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SUPERSEDED - Request for Change to Development Approval 51993.587.03

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3090 1530 70 2350 1 t RMP b ERI
+ $1530 + + 3510 ri ; 4586 | pe , Receipt No,
11 2 1960 2? 97 2910 0 73 "0 a oe Binur
t t+ 200} $— 3 woo Pitas 04 rien AO eftiaaiow Re pe
+ 6000, eee 286 200 | co? 2 Rs Mh | Sighted
tf a aes bie concrete 4 4316 Rigs ene Ci Fernie
reinforced to engineers :
cea eae
. ; deta NOTE: DUAL FLUSH TOWET CISTERNS TO BE
i — wg gt = 8 INSTALLED WHEN BUILDING IS
j i bath 7 CONNECTED. T? NOOSA WATER
ay | taunory [7 | a & SUPPLY AS FIOM 1st JULY 1987.
a fh fig ea .
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& 2 3 4 = mazes
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cee awe = z -[ 2 |i
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[ress A ii BED 3 DIING particleboard flooring : = ine Wat the ceriticates may
te hale. = ao mr iF “
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get Fete SSE A PS 2 Leva 6 eu ahd.
Laer pm sft a pox ; 2 & 4 ae - F —
ee oe il NC ' ale [{ [Jom # : i E HEALTH AND SAFETY ACT {
’ i TBH GARAGE ¥ bai i i ‘ LA prt aaghey, ¥. ded that uhdor this Act th
fone isi! BED 3 OMI tts Fog 2 rae ig fou td He Ehavo fu tility for sly on this rope
Shiva | | g Slit { £ B gt cs 8 RED 4 fe tei int aPrincipal Connacte:
AG i Bie nes up DiC igs BS Leys ol | *§ Propiest aliice of
a ' “e ! iS 8 ¥xg] ~ UNDERSLAB TORE ane ot Prevention for
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a Be Se ole el 84 eet Bass Car cal 1 [ae reat
=| 3 ge LAUNORY { = 3.3 no \
2. #2 = | + 225 diam fc columns conerete
4 j g ee g an
a 225 diam tc columis concrete " ow " & 190070 Fd continaus ae eae eae
‘ filed ond reinforced to engineers * g]
detald
. 500 2 70 2 a
6000 200 70
+ it $ 8286 py — 2000 wo} $— 230 in 4316 1 2000 4
609 0 30 ! 530 is
iz + 4100 $f oo, zane 2000 3300 " 2400 ; 1846
boo 70 70 70
#44 ta 3000 1500_ 2389 3510 3970 4586 4
WORKING HOURS
¢——____ 5600. 1000 4—2000_ | oy 8556 i) 2000 |
“4 “ CONSTAUGTION WORK AND OTHER ASSOCIATED ACTIVITTE:
: es ARE PERMITTED ONLY DURING THE HOURS OF 7.00 ai
| FRAING SCHEDULE pepe Sire Se Rane Ne ce
ON SUN!
LNINS EXTENDED HOUNS ARE APPROVED BY THE BUILDIN’4
WALLS ~ EXTERNAL LOAD BEARING Mee ut ueaesea eo
LOWER FLOOR JOINERY S oard-{o wolls- of bathroom, w.c, ‘foundry
———— rae UPPER FLOOR JOINERY 70 x 38 studs at 450 centres, not natched for bracing bars
ee es SIE [Une stuns Wino | Size Tye] coméent | Hea Size [ume Stubs 2/70 x 38 top plates, 70-x 38 bottom plate bo
eee ae patio = ¥8 | 12002100 | Sliding ~__ [170570 Fitke [2770035 Fe Rae ort 10mm plosterboord thro 50 x 38 pine
BBE ye y x
2S | s00x600 Sliding ao eee Set} ———__| ea Fit | 2/7055 Fe WALLS, INTERNAL NON LOAD BEARING a ore os 1540
¥ 4 T 2100x3500] Sttding pee, alas Sl pores eent - 2 : 4.5 Versikx to all soffite on 50 x 38 Pine battens
WS | t2001 W11_ | 2100x3000 | St i¢ing ‘door = = 70 x 35 studs at 450 centres, may be notched for bracing ot 450 centres, 9 CHINE OF NCCSA
200 | St iding 70 x 3S top ond bottom plates, ond one mw nngging re Joct locompltance
6 | 12001800 | Stiding Thise'snand ypwcteaton ery be approved subse PATE
"7 [21003000 [$11 ling | load bearing wallt to be F14 wnseasoned thicknessad hardood AM the. tequirement of the Boling Act 18)
a a Al non toed bearing walls to be FS seasoned Rodiato cinesdmanta ta the Ast, Crepe pecan
Sra CRP Leakey { A fntels fo be F17kd hordrood hawa on the approved plant eatan be
MEMBER © Sane B 7 : Under e> clroumalancns may tho plan wad WEECT ORAS, Mt
So Say a Wag i ean AY framing to be in accordonce with Trodac Timber Froming ee at ibn
Cond, ay, Sorte, \ ad 3 Dail Chane & k Manual for W41 axporure Bi . re R
es MWe Nc wo ee Seus, claratres HOUSE DI
oka ol a Oordiod ter Aen SUITE 1% RALWAY SQUARE DIAWCSD STREET COOROY
Bas 257, COOROY —TELE?HONE 074477011

 

 

 

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