07/0967 - Approved plans [As Published] · 132007.967

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* Window & Door Schedule i '
;
All doors and window sizes are approximate and are to be checked on site. :
All doors and windows in westem red cedar or surian cedar timber.
Coat all timber with 1 coat of Sikkens Cetol + 2 coats Sikkens Super Natural
Prime all timber before or as soon as it arrives on site.
Use 140 x 42 frames, unless otherwise stated.
Allow for black framed aluminium fly screens to all louvred windows inset to outside,
Use safety glass to bathroom and other areas as required.
Use 152 glass louvre blades or 102 timber blades with Hardies mechanism in black.
Allow for a 200 x 50 Hebel sill mould to each window where shown.
Lower level - set windows and doors to 2700mm, unless noted otherwise.
All doors and windows to suit W41 wind loads, or as per engineer's requirements.
** All measurements are height x width.
GROUND LEVEL DOORS
D1 2700 x 2400 feature timber framed pivot door with glass panels
each side, refer to joinery drawings .
D2 2700 x 920 timber framed hinged glass doors, 1 lite
D3 2700 x 2500 x 4 panel OXXO 2 x timber framed hinged glass NOOSA SHIRE COUNCIL
doors with timber louvres each end N S AP ROV E
D4 2700 x 13600 x 6 panel XXX-XXX timber framed glass sliding LA
eo doors, on extended sliding track
5 2700 x 6400 x 3 panel XXX timber framed glass sliding
doors, on extended track
D6 2700 x 3700 x 4 panel OOXO timber framed glass sliding door
with glass louvres each end
D7 2700 x 600 + 4600 + 600 OOXO timber framed glass sliding door
with silicon butt comer with 3 horiz. mid rails each end
D8 2700 x 2500 x 4 panel OXXO 2 x timber framed hinged glass
doors with timber louvres each end
GROUND LEVEL WINDOWS
wW1 3 x 800 x 800 awning windows, satina glass, set at 2400
Ww2 500 x 500 awning window, satina glass, set at 2200
W3 600 x 900 awning window, satina glass, set to bench
W4 2400 x 900 timber louvre, set to step
W5 2400 x 900 timber louvre, set to step
W6 2700 x 1200 glass louvres
W7 3 x 2900 x 900 fixed glass panels, no timber frame, chanel set into blockwork,
glass penetrating water
@ 2700 x 1200 glass louvres
9 2700 x 500 + 2000 silicon butt comer with 3 horiz. mid rails
W10 900 x 900 satina glass louvres set at 2200
W11 900 x 3600 x 3 panels of satina glass louvres
KEY  [) RH RAINHEAD
S _ SPITTER N
Ope DOWN PIPE \
CSR — COLORBOND SHEET ROOF | > oP
SW STORMWATER ROOF PLAN ‘.
——> FALL DIRECTION ‘ DOWN PIPES AND ROOF DRAINAGE LOCATIONS
ARE SUGGESTED ONLY AND BUILOER SHOULD VERIFY SIZE OF ALL
ENSURE ADEQUATE STORMWATER FALL AND ROOFS ON SITE
DRAINAGE AS REQUIRED i
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. . PAUL CLOUT DESIGN : )  (Carerrnwme: TRUST CLOUT >
PAUL CLOUT] | SUITE 4, 44 MARY STREET, NOOSAVILLE | Use wien Gerd ny 00 NOT sae ving. Contacorta very | | [_Steuoness_ La 70shoretaven Die, Noss Wate
~ mi (on $40 5300 sax (a7 sao 509 : oes per ergucerereue ment, These drawings ae tobe red in eonhuncton I: omwncTme: ROOF PLAN & WINDOW SCHEDULE
EMAIL: [email protected] WEB: weww.pauldoutdesign.com.au with engineer's design and details, the accompanying building specification and } ORAWING DATE: 04/05/07__ | scate: 1:100 DRAWING No:
. schedule of finishes. If in doubt, please request clarification. DO NOT ASSUME, LL PRELIMINARY 0 2 . 0)

 

 

 

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10MM RENDER WITH
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EAST ELEVATION

 

 

 

 

 

 

 

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. PAUL CLOUT DESIGN $ GENERAL NOTES: (cuent we: TRUST CLOUT i
P A u L Cc L oO u T SUITE 4, 44 MARY STREET, NOOSAVILLE Use written dimensions only. DO NOT scale drawings. Contractors to verify all . STTE ADORESS: Lot 710 Shorehaven Drive, Noosa Waters
o PO BOX 152, NOOSAVILLE, QLD 4566. dimensions on site prior to commencing works. Site location is Category W41 .
: fi oamncTme ELEVATIONS
~~ PH: (07) 5440 $388 FAX: (07) 5440 5399 1 or as per engineers requirements. These drawings are to be read in conjunction
EMAIL: [email protected] WEB: www. paulcloutdesign.com.au with engineer's design and details, the accompanying bullding specification and seevcone winse” [rea a0 _ “03 0
is IF i a fication. DO NOT -
; schedule of finishes. If in doubt, please request clarification ASSUME. , e PRELIMINARY . ))}
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NORTH ELEVATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

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_— NOOSA SHIRE
SOUTH ELEVATION PLANS APPROVED

 

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. | PAUL CLOUT DESIGN i ( —
GENERAL NOTES: QUENT NAME: = TRUST CLOUT
Pp A Uu L Cc L Oo U T SUITE 4, 44 MARY STREET, NOOSAVILLE Use written dimensions only. DO NOT scale drawings. Contractors to verify all i SITE ADDRESS: Lot 710 Shorehaven Drive, Noosa Waters
ba " BD " dimensions on site prior to commencing works. Site location is Category W41 . orawnctme ELEVATIONS
~~ PH: (07) 5440 5388 FAX: (07) $440 5399 or as per engineers requirements. These drawings are to be read In conjunction |; -
EMAIL: [email protected] WEB: werw.pauldoutdesign.com.au with engineer's design and details, the accompanying building specification and ' ORAWING DaTE: 04/05/07 _| scale: 1:200 DRAWING No:
\ : schedule of finishes. If In doubt, please request clarification. DO NOT ASSUME. L PRELIMIN, ARY 04 . 0)
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PAUL CLOUT

 

 

 

 

 

SUITE 4, 44 MARY STREET, NOOSAVILLE '
PO BOX 152, NOOSAVILLE, QLD 456. f

 

Use written dimensions only. DG NOT scale drawings. Contractors to verify all
dimensions on site prior to commencing works. Site location is Category W41.
FAX: (07) 5440 5399 OF as per engineers requirements. These drawings are to be read in conjunction
WEB: www. pauldoutdesign.com.au with engineer's design and details, the accompanying building specification and
E schedule of finishes, If in doubt, please request clarification. DO NOT ASSUME.

PH: (07) 5440 5388
EMAIL: [email protected].au_

 

 

 

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Stve apORESS: Lot 710 Shorehaven Drive, Noosa Waters

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RADIATA PINE ROOF TRUSSES @ 900 CRS FITTED IN |
ACCORDANCE WITH MANUFACTURER'S SPEC. ;
COLORBOND ULTRA STEEL SHEET ROOFING FITTED IN ACCORDANCE i .
WITH MANUFACTURER'S SPEC. FOR W41 WIND LOADS OR |! 30° PITCH
TO ENGINEER'S REQUIREMENTS. eSB OT Anca ' (
DROPPED |
CEILING
20° PITCH 20° PITCH
200 SERIES BLOCKWORK TO .
@ ENGINEER'S DETAILS :
. HALF-ROUND GUTTERS
WITH EXPOSED BRACKETS
. PITCHING LINE.
JOINERY.
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A 200 UM WATERPROOF MEMBRANE
WATER __| REINFORCED CONCRETE TREATMENT AGAINST TERMITE
SLAB AND FOOTINGS ‘ ATTACK (TERMIMESH OR SIMILAR)
TO ENGINEER'S DETAILS F
SECTION A-A
NOOSA SH,
| PLANS ARG
SIGNATURE
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PAUL CLOUT DESIGN GENERAL NOTES: (quent Nane: TRUST CLOUT >)

 

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DRAWING DATE: 04/05/07 _| sce: 1:100

 

 

L PRELIMINARY

DRAWING No:

 

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