Amended Plans - 14 - 16 Venture Drive · MCU17/0078

Page 2

 

 

PROPOSED
LOT

LOT 100
SP. 216079

3.335 OMP

 

 

 

 

 

 

60.47% a

li i

* * I 2k * |

0.05 OMP ee

‘STAGE DIVISION LINE
STAGE 2
PROPOSED 6
STAGE 1
PROPOSED 6 oar LOT 16 FACTORY UNITS
FACTORY UNITS °
ee

 

LOT 15
SP. 216079

55.0

 

0.05 OMP:

 

 

 

16.00 OMP.

 

 

 

 

STAGE DIVISION LINE

 

 

 

 

 

 

 

 

conerete

 

VENTURE

 

STAGING PLAN

12 FACTORY UNITS

16 VENTURE DRIVE, NOOSAVILLE.

32 OMP.

48.878

0.07 OMP

 

 

NOTE:- ALL DIMENSIONS TO BE
VERIFIED BY BUILDER PRIOR TO
COMMENCEMENT OF WORK.

 

 

 

STAGING PLAN

TOTAL SITE AREA STAGE 1 - 2306.8 m
TOTAL SITE AREA STAGE 2 - 970.2 m

PROPOSED USE AREA STAGE 1 - 1116.9 m?
PROPOSED USE AREA STAGE 2 - 989.7 m
PROPOSED TOTAL USE AREA - 2106.6 m?

PROPOSED LANDSCAPE AREA STAGE 1 - 372.3
PROPOSED LANDSCAPE AREA STAGE 2 - 152.5
PROPOSED TOTAL LANDSCAPE AREA - 524.8 m

PROPOSED CAR PARKING AREA STAGE 1 - 339.5 m?
PROPOSED CAR PARKING AREA STAGE 2 - 30.2 m*
PROPOSED TOTAL CAR PARKING AREA - 369.7 m?

2
2

na 3

PROPOSED SCOOTER PARKING AREA STAGE 1 - 9.0 m
PROPOSED SCOOTER PARKING AREA STAGE 2 - 3.0 nf
PROPOSED TOTAL SCOOTER PARKING AREA - 12.0 m?

CARPARKING PROVIDED = 26 CAR SPACES & 4 SCOOTER SPACES

Hee... EASEMENT

 

TLF DEVELOPMENTS PTY. LTD.

ABSA IIIS E96

 

PROPERTY DESCRPTION

PROPOSED 12 FACTORY UNITS
ON LOT 16 S.P. 297259
20-22 VENTURE DRIVE,

DS & AS DEVELOPMENTS PTY. LTD. +200 @all

"63047
14:8:17

 

 

 

 

NOOSAVILLE.

veer 2or 8

 

Page 3

 

 

 

 

 

 

      
 
 

 

 

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
  

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

LOT 100
SP. 216079
NOTES ALL DRENSONS TO BE
N fe g g TTOMMENCEMENT OF WORK,
ig 5.08 Block wall 60.67% 508 414 EB
30001 Water Tank JO O%, FR, S41 5 54 540 sat = ve co oa 5 oF comer ‘30001 Water Tank
te) Bn * * as 30 Pt
0.05 OMP 4 — SS .32 OMP
;
5-76 e171 5 8 8 555 5 51
om LANDSCAPE PLAN
OO
LOT 16 PROPOSED 6
i LOADING
Bay 5.297259 FACTORY UNITS | TOTAL SITE AREA STAGE 1 - 2306.8 my
OTRATE STAGE 2° TOTAL SITE AREA STAGE 2 - 970.2 m
. _| “— pnatdoee, A | s2gus PROPOSED LANDSCAPE AREA STAGE 1 - 372.3 m
Lor 15 P OH. T-: ow 8 PROPOSED LANDSCAPE AREA STAGE 2 - 152.5 m?
sp. 216079 s | ¢ 88 |Z ° ols PROPOSED TOTAL LANDSCAPE AREA - 524.8 m2
R - eo 8 25/8 PROPOSED CAR PARKING AREA STAGE 1 - 339.5 m?
78 OeOX = PROPOSED CAR PARKING AREA STAGE 2 - 30.2 m
PROPOSED 6 paanace 4 |, ceretoker [oo Coreraker PROPOSED TOTAL CAR PARKING AREA - 369.7 m?
’* FACTORY UNITS er wore ou ,
STAGE 1 . i 3 PROPOSED SCOOTER PARKING AREA STAGE 1 - 9.0 m
Bo *o PROPOSED SCOOTER PARKING AREA STAGE 2 - 3.0 ni
: La5Q . PROPOSED TOTAL SCOOTER PARKING AREA - 12.0 m@
oe : se ¥G ”
° * © Oo * NOTE:- ALL BUILDING WORKS SHALL COMPLY WITH THE RELEVANT
‘Q *O, AUSTRALIAN STANDARDS AND THE REQUIREMENTS OF
* KO nael * TUL LEVELS ARE IN METRES AND ARE BASED ON AUSTRALIAN
5 . * Oo * Qe 58 Fie REFER 10 ENGINEERS REPORT FOR ALL FOUNDATIONS, CONCRETE SLABS,
‘© oO 5 86 TILT SLAB PANELS, BRACING AND STRUCTURAL STEEL MEMBERS.
js 07 OK Ole DRAINAGE = -——##——-——sa 0.07 OMP
GRATE "
DRAINAGE 609 Be O) * 9 597 ° 5% gl cs
0.05 oMP > GRATE +/* Ox¥*O } N. ate nous .
. Staff Be Oy . a. | oO SY TANDSEAI
a * SHO YX ae OG! on ROE
z % tt ke ROR, RIVEWAY EXIT/$1 08 CETTE sa 5 S
3 DRIVEWAY, ENTRY ORO oO Ox 0% —— =o5 | 93! ee ae oe .
wr soe So 5 . a
eLgergiciry 8 6 . 33.765 612
oe om concrete om path
ev s® gp Po cone fe, oe ra

 

 

VENTURE DRIVE

LANDSCAPE PLANTING SCHEDULE

 

SYMBOL BOTANICAL NAME COMMON NAME GROWTH HABIT POT SIZE QUANTITY
TREES
ACMENA HEMILAMPRA BUSH SATINASH SMALL TREE 45 | 5
CUPANIOPSIS ANACARDIOIDES TUCKEROO MEDIUM TREE 45 | 5
PLANTER BOXES
* CALLISTEMON "GREAT BALLS OF FIRE” CALLISTEMON STRAPPY GROUND COVER 140 mm 57
SHRUBS
oO WESTRINGIA FRUTICOSA ‘SMOKEY’ SMOKEY SMALL SHRUB 140 mm 62

 

TLF DEVELOPMENTS PTY. LTD. apsatiisass

 

DS & AS DEVELOPMENTS PTY. LTD. +200 @all

PROPOSED 12 FACTORY UNITS LANDSCAPING NOTES aT RT ESET
LOT 16 VENTURE DRIVE > NOOSAVILLE. 100mm COVER OF SELECT GARDEN MULCH TO ALL GARDEN BEDS. PROPOSED 12 FACTORY UNITS

ON LOT 16 S.P. 297259
20-22 VENTURE DRIVE,
NOOSAVILLE. seer Zor 8

    

 

 

 

 

 

Page 4

 

 

SCOPE.
GENERAL CONDITIONS

SITE PREP 7 EARTHWORKS

MATERIALS 7 SERVICES

HARDSCAPE

PLANT MANAGEMENT

SOFTSCAPE

TURF (green couch)

IRRIGATION (if required)

LANDSCAPE ESTABLISHMENT

PERIOD

SPECIFICATION FOR LANDSCAPE WORKS

 

PERFORMANCE.

ALL LANDSCAPE CONSTRUCTION WORK IS TO BE CARRIED OUT IN COMPLIANCE WITH RELEVANT COUNCIL APPROVALS AND TO INDUSTRY BEST
PRACTICE. ANY CHANGES FROM DESIGN DOCUMENTATION MUST BE APPROVED BY PROJECT LANSCAPE ARCHITECT PRIOR TO CONSTRUCTION ON SITE

EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE UNDERTAKEN WHERE NECESSARY TO ENSURE NO DETRIMENTAL EFFECT TO DOWNSTREAM
WATERWAYS OR NEIGHBOURING SITES.

PRIOR TO COMMENCEMENT OF WORKS, EXISTING SITE CONDITION IS TO BE DOCUMENTED BY CONTRACTOR. ALL EXISTING AND PROPOSED SERVICES
ON SITE ARE TO BE LOCATED AND CLEARLY IDENTIFIED. ALL BUILDING RUBBISH AND DELETERIOUS MATERIALS ARE TO BE REMOVED FROM SITE TO
APPROVED WASTE LOCATION.

LANDSCAPE AREAS SHALL BE SCARIFIED TO A DEPTH OF 150mm TO PROMOTE GOOD GROWTH FOR TURF AND PLANTING

ALL MATERIALS TO BE USED IN THE CONSTRUCTION OF THE DESIGNED LANDSCAPE ARE TO BE OF AN INDUSTRY STANDARD QUALITY AND FROM A
A SUSTAINABLE SOURCE WHERE POSSIBLE. NO MATERIALS USED ON SITE SHALL BE TOXIC TO HUMANS, ANIMALS OR PLANTS.

ALL SELECT ITEM MATERIALS ARE TO BE APPROVED BY THE CLIENT PRIOR TO CONSTRUCTION ON SITE.

PROVIDE SERVICE CONDUITS TO ALL GADEN BEDS FOR IRRIGATION AND DRAINAGE PURPOSE. PROVIDE CONDUITS FOR LIGHTING WHERE REQUIRED.
ENSURE ADEQUATE DRAINAGE TO PLANTING AREAS FOR SPECIFIC SITE SOIL CONDITIONS VIA THE USE OF SLOTTED AGRICULTURAL DRAIN (SELECT
SELECT TYPE FOR APPLICATION). OVERLAND FLOW PATHS WITHIN GARDEN BEDS (SELECT) RIVER GRAVEL ON GEOFABRIC MATERIAL) AND SURFACE
STORMWATER PITS (LOCATED IN GENERALLY CONCEALED POSITIONS).

PROPOSED HARDSCAPE ITEMS ARE TO BE CONSTRUCTED TO AUSTRALIAN STANDARDS AND RELEVANT COUNCIL CODES BY A SUITABLY LICENSED

A SUSTAINABLE SOURCE WHERE POSSIBLE. NO MATERIALS USED ON SITE SHALL BE TOXIC TO HUMANS, ANIMALS OR PLANTS.

EXTRUDED CONCRETE EDGE: EDGING TO BE LAID BY SUITABLE CONTRACTOR ON A COMPACTED SUBGRADE. SELECT COLOUR AND PROFILE BY CLIENT.
DELINIATION OF EDGE AS PER LANDSCAPE WORKS.

TIMBER EDGING 200x 50 TREATED PINE FIXED AT 900mm CRS WITHY TREATED STAKES AND GALVANISED FIXINGS. SPADE CUT EDGE: SPADE CUT
EDGING IS CREATED USING A SHARP EDGE SPADE, TO CREATE A ‘V' SHAPED CHANNEL TO THE EDGE OF THE GARDEN BED.

ALL PLANT SPECIES ARE DETAILED WITHIN THE PLANT SCHEDULE. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR ACCEPTANCE BY COUNCIL AND
PROJECT LANDSCAPE ARCHITECT.

THE CONTRACTOR SHALL OBTAIN ALL PLANTS AS SPECIFIED FROM AN ACCREDITED NURSERY OR OTHER APPROVED SOURCE. PLANTS SHALL BE
PRE-WATERED PRIOR TO ARRIVING ON SITE.

PLANTS SHALL BE HEALTHY, HARDY AND OF GOOD FORM. THE ROOT SYSTEM OF EACH PLANT SHOULD NOT BE ROOTBOUND AND CONDUCIVE TO
SUCCESSFUL TRANSPLANTATION. ALL PLANTS TO BE PEST AND DISEASE FREE WITH CONTAINERS FREE FROM WEEDS.

STREET TREE SPECIES ARE TO COMPLY WITH NATSPEC AND RELEVANT COUNCIL CONDITIONS.

STAKE TREES WITH A MIN. OF TWO 50x50 HWD STAKES AND HESSION STRAP OR SIMILAR AS NOT TO DAMAGE TREE. FIGURE ‘8’ DETAIL RECOMMENDED.
NO TYPE OF STAKE TO PLACED THROUGH ROOTBALL OF PLANT AT ANY TIME.

EACH PLANT TO HAVE ADDED WATER CRYSTALS TO PLANTING HOLE AND WATERED IN AFTER PLANTING AS REQUIRED. PLANT STOCK MAY BE
REJECTED IF NOT CONFORMING WITH ABOVE SPECIFICATIONS.

SETOUT OF ALL SOFTSCAPE AREAS TO BE IN ACCORDANCE WITH APPROVED PLANS. PLANTING ARES TO BE MOUNDED TO ACHIEVE ADEQUATE
DRAINAGE AND AESTHETIC PRESENTATION.

SOIL: A GOOD QUALITY FRIABLE, MODERATELY DRAINING, ORGANIC ENRICHED LANDSCAPING SOIL MIX SHALL BE IMPORTED FROM AN APPROVED
SOURCE. THE SOIL SHOULD NOT CONTAIN ANY CLAYAND BE FREE FROM CONTAMINENTS SUCH AS WEEDS, STICKS AND ROCKS. IMPLEMENTATION WITHIN
GARDEN AREAS TO A MIN OF 300mm DEPTH.

ORGANIC MULCH: FOREST MULCH IN ITS VARIETY OF FORMS IS TO BE SUPPLIED AND INSTALLED TO A MIN. DEPTH OF 100mm. MULCH IS TO BE FREE OF
FOREIGN MATTER INCLUDING WEEDS, SOIL, STICKS AND ROCKS. AVOID PLACEMENT OF MULCH AGAINST STEM OR TRUNK OF PLANTS. GRADE MULCH

TO BE SELF RETAINED WITHIN GARDEN EDGING.

GRAVEL MULCH: SELECTED WASHED RIVER MULCH GRADED IN SIZE AND COLOUR. USE IN AREAS AS SPECIFIED OINPLANS. TO BE USED TO SEPARATE
ORGANIC MULCH FROM WALLS OF BUILDINGS, ADJACENT PATHS AND TOO FACILITATE DRAINAGE WITHIN GARDEN BEDS. MIN. DEPTH TO BE TWICE THE
DIAMETER OF THE LARGEST PEBBLE.

TURF SHALL CONSIST OF A DENSE, WELL ROOTED, VIGOROUS GRASS GROWTH WITH MIN. 25mm OF TOPSOIL. TURF IS TO BE DELIVERED TO THE SITE
WITHIN 24 HOURS OF BEING CUT. TURF SHOULD BE FREE FROM DELETERIOUS MATERIAL.

INCLUDING WEEDS, SEEDS OR ROOTS INCLUDING NUT GRASS AND OXALIS. TURF SHALL BE SUPPLIED IN UNIFORM SIZE IN UNBROKEN CONDITION. MOISTURE
LEVEL TO REMAIN CONSISTENT DURING LAYING. TURF TO BE LAID ALONG CONTOUR AND PINNED IF GRATER THAN 1:4 SLOPE.

PREPARE SUBGRADE TO A LEVEL BASE WITH AN APPROVED TOPSOIL AND SPREAD UNDER TURF FERTILIZER AT RECOMMENDED RATE. TURF TO FINISH
LEVEL WITH PATHS, EDGES AND KERBS AFTER ROLLING AND SETTLEMENT.

IRRIGATION TO BE INSTALLED BY A SUITABLY QUALIFIED CONTRACTOR AND BE INSTALLED IN ACCORDANCE WITH ALL COUNCIL WATER REGULATIONS
THE MOST WATER EFFICIENT METHOD OF IRRIGATION IS TO BE USED, CONNECTED TO A TANK SUPPLY WHERE POSSIBLE. CONDUITS TO BE LAID TO ALL
GARDEN ARES TO PROVIDE A REGULATED COVERAGE. FLUSH AND PRESSURE TEST PRIOR TO COMMISSIONING.

PROVIDE AS CONSTRUCTED DRAWINGS CLEARLY SHOWING LOCATION OF ALL IRRIGATION COMPONENTRY.

THE CONTRSACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE OF ALL LANDSCAPE WORKS FOR A PERIOD OF 13 WEEKS AFTER COMPLETION
MAINTENANCE IS TO INCLUDE MOWING OF TURF, REMOVAL AND SPRAYING OF WEEDS, PRUNING AND TRIMMING OF SHRUBS WHERE REQUIRED, REPLACEMENT
OF DEAD OR DISEASED PLANT STOCK AND CORRECT WORKING OF IRRIGATION SYSTEM.

WATER IS TO BE PROVIDED TO ALL SOFT LANDSCAPING AT A REQUIRED RATE DURING THE ESTABLISHMENT PERIOD TO ENSURE HEALTHY AND VIGOROUS

GROWTH.

LANDSCAPE DETAILS

REF 63047 suet Lor 8

 

 

Page 5

 

 

PROPOSE D
LOT

12 FACTORY UNITS

16 VENTURE DRIVE, NOOSA VILLE ye

 

 

 

 

 

 

 

     
      
   
  

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
 
 
     

 
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ABSA IIIS E96

 

 

  

29950 30150
50 7610 13990 ia 7750 150] 150 7750 i 13625 * 8175. 150
4900 1002660 190 8150 190 13640 17150 190 6775 190 5725
u u F.R.L. 90/90/90 v FAR.L. 90/90/90 u u
8 a
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% =
’
g UNT 6 Z UNIT 7 le | -—- - — —| es]
S|) Sa = AREA - 97.7 a “ AREA ~ 97.7 m? Ss 100x100x5 SHS 39
= ARES ABOVE) ARES ABOVE} ie ‘STEEL POSTS *
| Wont00x5 SHS UNIT S le FLL. 6.3 FL. 6.3 iS | TO ENGINEERS DESIGN Iz
TO ENGINEERS DESIGN AREA - 142.9 m° iS USE AREA - 87.1 m? USE AREA - 87.1 m? at | ia
FL. 63 EN fe
LINE OF | USE AREA - 137.3 m* ez |
2 MEZZANINE OVER) 4 AREA ~ 162.6 nf |
3] 3 ee FL. 63
3
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| | iS |S
ROLLER DOOR g 8 ROLLER, DOOR ROLLER DOOR 8 8 ROLLER, DOOR
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4200 HIGH gl x 2700 HIGH A 2700 HIGH 8 8 4200 HIGH UNT 9
3 0 |
& AREA - 241.4 nf —— —L— AREA - 193.5 m?
FL63 Ke Ke D> FL. 63 100x100x5 SHS
100x100%5. SHS USE AREA - 231.3 m c B A : STEEL POSTS
‘STEEL POSTS. a USE AREA - 183.2 m? TO ENGINEERS DESIGN
To ENGINEERS DESIGN |
a) 3 g G) B85 z ie
3] 8 B88 See
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5| 2 AREA - 128.4 nf « USE AREA - 86.6 m' | TO ENGINEERS DESIGN s
| FL. 6.3 8sz 3 NS
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| NOTE: - ALL BUILDING WORKS SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS AND THE REQUREMENTS OF THE BUILDING CODE OF AUSTRALIA. FL. 63 |
| UNIT 2 = ALL LEVELS ARE IN METRES AND ARE BASED ON AUSTRALIAN HEIGHT DATUM. USE AREA - 89.2 mi
~ REFER TO ENGINEERS REPORT FOR ALL FOUNDATIONS, CONCRETE SLABS, TILT SLAB PANELS, BRACING AND STRUCTURAL STEEL MEMBERS. lo
S| el AREA - 128.4 nf - FRL TO COMPLY TABLE S SPECIFICATION C110 BCA TYPE C CONSTRUCTION. Py
5| 27 FL. 6.3 &..,. = EMERGENCY LIGHTING AND EXIT SIGNS IN ACCORDANCE WITH AS2293.1 TO BE POSITIONED OVER STAIRS, THROUGHOUT TENANCY AND EXIT DOORS. fl UNE OF | LoceR a
| USE AREA - 118.1 m? 883 ~ FIRE EXTINGUISHERS TO COMPLY WITH AS2461. MEZZANINE OVER |
19010045 SHS \ ect ~ FLOOR COVERINGS TO COMPLY WITH SPECIFICATION C1.10 OF BCA.
TO ENGINEERS DESIGN 43s = DOOR HARDWARE TO COMPLY WITH CLAUSE D2.21 OF THE BCA AND AS1428.1. Cc FR. 90/90/90| °
ol | gR5 = WET AREA WATERPROOFING TO WET AREAS IN ACCORDANCE WITH AS3740. 8
§ = LOCKER = MECHANKAL VENTILATION SYSTEMS IN ACCORDANCE WITH AS1668.1 TO BATHROOM SPACES. COCO |
*| Et | = BATHROOM FIT OUT TO COMPLY WITH AS1428.1. up |
HOS = NON-SLP NOSING EDGES TO STAIRS TO AS1428.1 AND CLAUSE D2.14 OF BCA. I
Unsext |x | = STAIRS TO HAVE OPAQUE RISERS TO COMPLY AS1428.1, > | lo
ABLE a = STAIR HANDRAILS TO BOTH SIDES OF STAIRS AND TACTILE INDICATORS TO COMPLY WITH AS%428.1. | le
e TORET: L FRL. 90/90/90 = ALL DOORS TO COMPLY WITH AS1428.1 MINIMUM CLEAR WDTH TO BE 850mm ie. 920mm MINIMUM DOOR TO BE INSTALLED. UNT 12 I a
8 = BALUSTRADE TO MEZZANINE TO COMPLY WITH CLAUSE D2.16 OF BCA BEING MINIMUM HEIGHT tm AND MAXIMUM 125mm OPENINGS. g AREA - 102.1 m? I
coco . LockER
FL. 6.3 |
| S. USE AREA - 91.8 m? H =8 |3
2 UNIT 1 sss le 100x100x5 SHS 1
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100x100%5. SHS AREA ~ 11h. mi? fee ZA _ DENOTES PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH AS 2644 aes TO ENGINEERS DESIGN mS LINE OF
TO ENGINEERS DESIGN FL. 6.3 aRs See | MEZZANINE OVER le
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Ss HUNISEX AT NOTE:- ALL DIMENSIONS TO BE ls TLF DEVELOPMENTS PTY. LTD.
al oroeet Fa VERIFED BY BUILDER PRIOR TO iz
a| 5 HEH Ht " SOMMENCEVENT OF WORK: DS & AS DEVELOPMENTS PTY. L
09.18, TROPERTY DESRPTION
\ 1 ro u mn u \ 1 \ PROPOSED 12 FACTORY UNITS
t tr t t tT Tr Tr r r T ON LOT 16 S.P. 297259
450 7050 100 7350 150] 450] 5600 150 7750 150) 150 7750 150 9100 liso 8700 wo 3900150 20-22 VENTURE DRIVE,
15000 1300 13650 T7150 13000 NOOSAVILLE.

CALE
TD.1:100 @ Al

  

14:8:17

 

steer 5 oF 8

 

 

 

Page 6

 

 

PROPOSED 12 FACTORY UNITS
LOT 16 VENTURE DRIVE, NOOSAVILLE. Ving by SoLbex Phono

COMMENCEMENT OF WORK.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

            
 
  

            
   

 

 

 

 

 

 

 

 

 

 

09.18 09.18 09.18,
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FL. 9.6 a | [pant] REF 7 rer (2g) l[rant||&5 Lo
qotAL GRA. 1060 mi” 1W0x100x5 SHS STEEL POSTS Re L‘DRY: DRY’ 23 noxtnbes SHS STEEL posts I -L. 9. At J, Fe 96
LTOTAL USE AREA 102.3 m i TO TNINTERS weet oS KITCHEN Ca eS KITCHEN ao TD SUPPORT UNIVERSAL BEAM Vv BAA, 46.2 mm | TOTAL GF a ot wa
, +* ova val “3 TO ENGINEERS DESIGN Ne yst grea 162 a A ‘AL USE Al ay: ni
22 ! [M 2
! a u ee ee
Aisa | RE == PROPOSED CARETAKER PROPOSED CARETAKER += u
ti UNIVERSAL BEAM OVER TOTAL G.F.A. 97.7 mi? { INCL. BALC )DN }|| DN TOTAL G.F.A. 97.7 m? ( INCL. BALC } UNIVERSAL BEAM OVER
4, 7 exes ESIGN TO ENGINEERS DESKIN TOTAL USE AREA 92.9 m* TOTAL USE AREA 92.9 nt Tovewanecks vesin | if
FL. - 9.6 FL. - 9.6
DINING DINING tt
UNIT 5 uur 6 UNIT 7 UNIT 8 i
1
LIVING _ "
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21.21 S/d = YL “ I] 100x100x5 SHS STEEL POSTS
$ |] TO SUPPORT UNIVERSAL BEAM
BALCONY | i TO ENGINEERS DESIGN
3
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09.24 09.24 Kt MIT 9
‘ibutonas, Sis STEEL Posts | Ke B

(0 SUPPORT UNIVERSAL BEAM
TO ENGINEERS DESIGN

1

1

1

1

1

1

1

1 UNIVERSAL BEAM OVER
! TO ENGINEERS DESIGN
1

1

1

1

1

1

I!

     
    
  
   

 

 

 

 

 

F.RL. 90/90/90

UNIVERSAL BEAM QVER
TO ENGINEERS DESIGN

™

F.RL. 90/90/90

 

UNIT 10

UNIVERSAL BEAM OVER
"TO ENGINEERS DESIGN

| in
F.R.L. 90/90/90
!

RL. 90/90/90

 

Fl. 96 //
TOTAL &

ea 437 aX |
TOTAL USE AREA vo
J. |

 

7

 

1
1
1
1
1
| F.RL. 90/90/90
1
1
1
i

 

 

FRL. 90790790

UPPER FLOOR PLAN ur 1

   

   

FL. 9.6
TOTAL GFA. 45.7 mC
= ALL LEVELS ARE IN METRES AND ARE BASED ON AUSTRALIAN HEIGHT DATUM. IOTAL USE AREA 40,9 ri!
= REFER TO ENGINEERS REPORT FOR ALL FOUNDATIONS, CONCRETE SLABS, TILT SLAB PANELS, BRACING AND STRUCTURAL STEEL MEMBERS.
= FRL TO COMPLY TABLE 5 SPECIFICATION C110 BCA TYPE C CONSTRUCTION.
UNIT 2 = EMERGENCY LIGHTING AND EXIT SIGNS IN ACCORDANCE WITH AS2293.1 TO BE POSITIONED OVER STAIRS, THROUGHOUT TENANCY AND EXIT DOORS.
= FIRE EXTINGUISHERS TO COMPLY WITH AS2441,

1

1

1

1

1

1

I NOTE: - ALL BUILDING WORKS SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS AND THE REQUIREMENTS OF THE BUILDING CODE OF AUSTRALIA.
1
1
1
1
1
| = FLOOR COVERINGS TO COMPLY WITH SPECIFICATION C1.10 OF BCA.
1
1
1
1
1
1
1
L
T
1
1
1
1

    
  
 

= DOOR HARDWARE TO COMPLY WITH CLAUSE D2.21 OF THE BCA AND AS1428.1. FRU. 90/90/90
~ WET AREA WATERPROOFING TO WET AREAS IN ACCORDANCE WITH AS3740.

~ MECHANICAL VENTILATION SYSTEMS IN ACCORDANCE WITH AS1668.1 TO BATHROOM SPACES.

~ BATHROOM FIT OUT TO COMPLY WITH AS1428.1,

= NON-SLP NOSING EDGES TO STAIRS TO AS1428.1 AND CLAUSE D2.14 OF BCA.

= STAIRS TO HAVE OPAQUE RISERS TO COMPLY AS1428.1.

~ STAIR HANDRAILS TO BOTH SIDES OF STAIRS AND TACTILE INDICATORS TO COMPLY WITH AS1428.1.

F.RL. 90/90/90 = ALL DOORS TO COMPLY WITH AS1628.1 MINIMUM CLEAR WIDTH TO BE 850mm i.e. 920mm MINIMUM DOOR TO BE INSTALLED.

~ BALUSTRADE TO MEZZANINE TO COMPLY WITH CLAUSE D2.16 OF BCA BEING MINIMUM HEIGHT tm AND MAXIMUM 125mm OPENINGS.

 

 

 

 

Le 9.6 7
waa at A

Veet

7 AM

TOTAL GFA. 43.

TOTAL USE AREA 38.9 0
A

 

 

 

UNIT 12

UNIVERSAL BEAM OVER
"TO ENGINEERS DESIGN {TO ENGNEERS BES

UNIT 1 ZA __ DENOTES PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH AS 2644

  
  

TOTAL USE AREA 32.2 nt
(=) (DENOTES EMERGENCY EXIT SIGN IN ACCORDANCE WITH AS 2293.1

[EX] __ denotes venten skyuicHt

 

 

 

 

 

 

 

 

NOTE:- ALL DIMENSIONS TO BE
VERIFIED BY BUILDER PRIOR TO

COMMENCEMENT OF WORK. TLF DEVELOPMENTS PTY. LTD. assarsisose

 

 

 

 

 

 

 

 

 

 

DS & AS DEVELOPMENTS PTY. LTD. F100 @ All
PROPERTY DESCRPTON

PROPOSED 12 FACTORY UNITS
ON LOT 16 S.P. 297259 1l:8:17
20-22 VENTURE DRIVE, =

NODSAVILLE. err 6 oF B

 

  

 

 

 

 

 

Page 7

 

 

 
     

|| | | TT SELF SUPPORTING AWNING 0
HL AMITIIUI

SELF SUPPORTING AWNING

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TILT SLAB PANEL
g SELF SUPPORTING AWNING | seLF SUPPORTING AWNING ll aT TTT To thawkees pec SELF SUPPORTING] AWNING
TILT SLAB PANEL | A | —
To ENGINEERS DESIGN —
ELEVATION 1
TILT SLAB PANEL TILT SLAB PANEL
TO ENGINEERS DESIGN TO ENGINEERS DESIGN
PAINTED ARCHITECTURAL SHAPES IN
ELEVATION 2 COLOURS TO COMPLIMENT BUILDING
TILT SLAB PANEL
SELF SUPPORTING AWNING 10 ENGNEERS. DESIGN
=
ELEVATION 3
PAINTED ARCHITECTURAL SHAPES IN
COLOURS TO COMPLIMENT BUILDNG
TILT SLAB PANEL
TO ENGINEERS DESIGN
ELEVATION 4
LIGHTWEIGHT MODEC
BOARD SELF SUPPORTING AWNING
SELF SUPPORTING AWNING TILT SLAB PANEL SELF SUPPORTING AWNING
TILT SLAB PANEL 2 TO ENGINEERS DESIGN
TO ENGINEERS DESIGN gf
UNIT 5 & UNIT 8
ELEVATION 5 ELEVATION 6

 

TLF DEVELOPMENTS PTY. LTD. apsatiisass

PROPOSED 12 FACTORY UNITS orm AO mo
LOT 16 VENTURE DRIVE, NOOSAVILLE. PRON LOT 16S. 297259

20-22 VENTURE DRIVE, 14:8:17
NOOSAVILLE. nen 798

 

 

 

 

 

 

Page 8

 

BOX GUTTER SYSTEM 8050
TO ENGINEERS DESIGN

 

5030309 s510_ 9 303059

C_PURLINS @ 1200 CRS. 1940 **r000]| 1510 || 100°? 1940

UMIT OF TILT
TO / DESIGN SLAB WALL

v _

 

 

‘TRIMDECK SHEET ROOFING SYSTEM
FIXED TO MANUFACTURES SPECIFICATIONS

NOTE:- ALL DIMENSIONS TO BE
VERIFIED BY BUILDER PRIOR TO
70 70 90 t — 99 COMMENCEMENT OF WORK.
1000: t 2490 t 1000 na 1440 tt 900

 

 

 

 

 

 

 

 

 

 

 

 

  

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

. Nee BEAMS @ ee . - 3 3|
TYPICAL MEZZANINE Fr ge
TYPICAL FACTORY vam scans \ 3 ° 3
cmogsayg SET ate 2 ‘ ht rae
sean ear ene Ss gaetem 10 BREE Bs eh WNC | UNG
wa Tes | 100 x Ho x5 Sis STEEL posts ——| -
TO ENGINEERS DESIGN fu 63 ACCORDANCE WITH PART 02.13 OF B.C.A. varveat suesace _| / . a . Ke
SOY OO HF EWU WSSS SOPH SOAP Oo =
CRRRRQRRQ iE QE, CRORE CARETAKER FLOOR PLAN

ARES
YY > ~ 1:100
KKK STRIP FOOTING

‘ON BOUNDARY
TO ENGINEERS DESIGN

Ate KK
LYN IQA BOX GUTTER SYSTEM

TO ENGINEERS DESIGN
150 mm THICH CONCRETE SLAB

TO ENGINEERS DESIGN

  
    
   

‘TRIMDECK SHEET ROOFING SYSTEM
FIXED TO MANUFACTURES SPECIFICATIONS C PURLINS @ 1200 CRS.

CONCRETE STR¥b FARHEERS DESIGN ‘TO ENGINEERS DESIGN

UMIT OF TILT

/ ‘SLAB WALL

SECTION A —- A

BOX GUTTER SYSTEM
TO ENGINEERS DESIGN A

2° PITcH ——>

 

TRIMDECK SHEET ROOFING SYSTEM NY

FIXED TO MANUFACTURES SPECIFICATIONS

C PURLINS @ 1200 CRS. UNIVERSAL BEAMS ® APPROX. 6.0 m

  

 

TILT SLAB PANEL
TO ENGINEERS DESIGN

3000 wide ———_|

CONCRETE DRIVEWAY
TO ENGINEERS DESIGN

 

 

| —_ TILT SLAB PANEL

TYPICAL FACTORY

FL. 6.3

 

 

= NATURAL SURFACE

 

 

CONCRETE STRIP FOOTING
‘TO ENGINEERS DESIGN

PROPOSED

 

  
 

 

 

YY Y2YYY LYLE PY ”™"Y
KRAKRKARARAINRARARE™
YSSINN NRRL
KRRALQQEC

150 mm THICH CONCRETE SLAB

IN BOUNDARY
TO ENGINEERS DESIGN ‘TO ENGINEERS DESIGN

SECTION B - B
12 FACTORY UNTITS

‘TO ENGINEERS DESIGN

CONCRETE DRIVEWAY

TO ENGINEERS DESIGN ~
<

"300 HH
3000 WIDE ———_|

UMIT OF TILT INTERVALS TO ENGINEERS DESIGN
TO ENGINEERS DESIGN SLAB WALL
/ ALUMINIUM FRAMED WINDOWS
By —S TYPICAL CARETAKER
IL Ke ——$—= LIVING KITCHEN BATH
UNIVERSAL BEAMS @ APPROX. 6.0 m TILT SLAB PANEL
INTERVALS TO ENGINEERS DESIGN TO ENGINEERS DESIGN —L
FL. 9.6

 

 

 

 

 

F.RL. 90/90/90

TYPICAL FACTORY

~~ TILT SLAB PANEL

TO ENGINEERS DESIGN

 

 

 

 

CONCRETE STRIP FOOTING
‘TO ENGINEERS DESIGN

LOT 16 VENTURE DRIVE, NOOSAVILLE.

  

150 mm THICH CONCRETE SLAB
TO ENGINEERS DESIGN

SECTION C — C

OI DT POOAYAY YY
RISA

NATURAL SURFACE

 

 

 

a SOY
NSA KS

Y

 

TLF DEVELOPMENTS PTY. LTD. apsatiisass

 

DS & AS DEVELOPMENTS PTY. LTD.fi59 @ At
TOTETT PETE TON

rr
PROPOSED 12 FACTORY UNITS 63047
ON LOT 16 S.P. 297259 1l:8:17
20-22 VENTURE DRIVE, =
NODSAVILLE. err Bo 8