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Port Pirie Regional Sports Precinct
Port Pirie Regional Council
kata noo
PEDDLE THORP
COLOm LEGEND:
zioi a AS nc •
l s s 15 > f UAVl to 5 1 1
UtiM Cufe SWEtT
Port Pirie Regional Council
Government of South Australia
Australian Government
BUILDING OUR FUTURE
LEGEND:
1. PROPOSED LOCAKABLE GATE 2. PROPOSED MAINTENANCE/STORAGE SHED 3. EXISTING TOILET BLOCK TO REMAIN A. 'VIP' PARKING 5. ENTRANCE TO 'VIP' PARKING CONTROLLED BY STEEL BOLLARDS 6. EXISTING GRANDSTAND TO REMAIN 7. PROPOSED ADDITIONAL SEATING 8. PROPOSED REMOVABLE BASEBALL BACKSTOP 9. PROPOSED FUNCTION CENTRE (REFER TO KATANOO DRAWINGS) . 10. PROPOSED ROUNDABOUT FOR TEAM DROP OFF ETC... 11. PROPOSED MAIN OVAL CRICKET PITCHES. 12. PROPOSED INTERCHANGE BENCHES 13. PROPOSED ARTIFICIAL CRICKET PITCH ON WEST OVAL
COLOUR LEGEND:
HIGH GRADE TURF
GRASS
LANDSCAPING/GARDEN/ LEAVE AS IS
f— LU LU a: i—-co
LU o
PROPOSED PLAYGROUND
POTENTIAL STORMWATER DETENTION (EXACT LOCATION TBCI
- EXISTING MONUMENT TO REMAIN
- EXISTING "LONE PINE" TO REMAIN
- EXISTING TOILET BLOCK TO REMAIN
SPRAY SEAL PARKING AREA
PROPOSED CRICKET NETS (OPTIONAL)
POTENTIAL STOCKPILING AREA FOR EXISTING CRICKET PITCH CLAY
6-
-k/
REFURBISHED AQUATIC CENTRE. FOR STRUCTURAL INFORMATION REFER TO
3005489-201. FOR ARCHITECTURAL INFORMATION REFER TO PEDDLE THORPE
DRAWING FILE LOCATION / NAME
F:\0031502 Sfrucfural\Projecfs\3005489_Parf Pirie Sports Rrecinct\500_CAOO\CAD\DV/G\01_CiYil\3005489-002_[A).dwg
PLOT DATE
30 Sep 2016
THE
17:35:36 CLIENT REVIEW EXTERNAL REFERENCE FILES AHEfDMcNT/REVISION DESCRIPTION
CLIENT REVIEW N. HANKEY
DRAFTING CHECK
N. HANKEY
W. VAN METZINGER PROJECT MANAGER W. VAN METZINGER PROJECT DIRECTOR
SCALES AT A1 SIZE DRAWING
SCALE 1:1000 M i l l f ' ' -20 30 40 50
DESIGNER
i I : . V- <
SMEC AUSTRALIA PTY LTD © ABN 47 065 475 149
LEVEL 4 19 GRENFELL STREET ADELAIDE S.A. 5000
PH 03 6225-9800 FAX 03 8225-9350 SMEC PROJECT No 3005489
i
if
I#'"7
PORT PIRIE REGIONAL COUNCIL PORT PIRIE SPORTS PRECINCT
PRECINCT LAYOUT - OVERALL SITE PLAN
Port Pirie Regional Cband SCALE
AS NOTED PHASE
CLIENT REVIEW PROJECT / DRAWING No.
3005489-002 REVISION
A
PORT PIRIE SPORTS COMPLEX- FUNCTION CENTRE, PORT PIRIE, SA 5540 CD DRAWINGS
ARCHITECTURAL DRAWINGS, JOB NO 36-0025
DRAWING LIST DRAWING LIST
A073 SPECTATOR STAND - ELEVATIONS
A204 | WALL DETAILS A074 SPECTATOR STAND - DETAILS
000 - 009 PRELIMINARIES 100-110 ELEVATIONS AND SECTIONS
A000 COVER SHEET A001 SITE PLAN
A100 ELEVATIONS-SHEET 1
A101 ELEVATIONS-SHEET 2
A110 SECTIONS
002 - 005 GENERAL ARRANGEMENT PLANS A002 GROUND FLOOR PLAN A003 HRST FLOOR PLAN
A005 ROOFPLAN
030 - 031 REFLECTED CEIUNG PLANS A030 GROUND FLOOR-REFLECTED CEIUNG PLAN
A031 FIRST FLOOR-REFLECTED CEIUNG PLAN
050 - 051 CONCRETE PROFILE PLANS
A050 GROUND FLOOR CONCRETE PROFILE PLAN A051 FIRST FLOOR CONCRETE PROFILE PLAN
200 - 208 WALL SECTIONS AND DETAILS
050 - 061 FLOOR FINISH PLANS GROUND FLOOR-FLOOR FINISHES PLAN FIRST FLOOR-FLOOR FINISHES PLAN
070 - 074 SPECTATOR STAND
A070 SPECTATOR STAND - LOWER FLOOR PLAN
A071 SPECTATOR STAND - UPPER FLOOR PLAN
A072 SPECTATOR STAND - SECTIONS
A200 WALL DETAILS A201 WALL DETAILS A202 WALL DETAILS
A203 WALL DETAILS A205 DETAILS A205 STAIR DETAILS
A207 HANDRAIL DETAILS A208 • SCREEN DETAILS
300 - 320 AMENITIES / INTERNAL ELEVATIONS A300 AMENITIES PLAN & ELEVATIONS - SHEET 1
A301 AMENITIES PLAN & ELEVATIONS - SHEET 2 A302 CHANGEROOM PLAN & ELEVATIONS A303 FOYER / LOBBY INTERNAL ELEVATIONS
A310 AMENTIES DETAILS - SHEET 1
A320 UNE OF HEIGHT
700-704 A700 JOINERY DETAILS - SHEET 1
A701 JOIINERY DETAILS - SHEET 2
A702 JOINERY DETAILS-SHEET3 A703 JOINERY DETAILS-SHEET4
A704 JOINERY DETAILS - SHEET 5
SCHEDULES A900 | WINDOW ELEVATIONS
PEDDLE THORP h'orthbank Flace East Level 1,525 Finders Street Melbourne Victoria AistraEa 3000
+ 61 3 9923 2222 + 61 3 9923 2223
REASON FOR ISSUE
TENDER n-E comvooR hgtvekft «i avaaors on srre kkf-
ths CAtog is co?ifsa<r AfO saws n-£ fkcfestt of B€ mchtkt.
PROJECTS: 36-0025
PROJECT: PORT PIRIE FUNCTION CENTRE
PROJECT ADDRESS: MARY ELIE STREET, PORT PIRIE, SOUTH AUSTRALIA, 5540 CLIENT: Owner
DRAWING TITLE COVER SHEET
PROJECT DATE Issue Date
A0Q0 TD1
1 \ Site Plan
PEDDLE THORP fiorthbank Place East Level 1,525 FEnders Street Melbourne Victoria Australia 3000
T • 61 3 5923 2222 F +61 3 9923 2223 E [email protected] W ViVz.pta.com.au
REASOM FOR ISSUE
TENDER TrS CO/TFACTCAlUST VEKFT ALL avBSCHo Cfl 3TH E5RKE CCM-'BO-Jl noM) nvesas iust a USED n ffefebce K fa scud mesas lurreE vsssiai cm site.
PROJECT to-' 36-0025
PROJECT: PORT PIRIE FUNCTION CENTRE
PROJECT ADDRESS: MARY ELIE STREET, PORT PIRIE, SOUTH AUSTRALIA, 5540 CLIENT: Owner
DRAWING TITLE SITE PLAN
SCALE 1:500@A1
A001
PROJECT DATE Issue Date
TD1
0 00
GENERAL LEGEND
O DP DOWIFE COL COLUMN. = <|> OVERFLOW PATH
-f£- FLOOR HASTE
VAOOWNO.
DOOR NO.
LOW/RETYPE
GENBWL LEVEL /KL77.CC0\ FR FlMSt€D FLOOR LEVEL
SSL STRUCTURAL SLAB LEVB_ RL REDUCED LEVEL
. SECTION REFERENCE. DRAVTOJG SHEET NUMBER
LEGEND-WALL TYPES NOTI
o DENOTES WALL TO HEIGHT 200mm ABOVE FINISHED CBLING LEVEL, UNLESS OTHERWISE NOTED.
DENOTES FULL HEIGHT WALL TO UNDERSIDE OF ROOF SHEET I CONCRETE SLAB OR STRUCTURE OVER
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE SPECIFICATION & OTHER DIRECTIONS OR INSTRUCTIONS FROM THE ARCHITECT OR ENGINEERS. PARTITION SET OUT DISCREPANCIES TO BE CONFIRMED WITH DESIGNER PRIOR TO CONSTRUCTION.
ALL PARTITION DIMENSIONS ARE TO THE FINISHED FACE.
ALL PARTITIONS TO UNDERSIDE OF STRUCTURE TO BE FITTED WITH DEFLECTION HEAD TRACKS.
ALL HYDRAULIC STACK ENCASEMENTS TO BE UNED INTERNALLY WITH ACOUSTIC INSULATION.
BLOCKWORK:
190mm BLOCKWORK, 50mm CAVITY & 100mm DESIGNER BLOCK ON EXTERNAL SIDE WITH FOILBOARD INSULATION TO ACHIEVE R2.8 OVERALL VALUE
140mm BLOCKWORK
140mm BLOCKWORK, 50mm CAVITY & 100mm DESIGNER BLOCK ON EXTERNAL SIDE WITH FOILBOARD INSULATION TO ACHIEVE R2.8 OVERALL VALUE
190mm BLOCKWORK,CFC SHEET ON 35mm TOP HATS TO EXTERNAL SIDE, WITH FOILBOARD INSULATION TO ACHIEVE R2.8 OVERALL VALUE
140mm BLOCKWORK, METAL WALL CLADDING- REVOLUTION MAXUNE 340 ON 35mm TOP HATS TO EXTERNAL SIDE
FORDRYWALLS:
NOTE NOGGINS REQUIRED BEHIND ALL WALL HUNG ITEMS
1 LAYER 13mm THICK PLASTERBOARD ON 28mm FURRING CHANNELS.
92mm STUDWORK @ 600mm CTRS WITH 13mm THICK PLASTERBOARD TO ONE SIDE
92mm STUDWORK @ 600mm CTRS wifri 13mm THICK PLASTERBOARD TO BOTH SIDES.
1 LAYER 9mm THICK VILLABOARD ON 28mm FURRING CHANNELS.
92mm STUDWORK @ 600mm CTRS with 9mm THICK VILLABOARD TO ONE SIDE
92mm STUDWORK @ 600mm CTRS WITH 9mm THICK VILLABOARD TO BOTH SIDES.
92mm STUDWORK @ 600mm CTRS WITH 13mm THICK PLASTERBOARD TO ONE SIDE & 9mm VILLABOARD TO THE OTHER.
92mm STUDWORK @ 600mm CTRS WITH 13mm THICK FYRCHECK PLASTERBOARD TO BOTH SIDES WITH 75mm 20kg/m3 GLASSWOOOL INSULATION RW45.
92mm STUDWORK @ 600mm CTRS WITH 13mm THICK FYRCHECK PLASTERBOARD TO ONE SIDE & 9mm VILLABOARD TO THE OTHER SIDE WITH 75mm 20kg/m3 GLASSWOOL INSULATION RW45.
92mm STUDWORK @ 600mm CTRS WITH 9mm THICK VILLABOARD TO BOTH SIDES WITH 75mm 20KG/M3 GLASSWOOL INSULATION RW45.
92mm STUDS WITH 64mm STAGGERED STUDWORK @ 600mm CTRS WITH 2 X 13mm THICK FYRCHECK PLASTERBOARD TO BOTH SIDES WITH 50mm 20KG/M3 POLYESTER INSULATION RW55.
35mm FURRING CHANNELS @ 600mm CTRS WITH 13mm PLASTERBOARD TO ONE SIDE & EXOTEC CEMENT SHEET CLADDING TO EXTERNAL SIDE ON STRUCTURAL STEEL
METAL WALL CLADDING- REVOLUTION MAXUNE 340 ON 35mm TOP HATS FIXED TO STRUCTURAL GIRTS.
WALL TYPE 'P'- PARTITION WALLS-DRYWALL:
NOTE REFER TO STRUCTURAL ENGINEERS DRAWINGS ANDPTAN1 SPECIFICATION FOR METAL STUD WALL BMT THICKNESS.
iA GROUND FLOOR
PW tsv MTC CONSULTANTS: PEDDLE THORP h'orihbank Place East Level 1,525 FTndars Street Melbourne Victoria Australia 3000
T *61 3 9923 2222 F +61 3 9923 2223 E [email protected] W WiV.pt3.com.au ACH K697SCC9
REASON FOR ISSUE
TENDER
T>e canTAcrai ivst vest HI aaszxts eti ejte eekre ca.vsac BOUSED OVBSOo ILCTEE ICS) N FKS5>SXE TO SCK.H) TOSSCtS AI scALB maacfQ IUST BE VS=JH3) ot STTE. THS CKAtoC IS COrTR 3<r«0 REMV5 TVS FSCFaTT Cf TrS AnCHTECt
PROJECT Ito; 36-0025
PROJECT: PORT PIRIE FUNCTION CENTRE
PROJECT ADDRESS: MARY ELIE STREET, PORT PIRIE, SOUTH AUSTRALIA 5540 CLIENT: Ov.ner
DRAWa'JG TITLE GROUND FLOOR PLAN
SCALE PROJECT DATE As indicated @ A1 Issue Date
A002 REVISfOft S
TD1 I
© @0
-TENSIONED CABLES FULL HEIGHT SCREENREFER DETAIL 03/A201
GENERAL LEGEND SYMBOLS LEQEND
DOViliRFE COLUMN.
. OVERFLOW PATH
FLOOR WASTE
MHOOWNO. DOOR NO.
LOLf/RETYFE.
SI I
GO • tHd i
gflgW, LEVEL, FFL RfJSha) FLOOR LEVEL SSL STRUCTURAL SLAB LEVEL RL REDUCED LEVEL
, CEBJfG HEIGHT ABOVE FMSHED FLOW LEVEL
~ TYPES-REFER TO CaONG DRAWING: A030
. SECTtOf J REFERENCE. DRAWING SHEET NUMBER.
LEGEND-WALL TYPES NOTES:
O DENOTES WALL TO HEIGHT 200mm ABOVE FINISHED CEIUNG LEVEL, UNLESS OTHERWISE NOTED.
DENOTES FULL HEIGHT WALL TO UNDERSIDE OF ROOF SHEET I CONCRETE SLAB OR STRUCTURE OVER
THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE SPECIFICATION & OTHER DIRECTIONS OR INSTRUCTIONS FROM THE ARCHITECT OR ENGINEERS. PARTITION SET OUT DISCREPANCIES TO BE CONFIRMED WITH DESIGNER PRIOR TO CONSTRUCTION.
ALL PARTITION DIMENSIONS ARE TO THE FINISHED FACE
4. ALL PARTITIONS TO UNDERSIDE OF STRUCTURE TO BE FITTED WITH DEFLECTION HEAD TRACKS.
5. ALL HYDRAULIC STACK ENCASEMENTS TO BE UNED INTERNALLY WITH ACOUSTIC INSULATION.
BLOCKWORK:
©
© © ©
©
190mm BLOCKWORK, 50mm CAVITY & 100mm DESIGNER BLOCK ON EXTERNAL SIDE WITH FOILBOARD INSULATION TO ACHIEVE R2.8 OVERALL VALUE
140mm BLOCKWORK
140mm BLOCKWORK, 50mm CAVITY & 100mm DESIGNER BLOCK ON EXTERNAL SIDE WITH FOILBOARD INSULATION TO ACHIEVE R2.8 OVERALL VALUE
190mm BLOCKWORK,CFC SHEET ON 35mm TOP HATS TO EXTERNAL SIDE WITH FOILBOARD INSULATION TO ACHIEVE R2.8 OVERALL VALUE
140mm BLOCKWORK, METAL WALL CLADDING-REVOLUTION MAXUNE 340 ON 35mm TOP HATS TO EXTERNAL SIDE
FORDRYWALLS:
NOTE NOGGINS REQUIRED BEHIND ALL WALL HUNG ITEMS
© © © © © © © © © © ©
©
©
1 LAYER 13mm THICK PLASTERBOARD ON 28mm FURRING CHANNELS.
92mm STUDWORK @ 600mm CTRS WITH 13mm THICK PLASTERBOARD TO ONE SIDE.
92mm STUDWORK @ 600mm CTRS with 13mm THICK PLASTERBOARD TO BOTH SIDES.
1 LAYER9mm THICK VILLABOARD ON 28mm FURRING CHANNELS.
92mm STUDWORK @ 600mm CTRS with 9mm THICK VILLABOARD TO ONE SIDE
92mm STUDWORK @ 600mm CTRS WITH 9mm THICK VILLABOARD TO BOTH SIDES.
92mm STUDWORK @ 600mm CTRS WITH 13mm THICK PLASTERBOARD TO ONE SIDE & 9mm VILLABOARD TO THE OTHER
92mm STUDWORK @ 600mm CTRS WITH 13mm THICK FYRCHECK PLASTERBOARD TO BOTH SIDES WITH 75mm 20l>y/m3 GLASSWOOOL INSULATION RW45.
92mm STUDWORK @ 600mm CTRS WITH 13mm THICK FYRCHECK PLASTERBOARD TO ONE SIDE & 9mm VILLABOARD TO THE OTHER SIDE WITH 75mm 20kg/m3 GLASSWOOL INSULATION RW45.
92mm STUDWORK @ 600mm CTRS WITH 9mm THICK VILLABOARD TO BOTH SIDES WITH 75mm 20KG/M3 GLASSWOOL INSULATION RW45.
92mm STUDS WITH 64mm STAGGERED STUDWORK @ 600mm CTRS WITH 2 X 13mm THICK FYRCHECK PLASTERBOARD TO BOTH SIDES WITH 50mm 20KG/M3 POLYESTER INSULATION RW55.
35mm FURRING CHANNELS @ 600mm CTRS WITH 13mm PLASTERBOARD TO ONE SIDE & EXOTEC CEMENT SHEET CLADDING TO EXTERNAL SIDE ON STRUCTURAL STEEL
METAL WALL CLADDING-REVOLUTION MAXLINE 340 ON 35mm TOP HATS FIXED TO STRUCTURAL GIRTS.
WALL TYPE •?'- PARTITION WALLS-DRYWALL
NOTE REFER TO STRUCTURAL ENGINEERS DRAWINGS AND PTA N1 SPECIFICATION FOR METAL STUD WALL BMTTHICKNESS.
T\ FIRST FLOOR PLAN
PEDDLE THORP ftorthbank Flare East Level 1,525 Finders Street Melbourne Victoria AusVaEa 3000
T *61 3 9923 2222 F +61 3 59232223 E [email protected] W Y,v/.pl3.com.au ACK MS 975 EH
REASON FOR ISSUE
TENDER UE COf,TrACTOR lliST VWT Ml OVeSCTS ON 3TE KfCti CCAV3CTC A',1 tOMCR VAJN3 Cf It it 3CP CFAMNGS. (vibh) curaacNj iustee usa> mwaKt to scw.ei roBsaa
PROJECT fto-3&-0025
PROJECT: PORT PIRIE FUNCTION CENTRE
PROJECT ADDRESS: MARY EUE STREET, PORT PIRIE, SOUTH AUSTRALIA. 5540 CLIENT: Owner
DRAWING TITLE FIRST FLOOR PLAN
SCALE-AS indicated @A1
A003
PROJECT DATE Issue Date
TD1