suite 19 Tewantin Plaza = ~~ oO.
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; I I 250 Dian. | - il -3e0 3270
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- ; uo BUILDING PERMIT No. MES
s - i i ‘SHIRE BUILDING suAVevoa DATED .K.1..¥/19, EE
Scales Revision Details [By Date Projects: Stage: a Drawing: Ni Fy Architect:
ae : 3 DWELLING UNITS... WORKING ¢ PLAN - 2 24th Dec 'B4 SIMON REED Suite 19 Tewantin Plaza
_13100_ | at: _Lake Street Tewantin DRawiInc { LEVEL 1 Tewantin Qld 4565
——-- . | a Tel: 071 498 280 v
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Page 15

 

Roofing:

See Notes ~ Drawing No.
Battens:

See Notes - Drawing No.

5
6

150 x 38 F14 hw. rafters @ 600 CRS.
Fix with one fully-nailed framing anchor

   
    
     
 
 

Blockwork: 200 Series Blockwork
Manufactuer's Tecommendatio
Y12 Bars and fill with 20 mi

follows: {

(a)

+ ~bay_according to
ns.

leinforce with

  
  
 
  

 

To all vertical icores i
Lap reinforcing with-¥12 Sta¥t

anchored 600mm into footing? ;
A continuous bond beam 200 x 200 at rst

 

 

 

 

 

 

   
 
  
  

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

(b)
at each point of support. E Floor level and at Upper Ceiling level
| and where shown on the Drawings.
Gyprock-- + ) A 200 x 200 Bond beam under cills.
> oF a | Dodner A 200 x 200 Bond beam over openings less
-
~ . Wind than 1200 wide.
weemer oo) oe “ ae nes (e) A 400 x 200 lintel over 2400 wide openings
- 250x75~ Jorsts 2 reinforced with two Y12 bars top & bottom.
« FL4° HW 250x75 F14
“7 MEZZANINE HW Bearer
. . 4 100 x 38 thicknessed F14 bow. rafters
175. x 75 F14 how. lintel. ao . TG. floori Te ®@ 600 CRS. Fix with one fully-nailed ©
aN : ca laG coring Bareeum Gyprock * aming anchor at each point of support.
Gyprock: Alumihium balustrade i alustrade 3mm plasterboard fixed directly to
; ~ r Cs us rafters.
20 thick s.e. tallowwoo A 00 UB 25 b ~ Sprock a ry 38 thick fasci 75 x 100 F14 how, top
- Oo . : . “Ue
Pearding on , i eee wenes i 250 x 7st eta h.w. bearer Plate fixed to bond beam
’ At i oT with M12 bolts @ 1500
- : A yes min. CRS.-
‘ Galvanised steel tube fr pe LVIG 200M . 2 150 x 75 Zincalume "Quad" guttering
i Canvas panels.on rafteHs - DINING Ls . ‘Alu minium framed windows.
: | : 20 thick t & 9 Cypress boarding ro at :
: 7 \ on continuous 150 x SO F14 howe “opt :
, DECK : joists at 450 max. CRS +. } ,
* a i | rt a f f.1. op of floor joists ~
—it i r {a aoe yo al
ss = Te —— = . a, Z
‘ i A
: : ‘ \ _\ \ . 7 oni Ty .
50 x 100 how. fixing plate 13mm Fire-resisting 75 x 100 how. 200 UB 25 Y —- t Outline of timber stairs .
- bolted to top flange of UB. grade plasterboard fixing plate bearer Y eo | : .
to carport ceiling bolted to top sheeted in Ye tH
only of UB 13mm fer. 1% BEDROOM rot. Aluminium-framed sliding glass
grade ‘A rot | doors :
plasterboari, rao |
- yw ro ' °
CARPORT 2 r+ a, coco
ee ra fel. top: of foncrete..slab .,..
= =— Fel carport floo
' i \ He
1
Outline of sorte Concrete pavers laid on 100 thick teinforced :
Column footing ! _ | compacted crusher dust concrete slab on ground NON THE
wb F72T 30 cover .
u/P membrane AND
THE
BUILDING PERMIT No. jad
SPIRE BUILDING su pated . 4.619.252
= ine: . i t
[Scale _ Kevision Details] By:| Date: Project: + Stage: Drawing: Drg.No| Date: oe
3 DWELLING UNITS : :
i te 19 Tewantin Plaza
1:50 ate Tete c+  ™ewantin | Working SECTION B 7 Jan 1985 Tewsnth Qt as5s
Drawings Tel: (071) 98 280

 

 

 

 

 

 

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Page 16

 

Roofing: Corrugated steel,zincalume finish, screw fixed to battens
as recommended by Roofing Manufacturer.

t 100 x 38 F14 how. rafters @ S00 CRS
\ Fix with framing anchor at each end.
Battens: 75 x 38 h.w. at 1000 CRS internally, with an extra batten

at perimeter, ridge and hip lines (i.e. 500 CRS.) 100 x 100 how. post-

150 x 50 F14 hiw. linte1
100 I

 

 

 

 

 

 

     
    

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

  

 

 

 

 

 

 

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Fix with one fuly nailed framing anchu¢ jffrwin, {oo x qe hew.|/ties k >
at each end. ltt fs I | i<— | _
2 ' : HH ‘ ili
4 : | . bye —~— Clerestorey windows
MEZZANINE
175 x 50 F14 how. hang: 3 beam t 1
as , 300 x SO” 150 x 38 (thicknessed) F14 h.w. rafters @ 600
_ F& Oregon beam CRS - Fix with one fully nailed framing
T&G Floorin on 150x38 ; \ Aluminium anchor at each end.
u/s Ceiling joists | ~——=——— wiaists 6 15h . Balustrade. °
; > y Y\ = Ge -— / / PANRISO x 75 ZnAl Quad Guttering
t 13mm plasterboard : Z 10mm plasterboard fixed. 13mm plasterboard . Y . :
; fixed direct to | direct to 100 x 38 studs fixed direct to 50 x 150 F14 how. top
4 u/s/ joists yj ' at 600 CRS : u/s of rafters 4 fH Plate fixed to bond beam
, i hi *
o timber 4 4 a . with tre bolts at 1500
wn trellis } | / . . . min. CR:
, & Z BATHROOM LIVING ‘ROOM : KITCHEN |
4 : . :
Yj . ni
Z i i Y
f.1. Top of Slab A ' | : : . . .
. - Ewin SL RP =a err or
VA Compressible joi i -
* Z Filler a * | * *» .
Z ' . Sheetmetal weatherhood
. 2 190 thick concretid . Suspended reinforced concrete slab
o xy block walls : (See Engineer's details) a
8S]. . xy Reinforce as in
N wy specified Drg.4 $0 thick concrete block (non 1.b.).
we Construct after upper floor slab
% has been stripped
Zo Y
4
oct "4 yt
Wot ee :
- & ar
Reinforced Concrete Footings: 400 wide x 8090 (min) deep ‘100 thick reinforced concrete slab on ground: \
2012 t & b. RE ligs @ 600 CRS F72 T 30 Cover. Waterproof membrane
60 cover
Ss
BUILDING PEMatT No. ZEROES
‘ ae . 5
| SHIRE BUILDING SURVEYOR DATED eb nH SE
[Seaie Kevision Details: | By:] Date: Project: Stage: Drawing? Drg.Noq Date: Architect:
“4 - 3 DWELLING UNITS SIMON REED
an a we Raha es Tewantin ‘Working SECTION A 6 Jan 1985 Suite 19 Tewantin Plaza “Dp
ee ee Drawings : . Tewanth Qld 4565 ,
Tel: (071) 498 280

 

 

 

 

 

 

 

 

 

 

 

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2 118 114 115. 16° 117° 1 » BIS 2

8 “10! “11

 

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Page 17

 

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CATIONS, IF ANY, ARE
cara 7 || Ti0G Tes
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A1a0 ¢ Riven APPROWAE ona
(Visitor) n SURVEYOR
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| Seer en gn a ~ctannnn
270° 1 “4
R.P. Description
Sub 5 of Allotment 2 on
RE 57456 Section XxI
Town of Tewantin
Parish of Noosa
_ Scale; Revision De + aie pSeh Pan mT Stage; Drawing: | Date: shee
Fs = TS a tna a
= 2100 are WORKING — | PLAN-SITE ~Jan_i985] Suite. 2 gia P Plaza
e}] ewantin
DRAWINGS fo — HH “Tel: (O71) 298~

 

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Page 18

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       
 
   

    

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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| t ONLAVE 1
i Carpor Sto YEA AND Y CONDITIONS § :
Double | a8 VED PLA: AwD Bul LDinG., »
Carport ae NS] He,crcus TANCES __!
2 ! aH Tene & WwiipOor THE
a | Wardr e SUN EYORS BULL iNG -
IH 190 Nadal Bis 3210 Ta (Hee BUILDING PERMIT No AQZGS
\
250 Dian. | 3010 SHIRE HUILDRG 9g} surveyor DATED C2) R19 BE
Reinforced _ 2. Bed 2 —— sy Pn 9.350
4 Tonc. 1! I I ™ oO ye
! Column I|'Line of Roof i . 5 o
| : ty over + = & ‘
2 ! HI . fF - 14.390
wn I t | ‘ ZN :
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_ uo 4 | | 2 ~ ‘
391 Lo _.;, | Tr
“|Ntine of Balcony | hath 1400.
over Vi: 1410 | 990 5 “aS y,
3010 ite 6010 Fo ba 3 { . '
7G ‘ ‘ ' PY \ ~——- Landscaped
Y | ‘ 1 Y , Steps
‘ —-- fs _.. 4 i
: NS. - any Feeney a ‘237
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: Drawings IN REEO Suite 19 Tewantin .
Revision Details projects —— ieiis PLAN - 24th Dec sino Tewantin Qld 4565 a
3 OWE 071 498 280
ate Tabs Cteene *ayantin LEVEL 1 Tels

 

 

 

 

 

 

 

 

 

Page 19

 

 

 

  

TE

   

  

 

790

 

 

 

Note:

 

/1210/1190

LIVING
DINING

 

Dimensions generally as for Level One u.n.o.

 

   

‘Jan 1985

  
      

    

S7 AND

      
    
  

  
  

“7. OR.

IRE BUILDING SURVEYOR

t

Suite 19 Tewantin Plaza
Tewantin Qld 4565"

Tel 1) 498 280°

 

 

Cle iCATi
i i COL ‘
NS OF THE BUiLDING
Vi Ri BUILDING BY-LAY 19
-LAWS AND ANY CONDITIONS SHOW

PROVED PLANS AND BUILDING PERMIT.

 
    

  

OF
PPE

UNDER NO CIRCUMSTANCES MAY THE PLAN AND
SPECIFICATIONS BE DEPARTED FROM W
WRITTEN APPROVAL OF Td

BUILDING PERMIT No, GB
DATED. B./.RMOLE

 

 

 

HOUT THE |
SHIRE BUILDING

Page 20

 

 

500 x S00 x 300

700 x 700 x 400 deep F828

      
 

100 thick r.c.
Slab on ground.
| ezat 30 cover.

CE ee

 
 

 

 

 

   

 

-—SOO wide

500

100 thick reinforced concrete slab
ground 30 cover F72T .

 

700 x 900 x 400
deep F82B |

° bi |

et F Yo Hl |

900 x 900 x 400 deep 700 x 700 x 300 LE
Fe2B8 deep F82B

 

 

 

  

 

 

 

 

 

 

ro NOOSA SHIRE COUNCIL
THiS PLAN AND SPECIFICATIONS, IF ANYJAR
reve coy a Wy E vt
pLGrGveD SUBJECT TO COMPLIANCE Wilt! THE “>
REQUIREMENTS OF THE BUILDING AGT 1475,
STANDARD BUILDING BY-LAW 1975, COUNCIL'S

 
  
  
  
  
  
    
 

 

——

 

 

 

 

 

 

 

 

 

     

ON THE
WOTE: All footings 400 wide x 800 min. deep. SPECIFICATIONS Ai PLAN AND .
° Founded 600 min. below natural ground level. WRITTEN APPRO! BE DEPARTED & BUOING: THE

Reinforcing: 2¥12 t & b, R6 ligs @ 600 CRS.

Na

 

 

 

 

ELLING UNITS it. Cocca af SIMON REED
eeangY "Towa in |. it __ FOOTINGS . | Jan.1985_ | Suite 19 Tewantia Plazes -

aee

    

Page 21

 

 

 

 

 

 

 

Concrete block

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

150 x 38 F14 HW/600 CRS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

lintel
Ly» Lf.) G . Br —
wo 14
x
5 ® $< - Rr cI
> ‘ rn Up ‘
c \
4 D “le 150 x 50 Fix!
5S a ds Hw/so0 crs |
4 KITCHEN,
= h|
« DD a . HEM X
. a SZ | ry ‘ f° fn ~ Concrete
2 QT” 4 wn ( m , al» Se — Cones
sé 2 4 | oe Linte1
m 2 s « 1 Py XN 2 8
x 215 N RPOR 150 x 34 [F149 Na B00 ERs no
2 ;
a N8 Ne MU a 150 x 38 RaFters/600
RReoe ( Ok WIS A300 x 50 F8 Oregon
ARPORT ome
7 m ‘ x f
200 uB }) m2a $ ;
S 1+
x ¢ Oregon
* 1
175 x 73414
w : ~ Lh) \ . oe
jangin [= 2 ne eee ernenenernrne
175 x $0 F14 HW Continuous BE 2 L NOOSA SHIRE COUNCIL
ai liad PLAN AND SPECIFICATIONS, IF ANY, ARE
G AcdRUVED SUSSECT TO COMPLIANCE WITH FHE
a UIREMENTS OF THE BUILDING AGT 1975,
foe * TS EG Oregon 1 bk fal) i S WNDARD BUILDING BY-LAW 1975, COUNCIL'S
Y C7 TBY-LAWS AND ANY CONDITIONS SHOWN ON THE

 

Roof Bracing:

30 x 0.8mm Galvanised steel strap
fixed to each rafter. Loop around
and and fix to top Plates or beams
at each end.

ELLING UNITS

ate

laa aa wy

 

 

 

 

150 x 38 F14 HW Rafters/1200 CR

Indicates one M12 galvanised ms.
holding down bolt u.n.o extend

600 mm min. into bond beams,
reinforced concrete floor or footing.

Working | ‘ROOF. FRAMING _ 5
Drawings |. . f

TUTTI In int tna

§ O..411° 112-113-114 “115 116. 718: 18-2)

een ttyl jHeneerepene Hyena iiyinygaay
2

3

6

Jan 1985

AF rROVED PLANS AND BUILDING PERMIT.

NDER NO CIRCUMSTANCES MAY THE PLAN AND
SPECIFICATIONS BE DEPARTED FROM Wil HOUF ThE
WRITTEN APPROVAL OF THE SHIRE BUILDING

SURVEYOR. ;
sess CML BUILDING PERMIT No. EE

  

 

 

aS
P sHiRE BUILDING SURVEYOR DATED <2. 1.08119.

Learners sau arate sera oenenenmnnne 9

 

SIMON .
Suite 19 Tewantin Plaza am

[npn jonny APPLICA

 

Page 22

 

Roofing:

Corrugated steel,zincalume finish, screw fixed to battens

as recommended by Roofing Manufacturer.

Battens:

75 x 38 how. at 1000 CRS internally, with an extra batten

at perimeter, ridge and hip lines (i.e. 500 CRS.) !

150 x 38 F14 how,

Fix with one fuly nailed framing anchor

at each end.

175 x 50 F14 how, hanging beam

100 x

rafters at 1200 CRS

100 hew. po

100 x 38 F14 how. rafters @ 900 CRS
Fix with framing anchor at each end.

1
150 x 50 F14 how. lintel

a

 

 

ee

Tt
Twin 100 x 3B how. ties

 

 

 

 

 

 

 

 

 

 

  
   

Clerestorey windows

 

 

 

 

 

 

 

 

 

 

 

  

150 x 38 (thicknessed) F14 hiw. rafters ® 600

 

 

 

 

 

 

 

 

 

 

 

  
   

 
 

  

 

 

 

 

 

 

 

 

  

 

1
Ie
; 1
a | F8 Oregon bean CRS - Fix with one fully nailed framing
i I anchor at each end.
u/s Ceiling joists FF f i i
. iY = / 150 x 75 ZnAl Quad Guttering
13mm plasterboard V4 10mm plasterboard fixe 13mm plasterboard CT SO
fixed direct to | direct to 100 x 38 studs fixed direct to SO x 150 F14 how. top
u/s/ joists Yj i at 600 CRS u/s of rafters - Plate fixed to bond beam
. with M12 bolts at 1500
o timber te | min. CRS
w trellis : .
o
° N i
i
i par
I |
f.1. Top of Slab Lf i
Compressible joint? PA
Filler 7 : (A
i 7 <-—— Sheet metal weatherhood. sees se
i \ awk j SeGos A Sings COM ei
i b 190 thick concrete Suspended reinforced concrete slab
. o Y block walls “ (See Engineer's details) : i
S | Reinforce as . NTs OF THE BUiLE
& VY specities Drg.4 (F-80 thick concrete block (non 1.b.) Si nAHD BUILDING BY. aS 3
. i V Construct after upper floor slab PF ! BY-LAWS AND ANY CONDITIONS SHOWIN ON THE
i Z has been stripped ArPROVED PLANS AND BUILDING PERMIT.
i
4 q UNDER NO CIRCUMSTANCES MAY THE PL 1
“ SPECIFICATIONS BE D=pAnten es ee
x WRITTEN APPROVAL OF Ti: Shit se
= T SURVEYOR, me ss
Ba =

 

 

Reinforced Concrete Footings:

 

 

400 wide x 800 (min) deep
2012 t & b. R6 ligs @ 600
€0 cover

 

 

 

SPIRE BUILDING SURVEYOR

100 thick reinforced concrete slab on ground:

CRS

F72 T 30 Cover. Waterproof membrane

  

BUILDING PERMIT No.. Le

eens toa

DATEDS.2 7.2 19 FE

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

enremmegpeeceepeeagger 8 9st

7

| Scale evision Details: | By:] Date: pee Stage: "Drawing: te: aa a 3
o J DWELLING UNITS a _ wee fl 2... SIM oe
HL: SO____ |. late Take S| Fewantin |” Working ~ section A 16 Jan 1985" Suite 19 Tewantin Plaza a
Drawings - . ae Tewanth Qld 4565 __ — -
Tel: (071) 498 280 _

 

 

 

Page 23

Roofing: See Notes - Drawing No.

Blockwork: 200 Series Blockwork + Ley according to
Battens: See Notes - Drawing No.

Manufactuer's recommendations. Reinforce with
Y12 Bars and fill with 20 mPa concrete as

follows:
(a) To all vertical cores indicated on plan
. 150 x 38 Fi4 h.w. rafters @ 600 CRS. Lap reinforcing with y12 Starter bars

Fix with one fully-nailed framing anchor
at each point of support.

anchored 600mm into footing.

(b) A continuous bond beam 200 x 200 at First
Floor level and at Upper Ceiling level
and where shown on the Drawings.

(c) A 200 x 200 Bond beam under cills.

(4) A 200 x 200 Bond beam over epenings less
than 1200 wide.

(e) A 400 x 200 lintel over 2400 wide openings

reinforced with two Y12 bars top & bottom.

  
   
 
 
  
    

150 x 50 F14 how.
joists at 450 CRS

    
  

    
 

100 x% 38 studs
t 600 CRS 100
50 t & b plat
Omm plasterboa
ixed directly
ito studs.

  
   

   
 
   
  

  
 
  
   

 
 

Cypress boarding

100 x 38 thicknessed F14 h.w. rafters
vee joint to U/S

@ 600 CRS. Fix with one fully-nailed

aming anchor at each Point of support.

3mm plasterboard fixed directly to
us rafters.

175 x 75 F14 hew. lintel

    
     
 
  

\

A — i
20 thick s.e. tallowswoog™ ~~ Fe A Z ~fi 38 thick fascipf<| _
boarding on | i 200 UB 25 bearer

 

 

 

 

 

_—

75 x 100 F14 how. top
Plate fixed to bond beam
with M12 bolts ® 1500
min. CRS.

150 x 75 Zincalume "Quad" guttering

| } v| 250 x 75 F14 how. bearer

Genvee panels. i
f

Aoerroues .
| a Hi 20 thick t & g Cypress boarding |,“
on continuous 150 x 50 F14 how.

LIVING DINING ‘ BEDROOM 2

‘Alu minium framed windows.

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
 
  
 

 

 

  

 

 

 

 

 

 

 

  

  

 

 

 

 

 

 

a C4 : /
DECK if: joists at 450 max. CRS a “ve
| vw f.1. Top of floor joists
pap a fy fn Vv
| i 1, i 4
b Ke
. xa isti \ vy L
50 x 100 how. fixing plate 13am Fire-resisting 75 x 100 how. 200 UB 25 y + | . . .
bolted to top flange of UB. grade plasterboard fixing plate bearer VY ES | Outline of timber stairs
- to carport ceiling bolted to top sheeted in {/ aT
. —--
ony of ue tan fre , BEDROOM 1 mot Aluminium-framed sliding glass
plasterboar(; ro ! doors
iY rot i
4 at
CARPORT 4 r+ i _ ;
ok ia ! f>1,..-hap..of.-cencrete: slab’ wT _
ro fal carport Flpor ss orice WO ee <==
ae F ANY, ARE vat
i {| res ava secre COAT =
D SUEJEC See Spar agg £
Outline of yo tt Concrete pavers laid on 100 thick reinforced hp engsede footiogsr’ 2 ChusaL so
Column footin | ! compacted crusher dust concrete slab on ground 4 (BOG) (ii Beep) 125, COUNCILS |
9 Le 4 § a) N Own ON THE
a F72T 30 cover ZY 2yt_Avits RAND ANY GBaeOeRONS SC W iT
¥/P membrane 80! eéverGVED PLANS AND BUILDING PERMIT.
1 ES i PLAN AND
: IRCUMSTANCES MAY THE A
SNPS EICATIONS BE DEPARTED FROM Wii HOUT ThE
WRITTEN APPROVAL OF THE SHIRE BUILD
SURVEYO.
7; ae BUILDING PERMIT No, LELEE
Oo - 22.2102 Z
: ge SHIRE BUILDING SURVEYOR bareoe
(Scale. evision Details] By:| Date: Project: Stage: Drawing: -NoJ Date: He >
3 Ss 7 REE
: fo : : Jan 1985 Suite 19 Tewantin Plaza o
1:50 at: Lake St..-Tewantin Working SECTION B Suite 1 ent

 

 

 

 

 

 

 

 

 

 

 

 

Tel: (071) £8 280

 

MICROG

    

Haye Heyy
: “el

i

Hi (WE);

 

 

Page 24

 

 

SOUTH ELEVATION

 

Corrugated Steel Roofing

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Screen Door

Full Height Timber Trellis

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

{en rnrcrnncetrerd hearer na

 

 

 

 

 

 

 

pe

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SA/SHIRE CoUNCIL

 

 

 

 

 

 

 

 

\

 

ECIFICATIONS, iF ANY, ARE

 

 

 

 

 

 

 

 

 

 

 

AND ANY CO

© COMPLIANCE Wit THE
E BUILDING ACT 1975,
BY-LAW 1975, COUNCIL Ss
DITIONS SHOWN On Te

 

x

 

 

 

SLINGS

 

 

 

 

 

O CIRCUMSTA
‘ATIONS BE Dd

NCES MAY THE PLAN AND
PARTED FROW Wil HOUT THE

 

APPROVAL 0

 

F THE SHIRE BUILDING

 

   

 

 

 

wom BUILDING PERMIT No. GES
RTH ELEVA
wo PSPIRE BUILDING SURVEYOR DATED. 21. ZL N9FS
ro SURVEY OF ——
Architect:
: STage: Orawing: SIMOW REED -
Revision Details: | By:| Dates Projects vomcree ELEVATIONS —~——+

 

 

 

 

 

 

 

 

sp tsp penn so renmmean ner coeme ener mara gee

 

 

 

“DRAWING ~

 

 
 

 

 

 

 

 

 

 

 

 

a

 

 

Page 25

 

Timber Lattice

 

 

 

 

—— Metal
“| Weatherhoods

 

 

 

 

 

 

 
 
 

Corrugated Steel
Roofing

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ff.1.Level 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| OO$4 SHIRE COUNCIL
TES #LAN Alb sPicterGaTuevel it an ARE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

as ae REC ate

 

   

WEST ELEVATION -

Units 2&3

 

Timber Boarding

Bauwstardina- Te

 

 

 

i

 

 

 

 

 

 

|+—— Galvanized Steel

tube Frame (oepees

EAST ELEVATION

Timber Battens
Sunshading

   
 
 

 

ECUIREMENTS OF THE SUILDING AGT 1975, =
By NOARD BUILDING BY-LAW 1275, SGUMRi-g
Uni Ee ie RSSAND ANY CONDITIONS si oN

t VED PLANS AND BUILDING FEANMIT

UNDER NO CIRCUMSTANCES May
SPECIFICATIONS BE berace ee
WRITTEN APPHOVAL Of THE S

OE

ILDING SURVEYOR

ee

  

 

TH

 

 

  

DATED™,

 

 

 

 

Pare we: Bylaw.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ff.l Level 2

SHOWN ON THE

     

BUILOING PERMIT No, Mees

se

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

——+— Bagged Concrete
Broewwork ff.1 Level 1
. WEST ELEVATION - Unit 1 EAST ELEVATION - Unit 1
Un
| Proi a - _ STAGES Drawing: Architects
_[ Scale: "Revision Details | By 3 SUELLTAG UNITS 2 oe _ SIMON REED Suite 19 Tewantin Plaza ip:
© 131007 ‘at: Lake Street. Teventin | WORKING [~ | ELEWaTIoNS ~ Tewantin-Q1d. 4565.
13100 at: Lake Stran ewantin | - Rave re Copa b aoe ee

 

 

 

 

 

 

 

 

 

Page 26

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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1YIZ xZ000 LONG | yj j . YY, ARE
Lap on ror fy | yo 1 0 Ne a8 SVS eonn age Witt THE
or MESH | i --4t : XI Sue OF Sing ACT 4
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t— —} 4+ — 7 } io | | i Vj | LAPPHUVED PLANS AND BUILDING PERKY
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gl y X | rn! ATION Dire ED 80m witPoUl Th
\ | | S | L CATIONS BE nN
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° | 400 | 2B DWELLING UNITS
LAKE $7 TREWANTIN
| a UNITS6 2 AND B=
| % SUSPENDED CONG, SLAB.
N .
! L REINFORCING LAYoUT:
|
| -
VIZ ACT. L.H. BERRY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 
  

 

       

 

 

 

 

 

 

 

 

 

 

 

B.C.E. M.1.E. Aust

og.

CIVIL ENGINEER

7 Goodchap St.,-
Tewantin Qld 4565
Tele (O71) 4897°160

 

 

Date: FE Ba jJob fo.

 

Scale: 1:5O

 

Level Datum:

 

 

 

 

 

 

 

 

 

 

 

 

Page 27

 

 

san a Tia ee it Sl iy AES

 

2716

 

 

 

 

BEAM 81

 

RIO~ 2zQezQo
210 320 rio — RIO —
Re) PO lee RIO 189 RIO AZO |

4 7TT TVVTVITTIT 7 oo 0 ce eee “Lo
. | . 2Ylo .

2712
(i ROCSA SHIRE COUNCIL

VY vee _,
, THIS PLAN AND SPECIFICATIONS, IF_ANY, ARE
| 7 Rio—-i ge BEAM APPROVED SUBJECT TO COMPLIANCE With THE

 

 

 

 

 

 

 

 

 

 

 

ZRIOoT!1BO Rio —270 (um
AK
- . BD. a . - et REQUIREMENTS OF THE BUILDING ACT 1975,
‘ot b2 STANDARD BUILDING BY-LAW 12/5, COUNCIL'S
‘ BY-LAWS AND ANY CONDITIONS SHOWN ON THE
APPROVED PLANS AND BUILDING PERMIT. k

 

 

 

 

 

 

 

y7777 *
( 711717)
2YZO . | UNDER NO CIRCUMSTANCES MAY THE PLAN AND
SPECIFICATIONS BE DEPAn TED 4 Wil HOUT ThE
WRITTEN APPROVAL OF THe SHIRE BUILDING

   

 

 

     

7 A a
sare trent BUILDING PERMIT No. LGL4E

@) svine BUILDING SURVEYOR DATED 2.2.1. 4/19.£5.

 

 

 

 

 

 

27a

 

 

 

 

. + £ Amendment Date No.
RIO — 180 RIO — 270. (MAD Fels igo | BEAM ; B PWVELUNG UNITS
bd. LAKE $7 TEWANTIN

TTT)
. Ws oe
( UNITS 2 AND S
2720 REINFORCED coNc, SEAMS

 

 

 

 

 

 

7]

 

 

 

 

 

REINFORCING LAYOUT,

 

 

LH. BERRY
B.C.E. MILE. Aust.

} . CIVIL ENGINEER

, 7
A - wees 1 . 7 Goodchap Street eZ
—<—<—<———= —<—<—= BEAM Ba Tewantin Qld 4565. LEE eS
See (BEAMS Bo dBsS Tels (071) 497 160 “ ww

7 FE MA R >
— SIMILAR) 7 FE
pa OD NO |

Scales

 

 

 

 

 

 

   

 

 

 

 

 

” :
: Level Datums

 

 

 

 

 

mpgs acatantigaaog yen igennnanese agit satiny anne nn

 

 

 

30 MICR

 

yu HEE neyo

i
“10! © 12

Page 28

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