proposed office & warehouse - domain · proposed office & warehouse ... minimum per 300mm...

PROPOSED OFFICE & WAREHOUSELOT 224 WEEDON ROAD, FORRESTDALE WA

ARCHITECTURAL DRAWING SCHEDULE

A001 GENERAL NOTES & COMPLIANCE INFORMATION

A101 SITE SURVEY & LOCATION PLAN

A102 SITE PLAN

A201 GROUND FLOOR PLAN

A202 UPPER FLOOR PLAN

A301 ELEVATIONS

A302 ELEVATIONS

A401 ROOF PLAN

A501 SECTION AA

A701 CONSTRUCTION DETAILS

A702 ACCESS DETAILS - AS 1428 COMPLIANCE

A801 ELECTRICAL PLAN

A1001 LANDSCAPE PLAN

NOTES:

THESE PLANS ARE THE SOLE PROPERTY OF THE DESIGNER AND MAY NOT BE COPIED OR ALTERED IN ANY WAY, PART OR WHOLE, WITHOUT WRITTEN CONSENT FROM THE BUILDING COMPANY OR ITS DESIGNER. CONTRACTORS SHALL CHECK ALL DIMENSIONS AND CONDITIONS WITH BUILDER OR SUPERVISOR PRIOR TO COMMENCING FABRICATION OR CONSTRUCTION. ANY DISCREPANCIES BETWEEN PLANS MUST BE BROUGHT TO THE ATTENTION OF THE BUILDER OR SUPERVISOR. THE DESIGNER RESERVES THE RIGHT TO ALTER DIMENSIONS ON SITE TO SUIT CONSTRUCTION, ENGINEERING OR SITE CONDITIONS WITHOUT PRIOR CONSULTATION. UNLESS OTHERWISE

NOTED, RETAIN WALLS DEMOLITION, SEWER PILING, SUBSOIL DRAINS, BLUSTERING OR OTHER SITE WORKS ARE ALL AT THE EXPENSE OF THE OWNER. DO NOT SCALE FROM DRAWINGS AS DISTORTION CAN OCCUR DURING COPYING.

ISSUED FOR CONSTRUCTION

1. THESE DRAWINGS TO BE READ IN CONJUNCTION WITH ENGINEERSAND OTHER CONSULTANTS' DRAWINGS.

2. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. CHECK ALLDIMENSIONS ON SITE AND REPORT ALL DISCREPANCIES.

3.

4.

ALL WORK IS TO COMPLY WITH THE LATEST AUSTRALIANSTANDARDS, NCC & BCA, AND ALL RELEVANT STATUTORY CODES.

5.

ALL THIRD PARTY PRODUCTS ARE TO BE INSTALLED TOMANUFACTURERS SPECIFICATIONS AND DETAILS.

6.

THE SUBSTITUTION OF PROPRIETARY ITEMS SHALL BE SUBMITTEDWITH THE MANUFACTURERS APPROVAL IN WRITING. SUBSTITUTETO BE OF EQUAL OR GREATER PERFORMANCE.

ALL WORKS DURING CONSTRUCTION ARE THE RESPONSIBILITY OFTHE BUILDER. THE STRUCTURE HAS BEEN DESIGNED TO MEETTHE REQUIREMENTS IN ITS SERVICE CONDITION. THE BUILDER ISTO ENSURE THAT THE STRUCTURE IS PROTECTED FROMOVERSTRESSING AND INSTABILITY BY ADEQUATELY PROPPINGDURING ALL STAGES OF CONSTRUCTION.

1. REMOVE ANY TREE STUMPS, RUBBISH ETC. AND REPLACE WITHCLEAN COMPACTED SAND FILL. ENSURE NO VEGETATION ORORGANIC MATTER EXISTS IN THE SOIL STRATA FOR A DEPTHOF AT LEAST 1000mm BELOW SLAB OR FOOTING.

2. DIFFERENCE IN ADJACENT FOOTING LEVELS IS NOT TO EXCEEDHALF THE CLEAR DISTANCE BETWEEN THEM.

3. ALL SOIL BELOW FOOTINGS AND SLABS SHALL BE COMPACTEDFOR A MINIMUM DEPTH OF 750MM OR THE FULL DEPTH OF FILLMATERIAL TO GIVE A PENETRATION RESISTANCE OF 8 BLOWSMINIMUM PER 300mm USING A STANDARD FALLING WEIGHTPERTH SAND PENETROMETER.

4. DO NOT USE COMPACTION METHODS THAT MAY CAUSE DAMAGETO NEIGHBOURING STRUCTURES. COMPACTION METHODS ARE THEBUILDERS RESPONSIBILITY.

5. CONCRETE FOOTING AND SLAB ON GROUND DESIGN BASED ONCLASS 'A' SITE CLASSIFICATION IN ACCORDANCE TO AS2870.

1. FORMWORK IS TO COMPLY WITH AS 3610.

2. BUILD FORMWORK TO ARCHITECTURAL DRAWINGS. CHECK FORFIXINGS, FLASHINGS, REBATES, PLUMBING & ELECTRICALFITTINGS ETC.

1. ALL MASONRY IS TO COMPLY WITH AS 3700.

2. MASONRY IS TO HAVE A MINIMUM CHARACTERISTIC UNCONFINEDCOMPRESSIVE STRENGTH OF 12MPa, UNLESS NOTED OTHERWISE.

3. NO HORIZONTAL OR DIAGONAL CHASING MASONRY PERMITTED.NOTIFY ENGINEER PRIOR TO CHASING FOR APPROVAL.

1. ALL CONCRETE TO COMPLY WITH AS 3600.

2. -U.N.O CLEAR COVER TO REINFORCEMENT TO BE (TYPICAL):

LOCATION INTERIOR EXTERIOR

FOOTING - 65 mm

GROUND SLAB 25 mm 40 mm

3. - CONCRETE QUALITY (TYPICAL) refer to engineers specifications

LOCATION f'c MAX AGG. MAX SLUMP

FOOTING 25 MPa 20 mm 80 mm

GROUND SLAB 32 MPa 20 mm 80 mm

CONCRETE PANEL 32 MPa 20 mm 80 mm

4. USE ONLY ORDINARY PORTLAND CEMENT TYPE GP, UNLESSOTHERWISE NOTED.

5. LOCATE CONDUITS AND PIPES UNDER TOP STEEL AND OVERBOTTOM STEEL. ALL SERVICES TO BE CONFIRMED WITH ENGINEERPRIOR TO PLACEMENT. ALLOW ADEQUATE SPACING TO CONDUITS.

6. ALL CONCRETE TO BE SUPPLIED BY AN APPROVED PREMIXINGCOMPANY.

7. COMPACT CONCRETE BY USING APPROVED IMMERSION VIBRATORS.

8. CURE ALL CONCRETE BY KEEPING MOIST, OR SIMILAR APPROVED,FOR 7 DAYS AFTER POURING. NOTIFY ENGINEER OF SELECTEDMETHOD.

1. REINFORCEMENT IS TO COMPLY WITH AS1302, AS1303, AS1304AND AS4671.

2. SPLICED IN REINFORCEMENT SHALL ONLY BE MADE INPOSITIONS SHOWN ON THE STRUCTURAL DRAWINGS. MINIMUMLAPS TO BE:

FABRIC - ONE PITCH PLUS 100mmBAR - 40 x BAR DIAMETER, UNLESS OTHERWISE NOTED

3. SUPPORT ALL REINFORCEMENT ADEQUATELY ANDACCURATELY ON APPROVED CHAIRS.

4. FIX REINFORCEMENT AS SHOWN ON DRAWINGS. THE TYPE ANDGRADE AS INDICATED BY THE SYMBOL BELOW IS FOLLOWEDBY A NUMERAL WHICH INDICATES THE DIAMETER OF THE BARIN MILLIMETRES.

N - GRADE 500 DEFORMED REINFORCING BARR - STRUCTURAL GRADE PLAIN ROUND BARL - GRADE 500 WELD FABRICSL- GRADE 500 SQUARE WELD FABRIC

1. ALL STEELWORK IS TO COMPLY WITH AS 4100.

2. ALL WELDING IS TO COMPLY WITH AS 1554.

3. OBTAIN ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS ANDCHECK ON SITE PRIOR TO FABRICATION COMMENCES.

4. PROVIDE ALL CLEATS, BRACKETS, HOLES, BOLT AND WELDINGNOT SHOWN BUT NECESSARY FOR CONSTRUCTION.

5. UNLESS OTHERWISE NOTED ALL BOLTED AND WELDEDCONNECTIONS TO DEVELOP THE FULL STRENGTH OF MEMBERSJOINED.

6. STEEL BEAMS TO BE FABRICATED WITH NATURAL CAMBERUPWARDS.

7. FULLY SEAL ALL HOLLOW SECTIONS USING 5mm THICK PLATES.

8. UNLESS OTHERWISE NOTED USE:

8.1.

10 THICK GUSSET, FIN OR END PLATES AND 2-M16

8.8/S BOLTS, OR

8.2.

6mm CONTINUOUS FILLET WELD. CHIP ALL WELDS FREE OF

SLAG.

9. PROVIDE TEMPORARY BRACING AS REQUIRED FOR STABILITY DURINGCONSTRUCTION.

10. ALL STEEL PURLINS TO BE ERECTED TO MANUFACTURER'SSPECIFICATIONS AND DETAILS.

11. ALL INTERNAL STEELWORK INCLUDING NUTS, BOLTS, CLEATSSHALL BE BLAST CLEAN TO CLASS 2.5 WITH MINIMUM 75 MICRONSOF INORGANIC ZINC SILICATE.

12. ALL EXTERNAL STEELWORK INCLUDING NUTS, BOLTS, CLEATS TOBE HOT DIP GALVANIZED TO A MINIMUM OF 600g/sq m

13. ALL STEELWORK INCLUDING NUTS, BOLTS, CLEATS IN CONTACTWITH GROUND TO BE COATED WITH 'TAUBMANS' INTERZONE 954EPOXY (150 MICRONS)

14. PROVIDE 1:2 CEMENT SAND GROUT UNDER ALL SEATING AND BASEPLATES ENSURING THE SPACE UNDER ALL PLATES IS COMPLETELYFILLED PRIOR TO ERECTION OF STEEL OVER.

15. ALL PLATES ARE TO BE GRADE 300 PLUS U.N.O.

16. ALL BOLTS ARE TO BE GRADE 8.8/S U.N.O.

17. ALL WELDS ARE TO BE SP (STRUCTURAL PURPOSE) U.N.O.

18. ALL STUD FRAMING DESIGN & CONSTRUCTION BY BUILDER. RONDOCAN GIVE ASSISTANCE WITH STUD FRAMING DESIGN

19. STEELWORK SHOP DRAWINGS ARE TO BE DRAWN & SUBMITTEDTO THE ENGINEER TO ENABLE REVIEW & ALTERATIONS IFNECESSARY TO BE MADE PRIOR TO FABRICATION. AT LEAST 1PAPER COPY OF THE SHOP DRAWINGS TO BE SUBMITTED, ALLOWAT LEAST 1 WEEK FOR THE STRUCTURAL SUFFICIENCY REVIEWOF THE SHOP DRAWINGS.

IN ACCORDANCE WITH AS/NZS 1170.2:2011 - WIND ACTIONS

WIND REGION = ATERRAIN CATEGORY = 3.0TERRAIN/HEIGHT MULTIPLIER (Mz,cat) = 0.83WIND DIRECTION MULTIPLIER (Md) = 1.0SHIELDING (Ms) = 1.0TOPOGRAPHIC MULTIPLIER (Mt) = 1.0REGIONAL WIND SPEED (Vr500) = 45 (m/s)SITE WIND SPEED (Vsite, B) = TBC by engineer

DESIGN CRITERIAall specifications to be confirmed by engineer

1. ALL CONCRETE PANELS TO COMPLY WITH AS 3850. 1, 2 AND 3.

2. CONCRETE STRENGTH f'c=32 MPa AT 28 DAYS.

3. MINIMUM CONCRETE STRENGTH f'c=25 MPa AT TIME OF LIFT.

4. CONTRACTOR TO PROVIDE HARD COPY SETS OF SHOPDRAWINGS APPROVED BY LIFTING ENGINEERS TO CONFIRMLIFTING INSERTS, CAST IN FERRULE POSITIONS, CAST IN PLATEPOSITIONS, STRONGBACKS, PROPPING POINTS ETC.

5. SHOP DRAWINGS ARE TO BE DRAWN AND SUBMITTED TO THEENGINEER TO ENABLE INSPECTION AND ALTERATIONS IFNECESSARY TO BE MADE PRIOR TO FABRICATION.

6. PANELS HAVE BEEN DESIGNED FOR THE 'IN PLACE' CONDITIONAND THE BUILDER MUST MAKE HIS OWN ASSESSMENT AS TOANY EXTRA REINFORCEMENT THAT MAY BE REQUIRED TO SUITPROPOSED TRANSPORTATION AND HANDLING METHODS. ANYSUCH EXTRA MATERIALS OR OTHER HANDLING REQUIREMENTSMUST BE ALLOWED FOR IN HIS TENDER.

7. CONTRACTOR TO CONFIRM ALL PANEL DIMENSIONS AND PROFILES.

8. CONTRACTOR TO CONFIRM PANEL POUR LOCATION AND LIFTINGSEQUENCE.

9. PROVIDE ADEQUATE TEMPORARY BRACING TO ALL PANELSDURING AND FOLLOWING ERECTION.

10. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALLRECESSES, OPENINGS, MOLDINGS AND FINISHES TO PANELS.

1. THESE DRAWINGS TO BE READ IN CONJUNCTION WITH ALLRELATIVE STANDARDS TO ENSURE COMPLIANCE IN ALL ASPECTSOF THE DESIGN.

THE DESIGNER TAKES NO RESPONSIBILITY FOR MISINTERPRETATIONOF PLANS, ANY QUERIES MUST BE DIRECTED TO THE DESIGNER ORBUILDING SUPERVISOR IN WRITING TO ENSURE COMPLIANCE WITHRELATIVE STANDARDS.

2.

3.

4. CLIMATE ZONES FOR THERMAL DESIGN HAVE BEEN DETERMINED INACCORDANCE WITH THE BCA VOL 1, SECTION A1.1.

-CLIMATE ZONES FOR THERMAL DESIGNLOCATION CLIMATE ZONE

PERTH 5

5.

INTERPRETATION OF ALL ARCHITECTURAL PLANS & RELATIVEBCA DOCUMENTATION, MUST BE IN ACCORDANCE WITH SECTION A1.

6. EVERY PART OF A BUILDING MUST BE CONSTRUCTED IN ANAPPROPRIATE MANNER TO ACHIEVE THE REQUIREMENTS OF THEBCA, USING MATERIALS THAT ARE FIT FOR THE PURPOSE FORWHICH THEY ARE INTENDED, AS OUTLINED BY THE MANUFACTURERAND DESIGNER, IN ACCORDANCE WITH SECTION A2 OF THE BCA.

7. CLASSIFICATION OF BUILDINGS AND STRUCTURES HAVE BEENDETERMINED IN ACCORDANCE WITH THE BCA VOL 1, SECTION A3

-BUILDING & STRUCTURE CLASSIFICATION

LOCATION CLASSIFICATION

SHOWROOM STORAGE (MAIN USE) 6

8.

9. ALL BUILDING ELEMENTS REQUIRED FRL LEVELS MUST BEDETERMINED IN ACCORDANCE WITH THE BCA VOL 1, AS PERSPECIFICATION A2.3 & A2.4

1. THESE DRAWINGS TO BE READ IN CONJUNCTION THE ENGINEERSSTRUCTURAL DRAWINGS. ALL STRUCTURAL NOTES TOARCHITECTURAL DRAWINGS ARE FOR AN INDICATION ONLY. ALLSTRUCTURAL ELEMENTS MUST BE CONSTRUCTED IN ACCORDANCEWITH RELATIVE AUSTRALIAN STANDARDS AND ENGINEERSSPECIFICATIONS.

2. A BUILDING SOLUTION OR ALTERNATIVE SOLUTION THAT ISPROPOSED TO COMPLY WITH "DEEMED-TO-SATISFY PROVISIONS"

WILL MEET REQUIREMENTS B1.0-B1.6 AS OUTLINED IN THE BCAVOL 1, SECTION B.ALL RELATIVE PERFORMANCE REQUIREMENTS MUST BE DETERMINEDIN ACCORDANCE WITH A0.10.

3. PROJECTS LOCATED IN WIND CATEGORIES C & D, AS DETERMINEDIN ACCORDANCE WITH AS 1170.2, MUST BE DESIGNED AND COMPLYWITH SPECIFICATION B1.2, OF BCA VOL 1.

2. THE BUILDING WILL COMPLY WITH TYPE C CONSTRUCTION FORFIRE RESISTANCE AS PER C1.1, BCA VOL 1.

3. THE FIRE RESISTANCE OF FLOOR LININGS AND COVERINGS, WALLAND CEILING LININGS AND AIR-HANDLIND DUCTWORK WILL COMPLYWITH SPECIFICATION C1.10 AS PER BCA VOL 1.

4. EXTERNAL TILT UP WALLS WILL BE FIXED AND ANCHORED INACCORDANCE WITH SPECIFICATION C1.11, BCA VOL 1 TO REDUCELIKELIHOOD OF COLLAPSE OUTWARD IN CASE OF FIRE.

5. A BUILDING SOLUTION OR ALTERNATIVE SOLUTION THAT ISPROPOSED TO COMPLY WITH "DEEMED-TO-SATISFY PROVISIONS"

WILL MEET REQUIREMENTS C1.1-1.12, C2.1-2.14 AND C3.1-3.17 ASOUTLINED IN THE BCA VOL 1, SECTION C.ALL RELATIVE PERFORMANCE REQUIREMENTS MUST BE DETERMINEDIN ACCORDANCE WITH A0.10.

6. THE FIRE COMPARTMENT AREA DOES NOT EXCEED 3000M² OR18000M³ FOR CLASS 5 BUILDINGS AND 2000M² OR 21000M³ FORCLASS 7 BUILDINGS IN ACCORDANCE WITH C2.3, BCA VOL 1 ANDTABLE C2.2.

7.

LIFT SHAFT WILL BE CONSTRUCTED OF WALLS OF AN FRL NOTLESS THAN 120/120/120 AS PER C2.10 AND THE SHAFT OPENINGWILL BE PROTECTED BY DOORS OF -/60/-, REMAIN CLOSEDUNLESS IN USE AND COMPLY WITH AS1735.11 AS PER C3.1.0 BCAVOL 1.

8.

ALL DOORS, WINDOWS AND OPENINGS WILL COMPLY WITH C3.4,C3.5 AND ALL FIRE DOORS WILL COMPLY WITH SPECIFICATION C3.4AND HAVE AN INSULATION LEVEL OF AT LEAST 30 AND BE SELFCLOSING AS PER C3.7 BCA VOL 1.

SERVICES WILL NOT REDUCE THE FRL OF THE BUILDING ELEMENTTHEY PENETRATE AS PER C3.13 AND C3.15 BCA VOL 1.

CONSTRUCTION JOINTS WILL COMPLY WITH AS1530.4 AND C3.16BCA VOL 1.

1. THE BUILDING HAS ONE OR MORE EXITS FROM EACH STOREY ASPER D1.2 BCA VOL 1.

2. THIS BUILDING HAS TWO OR MORE EXITS WITHIN 40m, AS EVENLYDISTRIBUTED AS PRACTICAL, MORE THAN 9m APART WITHALTERNATIVE PATHS OF TRAVEL OF WIDTHS OF GREATER THAN1m AND HEIGHTS OF GREATER THAN 2m AS PER D1.4, D1.5 ANDD1.6 BCA VOL 1.

3. EXITS ARE UNOBSTRUCTED AS A RESULT OF THE GREATER THAN1m FOOTPATH PROVIDED AT EACH EXIT WHICH PROVIDE PATH OFTRAVEL TO THE ROAD.

4. D1.13 - NUMBER OF PERSONS ACCOMMODATEDSTAFF - UP TO 11VISITORS - UP TO 11MAXIMUM TOTAL - 22 PERSONS ACCOMMODATED

5. ACCESS TO LIFT PITS IS THROUGH LOWEST LANDING DOORS ASPER D1.17 BCA VOL 1.

6. BALCONY OPEN ABOVE 1m HIGH BALUSTRADE AS PER D2.5 BCAVOL 1.

7. STAIRS HAVE NO MORE THAN 18 AND NO LESS THAN TWO RISERSIN EACH FLIGHT, WITH CONSTANT GOING DIMENSIONS BETWEEN250-355mm AND CONSTANT RISER DIMENSIONS BETWEEN115-190mm. NO STAIR IS CAPABLE OF PASSING A 125mm SPHERETHROUGH THE TREADS AND ALL STAIRS ARE FINISHED WITH ANON-SLIP NOSING AS PER D2.13 BCA VOL 1.

8. LANDINGS ARE GREATER THAN 750mm AND HAVE NON-SLIPNOSING THROUGHOUT OR TO THE LEADING EDGE OF THE LOWERLEVEL AS PER D2.14 BCA VOL 1.

9. ALL STAIRS, BALCONIES AND MEZZANINES HAVE A BALUSTRADEOF NO LESS THAN 865mm IN HEIGHT AND NO SPACES GREATERTHAN 460mm ON ANY PATH NOT BOUNDED BY A WALL AS PERD2.16 BCA VOL 1.

10. STAIRWAYS HAVE A HANDRAIL, NO LESS THAN 50mm FROM THEWALL, WHICH IS CONTINUOUS WHERE PRACTICABLE ON AT LEASTONE SIDE AS PER D2.17 BCA VOL 1.

11. NO SWINGING DOORS ENCROACH AT ANY PART OF THEIR SWINGBY MORE THAN 500mm ON REQUIRED STAIRWAYS ANDPASSAGEWAYS OR 100mm OF WIDTH FOR REQUIRED EXITS ANDOPEN IN THE DIRECTION OF EGRESS AS PER D2.20 BCA VOL 1.

12. REQUIRED EXITS ARE EASILY OPERABLE WITH A SINGLE HANDACTION FROM INSIDE WITHOUT THE NEED OF A KEY AS PER D2.21BCA VOL 1.

13. FIRE EXITS ARE IDENTIFIED WITH SIGNS STATING "FIRE SAFETYDOOR - DO NOT OBSTRUCT" IN CAPITALS 20mm OR LARGER IN ACONTRASTING COLOUR TO BACKGROUND ON BOTH SIDES OF THEDOOR AS PER D2.23 BCA VOL 1.

14. ACCESS IS AVAILABLE FOR PEOPLE OF ALL ABILITIES TO ALLAREAS NORMALLY USED BY THE OCCUPANTS AS REQUIRED BYD3.1 BCA VOL 1.

15. THE BUILDING IS ACCESSIBLE VIA THE PEDESTRIAN ENTRANCES,THE LIFT AND THROUGHOUT THE BUILDING BY INTERSECTIONS OFACCESSWAYS SPACED NO MORE THAN 20m APART CREATINGADEQUATE PASSING OR TURNING SPACES AS REQUIRED BY D3.2AND D3.3 BCA VOL 1.

16. ONE ACCESSIBLE CARPARKING BAY IS REQUIRED THAT COMPLIESWITH AS/NZS2890.6 AS PER D3.5 BCA VOL 1.

17. BATHROOM FACILITIES AND EXITS HAVE ADDITIONAL BRAILLE ANDTACTILE SIGNS THAT COMPLY WITH AS1428.1 AND D3.6 BCA VOL 1.

18. TACTILE GROUND SURFACE INDICATORS COMPLYING WITH AS1428.1INDICATE PROXIMITY TO STAIRWAYS AS PER D3.8 BCA VOL 1.

19. MARKINGS COMPLYING WITH AS1428.1 WILL BE APPLIED TO DOORS,SIDELIGHTS AND GLAZING THAT COULD BE MISTAKEN FOR A DOORON ACCESSWAYS AS PER D3.12 BCA VOL 1.

1. A FIRE HYDRANT SYSTEM COMPLIANT WITH AS2419.1 ANDINTERNAL HOSE REEL SYSTEM COMPLIANT WITH AS2441 AREPROVIDED AS THE BUILDING IS LARGER THAN 500m² AND THEFIRE BRIGADE ARE ABLE TO ATTEND THE FIRE AS PER E1.3 ANDE1.4 BCA VOL 1.

1. THESE DRAWINGS TO BE READ IN CONJUNCTION WITH FESA FIRESAFETY REPORT. ALL FESA INSTRUCTIONS TO TAKE PRECEDENCE.

2. PORTABLE FIRE EXTINGUISHERS COMPLIANT WITH AS2444 AREPROVIDED AS PER E1.6 BCA VOL 1.

3. PORTABLE FIRE EXTINGUISHERS WILL BE AVAILABLE ADJACENTTO REQUIRED EXITS ON EACH STOREY DURING CONSTRUCTION ASPER E1.9 BCA VOL 1.

4. A SMOKE DETECTION SYSTEM COMPLIANT WITH AS1670.1 WILL BEINSTALLED AS PER SPECIFICATION E2.2A BCA VOL 1.

5. WARNING SIGNS STATING 'DO NOT USE LIFTS IS THE IS A FIRE'WILL BE LOCATED IN EASILY VISIBLE LOCATIONS NEAR THE CALLBUTTONS FOR THE LIFT AND WILL COMPLY WITH SPECIFICATIONSFOR E3.3 BCA VOL 1.

6. AN ELECTROHYDRAULIC LIFT OF GREATER THAN 1100x1400mmWILL BE FITTED WITH HANDRAILS, ADEQUATE DOOR OPENINGWIDTH, PASSENGER PROTECTION SYSTEMS, LIFT LANDING DOORS,LIFT CAR AND LANDING CONTROL BUTTONS, APPROPRAITELIGHTING AND AN EMERGENCY HANDS-FREE COMMUNICATIONSYSTEM COMPLYING WITH AS1735.12 AS PER E3.6 BCA VOL 1.

7. EMERGENCY LIGHTING COMPLYING WITH AS2293.1 WILL BEINSTALLED IN EVERY PASSAGEWAY, CORRIDOR AND HALLWAY INA PATH OF EXIT AS WELL AS ANY ROOM WITH AN AREAGREATER THAN 300m² AND ANY REQUIRED NON-FIRE ISOLATEDSTAIRWAY AS PER E4.2 AND E4.4 BCA VOL 1.

8. EXIT SIGNS AND EXIT DIRECTION SIGNS COMPLIANT WITH AS2293.1WILL BE INSTALLED ON OR ABOVE EVERY DOOR PROVIDINGEGRESS TO A REQUIRED EXIT AS PER E4.5, E4.6 AND E4.8 BCAVOL 1.

1. STORMWATER DRAINAGE COMPLIANT WITH AS/NZS3500.3 WILL BEINSTALLED ON SITE AS PER F1.1 BCA VOL 1.

2. EXTERNAL ABOVE GROUND WATERPROOF MEMBRANES COMPLIANTWITH AS4654 PARTS 1 AND 2 AND SARKING COMPLIANT WITHAS/NZS4200 PARTS 1 AND 2 WILL BE USED AS PER F1.4 ANDF1.6 BCA VOL 1.

3. THE ROOF WILL BE COVERED IN A METAL SHEET ROOFINGCOMPLIANT WITH AS1562.1 AS PER F1.5 BCA VOL 1.

4. FLOORS AND FLOOR AND WALL JUNCTIONS OF BATHROOMS ASWELL AS ENTIRE WALLS OF SHOWERS WILL BE WATERPROOF TOAS3740 AS PER F1.7 BCA VOL 1.

5. THE BUILDING HAS A MATERIAL COMPLIANT WITH AS/NZS2904INSTALLED TO CREATE A DAMP PROOFING LAYER AS PER F1.9BCA VOL 1.

6. A VAPOUR BARRIER COMPLIANT WITH AS2870 IS INSTALLED ONTHE GROUND FLOOR TO CREATE A DAMP PROOFING LAYER ASPER F1.10 BCA VOL 1.

7. GLAZED ASSEMBLIES WILL BE COMPLIANT WITH AS2047 AS PERF1.13 BCA VOL 1.

8. APPROPRIATE SANITARY FACILITIES INCLUDING ACCESSIBLEFACILITIES ARE PROVIDED AS PER F2.3 AND F2.4 BCA VOL 1.

9. HOT, WARM AND COOL WATER ARE PROVIDED AS PER F2.7 BCAVOL 1.

10.

ALL ROOMS THAT ARE REGULARLY OCCUPIED, CORRIDORS,ACCESSIBLE SPACES, LOBBIES, INTERNAL STAIRWAYS AND PATHSOF EGRESS WILL HAVE ADEQUATE ARTIFICIAL LIGHT COMPLIANTWITH AS1680.0 AS WELL AS ANY AVAILABLE NATURAL LIGHT ASPER F4.4 BCA VOL 1.

11.

ALL CEILING HEIGHTS ARE GREATER THAN 2.1mm IN CORRIDORS,BATHROOMS AND SHOWERS AND GREATER THAN 2.4m IN ROOMSAS PER F3.1 BCA VOL 1.

ANY ROOM REGULARLY INHABITED WILL BE PROVIDED WITH AIRCONDITIONING COMPLYING WITH AS1668.2 AND AS/NZS3666.1 ASPER F4.5 BCA VOL 1.

12.

ALL JOINTS BETWEEN CONCRETE SLABS WILL BE FILLED SOLIDREDUCING SOUND TRANSFER AS PER SPECIFICATION F5.2 BCAVOL 1.

13.

1. ALL SAFETY MEASURES MUST BE MET AND "MAINTAINED BY THEOCCUPANT OR OWNER" IN ACCORDANCE WITH THE REQUIREDLEVELS AS STATED IN THE BCA SECTION I1.1, TO PERFORM TO ASTANDARD NOT LESS THAN THEY WERE ORIGINALLY REQUIRED TOACHIEVE.

REQUIREMENTS FOR OPEN SPACES AND VEHICULAR ACCESS HAVEBEEN DESIGNED IN ACCORDANCE WITH SECTION C2.4 BCA VOL 1. ANOPEN SPACE IS REQUIRED TO BE WITHIN THE ALLOTMENT, INCLUDEVEHICULAR ACCESS, WITH A MINIMUM UNOBSTRUCTED WIDTH OF6M MIN.

9.

10.

11.

COLUMNS THAT ARE PROTECTED BY LIGHTWEIGHT CONSTRUCTION,MUST BE PROTECTED TO THE REQUIRED FRL LEVEL STATED INSECTION C, SPECIFICATION C1.1 - 5 FOR TYPE C CONSTRUCTION.ALL METHODS AND MATERIALS MUST BE INSTALLED ANDASSEMBLED AS PER MANUFACTURERS SPECIFICATIONS AND/ORPROTOTYPES TO ACHIEVE THE REQUIRED FRL OR RESISTANCE TOTHE INCIPIENT SPREAD OF FIRE.

12.

2. ALL ENERGY EFFICIENCY COMPONENTS MUST BE MAINTAINED INACCORDANCE WITH PART I 2. MAINTANICE MUST BE CARRIED OUTBY THE OWNER OR OCCUPANT THAT FALLS OUTSIDE OF BUILDINGCONTRACT.

7. SITE AND CONSTRUCTION SAFETY IS THE RESPONSIBILITY OFTHE BUILDER. THE BUILDER SHALL IDENTIFY AND HAZARDSRELATING TO THE CONSTRUCTION OF THE BUILDING AND PUTSUFFICIENT MEASURES IN PLACE TO CONTROL THESE RISKS,INCLUDING COMPLETING ALL NECESSARY JOB SAFETY ANALYSISSHEETS. THE BUILDER SHALL ENSURE THAT ALL METHODS OFCONSTRUCTION MEET THE REQUIREMENTS OF WAORKSAFE ANDOCCUPATIONAL HEALTH AND SAFETY LEGISLATION. THE SPACEUNDER ALL PLATES IS COMPLETELY FILLED PRIOR TO ERECTIONOF STEELWORK

3. MINIMUM STRIPPING TIME TO BE 10 DAYS. PROVIDE ADEQUATEPROPPING FOR 28 DAYS MINIMUM.

4. IF MASONRY IS TO BE BUILT ON THE SLAB REMOVE PROPPINGAFTER 28 DAYS MINIMUM, LOAD SLAB WITH BRICK PALLETSADJACENT TO WALL POSITIONS AND ALLOW DEFLECTION TOOCCUR BEFORE BRICKWORK IS COMMENCED.

SUSPENDED SLAB 30 mm 40 mm

BEAM 40 mm 40 mm

COLUMN 45 mm 50 mm

PANELS 40 mm 40 mm

SUSPENDED SLAB 32 MPa 20 mm 80 mm

WAREHOUSE GROUND SLAB 32 MPa 20 mm 80 mm

LIFT BASE FOOTING 32 MPa 20 mm 80 mm

BEAM 32 MPa 20 mm 80 mm

COLUMN 40 MPa 20 mm 80 mm

5. SITE BENDING OF BARS SHALL BE DONE WITHOUT HEATING,USING A RE-BENDING TOOL. THE BARS SHALL BE RE-BENTAGAINST A FLAT SURFACE OR A PIN WITH A DIAMETER NOTLESS THAN THE MINIMUM PIN SIZE PRESCRIBED IN AS3600.

6. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY ONLYAND NOT NECESSARILY IN ITS TRUE PROJECTION.

7. SLAB REINFORCEMENT MUST EXTEND AT LEAST 65mm ONTOMASONRY SUPPORT WALLS.

8. WHERE TRANSVERSE TIE BARS ARE NOT SHOWN, PROVIDEN12-400 SPLICED WHERE NECESSARY AND LAP WITH MAINBARS 400mm UNLESS NOTED OTHERWISE.

9. REINFORCEMENT SHALL BE SUPPORTED ON APPROVEDPURPOSE MADE CONCRETE, STEEL OR PLASTIC SUPPORTSDEPENDING ON THE EXPOSURE CONDITION TO PROVIDE THESPECIFIED CLEAR COVER. AT EXTERNAL SURFACES EITHER ALLPLASTIC OR CONCRETE SUPPORTS SHALL BE USED.

9. DO NOT DE-PROP SLABS AS A WHOLE WHEN STRIPPING,ENSURE ADEQUATE PROPS ARE MAINTAINED DURING STRIPPIINGSTAGE. MINIMUM PROPPING TIME TO BE 28 DAYS. MINIMUMSTRIPPING TIME UNLESS OTHERWISE NOTED SHALL BE ASFOLLOWS:

WALLS AND COLUMNS: 3 DAYSSLABS: 10 DAYS

10. WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED UNLESSSHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THEENGINEER.

11. REINFORCEMENT COUPLERS, UNLESS SHOWN ON THE DRAWINGS,SHALL NOT BE USED WITHOUT APPROVAL BY THE ENGINEER.

1. ALL CONCRETE PANELS TO COMPLY WITH AS 3850.1, 2 AND 3

2. CONCRETE STRENGTH fc = 32 MPa AT 28 DAYS

3. MINIMUM CONCRETE STRENGTH fc = 25 MPa AT THE TIME OF LIFT.

4. CONTRACTOR TO PROVIDE HARD COPY SETS OF SHOP DRAWINGSAPPROVED BY LIFTING ENGINEERS TO CONFIRM LIFTING INSERTS,CAST IN FERRULE POSITIONS, CAST IN PLATE POSITIONS,STRONGBACKS, PROPPING POINTS ETC.

5. SHOP DRAWINGS ARE TO BE DRAWN AND SUBMITTED TO THEENGINEER TO ENABLE INSPECTION AND ALTERATIONS IFNECESSARY TO BE MADE PRIOR TO FABRICATION.

6. PANELS HAVE BEEN DESIGNED FOR THE 'IN-PLACE' CONDITIONAND THE BUILDER MUST MAKE HIS OWN ASSESSMENT AS TOANY EXTRA REINFORCEMENT THAT MAY BE REQUIRED TO SUITPROPOSED TRANSPORTATION AND HANDLING METHODS. ANYSUCH EXTRA MATERIALS OR OTHER HANDLING REQUIREMENTSMUST BE ALLOWED FOR BUILDERS TENDER PRICE.

7. CONTRACTOR TO CONFIRM ALL PANEL DIMENSIONS AND PROFILES.

8. CONTRACTOR TO CONFIRM PANEL POUR LOCATION AND LIFTINGSEQUENCE.

9. PROVIDE ADEQUATE TEMPORARY BRACING TO ALL PANELSDURING AND FOLLOWING ERECTION.

10. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALLRECESSES, OPENINGS, MOULDINGS AND FINISHES TO PANELS.

DESIGN CRITERIA

LIVE LOADS:- WAREHOUSE ROOF 0.13kPa- OFFICE ROOF 0.25kPa- FLOOR 3.00kPa- STORAGE LEVEL/UPPER FLOOR 5.00kPa

DEAD LOADS:- WAREHOUSE ROOF 0.15kPa- OFFICE ROOF 0.30kPa

SUPERIMPOSED DEADLOADS:- FLOOR 0.50kPa

DESIGN CRITERIA

CONCRETE PANELS:- EXTERNAL/INTERNAL 90/90/90

WAREHOUSE STORAGE (MAIN USE) 7B

1. THE BUILDING WILL USE ENERGY AS EFFICIENTLY ASAPPROPRIATE TO A BUILDING OF ITS FUNCTION AND USE,INTERNAL ENVIRONMENT, GEOGRAPHIC LOCATION, NEARBYTOPOGRAPHY, STRUCTURES AND BUILDINGS AND SOLARRADIATION. IT WILL BE SEALED AGAINST AIR LEAKAGE, USEEFFICIENT MECHANICAL MEANS OF AIR MOVEMENT FOR HEATINGAND COOLING AND WILL USE AN ENERGY SOURCE THAT PRODUCESLESS THAN 100gCO₂-e/MJ AS PER SECTION J BCA VOL 1.

2. THE BUILDING WILL NOT EXCEED THE ANNUAL ENERGYCONSUMPTION OF A SIMILAR REFERENCE BUILDING AS ASSESSEDBY SOFTWARE COMPLIANT WITH THE ABCB PROTOCOL FORBUILDING ENERGY ANALYSIS SOFTWARE AS PER SECTION J BCAVOL 1.

3. THE ANNUAL ENERGY CONSUMPTION OF THE OFFICE AREA WILL BEASSESSED AS PER TABLE 2B OCCUPANCY AND OPERATIONPROFILES OF A CLASS 5 BUILDING, A CLASS 8 LABORATORY ORA CLASS 9A CLINIC, DAY SURGERY OR PROCEDURE UNIT, TABLE2H INTERNAL HEAT GAINS FOR APPLIANCES AND EQUIPMENT ANDTABLE 2I HOT WATER SUPPLY CONSUMPTION RATESSPECIFICATION JV-2 BCA VOL 1.

4. INSULATION WILL COMPLY WITH AS/NZS4859.1 AND BE INSTALLEDWITH FURRING CHANNELS AGAINST THE MEMBER CREATING ACONTINUOUS BARRIER WITH CEILINGS, WALLS BULKHEADS ANDFLOORS THAT CONTRIBUTE TO THE THERMAL BARRIER WITHOUTAFFECTING THE SAFE OR EFFECTIVE OPERATION OF A SERVICE OFFITTING J1.2 BCA VOL 1.

5. REFLECTIVE AND BULK INSULATION WILL BE INSTALLED AS PERMANUFACTURER'S INSTRUCTIONS IN ACCORDANCE WITH J1.2 TOACHIEVE THE REQUIRED THERMAL VALUES LISTED INSPECIFICATION J1.2.

6. A ROOF AND CEILING FORMING PART OF THE BUILDING ENVELOPEWILL COMPLY WITH TABLE J1.3A AND J1.3B TO ACHIEVE THER-VALUE REQUIRED.

- ROOF AND CEILING CONSTRUCTIONREQUIRED R-VALUE

CLIMATE ZONE 5ROOF COLOUR MEDIUMSOLAR ABSORPTANCE 0.23R-VALUE REQUIRED R3.2FLOOR CONCESSION NIL% OF CEILING UNINSULATED <0.5INSULATION ADJUSTMENT N/ATOTAL R-VALUE REQUIRED R3.20 (MINIMUM)

R-VALUE CALCULATIONSOUTSIDE AIR (7m/s) 0.04ZINCALUME TRIMDEK 0.00ANTICON 55 BLANKET 1.50REFLECTIVE AIR SPACE 1.06(PITCH <10°)INSULATION 2.50PLASTERBOARD 0.06INSIDE AIR (HORIZONTAL 0.16CEILING, HEAT FLOW DOWN)TOTAL R-VALUE R5.32 (PROVIDED)

7. ALL EXTERNAL WALLS FORMING THE BUILDING ENVELOPE WILLACHIEVE THE MINIMUM R-VALUE REQUIRED AS PER J1.5 BCA VOL 1.

- WALL CONSTRUCTIONREQUIRED R-VALUE

TOTAL R-VALUE R2.80 (MINIMUM)

R-VALUE CALCULATIONSOUTSIDE AIR (7m/s) 0.04150mm TILT UP CONCRETE 0.09AIRSPACE (40mm) 0.69INSULATION 2.00PLASTERBOARD 0.06INDOOR AIR FILM (STILL AIR) 0.12TOTAL R-VALUE R3.00 (PROVIDED)

8. ALL EXTERNAL GLAZING WILL BE DESIGNED AND INSTALLED INACCORDANCE WITH J2.4 VOL 1 BCA AND ASSESSED USING THEGLAZING CALUCLATOR.

9. ALL EXTERNAL DOORS AND WINDOWS WILL BE FITTED WITH AIRINFILTRATION SEALS SUCH AS DRAFT PROTECTION DEVICES, ORFOAM OR RUBBER STRIPS EXCEPT FOR WINDOWS COMPLYINGWITH AS2047 AND FIRE OR SMOKE DOORS AND THE BUILDINGENTRANCE WILL BE FITTED WITH A SELF CLOSING DOOR AS PERJ3.4 VOL 1 BCA.

10. ALL EXHAUST FANS WILL BE FITTED WITH SELF CLOSINGDAMPERS AS PER J3.5 VOL 1 BCA.

11. THE BUILDING ROOF, CEILING, WALLS, AND ALUMINIUM FRAMESHAVE BEEN DESIGNED AND CONSTRUCTED TO MINIMISE AIRLEAKAGE AS PER J3.6 VOL 1 BCA.

12. THE BUILDING AIR CONDITIONING AND VENTILATION SYSTEMS WILLBE DESIGNED IN ACCORDANCE WITH THE "DEEMED-TO-SATISFY"PROVISIONS OF J5 VOL 1 BCA AND WILL BE ASSESSED BYMECHANICAL SERVICES DESIGNER TO VERIFY COMPLIANCE.

13. THE BUILDING ARTIFICIAL LIGHTING AND POWER SYSTEM WILL BEDESIGNED IN ACCORDANCE WITH THE "DEEMED-TO-SATISFY"PROVISIONS OF J6 VOL 1 BCA AND WILL BE ASSESSED BYELECTRICAL SERVICES DESIGNER TO VERIFY COMPLIANCE.

14. HOT WATER SUPPLY SYSTEM WILL BE DESIGNED AND INSTALLEDAS PER SECTION 8 AS/NZS3500.4 AND J7.2 BCA VOL 1.

15. ACCESS HAS BEEN PROVIDED TO ALL PLANT, EQUIPMENT ANDCOMPONENTS FOR MAINTENANCE AS PER PART I2 AND J8.2 BCAVOL 1.

16. THE BUILDING IS GREATER THAN 500m² AND AS SUCH WILL HAVETHE CAPACITY TO RECORD THE GAS AND ELECTRICALCONSUMPTION AS PER J8.3 BCA VOL 1.

THESE NOTES ARE TYPICAL INDICATIONS ONLY AND ARE SHOWN FOR INDUSTRY STANDARDS OR MINIMUMS AND DO NOT TAKE INTO ACCOUNT INDIVIDUAL REQUIREMENTS.THESE ARE TO BE READ IN CONJUNCTION WITH ENGINEERS AND OTHER CONSULTANTS' DRAWINGS.

A001

LOT 224 WEEDON ROAD, FORRESTDALE

CONSTRUCTION

NOTES: PLANS REMAIN SOLE PROPERTY OF THE DESIGNER AND MAY NOT BE COPIED OR ALTERED IN ANY WAY,WITHOUT WRITTEN CONSENT FROM THE BUILDING COMPANY OR ITS DESIGNER. CONTRACTORS SHALL CHECK ALL DIMENSIONS AND CONDITIONS WITH BUILDER OR SUPERVISOR PRIOR TO COMMENCING FABRICATION OR CONSTRUCTION. ANY DISCREPANCIES BETWEEN PLANS MUST BE BROUGHT TO THE ATTENTION OF THE BUILDER OR SUPERVISOR. THE DESIGNER RESERVES THE RIGHT TO ALTER DIMENSIONS ON SITE TO SUIT CONSTRUCTION, ENGINEERING OR SITE CONDITIONS WITHOUT PRIOR CONSULTATION. UNLESS OTHERWISE NOTED, RETAIN WALLS DEMOLITION, SEWER PILING, SUBSOIL DRAINS, BLUSTERING OR OTHER SITE WORKS ARE ALL AT THE EXPENSE OF THE OWNER. DO NOT SCALE FROM DRAWINGS AS DISTORTION CAN OCCUR DURING COPYING.

DWG NO:

PROJECT No: SB140514REV No: A

CHECKED BY:

DRAWN BY:

DATE:

1/34 THE CRESCENT, MIDLANDWESTERN AUSTRALIA 6056

TEL: (08) 9250 6177FAX: (08) 9250 4999EMAIL: [email protected]: www.sarbuild.com

REV REVISION DESCRIPTION DATE

GENERAL NOTES & COMPLIANCE INFORMATION

08.10.2014

KYLE FAIRCLOUGH

PAUL SARICH

04.09.2014MRA ADVICE AMENDMENTSA

ISSUED FOR

CONSTRUCTION

PF

PFPF

EXPOSED

PVC PIPE

EXPOSED

PVC PIPE

9

0

°

9

0

°

9

0

°

9

0

°

2

3

.

3

6

2

3

.

4

5

2

3

.

5

0

2

3

.

4

6

IO

2

3

.

4

8

2

3

.

4

0

2x TEL

PF

2

3

.

0

9

2

3

.

3

3

2

3

.

1

2

2

3

.

1

6

2

3

.

2

3

2

3

.

2

6

2

3

.

2

4

2

3

.

1

8

2

3

.

1

6

2

3

.

1

8

2

3

.

2

2

2

3

.

1

8

2

3

.

0

9

2

3

.

0

7

2

3

.

0

9

2

3

.

1

1

2

3

.

4

4

2

3

.

5

4

2

3

.

5

7

2

3

.

6

1

2

3

.

6

1

2

3

.

6

0

2

3

.

5

8

2

3

.

5

7

2

3

.

5

5

2

3

.

5

2

2

3

.

4

9

2

3

.

5

2

2

3

.

4

0

2

3

.

4

0

2

3

.

4

9

2

3

.

5

0

2

3

.

4

7

2

3

.

5

5

2

3

.

4

7

2

3

.

5

1

2

3

.

4

9

2

3

.

4

7

2

3

.

4

0

2

3

.

4

0

2

3

.

3

8

2

3

.

3

1

2

3

.

3

9

2

3

.

3

9

2

3

.

4

2

2

3

.

4

7

2

3

.

5

0

2

3

.

1

6

2

3

.

2

6

2

3

.

3

0

2

3

.

3

7

2

3

.

4

0

2

3

.

3

8

2

3

.

3

0

2

3

.

2

3

2

3

.

2

1

2

3

.

2

3

2

3

.

2

5

40

60

40

60

SEWER CONNECTION POSITION

APPROXIMATE ONLY

SEWER INVERT LEVEL

SEWER BROUGHT UP

DEPTH TO CONNECTION

21.20

1.5

0.8

NAIL

RL 23.17

DATUM

NAIL & PLATE

AHD RL 23.07

224

2400m²

VACANT / SAND

SEWER LINE

MH

AE1178

HYDRANT LOCATED 68.0m

FROM BOUNDARY CORNERHYDRANT APPROX. 54.6m

FROM BOUNDARY CORNER

(NOT LOCATED)

VACANT / SAND

223

VACANT / SAND

225

VACANT / SAND

9001

NO FENCE

NO

F

EN

CE

NO

F

EN

CE

W E E D O N R O A D

SEMI MOUNTABLE KERBSEMI MOUNTABLE KERB

SEMI MOUNTABLE KERB

FLAT KERB

BITUMEN CAR PARKING BAYS

SAND SAND

SEWER LINE

WATER

SERVICE

STATUS

O/H

U/G

GAS

POWER

TEL / COMM

SEWERAGE

SERVICE RECORD

FP

HY

WATER

HYDRANT

FLUSH POINT

M

WWATER MARKER

WATER METER

DRAINAGE

ELECTRICITY

SEWER MANHOLE

INSPECTION OPENING

SEWERAGE

SERVICE LEGEND

PF

TELECOMMUNICATIONS

PEG FOUND

SURVEY

IO

G

GM

GV

GAS METER

GAS VALVE

GAS MARKER

GAS

SV

TAPTAP

STOP VALVE

STORM WATER MANHOLE

SIDE ENTRY PIT

GRATE

DATUM

AWNING / EAVES

OTHER

MAIL BOX

WINDOW / DOOR

SEWER LINE

SERVICES MARKED CONFIRM

REQUIRE BUILDER / CLIENT TO

CONFIRM AVAILABILITY AND / OR

POSITION ON SITE.

PP

CP

LP

SP

SWA

LIGHT POLE

STAY POLE

STAY WIRE ANCHOR

CONSUMER POLE

POWER POLE

CABLE DOME

CABLE MANHOLE

CABLE PIT ECP

O/H POWER LINE

TEL

TTEL / COMM MARKER

TEL / COMMS PIT

TEL / COMM MANHOLE

@ A2 Portrait

SITE SURVEY only. The information shown on this drawing is current as at the Date of Survey. Boundary information, Easements etc. to be verified from the

Certificate of Title, Plan/Diagram or a Boundary Repeg. Boundary position approximate only. Location of boundary pegs or fences in relation to the boundary

lines are not guaranteed. Sewer/Drainage may vary from schematic presentation, clearances to be checked on site. Services information to be confirmed with

relevant AUTHORITIES. For underground services - ring "DIAL BEFORE YOU DIG" for confirmation of those services.

05 2.5 5 15

1:200

PROCESSED BY

SURVEYED ON

SURVEYED BY

BUILDERS/CLIENTS

AUTHORITY

SCALE :

CLIENT

MAP REF

:

:

:

:

:

:

BUILDER REF No :

LOT

BUILDER :

:

:

DWG No :

C/T

JOB No :

:

REV.

Telephone (08) 9477 4477

Fax (08) 9477 4499

BELMONT WA 6984

PO Box 746

LANDGATE STREET SMART / MELWAY

GREATER PERTH STREET DIRECTORY

1:200

A

SARBUILD BUILDING & DEVELOPMENT

ARMADALE

465 37 11

1500983

NP

NP

12/08/2015

SUBURB

224 (# 9) WEEDON ROAD

FORRESTDALE

1500983

DEPOSITED PLAN 402694

2870 / 389

WARNING!

BOUNDARY RE-ESTABLISHMENT SURVEY

REQUIRED TO CONFIRM LOT BOUNDARY

POSITION AND DIMENSIONS.

WARNING!

BOUNDARY RE-ESTABLISHMENT SURVEY

REQUIRED TO CONFIRM LOT BOUNDARY

POSITION AND DIMENSIONS.

NOTE:

APPROXIMATE AHD LEVEL DERIVED

FROM SEWERAGE MANHOLE AE1178.

A101


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




SITE SURVEY

08.10.2014

KYLE FAIRCLOUGH

PAUL SARICH

04.09.2014MRA ADVICE AMENDMENTSA

ISSUED FOR

CONSTRUCTION

2500MEETS - 2.2.1 A

4800

mm O

R 55

00mm

AS P

ER A

S289

0.6:20

09 -

2.2.1

A &

B

SHARED AREAAS PER AS2890.6:2009

- 2.2.1 C(NOT MARKED)

2400

3600

6000

SHAR

ED A

CCES

S

90.00°

SHARED AREAAS PER

AS2890.6:2009 -2.2.1 B

ANGLE PARKINGAS PER AS2890.6:2009 - 2.2.1 F

2400MEETS - 2.2.1 B

DISABLED BAY

SYMBOL

AS PERAS2890.6:2009 -

2.2.1 A

DISABLED PARKING DETAIL (TYPICAL)SCALE 1:100

BOLLARDAS PER

AS2890.6:2009 -2.2.1 E

825590

1200

MAX

1200MAX

NOTES FOR ALL PAINT IDENTIFICATION

COLOURS ETC PLEASE REFERTO AS 2890.6:2009 - SECTION 3

SHARED BAY SHALL BE MARKEDWITH DIAGONAL STRIPES (NOTSHOWN FOR CLARITY) PLEASEREFER TO AS 2890.6:2009 -SECTION 3

RL 23.60

RL 23.45 RL 23.45

LANDSCAPING AREABLOCK PAVING 69.00 mLANDSCAPED AREA 254.33 m

FRONT VERGE TO BE FULLY LANDSCAPED & RETICULATED TO COUNCIL REQUIREMENTS

2

2

LEGEND

RELATIVE LEVEL OF GROUND

FINISHED LEVEL TOP OF GRATE

BOL

150mm DIA RAINWATER PIPE - REFER FLOOR & ROOF PLANRWP 2

200mm DIAMETER x 1200 HIGH CONC FILLED GALV.BOLLARD SET IN 800x800x300 DEEP MASS CONC. PADFOOTING.

RL

TOG

RETIC 100Ø PVC RETIC. CONDUIT 300 DEEP ENDS TO BECLEARLY MARKED FOR FUTURE REFERENCE

"CONC" 150MM CONCRETE HARDSTAND FALLING TO GRATES

EXIT

PRECAST CONCRETE TILT-UP WALL PANELS TOENGINEERS DETAILS.

ILLUMINATED EXIT SIGN IN ACCORDANCE WITH B.C.AREGULATIONS.

36M HOSE REEL TO B.C.A REQUIREMENTS.

BRICK PAVING AS SELECTED. REFER TO SPECIALL BRICK PAVING TO DOORS, THRESHOLDS LANDINGSETC TO COMPLY WITH DISABLED ACCESS AS 1428

FHR

HOSETAPANTI-VANDAL BRASS HOSE COCK AT 750mm A.G.L.

EXTERNAL ON-SITE FIRE HYDRANT TO BE INSTALLEDAS PER AS 2419.1. HYDRANT TO BE DUAL HEAD ANDLOCATED AS PER AS 2419.1

MAIN DISTRIBUTION BOARD

ELECTRICAL METER BOX - REFER TO FLOOR PLAN

MAIN DISTRIBUTION FRAMEM.D.F

E.M.B

M.D.B

GROUND FLOOR - WAREHOUSE STORAGE AREAFFL 0.00 (RL 23.75)

PLUMBING:

NOTES:1. ALL RAMPS INC RAMPED UP PAVING AT DOOR

THRESHOLDS TO BE INSTALLED IN ACCORDANCEWITH AS 1428.1

WATER METER - 20mm WATER SERVICE

STORMWATER:

NOTES: BUILDER IS TO HAVE STORMWATER PIPE CAST IN FOOTING OR ALLOW TO BOX OUT AT THE FOOTINGWHERE NECESSARY TO ALLOW INSTALLATION OF ALL STORMWATER CONNECTIONS

ALL ON-SITE DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500.3 AND ANY OTHER RELEVANT STANDARDS.

RWP 3 225mm DIA RAINWATER PIPE - REFER FLOOR & ROOF PLAN

ELECTRICAL:

FIRE SERVICE:

NOTES: ALL FIRE AND EMERGENCY SYSTEMS INCLUDING HYDRANTS, HOSE REELS AND EMERGENCY LIGHTING & SIGNS TO BE BUILT AND INSTALLED IN ACCORDANCE WITH AS2419.1 & AS2293.1 AND ANY OTHER RELEVANT STANDARDS.

ALL STORMWATER SOAKWELLS TO BE 1800mm DIA x1200mm, OR A DEPTH TO MATCH INVERT PIPE, WITHHEAVY TRAFFICABLE LIDS, CONCRETE SURROUNDS &CAST IRON 600 DIA HEAVY DUTY TRAFFICABLEGRATES.

WM

W.P.D WESTERN POWER DOME LOCATION


WM

NE

W 1

00

mm

F

IR

E S

ER

VIC

E

NE

W 2

0m

m F

IR

E S

ER

VIC

E

GROUND FLOOR & FIRST FLOOR - OFFICE AREAGFL 0000 (RL 23.75)FFL 3500 (RL 27.25)

2x TEL

HYDRANT APPROX. 54.6m


(NOT LOCATED)

VACANT / SAND

223

VACANT / SAND

225

W E E D O N R O A D

NAIL

RL 23.17

EXIT EXITMANUAL OPERATED ROLLER DOOR

4m x 4.5m DOORMANUAL OPERATED ROLLER DOOR

4m x 4.5m DOOR

SITE COVERAGE

DEVELOPMENT AREAS & CAR PARKING REQUIREMENTS - (USABLE FLOOR AREA)

WAREHOUSE 1 bay /100 m 2 =m 2 @ 7.70

21.72 bays required24 bays provided

mTOTAL SITE AREA 2400 2

770.00UPPER OFFICE 1 bay /30 m 2 =m 2 @ 3.1695.00

TWO UNIT FACILITY

car bays

car bays

Scale 1:200SITE PLAN

TOTAL DEVELOPMENT SIZE 1730.00 m2

CONCRETE FLOOR FINISH

125mm CONCRETE REINFORCED SLABTO ENGINEERS SPECIFICATIONS

WAREHOUSE

770m2

UNIT 1

WAREHOUSE 1 bay /100 m 2 =m 2 @ 7.70770.00UPPER OFFICE 1 bay /30 m 2 =m 2 @ 3.1695.00

car bays

car bays

UNIT 2



WAREHOUSE

770m2

BOLBOL

2200

2000

0

1500

0

2000

022

00

3775

022

200

3775

022

200

39900

150 19725150

19725 150

150

3745

0

150

3745

0150

RWP 2RWP 2

RWP 2 RWP 2

RWP 2 RWP 2

FHRFHR

FIRE HYDRANT

W E E D O N R O A D

W.P.D

E.M.

B

M

A

I

N

E

L

E

C

T

R

I

C

A

L

C

O

N

D

U

I

T

E.M.

B

M.D.FM.D.B

M.D.FM.D.B

12728

13511

5600 6200 4800 6800 4800 6200 5600

40000

50 50

40000

50

8125 150 8125

505500 5400 5500


FROM BOUNDARY CORNERHYDRANT APPROX. 54.6m


(NOT LOCATED)

FFL 23.75FFL 23.75

TOG 23.50 TOG 23.50

TOG 23.35 TOG 23.35

RL 23.73RL 23.73

RL 23.60

RL 23.60

RL

23

.45

RL

23

.45

RL

23

.45

RL

23

.45

RL 23.40 RL 23.40

"CONC"

"CONC" "CONC"

"CONC"

RWP 1 RWP 1

UNIT 1 UNIT 2

RWP 2

RWP 2

RL 23.45RL 23.45

150

RAMP1:10 MAX

RAMP1:10 MAX

SET-OUT POINT

col. col.

landscaping of verge under control of landcorp landscaping of verge under control of landcorp

landscaping of verge under control of landcorp

RETIC RETIC

20m MAX HOSE LENGTH 60m MAX HOSE LENGTH 10m MAX

HOSE HOSE

SPRAY

FEED HYDRANT

FIRE BRIGADE PUMPINGAPPLIANCE

STREET

BOUNDARY

HARDSTAND

WATER AGENCYMAIN (b) ON-SITE HYDRANT USED AS FEED HYDRANT

450 x 450 x 450CONCRETE SURROUND

FINISHED SURFACELEVEL

FINISH CONCRETE25mm ABOVE FINISHSURFACE LEVEL

100mm DIA RISER

100mm DIA TEE

65mm DIA HYDRANTVALVE CHAIN AND CAP

100 x 65 mm REDUCER


HORIZONTAL OR SLOPINGNOT MORE THAN 35°

EXTERNAL ON-SITE FIRE HYDRANTTO BE DESIGNED & INSTALLED AS PER AS2419.1

750m

m to

120

0mm

FIRE HYDRANT DETAILSCALE 1:20

METHOD OF COMPLIANCE TO BE USEDMETHOD OF COMPLIANCE AS PER AS2419.1 SECTION 3.2.2.2

1:50 GULLY GRATE PLAN

INVERT LEVEL

1800mm x 1200mm DEEP STORMWATERSOAKWELL TO SUIT DEPTH OF DRAIN SYSTEM

PIPE SIZE VARIES

150

PRECAST CONCRETE PIT

A

ALL STORMWATER SOAKWELLS TO BE 1800mmØ x1200mm, OR A DEPTH TO MATCH INVERT PIPE, WITH

HEAVY TRAFFICABLE LIDS, CONCRETE SURROUNDS &450x450 TRAFFICABLE GRATES.

A

1200

100

450x450 TRAFFICABLE GRATEWITH 100mm RISE TO GRATE

STORMWATER NOTES & CALCULATIONS

- Lot 224 WEEDON ROAD FORRESTDALE-LOT AREA = 2300m2RUNOFF COEFFICIENT = 0.9EQUIVALENT IMPERVIOUS AREA = 2400 x 0.9 = 2160m2 - 254.33 (soft landscape)

= 1905.67m2RAINFALL INTENSITY (1 in 1 year storm, 1 hour duration) = 17.7mm/hrTOTAL RAINFALL VOLUME = 33.73m3 (inflow)SOAKWELL VOL. (1800 dai x 1200 deep) = 3.05m3SOAKWELL STORAGE PROVIDED = 3.05 x 12 (Soakwells) = 36.60m3

INFILTRATION RATE = 1.0 - 1.2m/day (Based on Geotech reports for others sites with Forrestdale Business Park)SOAKWELL EMPTYING TIME (based on argue 2004) = 23.5 - 28.2 Hours

ADDITIONAL ABOVE GROUND STORGAE = 10M3 (min)OVERFLOW CONNECTION TO COUNCIL STORMWATER SYSTEM PROVIDED.

GENERAL NOTES:

ALL STORMWATER SOADWELLS TO BE 1800mmØ x 1200mm, OR A DEPTH TO MATCH INVERT PIPE.

SITE PLAN MUST BE READ IN CONJUNCTION WITH THE DRAINAGE CONSULTANTS PLANS AND ALL RELATIVEARCHITECTURAL PLANS. ANY DISCREPANCIES MUST BE BROUGHT TO THE SUPERVISORS ATTENTIONBEFORE PROGRESSING.

LEVELS SHOWN ON SITE PLAN ARE FOR AN INDICATION ONLY. PLEASE USE FINALIZED LEVEL ON DRAINAGECONSULTANTS PLANS.

STORMWATER DRAINAGE DESIGN & CALCULATIONS HAVE BEEN DONE IN ACCORDANCE WITH COUNCILREQUIREMENTS FOR THE PROPOSED DEVELOPMENT. ALL STORMWATER DETAILS CAN BE FOUND ON THECONSULTANTS DRAWINGS

15 MPa IN-SITU MASSCONCRETE BASE ORPRECAST BASE1500 DIA HOLE IS BASE TO

ALLOW FOR DRAINAGE

CARPARK / KERB DETAILSCALE 1:20

BRICK PAVING

CONCRETE BARRIERCURBING 150X200mm 200

150

4020

0MIN

RAMP DETAILSCALE 1:20

BRICK PAVING RAMP BUILT TO A 1:8GRADIENT AS SPECIFIED INAS1428.1 TO FINISH LEVELREQUIRED TO MEET DOOR HEIGHT

COMPACTED SAND FILL

40mm BITUMEN LAID ONTOLIMESTONE FOR THECARPARK

TACTILE PAVER 300 - 350mm

FILL (SAND)

CRUSHED LIMESTONE LAID200mm MIN DEEP(COMPACTED / ROLLED)

300

4020

0MIN

BK


COMPACTED SAND FILL

FILL (SAND)


A ENGINEERING REVISIONS 20.04.2016

A102


CONSTRUCTION


DWG NO:

PROJECT No: SB-REV No: A

CHECKED BY:

DRAWN BY:

DATE:




SITE PLAN

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH

ISSUED FOR

CONSTRUCTION

A

A501

A

A501

ALL EXTERNAL GLAZING TOBE IN ACCORDANCE WITHALL RELATIVE STANDARDSAND AS PER ENERGYEFFICIENCY REPORT

MANUAL OPERATED ROLLER DOOR MANUAL OPERATED ROLLER DOOR

LINE OF UPPER OFFICE

LINE OF PANEL OVER

COMMERCIALBIN

GENERALWHEELIE BIN

920

UNIAMB

920

920

UNIAMB920

E.M.

B

E.M.

B

M.D.FM.D.B

M.D.FM.D.B



FFL 23.75

WAREHOUSE

770.00m2



FFL 23.75

WAREHOUSE

770.00m2

entry forupper office

entry forupper office

FHR

HOSETAP36M HOSE REEL TONCC REQUIREMENTS.

1283TO CL

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

BUILD

ING

TO B

E OF

FSET

50mm

FRO

M BO

UNDA

RYBU

ILDIN

G TO

BE

OFFS

ET 50

mm F

ROM

BOUN

DARY

BUILD

ING

TO B

E OF

FSET

50mm

FRO

M BO

UNDA

RYBU

ILDIN

G TO

BE

OFFS

ET 50

mm F

ROM

BOUN

DARY

BUILDING TO BE OFFSET 50mm FROM BOUNDARY BUILDING TO BE OFFSET 50mm FROM BOUNDARY

150mm CONCRETE PANELFRL 90/90/90






ALL INTERNAL WAREHOUSE RWP150mm DIA STRAPPED TO PANEL


ALL INTERNAL WAREHOUSE RWP150mm DIA STRAPPED TO PANELALL INTERNAL WAREHOUSE RWP

150mm DIA STRAPPED TO PANEL




HOSETAP

BICYCLE RACK

MAX THRESHOLDHEIGHT TOLERANCETO BE 5mm

COLORBONDPERSONAL DOOR

HOSETAP

BICYCLE RACK


COLORBONDPERSONAL DOOR


RAMP

1:10

MAX

RAMP

1:10

MAX

ENTRY DOOR TO BE A CLEAROPENING SPACE OF 920mmMIN ONE SIDE

ENTRY DOOR TO BE ACLEAR OPENING SPACE OF920mm MIN ONE SIDEMAX THRESHOLD

HEIGHT TOLERANCETO BE 5mm

FLUSH TRANSITION TOSHARED BAY TO ALLOWSMOOTH MOVEMENT TOACCESS PATHWAY

FLUSH TRANSITION TOSHARED BAY TO ALLOWSMOOTH MOVEMENT TOACCESS PATHWAY

SELF CLOSING DOORS TOALL TOILET WITH PUSH /PULL HANDLES & SNIB

SELF CLOSING DOORS TOALL TOILET WITH PUSH /PULL HANDLES & SNIB

ROLLER DOOR TO OPENING.4M WIDE BY 4.5M HIGH. FINALSIZE OF OPENING DEPENDENTON TRACKING

ACCESSIBLE ANDAMBULANT TOILET TOCOMPLY TOA.S.1428.1-20093

WATER/SEWER/WASTE PIPEPROVISIONS TO BE RUN INTOCEILING AREA TO ALLOW FORFUTURE CONNECTION OFAMENITIES TO UPPER LEVEL &DRAIN FOR AIR-CON UNITS

ROLLER DOOR TO OPENING.4M WIDE BY 4.5M HIGH. FINALSIZE OF OPENING DEPENDENTON TRACKING

ACCESSIBLE ANDAMBULANT TOILET TOCOMPLY TOA.S.1428.1-20093

WATER/SEWER/WASTE PIPEPROVISIONS TO BE RUN INTOCEILING AREA TO ALLOW FORFUTURE CONNECTION OFAMENITIES TO UPPER LEVEL &DRAIN FOR AIR-CON UNITS




3250

825

FK

FK

FK

FK

BK BK

BKBK

BK BK

BK BK

BK BKBK

BKBKBK

RAMP 1:10 MAX RAMP 1:10 MAX LINE OF AWNINGABOVE

LINE OF AWNINGABOVE


920 920920920

920 920

EXITEXIT

FOR

FURT

HER

DET

AILS

REFE

R TO

PLA

N A7

02

FOR

FURT

HER

DET

AILS

REFE

R TO

PLA

N A7

02ALL EXTERNAL GLAZING TOBE IN ACCORDANCE WITHALL RELATIVE STANDARDSAND AS PER ENERGYEFFICIENCY REPORT

39900

3775

022

0050

00

4495

0

150

3745

0150

150

4850

150

2050

1500

4000

32150

3775

022

0050

00

4495

0

150

3745

0150

150

4850

150

2050

1500

4000

5119

32150

39900

15019725150

19725150

675040001000261027302785

150

6750 4000 1000 2610 2730 2785

11750 5500 1625 117505500

11600150 5515

1500

11600 150

1500

LINE OF UPPER OFFICE

LINE OF PANEL OVER

COMMERCIALBIN

GENERALWHEELIE BIN

FHR

HOSETAP36M HOSE REEL TONCC REQUIREMENTS.

1283TO CL

150

2081

150

150

2081

150

5119

2381

701199

9036

9070

287

910

2381

701199

90

3690

70

287

910920

BOLBOL

col.

col.

3250

825

OVERHEAD PANEL TO BE SEATED ONBIN STORE PANEL. OVERHEAD PANELTO BE CONTINUOUS BETWEEN EACHUNIT WITH DIVIDING WALL TO BEDESIGNED TO SUPPORT.

5515

16252150


tactiles

tactiles

sign sign

NOTES FIRE HAZARD PROPERTIES OF ALL

EXTERNAL LININGS MUST COMPLYWITH SPECIFICATION C1.10

550

550

GENERAL NOTES

ALL ROLLER SHUTTERS/DOORS TO BE SIZED AND OPERATED AS MARKED IN COLORBOND COLOURFINISH. CLEAR OPENING DEPENDENT UPON SIDE TRACK FIXING.

SUSPENDED T-BAR CEILING SYSTEM @ 2700 AFL WITH INSULATION AND MINERAL FIBRE TILES TOALL OFFICE AREAS

SUSPENDED T-BAR CEILING SYSTEM @ 2700 AFL WITH INSULATION AND VINYL FACED TILES TO ALLAMENITIES

ALL ARTIFICIAL LIGHT & POWER INSTALLED IN ACCORDANCE WITH BCA INCLUDING TIMER SWITCHES& MOTION DETECTORS (IF INSTALLED BY OWNER)

ALL HOT WATER SUPPLY SYSTEMS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITHSECTION 8 OF AS 3500.4

ALL AIR-CONDITIONING SYSTEMS INSTALLED MUST NOT EXCEED 15W/m² & MUST MEET THEREQUIREMENTS OF PART J5 & AS1668.1 AND AS/NZS 3666.1 AIR-CONDITIONING AND VENTILATIONSYSTEMS OF THE BCA AND CERTIFIED BY A QUALIFIED MECHANICAL CONSULTANT

ALL EGRESS LATCH HARDWARE TO BE NOMINATED AS SINGLE HAND ACTION LEVERS LOCATEDBETWEEN 900MM AND 1100MM IN ACCORDANCE WITH D2.21 OF THE BCA.

ALL EMERGENCY LIGHTING ITO BE INSTALLED IN ACCORDANCE WITH AS 2293.1 AND ANY RELATIVEBCA REGULATIONS, INCLUDING ALL EXIT SIGNAGE

ALL MECHANICAL VENTILATION TO OFFICE AND SANITARY FACILITIES TO BE DESIGNED ANDINSTALLED TO MEET AS1668.1 AND AS3666.1

ALL SANITARY FACILITIES TO HAVE SIGNAGE IN ACCORDANCE WITH AS1428.1 WITH BRAILE ANDTACTILES RAISED AS PER SECTION D3.6.

ALL FIRE AND EMERGENCY SYSTEMS INCLUDING HYDRANTS, HOSE REELS AND EMERGENCYLIGHTING & SIGNS TO BE BUILT AND INSTALLED IN ACCORDANCE WITH AS2419.1 & AS2293.1 ANDANY OTHER RELEVANT STANDARDS.

ALL ON-SITE DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500.3 AND ANY OTHERRELEVANT STANDARDS.

ALL RAMPS INC RAMPED UP PAVING AT DOOR THRESHOLDS TO BE INSTALLED IN ACCORDANCEWITH AS 1428.1

TACTILES AND HAZARD INDICATORS NEED TO BE INSTALLED AS PER AS 1428.1 AND ANY OTHERASSOCIATED SECTION GOVERNING THE REQUIREMENTS FOR LOCATION AND INSTALLATION

Scale 1:100GROUND FLOOR PLAN

A ROOF AND CEILING FORMING PART OF THE BUILDING ENVELOPEWILL COMPLY WITH TABLE J1.3A AND J1.3B TO ACHIEVE THER-VALUE REQUIRED.




ALL EXTERNAL WALLS FORMING THE BUILDING ENVELOPE WILLACHIEVE THE MINIMUM R-VALUE REQUIRED AS PER J1.5 BCA VOL 1.




90mm GYPROCK WALL LINED, WITH INSULATED CAVITY

GYPROCK WALL LINING ON FURRING CHANNELS WITHINSULATION TO EXTERNAL WALLS OF OFFICE(CONTINUE ACROSS THE ENTIRE WALL WHEREAPPLICABLE)

1200HT WALL MOUNTED TYPE CLASS 'ABE' 5KG FIREEXTINGUISHER IN ACCORDANCE WITH AS 2444. WITHIN4m TRAVEL DISTANCE FROM EXIT***SUPPLIED BY OWNER***

LEGEND

BOL







FHR



ELECTRICAL METER BOX


E.M.B

M.D.B

GROUND FLOOR - WAREHOUSE AREAFFL 0000 (RL 24.10)


PLUMBING:




NEW FIRE SERVICE 100mm TO BE PROVIDED TO LOT

STORMWATER:



ELECTRICAL:

FIRE SERVICE:



WM

EXIT

FK

SMK

BK

FLUSH CONCRETE KERB WITH

SEMI MOUNTABLE CONCRETE KERB

NON MOUNTABLE CONCRETE BARRIER KERB

175

250

10

STAIR TREADSSCALE 1:20

A201


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




GROUND FLOOR PLAN

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH

20.06.2016ENGINEERING REVISIONSA

ENERGY EFFICIENCY NOTES"R-VALUE REQUIREMENTS FOR FACILITY"

"GLAZING REQUIREMENTS FOR FACILITY"

ISSUED FOR

CONSTRUCTION

WAREHOUSE

AREA BELOW

SEE A201 FOR FURTHER DETAILS

A

A501

A

A501

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

RWP 2

BUILD

ING

TO B

E OF

FSET

50mm

FRO

M BO

UNDA

RYBU

ILDIN

G TO

BE

OFFS

ET 50

mm F

ROM

BOUN

DARY

BUILD

ING

TO B

E OF

FSET

50mm

FRO

M BO

UNDA

RYBU

ILDIN

G TO

BE

OFFS

ET 50

mm F

ROM

BOUN

DARY

BUILDING TO BE OFFSET 50mm FROM BOUNDARY BUILDING TO BE OFFSET 50mm FROM BOUNDARY

STAIRS TO BE BUILT INACCORDANCE RELATIVEBCA & AS, ALSO COMPLYWITH LOCAL COUNCILREGULATIONS


WAREHOUSE

AREA BELOW

SEE A201 FOR FURTHER DETAILS

OFFICE

FFL 27.25

95.00m2OFFICE

FFL 27.25

95.00m2

EXITEXIT

sill height 900mm afl

RWP 2

12710

450

450 113001640045011300

39900

FRIDGERECESS

FRIDGERECESS

100018001000 1800

sill h

eight

900m

m afl

sill h

eight

900m

m afl

sill height 900mm afl

sill h

eight

900m

m afl

sill h

eight

900m

m afl

sill height 900mm afl sill height 900mm afl sill height 900mm afl sill height 900mm afl

600

600

6550

600

600

600

6550

600

150

3200

150

3200

600150

5260

701227

0150

150 5075 2550 350

150

350 2550 5075 150

8125 8125

16100

12710

450

150

3200

150

3200

600150

5262

701234

0150

150

70 7835 70

150

70 7835 70

150

6475 1500 1500 6475

70 6405 1430 70 706405143070

701227

0

701227

0

6050 925 2150 925 6050

DUCT TO BE CONSTRUCTED TO COVERFLUME PIPE VENTED TO NATURAL AIR

tactiles tactiles



GENERAL NOTES

ALL ROLLER SHUTTERS/DOORS TO BE SIZED AND OPERATED AS MARKED IN COLORBOND COLOURFINISH. CLEAR OPENING DEPENDENT UPON SIDE TRACK FIXING.

SUSPENDED T-BAR CEILING SYSTEM @ 2700 AFL WITH INSULATION AND MINERAL FIBRE TILES TOALL OFFICE AREAS

SUSPENDED T-BAR CEILING SYSTEM @ 2700 AFL WITH INSULATION AND VINYL FACED TILES TO ALLAMENITIES

ALL ARTIFICIAL LIGHT & POWER INSTALLED IN ACCORDANCE WITH BCA INCLUDING TIMER SWITCHES& MOTION DETECTORS (IF INSTALLED BY OWNER)

ALL HOT WATER SUPPLY SYSTEMS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITHSECTION 8 OF AS 3500.4

ALL AIR-CONDITIONING SYSTEMS INSTALLED MUST NOT EXCEED 15W/m² & MUST MEET THEREQUIREMENTS OF PART J5 & AS1668.1 AND AS/NZS 3666.1 AIR-CONDITIONING AND VENTILATIONSYSTEMS OF THE BCA AND CERTIFIED BY A QUALIFIED MECHANICAL CONSULTANT

ALL EGRESS LATCH HARDWARE TO BE NOMINATED AS SINGLE HAND ACTION LEVERS LOCATEDBETWEEN 900MM AND 1100MM IN ACCORDANCE WITH D2.21 OF THE BCA.

ALL EMERGENCY LIGHTING ITO BE INSTALLED IN ACCORDANCE WITH AS 2293.1 AND ANY RELATIVEBCA REGULATIONS, INCLUDING ALL EXIT SIGNAGE

ALL MECHANICAL VENTILATION TO OFFICE AND SANITARY FACILITIES TO BE DESIGNED ANDINSTALLED TO MEET AS1668.1 AND AS3666.1

ALL SANITARY FACILITIES TO HAVE SIGNAGE IN ACCORDANCE WITH AS1428.1 WITH BRAILE ANDTACTILES RAISED AS PER SECTION D3.6.

ALL FIRE AND EMERGENCY SYSTEMS INCLUDING HYDRANTS, HOSE REELS AND EMERGENCYLIGHTING & SIGNS TO BE BUILT AND INSTALLED IN ACCORDANCE WITH AS2419.1 & AS2293.1 ANDANY OTHER RELEVANT STANDARDS.

ALL ON-SITE DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500.3 AND ANY OTHERRELEVANT STANDARDS.

ALL RAMPS INC RAMPED UP PAVING AT DOOR THRESHOLDS TO BE INSTALLED IN ACCORDANCEWITH AS 1428.1

TACTILES AND HAZARD INDICATORS NEED TO BE INSTALLED AS PER AS 1428.1 AND ANY OTHERASSOCIATED SECTION GOVERNING THE REQUIREMENTS FOR LOCATION AND INSTALLATION

A ROOF AND CEILING FORMING PART OF THE BUILDING ENVELOPEWILL COMPLY WITH TABLE J1.3A AND J1.3B TO ACHIEVE THER-VALUE REQUIRED.




ALL EXTERNAL WALLS FORMING THE BUILDING ENVELOPE WILLACHIEVE THE MINIMUM R-VALUE REQUIRED AS PER J1.5 BCA VOL 1.




90mm GYPROCK WALL LINED, WITH INSULATED CAVITY

GYPROCK WALL LINING ON FURRING CHANNELS WITHINSULATION TO EXTERNAL WALLS OF OFFICE(CONTINUE ACROSS THE ENTIRE WALL WHEREAPPLICABLE)


LEGEND

BOL







FHR





E.M.B

M.D.B

GROUND FLOOR - WAREHOUSE AREAFFL 0000 (RL 24.10)


PLUMBING:




NEW FIRE SERVICE 100mm TO BE PROVIDED TO LOT

STORMWATER:



ELECTRICAL:

FIRE SERVICE:



WM

EXIT

FK

SMK

BK




175

250

10

STAIR TREADSSCALE 1:20

Scale 1:100UPPER FLOOR PLAN

A202


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




UPPER FLOOR PLAN

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH


ENERGY EFFICIENCY NOTES"R-VALUE REQUIREMENTS FOR FACILITY"

"GLAZING REQUIREMENTS FOR FACILITY"

ISSUED FOR

CONSTRUCTION

PERSONAL ACCESS DOOR TO BEFINISHED IN COLORBOND TO MATCHROLLER DOOR

ROLLER DOOR TO OPENING. 4M WIDEBY 4.5M HIGH. FINAL SIZE OFOPENING DEPENDENT ON TRACKING

50mm FEATURE REBATESCAST INTO PANEL

PAINT FINISH TO FACTORY WALLS WHEREAPPLICABLE **excluding boundary walls

FRAMED FEATURE PANELLING TOBE CLAD WITH CFC OR SIMILAR

ALL EXTERNAL GLAZING TO BE IN ACCORDANCE WITHALL RELATIVE STANDARDS AND AS PER ENERGYEFFICIENCY REPORT

AWNING TO BE CLAD WITHCOLORBOND FLASHING AND CUSTOMORB SHEETING TO SOFIT

STANDARD SHOPFRONT GLAZINGWITH SLIM-LINE FRAMES, GLASSTO SIT CLOSE TO FRAME EDGE ONEXTERNAL FACE.

ENTRY DOOR TO BE ACLEAR OPENING SPACE OF920mm MIN ONE SIDE

FINISH LINE OF ROOF BEHIND

1:100 SOUTH - EAST ELEVATION(STREET ELEVATION)


RL 4.500m

FFL

GFL

CL

RL 0.000m

RL 3.500m

FFL

GFL

CL

RL 0.000m

RL 3.500m

RL 4.500m

CL

BY FUTURE APPLICATIONBY FUTURE APPLICATION

RL 8.753m

RL 7.877m

PERSONAL ACCESS DOOR TO BEFINISHED IN COLORBOND TO MATCHROLLER DOOR

50mm FEATURE REBATESCAST INTO PANEL


SHADING PANELS TO FRONT FACADE


RL 7.877m

RL 8.153m


LOCATION OF TRUSSES BEHIND CLADDING

CFC LINING TO UNDERSIDE OFSUSPENDED. TO FINISH FLUSH WITHFEATURE CLADDING OF FACADE.

LEIGHTWEIGHT FRAMING TO BE CONSTRUCTED BYSTEELWORK CONTRACTORS TO ALL INSTALLATION OFFURRING CHANNELS WITH CFC TO BE DIRECTLY FIXED.

ENTRY DOOR TO BE ACLEAR OPENING SPACE OF920mm MIN ONE SIDE

TRUSS TO BE INSTALLED FLUSH WITH OUTSIDE OFTILT PANEL FACE TO ALLOW FURRING CHANNELS TOCONTINUE ON PANEL AND INSTALL CFC ALONG FACE.



ROOF TO BE ZINCALUME FINISH 'TRIMDEK' OR SIMILAR APPROVEDEQUIVALENT.

WALLS GENERALLY TO BE 150mm THICK PRECAST CONCRETE PANELS TOENGINEERS DETAIL

MAIN EXTERNAL WALLS TO BE PAINTED IN A DULUX GREY/BROWN TEXTURE OFFICE FEATURE PANEL TO BE PAINTED IN DULUX BLUE & RED FEATURE CLADDING TO BE PAINTED IN DULUX GREY OR WHITE ROLLER DOORS TO BE A DULUX GREY COLORBOND FINISH. WINDOW & DOOR FRAMES TO BE A DULUX GREY COLOURED TO MATCH

ROLLER DOOR FINISH. COLOURS SHOWN ON ELEVATIONS ARE FOR ILLUSTRATION PURPOSES

ONLY, AND MAY DIFFER FROM THE FINAL COLOUR.

FINISHES

NOTES:

GENERAL NOTES

ALL RL LEVELS ARE TO BE TAKEN FROM FINISHED FLOOR LEVEL UNLESSOTHERWISE INSTRUCTED BY SITE SUPERVISOR.

ALL ROLLER SHUTTERS TO BE 4500 HIGH x 5000 WIDE COLORBOND FINISH .CLEAR OPENING DEPENDENT UPON SIDE TRACK FIXING. DOORS TO BEMOTORIZED.

ALL MECHANICAL VENTILATION TO OFFICE AND SANITARY FACILITIES TO BEDESIGNED AND INSTALLED TO MEET AS1668.1 AND AS3666.1

SUSPENDED T-BAR CEILING SYSTEM @ 2900 AFL WITH INSULATION TO ALLOFFICE AREAS

FLUSH CORNICE GYPROCK CEILING TO ALL AMENITIES

ACCESS & EGRESS

ALL EGRESS LATCH HARDWARE TO BE NOMINATED AS SINGLE HANDACTION LEVERS LOCATED BETWEEN 900MM AND 1100MM IN ACCORDANCEWITH D2.21 OF THE BCA.

ALL SANITARY FACILITIES TO HAVE SIGNAGE IN ACCORDANCE WITHAS1428.1 WITH BRAILE AND TACTILES RAISED AS PER SECTION D3.6.

ALL RAMPS INC RAMPED UP PAVING AT DOOR THRESHOLDS TO BEINSTALLED IN ACCORDANCE WITH AS 1428.1

PLUMBING, STORMWATER & FIRE

ALL FIRE AND EMERGENCY SYSTEMS INCLUDING HYDRANTS, HOSE REELSAND EMERGENCY LIGHTING & SIGNS TO BE BUILT AND INSTALLED INACCORDANCE WITH AS2419.1 & AS2293.1 AND ANY OTHER RELEVANTSTANDARDS.

ALL ON-SITE DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500.3AND ANY OTHER RELEVANT STANDARDS.

ROOF TO BE FLASHED WITH ZINCALUME APRONS AND COLORBONDCAPPING IN ACCORDANCE WITH THE RELATIVE BCA AND AUSTRALIANSTANDARDS.

600 WIDE x 150 DEEP (MIN) x 0.6mm BMT ZINCALUME BOX GUTTER. SUPPORTON SPANDEK ON PURPOSE MADE GALV. SADDLES AT 750 CENTRES TOWAREHOUSE ONLY.

250 WIDE x 100 DEEP (MIN) x 0.6mm BMT ZINCALUME BOX GUTTER SUPPORTON SPANDEK ON PURPOSE MADE GALV. SADDLES AT 750 CENTRES TOAWNINGS ONLY.

ELECTRICAL

ALL ARTIFICIAL LIGHT & POWER INSTALLED IN ACCORDANCE WITH BCAINCLUDING TIMER SWITCHES & MOTION DETECTORS (IF INSTALLED BYOWNER)

ALL HOT WATER SUPPLY SYSTEMS ARE REQUIRED TO BE INSTALLED INACCORDANCE WITH SECTION 8 OF AS 3500.4

ALL AIR-CONDITIONING SYSTEMS INSTALLED MUST NOT EXCEED 15W/m² &MUST MEET THE REQUIREMENTS OF PART J5 & AS1668.1 AND AS/NZS 3666.1AIR-CONDITIONING AND VENTILATION SYSTEMS OF THE BCA AND CERTIFIEDBY A QUALIFIED MECHANICAL CONSULTANT

ALL EMERGENCY LIGHTING ITO BE INSTALLED IN ACCORDANCE WITH AS2293.1 AND ANY RELATIVE BCA REGULATIONS, INCLUDING ALL EXITSIGNAGE

1:100 NORTH - WEST ELEVATION(REAR ELEVATION)

BOUNDARY CONCRETE PANEL TO BE FINISHED IN FLAT PAINT


BOUNDARY CONCRETE PANEL TO BE FINISHED IN FLAT PAINT


FINAL PANEL HEIGHT TO BE 150mm ABOVE FINALROOF HEIGHT ALONG BACK AND SIDEBOUNDARIES AS SHOWN. REFER TO RELATIVEELEVATION FOR FURTHER DETAILS

RIDGE VENTS USED TO ACQUIRENATURAL VENTILATION TOWAREHOUSE AREA. 400mm THROATSIZE TO BE USED, WIDTH DEPENDINGON MANUFACTURES SPECIFICATION


A301


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




ELEVATIONS

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH


ISSUED FOR

CONSTRUCTION

1:100 SOUTH - WEST ELEVATION(LEFT BOUNDARY)


BOUNDARY CONCRETE PANEL TO BE FINISHED IN FLAT PAINT150mm CONCRETE PANEL

FRL 90/90/90150mm CONCRETE PANEL

FRL 90/90/90

RL 0.000m

FFL

CL

RL 3.500m

2650

850

CL

2650




RL 8.153m

RL 8.753m

RL 7.361m RL 7.361m







RIDGE VENTS USED TO ACQUIRENATURAL VENTILATION TO

WAREHOUSE AREA. 400mm THROATSIZE TO BE USED, WIDTH DEPENDING

ON MANUFACTURES SPECIFICATION

BOUNDARY CONCRETE PANEL TO BE FINISHED IN FLAT PAINT150mm CONCRETE PANEL

FRL 90/90/90150mm CONCRETE PANEL

FRL 90/90/90

RL 0.000m

FFL

CL

RL 3.500m

2650

850

CL

2650

1:100 NORTH - EAST ELEVATION(RIGHT BOUNDARY)




RL 8.153m

RL 8.753m

RL 7.361m RL 7.361m












FINISHES

NOTES:

GENERAL NOTES






ACCESS & EGRESS










ELECTRICAL





A302


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




ELEVATIONS

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH


ISSUED FOR

CONSTRUCTION

3° FALL 3° FALLLINE

OF R

IDGE

TO

WAR

EHOU

SE

3° FALL 3° FALLLINE

OF R

IDGE

TO

WAR

EHOU

SE

EQ30

0

6OO x 600 x 150 RAINHEADSUMPS DISCHARGING TO150 DIA DOWNPIPES.

EQ30

0

EQ30

0


EQ30

0


TRANSLUCENT ROOF LITE


















'TRIMDEK' OR SIMILAR APPROVEDROOF CLADDING FIXED TOMANUFACTURERSRECOMMENDATIONS OVER 50mmTHICK 'ANTICON' BLANKET.ROOF PITCH TO BE 3°(i.e 90mm RISE PER METRE RUN)




3920

1000

955 1275 3920 9551275

1000

ROOF HATCH TO BE INSTALLED ROOF HATCH TO BE INSTALLED

ROOF ANCHOR LOCATION




RIDG

E VE

NT -

400m

m TH

ROAT

RIDG

E VE

NT -

400m

m TH

ROAT

RIDG

E VE

NT -

400m

m TH

ROAT

RIDG

E VE

NT -

400m

m TH

ROAT

ROOF TO BE ZINCALUME FINISH 'TRIMDEK' OR SIMILAR APPROVEDEQUIVALENT. TRIMDEK 0.48mm ZINCALUME TO BE FIXED VIA CORROSIVERESISTANT SELF DRILLING TECH SCREWS.

50mm ANTICON ON GALV SAFETY MESH TO COMPLETE ROOF INCLUDINGAREAS WHERE TRANSLUCENT ROOF SHEETING IS SHOWN TO A.S.1530.1

ALL TRANSLUCENT ROOF SHEETS TO BE OPAL WHITE POLYCARBONATETO MATCH DECKING PROFILE. FIXED VIA CORROSIVE RESISTANT SELFDRILLING TECH SCREWS.

ALL VISIBLE FLASHINGS, CAPPING ETC SHALL TO BE COLORBOND,REMAINDER TO BE ZINCALUME.

MINIMUM MATERIAL THICKNESS TO BE 0.48mm

BOX GUTTERS TO BE 0.6mm THICK ZINCALUME

FLASHINGS MUST COMPLY WITH AS 2179.1

IMPORTANT NOTE:

FIX ALL MATERIALS IN ACCORDANCE TO MANUFACTURERS RECOMMENDATIONS

KEEP ROOF FREE OF SWARF DURING INSTALLATION - ROOF MUSTBE SWEPT DOWN AT THE END OF EACH WORKING DAY UNTIL COMPLETE. ALL SWARF TO BE REMOVED FROM DECKING AND GUTTERS.

ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH OCCUPATIONAL SAFETY AND THE HEALTH ACT 1984 AND THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS 1996


600 WIDE x 150 DEEP (MIN) x 0.6mm BMT ZINCALUME BOX GUTTER.SUPPORT ON SPANDEK ON PURPOSE MADE GALV. SADDLES AT 750CENTRES TO WAREHOUSE ONLY.

BOUNDARY PANELS TO BE 150mm ABOVE FINISHED ROOF HT.


GUTTERS TO HAVE POSITIVE FALL TO SUMPS/DOWNPIPES

SUPPORT ALL GUTTERS AND DOWNPIPES ADEQUATELY

USE DECKTITES TO PENETRATIONS WHERE PRACTICAL

PURPOSE MADE COLLARS ETC SHALL BE OF SIMILAR MATERIAL TO THATOF THE PENETRATION

PROVIDE ALL HARNESS ANCHOR POINT, SCAFFOLD ETC THAT MAY BEREQUIRED

AIR-CONDITIONING TUNDISHES TO BE INSTALLED, FINAL LOCATION TO BECONFIRMED PRIOR TO INSTALLATION. ENSURE ALL LINES HAVE THE FALLAND CONNECT ALL LINES TO SEWER.

ROOFING NOTES:

FINISHES

Scale 1:100ROOF PLAN

TYPICAL DOWNPIPE JOINER DETAILSCALE 1:20

150mm THICK CONC. TILT PANEL WALLS TO STRUCTURALENGINEERS DETAIL. FRL 90/90/90. UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.

DELAYED POUR STRIP

CONCRETE FOOTINGS ANDSLAB ON GROUND TOENGINEERS DETAILS.PROVIDE 0.2mm THICKPOLYTHENE UNDERLAY TOCOMPLETE SLAB.

ALL CONCRETE TO BEREINFORCED TO ENGINEERSSPECIFICATIONS

CONCRETE FOOTING AS PERENGINEERS SPECIFICATIONS

BOUN

DARY

LINE

GL

GFL

150mm RWP DOWNPIPE

150mm PVC JOINER TO BE INSTALLED TOSEPERATE DOWNPIPE ATTACHMENT.CENTRE OF JOINER TO BE AT FINISHFLOOR LEVEL

TOP JOINER TO BE UNGLUED

7575 15

0

150mm RWP DOWNPIPE

BOTTOM JOINER TO BE GLUED

COLORBOND CAPPING

600 WIDE x 150 DEEP (MIN) x 0.6mm BMTZINCALUME BOX GUTTER. SUPPORT ONSPANDEK ON PURPOSE MADE GALV.SADDLES AT 750 CENTRES.

BOTTOM OF STEEL AT WALL LINE

TOP OF WALL PANEL

REFER TO STRUCTURAL ENGINEERSDRAWINGS FOR STEELWORK

6OO x 600 x 150 RAINHEAD SUMPSDISCHARGING TO 150Ø DOWNPIPES.

'TRIMDEK' OR SIMILAR APPROVED ROOFCLADDING FIXED TO MANUFACTURERSRECOMMENDATIONS OVER 50mm THICK'ANTICON' BLANKET.

ROOF PITCH TO BE 3°(i.e 90mm RISE PER METRE RUN)

150mm THICK CONC. TILT PANEL WALLS TOSTRUCTURAL ENGINEERS DETAIL. FRL90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.

BOX GUTTER DETAILSCALE 1:20

A401


CONSTRUCTION


DWG NO:

PROJECT No: SB140514REV No: -

CHECKED BY:

DRAWN BY:

DATE:




ROOF PLAN

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH

ISSUED FOR

CONSTRUCTION

CLEAN COMPACT FILL

CONCRETE PANEL TO HAVE A BASEOFFSET OF 200mm BELOW GROUNDFLOOR LEVEL

BUILDING TO BE OFFSET25mm FROM BOUNDARY ALL CONCRETE TO BE REINFORCED

TO ENGINEERS SPECIFICATIONS

TYP

A701

150mm THICK CONC. TILT PANELWALLS TO STRUCTURALENGINEERS DETAIL. FRL 90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.

CONCRETE TILT-UP WALLPANELS TO ENGINEERSDETAILS

ALL INTERNAL WAREHOUSERWP 150mm DIA STRAPPED TOPANEL


6OO x 600 x 150 RAINHEADSUMPS DISCHARGING TO150Ø DOWNPIPES.

600 WIDE BOX GUTTER

COLOURBOND FLASHINGS 'TRIMDEK' AR SIMILAR APPROVED ROOFCLADDING FIXED TO MANUFACTURERSRECOMMENDATIONS OVER 50mm THICK'ANTICON' BLANKET.


CONCRETE FINISH TO INTERNAL WAREHOUSE WALLS

WAREHOUSE



CLEAN COMPACT FILL

GFL

APPROX BOTTOM OF STEEL

TOP OF WALL PANEL (SIDE)

6500 A.F.L(TO UNDERSIDE OF BEAM ON THE INTERNAL PANEL FACE)

REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR STEELWORK DETAILS


7361 A.F.L

CLEAN COMPACT FILL

REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR STEELWORK DETAILS

ALL CONCRETE TO BE REINFORCEDTO ENGINEERS SPECIFICATIONSCONCRETE FLOOR FINISH

CLEAN COMPACT FILL

1:50 SECTION A-A

6500

861

7017

6OO x 600 x 150 RAINHEADSUMPS DISCHARGING TO150Ø DOWNPIPES.

600 WIDE BOX GUTTER

COLOURBOND FLASHINGS 'TRIMDEK' AR SIMILAR APPROVED ROOFCLADDING FIXED TO MANUFACTURERSRECOMMENDATIONS OVER 50mm THICK'ANTICON' BLANKET.


RL 4.500m






FINISHES

NOTES:

GENERAL NOTES






ACCESS & EGRESS










ELECTRICAL





CLEAN COMPACT FILL UNDERSLAB ANDFOOTING AS PER ENGINEERS &GEOTECHNICAL REPORT DETAILS

TYPICAL FOOTING/SLAB DETAIL 1SCALE 1:20

150mm THICK CONC. TILT PANEL WALLS TOSTRUCTURAL ENGINEERS DETAIL. FRL 90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.

DELAYED POUR STRIP TO SLAB IN WAREHOUSE.SERVICES AND OTHER PROVISIONS TO BE LAYED ININFILL PRIOR TO CONCRETE. THREADEDREINFORCEMENT BAR TIED INTO PANEL WITH MESHAND DOWEL TO LOCK FLOOR AND WALL TOGETHER.




600MIN WIDTH EXT WALLS

BOUN

DARY

LINE

GFL

GL


GALVANISED PLATES AS SPECIFIED BYENGINEERS DETAILS

PANEL JOINTS TO BE SEALEDWITH MASTIC SEALANT &SUPPORTED BY BACKINGRODS



GALVANISED PLATES ASSPECIFIED BY ENGINEERSDETAILS

TYPICAL PANEL JOINT DETAILSSCALE 1:20TYPICAL DOWNPIPE JOINER DETAIL

SCALE 1:20


DELAYED POUR STRIP




BOUN

DARY

LINE

GL

GFL

150mm RWP DOWNPIPE



7575 15

0

150mm RWP DOWNPIPE


A ENGINEERING REVISIONS 20.04.2016

A501


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




SECTION A-A

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH

ISSUED FOR

CONSTRUCTION




DELAYED POUR STRIP TO SLAB IN WAREHOUSE.SERVICES AND OTHER PROVISIONS TO BE LAYED ININFILL PRIOR TO CONCRETE. THREADEDREINFORCEMENT BAR TIED INTO PANEL WITH MESHAND DOWEL TO LOCK FLOOR AND WALL TOGETHER.




600MIN WIDTH EXT WALLS

BOUN

DARY

LINE

GFL

GL

150


BRICK PAVING


150

200

MIN

THRESHOLD DETAILSCALE 1:20

BRICK PAVING RAMP BUILTTO A MAX 1:10 GRADIENT ASSPECIFIED IN AS1428.1

COMPACTED SAND FILL

FLUSH CONCRETE KERBING

FILL (SAND)


200

150

200

MIN

BK


COMPACTED SAND FILL

FILL (SAND)

150mm LAID ONTOLIMESTONE FOR THECARPARK

150mm LAID ONTO LIMESTONEFOR THE CARPARK


GALVANISED PLATES AS SPECIFIED BYENGINEERS DETAILS




GALVANISED PLATES ASSPECIFIED BY ENGINEERSDETAILS

TYPICAL PANEL JOINT DETAILSSCALE 1:20 INTERNAL WALL LINING

SCALE 1:20

FURRING CHANNELS

INSULATION

GYPROCK LINING 10MM

WALL CLIPS FOR FURRINGCHANNELS


70mm MAX

50

12

PANEL RECESS DETAILSCALE 1:10

1:50 GULLY GRATE PLAN

INVERT LEVEL

1800mm x 1200mm DEEP STORMWATERSOAKWELL TO SUIT DEPTH OF DRAIN SYSTEM

PIPE SIZE VARIES

150

PRECAST CONCRETE PIT

A

ALL STORMWATER SOAKWELLS TO BE 1800mmØ x1200mm, OR A DEPTH TO MATCH INVERT PIPE, WITH

HEAVY TRAFFICABLE LIDS, CONCRETE SURROUNDS &450x450 TRAFFICABLE GRATES.

A

1200

100

450x450 TRAFFICABLE GRATEWITH 100mm RISE TO GRATE

15 MPa IN-SITU MASSCONCRETE BASE ORPRECAST BASE1500 DIA HOLE IS BASE TO

ALLOW FOR DRAINAGE

COLORBOND CAPPING

600 WIDE x 150 DEEP (MIN) x 0.6mm BMTZINCALUME BOX GUTTER. SUPPORT ONSPANDEK ON PURPOSE MADE GALV.SADDLES AT 750 CENTRES.

BOTTOM OF STEEL AT WALL LINE

TOP OF WALL PANEL






BOX GUTTER DETAILSCALE 1:20

AWNING DETAILSCALE 1:10

150mm THICK CONC. TILT PANEL WALLSTO STRUCTURAL ENGINEERS DETAIL.FRL 90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.

280

200 WIDE BOX GUTTER TO SERVICEAWNING. DISCHARGED TO A 100 DIA RAINWATER PIPE

C 100 PURLINS BETWEEN STEEL OUTRIGGERSFIXED TO CLEATS TO SUPPORT ROOF SHEETING.PITCH TO BE SUFFICIENT TO ALLOW WATERFLOW TO BOX GUTTER

CUSTOM ORB SHEETING

CUSTOM ORB SHEETING FIXED TO FURRINGCHANNELS

COLORBOND FLASHING TO FRONT OFAWNING.

C 250 PURLIN TO FRONT OF AWNING

STEEL PLATE FIXED TO CONCRETE PANEL TOSUPPORT C PURLINS OF AWNING

TOP OF ROLLER DOOR OPENING 4.500 A.F.L

DETAILSCALE 1:20

150


150Ø DOWNPIPE TO BE FIXED TO THECONCRETE PANEL

4500 HIGH x 4000 WIDE COLORBOND FINISHROLLER DOOR. CLEAR OPENING DEPENDENTUPON SIDE TRACK FIXING.




COLORBOND CAPPING

TOP OF PANEL 8.930 A.F.L

A107

3


65 DIA SPIGGOT WELDED TO BEAM

10mm CAP PLATE

65 DIA x 12mm ROD EYELET

BEAM AS PER ENGINEERSDRAWINGS

100

MINIMUM 100mm ABOVETOP OF ROOF SHEET

ROOF SHEETING

TYPICAL ROOF SAFETY ANCHORSCALE 1:20

ROOFERS TO PROVIDE DECKTITEFITTING AROUND ANCHOR

200200



DELAYED POUR STRIP TO SLAB ALONG DIVIDINGWALLS. SERVICES AND OTHER PROVISIONS TO BELAYED IN INFILL PRIOR TO CONCRETE. MASSCONCRETE PLACED TO STABILIZE WALL..





GFLGFL

TYPICAL DOWNPIPE JOINER DETAILSCALE 1:20


DELAYED POUR STRIP




BOUN

DARY

LINE

GL

GFL

150mm RWP DOWNPIPE



7575 15

0

150mm RWP DOWNPIPE


A701


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




CONSTRUCTION DETAILS

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH

ISSUED FOR

CONSTRUCTION

(SEAT ONLY - NO FLAP)MOBILITY TOILET PAN

T.R.H

FRON

T OF

PAN

GRIP BARSTO AS 1428

GRIP BARSTO AS 1428

ELEVATION 1

800-

830m

m

450CL

CL

200

624

200

800

+/-

10mm

600

CL

TOP

800

+/-

10mm

600

800200

600MIN

ELEVATION 2 ELEVATION 3

STUD FRAMED WALL TO BEREINFORCED / STRENGTHENED TOSUPPORT HANDRAILS ETC

STUD FRAMED WALL TO BEREINFORCED / STRENGTHENED TOSUPPORT HANDRAILS ETC

DISABILITY TOILET ELEVATIONS (TYPICAL)

460

MAX

LINE TO SHOW FRONT FACEOF ANY BACK WALL FIXEDBACKREST @ 95-100°

PLEASE REFER TO AS1428.1 FOR FURTHER CLARIFICATIONS

LINE TO SHOW FRONT FACEOF ANY BACK WALL FIXEDBACKREST @ 95-100°

TOP

MIRR

OR

MIRROR TO BE INSTALLEDCENTRAL TO BASIN INACCORDANCE WITH AS 1428.1

900

mm M

AX

185

0mm

MIN

1900 min

450-460

430 min

600 max

50-60 400 max 300 min

50-6

060

0 min

800

+/-10

1400 min

1400 min EXCLUSION ZONE

EXCLUSIONZONE

EXCLUSION LINE

450 min

2300

min

330

min

100

max.

perm

itted

encroa

chme

ntzo

ne

PORTABLE SANITARYDISPOSAL UNIT

200-

250

DISABILITY TOILET EXCLUSION ZONES (TYPICAL)PLEASE REFER TO AS1428.1 FOR FURTHER CLARIFICATIONS

PAN CLEARANCES

& BASIN LOCATION

BASIN CLEARANCES

& LOCATION DETAILS

225

min

225

min

TYPICAL BASIN

850

min

700 min800

CL of basin

TYPICAL BASIN

EXCLUSION /CIRCULATION

ZONE 50-6

0

30-4

0

1160 min

50-60

30-40

580 to 600

390 to 400

40 max

2350

min

1250

min

1100

min

1000

min

100

max

400

+/-10

200

+/-10

1600 min

FOLDINGSEAT

WASTEOUTLET

580 +/-10

550

+/-10

CIRCULATIONSPACE

580 to 600

800 max

1160

top of seat470 to 480

660 min 390 to 400

900

min

bott

om o

f zo

ne

1100

max

topo

f zo

ne1880

to

1900

top

of s

howe

r he

ad s

uppo

rt r

ail

1000 to 1100 bottom of showerhead support rail

800

to 8

10to

p of

gra

brail

700

+/-5

ZONE FOR TAPS AND SOAPHOLDER WITH 50mmCLEARANCE AROUNDSHOWER SUPPORT RAIL300

min

SHOWER HEADSUPPORT

OPTIONALEXTENSION

WALL OUTLET PLUSBACK-FLOWPREVENTION DEVICE

FOLDINGSEAT

SHOWER HEADSUPPORT GRABRAILWITH PORTABLESHOWER HEAD

MOBILITY SHOWER DETAILS (TYPICAL)PLEASE REFER TO AS1428.1 FOR FURTHER CLARIFICATIONS

COATHOOKS

SHOWER CLEARANCES & LOCATIONS

HINGED DOORCIRCULATION

SPACE

BASINCIRCULATION

ZONE

850 min

1670

800

700

min

110

850

min

900

450

300min

300min

2500MEETS - 2.2.1 A

4800

mm O

R 55

00mm

AS P

ER A

S289

0.6:20

09 -

2.2.1

A &

B



2400

3600

6000

SHAR

ED A

CCES

S

90.00°

SHARED AREAAS PER

AS2890.6:2009 -2.2.1 B


2400MEETS - 2.2.1 B

DISABLED BAY

SYMBOL

AS PERAS2890.6:2009 -

2.2.1 A


BOLLARDAS PER

AS2890.6:2009 -2.2.1 E

825590

1200

MAX

1200MAX





BRICK PAVING


150

4020

0MIN

RAMP DETAILSCALE 1:20

BRICK PAVING RAMP BUILT TO A 1:8GRADIENT AS SPECIFIED INAS1428.1 TO FINISH LEVELREQUIRED TO MEET DOOR HEIGHT

COMPACTED SAND FILL


TACTILE PAVER 300 - 350mm

FILL (SAND)


300

4020

0MIN

BK


COMPACTED SAND FILL

FILL (SAND)


1000

SCALE 1:20

HEIGHTS FOR SWITCHES & DOOR HANDLES

500MIN

WALL, CORNER OROBSTRUCTION

SCALE 1:20

LOCATION OF TACTILE SIGNAGE

50 to 300mm

1200

- 160

0mm

TACTILE CHARACTERS1250 - 1350mm AFL

APPLICABLE TO ALL SANITARYFACILITIES AND EXIT DOORS

450 x 450 x 450CONCRETE SURROUND

FINISHED SURFACELEVEL

FINISH CONCRETE25mm ABOVE FINISHSURFACE LEVEL

100mm DIA RISER

100mm DIA TEE


100 x 65 mm REDUCER


HORIZONTAL OR SLOPINGNOT MORE THAN 35°

EXTERNAL ON-SITE FIRE HYDRANTTO BE DESIGNED & INSTALLED AS PER AS2419.1

750m

m to

120

0mm

FIRE HYDRANT DETAILSCALE 1:20

1400

mm t

o 24

00mm

GUIDE

1000

mm (+/

- 100)

150m

m MIN75 MIN 75 MIN

10mm

MIN

GUIDE

VALVE & NOZZLEINTERLOCK

FINISH FLOOR LEVEL

CONNECTION /DISCONNECTIONFITTING

EXTERNAL / WAREHOUSE FIRE HOSE REELTO BE DESIGNED & INSTALLED AS PER AS2441

FIRE HOSE REEL

FIRE HOSE REEL

FIRE HOSE REEL DETAILSCALE 1:10

FIRE SERVICE:



36M HOSE REEL TO B.C.A REQUIREMENTS.FHR

1000

200

FIRE EXTINGUISHER SIGNTO BE INSTALLED HERE

1 x 5.0 kg ABE FIRE EXTINGUISHERLOCATION AS SHOWN IN PLANS*** TO BE SUPPLIED BY OWNER ***

FIRE EXTINGUISHER DETAILSCALE 1:20

AMBULANT TOILET ELEVATIONS (TYPICAL)PLEASE REFER TO AS1428.1 FOR FURTHER CLARIFICATIONS

800

- 810m

m45

0

50- 60

480

MAX (SEAT ONLY - NO FLAP)

MOBILITY TOILET PAN

FRON

T OF

PAN

GRIP BARSTO AS 1428

600

225 STUD FRAMED WALL TO BEREINFORCED / STRENGTHENED TOSUPPORT HANDRAILS ETC

870 DOOR

T.R.H

480

MAX

225

ELEVATION 1 ELEVATION 2

TOP

TOP

900 - 920

1.

SIGNAGE MUST BE INSTALLED BETWEEN 1200 - 1600mm FROMFINISH FLOOR LEVEL AND LOCATED ON THE WALL, LATCH SIDE OFTHE DOOR. SIGNAGE TO NOT BE PLACED ON THE DOOR UNLESSINSUFFICIENT ROOM ON LATCH SIDE OF DOOR.

2.

ALL SIGNAGE MUST BE DESIGNED AND INSTALLED IN ACCORDANCEWITH AS 1428.1 SECTION 8 WITH RAISED BRAILE INDICATORS.

SIGNS FOR UNISEX ACCESSIBLE FACILITIES SHALL PROVIDE WITHTHE LETTERS LH OR RH TO INDICATE A LEFT-HAND ORRIGHT-HAND SIDE OF TRANSFER ONTO THE WC PAN.

3.

SIGNAGE EXAMPLES ARE FOR ILLUSTRATION PURPOSES ONLY AND MAY DIFFER FROM ACTUAL SIGNS REQUIRED.

BRAILLE AND TACTILE SIGNAGE COMPLYING WITH SPECIFICATIOND3.6 MUST IDENTIFY EACH DOOR REQUIRED BY E4.5 (DOOR TO BEPROVIDED WITH EXIT SIGNS) TO BE PROVIDED WITH AN EXIT SIGNAND STATE - “EXIT”; AND “LEVEL” FOLLOWED BY THE FLOORNUMBER.

4.

SIGNS IDENTIFYING A DOOR REQUIRED BY E4.5 TO BE PROVIDEDWITH AN EXIT SIGN MUST BE LOCATED ON THE SIDE THAT FACESA PERSON SEEKING EGRESS AND ON THE WALL ON THE LATCHSIDE OF THE DOOR WITH THE LEADING EDGE OF THE SIGNLOCATED BETWEEN 50MM AND 300MM FROM THE ARCHITRAVEBETWEEN 1200MM TO 1600MM ABOVE THE FLOOR

5.

1.

ALL DIMENSIONS SHOWN ARE FOR A GUIDE ONLY. ALL DIMENSIONS MUSTBE READ IN CONJUNCTION WITH FLOOR PLAN AND AS 4128.1

2.

ALL DISABLED TOILETS TO BE BUILT IN ACCORDANCE WITH RELATIVE BCAAND AS 1428.1 AND ALL OTHER RELEVANT AUSTRALIAN STANDARDS.

STUDWORK AND GYPROCK CONSTRUCTION TO DISABLED TOILETS.3.

CEILING TO BE AT 2700 AFL UNLESS OTHERWISE NOTED.4.

TILED DISABLED TOILET FLOOR AND SKIRTING AS PER ELEVATIONS. MUSTBE GRADED/FALL TO FLOOR WASTE. LOCATION TO PLUMBERSDISCRETION.

6.

TILES TO BE 200mm x 200mm DIMENSION OR SIMILAR.7.

ALL DISABILITY & AMBULANT TOILETS SHALL PROVIDE A COAT HOOK AT AHEIGHT OF 1350MM TO 1500MM AFL. FOR FURTHER CLARIFICATIONPLEASE REFER TO AS 1428.1

8.

ALL DISABILITY AND AMBULANT TOILETS SHALL PROVIDE MINIMUMCIRCULATION SPACES AS SHOWN. FOR FURTHER CLARIFICATION PLEASEREFER TO AS 1428.1

9.

ALL DISABILITY AND AMBULANT TOILETS SHALL BE IDENTIFIED BY SIGNAGEAS PER AS 1428.1.

10.

ALL DISABILITY AND AMBULANT TOILETS SHALL PROVIDE WATER TAPSWITH LEVER HANDLES, SENSOR PLATES OR SIMILAR CONTROLS ASOUTLINED IN AS 1428.1.

12.

IF SEPERATE TAPS ARE PROVIDED FOR HOT AND COLD WATER, HOT TAPSHALL BE PLACED TO THE LEFT OF THE COLD WATER FOR HORIZONTAL.THE HOT TAP SHALL BE BE PLACED ABOVE THE COLD FOR VERTICALCONFIGURATIONS. ALTERNATIVELY A MIXER CAN BE PLACED WITH THESAME CONFIGURATIONS/LOCATIONS.

13.

ALL DISABILITY AND AMBULANT TOILETS SHALL PROVIDE FIXTURES ANDFITTINGS IN ACCORDANCE WITH AS 1428.1

11.

14.

ALL SANITARY FACILITIES SHALL SUPPLY & INSTALL MIRRORS, SHELVES,CLOTHES-HANGING DEVICE, AND SWITCHES IN ACCORDANCE WITH AS1428.1.

MIRRORS SHALL BE LOCATED VERTICALLY, NO LESS THAN 350mm WIDE,SHALL EXTEND FROM THE HEIGHT NO MORE THAN 900mm TO A HEIGHT NOLESS THAN 1850mm FROM FINISH FLOOR LEVEL.

15.

MIRRORS SHALL BE LOCATED VERTICALLY, NO LESS THAN 350mm WIDE,SHALL EXTEND FROM THE HEIGHT NO MORE THAN 900mm TO A HEIGHT NOLESS THAN 1850mm FROM FINISH FLOOR LEVEL.

16.

SHELF SPACE SHALL BE PROVIDED ADJACENT TO WASHBASIN WITHINDISABILITY TOILETS, AT THE HEIGHT OF 900-1000mm ABOVE FINISH FLOORLEVEL. 120mm IN WIDTH, 300-400mm IN LENGTH.

16.

ALL SANITARY FACILITIES WITH SHOWERS SHALL PROVIDE SOAP HOLDERSAND TOWEL/CLOTHS- HANGER IN ACCORDANCE WITH AS 1428.1.

17.

ALL SANITARY FACILITIES WITH SHOWERS SHALL PROVIDE CIRCULATIONSSPACES AS SHOWN. FOR FURTHER CLARIFICATION REFER TO AS 1428.1.

18.

**NOTICE TO ALL TRADES** ALL CLEARANCES & CIRCULATION SPACES MUST CONFIRMED TO COMPLY ON SITE PRIOR TO ANY WORKS BEING CARRIED OUT. ANY NON-CONFORMANCES MUST BE ADDRESSED PRIOR TO WORKS

A702


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




INSTALLATION DETAILS & AS 1428 COMPLIANCE

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH

ISSUED FOR

CONSTRUCTION

2x 50 DIA PVC PIPES TO BE CASTIN PANEL IN LINE WITH MDFLOCATION TO BACK OF OFFICEPANEL TO ALLOW ELECTRICALCABLE TO RUN INTO OFFICE.HOLE 1 AT 3000mm AFL & HOLE 2AT 6500mm AFL

E.M.

B

E.M.

B

M.D.FM.D.B

M.D.FM.D.B

WAREHOUSE WAREHOUSE

EXITEXIT

BOLBOL

col.

col.

2x 50 DIA PVC PIPES TO BE CASTIN PANEL IN LINE WITH MDFLOCATION TO BACK OF OFFICEPANEL TO ALLOW ELECTRICALCABLE TO RUN INTO OFFICE.HOLE 1 AT 3000mm AFL & HOLE 2AT 6500mm AFL

EMER

GENC

Y LIG

HTEM

ERGE

NCY

LIGHT

EMER

GENC

Y LIG

HTEM

ERGE

NCY

LIGHT

EXIT EXIT

SURF

ACE

MOUN

TED

SURF

ACE

MOUN

TED

SURF

ACE

MOUN

TED

SURF

ACE

MOUN

TED

1200

12001200

1200

12001200 120

0

1200

EXIT SIGNAGE SIZE TO BE MIN 250mm INHEIGHT TO COMPLY WITH AS 2293.1SECTION 6.6 TO MEET VIEWING DISTANCE

EXIT SIGNAGE SIZE TO BE MIN 250mm INHEIGHT TO COMPLY WITH AS 2293.1SECTION 6.6 TO MEET VIEWING DISTANCEREQUIREMENTS



SINGLE 38.W FLUORESCENT LIGHT FITTING



CEILING MOUNTED EXHAUST FAN DUCTED TO EXTERNAL AIR

ELECTRICAL LEGEND

INCANDESCENT CEILING LIGHT

240V RECESSED DOWNLIGHT

WALL LIGHT AT 2700mm ABOVE FLOOR LEVEL

EXIT

MERCURY VAPOUR LAMPS (HI-BAYS 400w)

hwu

T-BAR TWIN 38.W FLUORESCENT LIGHT FITTING

SINGLE 38.W FLUORESCENT LIGHT FITTING (EMERGENCY)

TELEPHONE POINT

MAIN DISTRIBUTION FRAME

CEILING OR WALL MOUNTED, SINGLE SIDED OR DOUBLE SIDED,2K10W FLUORESCENT MAINTAINED EXIT LIGHT WITH NICKELCADMIUM BATTERIES AND DUAL RATE CHARGER. MINITRONICSCAT. No. SDX102S/D OR APPROVED SIMILAR WITH DIRECTIONALARROWS WHERE INDICATED. FITTINGS TO BE MOUNTEDDIRECTLY OVER DOORWAYS OR FIXED TO CEILING IN OTHERAREAS AND WIRED ON COMMON DEDICATED CIRCUIT FOR EACHLEVEL.

SINGLE POWER OUTLET AT 300mm ABOVE FLOOR LEVELUNLESS OTHERWISE NOTED

WALL MOUNTED DOUBLE 3 PHASE POWER OUTLET AT1200mm ABOVE FLOOR LEVEL UNLESS NOTED OTHERWISE

DOUBLE POWER OUTLET AT 300mm ABOVE FLOOR LEVELUNLESS OTHERWISE NOTED

HOT WATER UNIT TO BE FITTED WITHIN CABINET WORK OFKITCHEN

10W. T.H. RECESSED EMERGENCY SATELLITE LIGHT FITTINGWITH NICKEL CADMIUM BATTERIES AND DUAL RATECHARGER. MINITRONICS CAT. No. SRL10 OR SIMILARAPPROVED. FITTINGS TO BE WIRED TO LOCAL LIGHTINGCIRCUIT VIA UNSWITCHED ACTIVE FOR EACH AREA.

DATA/INTERNET POINT

M.D.F

E.M.B

M.D.B

T-BAR TWIN 38.W FLUORESCENT LIGHT FITTING (STANDARD/EMERGENCY)STANDARD LIGHT FITTING WIRED TO EMERGENCY POWER SUPPLY

400w EXTERNAL FLOOD LIGHT

OFFICE OFFICE

1100

1100

1600

1600

EXIT

EXIT

Scale 1:100GROUND FLOOR PLAN

Scale 1:100CEILING PLAN

THESE DRAWINGS ARE INTENDED TO SHOWN ARCHITECTURAL INTENT ANDGENERAL COMPLIANCE WITH RELEVANT CODES ONLY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE FINAL DESIGNOF OVERALL SYSTEM AND ENSURE THAT IT COMPLIES WITH ALL RELEVANTCODES

SPACING OF FITTINGS SHOWN ON THESE DRAWINGS SHALL BE ADJUSTEDWHERE REQUIRED TO ENSURE COMPLIANT SPACING.

SUSPENDED T-BAR CEILING SYSTEM TO AREAS AS INDICATED.

FLUSH CORNICE GYPROCK CEILING TO ALL AMENITIES, AS WELL AS BOARDROOM AND FOYER VOID.

ALL ARTIFICIAL LIGHT & POWER INSTALLED IN ACCORDANCE WITH BCAINCLUDING TIMER SWITCHES & MOTION DETECTORS(IF INSTALLED BY OWNER)

ALL HOT WATER SUPPLY SYSTEMS TO BE 3 PHASE UNDERBENCH ANDINSTALLED IN ACCORDANCE WITH SECTION 8 OF AS 3500.4

NOTE:

A801


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




ELECTRICAL PLAN

12.05.2016

KYLE FAIRCLOUGH

PAUL SARICH

ISSUED FOR

CONSTRUCTION

2500MEETS - 2.2.1 A

4800

mm O

R 55

00mm

AS P

ER A

S289

0.6:20

09 -

2.2.1

A &

B



2400

3600

6000

SHAR

ED A

CCES

S

90.00°

SHARED AREAAS PER

AS2890.6:2009 -2.2.1 B


2400MEETS - 2.2.1 B

DISABLED BAY

SYMBOL

AS PERAS2890.6:2009 -

2.2.1 A


BOLLARDAS PER

AS2890.6:2009 -2.2.1 E

825590

1200

MAX

1200MAX




RETIC RETIC

RETIC SLEEVE TO ALLOW CONNECTION OF RETICCONTROLLER TO ELECTRICAL SUPPLY BOX.**INSTALLED BY ELECTRICAL CONTRACTOR**

WM

2x TEL

W E E D O N R O A D

NAIL

RL 23.17

BOLBOL

FIRE HYDRANT

W.P.D

E.M.

B

E.M.

B

M.D.FM.D.B

M.D.FM.D.B



RL

23

.45

W E E D O N R O A D



(NOT LOCATED)



(NOT LOCATED)

RETICRETIC

RAMP 1:10 MAX

RAMP 1:10 MAX RAMP 1:10 MAX

RAMP 1:10 MAX

PARKING BAYSAS PER AS 2890




HOSETAP

BICYCLE RACK

HOSETAP

BICYCLE RACK

3250

3250

1800

2500

2500

2500

2500

2500

2500

2500

1800

2500

2500

2500

2500

2500

2500

2500

2000

2000

UNIT 1 UNIT 2

4800 48004800 4800

landscaping of verge under control of landcorp landscaping of verge under control of landcorp

PARKING NOTES:1. ALL PARKING MUST BE AS PER THE PARKING

STANDARD AS 2890, INCLUDING ALL DISABLEDCAR BAYS.

2. ALL CAR BAYS MUST BE MARKED IN ACCORDANCEWITH THE AUSTRALIAN STANDARDS, USING ANAPPROVED ROAD MARKING PAINT

LEGEND

"BITUM" 40MM BITUMEN ON 100MM MIN CRUSHED LIMESTONESUB-BASE

"CONC" 150MM CONCRETE HARDSTAND FALLING TO GRATES


LANDSCAPING NOTES:1. ALL LANDSCAPING PROVISIONS AND VEGETATION

MUST BE IN ACCORDANCE WITH COUNCIL'S TOWNPLANNING SCHEME OR RELATIVE REGULATIONSGOVERNING TYPES OF PLANTS AND USES ETC.

2. SPACING AND AMOUNT OF PLANTS PROVIDEDAND PLANTED SHALL ENSURE TOTAL GROUNDCOVERAGE AT PLANTS MATURITY.

3. SOIL PREPARATION FOR PLANTING TO HAVESLOW RELEASE FERTILISER.

4. ALL GARDENS TO BE MULCHED WITH 100mm MINTHICK LAYER OF APPROVED MULCH.

5. ALL GARDEN TO BE FULLY RETICULATED; EXCEPTDROUGHT TENDER TREES TO HAVE 3 INDIVIDUALDRIPPERS PER TREE DELIVERING MIN 40-60L OFWATER PER TREE/WEEK; DELIVER LESS WATERTO CALLISTEMON (2 DRIPPERS).

6. ALL GARDEN AND LAWN AREAS ARE TO BE FULLYRETICULATED WITH SELF WATERINGRETICULATION SYSTEM. GARDEN AREAS TO BEMULCHED. MULCH TO GARDEN BEDS IS TO BE AMINIMUM OF 100mm.

7. ALL WEEDS TO BE SPRAYED AND REMOVED PRIORTO MULCHING

FINISHED LEVEL TOP OF PAVING AT HIGHEST

SMK

BK

FPL

FK

POINT WITH 50mm FALL AWAY FROM BUILDINGFPL

RELATIVE LEVEL OF GROUND

FINISHED LEVEL TOP OF GRATE

BOL200mm DIAMETER x 1200 HIGH CONC FILLED GALV.BOLLARD SET IN 800x800x300 DEEP MASS CONC. PADFOOTING.

RL

TOG





TACTILE INDICATORS

GROUND FLOOR - WAREHOUSE STORAGE AREAFFL 0.00 (RL 23.75)

GROUND FLOOR - OFFICE AREAFFL 0.00 (RL 23.75)

PLANT LISTSYMBOL DESCRIPTION TYPE SIZE SPACING QTY

EUCALYPTUS TODTIANA TREE 45 LTR - 11

XANTHORRHOEA PREISSII SHRUB 130mm POT 3m CTS 30

LECHENAULTIA FLORIBUNDA SHRUB 130mm POT 1m CTS 34

COMMERCIAL GRADE MULCH 75mm MULCH THICKNESS TO AREAS SHOWN 185.00m

TO INCLUDE APPROPRIATE SOIL STABILISATION,WINTER GREEN LAWN COVER CONDITIONING & FERTILISERS TO CONDITION SOIL 95.00m

TO ALLOW SUSTAINED GROWTH OF NEW LAWN

2

2

PAVING SUPPLY:

CHARCOAL BLOCK PAVING

QTY

69.00m2

150


BRICK PAVING


150

200

MIN

THRESHOLD DETAILSCALE 1:20

BRICK PAVING RAMP BUILTTO A MAX 1:10 GRADIENT ASSPECIFIED IN AS1428.1

COMPACTED SAND FILL

FLUSH CONCRETE KERBING

FILL (SAND)


200

150

200

MIN

BK


COMPACTED SAND FILL

FILL (SAND)

150mm LAID ONTOLIMESTONE FOR THECARPARK

150mm LAID ONTO LIMESTONEFOR THE CARPARK

ROOF TO BE ZINCALUME FINISH 'TRIMDEK' OR SIMILAR APPROVEDEQUIVALENT. TRIMDEK 0.48mm ZINCALUME TO BE FIXED VIA CORROSIVERESISTANT SELF DRILLING TECH SCREWS.

50mm ANTICON ON GALV SAFETY MESH TO COMPLETE ROOF INCLUDINGAREAS WHERE TRANSLUCENT ROOF SHEETING IS SHOWN TO A.S.1530.1

ALL TRANSLUCENT ROOF SHEETS TO BE OPAL WHITE POLYCARBONATETO MATCH DECKING PROFILE. FIXED VIA CORROSIVE RESISTANT SELFDRILLING TECH SCREWS.

ALL VISIBLE FLASHINGS, CAPPING ETC SHALL TO BE COLORBOND,REMAINDER TO BE ZINCALUME.

MINIMUM MATERIAL THICKNESS TO BE 0.48mm

BOX GUTTERS TO BE 0.6mm THICK ZINCALUME

FLASHINGS MUST COMPLY WITH AS 2179.1

FINISHES

FEATURE CLADDING TO TO APPLIED TO FRONT AWNING AND FRAMING TOOFFICE PANEL AS SHOWN.

ALL OTHER AWNINGS TO BE CLADDED IS COLORBOND SHALE GREY

FINISH AREAS FINISH TO BE IN DULUX ACRASHEILD 955 MEMBRANE WHITE COLOUR.ROLLANA FINISH TO PAINT WORK

FINISH TO BE IN DULUX ACRASHEILD 955 MEMBRANE BURNING RUSSET.ROLLANA FINISH TO PAINT WORK

FINISH TO BE IN DULUX ACRASHEILD 955 MEMBRANE PLATINUM CLASS.ROLLANA FINISH TO PAINT WORK

STREET ELEVATION

B

A502

RL 4.500m

FFL

GFL

CL

RL 0.000m

RL 3.500m

FFL

GFL

CL

RL 0.000m

RL 3.500m

RL 4.500m

CL

RL 8.753m

RL 7.877m RL 7.877m

RL 8.153m


A1001


CONSTRUCTION


DWG NO:


CHECKED BY:

DRAWN BY:

DATE:




LANDSCAPE PLAN & EXTERIOR FINISHES

20.04.2016

KYLE FAIRCLOUGH

PAUL SARICH

ISSUED FOR

CONSTRUCTION

proposed office & warehouse - domain · proposed office & warehouse ... minimum per 300mm...

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