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

info@pta.com.au

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 inib@pta.com.au 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 lnfo@pta.ccm.au 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 info@pta.com.au 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