Building F floor plans
Building F floor plans
Building F floor plans
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FA<br />
1<br />
A-422<br />
1<br />
A-422<br />
D<br />
ISSUE FOR CONSTRUCTION<br />
Refer schedule for amendment notes<br />
30/06/2008<br />
FB<br />
C<br />
B<br />
ISSUE FOR COORDINATION<br />
ISSUE FOR CONSTRUCTION<br />
Refer schedule for amendment notes<br />
20/06/2008<br />
23/04/2008<br />
A FINAL TENDER ISSUE<br />
29/01/2008<br />
Refer schedule for amendment notes<br />
- ISSUE FOR TENDER 07/11/2007<br />
Rev Notes<br />
Date<br />
Acoustic Engineer<br />
Renzo Tonin & Associates Pty Ltd<br />
Level 1, 418A Elizabeth St, Surry Hills NSW 2010<br />
P 8218 0500 F 8218 0501<br />
E gwheatley@rtagroup.com.au<br />
Entire south-east corner to be set<br />
down for ease of construction<br />
FC<br />
Disability Consultants<br />
Accessibility Solutions<br />
467 Beauchamp Road, Maroubra NSW 2035<br />
P 9661 1945 F 9661 1982<br />
E markrelf@bigpond.com.au<br />
2<br />
A-422<br />
Permanent Batter. Refer to<br />
Structural and Hydraulic<br />
Engineer's drawings.<br />
2<br />
A-422<br />
Principal Certifying Authority<br />
Blackett Maguire & Associates Pty Ltd<br />
Suite 2.01, 22-36 Mountain Street, Ultimo NSW 2007<br />
P 9211 1777 F 9211 7774<br />
E bjm@blackettmaguire.com.au<br />
FD<br />
Land Surveyor<br />
Lockley Land Title Solutions<br />
19 Massey Street, Gladesville NSW 2111<br />
P 9879 6077 F 9879 7143<br />
Damian Maguire<br />
1<br />
A-423<br />
2<br />
A-423<br />
FGY<br />
1<br />
A-424<br />
40% of walls and ceiling lined with<br />
acoustic lining (Refer to Acoustic Report)<br />
1<br />
A-420<br />
Step ladder<br />
Dashed line indicates line of structural<br />
movement joint in slab to Structural<br />
Engineer's design. Expansion joints and<br />
acoustic/fire rated sealants (where<br />
necessary) to extend through all <strong>floor</strong> and<br />
wall finishes up to slab above.<br />
Step ladder<br />
Drainage pit. Refer to Hydraulic drawings<br />
Exhaust air ducts vent to pool terrace<br />
above (Refer to Mechanical drawings)<br />
1<br />
A-4814<br />
CFS<br />
FFL +26.500 TBC<br />
DF<br />
1-2<br />
PLANT+ PUMP<br />
ROOM<br />
F1.15<br />
CFS<br />
FFL +26.600<br />
FFL +26.600<br />
Balance Tank<br />
(Refer to Pool<br />
drawings)<br />
Backwash Tank<br />
(Refer to Pool<br />
drawings)<br />
FFL +26.600<br />
falls to stair<br />
CFS<br />
(Refer to<br />
nom FFL<br />
Hydraulic)<br />
CFS<br />
+25.450<br />
nom FFL<br />
2<br />
+26.450 DF<br />
A-4814 DP<br />
1-1<br />
DF<br />
F1.17 1-53<br />
1 F4<br />
+26.580 GAS METER ROOM A-425<br />
CFS nom FFL +26.500<br />
Concrete base to support hot water units<br />
F. H. R.<br />
Hot water storage units.<br />
Refer to Hydraulic engineer<br />
Permanent batter. Refer to<br />
Structural and Hydraulic drawings<br />
Drainage pits. Refer to<br />
Hydraulic drawings<br />
Relief air duct. Refer to<br />
Mechanical drawings<br />
Refer to Structural,<br />
Mechanical, Pool<br />
and Hydraulic<br />
drawings for plant<br />
room layout.<br />
sump<br />
<strong>floor</strong> falls to sumps<br />
(Refer to Hydraulic)<br />
CFS<br />
nom FFL +25.450<br />
DP<br />
DF<br />
1-54<br />
600 clear width<br />
Drainage pit.<br />
Refer to<br />
Hydraulic<br />
drawings<br />
FIRE HYDRANT<br />
BOOSTER PUMP ROOM<br />
F1.16 CFS<br />
FFL +26.400<br />
F5<br />
+26.330<br />
DF<br />
1-52<br />
Pool drain above (Refer to<br />
Pool drawings)<br />
DF<br />
1-51<br />
DF<br />
1-59<br />
Pool drain above (Refer<br />
to Pool drawings)<br />
MAINTENANCE<br />
RC ramp. Check<br />
levels on site.<br />
F6<br />
CFS<br />
FFL +26.350<br />
CFS<br />
FFL +25.900<br />
POOL OVER<br />
Refer to Structural Engineers<br />
drawnigs for pool strcutrure<br />
and fill.<br />
F1.14<br />
DF<br />
1-48<br />
Step ladder<br />
PLANT<br />
F1.19<br />
CFS<br />
F7<br />
DF<br />
1-9<br />
DF<br />
1-3<br />
DF<br />
1-10<br />
DF<br />
1-4<br />
DF<br />
1-19<br />
DF<br />
1-18<br />
DF<br />
1-17<br />
DF<br />
1-16<br />
DF<br />
1-11<br />
DF<br />
1-5<br />
PLANT<br />
F1.04<br />
CFS<br />
FFL +26.000<br />
600x600mm access<br />
holes in structural walls<br />
Exposed DP<br />
GARBAGE<br />
CFS FFL +26.000<br />
2<br />
A-425<br />
F1.18<br />
DF<br />
1-50<br />
DF<br />
1-12<br />
DF<br />
1-6<br />
DF<br />
1-7<br />
TLF<br />
FFL +26.000<br />
DF<br />
1-49<br />
DF<br />
1-8<br />
DF<br />
1-44<br />
F. H. R.<br />
DF<br />
1-20<br />
DF<br />
1-21<br />
DF<br />
1-22<br />
DF<br />
1-23<br />
CHANGE ROOM<br />
FEMALE<br />
TLF<br />
F1.01 FFL +26.000<br />
1<br />
A-4813<br />
CLEANER<br />
F1.08<br />
TLF<br />
FFL +26.000<br />
F8<br />
1,000 clear req.<br />
DF<br />
1-15<br />
DF<br />
TLF 1-14<br />
FFL +26.000<br />
ACC. CHANGE/<br />
FAMILY<br />
F1.03 TLF<br />
FFL +26.000<br />
DF<br />
1-55<br />
DF<br />
1-58<br />
DF<br />
1-24<br />
DF<br />
1-13<br />
DF<br />
1-25<br />
DF<br />
1-56<br />
DF<br />
1-26<br />
2<br />
A-450<br />
WF<br />
1-1<br />
DF<br />
1-27<br />
DP boxed in<br />
DF<br />
CONSULTATON<br />
1-42<br />
WF<br />
F1.07<br />
1-6<br />
1750mm high<br />
SF4<br />
DP FFL +26.000<br />
Platform<br />
250mm high<br />
2,250<br />
SF4<br />
SPIN CLASS<br />
F1.13<br />
SF4<br />
DP boxed in<br />
Drainage pit. Refer to<br />
Hydraulic Engineer's<br />
drawings<br />
drain<br />
2<br />
A-424<br />
2,250<br />
1,000 clear req.<br />
F9<br />
Urinals<br />
TLF<br />
FFL +26.000<br />
DF<br />
1-28<br />
lockers<br />
DB Cupboard Refer<br />
to Electrical.<br />
CORRIDOR<br />
F1.10<br />
TLF<br />
FFL +26.000<br />
LIFT<br />
DF<br />
1-29<br />
DF<br />
1-30<br />
DF<br />
1-40<br />
1,000 clear req. 1,000 clear req.<br />
glass partition<br />
Full height mirrors<br />
shown dottted<br />
WF<br />
1-7<br />
Full height mirrors<br />
shown dottted<br />
Mirror finish to inside of<br />
selected white colour<br />
backed glass. Refer to<br />
Window schedule for extent.<br />
DP boxed in<br />
F10<br />
VOID ABOVE<br />
DF<br />
1-41<br />
Structural<br />
beam shown<br />
over dashed.<br />
DP cast insitu<br />
into RC column<br />
GYM<br />
F1.11<br />
SF4<br />
FFL +26.000<br />
CHANGE ROOM<br />
MALE TLF<br />
F1.02 FFL +26.000<br />
WF<br />
Mirror finish to inside of<br />
selected white colour backed<br />
glass. Refer to Window<br />
schedule for extent.<br />
SPORT OVAL<br />
SHELTER<br />
F1.12<br />
DF<br />
1-57<br />
1,000 1,000 1,000 1,000 3,200 1,000<br />
Full height mirrors shown dottted<br />
CFP<br />
DF FFL +25.540<br />
1-47<br />
drain<br />
Fire hose reel<br />
cupboard<br />
Locations of <strong>floor</strong> boxes<br />
1<br />
A-426<br />
VOID ABOVE<br />
Acc.WB<br />
F. H. R.<br />
DF<br />
1-31<br />
DF<br />
1-35<br />
1,000 clear req.<br />
1,100<br />
Full height mirrors shown dottted<br />
FIRST AID<br />
F1.09<br />
DF<br />
1-32<br />
DF<br />
1-36<br />
DF<br />
1-39<br />
WF<br />
1-3<br />
DF<br />
1-33<br />
DF<br />
1-37<br />
WF<br />
1-4<br />
WF<br />
1-5<br />
DF<br />
1-45<br />
DF<br />
1-34<br />
TLF<br />
FFL +26.000<br />
PLANT<br />
CFS<br />
F1.05 FFL +26.000<br />
Exposed DPs<br />
DF<br />
1-38<br />
+25.980<br />
Exposed DP<br />
UNDER<br />
COVER<br />
BBQ AREA<br />
DP boxed in<br />
CFS<br />
FFL +26.000<br />
STORE<br />
F1.06<br />
CFP<br />
CFP<br />
GATE<br />
DF FFL +25.350<br />
19<br />
1-46<br />
drain<br />
F11<br />
WF<br />
1-2<br />
1<br />
A-421<br />
2<br />
A-430<br />
FE<br />
FF<br />
FGX<br />
+25.875<br />
Connection from awning<br />
sump to DP in Lobby F1.05<br />
SS hood over BBQ up to chimney<br />
above<br />
FG<br />
1<br />
A-420<br />
Stainless steel barbecue bench<br />
with sink and gas connection<br />
Lightweight awning overhead<br />
shown dashed<br />
FH<br />
Connection from awning<br />
sump to DP<br />
FJ<br />
FK<br />
FL<br />
7<br />
A-451<br />
Entire south-east corner to be set<br />
down for ease of construction<br />
TERRACE<br />
Existing wall to be retained<br />
FM<br />
1<br />
A-423<br />
2<br />
A-420<br />
Environmental<br />
Environmental & Earth Science EESI<br />
The Coal Loader Balls Head Drive<br />
Waverton NSW 2060<br />
P 9922 1777 F 9922 1010<br />
E jwalker@eesi.biz<br />
Traffic Engineer<br />
Transport and Traffic Planning Assoc<br />
Level 6, 282 Victoria Ave, Chatswood NSW 2057<br />
P 9411 5660 F 9904 6622<br />
E ttpa@ttpa.com.au<br />
Quantity Surveyor<br />
Turner & Townsend Rawlinsons Pty Ltd<br />
Level 14, 55 Clarence Street, Sydney NSW 2000<br />
P 9279 2699 F 9279 2388<br />
E james.lumsden@turntown.com.au<br />
Hydraulic Engineer<br />
Acor<br />
Level 1, 24 Falcon Street, Crows Nest NSW 2065<br />
P 9438 5098 F 9438 5398<br />
E rgruber@acor.com.au<br />
Services Engineer<br />
Simpson Kotzman<br />
Level 4, 80 Mount Street, North Sydney NSW 2060<br />
P 9929 3321 F 9929 3327<br />
E mmeadows@skz.com.au<br />
Landscape Architect<br />
360 Degrees<br />
Level 5 Ballarat House, 68-72 Wentworth Avenue<br />
Surry Hills NSW 2010<br />
P 9212 2204 F 9212 2256<br />
360@360.net.au<br />
Structural/Civil Engineer<br />
Simpson Design Associates<br />
Studio 1, 84 Mullens St Balmain NSW 2041<br />
P 9810 6911 F 9810 6922<br />
E andrew@simpsondesign.com.au<br />
Project Manager<br />
Incoll Management<br />
Level 1, 73 Miller Street, North Sydney NSW 2060<br />
P 9957 5818 F 9959 3975<br />
E npatton@incoll.com.au<br />
Architect<br />
Tonkin Zulaikha Greer<br />
117 Reservoir Street Surry Hills NSW 2010<br />
P 9215 4900 F 9215 4901<br />
E bettina@tzg.com.au<br />
Client<br />
Indigenous Land Corporation<br />
PO Box 15217, City East, Brisbane QLD 4002<br />
P 07 3854 4600 F 07 3854 4666<br />
E ashley.martens@ilc.gov.au<br />
NOTES:<br />
DO NOT SCALE OFF DRAWINGS. USE FIGURED<br />
DIMENSIONS ONLY. REPORT ANY<br />
DISCREPENCIES TO THE ARCHITECT. THESE<br />
DESIGNS, PLANS, SPECIFICATIONS AND THE<br />
COPYRIGHT THEREIN ARE THE PROPERTY OF<br />
TONKIN ZULAIKHA GREER ARCHITECTS LTD<br />
AND MUST NOT BE USED, REPRODUCED OR<br />
COPIED WHOLLY OR IN PART WITHOUT<br />
WRITTEN PERMISSION OF TONKIN ZULAIKHA<br />
GREER ARCHITECTS.<br />
NORTH<br />
Project Number: 0603<br />
NATIONAL INDIGENOUS<br />
DEVELOPMENT CENTRE<br />
REDFERN<br />
Drawing Title:<br />
BUILDING F<br />
LEVEL 1 PLAN<br />
Date printed:<br />
Scale @ A1: 1:100<br />
BS,RL,RM,JH,JM,LM,TF,<br />
Drawn by: SR,TW,AB,VV,BD,JA,WR<br />
Scale @ A3: 1: 200 Checked: PT<br />
Phase: Drawing No:<br />
C A-400<br />
30/06/08<br />
Revision:<br />
D
2<br />
A-423<br />
1<br />
1<br />
2<br />
WF<br />
2<br />
1<br />
3,011 F1 A-424 4,850 F2 5,000 F3 A-425 5,000 F4 5,000 F5 5,000 F6 5,000 F7 A-425 5,000 F8 2-9 5,000 A-424 F9 4,800 A-426 F10<br />
6,876<br />
19<br />
A-432<br />
F11<br />
1<br />
A-421<br />
Fence<br />
2<br />
F8<br />
1,500<br />
2<br />
A-422<br />
1<br />
A-422<br />
Provide Fire rated access<br />
hatches to under stair void.<br />
1<br />
A-423<br />
F9<br />
1<br />
A-451<br />
Exposed<br />
syphonic DP<br />
Void under stairs<br />
Exposed DP<br />
CFS<br />
STAIR<br />
F2<br />
1000 Clear Req'd<br />
STORE<br />
F2.19<br />
CFS<br />
F. H. R.<br />
DF<br />
2-49<br />
DF<br />
2-51<br />
DF<br />
2-41<br />
Min 2m high padding by<br />
Acromat to columns and cross<br />
bracing proud of wall<br />
Fence<br />
F10<br />
Fire hose reel cupboard<br />
DF<br />
2-2<br />
2m high padding by Acromat<br />
to columns and cross bracing<br />
proud of wall<br />
1<br />
A-424<br />
1,100 13,700 1,876<br />
3<br />
A-491<br />
AWNING WEST FACADE<br />
1:100<br />
F2.27<br />
TLF<br />
FFL +28.975<br />
WF<br />
2-27<br />
eq 10,725 10,725 eq<br />
DF<br />
2-47<br />
1<br />
A-420<br />
WF<br />
2-7<br />
1<br />
A-4814<br />
2<br />
A-4814<br />
1<br />
A-486<br />
ACTIVITY ROOM<br />
CFS STORE<br />
F2.01<br />
FFL +29.000<br />
F2.02<br />
SF1<br />
F11<br />
4<br />
A-4810<br />
F. H. R.<br />
DF<br />
2-43<br />
DF<br />
2-4<br />
DF<br />
2-5<br />
Fire Rated Roller shutters - to be sprinklered/dowsed<br />
both sided to retain fire rating requirements<br />
10,600 10,600<br />
WB<br />
1<br />
A-495<br />
WF<br />
2-8<br />
DF<br />
2-6<br />
WF<br />
2-19<br />
WF<br />
2-18<br />
WF<br />
2-20<br />
DF<br />
2-9<br />
DF<br />
2-8<br />
DF<br />
2-7<br />
WF<br />
2-21<br />
3<br />
A-4810<br />
9<br />
A-441<br />
15,225 15,225<br />
FW<br />
Fire hose reel cupboard<br />
POOL COVER ROLLER<br />
Fall<br />
+28.950 nom<br />
EF<br />
EF<br />
Fall<br />
10,600 10,600<br />
DP and overflow DP. Refer<br />
to Hydraulic drawings.<br />
Wall beneath deck<br />
shown dotted<br />
+28.950 nom<br />
Raised timber deck (at height of lawn planter)<br />
FW<br />
Gas + diesel flues and mechanical exhaust<br />
fans with timber surround screens. Refer<br />
to Hydraulic, Pool, Structural and<br />
Mechanical Engineers drawings.<br />
F4<br />
F5<br />
COMPUTER<br />
F2.03<br />
CPT1<br />
Laminate joinery<br />
workstations<br />
FIRST AID<br />
RF2<br />
F2.04<br />
COURTS<br />
F2.17<br />
SF1<br />
External aluminium glazing system<br />
with flush face internally.<br />
Concrete set downs required along<br />
full length including door threshold.<br />
DP and Overflow concealed<br />
within lightweight wall. Refer to<br />
Hydraulic Engineers drawings<br />
2<br />
A-487<br />
1<br />
A-441<br />
Refer to Arcomat drawings/schedules/specifications for items requiring<br />
coordination with construction work, notably:<br />
- fixed sports equipment<br />
- all line markings (to be coordinated with retractable basketball hoops above)<br />
- retractable electrically operated basketball hoops mounted on roof trusses<br />
- score board, shot clock and control panel<br />
- recessed <strong>floor</strong> sockets cast into slab for netball posts<br />
- other standard <strong>floor</strong> plates for equipment fixings - eg soccer goals - in courts<br />
<strong>floor</strong> (not indicated on these drawings)<br />
- column and cross bracing padding<br />
- Dividing curtain<br />
Curtain by Acromat<br />
TLP - falls to Hydraulic<br />
Engineers spec.<br />
Nom FFL +28.950<br />
TLP - falls to Hydraulic<br />
Engineers spec.<br />
Nom FFL +28.950<br />
RAISED LAWN PLANTER<br />
Refer to Landscape Architect's drawings<br />
F6<br />
Fixing location for access <strong>floor</strong><br />
plate by Acromat for netball post<br />
- 6no in total. Refer to Structural<br />
Engineer's drawings for concrete<br />
footing detail.<br />
Curtain track above glazing<br />
for solar glare reduction.<br />
WET EDGE<br />
25M POOL, 5 LANES<br />
WET EDGE<br />
WF<br />
2-1<br />
WF<br />
2-28<br />
Concrete upstand edge to planter.<br />
Refer to Landscape Architect's and<br />
Structural Engineers drawings.<br />
SS trough sink with<br />
under bench cupboards.<br />
4<br />
A-491<br />
Line of 'V Drain' (ie valley) in pool<br />
area external <strong>floor</strong> finish. Falls to be<br />
away from pool and building edges.<br />
F7<br />
DF<br />
2-10<br />
eq 10,725 10,725 eq<br />
WF<br />
2-29<br />
ARTS + CRAFTS<br />
ACTIVITY ROOM<br />
F2.05 F2.06<br />
RF2<br />
CPT1<br />
CORRIDOR<br />
F2.18 CPT1<br />
FW<br />
Fall<br />
Fall<br />
Fall<br />
WF WF WF<br />
2-17 2-16 2-14<br />
Floor box cast into slab.<br />
Laminate joinery desks and<br />
shelving to Office and Police<br />
Office.<br />
Secure cupboard for<br />
basketball and curtain winch<br />
and high-level motorised<br />
louvre switches.<br />
1<br />
A-4813<br />
Raised timber decking.<br />
FW<br />
Indicative<br />
location of pool<br />
hoist TBC<br />
OUTDOOR SHOWERS<br />
F8<br />
CFP FFL +29.000<br />
1:8 threshold.<br />
WF<br />
2-6<br />
WF<br />
2-5<br />
WF<br />
2-4<br />
WF<br />
2-3<br />
DF<br />
2-44<br />
F. H. R.<br />
Pool Entry<br />
Stairs<br />
F9<br />
WF<br />
FM1<br />
DF<br />
2-36<br />
WF<br />
2-13<br />
DF<br />
2-42<br />
DF<br />
2-33<br />
2<br />
A-450<br />
WF<br />
2-15<br />
DF<br />
2-30<br />
drain<br />
+28.950 nom<br />
4<br />
A-492<br />
Seat.<br />
Refer to Landscape<br />
Architect's drawings<br />
FW<br />
Outside edge RC<br />
beam shown over<br />
dashed. Bulkhead<br />
set further back.<br />
OFFICE<br />
F2.12B<br />
CPT1<br />
KIOSK<br />
UTILITY<br />
ROOM<br />
F2.20<br />
RF2<br />
TLP<br />
FFL +29.000<br />
OFFICE<br />
F2.12A<br />
CPT1<br />
DF<br />
2-48<br />
2<br />
A-401<br />
WF<br />
2-2<br />
DF<br />
2-29<br />
GATE<br />
20<br />
TLP - falls to Hydraulic<br />
Engineers spec.<br />
Nom FFL +28.950<br />
GATE<br />
21<br />
DF<br />
2-28<br />
KIOSK/ CAFE<br />
F2.14<br />
RF2<br />
DB Cupboard Refer to Electrical<br />
Engineer's drawings<br />
Fall<br />
RECEPTION<br />
F2.13<br />
CPT1<br />
VM<br />
'V' drain, fall pool deck<br />
FFL refer Hydraulic<br />
design.<br />
Fall<br />
LIFT<br />
FOYER/CAFE<br />
F2.16<br />
CFP<br />
FFL +29.000<br />
VM<br />
STAIR F1<br />
VOID<br />
FW<br />
F10<br />
WF<br />
2-12<br />
1<br />
A-496<br />
VOID<br />
Provision<br />
for water<br />
fountain<br />
6<br />
A-431<br />
DF<br />
2-18<br />
1<br />
A-440<br />
DF<br />
2-34<br />
DF<br />
2-11<br />
DF<br />
2-13<br />
DF<br />
2-16<br />
DF<br />
2-22<br />
DF<br />
2-35<br />
DF<br />
2-38<br />
DF<br />
2-50<br />
DF<br />
2-31<br />
1200mm high<br />
Glass partition.<br />
TBC<br />
DF<br />
2-45<br />
DF<br />
2-19<br />
DF<br />
2-3<br />
DF<br />
2-12<br />
DF<br />
2-14<br />
DF<br />
2-15<br />
DF<br />
2-20<br />
SCV<br />
F. H. R.<br />
F2.22<br />
CFS<br />
DF<br />
2-24<br />
CFP<br />
FFL +29.000<br />
FM1<br />
1,000 min clear Turnstile 1,000 min clear<br />
Fall<br />
1.8m high Pool<br />
fence and gates<br />
to code.<br />
Fall<br />
TLF<br />
FFL +28.975<br />
KITCHEN<br />
F2.07<br />
RF2<br />
Timber pergola above<br />
shown dashed.<br />
WF<br />
2-22<br />
DF<br />
2-39<br />
FEMALE<br />
WC<br />
F2.08<br />
TLF<br />
FFL +29.000<br />
MALE WC<br />
F2.09<br />
UNISEX WC<br />
F2.10<br />
WF<br />
2-27<br />
DF<br />
2-40<br />
DF<br />
2-46<br />
DF<br />
2-47<br />
DF<br />
2-17<br />
WF<br />
2-10<br />
DF<br />
2-21<br />
GBS - Steel framed<br />
glass balustrade<br />
Type3. Refer detail<br />
10 on A-452.<br />
DP cast into<br />
column.<br />
2<br />
A-4812<br />
FM1<br />
1:8 threshold.<br />
SS clad chimney from BBQ<br />
below. For timber surround<br />
screen refer detail 4 on A-495<br />
TLP - falls to Hydraulic<br />
Engineers spec.<br />
Nom FFL +28.950<br />
Columns of pergola.<br />
MEETING<br />
F2.11<br />
CPT1<br />
MAIN ENTRANCE<br />
F2.15<br />
External aluminium glazing<br />
system with flush face<br />
externally. Concrete set downs<br />
required along full length<br />
including door thresholds.<br />
Fall<br />
Fall<br />
Fall<br />
drain<br />
FIRST<br />
AID<br />
STORE<br />
F2.24<br />
VOID ABOVE<br />
CHANGE F<br />
F2.27<br />
TLF<br />
FFL +28.975<br />
FW<br />
drain<br />
DF<br />
2-23<br />
drain<br />
WF<br />
2-11<br />
DF<br />
2-25<br />
+28.980<br />
DF<br />
2-26<br />
1500 clear req'd<br />
GATE<br />
22<br />
WF Fall<br />
2-23<br />
1500 clear req'd<br />
WF<br />
2-24<br />
WF<br />
2-25<br />
WF<br />
2-26<br />
min 3,000<br />
Concrete<br />
<strong>floor</strong>ing to falls<br />
(Refer to<br />
Landscape)<br />
+28.850<br />
TLP - falls to<br />
gate 22<br />
+28.950 nom<br />
DPs terminated 50mm<br />
above pool terrace<br />
POOL<br />
STORE<br />
F2.21<br />
Fall<br />
TLF<br />
FFL +28.975<br />
ACC./ FAMILY<br />
CHANGE<br />
DF F2.25 TLF<br />
2-37 FFL +28.975<br />
CHANGE M<br />
F2.26<br />
TLF<br />
FFL +28.975<br />
PANTRY<br />
F2.23<br />
F11<br />
Fall<br />
Fall<br />
Fall<br />
Fall<br />
FW<br />
STAIR<br />
F4<br />
CTG<br />
CFP<br />
GATE<br />
19<br />
1,500<br />
Level 1 below<br />
shown dotted<br />
14,340<br />
7<br />
A-451<br />
2,998 3,580 4,300 3,662 5,000 4,150 987 5,700 6,700 5,155 6,700 4,130 2,665<br />
DP, Stack and Overflow.<br />
Refer to Hydraulic Engineers<br />
drawings<br />
FA<br />
BICYCLE<br />
RACKS<br />
External Fire<br />
Hydrant, Refer to<br />
Hydraulic<br />
Drawnings<br />
FB<br />
DP<br />
FC<br />
FD<br />
Structural beams<br />
shown over<br />
dashed.<br />
FE<br />
FF<br />
FGX<br />
FG<br />
FH<br />
FJ<br />
FK<br />
FL<br />
Provide 100PFC top<br />
rail above gate for<br />
magnetic lock.<br />
Existing wall to be retained<br />
FM<br />
1<br />
A-422<br />
2<br />
A-422<br />
1<br />
A-423<br />
Framed awning<br />
structure with<br />
profiled metal<br />
roof (MR) and<br />
3mm brakepressed<br />
fascia<br />
with painted<br />
finish<br />
1<br />
A-420<br />
2<br />
A-420<br />
D<br />
C<br />
ISSUE FOR CONSTRUCTION<br />
Refer schedule for amendment notes<br />
B ISSUE FOR CONSTRUCTION 23/04/2008<br />
Refer schedule for amendment notes<br />
A FINAL TENDER ISSUE<br />
29/01/2008<br />
Refer schedule for amendment notes<br />
- ISSUE FOR TENDER 07/11/2007<br />
Rev Notes<br />
Date<br />
Acoustic Engineer<br />
Renzo Tonin & Associates Pty Ltd<br />
Level 1, 418A Elizabeth St, Surry Hills NSW 2010<br />
P 8218 0500 F 8218 0501<br />
E gwheatley@rtagroup.com.au<br />
Disability Consultants<br />
Accessibility Solutions<br />
467 Beauchamp Road, Maroubra NSW 2035<br />
P 9661 1945 F 9661 1982<br />
E markrelf@bigpond.com.au<br />
Principal Certifying Authority<br />
Blackett Maguire & Associates Pty Ltd<br />
Suite 2.01, 22-36 Mountain Street, Ultimo NSW 2007<br />
P 9211 1777 F 9211 7774<br />
E bjm@blackettmaguire.com.au<br />
Land Surveyor<br />
Lockley Land Title Solutions<br />
19 Massey Street, Gladesville NSW 2111<br />
P 9879 6077 F 9879 7143<br />
Damian Maguire<br />
Environmental<br />
Environmental & Earth Science EESI<br />
The Coal Loader Balls Head Drive<br />
Waverton NSW 2060<br />
P 9922 1777 F 9922 1010<br />
E jwalker@eesi.biz<br />
Traffic Engineer<br />
Transport and Traffic Planning Assoc<br />
Level 6, 282 Victoria Ave, Chatswood NSW 2057<br />
P 9411 5660 F 9904 6622<br />
E ttpa@ttpa.com.au<br />
Quantity Surveyor<br />
Turner & Townsend Rawlinsons Pty Ltd<br />
Level 14, 55 Clarence Street, Sydney NSW 2000<br />
P 9279 2699 F 9279 2388<br />
E james.lumsden@turntown.com.au<br />
Hydraulic Engineer<br />
Acor<br />
Level 1, 24 Falcon Street, Crows Nest NSW 2065<br />
P 9438 5098 F 9438 5398<br />
E rgruber@acor.com.au<br />
Services Engineer<br />
Simpson Kotzman<br />
Level 4, 80 Mount Street, North Sydney NSW 2060<br />
P 9929 3321 F 9929 3327<br />
E mmeadows@skz.com.au<br />
Landscape Architect<br />
360 Degrees<br />
Level 5 Ballarat House, 68-72 Wentworth Avenue<br />
Surry Hills NSW 2010<br />
P 9212 2204 F 9212 2256<br />
360@360.net.au<br />
Structural/Civil Engineer<br />
Simpson Design Associates<br />
Studio 1, 84 Mullens St Balmain NSW 2041<br />
P 9810 6911 F 9810 6922<br />
E andrew@simpsondesign.com.au<br />
Project Manager<br />
Incoll Management<br />
Level 1, 73 Miller Street, North Sydney NSW 2060<br />
P 9957 5818 F 9959 3975<br />
E npatton@incoll.com.au<br />
Architect<br />
Tonkin Zulaikha Greer<br />
117 Reservoir Street Surry Hills NSW 2010<br />
P 9215 4900 F 9215 4901<br />
E bettina@tzg.com.au<br />
Client<br />
Indigenous Land Corporation<br />
PO Box 15217, City East, Brisbane QLD 4002<br />
P 07 3854 4600 F 07 3854 4666<br />
E ashley.martens@ilc.gov.au<br />
NOTES:<br />
DO NOT SCALE OFF DRAWINGS. USE FIGURED<br />
DIMENSIONS ONLY. REPORT ANY<br />
DISCREPENCIES TO THE ARCHITECT. THESE<br />
DESIGNS, PLANS, SPECIFICATIONS AND THE<br />
COPYRIGHT THEREIN ARE THE PROPERTY OF<br />
TONKIN ZULAIKHA GREER ARCHITECTS LTD<br />
AND MUST NOT BE USED, REPRODUCED OR<br />
COPIED WHOLLY OR IN PART WITHOUT<br />
WRITTEN PERMISSION OF TONKIN ZULAIKHA<br />
GREER ARCHITECTS.<br />
NORTH<br />
ISSUE FOR COORDINATION<br />
Project Number: 0603<br />
NATIONAL INDIGENOUS<br />
DEVELOPMENT CENTRE<br />
REDFERN<br />
Drawing Title:<br />
BUILDING F<br />
LEVEL 2 PLAN<br />
Date printed:<br />
Scale @ A1: 1:100<br />
BS,RL,RM,JH,JM,LM,TF,<br />
Drawn by: SR,TW,AB,VV,BD,JA,WR<br />
Scale @ A3: 1: 200 Checked: PT<br />
Phase: Drawing No:<br />
C A-401<br />
30/06/2008<br />
20/06/2008<br />
30/06/08<br />
Revision:<br />
D
2<br />
A-421<br />
2<br />
GATE A-423<br />
18<br />
FGY<br />
+30.91<br />
GATE<br />
17<br />
GATE<br />
16<br />
F1<br />
1<br />
A-424<br />
F2<br />
F3<br />
1<br />
A-425<br />
F4<br />
F5<br />
F6<br />
F7<br />
2<br />
A-425<br />
F8<br />
2<br />
A-424<br />
F9<br />
1<br />
A-426 F10<br />
F11<br />
1<br />
A-421<br />
2<br />
A-421<br />
Fence<br />
2<br />
A-422<br />
1<br />
A-423<br />
Fence<br />
Exposed<br />
syphonic DP<br />
1<br />
A-422<br />
1<br />
A-451<br />
min 2000 clear req'd<br />
min 2000 clear req'd<br />
DF<br />
3-1<br />
drain<br />
+31.000<br />
Exposed DP<br />
STAIR F2<br />
CFP<br />
F3.11<br />
CFP<br />
FFL<br />
+32.150<br />
F3.10<br />
Shot clock<br />
by Acromat<br />
PLANT<br />
F3.09<br />
CFS<br />
F. H. R.<br />
DF<br />
3-19<br />
DF<br />
3-17<br />
WF<br />
3-11<br />
DF<br />
3-18<br />
Full height mirrors shown dottted<br />
RAMP F2<br />
CFP<br />
Fire hose reel cupboard<br />
SF4<br />
Indicative position of<br />
retractable baketball hoops<br />
Line of ceiling/roof set-back over<br />
Electrical scoreboard by<br />
Acromat mounted on support<br />
structure to inside face of<br />
external cladding at high level.<br />
Fence<br />
2<br />
A-450<br />
WF<br />
2-7<br />
FITNESS<br />
ROOM<br />
F3.01<br />
SF4<br />
FFL +32.250<br />
1<br />
A-486<br />
Retractable baketball hoops in<br />
centreline with grid<br />
Line of ceiling/roof set-back over<br />
4<br />
A-4810<br />
Full height mirrors shown dottted<br />
WF<br />
3-12<br />
1,000 125<br />
WF<br />
3-1<br />
WF<br />
3-2<br />
3<br />
A-4810<br />
WF<br />
3-3<br />
2<br />
A-487<br />
WF<br />
3-4<br />
10<br />
A-432<br />
925 1,050 1,050 1,050 1,625 1,200 1,200 1,200 1,200 1,200 1,100 875 875 875 875 3,650 100<br />
400 1,100 1,100 1,100 1,100 1,100 1,100 1,100 1,100 1,100 1,550 950 950 1,250<br />
VOID<br />
COURT<br />
shown below<br />
Locations of cut-outs for power<br />
and communication outlet holes<br />
500<br />
Curtain by Acromat<br />
Electrical scoreboard by<br />
Acromat mounted on support<br />
structure to inside face of<br />
external cladding at high level.<br />
Retractable baketball hoops in<br />
centreline with grid<br />
850 1,505<br />
2 deg. FALL<br />
WF<br />
3-5<br />
4<br />
A-491<br />
WF<br />
3-6<br />
RC upstand beam<br />
Refer Structural drawings.<br />
WF<br />
3-13<br />
DF<br />
3-16<br />
WF<br />
SF4<br />
WF<br />
3-7<br />
DF<br />
3-5<br />
DF<br />
3-4<br />
1<br />
A-4813<br />
RAMP F1<br />
DF<br />
DF<br />
CHANGE F TLF 3-3<br />
3-8 CHANGE M<br />
F3.02 FFL +32.150<br />
F3.03<br />
DF<br />
3-2<br />
WF<br />
3-8<br />
2<br />
A-450<br />
GBS - Steel framed glass balustrade Type2<br />
along east side of court gallery. Refer detail<br />
9 on A-452. Equal spacing between post at<br />
max. 1500mm centres.<br />
Access hatch and pull-down<br />
ladder to plant platfrom above<br />
Plant platform shown dashed<br />
above<br />
Shot clock by Acromat<br />
Indicative position of<br />
retractable baketball hoops<br />
CFP<br />
GBS - Steel framed CFC<br />
balustrade Type2. Refer<br />
detail 9 on A-452.<br />
2 deg. FALL<br />
DF<br />
3-9<br />
DF<br />
3-10<br />
GALLERY<br />
F3.07<br />
CFP<br />
+32.150<br />
DF<br />
3-11<br />
2,000 clear req'd<br />
2<br />
A-450<br />
F. H. R.<br />
4<br />
A-492<br />
F. H. R.<br />
WF<br />
3-21<br />
WF<br />
3-9<br />
LOBBY F3.08<br />
CFP<br />
DF<br />
3-6<br />
WF<br />
3-10<br />
DF<br />
3-7<br />
DF<br />
3-15<br />
Fire hose reel cupboard<br />
LIFT<br />
TLF<br />
FFL +32.150<br />
DF<br />
3-12<br />
DF<br />
3-14<br />
2,500<br />
ACTIVITY 1<br />
F3.05<br />
SF2<br />
FFL +32.150<br />
DB Cupboard refer to Electrical Drawings<br />
Pass Door<br />
STAIR F1<br />
ACTIVITY 2<br />
F3.06<br />
SF2<br />
FFL +32.150<br />
3,500<br />
Platform<br />
250mm high<br />
timber <strong>floor</strong> finish<br />
to match SF2<br />
STORAGE<br />
F3.04<br />
CFS<br />
FFL +32.150<br />
ACOUSTIC OPERABLE WALL<br />
VOID<br />
F3.12<br />
2 deg. FALL<br />
MR<br />
DF<br />
3-13<br />
2<br />
A-4812<br />
OPEN PERGOLA<br />
WITH TIMBER<br />
SLATS<br />
WF<br />
3-20<br />
Exposed DP & Stack (Refer<br />
to Hydraulic drawings)<br />
FA<br />
450mm deep, 5tier<br />
laminate shelves fixed<br />
by brackets to wall<br />
Exposed exhaust ducts<br />
(Refer to Mechanical<br />
drawings)<br />
Exposed DP (Refer to<br />
Hydraulic drawings)<br />
WF<br />
3-15<br />
WF<br />
3-19<br />
WF<br />
3-16<br />
WF<br />
3-18<br />
FB<br />
FC<br />
WF<br />
3-17<br />
FD<br />
FE<br />
FF<br />
FGX<br />
1<br />
A-422<br />
2<br />
A-422<br />
1<br />
A-423<br />
D<br />
C<br />
ISSUE FOR CONSTRUCTION<br />
Refer schedule for amendment notes<br />
ISSUE FOR COORDINATION<br />
A FINAL TENDER ISSUE<br />
29/01/2008<br />
Refer schedule for amendment notes<br />
- ISSUE FOR TENDER 07/11/2007<br />
Rev Notes<br />
Date<br />
Acoustic Engineer<br />
Renzo Tonin & Associates Pty Ltd<br />
Level 1, 418A Elizabeth St, Surry Hills NSW 2010<br />
P 8218 0500 F 8218 0501<br />
E gwheatley@rtagroup.com.au<br />
Disability Consultants<br />
Accessibility Solutions<br />
467 Beauchamp Road, Maroubra NSW 2035<br />
P 9661 1945 F 9661 1982<br />
E markrelf@bigpond.com.au<br />
Principal Certifying Authority<br />
Blackett Maguire & Associates Pty Ltd<br />
Suite 2.01, 22-36 Mountain Street, Ultimo NSW 2007<br />
P 9211 1777 F 9211 7774<br />
E bjm@blackettmaguire.com.au<br />
Land Surveyor<br />
Lockley Land Title Solutions<br />
19 Massey Street, Gladesville NSW 2111<br />
P 9879 6077 F 9879 7143<br />
Damian Maguire<br />
Environmental<br />
Environmental & Earth Science EESI<br />
The Coal Loader Balls Head Drive<br />
Waverton NSW 2060<br />
P 9922 1777 F 9922 1010<br />
E jwalker@eesi.biz<br />
Traffic Engineer<br />
Transport and Traffic Planning Assoc<br />
Level 6, 282 Victoria Ave, Chatswood NSW 2057<br />
P 9411 5660 F 9904 6622<br />
E ttpa@ttpa.com.au<br />
Quantity Surveyor<br />
Turner & Townsend Rawlinsons Pty Ltd<br />
Level 14, 55 Clarence Street, Sydney NSW 2000<br />
P 9279 2699 F 9279 2388<br />
E james.lumsden@turntown.com.au<br />
Hydraulic Engineer<br />
Acor<br />
Level 1, 24 Falcon Street, Crows Nest NSW 2065<br />
P 9438 5098 F 9438 5398<br />
E rgruber@acor.com.au<br />
Services Engineer<br />
Simpson Kotzman<br />
Level 4, 80 Mount Street, North Sydney NSW 2060<br />
P 9929 3321 F 9929 3327<br />
E mmeadows@skz.com.au<br />
Landscape Architect<br />
360 Degrees<br />
Level 5 Ballarat House, 68-72 Wentworth Avenue<br />
Surry Hills NSW 2010<br />
P 9212 2204 F 9212 2256<br />
360@360.net.au<br />
Structural/Civil Engineer<br />
Simpson Design Associates<br />
Studio 1, 84 Mullens St Balmain NSW 2041<br />
P 9810 6911 F 9810 6922<br />
E andrew@simpsondesign.com.au<br />
30/06/2008<br />
20/06/2008<br />
B ISSUE FOR CONSTRUCTION 23/04/2008<br />
Refer schedule for amendment notes<br />
Project Manager<br />
Incoll Management<br />
Level 1, 73 Miller Street, North Sydney NSW 2060<br />
P 9957 5818 F 9959 3975<br />
E npatton@incoll.com.au<br />
1<br />
A-424<br />
2 deg. FALL<br />
EF<br />
FG<br />
SS chimney from EF<br />
1<br />
A-420<br />
Architect<br />
Tonkin Zulaikha Greer<br />
117 Reservoir Street Surry Hills NSW 2010<br />
P 9215 4900 F 9215 4901<br />
E bettina@tzg.com.au<br />
Client<br />
Indigenous Land Corporation<br />
PO Box 15217, City East, Brisbane QLD 4002<br />
P 07 3854 4600 F 07 3854 4666<br />
E ashley.martens@ilc.gov.au<br />
Pool below<br />
1<br />
A-494<br />
2 deg. FALL 2 deg. FALL<br />
FH<br />
FJ<br />
NOTES:<br />
DO NOT SCALE OFF DRAWINGS. USE FIGURED<br />
DIMENSIONS ONLY. REPORT ANY<br />
DISCREPENCIES TO THE ARCHITECT. THESE<br />
DESIGNS, PLANS, SPECIFICATIONS AND THE<br />
COPYRIGHT THEREIN ARE THE PROPERTY OF<br />
TONKIN ZULAIKHA GREER ARCHITECTS LTD<br />
AND MUST NOT BE USED, REPRODUCED OR<br />
COPIED WHOLLY OR IN PART WITHOUT<br />
WRITTEN PERMISSION OF TONKIN ZULAIKHA<br />
GREER ARCHITECTS.<br />
NORTH<br />
1<br />
A-420<br />
OPEN PERGOLA<br />
WITH TIMBER<br />
SLATS<br />
2 deg. FALL 2 deg. FALL<br />
2 deg. FALL 2 deg. FALL<br />
FK<br />
FL<br />
Project Number: 0603<br />
NATIONAL INDIGENOUS<br />
DEVELOPMENT CENTRE<br />
REDFERN<br />
Drawing Title:<br />
BUILDING F<br />
LEVEL 3 PLAN<br />
Date printed:<br />
30/06/08<br />
Scale @ A1: 1:100<br />
BS,RL,RM,JH,JM,LM,TF,<br />
Drawn by: SR,TW,AB,VV,BD,JA,WR<br />
OPEN<br />
PERGOLA<br />
2 deg. FALL 2 deg. FALL<br />
FM<br />
Scale @ A3: 1: 200 Checked: PT<br />
Phase: Drawing No:<br />
C A-402<br />
Revision:<br />
D
2<br />
A-421<br />
2<br />
A-423<br />
FGY<br />
F1<br />
1<br />
A-424<br />
F2<br />
F3<br />
1<br />
A-425<br />
F4<br />
F5<br />
F6<br />
F7<br />
2<br />
A-425<br />
F8<br />
2<br />
A-424<br />
F9<br />
1<br />
A-426 F10<br />
F11<br />
1<br />
A-421<br />
2<br />
A-421<br />
1<br />
A-422<br />
Syphonic DP from courts<br />
penetrates external cladding at<br />
high level and runs over lower<br />
roof below. Provide brackets<br />
over roof sheeting to fully<br />
support syphonic pipe, ensure<br />
water proofing is maintained<br />
fall<br />
45°<br />
fall<br />
Downpipe encased in RC<br />
column below. Refer<br />
Hydraulic & Structural<br />
drawings<br />
WF<br />
4-1<br />
BG<br />
WF<br />
4-2<br />
Downpipe encased in RC<br />
column below. Refer<br />
Hydraulic & Structural<br />
drawings<br />
MR<br />
WF<br />
4-3<br />
fall<br />
fall<br />
INTERNAL ROOF OF<br />
FITNESS ROOM UNDER<br />
1800X1200mm penetration (50% free area)<br />
MAIN ROOF SHOWN<br />
to fitness room roof under.<br />
45° DOTTED. PITCH TBC.<br />
45°<br />
2 deg.<br />
FALL<br />
WF<br />
4-4<br />
Downpipe encased in RC<br />
column below. Refer<br />
Hydraulic & Structural<br />
drawings<br />
fall<br />
WF<br />
4-5<br />
WF<br />
4-6<br />
Downpipe encased in RC<br />
column below. Refer<br />
Hydraulic & Structural<br />
drawings<br />
WF<br />
4-7<br />
2deg. fall<br />
Overflow<br />
MR<br />
2 deg. FALL<br />
EF<br />
EF<br />
EF<br />
DP<br />
DP<br />
Overflow<br />
Overflow<br />
FA<br />
FB<br />
1<br />
A-422<br />
C<br />
B<br />
ISSUE FOR CONSTRUCTION<br />
Refer schedule for amendment notes<br />
ISSUE FOR COORDINATION<br />
30/06/2008<br />
20/06/2008<br />
A ISSUE FOR CONSTRUCTION 23/04/2008<br />
A FINAL TENDER ISSUE<br />
29/01/2008<br />
Refer schedule for amendment notes<br />
- ISSUE FOR TENDER 07/11/2007<br />
Rev Notes<br />
Date<br />
Acoustic Engineer<br />
Renzo Tonin & Associates Pty Ltd<br />
Level 1, 418A Elizabeth St, Surry Hills NSW 2010<br />
P 8218 0500 F 8218 0501<br />
E gwheatley@rtagroup.com.au<br />
2<br />
A-422<br />
1<br />
A-423<br />
BG<br />
2 deg. FALL<br />
Downpipe<br />
connection<br />
below box<br />
gutter to<br />
falls refer<br />
Hydraulic<br />
drawings.<br />
Acoustic screens to three sides<br />
of exhaust fan & condenser.<br />
Refer to Acoustic report<br />
500<br />
500<br />
Externally fire rated roof<br />
set-back along GL F1.<br />
cond.<br />
Syphonic DP from courts<br />
penetrates external cladding at<br />
high level and runs over lower<br />
roof below. Provide brackets<br />
over roof sheeting to fully<br />
support syphonic pipe, ensure<br />
water proofing is maintained<br />
Extent of externally fire rated roof<br />
set-back and fins along GL FF.<br />
600<br />
600<br />
1,000<br />
EF<br />
BG<br />
1,150 1,150 1,150 1,150 1,022128 1,022 1281,022 1,000 1,000 1,150 1,150 1,150 1,022 128 1,022128 1,022<br />
SP<br />
SP<br />
Ridge<br />
600<br />
600<br />
Acoustic screens to three<br />
sides of exhaust fan.<br />
Refer to Acoustic report<br />
600<br />
1,750 1,800 1,750 1,783 1,100 1,217 1,100<br />
2,167 1,750 1,800 1,750 1,800 1,750<br />
BG<br />
Overflow<br />
SP<br />
SP<br />
MR<br />
BG<br />
EF<br />
SP<br />
Downpipe connection<br />
below box gutter to<br />
falls refer Hydraulic<br />
drawings.<br />
SP<br />
2 deg. FALL<br />
SP<br />
SP SP SP<br />
Acoustic screens to three<br />
sides of exhaust fan.<br />
Refer to Acoustic report<br />
EF<br />
MR<br />
MR<br />
Overflow<br />
2 deg. FALL<br />
2 deg. FALL<br />
Ridge<br />
Access ladder from<br />
plant platform to<br />
main roof<br />
Indicative outline of roof walkways<br />
Roof walkways, access<br />
ladders and fall arrests<br />
to code.<br />
1<br />
A-4813<br />
+37.910<br />
PLANT<br />
PLATFORM<br />
Refer to Mechanical<br />
Engineer's drawings<br />
for layout.<br />
2 deg. FALL<br />
Below.<br />
Overflow<br />
Access hatch from Level 3<br />
gallery below. Fall arrest rail<br />
surround with access gate.<br />
MR to continue under<br />
plant plantform <strong>floor</strong>ing.<br />
Aluminium mesh <strong>floor</strong> to<br />
plant platform.<br />
2 deg. FALL<br />
DF<br />
4-1<br />
Access gate from plant<br />
platform to roof below.<br />
MR<br />
2 deg. FALL<br />
BG<br />
MR<br />
EF<br />
EF<br />
BG<br />
Overflow<br />
Overflow<br />
2 deg. FALL<br />
FC<br />
FD<br />
FE<br />
Downpipe encased in RC column below.<br />
Refer Hydraulic & Structural drawings<br />
FF<br />
FGX<br />
2<br />
A-422<br />
1<br />
A-423<br />
Disability Consultants<br />
Accessibility Solutions<br />
467 Beauchamp Road, Maroubra NSW 2035<br />
P 9661 1945 F 9661 1982<br />
E markrelf@bigpond.com.au<br />
Principal Certifying Authority<br />
Blackett Maguire & Associates Pty Ltd<br />
Suite 2.01, 22-36 Mountain Street, Ultimo NSW 2007<br />
P 9211 1777 F 9211 7774<br />
E bjm@blackettmaguire.com.au<br />
Land Surveyor<br />
Lockley Land Title Solutions<br />
19 Massey Street, Gladesville NSW 2111<br />
P 9879 6077 F 9879 7143<br />
Damian Maguire<br />
Environmental<br />
Environmental & Earth Science EESI<br />
The Coal Loader Balls Head Drive<br />
Waverton NSW 2060<br />
P 9922 1777 F 9922 1010<br />
E jwalker@eesi.biz<br />
Traffic Engineer<br />
Transport and Traffic Planning Assoc<br />
Level 6, 282 Victoria Ave, Chatswood NSW 2057<br />
P 9411 5660 F 9904 6622<br />
E ttpa@ttpa.com.au<br />
Quantity Surveyor<br />
Turner & Townsend Rawlinsons Pty Ltd<br />
Level 14, 55 Clarence Street, Sydney NSW 2000<br />
P 9279 2699 F 9279 2388<br />
E james.lumsden@turntown.com.au<br />
Hydraulic Engineer<br />
Acor<br />
Level 1, 24 Falcon Street, Crows Nest NSW 2065<br />
P 9438 5098 F 9438 5398<br />
E rgruber@acor.com.au<br />
Services Engineer<br />
Simpson Kotzman<br />
Level 4, 80 Mount Street, North Sydney NSW 2060<br />
P 9929 3321 F 9929 3327<br />
E mmeadows@skz.com.au<br />
Landscape Architect<br />
360 Degrees<br />
Level 5 Ballarat House, 68-72 Wentworth Avenue<br />
Surry Hills NSW 2010<br />
P 9212 2204 F 9212 2256<br />
360@360.net.au<br />
Structural/Civil Engineer<br />
Simpson Design Associates<br />
Studio 1, 84 Mullens St Balmain NSW 2041<br />
P 9810 6911 F 9810 6922<br />
E andrew@simpsondesign.com.au<br />
Project Manager<br />
Incoll Management<br />
Level 1, 73 Miller Street, North Sydney NSW 2060<br />
P 9957 5818 F 9959 3975<br />
E npatton@incoll.com.au<br />
1<br />
A-424<br />
FG<br />
1<br />
A-420<br />
Architect<br />
Tonkin Zulaikha Greer<br />
117 Reservoir Street Surry Hills NSW 2010<br />
P 9215 4900 F 9215 4901<br />
E bettina@tzg.com.au<br />
Client<br />
Indigenous Land Corporation<br />
PO Box 15217, City East, Brisbane QLD 4002<br />
P 07 3854 4600 F 07 3854 4666<br />
E ashley.martens@ilc.gov.au<br />
Pool below<br />
FH<br />
FJ<br />
NOTES:<br />
DO NOT SCALE OFF DRAWINGS. USE FIGURED<br />
DIMENSIONS ONLY. REPORT ANY<br />
DISCREPENCIES TO THE ARCHITECT. THESE<br />
DESIGNS, PLANS, SPECIFICATIONS AND THE<br />
COPYRIGHT THEREIN ARE THE PROPERTY OF<br />
TONKIN ZULAIKHA GREER ARCHITECTS LTD<br />
AND MUST NOT BE USED, REPRODUCED OR<br />
COPIED WHOLLY OR IN PART WITHOUT<br />
WRITTEN PERMISSION OF TONKIN ZULAIKHA<br />
GREER ARCHITECTS.<br />
NORTH<br />
1<br />
A-420<br />
FK<br />
Project Number: 0603<br />
NATIONAL INDIGENOUS<br />
DEVELOPMENT CENTRE<br />
REDFERN<br />
Drawing Title:<br />
FL<br />
BUILDING F<br />
ROOF PLAN<br />
Date printed:<br />
30/06/08<br />
Scale @ A1: 1:100<br />
BS,RL,RM,JH,JM,LM,TF,<br />
Drawn by: SR,TW,AB,VV,BD,JA,WR<br />
FM<br />
Scale @ A3: 1: 200 Checked: PT<br />
Phase: Drawing No:<br />
C A-403<br />
Revision:<br />
C
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