SCALE

DRWN

DSGNDSHEET TITLE

APRVD

SHEET No

PROJECT

CHKD

ISSUE REV

LOCATION

JOB REF

SIGNEDMinistry of Health and Medical ServicesMinistry of Health and Medical ServicesMinistry of Health and Medical ServicesMinistry of Health and Medical Services

Infrastructure UnitInfrastructure UnitInfrastructure UnitInfrastructure UnitTHIS DRAWINGS SUPERSEEDS ANY EARLIER DRAWING WITH SAME SHEET NO

COMMENTS

FFFFOOOORRRR TTTTEEEENNNNDDDDEEEERRRRNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION

9/09

/201

9 1:4

3:44

PM

0000WAGINAWAGINAWAGINAWAGINA

09/09/201909/09/201909/09/201909/09/2019

IAIAIAIAWWWWDDDD....00000000

AMAMAMAM

PSPSPSPS

DRAWING LISTDRAWING LISTDRAWING LISTDRAWING LISTWAGINA HEALTH CENTREWAGINA HEALTH CENTREWAGINA HEALTH CENTREWAGINA HEALTH CENTRE AAAA000066660000

INFRASTRUCTURE UNITINFRASTRUCTURE UNITINFRASTRUCTURE UNITINFRASTRUCTURE UNIT

WAGINA AREA HEALTH CENTREWAGINA AREA HEALTH CENTREWAGINA AREA HEALTH CENTREWAGINA AREA HEALTH CENTRE

MINISTRY OF HEALTH AND MEDICAL SERVICESMINISTRY OF HEALTH AND MEDICAL SERVICESMINISTRY OF HEALTH AND MEDICAL SERVICESMINISTRY OF HEALTH AND MEDICAL SERVICES

TENDER DRAWINGS SCHEDULE TENDER DRAWINGS SCHEDULE TENDER DRAWINGS SCHEDULE TENDER DRAWINGS SCHEDULE ---- 09/09/201909/09/201909/09/201909/09/2019

WD.50WD.50WD.50WD.50 AHC HYDRAULIC SERVICES. SITE LAYOUTAHC HYDRAULIC SERVICES. SITE LAYOUTAHC HYDRAULIC SERVICES. SITE LAYOUTAHC HYDRAULIC SERVICES. SITE LAYOUTWD.51WD.51WD.51WD.51 AHC HYDRAULICS. WATER SUPPLYAHC HYDRAULICS. WATER SUPPLYAHC HYDRAULICS. WATER SUPPLYAHC HYDRAULICS. WATER SUPPLYWD.52WD.52WD.52WD.52 AHC HYDRAULIC SERVICES. WATER RESERVOIRAHC HYDRAULIC SERVICES. WATER RESERVOIRAHC HYDRAULIC SERVICES. WATER RESERVOIRAHC HYDRAULIC SERVICES. WATER RESERVOIRWD.53WD.53WD.53WD.53 AHC HYDRAULIC SERVICES. SWERAGE & STORMWATERAHC HYDRAULIC SERVICES. SWERAGE & STORMWATERAHC HYDRAULIC SERVICES. SWERAGE & STORMWATERAHC HYDRAULIC SERVICES. SWERAGE & STORMWATERWD.54WD.54WD.54WD.54 AHC HYDRAULIC SERVICES. DETAILS IAHC HYDRAULIC SERVICES. DETAILS IAHC HYDRAULIC SERVICES. DETAILS IAHC HYDRAULIC SERVICES. DETAILS IWD.55WD.55WD.55WD.55 HYDRAULIC SERVICES. DETAILS IIHYDRAULIC SERVICES. DETAILS IIHYDRAULIC SERVICES. DETAILS IIHYDRAULIC SERVICES. DETAILS IIWD.56WD.56WD.56WD.56 AHC HYDRAULIC SERVICES. SEPTIC TANK DETAILSAHC HYDRAULIC SERVICES. SEPTIC TANK DETAILSAHC HYDRAULIC SERVICES. SEPTIC TANK DETAILSAHC HYDRAULIC SERVICES. SEPTIC TANK DETAILSWD.57WD.57WD.57WD.57 EXTERNAL VIEWSEXTERNAL VIEWSEXTERNAL VIEWSEXTERNAL VIEWSWD.58WD.58WD.58WD.58 INTERNAL VIEWS IINTERNAL VIEWS IINTERNAL VIEWS IINTERNAL VIEWS IWD.59WD.59WD.59WD.59 INTERNAL VIEWS IIINTERNAL VIEWS IIINTERNAL VIEWS IIINTERNAL VIEWS IIWD.60WD.60WD.60WD.60 RESIDENCE. FLOOR PLANRESIDENCE. FLOOR PLANRESIDENCE. FLOOR PLANRESIDENCE. FLOOR PLANWD.61WD.61WD.61WD.61 RESIDENCE ELEVATIONSRESIDENCE ELEVATIONSRESIDENCE ELEVATIONSRESIDENCE ELEVATIONSWD.62WD.62WD.62WD.62 RESIDENCE. SECTION S25RESIDENCE. SECTION S25RESIDENCE. SECTION S25RESIDENCE. SECTION S25WD.63WD.63WD.63WD.63 RESIDENCE. SECTION S26RESIDENCE. SECTION S26RESIDENCE. SECTION S26RESIDENCE. SECTION S26WD.64WD.64WD.64WD.64 RESIDENCE. KITCHEN DETAILS IRESIDENCE. KITCHEN DETAILS IRESIDENCE. KITCHEN DETAILS IRESIDENCE. KITCHEN DETAILS IWD.65WD.65WD.65WD.65 RESIDENCE. KITCHEN DETAILS IIRESIDENCE. KITCHEN DETAILS IIRESIDENCE. KITCHEN DETAILS IIRESIDENCE. KITCHEN DETAILS IIWD.66WD.66WD.66WD.66 RESIDENCE. BATHROOM DETAILSRESIDENCE. BATHROOM DETAILSRESIDENCE. BATHROOM DETAILSRESIDENCE. BATHROOM DETAILSWD.67WD.67WD.67WD.67 RESIDENCE. FOUNDATION AND SLAB PLANSRESIDENCE. FOUNDATION AND SLAB PLANSRESIDENCE. FOUNDATION AND SLAB PLANSRESIDENCE. FOUNDATION AND SLAB PLANSWD.68WD.68WD.68WD.68 RESIDENCE. ROOFINGRESIDENCE. ROOFINGRESIDENCE. ROOFINGRESIDENCE. ROOFINGWD.69WD.69WD.69WD.69 RESIDENCE. SERVICESRESIDENCE. SERVICESRESIDENCE. SERVICESRESIDENCE. SERVICESWD.70WD.70WD.70WD.70 RESIDENCE. VIEWSRESIDENCE. VIEWSRESIDENCE. VIEWSRESIDENCE. VIEWSWD.71WD.71WD.71WD.71 KITCHEN & LAUNDRYKITCHEN & LAUNDRYKITCHEN & LAUNDRYKITCHEN & LAUNDRYWD.72WD.72WD.72WD.72 KITCHEN & LAUNDRY BUILDING SERVICESKITCHEN & LAUNDRY BUILDING SERVICESKITCHEN & LAUNDRY BUILDING SERVICESKITCHEN & LAUNDRY BUILDING SERVICES

WD.27WD.27WD.27WD.27 AHC WINDOWS (INTERNAL)AHC WINDOWS (INTERNAL)AHC WINDOWS (INTERNAL)AHC WINDOWS (INTERNAL)WD.28WD.28WD.28WD.28 PHC CLINIC DETAILPHC CLINIC DETAILPHC CLINIC DETAILPHC CLINIC DETAILWD.29WD.29WD.29WD.29 AHC FIT OUT SCOPE OF WORKSAHC FIT OUT SCOPE OF WORKSAHC FIT OUT SCOPE OF WORKSAHC FIT OUT SCOPE OF WORKSWD.30WD.30WD.30WD.30 AHC FIT OUT (FOR INFORMATION ONLY)AHC FIT OUT (FOR INFORMATION ONLY)AHC FIT OUT (FOR INFORMATION ONLY)AHC FIT OUT (FOR INFORMATION ONLY)WD.31WD.31WD.31WD.31 AHC FOUNDATION PLANAHC FOUNDATION PLANAHC FOUNDATION PLANAHC FOUNDATION PLANWD.32WD.32WD.32WD.32 AHC FLOOR SLABSAHC FLOOR SLABSAHC FLOOR SLABSAHC FLOOR SLABSWD.33WD.33WD.33WD.33 AHC ROOF FRAME (LOWER)AHC ROOF FRAME (LOWER)AHC ROOF FRAME (LOWER)AHC ROOF FRAME (LOWER)WD.34WD.34WD.34WD.34 AHC ROOF FRAME (UPPER)AHC ROOF FRAME (UPPER)AHC ROOF FRAME (UPPER)AHC ROOF FRAME (UPPER)WD.35WD.35WD.35WD.35 AHC CEILING FRAMEAHC CEILING FRAMEAHC CEILING FRAMEAHC CEILING FRAMEWD.36WD.36WD.36WD.36 AHC CONSTR. DETAILS I. FOOTINGSAHC CONSTR. DETAILS I. FOOTINGSAHC CONSTR. DETAILS I. FOOTINGSAHC CONSTR. DETAILS I. FOOTINGSWD.37WD.37WD.37WD.37 AHC CONSTR. DETAILS II. SLABS AND JOINTSAHC CONSTR. DETAILS II. SLABS AND JOINTSAHC CONSTR. DETAILS II. SLABS AND JOINTSAHC CONSTR. DETAILS II. SLABS AND JOINTSWD.38WD.38WD.38WD.38 AHC CONSTR. DETAILS III. ROOF AND WALLSAHC CONSTR. DETAILS III. ROOF AND WALLSAHC CONSTR. DETAILS III. ROOF AND WALLSAHC CONSTR. DETAILS III. ROOF AND WALLSWD.39WD.39WD.39WD.39 AHC CONSTR. DETAILS IV. FRAMINGAHC CONSTR. DETAILS IV. FRAMINGAHC CONSTR. DETAILS IV. FRAMINGAHC CONSTR. DETAILS IV. FRAMINGWD.40WD.40WD.40WD.40 CONSTRUCTION DETAILS V. METHODOLOGYCONSTRUCTION DETAILS V. METHODOLOGYCONSTRUCTION DETAILS V. METHODOLOGYCONSTRUCTION DETAILS V. METHODOLOGYWD.41WD.41WD.41WD.41 AHC ELECTRICAL SERVICES NOTESAHC ELECTRICAL SERVICES NOTESAHC ELECTRICAL SERVICES NOTESAHC ELECTRICAL SERVICES NOTESWD.42WD.42WD.42WD.42 AHC ELECTRICAL SERVICES. SITE LAYOUTAHC ELECTRICAL SERVICES. SITE LAYOUTAHC ELECTRICAL SERVICES. SITE LAYOUTAHC ELECTRICAL SERVICES. SITE LAYOUTWD.43WD.43WD.43WD.43 AHC ELECTRICAL SERVICES. LIGHTINGAHC ELECTRICAL SERVICES. LIGHTINGAHC ELECTRICAL SERVICES. LIGHTINGAHC ELECTRICAL SERVICES. LIGHTINGWD.44WD.44WD.44WD.44 AHC ELECTRICAL SERVICES. POWER SUPPLYAHC ELECTRICAL SERVICES. POWER SUPPLYAHC ELECTRICAL SERVICES. POWER SUPPLYAHC ELECTRICAL SERVICES. POWER SUPPLYWD.45WD.45WD.45WD.45 AHC ELECTRICAL SERVICES. PHOTOVOLTAIC ARRAYAHC ELECTRICAL SERVICES. PHOTOVOLTAIC ARRAYAHC ELECTRICAL SERVICES. PHOTOVOLTAIC ARRAYAHC ELECTRICAL SERVICES. PHOTOVOLTAIC ARRAYWD.46WD.46WD.46WD.46 AHC MECHANICAL SERVICESAHC MECHANICAL SERVICESAHC MECHANICAL SERVICESAHC MECHANICAL SERVICESWD.47WD.47WD.47WD.47 AHC FIRE SERVICESAHC FIRE SERVICESAHC FIRE SERVICESAHC FIRE SERVICESWD.48WD.48WD.48WD.48 FIRE SERVICES LAYOUTFIRE SERVICES LAYOUTFIRE SERVICES LAYOUTFIRE SERVICES LAYOUTWD.49WD.49WD.49WD.49 AHC HYDRAULIC SERVICESAHC HYDRAULIC SERVICESAHC HYDRAULIC SERVICESAHC HYDRAULIC SERVICES

WD.01WD.01WD.01WD.01 GENERAL NOTES IGENERAL NOTES IGENERAL NOTES IGENERAL NOTES IWD.02WD.02WD.02WD.02 GENERAL NOTES IIGENERAL NOTES IIGENERAL NOTES IIGENERAL NOTES IIWD.03WD.03WD.03WD.03 SITE PLANSITE PLANSITE PLANSITE PLANWD.04WD.04WD.04WD.04 SITE PLAN DETAILSITE PLAN DETAILSITE PLAN DETAILSITE PLAN DETAILWD.05WD.05WD.05WD.05 AHC FLOOR PLANAHC FLOOR PLANAHC FLOOR PLANAHC FLOOR PLANWD.06WD.06WD.06WD.06 AHC N & S ELEVATIONSAHC N & S ELEVATIONSAHC N & S ELEVATIONSAHC N & S ELEVATIONSWD.07WD.07WD.07WD.07 AHC W & E ELEV. SECTION S.01AHC W & E ELEV. SECTION S.01AHC W & E ELEV. SECTION S.01AHC W & E ELEV. SECTION S.01WD.08WD.08WD.08WD.08 AHC SECTIONS S02, S03 & S04AHC SECTIONS S02, S03 & S04AHC SECTIONS S02, S03 & S04AHC SECTIONS S02, S03 & S04WD.09WD.09WD.09WD.09 AHC SECTION S05 & S06AHC SECTION S05 & S06AHC SECTION S05 & S06AHC SECTION S05 & S06WD.10WD.10WD.10WD.10 SECTION S07SECTION S07SECTION S07SECTION S07WD.11WD.11WD.11WD.11 AHC SECTION S08AHC SECTION S08AHC SECTION S08AHC SECTION S08WD.13WD.13WD.13WD.13 AHC ROOF PLANAHC ROOF PLANAHC ROOF PLANAHC ROOF PLANWD.14WD.14WD.14WD.14 AHC NURSE STATION. DETAILS IAHC NURSE STATION. DETAILS IAHC NURSE STATION. DETAILS IAHC NURSE STATION. DETAILS IWD.15WD.15WD.15WD.15 AHC NURSE STATION DETAILS IIAHC NURSE STATION DETAILS IIAHC NURSE STATION DETAILS IIAHC NURSE STATION DETAILS IIWD.16WD.16WD.16WD.16 AHC NURSE STATION DETAILS IIIAHC NURSE STATION DETAILS IIIAHC NURSE STATION DETAILS IIIAHC NURSE STATION DETAILS IIIWD.17WD.17WD.17WD.17 AHC ABLUTIONS DETAILS IAHC ABLUTIONS DETAILS IAHC ABLUTIONS DETAILS IAHC ABLUTIONS DETAILS IWD.18WD.18WD.18WD.18 AHC ABLUTIONS DETAILS IIAHC ABLUTIONS DETAILS IIAHC ABLUTIONS DETAILS IIAHC ABLUTIONS DETAILS IIWD.19WD.19WD.19WD.19 AHC ABLUTIONS DETAILS IIIAHC ABLUTIONS DETAILS IIIAHC ABLUTIONS DETAILS IIIAHC ABLUTIONS DETAILS IIIWD.20WD.20WD.20WD.20 AHC ABLUTIONS DETAILS IVAHC ABLUTIONS DETAILS IVAHC ABLUTIONS DETAILS IVAHC ABLUTIONS DETAILS IVWD.21WD.21WD.21WD.21 AHC ABLUTIONS DETAILS VAHC ABLUTIONS DETAILS VAHC ABLUTIONS DETAILS VAHC ABLUTIONS DETAILS VWD.24WD.24WD.24WD.24 AHC DOOR DETAILS IAHC DOOR DETAILS IAHC DOOR DETAILS IAHC DOOR DETAILS IWD.25WD.25WD.25WD.25 AHC DOOR DETAILS IIAHC DOOR DETAILS IIAHC DOOR DETAILS IIAHC DOOR DETAILS IIWD.26WD.26WD.26WD.26 AHC WINDOWS (FACADES)AHC WINDOWS (FACADES)AHC WINDOWS (FACADES)AHC WINDOWS (FACADES)

REV DESCRIPTION ISSUED0 For Tender 09/09/2019

G1 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALLG1 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALLG1 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALLG1 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER RELEVANT DRAWINGS AND SPECIFICATIONSARCHITECTURAL AND OTHER RELEVANT DRAWINGS AND SPECIFICATIONSARCHITECTURAL AND OTHER RELEVANT DRAWINGS AND SPECIFICATIONSARCHITECTURAL AND OTHER RELEVANT DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUEDAND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUEDAND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUEDAND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ALL DISCREPANCIES SHALLDURING THE COURSE OF THE CONTRACT. ALL DISCREPANCIES SHALLDURING THE COURSE OF THE CONTRACT. ALL DISCREPANCIES SHALLDURING THE COURSE OF THE CONTRACT. ALL DISCREPANCIES SHALL BE REFERRED TO THE PRINCIPAL'S REPRESENTATIVE FOR DECISION BEFOREBE REFERRED TO THE PRINCIPAL'S REPRESENTATIVE FOR DECISION BEFOREBE REFERRED TO THE PRINCIPAL'S REPRESENTATIVE FOR DECISION BEFOREBE REFERRED TO THE PRINCIPAL'S REPRESENTATIVE FOR DECISION BEFORE PROCEEDING WITH WORK.PROCEEDING WITH WORK.PROCEEDING WITH WORK.PROCEEDING WITH WORK.

G2 ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFFG2 ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFFG2 ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFFG2 ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF----SITE WORKSITE WORKSITE WORKSITE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION ANDSHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION ANDSHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION ANDSHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS COMMENCED. THE DRAWINGS SHALLFABRICATION IS COMMENCED. THE DRAWINGS SHALLFABRICATION IS COMMENCED. THE DRAWINGS SHALLFABRICATION IS COMMENCED. THE DRAWINGS SHALL NOT BE SCALED.NOT BE SCALED.NOT BE SCALED.NOT BE SCALED.

G3 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FORG3 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FORG3 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FORG3 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURINGMAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURINGMAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURINGMAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES.NO PART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES.NO PART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES.NO PART SHALL BE OVERSTRESSED UNDER CONSTRUCTION ACTIVITIES.

G4 ALL WORKMANSHIP & MATERIALS SHALL BE IN ACCORDANCE WITHG4 ALL WORKMANSHIP & MATERIALS SHALL BE IN ACCORDANCE WITHG4 ALL WORKMANSHIP & MATERIALS SHALL BE IN ACCORDANCE WITHG4 ALL WORKMANSHIP & MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE RELEVANT BEST PRACTCE STANDARDS, PNG ORTHE REQUIREMENTS OF THE RELEVANT BEST PRACTCE STANDARDS, PNG ORTHE REQUIREMENTS OF THE RELEVANT BEST PRACTCE STANDARDS, PNG ORTHE REQUIREMENTS OF THE RELEVANT BEST PRACTCE STANDARDS, PNG OR SAA CODES INCLUDING ALL AMENDMENTSSAA CODES INCLUDING ALL AMENDMENTSSAA CODES INCLUDING ALL AMENDMENTSSAA CODES INCLUDING ALL AMENDMENTS

G5 THE APPROVAL OF A SUBSTITUTION SHALL BE SOUGHT FROM THEG5 THE APPROVAL OF A SUBSTITUTION SHALL BE SOUGHT FROM THEG5 THE APPROVAL OF A SUBSTITUTION SHALL BE SOUGHT FROM THEG5 THE APPROVAL OF A SUBSTITUTION SHALL BE SOUGHT FROM THE PRINCIPALS REPRESENTATIVE BUT IF GIVEN SHALL NOT BE AN AUTHORISATIONPRINCIPALS REPRESENTATIVE BUT IF GIVEN SHALL NOT BE AN AUTHORISATIONPRINCIPALS REPRESENTATIVE BUT IF GIVEN SHALL NOT BE AN AUTHORISATIONPRINCIPALS REPRESENTATIVE BUT IF GIVEN SHALL NOT BE AN AUTHORISATION FOR EXTRA FUNDING. ANY EXTRA INVOLVED MUST BE TAKEN UP WITH THEFOR EXTRA FUNDING. ANY EXTRA INVOLVED MUST BE TAKEN UP WITH THEFOR EXTRA FUNDING. ANY EXTRA INVOLVED MUST BE TAKEN UP WITH THEFOR EXTRA FUNDING. ANY EXTRA INVOLVED MUST BE TAKEN UP WITH THE

G6 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.G6 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.G6 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE.G6 ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE. ALL LEVELS ARE EXPRESSED IN METRES TO LIHIR DATUM UNO.ALL LEVELS ARE EXPRESSED IN METRES TO LIHIR DATUM UNO.ALL LEVELS ARE EXPRESSED IN METRES TO LIHIR DATUM UNO.ALL LEVELS ARE EXPRESSED IN METRES TO LIHIR DATUM UNO.

G7 THE STRUCTURAL COMPONENTS DETAILED ON THESE DRAWINGS HAVEG7 THE STRUCTURAL COMPONENTS DETAILED ON THESE DRAWINGS HAVEG7 THE STRUCTURAL COMPONENTS DETAILED ON THESE DRAWINGS HAVEG7 THE STRUCTURAL COMPONENTS DETAILED ON THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN, PNG CODESBEEN DESIGNED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN, PNG CODESBEEN DESIGNED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN, PNG CODESBEEN DESIGNED IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN, PNG CODES AND BUILDING ORDINANCES.AND BUILDING ORDINANCES.AND BUILDING ORDINANCES.AND BUILDING ORDINANCES.

L1 LIVE LOADS: ROOF = 0.25 kPaL1 LIVE LOADS: ROOF = 0.25 kPaL1 LIVE LOADS: ROOF = 0.25 kPaL1 LIVE LOADS: ROOF = 0.25 kPa

L3 SEISMIC LOADINGL3 SEISMIC LOADINGL3 SEISMIC LOADINGL3 SEISMIC LOADING SEISMIC ZONE = 2SEISMIC ZONE = 2SEISMIC ZONE = 2SEISMIC ZONE = 2 BASIC SEISMIC COEFFICIENT C = 0.2BASIC SEISMIC COEFFICIENT C = 0.2BASIC SEISMIC COEFFICIENT C = 0.2BASIC SEISMIC COEFFICIENT C = 0.2 IMPORTANCE FACTOR I = 1.0 (UNO)IMPORTANCE FACTOR I = 1.0 (UNO)IMPORTANCE FACTOR I = 1.0 (UNO)IMPORTANCE FACTOR I = 1.0 (UNO)

STRUCTURAL TYPE FACTORSTRUCTURAL TYPE FACTORSTRUCTURAL TYPE FACTORSTRUCTURAL TYPE FACTOR

LIMITED DUCTILITY MASONRYLIMITED DUCTILITY MASONRYLIMITED DUCTILITY MASONRYLIMITED DUCTILITY MASONRY

L4 WIND LOADINGL4 WIND LOADINGL4 WIND LOADINGL4 WIND LOADING MEAN RETURN PERIOD 25 YRSMEAN RETURN PERIOD 25 YRSMEAN RETURN PERIOD 25 YRSMEAN RETURN PERIOD 25 YRS WIND CLASSIFICATION (AS 4055) C2WIND CLASSIFICATION (AS 4055) C2WIND CLASSIFICATION (AS 4055) C2WIND CLASSIFICATION (AS 4055) C2 MAX DESIGN GUST WIND VELOCITY 61 m/sMAX DESIGN GUST WIND VELOCITY 61 m/sMAX DESIGN GUST WIND VELOCITY 61 m/sMAX DESIGN GUST WIND VELOCITY 61 m/s

F1 THE FOUNDATIONS HAVE BEEN DESIGNED ASSUMING AN ALLOWABLEF1 THE FOUNDATIONS HAVE BEEN DESIGNED ASSUMING AN ALLOWABLEF1 THE FOUNDATIONS HAVE BEEN DESIGNED ASSUMING AN ALLOWABLEF1 THE FOUNDATIONS HAVE BEEN DESIGNED ASSUMING AN ALLOWABLEBEARING PRESSURE OF 100 kPa. (UNO)BEARING PRESSURE OF 100 kPa. (UNO)BEARING PRESSURE OF 100 kPa. (UNO)BEARING PRESSURE OF 100 kPa. (UNO)

F2 ALL EXCAVATION IS TO BE INSPECTED AND APPROVED BY THEF2 ALL EXCAVATION IS TO BE INSPECTED AND APPROVED BY THEF2 ALL EXCAVATION IS TO BE INSPECTED AND APPROVED BY THEF2 ALL EXCAVATION IS TO BE INSPECTED AND APPROVED BY THE

REINFORCEMENT OR CONCRETE IS PLACED.REINFORCEMENT OR CONCRETE IS PLACED.REINFORCEMENT OR CONCRETE IS PLACED.REINFORCEMENT OR CONCRETE IS PLACED.

F3 ANY AREAS OF WET OR UNSUITABLE GROUND FOUND TO BE PRESENTF3 ANY AREAS OF WET OR UNSUITABLE GROUND FOUND TO BE PRESENTF3 ANY AREAS OF WET OR UNSUITABLE GROUND FOUND TO BE PRESENTF3 ANY AREAS OF WET OR UNSUITABLE GROUND FOUND TO BE PRESENT BELOW UNDERSIDE OF FOOTING LEVEL AS CALLED FOR ON THE DRAWINGSBELOW UNDERSIDE OF FOOTING LEVEL AS CALLED FOR ON THE DRAWINGSBELOW UNDERSIDE OF FOOTING LEVEL AS CALLED FOR ON THE DRAWINGSBELOW UNDERSIDE OF FOOTING LEVEL AS CALLED FOR ON THE DRAWINGS

SELECTED LOW PLASTICITY, CLAYEY SANDY GRAVEL BACKFILL IN LAYERSSELECTED LOW PLASTICITY, CLAYEY SANDY GRAVEL BACKFILL IN LAYERSSELECTED LOW PLASTICITY, CLAYEY SANDY GRAVEL BACKFILL IN LAYERSSELECTED LOW PLASTICITY, CLAYEY SANDY GRAVEL BACKFILL IN LAYERS NOT EXCEEDING 150mm CONSOLIDATED THICKNESS. THE MATERIAL INNOT EXCEEDING 150mm CONSOLIDATED THICKNESS. THE MATERIAL INNOT EXCEEDING 150mm CONSOLIDATED THICKNESS. THE MATERIAL INNOT EXCEEDING 150mm CONSOLIDATED THICKNESS. THE MATERIAL IN EACH LAYER SHALL BE COMPACTED TO WITHIN 95% OF MAXIMUMEACH LAYER SHALL BE COMPACTED TO WITHIN 95% OF MAXIMUMEACH LAYER SHALL BE COMPACTED TO WITHIN 95% OF MAXIMUMEACH LAYER SHALL BE COMPACTED TO WITHIN 95% OF MAXIMUM DRY DENSITY FOR THE MATERIAL AS DETERMINED BY THE MODIFIEDDRY DENSITY FOR THE MATERIAL AS DETERMINED BY THE MODIFIEDDRY DENSITY FOR THE MATERIAL AS DETERMINED BY THE MODIFIEDDRY DENSITY FOR THE MATERIAL AS DETERMINED BY THE MODIFIED STANDARD COMPACTION METHOD, TEST AS 1289.5.2.1.STANDARD COMPACTION METHOD, TEST AS 1289.5.2.1.STANDARD COMPACTION METHOD, TEST AS 1289.5.2.1.STANDARD COMPACTION METHOD, TEST AS 1289.5.2.1.

F4 ALTERNATIVELY THE ENGINEER MAY INSTRUCT THAT FOOTING SIZESF4 ALTERNATIVELY THE ENGINEER MAY INSTRUCT THAT FOOTING SIZESF4 ALTERNATIVELY THE ENGINEER MAY INSTRUCT THAT FOOTING SIZESF4 ALTERNATIVELY THE ENGINEER MAY INSTRUCT THAT FOOTING SIZES AND/OR FOUNDING DEPTHS BE INCREASED, TO SUIT THE PARTICULARAND/OR FOUNDING DEPTHS BE INCREASED, TO SUIT THE PARTICULARAND/OR FOUNDING DEPTHS BE INCREASED, TO SUIT THE PARTICULARAND/OR FOUNDING DEPTHS BE INCREASED, TO SUIT THE PARTICULAR

FOUNDATION CONDITIONS ENCOUNTERED.FOUNDATION CONDITIONS ENCOUNTERED.FOUNDATION CONDITIONS ENCOUNTERED.FOUNDATION CONDITIONS ENCOUNTERED.

F5 ALL FOOTING EXCAVATIONS SHALL BE MAINTAINED FREE OF WATER BYF5 ALL FOOTING EXCAVATIONS SHALL BE MAINTAINED FREE OF WATER BYF5 ALL FOOTING EXCAVATIONS SHALL BE MAINTAINED FREE OF WATER BYF5 ALL FOOTING EXCAVATIONS SHALL BE MAINTAINED FREE OF WATER BY PROVISION OF RELIEF DRAINS, OR DRAINAGE TO SUITABLE COLLECTIONPROVISION OF RELIEF DRAINS, OR DRAINAGE TO SUITABLE COLLECTIONPROVISION OF RELIEF DRAINS, OR DRAINAGE TO SUITABLE COLLECTIONPROVISION OF RELIEF DRAINS, OR DRAINAGE TO SUITABLE COLLECTION SUMPS FOR REMOVAL BY PUMPING.SUMPS FOR REMOVAL BY PUMPING.SUMPS FOR REMOVAL BY PUMPING.SUMPS FOR REMOVAL BY PUMPING.

F6 ALL HARDFILL MATERIAL SPECIFIED TO UNDERSIDE OF GROUND SLABSF6 ALL HARDFILL MATERIAL SPECIFIED TO UNDERSIDE OF GROUND SLABSF6 ALL HARDFILL MATERIAL SPECIFIED TO UNDERSIDE OF GROUND SLABSF6 ALL HARDFILL MATERIAL SPECIFIED TO UNDERSIDE OF GROUND SLABS AND FOOTINGS SHALL BE AN APPROVED GRANULAR SAND OR GRAVELAND FOOTINGS SHALL BE AN APPROVED GRANULAR SAND OR GRAVELAND FOOTINGS SHALL BE AN APPROVED GRANULAR SAND OR GRAVELAND FOOTINGS SHALL BE AN APPROVED GRANULAR SAND OR GRAVEL MATERIAL, HAVING A PLASTICITY INDEX NOT EXCEEDING 15 AND BEMATERIAL, HAVING A PLASTICITY INDEX NOT EXCEEDING 15 AND BEMATERIAL, HAVING A PLASTICITY INDEX NOT EXCEEDING 15 AND BEMATERIAL, HAVING A PLASTICITY INDEX NOT EXCEEDING 15 AND BE FREE OF ALL DELETERIOUS AND ORGANIC MATTER. 100% SHALL PASSFREE OF ALL DELETERIOUS AND ORGANIC MATTER. 100% SHALL PASSFREE OF ALL DELETERIOUS AND ORGANIC MATTER. 100% SHALL PASSFREE OF ALL DELETERIOUS AND ORGANIC MATTER. 100% SHALL PASS 37.5mm SIEVE AND THE MATERIAL SHALL BE COMPACTED IN LAYERS37.5mm SIEVE AND THE MATERIAL SHALL BE COMPACTED IN LAYERS37.5mm SIEVE AND THE MATERIAL SHALL BE COMPACTED IN LAYERS37.5mm SIEVE AND THE MATERIAL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 150mm TO 95% OF MAXIMUM DRY DENSITY ASNOT EXCEEDING 150mm TO 95% OF MAXIMUM DRY DENSITY ASNOT EXCEEDING 150mm TO 95% OF MAXIMUM DRY DENSITY ASNOT EXCEEDING 150mm TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY TEST AS 1289.5.2.1.DETERMINED BY TEST AS 1289.5.2.1.DETERMINED BY TEST AS 1289.5.2.1.DETERMINED BY TEST AS 1289.5.2.1.

F7 WHERE EXCAVATED SURFACES THAT ARE REQUIRED TO SUPPORTF7 WHERE EXCAVATED SURFACES THAT ARE REQUIRED TO SUPPORTF7 WHERE EXCAVATED SURFACES THAT ARE REQUIRED TO SUPPORTF7 WHERE EXCAVATED SURFACES THAT ARE REQUIRED TO SUPPORT FOUNDATIONS BECOME SOFTENED OR LOOSENED DUE TO ADVERSEFOUNDATIONS BECOME SOFTENED OR LOOSENED DUE TO ADVERSEFOUNDATIONS BECOME SOFTENED OR LOOSENED DUE TO ADVERSEFOUNDATIONS BECOME SOFTENED OR LOOSENED DUE TO ADVERSE WEATHER, GROUND SEEPAGE, OR OTHER CAUSES, ALL SUCH SOFT ORWEATHER, GROUND SEEPAGE, OR OTHER CAUSES, ALL SUCH SOFT ORWEATHER, GROUND SEEPAGE, OR OTHER CAUSES, ALL SUCH SOFT ORWEATHER, GROUND SEEPAGE, OR OTHER CAUSES, ALL SUCH SOFT OR LOOSE MATERIAL SHALL BE REMOVED DOWN TO ACCEPTABLE BEARINGLOOSE MATERIAL SHALL BE REMOVED DOWN TO ACCEPTABLE BEARINGLOOSE MATERIAL SHALL BE REMOVED DOWN TO ACCEPTABLE BEARINGLOOSE MATERIAL SHALL BE REMOVED DOWN TO ACCEPTABLE BEARING AND BE REPLACED IMMEDIATELY WITH EITHER SELECTED HARDFILL ASAND BE REPLACED IMMEDIATELY WITH EITHER SELECTED HARDFILL ASAND BE REPLACED IMMEDIATELY WITH EITHER SELECTED HARDFILL ASAND BE REPLACED IMMEDIATELY WITH EITHER SELECTED HARDFILL AS DESCRIBED IN F6 ABOVE, OR WHERE DIRECTED BY THE PRINCIPALSDESCRIBED IN F6 ABOVE, OR WHERE DIRECTED BY THE PRINCIPALSDESCRIBED IN F6 ABOVE, OR WHERE DIRECTED BY THE PRINCIPALSDESCRIBED IN F6 ABOVE, OR WHERE DIRECTED BY THE PRINCIPALS REPRESENTATIVE, WITH A LAYER OF LEAN MIX CONCRETE BLINDING.REPRESENTATIVE, WITH A LAYER OF LEAN MIX CONCRETE BLINDING.REPRESENTATIVE, WITH A LAYER OF LEAN MIX CONCRETE BLINDING.REPRESENTATIVE, WITH A LAYER OF LEAN MIX CONCRETE BLINDING.

F8 COMPACTION OF FILL WITHIN 1m OF THE BACK FACE OF ALL WALLSF8 COMPACTION OF FILL WITHIN 1m OF THE BACK FACE OF ALL WALLSF8 COMPACTION OF FILL WITHIN 1m OF THE BACK FACE OF ALL WALLSF8 COMPACTION OF FILL WITHIN 1m OF THE BACK FACE OF ALL WALLS REQUIRED TO BE RETAINING, SHALL BE LIMITED TO HAND OPERATEDREQUIRED TO BE RETAINING, SHALL BE LIMITED TO HAND OPERATEDREQUIRED TO BE RETAINING, SHALL BE LIMITED TO HAND OPERATEDREQUIRED TO BE RETAINING, SHALL BE LIMITED TO HAND OPERATED VIBRATING ROLLERS OR TAMPING BY HAND.VIBRATING ROLLERS OR TAMPING BY HAND.VIBRATING ROLLERS OR TAMPING BY HAND.VIBRATING ROLLERS OR TAMPING BY HAND.

F9 ALL SUCH RETAINING WALLS SHALL BE TEMPORARILY PROPPED PRIOR TOF9 ALL SUCH RETAINING WALLS SHALL BE TEMPORARILY PROPPED PRIOR TOF9 ALL SUCH RETAINING WALLS SHALL BE TEMPORARILY PROPPED PRIOR TOF9 ALL SUCH RETAINING WALLS SHALL BE TEMPORARILY PROPPED PRIOR TO BACKFILLING, WITH PROPS BEING RETAINED UNTIL COMPLETION OFBACKFILLING, WITH PROPS BEING RETAINED UNTIL COMPLETION OFBACKFILLING, WITH PROPS BEING RETAINED UNTIL COMPLETION OFBACKFILLING, WITH PROPS BEING RETAINED UNTIL COMPLETION OF CURING OF INTERIOR FLOOR SLABS.CURING OF INTERIOR FLOOR SLABS.CURING OF INTERIOR FLOOR SLABS.CURING OF INTERIOR FLOOR SLABS.

F10 THE FILTER MATERIAL TO SUB SOIL DRAINS WHICH MAY BE REQUIREDF10 THE FILTER MATERIAL TO SUB SOIL DRAINS WHICH MAY BE REQUIREDF10 THE FILTER MATERIAL TO SUB SOIL DRAINS WHICH MAY BE REQUIREDF10 THE FILTER MATERIAL TO SUB SOIL DRAINS WHICH MAY BE REQUIRED BEHIND RETAINING WALLS SHALL BE AN APPROVED, CLEAN, NONBEHIND RETAINING WALLS SHALL BE AN APPROVED, CLEAN, NONBEHIND RETAINING WALLS SHALL BE AN APPROVED, CLEAN, NONBEHIND RETAINING WALLS SHALL BE AN APPROVED, CLEAN, NON---- PLASTIC, FREE DRAINING, GRADED GRANULAR MATERIAL, WITH A D85PLASTIC, FREE DRAINING, GRADED GRANULAR MATERIAL, WITH A D85PLASTIC, FREE DRAINING, GRADED GRANULAR MATERIAL, WITH A D85PLASTIC, FREE DRAINING, GRADED GRANULAR MATERIAL, WITH A D85

SIZE GREATER THAN THE DIAMETER OF THE PIPE PERFORATIONS.SIZE GREATER THAN THE DIAMETER OF THE PIPE PERFORATIONS.SIZE GREATER THAN THE DIAMETER OF THE PIPE PERFORATIONS.SIZE GREATER THAN THE DIAMETER OF THE PIPE PERFORATIONS.

F11 BACKFILL WITHIN A MINIMUM OF 400mm OF THE BACK FACE OFF11 BACKFILL WITHIN A MINIMUM OF 400mm OF THE BACK FACE OFF11 BACKFILL WITHIN A MINIMUM OF 400mm OF THE BACK FACE OFF11 BACKFILL WITHIN A MINIMUM OF 400mm OF THE BACK FACE OF ANY RETAINING WALL SHALL BE AN APPROVED NONANY RETAINING WALL SHALL BE AN APPROVED NONANY RETAINING WALL SHALL BE AN APPROVED NONANY RETAINING WALL SHALL BE AN APPROVED NON----PLASTIC, FREEPLASTIC, FREEPLASTIC, FREEPLASTIC, FREE DRAINING GRAVEL MATERIAL, FREE OF DELETERIOUS AND ORGANICDRAINING GRAVEL MATERIAL, FREE OF DELETERIOUS AND ORGANICDRAINING GRAVEL MATERIAL, FREE OF DELETERIOUS AND ORGANICDRAINING GRAVEL MATERIAL, FREE OF DELETERIOUS AND ORGANIC MATTER UNO. BEYOND THIS LAYER THE FILL MATERIAL SHALL COMPLYMATTER UNO. BEYOND THIS LAYER THE FILL MATERIAL SHALL COMPLYMATTER UNO. BEYOND THIS LAYER THE FILL MATERIAL SHALL COMPLYMATTER UNO. BEYOND THIS LAYER THE FILL MATERIAL SHALL COMPLY

WITH THE REQUIREMENTS SPECIFIED IN F6 ABOVE.WITH THE REQUIREMENTS SPECIFIED IN F6 ABOVE.WITH THE REQUIREMENTS SPECIFIED IN F6 ABOVE.WITH THE REQUIREMENTS SPECIFIED IN F6 ABOVE.

C1 CONCRETE SHALL BE FROM AN APPROVED SOURCE AND SHALL COMPLYC1 CONCRETE SHALL BE FROM AN APPROVED SOURCE AND SHALL COMPLYC1 CONCRETE SHALL BE FROM AN APPROVED SOURCE AND SHALL COMPLYC1 CONCRETE SHALL BE FROM AN APPROVED SOURCE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS, UNO:WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS, UNO:WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS, UNO:WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS, UNO:

PNGS 1002PNGS 1002PNGS 1002PNGS 1002----1982 REINFORCED CONCRETE STRUCTURES1982 REINFORCED CONCRETE STRUCTURES1982 REINFORCED CONCRETE STRUCTURES1982 REINFORCED CONCRETE STRUCTURES PNG 1489 METHODS OF TESTING CONCRETEPNG 1489 METHODS OF TESTING CONCRETEPNG 1489 METHODS OF TESTING CONCRETEPNG 1489 METHODS OF TESTING CONCRETE AS 1302 STEEL REINFORCING BARS FOR CONCRETEAS 1302 STEEL REINFORCING BARS FOR CONCRETEAS 1302 STEEL REINFORCING BARS FOR CONCRETEAS 1302 STEEL REINFORCING BARS FOR CONCRETE AS 3972 PORTLAND CEMENTAS 3972 PORTLAND CEMENTAS 3972 PORTLAND CEMENTAS 3972 PORTLAND CEMENT AS 1379 READYAS 1379 READYAS 1379 READYAS 1379 READY----MIXED CONCRETEMIXED CONCRETEMIXED CONCRETEMIXED CONCRETE AS 2758.1 CONCRETE AGGREGATESAS 2758.1 CONCRETE AGGREGATESAS 2758.1 CONCRETE AGGREGATESAS 2758.1 CONCRETE AGGREGATES

C2 REINFORCEMENT SHOWN ON THE DRAWINGS IS REPRESENTEDC2 REINFORCEMENT SHOWN ON THE DRAWINGS IS REPRESENTEDC2 REINFORCEMENT SHOWN ON THE DRAWINGS IS REPRESENTEDC2 REINFORCEMENT SHOWN ON THE DRAWINGS IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY SHOWN IN TRUE PROJECTIONDIAGRAMMATICALLY AND NOT NECESSARILY SHOWN IN TRUE PROJECTIONDIAGRAMMATICALLY AND NOT NECESSARILY SHOWN IN TRUE PROJECTIONDIAGRAMMATICALLY AND NOT NECESSARILY SHOWN IN TRUE PROJECTION

C3 SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITIONC3 SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITIONC3 SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITIONC3 SPLICES IN REINFORCEMENT SHALL BE MADE ONLY IN THE POSITION SHOWN ON THE DRAWINGS OR AS OTHERWISE APPROVED BY THE PRINCIPAL'SSHOWN ON THE DRAWINGS OR AS OTHERWISE APPROVED BY THE PRINCIPAL'SSHOWN ON THE DRAWINGS OR AS OTHERWISE APPROVED BY THE PRINCIPAL'SSHOWN ON THE DRAWINGS OR AS OTHERWISE APPROVED BY THE PRINCIPAL'SREPRESENTATIVE. WHERE THE LAP LENGTH IS NOT SHOWN IT SHALL BEREPRESENTATIVE. WHERE THE LAP LENGTH IS NOT SHOWN IT SHALL BEREPRESENTATIVE. WHERE THE LAP LENGTH IS NOT SHOWN IT SHALL BEREPRESENTATIVE. WHERE THE LAP LENGTH IS NOT SHOWN IT SHALL BESUFFICIENT TO DEVELOP THE FULL STRENGTH OF THE REINFORCEMENT.SUFFICIENT TO DEVELOP THE FULL STRENGTH OF THE REINFORCEMENT.SUFFICIENT TO DEVELOP THE FULL STRENGTH OF THE REINFORCEMENT.SUFFICIENT TO DEVELOP THE FULL STRENGTH OF THE REINFORCEMENT.

C4 WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SHOWN ONC4 WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SHOWN ONC4 WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SHOWN ONC4 WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SHOWN ONTHE DRAWINGS OR APPROVED BY THE PRINCIPALS REPRESENTATIVETHE DRAWINGS OR APPROVED BY THE PRINCIPALS REPRESENTATIVETHE DRAWINGS OR APPROVED BY THE PRINCIPALS REPRESENTATIVETHE DRAWINGS OR APPROVED BY THE PRINCIPALS REPRESENTATIVE

C5 LAPS IN MESH SHALL BE THE SPACING OF TRANSVERSE WIRES PLUSC5 LAPS IN MESH SHALL BE THE SPACING OF TRANSVERSE WIRES PLUSC5 LAPS IN MESH SHALL BE THE SPACING OF TRANSVERSE WIRES PLUSC5 LAPS IN MESH SHALL BE THE SPACING OF TRANSVERSE WIRES PLUS 25mm UNLESS OTHERWISE SHOWN.25mm UNLESS OTHERWISE SHOWN.25mm UNLESS OTHERWISE SHOWN.25mm UNLESS OTHERWISE SHOWN.

C6 ALL REINFORCEMENT SHALL BE SUPPORTED IN ITS CORRECT POSITIONC6 ALL REINFORCEMENT SHALL BE SUPPORTED IN ITS CORRECT POSITIONC6 ALL REINFORCEMENT SHALL BE SUPPORTED IN ITS CORRECT POSITIONC6 ALL REINFORCEMENT SHALL BE SUPPORTED IN ITS CORRECT POSITION DURING CONCRETING BY APPROVED MORTAR BLOCKS, BAR CHAIRS,DURING CONCRETING BY APPROVED MORTAR BLOCKS, BAR CHAIRS,DURING CONCRETING BY APPROVED MORTAR BLOCKS, BAR CHAIRS,DURING CONCRETING BY APPROVED MORTAR BLOCKS, BAR CHAIRS,

SPACERS OR SUPPORT BARS. FABRIC SHALL NOT BE LAID ON THE GROUNDSPACERS OR SUPPORT BARS. FABRIC SHALL NOT BE LAID ON THE GROUNDSPACERS OR SUPPORT BARS. FABRIC SHALL NOT BE LAID ON THE GROUNDSPACERS OR SUPPORT BARS. FABRIC SHALL NOT BE LAID ON THE GROUND

C7 REINFORCEMENT SYMBOLS:C7 REINFORCEMENT SYMBOLS:C7 REINFORCEMENT SYMBOLS:C7 REINFORCEMENT SYMBOLS:

R = DENOTES GRADE 230R HOT ROLLED PLAIN BARS TO AS 1302R = DENOTES GRADE 230R HOT ROLLED PLAIN BARS TO AS 1302R = DENOTES GRADE 230R HOT ROLLED PLAIN BARS TO AS 1302R = DENOTES GRADE 230R HOT ROLLED PLAIN BARS TO AS 1302

F = DENOTES HARDF = DENOTES HARDF = DENOTES HARDF = DENOTES HARD----DRAWN WIRE REINFORCING FABRIC TO AS 1302DRAWN WIRE REINFORCING FABRIC TO AS 1302DRAWN WIRE REINFORCING FABRIC TO AS 1302DRAWN WIRE REINFORCING FABRIC TO AS 1302

W = DENOTES HARDW = DENOTES HARDW = DENOTES HARDW = DENOTES HARD----DRAWN PLAIN WIRE TO AS1303DRAWN PLAIN WIRE TO AS1303DRAWN PLAIN WIRE TO AS1303DRAWN PLAIN WIRE TO AS1303 Y = DENOTES GRADE 410Y HIGH YIELD DEFORMED BARS TO AS 1302Y = DENOTES GRADE 410Y HIGH YIELD DEFORMED BARS TO AS 1302Y = DENOTES GRADE 410Y HIGH YIELD DEFORMED BARS TO AS 1302Y = DENOTES GRADE 410Y HIGH YIELD DEFORMED BARS TO AS 1302

AND PULLED INTO POSITION THROUGH THE CONCRETE.AND PULLED INTO POSITION THROUGH THE CONCRETE.AND PULLED INTO POSITION THROUGH THE CONCRETE.AND PULLED INTO POSITION THROUGH THE CONCRETE.

C8 CONCRETE SHALL BE SUPPLIED ON A PERFORMANCE BASIS AND HAVEC8 CONCRETE SHALL BE SUPPLIED ON A PERFORMANCE BASIS AND HAVEC8 CONCRETE SHALL BE SUPPLIED ON A PERFORMANCE BASIS AND HAVEC8 CONCRETE SHALL BE SUPPLIED ON A PERFORMANCE BASIS AND HAVE THE MINIMUM FOLLOWING CHARACTERISTICS.THE MINIMUM FOLLOWING CHARACTERISTICS.THE MINIMUM FOLLOWING CHARACTERISTICS.THE MINIMUM FOLLOWING CHARACTERISTICS.

ELEMENTELEMENTELEMENTELEMENT STRENGTHSTRENGTHSTRENGTHSTRENGTH MAX. SIZEMAX. SIZEMAX. SIZEMAX. SIZEAGGREGATEAGGREGATEAGGREGATEAGGREGATE

SLUMPSLUMPSLUMPSLUMP

ALL ELEMENTSALL ELEMENTSALL ELEMENTSALL ELEMENTS 25 MPa25 MPa25 MPa25 MPa 20mm20mm20mm20mm 70mm70mm70mm70mm

C9 SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OFC9 SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OFC9 SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OFC9 SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OF APPLIED FINISHES.APPLIED FINISHES.APPLIED FINISHES.APPLIED FINISHES.

C10 BEAM DEPTHS ARE WRITTEN FIRST UNO AND INCLUDE SLAB THICKNESSC10 BEAM DEPTHS ARE WRITTEN FIRST UNO AND INCLUDE SLAB THICKNESSC10 BEAM DEPTHS ARE WRITTEN FIRST UNO AND INCLUDE SLAB THICKNESSC10 BEAM DEPTHS ARE WRITTEN FIRST UNO AND INCLUDE SLAB THICKNESS IF ANY.IF ANY.IF ANY.IF ANY.

C11 CONCRETE COVER TO REINFORCEMENT SHALL BE AS FOLLOWS UNO.C11 CONCRETE COVER TO REINFORCEMENT SHALL BE AS FOLLOWS UNO.C11 CONCRETE COVER TO REINFORCEMENT SHALL BE AS FOLLOWS UNO.C11 CONCRETE COVER TO REINFORCEMENT SHALL BE AS FOLLOWS UNO.

EXPOSUREEXPOSUREEXPOSUREEXPOSURECONDITIONCONDITIONCONDITIONCONDITION

CAST AGAINST FORMSCAST AGAINST FORMSCAST AGAINST FORMSCAST AGAINST FORMS

C12 ALL FORMED EXPOSED EDGES AND REC12 ALL FORMED EXPOSED EDGES AND REC12 ALL FORMED EXPOSED EDGES AND REC12 ALL FORMED EXPOSED EDGES AND RE----ENTRANT CORNERS SHALL BEENTRANT CORNERS SHALL BEENTRANT CORNERS SHALL BEENTRANT CORNERS SHALL BECHAMFERED OR FILLETED 20mm UNOCHAMFERED OR FILLETED 20mm UNOCHAMFERED OR FILLETED 20mm UNOCHAMFERED OR FILLETED 20mm UNO

C13 NO PENETRATIONS, CHASES OR TEMPORARY FIXTURES ARE PERMITTEDC13 NO PENETRATIONS, CHASES OR TEMPORARY FIXTURES ARE PERMITTEDC13 NO PENETRATIONS, CHASES OR TEMPORARY FIXTURES ARE PERMITTEDC13 NO PENETRATIONS, CHASES OR TEMPORARY FIXTURES ARE PERMITTEDWITHOUT PRIOR APPROVAL OF THE PRINCIPAL'S REPRESENTATIVEWITHOUT PRIOR APPROVAL OF THE PRINCIPAL'S REPRESENTATIVEWITHOUT PRIOR APPROVAL OF THE PRINCIPAL'S REPRESENTATIVEWITHOUT PRIOR APPROVAL OF THE PRINCIPAL'S REPRESENTATIVE

C14 CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLYC14 CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLYC14 CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLYC14 CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED BY THEWHERE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED BY THEWHERE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED BY THEWHERE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED BY THE PRINCIPAL'S REPRESENTATIVE. FURTHER, CONCRETE SURFACES AGAINSTPRINCIPAL'S REPRESENTATIVE. FURTHER, CONCRETE SURFACES AGAINSTPRINCIPAL'S REPRESENTATIVE. FURTHER, CONCRETE SURFACES AGAINSTPRINCIPAL'S REPRESENTATIVE. FURTHER, CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEAN, FREE OF ALLWHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEAN, FREE OF ALLWHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEAN, FREE OF ALLWHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEAN, FREE OF ALL LAITANCE, PROVIDE A MINIMUM 6mm DEGREE OF ROUGHNESS AND BELAITANCE, PROVIDE A MINIMUM 6mm DEGREE OF ROUGHNESS AND BELAITANCE, PROVIDE A MINIMUM 6mm DEGREE OF ROUGHNESS AND BELAITANCE, PROVIDE A MINIMUM 6mm DEGREE OF ROUGHNESS AND BE DAMPENED DOWN PRIOR TO COMMENCEMENT OF POURING THE NEW CONCRETE.DAMPENED DOWN PRIOR TO COMMENCEMENT OF POURING THE NEW CONCRETE.DAMPENED DOWN PRIOR TO COMMENCEMENT OF POURING THE NEW CONCRETE.DAMPENED DOWN PRIOR TO COMMENCEMENT OF POURING THE NEW CONCRETE.

C15 THE CONCRETE SHALL BE TESTED FOR COMPLIANCE BY PROJECT CONTROLC15 THE CONCRETE SHALL BE TESTED FOR COMPLIANCE BY PROJECT CONTROLC15 THE CONCRETE SHALL BE TESTED FOR COMPLIANCE BY PROJECT CONTROLC15 THE CONCRETE SHALL BE TESTED FOR COMPLIANCE BY PROJECT CONTROL TESTING IN ACCORDANCE WITH CL. 4.8.1.2 OF PNGS 1002. THETESTING IN ACCORDANCE WITH CL. 4.8.1.2 OF PNGS 1002. THETESTING IN ACCORDANCE WITH CL. 4.8.1.2 OF PNGS 1002. THETESTING IN ACCORDANCE WITH CL. 4.8.1.2 OF PNGS 1002. THE ASSUMED STANDARD DEVIATION SHALL BE AS INDICATED IN TABLEASSUMED STANDARD DEVIATION SHALL BE AS INDICATED IN TABLEASSUMED STANDARD DEVIATION SHALL BE AS INDICATED IN TABLEASSUMED STANDARD DEVIATION SHALL BE AS INDICATED IN TABLE 4.6.3. CONCRETE NOT COMPLYING WITH CLAUSE 4.8.1.2 (C) WILL BE4.6.3. CONCRETE NOT COMPLYING WITH CLAUSE 4.8.1.2 (C) WILL BE4.6.3. CONCRETE NOT COMPLYING WITH CLAUSE 4.8.1.2 (C) WILL BE4.6.3. CONCRETE NOT COMPLYING WITH CLAUSE 4.8.1.2 (C) WILL BEREJECTED.REJECTED.REJECTED.REJECTED.

C16 ALL CONCRETE SHALL BE COMPACTED USING VIBRATION EQUIPMENT ASC16 ALL CONCRETE SHALL BE COMPACTED USING VIBRATION EQUIPMENT ASC16 ALL CONCRETE SHALL BE COMPACTED USING VIBRATION EQUIPMENT ASC16 ALL CONCRETE SHALL BE COMPACTED USING VIBRATION EQUIPMENT ASFOLLOWS:FOLLOWS:FOLLOWS:FOLLOWS:

SLABS SLABS SLABS SLABS ---- USE IMMERSION TYPE VIBRATORS VERTICALLY, NOTUSE IMMERSION TYPE VIBRATORS VERTICALLY, NOTUSE IMMERSION TYPE VIBRATORS VERTICALLY, NOTUSE IMMERSION TYPE VIBRATORS VERTICALLY, NOT HORIZONTALLY, IN OVERLAPPING SPOT PATTERN AND/OR VIBRATINGHORIZONTALLY, IN OVERLAPPING SPOT PATTERN AND/OR VIBRATINGHORIZONTALLY, IN OVERLAPPING SPOT PATTERN AND/OR VIBRATINGHORIZONTALLY, IN OVERLAPPING SPOT PATTERN AND/OR VIBRATINGSCREED.SCREED.SCREED.SCREED.

ALL OTHER ELEMENTS ALL OTHER ELEMENTS ALL OTHER ELEMENTS ALL OTHER ELEMENTS ---- USE IMMERSION TYPE VIBRATOR VERTICALLY.USE IMMERSION TYPE VIBRATOR VERTICALLY.USE IMMERSION TYPE VIBRATOR VERTICALLY.USE IMMERSION TYPE VIBRATOR VERTICALLY.

VIBRATION IN EACH LOCATION SHOULD CONTINUE UNTIL AIR BUBBLESVIBRATION IN EACH LOCATION SHOULD CONTINUE UNTIL AIR BUBBLESVIBRATION IN EACH LOCATION SHOULD CONTINUE UNTIL AIR BUBBLESVIBRATION IN EACH LOCATION SHOULD CONTINUE UNTIL AIR BUBBLES CEASE TO APPEAR (GENERALLY AFTER 20CEASE TO APPEAR (GENERALLY AFTER 20CEASE TO APPEAR (GENERALLY AFTER 20CEASE TO APPEAR (GENERALLY AFTER 20----30 SECS).30 SECS).30 SECS).30 SECS).

C17 INITIAL CURING OF CONCRETE SHALL COMMENCE NO LATER THAN 2 HOURSC17 INITIAL CURING OF CONCRETE SHALL COMMENCE NO LATER THAN 2 HOURSC17 INITIAL CURING OF CONCRETE SHALL COMMENCE NO LATER THAN 2 HOURSC17 INITIAL CURING OF CONCRETE SHALL COMMENCE NO LATER THAN 2 HOURS AFTER FINISHING OPERATIONS HAVE BEEN COMPLETED. THE CONCRETEAFTER FINISHING OPERATIONS HAVE BEEN COMPLETED. THE CONCRETEAFTER FINISHING OPERATIONS HAVE BEEN COMPLETED. THE CONCRETEAFTER FINISHING OPERATIONS HAVE BEEN COMPLETED. THE CONCRETESHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVER NIGHT BY:SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVER NIGHT BY:SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVER NIGHT BY:SHALL BE KEPT CONTINUOUSLY MOIST AT LEAST OVER NIGHT BY:

(A) PONDING OR CONTINUOUS SPRINKLING WITH WATER.(A) PONDING OR CONTINUOUS SPRINKLING WITH WATER.(A) PONDING OR CONTINUOUS SPRINKLING WITH WATER.(A) PONDING OR CONTINUOUS SPRINKLING WITH WATER.(B) USE OF AN ABSORPTIVE COVER KEPT CONTINUOUSLY WET.(B) USE OF AN ABSORPTIVE COVER KEPT CONTINUOUSLY WET.(B) USE OF AN ABSORPTIVE COVER KEPT CONTINUOUSLY WET.(B) USE OF AN ABSORPTIVE COVER KEPT CONTINUOUSLY WET.(C) COATING WITH AN APPROVED SPRAYED MEMBRANE CURING COMPOUND(C) COATING WITH AN APPROVED SPRAYED MEMBRANE CURING COMPOUND(C) COATING WITH AN APPROVED SPRAYED MEMBRANE CURING COMPOUND(C) COATING WITH AN APPROVED SPRAYED MEMBRANE CURING COMPOUND

CURING AND SHALL BE CONTINUED FOR 7 DAYS. CURING AND SHALL BE CONTINUED FOR 7 DAYS. CURING AND SHALL BE CONTINUED FOR 7 DAYS. CURING AND SHALL BE CONTINUED FOR 7 DAYS. ONE OF THE FOLLOWING CURING METHODS SHALL BE ONE OF THE FOLLOWING CURING METHODS SHALL BE ONE OF THE FOLLOWING CURING METHODS SHALL BE ONE OF THE FOLLOWING CURING METHODS SHALL BE ADOPTED FOR FINAL CURING.ADOPTED FOR FINAL CURING.ADOPTED FOR FINAL CURING.ADOPTED FOR FINAL CURING.

(A) CONTINUING THE INITIAL CURING METHOD.(A) CONTINUING THE INITIAL CURING METHOD.(A) CONTINUING THE INITIAL CURING METHOD.(A) CONTINUING THE INITIAL CURING METHOD.(B) USE OF AN APPROVED MOISTURE RETAINING COVERING(B) USE OF AN APPROVED MOISTURE RETAINING COVERING(B) USE OF AN APPROVED MOISTURE RETAINING COVERING(B) USE OF AN APPROVED MOISTURE RETAINING COVERING

SUCH AS HEAVY GAUGE CLEAR POLYTHENE SHEETINGSUCH AS HEAVY GAUGE CLEAR POLYTHENE SHEETINGSUCH AS HEAVY GAUGE CLEAR POLYTHENE SHEETINGSUCH AS HEAVY GAUGE CLEAR POLYTHENE SHEETINGOR BUILDING PAPER,FIRMLY HELD AGAINST THEOR BUILDING PAPER,FIRMLY HELD AGAINST THEOR BUILDING PAPER,FIRMLY HELD AGAINST THEOR BUILDING PAPER,FIRMLY HELD AGAINST THECONCRETE SURFACES TO PREVENT AIR CIRCULATIONCONCRETE SURFACES TO PREVENT AIR CIRCULATIONCONCRETE SURFACES TO PREVENT AIR CIRCULATIONCONCRETE SURFACES TO PREVENT AIR CIRCULATION

SUCH COVERS SHALL BE MAINTAINED UNDAMAGEDSUCH COVERS SHALL BE MAINTAINED UNDAMAGEDSUCH COVERS SHALL BE MAINTAINED UNDAMAGEDSUCH COVERS SHALL BE MAINTAINED UNDAMAGED DURING THE CURING PERIOD.DURING THE CURING PERIOD.DURING THE CURING PERIOD.DURING THE CURING PERIOD.

CASTCASTCASTCASTAGAINSTAGAINSTAGAINSTAGAINST

DAMPDAMPDAMPDAMP----PROOFPROOFPROOFPROOFMEMBRANEMEMBRANEMEMBRANEMEMBRANE

CASTCASTCASTCASTAGAINSTAGAINSTAGAINSTAGAINSTGROUNDGROUNDGROUNDGROUNDELEMENTSELEMENTSELEMENTSELEMENTS INTERIORINTERIORINTERIORINTERIOR EXTERIOREXTERIOREXTERIOREXTERIOR

STRIP FOOTINGSSTRIP FOOTINGSSTRIP FOOTINGSSTRIP FOOTINGSAND PADSAND PADSAND PADSAND PADS

50505050 65656565

GROUNDGROUNDGROUNDGROUNDSLABS ONSLABS ONSLABS ONSLABS ON

30303030 3030303065656565 65656565

TOPTOPTOPTOPBOTTOMBOTTOMBOTTOMBOTTOM

SINGLE STOREY FRAMESSINGLE STOREY FRAMESSINGLE STOREY FRAMESSINGLE STOREY FRAMESDIAGONAL BRACED FRAMESDIAGONAL BRACED FRAMESDIAGONAL BRACED FRAMESDIAGONAL BRACED FRAMES K =K =K =K = 2.52.52.52.5

2.02.02.02.0K =K =K =K =2.02.02.02.0K =K =K =K =

PRINCIPALS REPRESENTATIVE BEFORE THE WORK COMMENCESPRINCIPALS REPRESENTATIVE BEFORE THE WORK COMMENCESPRINCIPALS REPRESENTATIVE BEFORE THE WORK COMMENCESPRINCIPALS REPRESENTATIVE BEFORE THE WORK COMMENCES

FLOORS = IN ACCORDANCE WITH PNGS 1001 PART 1 UNOFLOORS = IN ACCORDANCE WITH PNGS 1001 PART 1 UNOFLOORS = IN ACCORDANCE WITH PNGS 1001 PART 1 UNOFLOORS = IN ACCORDANCE WITH PNGS 1001 PART 1 UNO

PRINCIPALS REPRESENTATIVE OR BUILDING INSPECTOR BEFORE ANYPRINCIPALS REPRESENTATIVE OR BUILDING INSPECTOR BEFORE ANYPRINCIPALS REPRESENTATIVE OR BUILDING INSPECTOR BEFORE ANYPRINCIPALS REPRESENTATIVE OR BUILDING INSPECTOR BEFORE ANY

SHALL BE REMOVED DOWN TO ACCEPTABLE FOUNDING AND BE REPLACED WITHSHALL BE REMOVED DOWN TO ACCEPTABLE FOUNDING AND BE REPLACED WITHSHALL BE REMOVED DOWN TO ACCEPTABLE FOUNDING AND BE REPLACED WITHSHALL BE REMOVED DOWN TO ACCEPTABLE FOUNDING AND BE REPLACED WITH

GENERAL WORKSGENERAL WORKSGENERAL WORKSGENERAL WORKS

DESIGN LOAD CRITERIADESIGN LOAD CRITERIADESIGN LOAD CRITERIADESIGN LOAD CRITERIA

FOUNDATIONSFOUNDATIONSFOUNDATIONSFOUNDATIONSCONCRETECONCRETECONCRETECONCRETE

AT THE CONCRETE SURFACES.AT THE CONCRETE SURFACES.AT THE CONCRETE SURFACES.AT THE CONCRETE SURFACES.

C18 FINAL CURING SHALL IMMEDIATELY FOLLOW INITIAL C18 FINAL CURING SHALL IMMEDIATELY FOLLOW INITIAL C18 FINAL CURING SHALL IMMEDIATELY FOLLOW INITIAL C18 FINAL CURING SHALL IMMEDIATELY FOLLOW INITIAL

C19 ALL CONCRETE SLABS SHALL BE POWER MACHINE TROWELLED FINISH UNOC19 ALL CONCRETE SLABS SHALL BE POWER MACHINE TROWELLED FINISH UNOC19 ALL CONCRETE SLABS SHALL BE POWER MACHINE TROWELLED FINISH UNOC19 ALL CONCRETE SLABS SHALL BE POWER MACHINE TROWELLED FINISH UNOAS DIRECTED.AS DIRECTED.AS DIRECTED.AS DIRECTED.

TERMITE CONTROLTERMITE CONTROLTERMITE CONTROLTERMITE CONTROLCONTRACTOR TO ENSURE TERMITE TREATMENT IS APPLIED DURING CONSTRUCTIONCONTRACTOR TO ENSURE TERMITE TREATMENT IS APPLIED DURING CONSTRUCTIONCONTRACTOR TO ENSURE TERMITE TREATMENT IS APPLIED DURING CONSTRUCTIONCONTRACTOR TO ENSURE TERMITE TREATMENT IS APPLIED DURING CONSTRUCTIONOF THE BUILDING AS FOLLOWSOF THE BUILDING AS FOLLOWSOF THE BUILDING AS FOLLOWSOF THE BUILDING AS FOLLOWS

1.1.1.1. SSSSUUUUPPPPPPPPLLLLYYYY &&&& AAAAPPPPPPPPLLLLYYYY BBBBIIIIFFFFEEEENNNNTTTTHHHHRRRRIIIINNNN AAAAQQQQUUUUAAAA HHHHAAAANNNNDDDD SSSSPPPPRRRRAAAAYYYY AAAATTTT 111100000000%%%% CCCCOOOONNNNCCCCEEEENNNNTTTTRRRRAAAATTTTIIIIOOOONNNNAT 5mL/M2 FOR POST SLAB POURSAT 5mL/M2 FOR POST SLAB POURSAT 5mL/M2 FOR POST SLAB POURSAT 5mL/M2 FOR POST SLAB POURS

2.2.2.2. SUPPLY & APPLY 10/LM OF SPECTRUM 2000SC AROUND THE PERIMETER OFSUPPLY & APPLY 10/LM OF SPECTRUM 2000SC AROUND THE PERIMETER OFSUPPLY & APPLY 10/LM OF SPECTRUM 2000SC AROUND THE PERIMETER OFSUPPLY & APPLY 10/LM OF SPECTRUM 2000SC AROUND THE PERIMETER OFTHE BUILDINGTHE BUILDINGTHE BUILDINGTHE BUILDING

3.3.3.3. SUPPLY & APPLY TRITHOR OR SIMILAR TERMITE COLLARS AT ALL SLABSUPPLY & APPLY TRITHOR OR SIMILAR TERMITE COLLARS AT ALL SLABSUPPLY & APPLY TRITHOR OR SIMILAR TERMITE COLLARS AT ALL SLABSUPPLY & APPLY TRITHOR OR SIMILAR TERMITE COLLARS AT ALL SLABPENETRATIONS LOCATIONS TO PROVIDE A PHYSICAL BARRIER PROTECTIONPENETRATIONS LOCATIONS TO PROVIDE A PHYSICAL BARRIER PROTECTIONPENETRATIONS LOCATIONS TO PROVIDE A PHYSICAL BARRIER PROTECTIONPENETRATIONS LOCATIONS TO PROVIDE A PHYSICAL BARRIER PROTECTION

FFFFOOOOLLLLLLLLOOOOWWWWIIIINNNNGGGG TTTTHHHHEEEE TTTTRRRREEEEAAAATTTTMMMMEEEENNNNTTTT TTTTHHHHEEEE CCCCOOOONNNNTTTTRRRRAAAACCCCTTTT WWWWIIIILLLLLLLL IIIISSSSSSSSUUUUEEEE TTTTOOOO TTTTHHHHEEEE CCCCLLLLIIIIEEEENNNNTTTT TTTTHHHHEEEE RRRREEEELLLLEEEEVVVVAAAANNNNTTTT CERTIFICATE OF TERMITE CONTROLCERTIFICATE OF TERMITE CONTROLCERTIFICATE OF TERMITE CONTROLCERTIFICATE OF TERMITE CONTROL

SCALE

DRWN

DSGNDSHEET TITLE

APRVD

SHEET No

PROJECT

CHKD

ISSUE REV

LOCATION

JOB REF

SIGNEDMinistry of Health and Medical ServicesMinistry of Health and Medical ServicesMinistry of Health and Medical ServicesMinistry of Health and Medical Services

Infrastructure UnitInfrastructure UnitInfrastructure UnitInfrastructure UnitTHIS DRAWINGS SUPERSEEDS ANY EARLIER DRAWING WITH SAME SHEET NO

COMMENTS

FFFFOOOORRRR TTTTEEEENNNNDDDDEEEERRRRNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION1 : 1001 : 1001 : 1001 : 100

9/09

/201

9 1:4

3:45

PM

0000WAGINAWAGINAWAGINAWAGINA

09/09/201909/09/201909/09/201909/09/2019

IAIAIAIAWWWWDDDD....00001111

AMAMAMAM

PSPSPSPS

GENERAL NOTES IGENERAL NOTES IGENERAL NOTES IGENERAL NOTES IWAGINA HEALTH CENTREWAGINA HEALTH CENTREWAGINA HEALTH CENTREWAGINA HEALTH CENTRE AAAA000066660000

REV DESCRIPTION ISSUED0 For Tender 09/09/2019

M1 REINFORCED MASONRY SHALL COMPLY WITH THE REQUIREMENTS OFM1 REINFORCED MASONRY SHALL COMPLY WITH THE REQUIREMENTS OFM1 REINFORCED MASONRY SHALL COMPLY WITH THE REQUIREMENTS OFM1 REINFORCED MASONRY SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS, UNO:THE FOLLOWING STANDARDS, UNO:THE FOLLOWING STANDARDS, UNO:THE FOLLOWING STANDARDS, UNO:

PNGS 1004PNGS 1004PNGS 1004PNGS 1004----1982 REINFORCED MASONRY STRUCTURES1982 REINFORCED MASONRY STRUCTURES1982 REINFORCED MASONRY STRUCTURES1982 REINFORCED MASONRY STRUCTURES AS 1012 METHODS OF TESTING CONCRETEAS 1012 METHODS OF TESTING CONCRETEAS 1012 METHODS OF TESTING CONCRETEAS 1012 METHODS OF TESTING CONCRETE AS 1302 STEEL REINFORCING BARS FOR CONCRETEAS 1302 STEEL REINFORCING BARS FOR CONCRETEAS 1302 STEEL REINFORCING BARS FOR CONCRETEAS 1302 STEEL REINFORCING BARS FOR CONCRETE AS 3700 MASONRY CODEAS 3700 MASONRY CODEAS 3700 MASONRY CODEAS 3700 MASONRY CODE PNG 1336 CONCRETE MASONRY UNITSPNG 1336 CONCRETE MASONRY UNITSPNG 1336 CONCRETE MASONRY UNITSPNG 1336 CONCRETE MASONRY UNITS

M3 CONCRETE BLOCKS SHALL HAVE A MINIMUM CHARACTERISTIC STRENGTHM3 CONCRETE BLOCKS SHALL HAVE A MINIMUM CHARACTERISTIC STRENGTHM3 CONCRETE BLOCKS SHALL HAVE A MINIMUM CHARACTERISTIC STRENGTHM3 CONCRETE BLOCKS SHALL HAVE A MINIMUM CHARACTERISTIC STRENGTH F'B OF 12 MPa (GRADE 12).F'B OF 12 MPa (GRADE 12).F'B OF 12 MPa (GRADE 12).F'B OF 12 MPa (GRADE 12).

M4 MORTAR USED SHALL HAVE AN AVERAGE 28 DAY COMPRESSIVEM4 MORTAR USED SHALL HAVE AN AVERAGE 28 DAY COMPRESSIVEM4 MORTAR USED SHALL HAVE AN AVERAGE 28 DAY COMPRESSIVEM4 MORTAR USED SHALL HAVE AN AVERAGE 28 DAY COMPRESSIVE STRENGTH OF 11 MPa. MORTAR OF THE FOLLOWING PROPORTIONSSTRENGTH OF 11 MPa. MORTAR OF THE FOLLOWING PROPORTIONSSTRENGTH OF 11 MPa. MORTAR OF THE FOLLOWING PROPORTIONSSTRENGTH OF 11 MPa. MORTAR OF THE FOLLOWING PROPORTIONS SHOULD BE ADEQUATE.SHOULD BE ADEQUATE.SHOULD BE ADEQUATE.SHOULD BE ADEQUATE.

CEMENT 1 PART BY VOLUMECEMENT 1 PART BY VOLUMECEMENT 1 PART BY VOLUMECEMENT 1 PART BY VOLUME LIME 1 PART BY VOLUMELIME 1 PART BY VOLUMELIME 1 PART BY VOLUMELIME 1 PART BY VOLUME FINE AGGREGATE(SAND) 6 PART BY VOLUMEFINE AGGREGATE(SAND) 6 PART BY VOLUMEFINE AGGREGATE(SAND) 6 PART BY VOLUMEFINE AGGREGATE(SAND) 6 PART BY VOLUME

M5 INTERNAL MORTAR FINS ARE TO BE REMOVED DURING PLACEMENT OFM5 INTERNAL MORTAR FINS ARE TO BE REMOVED DURING PLACEMENT OFM5 INTERNAL MORTAR FINS ARE TO BE REMOVED DURING PLACEMENT OFM5 INTERNAL MORTAR FINS ARE TO BE REMOVED DURING PLACEMENT OF ALL BLOCKS WHICH ARE TO BE CORE FILLED.ALL BLOCKS WHICH ARE TO BE CORE FILLED.ALL BLOCKS WHICH ARE TO BE CORE FILLED.ALL BLOCKS WHICH ARE TO BE CORE FILLED.

M6 CLEAN OUT HOLES ARE TO BE PROVIDED AT THE BOTTOM OF ALL CONCRETEM6 CLEAN OUT HOLES ARE TO BE PROVIDED AT THE BOTTOM OF ALL CONCRETEM6 CLEAN OUT HOLES ARE TO BE PROVIDED AT THE BOTTOM OF ALL CONCRETEM6 CLEAN OUT HOLES ARE TO BE PROVIDED AT THE BOTTOM OF ALL CONCRETE BLOCK CORES IN ANY LIFT TO BE GROUTED.BLOCK CORES IN ANY LIFT TO BE GROUTED.BLOCK CORES IN ANY LIFT TO BE GROUTED.BLOCK CORES IN ANY LIFT TO BE GROUTED.

PARTICULAR CARE SHALL BE TAKEN TO ENSURE THAT ALL CORES ARE FREEPARTICULAR CARE SHALL BE TAKEN TO ENSURE THAT ALL CORES ARE FREEPARTICULAR CARE SHALL BE TAKEN TO ENSURE THAT ALL CORES ARE FREEPARTICULAR CARE SHALL BE TAKEN TO ENSURE THAT ALL CORES ARE FREE FROM OBSTRUCTIONS AND THE BOTTOMS OF CORES ARE COMPLETELYFROM OBSTRUCTIONS AND THE BOTTOMS OF CORES ARE COMPLETELYFROM OBSTRUCTIONS AND THE BOTTOMS OF CORES ARE COMPLETELYFROM OBSTRUCTIONS AND THE BOTTOMS OF CORES ARE COMPLETELY CLEANED OF ALL MORTAR FINS, DUST AND DIRT ETC, IMMEDIATELY PRIORCLEANED OF ALL MORTAR FINS, DUST AND DIRT ETC, IMMEDIATELY PRIORCLEANED OF ALL MORTAR FINS, DUST AND DIRT ETC, IMMEDIATELY PRIORCLEANED OF ALL MORTAR FINS, DUST AND DIRT ETC, IMMEDIATELY PRIOR TO COMMENCEMENT OF GROUTING.TO COMMENCEMENT OF GROUTING.TO COMMENCEMENT OF GROUTING.TO COMMENCEMENT OF GROUTING.

M7 CONCRETE INFILL GROUT SHALL HAVE A MINIMUM CHARACTERISTICM7 CONCRETE INFILL GROUT SHALL HAVE A MINIMUM CHARACTERISTICM7 CONCRETE INFILL GROUT SHALL HAVE A MINIMUM CHARACTERISTICM7 CONCRETE INFILL GROUT SHALL HAVE A MINIMUM CHARACTERISTIC STRENGTH F'c OF 15 MPa WITH MAXIMUM 10mm AGGREGATE ANDSTRENGTH F'c OF 15 MPa WITH MAXIMUM 10mm AGGREGATE ANDSTRENGTH F'c OF 15 MPa WITH MAXIMUM 10mm AGGREGATE ANDSTRENGTH F'c OF 15 MPa WITH MAXIMUM 10mm AGGREGATE AND A SLUMP OF 230 ± 30mm. PARTICULAR CARE SHALL BE TAKEN TOA SLUMP OF 230 ± 30mm. PARTICULAR CARE SHALL BE TAKEN TOA SLUMP OF 230 ± 30mm. PARTICULAR CARE SHALL BE TAKEN TOA SLUMP OF 230 ± 30mm. PARTICULAR CARE SHALL BE TAKEN TO ENSURE ALL BLOCK CORES ARE COMPLETELY GROUTED.ENSURE ALL BLOCK CORES ARE COMPLETELY GROUTED.ENSURE ALL BLOCK CORES ARE COMPLETELY GROUTED.ENSURE ALL BLOCK CORES ARE COMPLETELY GROUTED.

M8 GROUTING LIFTS SHALL BE LIMITED TO A MAXIMUM HEIGHT OF 1.2mM8 GROUTING LIFTS SHALL BE LIMITED TO A MAXIMUM HEIGHT OF 1.2mM8 GROUTING LIFTS SHALL BE LIMITED TO A MAXIMUM HEIGHT OF 1.2mM8 GROUTING LIFTS SHALL BE LIMITED TO A MAXIMUM HEIGHT OF 1.2m UNLESS CORE FILLING IS CARRIED OUT BY PUMPING USING A SUITABLEUNLESS CORE FILLING IS CARRIED OUT BY PUMPING USING A SUITABLEUNLESS CORE FILLING IS CARRIED OUT BY PUMPING USING A SUITABLEUNLESS CORE FILLING IS CARRIED OUT BY PUMPING USING A SUITABLE APPROVED PUMP MIX, IN WHICH CASE THE MAXIMUM LIFT SHALL BEAPPROVED PUMP MIX, IN WHICH CASE THE MAXIMUM LIFT SHALL BEAPPROVED PUMP MIX, IN WHICH CASE THE MAXIMUM LIFT SHALL BEAPPROVED PUMP MIX, IN WHICH CASE THE MAXIMUM LIFT SHALL BE

3.0m.3.0m.3.0m.3.0m.M9 INFILL GROUT SHALL BE COMPACTED USING A PENCIL IMMERSIONM9 INFILL GROUT SHALL BE COMPACTED USING A PENCIL IMMERSIONM9 INFILL GROUT SHALL BE COMPACTED USING A PENCIL IMMERSIONM9 INFILL GROUT SHALL BE COMPACTED USING A PENCIL IMMERSION

VIBRATOR OR BY CAREFUL RODDING OF EVERY CORE.VIBRATOR OR BY CAREFUL RODDING OF EVERY CORE.VIBRATOR OR BY CAREFUL RODDING OF EVERY CORE.VIBRATOR OR BY CAREFUL RODDING OF EVERY CORE.

S1 STEELWORK SHALL COMPLY WITH THE REQUIREMENTS OF PNG 1003S1 STEELWORK SHALL COMPLY WITH THE REQUIREMENTS OF PNG 1003S1 STEELWORK SHALL COMPLY WITH THE REQUIREMENTS OF PNG 1003S1 STEELWORK SHALL COMPLY WITH THE REQUIREMENTS OF PNG 1003---- 1983 STEEL STRUCTURES, UNO.1983 STEEL STRUCTURES, UNO.1983 STEEL STRUCTURES, UNO.1983 STEEL STRUCTURES, UNO.

S2 TWO COPIES OF ALL WORKSHOP DRAWINGS SHALL BE SUBMITTED TOS2 TWO COPIES OF ALL WORKSHOP DRAWINGS SHALL BE SUBMITTED TOS2 TWO COPIES OF ALL WORKSHOP DRAWINGS SHALL BE SUBMITTED TOS2 TWO COPIES OF ALL WORKSHOP DRAWINGS SHALL BE SUBMITTED TO THE PRINCIPAL'S REPRESENTATIVE AND APPROVAL OBTAINED IN WRITINGTHE PRINCIPAL'S REPRESENTATIVE AND APPROVAL OBTAINED IN WRITINGTHE PRINCIPAL'S REPRESENTATIVE AND APPROVAL OBTAINED IN WRITINGTHE PRINCIPAL'S REPRESENTATIVE AND APPROVAL OBTAINED IN WRITING BEFORE FABRICATION IS COMMENCED. SUCH APPROVAL DOES NOT INCLUDEBEFORE FABRICATION IS COMMENCED. SUCH APPROVAL DOES NOT INCLUDEBEFORE FABRICATION IS COMMENCED. SUCH APPROVAL DOES NOT INCLUDEBEFORE FABRICATION IS COMMENCED. SUCH APPROVAL DOES NOT INCLUDE CHECKING OF DIMENSIONS.CHECKING OF DIMENSIONS.CHECKING OF DIMENSIONS.CHECKING OF DIMENSIONS.

S3 UNLESS OTHERWISE SPECIFIED ALL STEELWORK SHALL BE PREPARED CLASS 2.5 ANDS3 UNLESS OTHERWISE SPECIFIED ALL STEELWORK SHALL BE PREPARED CLASS 2.5 ANDS3 UNLESS OTHERWISE SPECIFIED ALL STEELWORK SHALL BE PREPARED CLASS 2.5 ANDS3 UNLESS OTHERWISE SPECIFIED ALL STEELWORK SHALL BE PREPARED CLASS 2.5 AND BE PAINTED WITH MIO EPOXY TO A MINIMUM 0.2 MM DFT. SUBJECT TO APPROVAL,BE PAINTED WITH MIO EPOXY TO A MINIMUM 0.2 MM DFT. SUBJECT TO APPROVAL,BE PAINTED WITH MIO EPOXY TO A MINIMUM 0.2 MM DFT. SUBJECT TO APPROVAL,BE PAINTED WITH MIO EPOXY TO A MINIMUM 0.2 MM DFT. SUBJECT TO APPROVAL, STEELWORK MAY BE SUPPLIED WITH A PRIMER COATING, EITHER HD GALVANISINGSTEELWORK MAY BE SUPPLIED WITH A PRIMER COATING, EITHER HD GALVANISINGSTEELWORK MAY BE SUPPLIED WITH A PRIMER COATING, EITHER HD GALVANISINGSTEELWORK MAY BE SUPPLIED WITH A PRIMER COATING, EITHER HD GALVANISING

S8 ALL BOLTS SHALL BE IN 2mm CLEARANCE HOLES, UNO.S8 ALL BOLTS SHALL BE IN 2mm CLEARANCE HOLES, UNO.S8 ALL BOLTS SHALL BE IN 2mm CLEARANCE HOLES, UNO.S8 ALL BOLTS SHALL BE IN 2mm CLEARANCE HOLES, UNO.

S9 WELDS SHALL BE 6mm CONTINUOUS FILLET WELDS OR THE MINIMUMS9 WELDS SHALL BE 6mm CONTINUOUS FILLET WELDS OR THE MINIMUMS9 WELDS SHALL BE 6mm CONTINUOUS FILLET WELDS OR THE MINIMUMS9 WELDS SHALL BE 6mm CONTINUOUS FILLET WELDS OR THE MINIMUM THICKNESS OF THE MEMBERS CONNECTED WHERE LESS THAN 6mmTHICKNESS OF THE MEMBERS CONNECTED WHERE LESS THAN 6mmTHICKNESS OF THE MEMBERS CONNECTED WHERE LESS THAN 6mmTHICKNESS OF THE MEMBERS CONNECTED WHERE LESS THAN 6mm THICK, UNO.THICK, UNO.THICK, UNO.THICK, UNO.

S10 ALL WELDING BOTH SHOP AND FIELD SHALL BE UNDERTAKEN BY AS10 ALL WELDING BOTH SHOP AND FIELD SHALL BE UNDERTAKEN BY AS10 ALL WELDING BOTH SHOP AND FIELD SHALL BE UNDERTAKEN BY AS10 ALL WELDING BOTH SHOP AND FIELD SHALL BE UNDERTAKEN BY A QUALIFIED WELDER AND SHALL COMPLY WITH AS PNG 1016.QUALIFIED WELDER AND SHALL COMPLY WITH AS PNG 1016.QUALIFIED WELDER AND SHALL COMPLY WITH AS PNG 1016.QUALIFIED WELDER AND SHALL COMPLY WITH AS PNG 1016.

S12 ELECTRODES SHALL BE GRADE E41 COMPLYING WITH AS PNGS 1016.S12 ELECTRODES SHALL BE GRADE E41 COMPLYING WITH AS PNGS 1016.S12 ELECTRODES SHALL BE GRADE E41 COMPLYING WITH AS PNGS 1016.S12 ELECTRODES SHALL BE GRADE E41 COMPLYING WITH AS PNGS 1016.

S13 THE CONTRACTOR SHALL PROVIDE ALL CLEATS AND DRILL ALL HOLES FORS13 THE CONTRACTOR SHALL PROVIDE ALL CLEATS AND DRILL ALL HOLES FORS13 THE CONTRACTOR SHALL PROVIDE ALL CLEATS AND DRILL ALL HOLES FORS13 THE CONTRACTOR SHALL PROVIDE ALL CLEATS AND DRILL ALL HOLES FOR FIXING TIMBER JOINERY AND FITTINGS WHETHER OR NOT DETAILED ONFIXING TIMBER JOINERY AND FITTINGS WHETHER OR NOT DETAILED ONFIXING TIMBER JOINERY AND FITTINGS WHETHER OR NOT DETAILED ONFIXING TIMBER JOINERY AND FITTINGS WHETHER OR NOT DETAILED ON THE DRAWINGS.THE DRAWINGS.THE DRAWINGS.THE DRAWINGS.

S14 WHERE CALLED FOR HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCES14 WHERE CALLED FOR HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCES14 WHERE CALLED FOR HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCES14 WHERE CALLED FOR HIGH STRENGTH BOLTING SHALL BE IN ACCORDANCE WITH AS 4100. BOLTS AND NUTS SHALL BE KEPT CLEAN AND OILEDWITH AS 4100. BOLTS AND NUTS SHALL BE KEPT CLEAN AND OILEDWITH AS 4100. BOLTS AND NUTS SHALL BE KEPT CLEAN AND OILEDWITH AS 4100. BOLTS AND NUTS SHALL BE KEPT CLEAN AND OILED UNTIL TENSIONED USING APPROVED LOAD INDICATING WASHERS.UNTIL TENSIONED USING APPROVED LOAD INDICATING WASHERS.UNTIL TENSIONED USING APPROVED LOAD INDICATING WASHERS.UNTIL TENSIONED USING APPROVED LOAD INDICATING WASHERS.

T1 ALL TIMBER USED IN THIS CONTRACT SHALL BE OBTAINED FROM ANT1 ALL TIMBER USED IN THIS CONTRACT SHALL BE OBTAINED FROM ANT1 ALL TIMBER USED IN THIS CONTRACT SHALL BE OBTAINED FROM ANT1 ALL TIMBER USED IN THIS CONTRACT SHALL BE OBTAINED FROM AN APPROVED SOURCEAPPROVED SOURCEAPPROVED SOURCEAPPROVED SOURCE

T2 ALL STRUCTURAL TIMBERS SHALL BE HARDWOOD SPECIES OF STRENGTHT2 ALL STRUCTURAL TIMBERS SHALL BE HARDWOOD SPECIES OF STRENGTHT2 ALL STRUCTURAL TIMBERS SHALL BE HARDWOOD SPECIES OF STRENGTHT2 ALL STRUCTURAL TIMBERS SHALL BE HARDWOOD SPECIES OF STRENGTH GROUP S4 OR BETTER AND STRESS GRADE F18 MINIMUM IN THEGROUP S4 OR BETTER AND STRESS GRADE F18 MINIMUM IN THEGROUP S4 OR BETTER AND STRESS GRADE F18 MINIMUM IN THEGROUP S4 OR BETTER AND STRESS GRADE F18 MINIMUM IN THE UNSEASONED CONDITION. THE MOISTURE CONTENT OF ANY TIMBERUNSEASONED CONDITION. THE MOISTURE CONTENT OF ANY TIMBERUNSEASONED CONDITION. THE MOISTURE CONTENT OF ANY TIMBERUNSEASONED CONDITION. THE MOISTURE CONTENT OF ANY TIMBER SPECIFIED ON THE DRAWING AS 'SEASONED' SHALL NOT EXCEEDSPECIFIED ON THE DRAWING AS 'SEASONED' SHALL NOT EXCEEDSPECIFIED ON THE DRAWING AS 'SEASONED' SHALL NOT EXCEEDSPECIFIED ON THE DRAWING AS 'SEASONED' SHALL NOT EXCEED 15%.15%.15%.15%.

T3 ALL TIMBER CONSTRUCTION SHALL BE VITEX HARDWOODT3 ALL TIMBER CONSTRUCTION SHALL BE VITEX HARDWOODT3 ALL TIMBER CONSTRUCTION SHALL BE VITEX HARDWOODT3 ALL TIMBER CONSTRUCTION SHALL BE VITEX HARDWOOD

REFER TO NOTES ON THE ACTUAL BUILDING WORKS DRAWINGSREFER TO NOTES ON THE ACTUAL BUILDING WORKS DRAWINGSREFER TO NOTES ON THE ACTUAL BUILDING WORKS DRAWINGSREFER TO NOTES ON THE ACTUAL BUILDING WORKS DRAWINGSCONSTRUCTION FOR NOTES ON LIHIRIAN CORONOUS BRICK CONSTRUCTIONCONSTRUCTION FOR NOTES ON LIHIRIAN CORONOUS BRICK CONSTRUCTIONCONSTRUCTION FOR NOTES ON LIHIRIAN CORONOUS BRICK CONSTRUCTIONCONSTRUCTION FOR NOTES ON LIHIRIAN CORONOUS BRICK CONSTRUCTION

M2 THE FOLLOWING NOTES APPLY SPECIFICALLY TO CONCRETE BLOCKM2 THE FOLLOWING NOTES APPLY SPECIFICALLY TO CONCRETE BLOCKM2 THE FOLLOWING NOTES APPLY SPECIFICALLY TO CONCRETE BLOCKM2 THE FOLLOWING NOTES APPLY SPECIFICALLY TO CONCRETE BLOCK

REINFORCED MASONRYREINFORCED MASONRYREINFORCED MASONRYREINFORCED MASONRY

STEELWORKSTEELWORKSTEELWORKSTEELWORK

STRUCTURAL TIMBERSTRUCTURAL TIMBERSTRUCTURAL TIMBERSTRUCTURAL TIMBER

KEY/MARKKEY/MARKKEY/MARKKEY/MARK

KEY/MARK NAMING SAMPLESKEY/MARK NAMING SAMPLESKEY/MARK NAMING SAMPLESKEY/MARK NAMING SAMPLES

MEANINGMEANINGMEANINGMEANING

LVR 4BL 700W

WINDOW No 6 LOUVRE TYPE SUCH AS "BREEZEWAY", WINDOW No 6 LOUVRE TYPE SUCH AS "BREEZEWAY", WINDOW No 6 LOUVRE TYPE SUCH AS "BREEZEWAY", WINDOW No 6 LOUVRE TYPE SUCH AS "BREEZEWAY", FOUR BLADES HIGH 700mm WIDTH FOUR BLADES HIGH 700mm WIDTH FOUR BLADES HIGH 700mm WIDTH FOUR BLADES HIGH 700mm WIDTH

EXTERNAL DOOR No. 19, 920mm WIDE WITH WIDE EXTERNAL DOOR No. 19, 920mm WIDE WITH WIDE EXTERNAL DOOR No. 19, 920mm WIDE WITH WIDE EXTERNAL DOOR No. 19, 920mm WIDE WITH WIDE VISUAL PANEL.VISUAL PANEL.VISUAL PANEL.VISUAL PANEL.

WINDOW No 41 SLIDDING TYPE WITH ALUMINIUM FRAME, WINDOW No 41 SLIDDING TYPE WITH ALUMINIUM FRAME, WINDOW No 41 SLIDDING TYPE WITH ALUMINIUM FRAME, WINDOW No 41 SLIDDING TYPE WITH ALUMINIUM FRAME, 4 BLADES "BREEZEWAY" LOUVRE STANDARD HEIGHT, 4 BLADES "BREEZEWAY" LOUVRE STANDARD HEIGHT, 4 BLADES "BREEZEWAY" LOUVRE STANDARD HEIGHT, 4 BLADES "BREEZEWAY" LOUVRE STANDARD HEIGHT, 1500mm WIDTH.1500mm WIDTH.1500mm WIDTH.1500mm WIDTH.

1400mm HIGH1400mm HIGH1400mm HIGH1400mm HIGH1400h1400h1400h1400h

700mm WIDE700mm WIDE700mm WIDE700mm WIDE700w700w700w700w

S4 ALL FIXINGS AND FITTINGS TO BE CAST INTO CONCRETE OR BLOCKWORKS4 ALL FIXINGS AND FITTINGS TO BE CAST INTO CONCRETE OR BLOCKWORKS4 ALL FIXINGS AND FITTINGS TO BE CAST INTO CONCRETE OR BLOCKWORKS4 ALL FIXINGS AND FITTINGS TO BE CAST INTO CONCRETE OR BLOCKWORK ARE TO BE HOT DIP GALVANISED, UNO.ARE TO BE HOT DIP GALVANISED, UNO.ARE TO BE HOT DIP GALVANISED, UNO.ARE TO BE HOT DIP GALVANISED, UNO.

S5 PARTS OF THE STRUCTURE WHICH MIGHT COLLECT WATER DURINGS5 PARTS OF THE STRUCTURE WHICH MIGHT COLLECT WATER DURINGS5 PARTS OF THE STRUCTURE WHICH MIGHT COLLECT WATER DURINGS5 PARTS OF THE STRUCTURE WHICH MIGHT COLLECT WATER DURING CONSTRUCTION SHALL HAVE DRAINAGE HOLES IN LOCATIONS APPROVEDCONSTRUCTION SHALL HAVE DRAINAGE HOLES IN LOCATIONS APPROVEDCONSTRUCTION SHALL HAVE DRAINAGE HOLES IN LOCATIONS APPROVEDCONSTRUCTION SHALL HAVE DRAINAGE HOLES IN LOCATIONS APPROVED BY THEBY THEBY THEBY THE

S6 STEEL SHALL BE GRADE 250, UNO.S6 STEEL SHALL BE GRADE 250, UNO.S6 STEEL SHALL BE GRADE 250, UNO.S6 STEEL SHALL BE GRADE 250, UNO.

S7 UNLESS SPECIFIED OTHERWISE ALL BOLTS SHALL BE HOT DIPS7 UNLESS SPECIFIED OTHERWISE ALL BOLTS SHALL BE HOT DIPS7 UNLESS SPECIFIED OTHERWISE ALL BOLTS SHALL BE HOT DIPS7 UNLESS SPECIFIED OTHERWISE ALL BOLTS SHALL BE HOT DIP GALVANISED COMMERCIAL BOLTS GRADE 4.6 (TO PNGS 1058GALVANISED COMMERCIAL BOLTS GRADE 4.6 (TO PNGS 1058GALVANISED COMMERCIAL BOLTS GRADE 4.6 (TO PNGS 1058GALVANISED COMMERCIAL BOLTS GRADE 4.6 (TO PNGS 1058----1989), UNO,1989), UNO,1989), UNO,1989), UNO, SNUG TIGHTENED AND ALL CLEATS AND GUSSETS 8mm PLATE.SNUG TIGHTENED AND ALL CLEATS AND GUSSETS 8mm PLATE.SNUG TIGHTENED AND ALL CLEATS AND GUSSETS 8mm PLATE.SNUG TIGHTENED AND ALL CLEATS AND GUSSETS 8mm PLATE.

PRINCIPAL'S REPRESENTATIVEPRINCIPAL'S REPRESENTATIVEPRINCIPAL'S REPRESENTATIVEPRINCIPAL'S REPRESENTATIVE

PLUMBINGPLUMBINGPLUMBINGPLUMBINGSEWERAGESEWERAGESEWERAGESEWERAGEP1P1P1P1 SEWERAGE INSTALLATION TO COMPLY WITH AS/NZ 3500.SEWERAGE INSTALLATION TO COMPLY WITH AS/NZ 3500.SEWERAGE INSTALLATION TO COMPLY WITH AS/NZ 3500.SEWERAGE INSTALLATION TO COMPLY WITH AS/NZ 3500.P2P2P2P2 THE SEWERAGE SYSTEM SHOULD BE BUILT TO COLLECT ALL WASTEWATER THE SEWERAGE SYSTEM SHOULD BE BUILT TO COLLECT ALL WASTEWATER THE SEWERAGE SYSTEM SHOULD BE BUILT TO COLLECT ALL WASTEWATER THE SEWERAGE SYSTEM SHOULD BE BUILT TO COLLECT ALL WASTEWATER GENERATEDGENERATEDGENERATEDGENERATED

WITHIN THE SITE AND TO CONVEY IT TO A SEWAGE TREATMENT WORKS FOR TREATMENT WITHIN THE SITE AND TO CONVEY IT TO A SEWAGE TREATMENT WORKS FOR TREATMENT WITHIN THE SITE AND TO CONVEY IT TO A SEWAGE TREATMENT WORKS FOR TREATMENT WITHIN THE SITE AND TO CONVEY IT TO A SEWAGE TREATMENT WORKS FOR TREATMENT OR TO THE LOCAL AUTHORITY SEWAGE DISCHARGE FACILITY.OR TO THE LOCAL AUTHORITY SEWAGE DISCHARGE FACILITY.OR TO THE LOCAL AUTHORITY SEWAGE DISCHARGE FACILITY.OR TO THE LOCAL AUTHORITY SEWAGE DISCHARGE FACILITY.

P3P3P3P3 MINIMUM VELOCITY SHOULD BE AT LEAST 0.7m/s WITH A GRADIENT OF 1:DN (NOMINALMINIMUM VELOCITY SHOULD BE AT LEAST 0.7m/s WITH A GRADIENT OF 1:DN (NOMINALMINIMUM VELOCITY SHOULD BE AT LEAST 0.7m/s WITH A GRADIENT OF 1:DN (NOMINALMINIMUM VELOCITY SHOULD BE AT LEAST 0.7m/s WITH A GRADIENT OF 1:DN (NOMINALDIAMETER OF SEWER).DIAMETER OF SEWER).DIAMETER OF SEWER).DIAMETER OF SEWER).

P4P4P4P4 THE MAXIMUM VELOCITY AT PEAK FLOW SHALL BE LIMITED TO 3 M/S BUT THIS THE MAXIMUM VELOCITY AT PEAK FLOW SHALL BE LIMITED TO 3 M/S BUT THIS THE MAXIMUM VELOCITY AT PEAK FLOW SHALL BE LIMITED TO 3 M/S BUT THIS THE MAXIMUM VELOCITY AT PEAK FLOW SHALL BE LIMITED TO 3 M/S BUT THIS CAN BE CAN BE CAN BE CAN BE RELAXED TO 6 M/S PROVIDED THAT: RELAXED TO 6 M/S PROVIDED THAT: RELAXED TO 6 M/S PROVIDED THAT: RELAXED TO 6 M/S PROVIDED THAT:

A)A)A)A) A CONTINUOUS, SMOOTH, DURABLE, AND ABRASION RESISTANT PIPEA CONTINUOUS, SMOOTH, DURABLE, AND ABRASION RESISTANT PIPEA CONTINUOUS, SMOOTH, DURABLE, AND ABRASION RESISTANT PIPEA CONTINUOUS, SMOOTH, DURABLE, AND ABRASION RESISTANT PIPE(E.G. DUCTILE IRON) OR INTERNAL LINING IS CHOSEN; AND(E.G. DUCTILE IRON) OR INTERNAL LINING IS CHOSEN; AND(E.G. DUCTILE IRON) OR INTERNAL LINING IS CHOSEN; AND(E.G. DUCTILE IRON) OR INTERNAL LINING IS CHOSEN; AND

B)B)B)B) ALL JUNCTIONS, BENDS, MANHOLES OR OTHER APPURTENANCES AREALL JUNCTIONS, BENDS, MANHOLES OR OTHER APPURTENANCES AREALL JUNCTIONS, BENDS, MANHOLES OR OTHER APPURTENANCES AREALL JUNCTIONS, BENDS, MANHOLES OR OTHER APPURTENANCES AREDESIGNED WITH APPROPRIATE EROSION PROTECTION MEASURES.DESIGNED WITH APPROPRIATE EROSION PROTECTION MEASURES.DESIGNED WITH APPROPRIATE EROSION PROTECTION MEASURES.DESIGNED WITH APPROPRIATE EROSION PROTECTION MEASURES.

P5P5P5P5 MANHOLES SHOULD BE PROVIDED AT : MANHOLES SHOULD BE PROVIDED AT : MANHOLES SHOULD BE PROVIDED AT : MANHOLES SHOULD BE PROVIDED AT : A)A)A)A) INTERSECTION OF SEWERS;INTERSECTION OF SEWERS;INTERSECTION OF SEWERS;INTERSECTION OF SEWERS;B)B)B)B) JUNCTION BETWEEN DIFFERENT SIZE/GRADIENT OF SEWERS;JUNCTION BETWEEN DIFFERENT SIZE/GRADIENT OF SEWERS;JUNCTION BETWEEN DIFFERENT SIZE/GRADIENT OF SEWERS;JUNCTION BETWEEN DIFFERENT SIZE/GRADIENT OF SEWERS;C)C)C)C) LOCATION WHERE THE SEWER CHANGES DIRECTION; ANDLOCATION WHERE THE SEWER CHANGES DIRECTION; ANDLOCATION WHERE THE SEWER CHANGES DIRECTION; ANDLOCATION WHERE THE SEWER CHANGES DIRECTION; ANDD)D)D)D) ON LONG STRAIGHT LENGTHS AT least at 60mON LONG STRAIGHT LENGTHS AT least at 60mON LONG STRAIGHT LENGTHS AT least at 60mON LONG STRAIGHT LENGTHS AT least at 60m

REFER TO W.49 HYDRAULIC SERVICESREFER TO W.49 HYDRAULIC SERVICESREFER TO W.49 HYDRAULIC SERVICESREFER TO W.49 HYDRAULIC SERVICES

S11 WELDS MUST BE CLEAN, TREATED AND PAINTED FINISH WITH COLD S11 WELDS MUST BE CLEAN, TREATED AND PAINTED FINISH WITH COLD S11 WELDS MUST BE CLEAN, TREATED AND PAINTED FINISH WITH COLD S11 WELDS MUST BE CLEAN, TREATED AND PAINTED FINISH WITH COLD GALVANIZED PAINT WITHIN 2hr OF WELDINGGALVANIZED PAINT WITHIN 2hr OF WELDINGGALVANIZED PAINT WITHIN 2hr OF WELDINGGALVANIZED PAINT WITHIN 2hr OF WELDING

D.19D.19D.19D.19E920-WP

INTERNAL DOOR No. 12, 1070mm WIDE WITH INTERNAL DOOR No. 12, 1070mm WIDE WITH INTERNAL DOOR No. 12, 1070mm WIDE WITH INTERNAL DOOR No. 12, 1070mm WIDE WITH VENTILATION GRILL.VENTILATION GRILL.VENTILATION GRILL.VENTILATION GRILL.

D.12D.12D.12D.121070-V

INTERNAL DOOR No. 2, 920mm WIDE WITH SMALL INTERNAL DOOR No. 2, 920mm WIDE WITH SMALL INTERNAL DOOR No. 2, 920mm WIDE WITH SMALL INTERNAL DOOR No. 2, 920mm WIDE WITH SMALL SIZE OF 1400h.SIZE OF 1400h.SIZE OF 1400h.SIZE OF 1400h.

D.02D.02D.02D.02920-S

W.06W.06W.06W.06

LVR 4BL 1070DW

WINDOW No 12 LOUVRE TYPE SUCH AS "BREEZEWAY" WINDOW No 12 LOUVRE TYPE SUCH AS "BREEZEWAY" WINDOW No 12 LOUVRE TYPE SUCH AS "BREEZEWAY" WINDOW No 12 LOUVRE TYPE SUCH AS "BREEZEWAY" FOUR BLADES HIGH 1070mm DOOR WIDTH FOUR BLADES HIGH 1070mm DOOR WIDTH FOUR BLADES HIGH 1070mm DOOR WIDTH FOUR BLADES HIGH 1070mm DOOR WIDTH

W.12W.12W.12W.12

SLD 4BL 1070DW

W.41W.41W.41W.41

SCHEDULE OF COLOURSSCHEDULE OF COLOURSSCHEDULE OF COLOURSSCHEDULE OF COLOURSCOLOURCOLOURCOLOURCOLOURELEMENTELEMENTELEMENTELEMENT

EXTERNAL WALL CLADDING LIGHT (UPPER)EXTERNAL WALL CLADDING LIGHT (UPPER)EXTERNAL WALL CLADDING LIGHT (UPPER)EXTERNAL WALL CLADDING LIGHT (UPPER) COLOURBOND COLOURBOND COLOURBOND COLOURBOND LYSAGHT SURFMISTLYSAGHT SURFMISTLYSAGHT SURFMISTLYSAGHT SURFMISTEXTERNAL WALL CLADDING DARK (LOWER) EXTERNAL WALL CLADDING DARK (LOWER) EXTERNAL WALL CLADDING DARK (LOWER) EXTERNAL WALL CLADDING DARK (LOWER) COLOURBOND COLOURBOND COLOURBOND COLOURBOND LYSAGHT DEEP OCEANLYSAGHT DEEP OCEANLYSAGHT DEEP OCEANLYSAGHT DEEP OCEANROOF SHEET, GUTTER & FLASHINGSROOF SHEET, GUTTER & FLASHINGSROOF SHEET, GUTTER & FLASHINGSROOF SHEET, GUTTER & FLASHINGS COLOURBOND COLOURBOND COLOURBOND COLOURBOND LYSAGHT SURFMISTLYSAGHT SURFMISTLYSAGHT SURFMISTLYSAGHT SURFMISTFASCIA/BARGESFASCIA/BARGESFASCIA/BARGESFASCIA/BARGES DULUX OIL BASE ENAMELDULUX OIL BASE ENAMELDULUX OIL BASE ENAMELDULUX OIL BASE ENAMEL SURFMISTSURFMISTSURFMISTSURFMISTCOLUMNS, BRACING RODS AND EXPOSED RAFTERSCOLUMNS, BRACING RODS AND EXPOSED RAFTERSCOLUMNS, BRACING RODS AND EXPOSED RAFTERSCOLUMNS, BRACING RODS AND EXPOSED RAFTERS DULUX OIL BASE SATINDULUX OIL BASE SATINDULUX OIL BASE SATINDULUX OIL BASE SATIN MANOR REDMANOR REDMANOR REDMANOR REDINTERNAL LININGS (GENERALLY)INTERNAL LININGS (GENERALLY)INTERNAL LININGS (GENERALLY)INTERNAL LININGS (GENERALLY) DULUX LOW SHEEN ACRDULUX LOW SHEEN ACRDULUX LOW SHEEN ACRDULUX LOW SHEEN ACR LEXICON HALFLEXICON HALFLEXICON HALFLEXICON HALFINTERNAL LININGS (FLOOR TO U/N HWR/WWR)INTERNAL LININGS (FLOOR TO U/N HWR/WWR)INTERNAL LININGS (FLOOR TO U/N HWR/WWR)INTERNAL LININGS (FLOOR TO U/N HWR/WWR) DULUX LOW SHEEN ACRDULUX LOW SHEEN ACRDULUX LOW SHEEN ACRDULUX LOW SHEEN ACR PALE TENDRIL HALFPALE TENDRIL HALFPALE TENDRIL HALFPALE TENDRIL HALFDOORSDOORSDOORSDOORS DULUX OIL BASED SATINDULUX OIL BASED SATINDULUX OIL BASED SATINDULUX OIL BASED SATIN PPPPAAAALLLLEEEE TTTTEEEENNNNDDDDRRRRIIIILLLL QQQQUUUUAAAARRRRTTTTEEEERRRRARCHITRAVES, INTERNAL TRIMS AND FRAMINGARCHITRAVES, INTERNAL TRIMS AND FRAMINGARCHITRAVES, INTERNAL TRIMS AND FRAMINGARCHITRAVES, INTERNAL TRIMS AND FRAMING DULUX OIL BASED SATINDULUX OIL BASED SATINDULUX OIL BASED SATINDULUX OIL BASED SATIN PALE TENDRILPALE TENDRILPALE TENDRILPALE TENDRILPOLISH COAT FOR EXPOSED TIMBERPOLISH COAT FOR EXPOSED TIMBERPOLISH COAT FOR EXPOSED TIMBERPOLISH COAT FOR EXPOSED TIMBER ONLY WATTIL CLEAR STIPOLONLY WATTIL CLEAR STIPOLONLY WATTIL CLEAR STIPOLONLY WATTIL CLEAR STIPOL 55550000%%%%MMMMAAAATTTTTTTT ++++ 55550000%%%% SSSSAAAATTTTIIIINNNN

FINISHFINISHFINISHFINISH

SCALE

DRWN

DSGNDSHEET TITLE

APRVD

SHEET No

PROJECT

CHKD

ISSUE REV

LOCATION

JOB REF

SIGNEDMinistry of Health and Medical ServicesMinistry of Health and Medical ServicesMinistry of Health and Medical ServicesMinistry of Health and Medical Services

Infrastructure UnitInfrastructure UnitInfrastructure UnitInfrastructure UnitTHIS DRAWINGS SUPERSEEDS ANY EARLIER DRAWING WITH SAME SHEET NO

COMMENTS

FFFFOOOORRRR TTTTEEEENNNNDDDDEEEERRRRNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION1 : 1001 : 1001 : 1001 : 100

9/09

/201

9 1:4

3:45

PM

0000WAGINAWAGINAWAGINAWAGINA

09/09/201909/09/201909/09/201909/09/2019

IAIAIAIAWWWWDDDD....00002222

AMAMAMAM

PSPSPSPS

GENERAL NOTES IIGENERAL NOTES IIGENERAL NOTES IIGENERAL NOTES IIWAGINA HEALTH CENTREWAGINA HEALTH CENTREWAGINA HEALTH CENTREWAGINA HEALTH CENTRE AAAA000066660000

KEY MARKING MAIN INDEXKEY MARKING MAIN INDEXKEY MARKING MAIN INDEXKEY MARKING MAIN INDEX

ADRADRADRADR DOUBLE RAIL AS PER AS 1428DOUBLE RAIL AS PER AS 1428DOUBLE RAIL AS PER AS 1428DOUBLE RAIL AS PER AS 1428BBBB BASINBASINBASINBASINBABABABA BASIN IN ACCESSIBLE ABLBASIN IN ACCESSIBLE ABLBASIN IN ACCESSIBLE ABLBASIN IN ACCESSIBLE ABLBDSBDSBDSBDS BACKDRAUGHT VENT SHUTTER BACKDRAUGHT VENT SHUTTER BACKDRAUGHT VENT SHUTTER BACKDRAUGHT VENT SHUTTER BLBLBLBL BLADESBLADESBLADESBLADESBMBMBMBM BASIN MEDIUM SIZEBASIN MEDIUM SIZEBASIN MEDIUM SIZEBASIN MEDIUM SIZEBSBSBSBS BASIN SMALL SIZEBASIN SMALL SIZEBASIN SMALL SIZEBASIN SMALL SIZEBSTBSTBSTBST SS BENCH WITH TUBSS BENCH WITH TUBSS BENCH WITH TUBSS BENCH WITH TUBBWKBWKBWKBWK BLOCKWORKBLOCKWORKBLOCKWORKBLOCKWORKCACCACCACCAC CONCEALED ALUM. CASEMENTCONCEALED ALUM. CASEMENTCONCEALED ALUM. CASEMENTCONCEALED ALUM. CASEMENTCHCHCHCH CLOTHES HOOKCLOTHES HOOKCLOTHES HOOKCLOTHES HOOKCICICICI CORRUGATED IRONCORRUGATED IRONCORRUGATED IRONCORRUGATED IRONCLSCLSCLSCLS CLEANERS SINKCLEANERS SINKCLEANERS SINKCLEANERS SINKCPBCPBCPBCPB CABINET/CUPBOARDCABINET/CUPBOARDCABINET/CUPBOARDCABINET/CUPBOARDCGCGCGCG CLEAR GLASSCLEAR GLASSCLEAR GLASSCLEAR GLASSCDCDCDCD CONSULTATION DESKCONSULTATION DESKCONSULTATION DESKCONSULTATION DESKCJCJCJCJ CONTROL JOINTCONTROL JOINTCONTROL JOINTCONTROL JOINTCOCOCOCO CORNICECORNICECORNICECORNICECSCSCSCS ALUM CORNER STRIPALUM CORNER STRIPALUM CORNER STRIPALUM CORNER STRIPCTCTCTCT CERAMIC TILESCERAMIC TILESCERAMIC TILESCERAMIC TILESCVCVCVCV CEILING VENTILATIONCEILING VENTILATIONCEILING VENTILATIONCEILING VENTILATIONCWVCWVCWVCWV COVED VINYL (WELDED)COVED VINYL (WELDED)COVED VINYL (WELDED)COVED VINYL (WELDED)DADADADA DOUBLE ACTION DOORDOUBLE ACTION DOORDOUBLE ACTION DOORDOUBLE ACTION DOORDRDRDRDR DISABLE ACCESS RAILINGDISABLE ACCESS RAILINGDISABLE ACCESS RAILINGDISABLE ACCESS RAILINGDSDSDSDS SS DOOR STOPSS DOOR STOPSS DOOR STOPSS DOOR STOPDPDPDPDP RAIN WATER DOWNPIPERAIN WATER DOWNPIPERAIN WATER DOWNPIPERAIN WATER DOWNPIPEDWRDWRDWRDWR CABINET DRAWCABINET DRAWCABINET DRAWCABINET DRAWDWVDWVDWVDWV DRAIN WAST VENTDRAIN WAST VENTDRAIN WAST VENTDRAIN WAST VENTEJEJEJEJ EXPRESSED JOINTINGEXPRESSED JOINTINGEXPRESSED JOINTINGEXPRESSED JOINTINGEXJEXJEXJEXJ EXPANSION JOINTEXPANSION JOINTEXPANSION JOINTEXPANSION JOINTEFEFEFEF ELECTRIC FANELECTRIC FANELECTRIC FANELECTRIC FANEPFEPFEPFEPF EPOXY PAINT FINISHEPOXY PAINT FINISHEPOXY PAINT FINISHEPOXY PAINT FINISHFCFCFCFC FIBROCEMENT BOARDFIBROCEMENT BOARDFIBROCEMENT BOARDFIBROCEMENT BOARDFEFEFEFE FIRE EXTINGUISHERFIRE EXTINGUISHERFIRE EXTINGUISHERFIRE EXTINGUISHERFHFHFHFH FIRE HOSEFIRE HOSEFIRE HOSEFIRE HOSEFHYFHYFHYFHY FIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFIRE HYDRANTFHWFHWFHWFHW FULL HEIGH WALL (TO CEILING)FULL HEIGH WALL (TO CEILING)FULL HEIGH WALL (TO CEILING)FULL HEIGH WALL (TO CEILING)FGFGFGFG FIX GLASSFIX GLASSFIX GLASSFIX GLASSFJFJFJFJ FLUSH JOINTEDFLUSH JOINTEDFLUSH JOINTEDFLUSH JOINTED

FLFLFLFL FLOOR LEVELFLOOR LEVELFLOOR LEVELFLOOR LEVELFTCFTCFTCFTC FLAT CEILINGFLAT CEILINGFLAT CEILINGFLAT CEILINGFWFWFWFW FLOOR WASTEFLOOR WASTEFLOOR WASTEFLOOR WASTEFWDFWDFWDFWD FW FOR DENTAL EQUIPMENTFW FOR DENTAL EQUIPMENTFW FOR DENTAL EQUIPMENTFW FOR DENTAL EQUIPMENTGHHGHHGHHGHH GALV HOSE HOLDER (WM)GALV HOSE HOLDER (WM)GALV HOSE HOLDER (WM)GALV HOSE HOLDER (WM)GSGSGSGS GALV GRILLED RC SUMPGALV GRILLED RC SUMPGALV GRILLED RC SUMPGALV GRILLED RC SUMPGRGRGRGR GRUB RAILINGGRUB RAILINGGRUB RAILINGGRUB RAILINGHRHRHRHR HAND RAILHAND RAILHAND RAILHAND RAILHWHWHWHW HOT WATERHOT WATERHOT WATERHOT WATERHWDHWDHWDHWD HARDWOOD (F12 MIN)HARDWOOD (F12 MIN)HARDWOOD (F12 MIN)HARDWOOD (F12 MIN)HWRHWRHWRHWR HOSPITAL WALL RAILINGHOSPITAL WALL RAILINGHOSPITAL WALL RAILINGHOSPITAL WALL RAILINGHWRPHWRPHWRPHWRP HOT WATER RETUN PUMPHOT WATER RETUN PUMPHOT WATER RETUN PUMPHOT WATER RETUN PUMPHWUHWUHWUHWU HOT WATER UNITHOT WATER UNITHOT WATER UNITHOT WATER UNITIARIARIARIAR INTAKE AIR REGISTERINTAKE AIR REGISTERINTAKE AIR REGISTERINTAKE AIR REGISTERICICICIC INSPECTION CHAMBERINSPECTION CHAMBERINSPECTION CHAMBERINSPECTION CHAMBERIORIORIORIOR INSPECTION OP REGISTERINSPECTION OP REGISTERINSPECTION OP REGISTERINSPECTION OP REGISTERIVIVIVIV ISOLATION VALVEISOLATION VALVEISOLATION VALVEISOLATION VALVEKBTKBTKBTKBT KITCHEN BENCHTOPKITCHEN BENCHTOPKITCHEN BENCHTOPKITCHEN BENCHTOPLEDLEDLEDLED LIGHT EMITTING DIODE TYPELIGHT EMITTING DIODE TYPELIGHT EMITTING DIODE TYPELIGHT EMITTING DIODE TYPELBLBLBLB BASIN LARGE SIZEBASIN LARGE SIZEBASIN LARGE SIZEBASIN LARGE SIZELHTLHTLHTLHT HOSE TAPHOSE TAPHOSE TAPHOSE TAPLTLTLTLT LAUNDRY TUBLAUNDRY TUBLAUNDRY TUBLAUNDRY TUBLVRLVRLVRLVR LOUVRE BLADESLOUVRE BLADESLOUVRE BLADESLOUVRE BLADESMMMM MIRRORMIRRORMIRRORMIRRORMFMFMFMF MELAMINED FINISHMELAMINED FINISHMELAMINED FINISHMELAMINED FINISHMGMGMGMG MARINE GRADEMARINE GRADEMARINE GRADEMARINE GRADEMSMSMSMS MILD STEELMILD STEELMILD STEELMILD STEELMSBMSBMSBMSB MAIN SWITCHBOARDMAIN SWITCHBOARDMAIN SWITCHBOARDMAIN SWITCHBOARDOGOGOGOG OBSCURE GLASSOBSCURE GLASSOBSCURE GLASSOBSCURE GLASSORGORGORGORG OVERFLOW RELIEF GULLEYOVERFLOW RELIEF GULLEYOVERFLOW RELIEF GULLEYOVERFLOW RELIEF GULLEYPPPP PUMPPUMPPUMPPUMPPC PC PC PC PITCHED CEILINGPITCHED CEILINGPITCHED CEILINGPITCHED CEILINGPFPFPFPF PAINTED FINISHPAINTED FINISHPAINTED FINISHPAINTED FINISHPFTPFTPFTPFT POWER FLOAT TROWEL FINISHPOWER FLOAT TROWEL FINISHPOWER FLOAT TROWEL FINISHPOWER FLOAT TROWEL FINISHPLFPLFPLFPLF PLASTIC LAMINATED FINISHPLASTIC LAMINATED FINISHPLASTIC LAMINATED FINISHPLASTIC LAMINATED FINISHPWPWPWPW SATIN POLISH HWDSATIN POLISH HWDSATIN POLISH HWDSATIN POLISH HWDPWCPWCPWCPWC POWDER COATEDPOWDER COATEDPOWDER COATEDPOWDER COATEDRBKWRBKWRBKWRBKW INTONACO RENDER BWKINTONACO RENDER BWKINTONACO RENDER BWKINTONACO RENDER BWKRLRLRLRL RELATIVE LEVELRELATIVE LEVELRELATIVE LEVELRELATIVE LEVEL

RILRILRILRIL RRRREEEELLLLAAAATTTTIIIIVVVVEEEE IIIINNNNVVVVEEEERRRRTTTTEEEEDDDD LLLLEEEEVVVVEEEELLLLRFRFRFRF RENDER FINISHRENDER FINISHRENDER FINISHRENDER FINISHREFREFREFREF REFRIGERATORREFRIGERATORREFRIGERATORREFRIGERATORS/ES/ES/ES/E SHOT EDGESHOT EDGESHOT EDGESHOT EDGESSSS STAINLESS STEEL SINKSTAINLESS STEEL SINKSTAINLESS STEEL SINKSTAINLESS STEEL SINKSCTSCTSCTSCT SSSSUUUURRRRGGGGIIIICCCCAAAALLLL CCCCUUUURRRRTTTTAAAAIIIINNNN TTTTRRRRAAAACCCCKKKKSFPSFPSFPSFP STUD FRAME PARTITIONSTUD FRAME PARTITIONSTUD FRAME PARTITIONSTUD FRAME PARTITIONSFSSFSSFSSFS SHOWER FOLDABLE SEATSHOWER FOLDABLE SEATSHOWER FOLDABLE SEATSHOWER FOLDABLE SEATSHSHSHSH SHOWER HEADSHOWER HEADSHOWER HEADSHOWER HEADSHCSHCSHCSHC SHOWER CURTAINSHOWER CURTAINSHOWER CURTAINSHOWER CURTAINSHRSHRSHRSHR SHOWER RAILINGSHOWER RAILINGSHOWER RAILINGSHOWER RAILINGSHMSHMSHMSHM SHOWER MIXERSHOWER MIXERSHOWER MIXERSHOWER MIXERSJSJSJSJ SAW CUT JOINTSAW CUT JOINTSAW CUT JOINTSAW CUT JOINTSKSKSKSK SKIRTINGSKIRTINGSKIRTINGSKIRTINGSLDSLDSLDSLD SLIDDING ACTIONSLIDDING ACTIONSLIDDING ACTIONSLIDDING ACTIONSLVSLVSLVSLV SHELF/SHELVINGSHELF/SHELVINGSHELF/SHELVINGSHELF/SHELVINGSPKSPKSPKSPK SPEAKERSPEAKERSPEAKERSPEAKERSSSSSSSS STAINLESS STEELSTAINLESS STEELSTAINLESS STEELSTAINLESS STEELSSHSSHSSHSSH SS SOAP SHELFSS SOAP SHELFSS SOAP SHELFSS SOAP SHELFSTG STG STG STG SLUICE TUB WITH GRATESLUICE TUB WITH GRATESLUICE TUB WITH GRATESLUICE TUB WITH GRATESTSTSTST SLUICE TUBSLUICE TUBSLUICE TUBSLUICE TUBSWBSWBSWBSWB SWITCHBOARDSWITCHBOARDSWITCHBOARDSWITCHBOARDT/GT/GT/GT/G TUNG AND GROOVETUNG AND GROOVETUNG AND GROOVETUNG AND GROOVET&BT&BT&BT&B TOP AND BOTTOMTOP AND BOTTOMTOP AND BOTTOMTOP AND BOTTOMTPHTPHTPHTPH TOILET PAPER HOLDERTOILET PAPER HOLDERTOILET PAPER HOLDERTOILET PAPER HOLDERTRTRTRTR TOWEL RAILING/RINGTOWEL RAILING/RINGTOWEL RAILING/RINGTOWEL RAILING/RINGTSTSTSTS LARGE TUB SINKLARGE TUB SINKLARGE TUB SINKLARGE TUB SINKUNOUNOUNOUNO UUUUNNNNLLLLEEEESSSSSSSS NNNNOOOOTTTTEEEEDDDD OOOOTTTTHHHHEEEERRRRWWWWIIIISSSSEEEEUVFUVFUVFUVF ULTRAVIOLET FILTERULTRAVIOLET FILTERULTRAVIOLET FILTERULTRAVIOLET FILTERVPFVPFVPFVPF VILABOARD PAINT FINISHVILABOARD PAINT FINISHVILABOARD PAINT FINISHVILABOARD PAINT FINISHWCWCWCWC WATER CLOSET PANWATER CLOSET PANWATER CLOSET PANWATER CLOSET PANWCAWCAWCAWCA ACCESSIBLE WCACCESSIBLE WCACCESSIBLE WCACCESSIBLE WCWLWLWLWL WALL MOUNTED LIGHTWALL MOUNTED LIGHTWALL MOUNTED LIGHTWALL MOUNTED LIGHTWKBWKBWKBWKB WORKBENCHWORKBENCHWORKBENCHWORKBENCHWPWPWPWP FULLY WATERPROOFFULLY WATERPROOFFULLY WATERPROOFFULLY WATERPROOFWSAWSAWSAWSA WIRED SMOKE ALARMWIRED SMOKE ALARMWIRED SMOKE ALARMWIRED SMOKE ALARMWSDWSDWSDWSD WALL SERVICE DUCTWALL SERVICE DUCTWALL SERVICE DUCTWALL SERVICE DUCTWTWTWTWT WATER TANKWATER TANKWATER TANKWATER TANKWVWVWVWV HEAT WELDED VINYLHEAT WELDED VINYLHEAT WELDED VINYLHEAT WELDED VINYL

REV DESCRIPTION ISSUED0 For Tender 09/09/2019

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90.33

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20.1

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9

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9

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6

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80.7

70.6

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50.6

6

0.8

1

0.7

20.6

7

0.8

4

0.8

9

0.6

0

0.7

20.6

70.5

5

0.7

60.6

90.6

10.5

60.6

3

0.5

2

0.5

7

0.6

5

0.6

4

0.5

6

0.5

8

0.4

70.5

5

0.5

8

0.5

8

0.6

0

0.6

9

0.5

8

0.6

2

0.6

3

0.6

8

0.6

90.6

10.5

70.69

0.8

5

0.6

9

0.6

7

0.6

2

0.6

3

0.5

60.6

80.6

3

0.6

0

0.5

7

0.6

0

0.6

2

0.7

4

0.6

5

0.4

0

0.3

4

0.6

7

0.5

3

0.4

4

0.7

3

0.5

1

0.5

4

0.3

0

0.8

0

0.7

5

0.6

6

0.7

9

0.7

7

0.9

10.5

9

0.8

3

0.7

8

0.7

0

0.7

7

0.8

10.7

0

0.7

8

0.7

9

0.6

7

0.7

0

0.8

3

0.5

3

0.5

7

0.1

6

0.1

1

0.7

5

0.5

9

0.7

70.6

6

0.5

2

0.8

7

0.6

8

0.7

6

0.7

7

0.7

7

0.7

4

0.2

7

0.5

30.5

0

0.7

9

0.4

30.4

0

0.4

7

0.7

1

0.6

0

0.5

8

0.5

7

0.5

8

0.1

3

0.0

7

-0.0

20.0

80.06

0.1

3

0.1

5

0.1

3

0.1

0

0.1

8

0.2

9

0.8

8

0.5

0

0.6

3

0.8

7

0.6

9

0.5

8

0.4

0

0.6

1

0.6

9

RAMPRAMPRAMPRAMP

ACCESS WALKWAYENTRY

AREA HEALTH CENTREAREA HEALTH CENTREAREA HEALTH CENTREAREA HEALTH CENTRE

L A G O

O N

L A G O

O N

L A G O

O N

L A G O

O N

N E W G E O R G I A S E A

N E W G E O R G I A S E A

N E W G E O R G I A S E A

N E W G E O R G I A S E A

NEWNEWNEWNEWRESIDENCERESIDENCERESIDENCERESIDENCE

WATERWATERWATERWATERRESERVOIRRESERVOIRRESERVOIRRESERVOIR

KITCHENKITCHENKITCHENKITCHEN

VIPVIPVIPVIP

VIPVIPVIPVIP

SCALE

DRWN

DSGNDSHEET TITLE

APRVD

SHEET No

PROJECT

CHKD

ISSUE REV

LOCATION

JOB REF

SIGNEDMinistry of Health and Medical ServicesMinistry of Health and Medical ServicesMinistry of Health and Medical ServicesMinistry of Health and Medical Services

Infrastructure UnitInfrastructure UnitInfrastructure UnitInfrastructure UnitTHIS DRAWINGS SUPERSEEDS ANY EARLIER DRAWING WITH SAME SHEET NO

COMMENTS

FFFFOOOORRRR TTTTEEEENNNNDDDDEEEERRRRNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION1 : 5001 : 5001 : 5001 : 500

9/09

/201

9 1:4

3:46

PM

0000WAGINAWAGINAWAGINAWAGINA

09/09/201909/09/201909/09/201909/09/2019

IAIAIAIAWWWWDDDD....00003333

AMAMAMAM

PSPSPSPS

SITE PLANSITE PLANSITE PLANSITE PLANWAGINA HEALTH CENTREWAGINA HEALTH CENTREWAGINA HEALTH CENTREWAGINA HEALTH CENTRE AAAA000066660000

1 : 5001 : 5001 : 5001 : 500FLOOR PLANFLOOR PLANFLOOR PLANFLOOR PLANP01P01P01P01

REV DESCRIPTION ISSUED0 For Tender 09/09/2019

0.25

0.2

50

.25

0 .250.2

5

0

.50

0.5

0

0. 5

0

0.5

0

0 .50

0.5

00

.50

0.5

0

0.5

0

0 .50

0.50

0.50

0 .75

0.7

50

. 7 5

75

5

7 5

0.7

50

.7 5

0. 7

5

0.0

7

0.3

4

0.3

9

0.5

9

0.5

9

0.2

4

0.2

90.33

0.2

00.2

4

0.2

2

0.1

7

0.1

2

0.1

7

0.1

5

0.0

8

0.3

4

0.6

6

0.4

5

0.6

0

0.6

0

0.5

6

0.5

70.5

3

0.5

50.5

9

0.5

6

0.7

1

0.6

20.7

1

0.6

90.6

10.5

60.6

3

0.5

2

0.5

8

0.4

70.5

5

0.5

8

0.5

8

0.6

0

0.6

2

0.6

8

0.6

90.6

10.5

70.69

0.8

5

0.6

9

0.6

7

0.6

2

0.6