207-06 - Amended Plans · OPW19/0068

Page 2

 

DISCLAIMER: DO NOT SCALE FROM DRAWINGS.
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY

  
  

7° PITCH CORR
IRON ROOF

 
       

100100 HW
POSTS

TIMBER DECK
HANDRAIL&
BALUSTRADE

100x100x5.0
SHS POSTS

PROPOSED SOUTHWEST ELEVATION

7° PITCH CORR
IRON ROOF

100x100 HW
POSTS

TIMBER DECK
HANDRAIL’.

BALUSTRADE T
EXISTING GROUND LINE

AT FRONT BOUNDARY

 

PROPOSED NORTHEAST ELEVATION

 

 

 

 

 

DISCREPANCIES TO BE REPORTED TO AUTHOR.
PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: _| PLAN No.:
LOT 123 NAIRANA REST NOOSA 1200 | PROP. ELEVATIONS (1) SURES PLANS ois L123NAI- 02
FINAL PLANS 22.10.15

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

PROP. PROP.

 

1 __ PROPOSED DECK j EXTENSION EXISTING DWELLING 1 EXT. EXISTING DECK PROPOSED CARPORT |
t t t tI t t
EXISTING DECK PROPOSED DECK

 

 

7° PITCH CORR
IRON ROOF

  
 

7° PITCH CORR
IRON ROOF

 

 

  

100x100 HW.
POSTS

TIMBER DECK
HANDRAIL &
BALUSTRADE

 

 

 

 

 

 

6470

   

100x100x5.0
SHS POSTS

 

PROPOSED SOUTHEAST ELEVATION

DISCLAIMER: DO NOT SCALE FROM DRAWINGS.
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.

 

 

 

 

 

 

 

PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: _| PLAN No.:
LOT 123 NAIRANA REST NOOSA 1200 | PROP. ELEVATIONS (2) BGRESe PLANS Hoa 75—— L123NAI- 03
FINAL PLANS 22.10.15

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

PROP. PROP.

 

L PROPOSED CARPORT EXISTING DECK y EXT. 1 EXISTING DWELLING , EXTENSION 1 PROPOSED DECK L
7 4 1 4 1 7 4
EXISTING DECK

             
              

7° PITCH CORR
IRON ROOF

  

7° PITCH CORR
IRON ROOF

1320

     

100x100 HW
POSTS

TIMBER DECK
HANDRAIL&
BALUSTRADE

   

 

2450

100x100x5.0
SHS POSTS

PROPOSED NORTHWEST ELEVATION

DISCLAIMER: DO NOT SCALE FROM DRAWINGS.
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.

 

 

 

 

 

 

 

 

PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: _| PLAN No.:
LOT 123 NAIRANA REST NOOSA 200 | PROP. ELEVATIONS (3) SURES PLANS Hoos L123NAI - 04
FINAL PLANS 22.10.15

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 5

   

318°28'00"
15.091m
9350 EXISTING DWELLING

 

PROPOSED
POOL

 

 

 

 

\ 21250 L
1 7
PROP. PATIO PROP, EXISTING DWELLING EXIST. DECK ABOVE EXISTING CARPORT ABOVE L
++ extension + 1 |
L 4000 , 2000 6250 L 3000 L 6000 L
i 1 1 50 7 T 1

yoo 1910 2930 L 2930 L

4g°29'00" u q 1

33,504m

2136 STACKER

  

LIVING

 

 

      

 

 

15.091m
138°28'00"

 

 

 

 

 

 

 

 

 

 

 

 

 

 

33.5040
f— anf RN" 2000 293090. 2930 f
1 7 mI th 1
, 1900 4100 L 6250 lL 4.000 L 5000 '
1 7 1 7 7 1
4 L 2050 \
r 1
DISCLAIMER: DO NOT SCALE FROM DRAWINGS. PROPOSED LOWER FLOOR PLAN
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.
PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: PLAN No.:
LOT 123 NAIRANA REST NOOSA 1:200 | PROPOSED LOWER SEMINARY Plans i010 L123NAl - 05
FLOOR PLAN FINAL PLANS 22.10.15

 

 

 

 

 

 

 

 

 

Page 6

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5 21250 L
1 1
PROPOSED DECK PROP, 4 EXISTING DWELLING LPROP. | EXIST. DECK 1 PROPOSED CARPORT l
T EXTENSION 7 7 ext, 1 1 1
1995 2925 ys 1125 ypo_i0o_ gs oto Sy 2000 6000 |
tH 1 tt T 1
48°29'00"
33.504m
up —— re? a ee
~ ~ ~ -_ fia ase
ROBE a
ae ee = - —E a y\
li ‘WINDOW TO BE
o {i | RELOCATED INTO
3 NEW EXTERNAL
7 : WALL >
BED 2 | b- carport s
-| 3 We = | gy
3 3 S _|OECK st CE =
= Fe
3 w 7 I fuss
Ss a 7 3
ee 2 ze DINING LIVING | oECK Bl g q +
on y o wi — up. 7 Ss
as z aa \ Se =
m : DOORS TO BE ~ a oe s aa
RELOCATEDINTO Se ae
ak od ner NEW EXTERNAL ae
KITCHEN 7
3 I~ H oe
S & | BeDt i S
|
o | PANTRY
+ Be a 2
-ar ExT L “rose fl | a ~
33.504m
228°29'00"
41900, ~— 20090 1910S 1980s 4045 75y 1000 1 3000 |
Tr 1 7 t t tt tT
L 4.000 7 8250 L 4000 L 5000 L
1 7 7 1
l 21250 7
1 1
DISCLAIMER: DO NOT SCALE FROM DRAWINGS.
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.
PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: PLAN No.:
LOT 123 NAIRANA REST NOOSA 1:200 | PROPOSED UPPER RELIMINAR YT DLANS 0110.3 L423NAI- 06
FLOOR PLAN FINAL PLANS 22.10.15

 

 

 

 

 

 

 

 

 

 

 

 

Page 7

r— 150x50 F14 HW

4000 2000
1900 2100

48°29'00"
33.504m

JOISTS -
450x45 LVL
@450 CRS

   

200x50 Fi4 HW

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TS] & =
3] & 7 zi I JOISTS -
> e ta] 200x50 F14 HW
22 a He! @300cRS _f
— re SE £2
L—200x50 F14 HW
3 PRoPoseD «=y I 2100
“ an 2000 4000
1 7 7
33.506m,
4500 228°29'00
PROPOSED FOUNDATION &
DISCLAIMER: DO NOT SCALE FROM DRAWINGS. UPPER FLOOR STRUCTU RE PLAN
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.
PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: PLAN No.:
LOT 123 NAIRANA REST NOOSA 1:200 PROPOSED FOUNDATION & DA PLANS L123NAI - 07

 

 

 

 

 

 

 

 

 

UPR. FLR. STRUCTURE PLAN

 

 

 

 

 

 

 

 

 

Page 8

4000 2000

=
4

48°29'00"
33.504m

2060
1995

L
+t

F

  

, 1090 1

2060
1

6620
M = 150x75 FIb

L
+

 

9350

  

318°28'00"
15.091m
ROOF

2500

5175

L
f
L
+f

 

2500
2730

p 1090 1

 

 

 

| p30

 

N 6250

~y

> RAFTERS -
we 50x45 LVL
x @900 CRS

33.504m
228°29'00"

1000 1
7 7

|

2000

© 2h 0x4S LVL
| (@900 CRS

L

ROOF BEAM -

6000

   

         
            

  
  

ae

3000

6000

7300

3000

 

 

15.091m
138°28'00"

 

 

 

 

 

 

 

 

 

 

 

, 1900 =, 200 |» 2000 4 6250 L 4000 L 5000 L
v t 7 7 7 7 7 7
PROPOSED UPPER FLOOR BRACING
& ROOF STRUCTURE PLAN NOTE:
DISCLAIMER: DO NOT SCALE FROM DRAWINGS. EBW - EXISTING BRACING WALL
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON UPPER FLOOR BRACING TO BE
SITE PRIOR TO COMMENCEMENT OF WORK. ANY DESIGNED BY ENGINEER.
DISCREPANCIES TO BE REPORTED TO AUTHOR.
PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: _| PLAN No.:
LOT 123 NAIRANA REST NOOSA 1:200 | PROPOSED UPR. BRACING FUIMINART PLANS {0110.5 —_/ L123NAl- 08
& ROOF STRUCTURE PLAN FINAL PLANS 22.10.13

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 9

7° PITCH CORR IRON ROOF SHEET ———-———
BATTENS - 75x38 F14 HW @900 CRS
RAFTERS - 150x45 LVL @900 CRS

100x100 HW POSTS ——_—_—_——}

    

7° PITCH CORR IRON ROOF SHEET
BATTENS - 75x38 F14 HW @900 CRS
RAFTERS - 24045 LVL @900 CRS

 

 

 

FRAME ~ 90x35 MGP12 JD4 @450 CRS

 

 

 

JOISTS - 150%45 LVL @450 CRS
JOISTS - 15050 F14 HW @450 CRS 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BEARER - 15075 F14 HW i = > Cn
FRAME - 90x35 MGP12 JD4 @450 CRS 2 a
100x100%5.0 SHS POSTS | ----- 7
or
FOOTING FOR 100x100x
SHS POSTS SEE
100 THICK CONC SLAB
SECTION A- A
DISCLAIMER: DO NOT SCALE FROM DRAWINGS.
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.
PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: _| PLAN No.:
LOT 123 NAIRANA REST NOOSA 1:200 | SECTION prOGEESs PLANS — inne L123NAI - 09

 

 

 

 

 

 

 

 

 

 

 

 

Page 10

TIE DOWN NOTES - SHEET ROOF (N2)

ALL TIE-DOWN SYSTEMS ARE TO ENSURE CONTINUITY FROM TOP PLATE TO BOTTOM PLATE AND
SUB-FLOOR FOR FULL HEIGHT OF STRUCTURE.

ALL FRAMING ANCHORS & GI STRAPS, TO BE FIXED WITH 4/2.8¢ NAILS EACH END U.N.O.

ALL WASHERS ARE TO BE 50x50x3.0 FOR M12 BOLTS & 38x38x2.0 FOR M10 BOLTS.

ROOF BATTENS

AFTERS/TRUSSES

 

TOP PLATE
ROOF BEAMS

 

LINTELS

 

OTTOM PLATE

TOP PLATE

 

JOISTS

IBBON PLATE

 

BOTTOM PLATE

 

 

- FIX TO RAFTERS WITH 75x3.056 GROOVED NAILS.

- RAFTERS/TRUSSES TO BE FIXED TO PLATE/LINTELS/BEAMS
WITH 1 FRAMING ANCHOR 4/2.8¢ NAILS AT EACH END.

-M12 H.D. RODS AT ALL CORNERS AND AT 1800 MAX. CENTRES.
- FIX BEAMS WITH M12 H.D. RODS AT ENDS. TIMBER BEAMS
GREATER THAN 1500 PROVIDE 30x0.8 GI STRAPS, 4/2.8¢
NAILS AT 1500 CENTRES. UNLESS NOTED OTHERWISE.

- UP TO 1500 SPAN - 30x0.8 GI STRAPS, 4/2.86 NAILS AT
EACH END.

- 1500 TO 3000 SPAN - 30x0.8 GISTRAPS, 6/2.86 NAILS AT
EACH END AND AT 1500 MAX. CENTRES.

- FIX WITH 30x0.8 GI STRAPS, 2.86 NAILS AT CORNERS

AT 1800 CENTRES. EXTEND 600 ABOVE LEVEL 1 TOP PLATE
AND 600 BELOW GROUND FLOOR TOP PLATE

- FIX JOISTS TO LOAD BEARING WALLS/BEAMS/RIBBON
PLATE WITH 1 FRAMING ANCHOR 4/2.8¢ NAILS AT EACH END.
FIX TO POLE PLATE WITH JOIST HANGERS. FIXING AS PER
MANUFACTURERS SPECIFICATIONS.

- FIX 50x100 F14 HW RIBBON PLATE TO TOP OF STEEL BEAMS
M10 BOLTS AT 600 CENTRES. FIXED TO MASONRY WALL M12
CHEMSETS AT 900 CENTRES.

- FIXED TO SLAB WITH M12 CHEMSETS AT CORNERS AND
MASONRY NAILS AT 1800 MAX CENTRES.

 

 

 

 

 

 

 

 

 

 

 

POSTS - MIN. 2/M12 BOLTS TOP AND BOTTOM U.N.O.
TIE DOWN SCHEDULE/N2
PER AS1684.2-2010
DESIGN = | JOINT
ITEM DESCRIPTION
TABLE __|GROUP|
POSTS TO BEARER 9.16(h) JD4 | 2/M12 BOLTS
JOIST TO BEARER 9.11(h) JD4 =| 1 FRAMING ANCHOR AT EACH END. 4/2.8¢
NAILS EACH END.
BOTTOM PLATES TO JOIST | 9.18(a) JD4 [3.05 NAILS/SCREWS AS PER TABLE, DRIVEN
THROUGH PLATE INTO JOIST. MIN 40mm
PENETRATION INTO FLOOR AND/OR JOIST
STUDS TO PLATES | 9.19(d) JD4 {300.8 Gl. STRAP, 2.86 NAILS EACH
ENO AS NOTED
LINTELS TO STUDS 9.20(b) JD4 —2/30x0.8mm Gl. STRAP. NUMBER OF NAILS
REFER TO TABLE 9.20(b) FOR DETALS
TRUSSES/RAFTERS TO 9.21e) JD4  [30x0.8 Gl. LOOPED STRAP. 4/2.8mm NAILS
WALL FRAME JAT EACH END
BATTENS (75x38mm) TO 9.25(d) JD4 | 1/75mm NO. 14 TYPE 17 SCREW MIN.
TRUSSES SOmm PENETRATION

 

 

 

 

LINING
INTERNAL

EXTERNAL

 

 

- UPPER 10mm PLASTERBOARD TO

ALL WALLS AND CEILNGS.

- LOWER 10mm PLASTERBOARD TO

ALL WALLS AND CEILINGS.

- 6mm VILLABOARD TO ALL WET

AREAS

- AS PER ELEVATIONS OR BY OWNERS ADVICE.

TIMBER FRAMING NOTES
GENERAL

ALL TIMBER FRAMING SHALL BE SEASONED OR KILN DRIED TO THE STRESS GRADES SHOWN ON THE DRAWINGS
U.N.O AND SHALL COMPLY WITH THE REQUIREMENTS OF AS1720 ‘TIMBER ENGINEERING CODE’. ALL SOFTWOOD
SHALL BE JOINT GROUP JD4, ALL HARDWOOD SHALL BE JOINT GROUP J2.

ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING PROPORTIES MIN.:

F'b = 16.0MPa E = 13200MPa, JOINT GROUP JD4

ALL LVL WHERE USED IN EXPOSED ABOVE GROUND CONDITIONS SHALL BE TREATED TO CLASS #3.

ALL STRUCTURAL TIMBER USED IN EXTERNAL OR EXPOSED SITUATIONS SHALL HAVE CLASS 1 0R 2 HEARTWCOD
DURABILITY & CLASS H3 SAPWOOD TREATMENT. ALL TIMBER SET INTO THE GROUND SHALL HAVE CLASS 1
HEARTWOOD DURABILITY AND CLASS HS SAPWOOD TREATMENT.

ALL STEELWORK, BOLTS, NUTS, WASHERS AND OTHER FITMENTS INCLUDING NAILING PLATES, STEEL STRAPPING
AND FRAMING PLATES SHALL BE HOT DIPPED GALVANISED, OR, MANUFACTURED FROM GALVANISED STEEL
SHEET IN THE CASE OF PLATES & STRAPPING.

DESIGN LOADING

ALL FRAMING MEMBER SIZES, TIE-DOWN, BRACING AND FIXING DETAILS SHALL COMPLY WITH AUSTRALIAN
STANDARD RESIDENTIAL TIMBER FRAMED CONSTRUCTION CODES AS1684.1-DESIGN CRITERIA AND
AS1684.2-NON-CYCLONIC AREAS FOR WIND CLASS. N2 (W33)

FIX ROOF SHEETING IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS FOR WIND CLASS N2

TIMBER FRAMING - ROOF FRAME

ROOF BATTENS
RAFTERS
ROOF BEAM

 

 

 

75 x 38 F14 HW @ 900 CENTRES
240 x 45 LVL @ 900 CENTRES
SEE ROOF STRUCTURE PLAN

 

1

 

TIMBER FRAMING - WALL FRAME
UPPER FLOOR

 

1

STUDS - 90 x 35 MGP12 @ 450 CENTRES
TOP PL - 2/90 x 35 MGP12

BOTTOM PL - 90 x35 MGP12

1 STUD - 0 TO 900 OPENINGS

2 STUDS - 900 TO 2100 OPEININGS

3 STUDS - 2100 TO 3000 OPENINGS

4 STUDS - 3000 TO 3600 OPENINGS
1350 VERT CRS - 90 x 35 F8

 

STUDS TO SIDES OF OPENINGS

 

1

WALL NOGGINGS TYP.

 

om

oO

“oO

im

7
'

1200 - 90 x 35

1600 - 120 x 35
1800 - 140 x 35
2200 - 170 x 35
2500 - 190 x 35
3100 - 240 x 35
- 3800 - 290 x 35

TIMBER FRAMING - FLOOR FRAME
HOUSE FLOOR FRAME

 

 

 

BEARER ~ 150x75 LVL
JOISTS = 150 x 45 LVL @ 450 CENTRES
FLOOR - TO MATCH EXISTING

DECK FLOOR FRAME

BEARER - 150 x 75 F14 HW
JOISTS - 150/200 x 50 F14 HW @ 450 CENTRES
FLOOR - TO MATCH EXISTING

DISCLAIMER: DO NOT SCALE FROM DRAWINGS.
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.

FOUNDATIONS

STRIP AND REMOVE FROM SITE, ALL VEGETATION, TOP SOIL AND
DELETERIOUS MATERIAL.

EXCAVATIONS FOR ALL FOOTINGS SHALL BE TAKEN TO DEPTHS
SHOWN ON ENGINEERING

DRAWINGS. ALL EXCAVATIONS SHALL BE FREE FROM LOOSE
MATERIAL, MUD AND WATER. THE CONTRACTOR IS TO ENSURE
STABILITY OF ALL EXCAVATIONS AND EXISTING STRUCTURES
DURING CONSTRUCTION.

FOR SLAB AND FOOTING DESIGN SEE ENGINEERS DESIGN WITH SOIL
TEST RESULTS.

FOR STEEL BEAM SIZES SEE ENGINEERS DESIGN.

ENERGY EFFICIENCY

CEILING/ROOF - ACHIEVE AN R3.5 VALUE THROUGH THE
INSTALLATION OF SARKING AND/OR CEILING INSULATION.
EXTERNAL WALLS - ACHIEVE AN R2,5 VALUE THROUGH THE
INSTALLATION OF REFLECTIVE FOIL WRAP ON THE TIMBER FRAME
OR SOME OTHER FORM OF CAVITY INSULATION.

GLAZED AREAS - EAST, WEST & NORTH FACING GLAZED AREAS
ARE TO BE FULLY SHADED BY EXTERNAL SHUTTERS OR BLINDS.
ALTERNATIVELY SHADED ROOF OVERHANG WITH SUFFICIENT WIDTH
TO SATISFY REQUIREMENTS.

AAA RATED SHOWER ROSE.

PRESSURE LIMITED WATER DEVICES.

DUAL FLUSH TOILET.

ENERGY EFFICIENT LIGHTING.

GREENHOUSE EFFICIENT HOT WATER SYSTEM.

NOTES

DESIGNED IN ACCORDANCE WITH THE NCC 2014, QDC 2012, THE
BUILDING ACT OF 1975 AND AS 1684.2 - 2010 WIND CLASS N2.
BUILDER TO CONFIRM ALL DIMENSIONS ON SITE PRIOR TO
COMMENCEMENT OF WORK.

STANDARD BUILDING REQUIREMENTS

STAIRS TO COMPLY WITH BCA 2012.
HANDRAILS/BALUSTRADES TO COMPLY WITH BCA 2012
BALUSTRADE @1000HT TO HAVE MAX GAP OF 125mm.

W.C DOORS TO COMPLY WITH BCA 2012.

TERMITE PROTECTION TO COMPLY WITH BCA 2012. NOTE 75mm
EXPOSED SLAB EDSGES TERMIMESH ALL SLAB PENETRATIONS.
PROVIDE NOTICE OF PROTECTION.

SMOKE ALARMS TO COMPLY TO BCA 2012

 

PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT
LOT 123 NAIRANA REST NOOSA

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE: | DESCRIPTION: DRAWN BY: DATE: PLAN No.:
1200 | NOTES LANs {01.10.12 ——| L123NAI- 10
FINAL PLANS 22.10.15

 

 

 

 

 

 

 

 

 

Page 11

LOT 123 NAIRANA REST NOOSA
RPD: LOT 123 ON RP88934
AREA: 506m?

SITE COVER

132.64m?
26.21%

u

 

 

 

 

 

 

 

 

 

 

EXISTING
CARPORT Tn
ce
RPD ¢ EXISTING
LOT 123 EXISTING
ON RP88934 DWELLING pec =
<x
=
<x
=
=e
ALL BMENSIONS TO BE CHECKED BY BULDER ON EXISTING SITE PLAN
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.
PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: _| PLAN No.:
LOT 123 NAIRANA REST NOOSA 1:200 | EXISTING SITE PLAN LIMINARY PLANS {OL L123NAI- 14
FINAL PLANS 22.10.15

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 12

 

318°28'00"
15.091m

19350

4100 6250 L 3000

ae

48°29'00"
33.504m

9350
L 3020
|

6100

| 4230
rt

 

 

33.504m
228°29'00"

6000

 

 

 

 

 

438°28°00"
9350

ae

3500

7000

L

2350

 

 

J.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

L 4100 , 6250 hi 4000 L 5000 ,
t t t 1
L 19350 |
q 7
EXISTING LOWER FLOOR PLAN
DISCLAIMER: DO NOT SCALE FROM DRAWINGS.
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.
PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: | PLAN No.:
LOT 123 NAIRANA REST NOOSA 1200 [EXISTING LOWER CRESS PLANS —fta tng ——| L123NAI- 12
FLOOR PLAN FINAL PLANS 22.10.15

 

 

 

 

 

 

 

 

 

Page 13

 

>

48°29'00"
33.504m

19350

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
3500

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

peo CARPORT
Bs 28 :
a5 Z LIVING as a
KITCHEN BED1
a a : \ a ok
od
33.504m
228°29'00"
935
} 19350 4
EXISTING UPPER FLOOR PLAN
DISCLAIMER: DO NOT SCALE FROM DRAWINGS.
ALL DIMENSIONS TO BE CHECKED BY BUILDER ON
SITE PRIOR TO COMMENCEMENT OF WORK. ANY
DISCREPANCIES TO BE REPORTED TO AUTHOR.
PROJECT: PROPOSED EXTENSION TO EXISTING DWELLING AT SCALE: | DESCRIPTION: DRAWN BY: ISSUE: DATE: | PLAN No..
LOT 123 NAIRANA REST NOOSA 1200 | EXISTING UPPER SER Thess ots —— L123NAI- 13
FLOOR PLAN FINAL PLANS 22.10.15