PROPOSED OFFICE & WAREHOUSE - Domain · proposed office & warehouse ... minimum per 300mm using a...
Transcript of PROPOSED OFFICE & WAREHOUSE - Domain · proposed office & warehouse ... minimum per 300mm using a...
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.
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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.
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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
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
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
100mm DIA RAINWATER PIPE - REFER FLOOR & ROOF PLANRWP 1
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
FROM BOUNDARY CORNER
(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
CONCRETE FLOOR FINISH
125mm CONCRETE REINFORCED SLABTO ENGINEERS SPECIFICATIONS
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
HYDRANT LOCATED 68.0m
FROM BOUNDARY CORNERHYDRANT APPROX. 54.6m
FROM BOUNDARY CORNER
(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
65mm DIA HYDRANTVALVE CHAIN AND CAP
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
CRUSHED LIMESTONE LAID200mm MIN DEEP(COMPACTED / ROLLED)
COMPACTED SAND FILL
FILL (SAND)
40mm BITUMEN LAID ONTOLIMESTONE FOR THECARPARK
A ENGINEERING REVISIONS 20.04.2016
A102
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: SB-REV 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
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
CONCRETE FLOOR FINISH
125mm CONCRETE REINFORCED SLABTO ENGINEERS SPECIFICATIONS
FFL 23.75
WAREHOUSE
770.00m2
CONCRETE FLOOR FINISH
125mm CONCRETE REINFORCED SLABTO ENGINEERS SPECIFICATIONS
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
150mm CONCRETE PANELFRL 90/90/90
150mm CONCRETE PANELFRL 90/90/90
150mm CONCRETE PANELFRL 90/90/90
150mm CONCRETE PANELFRL 90/90/90
150mm CONCRETE PANELFRL 90/90/90
ALL INTERNAL WAREHOUSE RWP150mm DIA STRAPPED TO PANEL
ALL INTERNAL WAREHOUSE RWP150mm DIA STRAPPED TO PANEL
ALL INTERNAL WAREHOUSE RWP150mm DIA STRAPPED TO PANELALL INTERNAL WAREHOUSE RWP
150mm DIA STRAPPED TO PANEL
ALL INTERNAL WAREHOUSE RWP150mm DIA STRAPPED TO PANEL
ALL INTERNAL WAREHOUSE RWP150mm DIA STRAPPED TO PANEL
ALL INTERNAL WAREHOUSE RWP150mm DIA STRAPPED TO PANEL
HOSETAP
BICYCLE RACK
MAX THRESHOLDHEIGHT TOLERANCETO BE 5mm
COLORBONDPERSONAL DOOR
HOSETAP
BICYCLE RACK
MAX THRESHOLDHEIGHT TOLERANCETO BE 5mm
COLORBONDPERSONAL DOOR
MAX THRESHOLDHEIGHT TOLERANCETO BE 5mm
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
150mm CONCRETE PANELFRL 90/90/90
150mm CONCRETE PANELFRL 90/90/90
150mm CONCRETE PANELFRL 90/90/90
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
150mm CONCRETE PANELFRL 90/90/90
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
250mm CONCRETE PANELFRL 90/90/90
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.
- 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)
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)
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
150mm DIA RAINWATER PIPE - REFER FLOOR & ROOF PLANRWP 2
140mm DIAMETER x 1200 HIGH CONC FILLED GALV.BOLLARD SET IN 800x800x300 DEEP MASS CONC. PADFOOTING.
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.
MAIN DISTRIBUTION BOARD
ELECTRICAL METER BOX
MAIN DISTRIBUTION FRAMEM.D.F
E.M.B
M.D.B
GROUND FLOOR - WAREHOUSE AREAFFL 0000 (RL 24.10)
GROUND FLOOR & FIRST FLOOR - OFFICE AREAGFL 0000 (RL 24.10)FFL 3500 (RL 27.60)
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
NEW FIRE SERVICE 100mm TO BE PROVIDED TO LOT
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.
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.
100mm DIA RAINWATER PIPE - REFER FLOOR & ROOF PLANRWP 1
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
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
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
150mm CONCRETE PANELFRL 90/90/90
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
NOTES FIRE HAZARD PROPERTIES OF ALL
EXTERNAL LININGS MUST COMPLYWITH SPECIFICATION C1.10
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.
- 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)
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)
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
150mm DIA RAINWATER PIPE - REFER FLOOR & ROOF PLANRWP 2
140mm DIAMETER x 1200 HIGH CONC FILLED GALV.BOLLARD SET IN 800x800x300 DEEP MASS CONC. PADFOOTING.
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.
MAIN DISTRIBUTION BOARD
ELECTRICAL METER BOX
MAIN DISTRIBUTION FRAMEM.D.F
E.M.B
M.D.B
GROUND FLOOR - WAREHOUSE AREAFFL 0000 (RL 24.10)
GROUND FLOOR & FIRST FLOOR - OFFICE AREAGFL 0000 (RL 24.10)FFL 3500 (RL 27.60)
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
NEW FIRE SERVICE 100mm TO BE PROVIDED TO LOT
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.
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.
100mm DIA RAINWATER PIPE - REFER FLOOR & ROOF PLANRWP 1
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
Scale 1:100UPPER FLOOR PLAN
A202
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
UPPER FLOOR PLAN
20.04.2016
KYLE FAIRCLOUGH
PAUL SARICH
20.04.2016ENGINEERING REVISIONSA
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)
AWNING TO BE CLAD WITHCOLORBOND FLASHING AND CUSTOMORB SHEETING TO SOFIT
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
AWNING TO BE CLAD WITHCOLORBOND FLASHING AND CUSTOMORB SHEETING TO SOFIT
SHADING PANELS TO FRONT FACADE
AWNING TO BE CLAD WITHCOLORBOND FLASHING AND CUSTOMORB SHEETING TO SOFIT
RL 7.877m
RL 8.153m
FRAMED FEATURE PANELLING TOBE CLAD WITH CFC OR SIMILAR
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.
NOTES FIRE HAZARD PROPERTIES OF ALL
EXTERNAL LININGS MUST COMPLYWITH SPECIFICATION C1.10
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
150mm CONCRETE PANELFRL 90/90/90
BOUNDARY CONCRETE PANEL TO BE FINISHED IN FLAT PAINT
150mm CONCRETE PANELFRL 90/90/90
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
RIDGE VENTS USED TO ACQUIRENATURAL VENTILATION TOWAREHOUSE AREA. 400mm THROATSIZE TO BE USED, WIDTH DEPENDINGON MANUFACTURES SPECIFICATION
A301
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
ELEVATIONS
20.04.2016
KYLE FAIRCLOUGH
PAUL SARICH
20.04.2016ENGINEERING REVISIONSA
ISSUED FOR
CONSTRUCTION
1:100 SOUTH - WEST ELEVATION(LEFT BOUNDARY)
RIDGE VENTS USED TO ACQUIRENATURAL VENTILATION TOWAREHOUSE AREA. 400mm THROATSIZE TO BE USED, WIDTH DEPENDINGON 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
FRAMED FEATURE PANELLING TOBE CLAD WITH CFC OR SIMILAR
ALL EXTERNAL GLAZING TO BE IN ACCORDANCE WITHALL RELATIVE STANDARDS AND AS PER ENERGYEFFICIENCY REPORT
PAINT FINISH TO FACTORY WALLS WHEREAPPLICABLE **excluding boundary walls
RL 8.153m
RL 8.753m
RL 7.361m RL 7.361m
FRAMED FEATURE PANELLING TOBE CLAD WITH CFC OR SIMILAR
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.
NOTES FIRE HAZARD PROPERTIES OF ALL
EXTERNAL LININGS MUST COMPLYWITH SPECIFICATION C1.10
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)
FRAMED FEATURE PANELLING TOBE CLAD WITH CFC OR SIMILAR
ALL EXTERNAL GLAZING TO BE IN ACCORDANCE WITHALL RELATIVE STANDARDS AND AS PER ENERGYEFFICIENCY REPORT
PAINT FINISH TO FACTORY WALLS WHEREAPPLICABLE **excluding boundary walls
RL 8.153m
RL 8.753m
RL 7.361m RL 7.361m
FRAMED FEATURE PANELLING TOBE CLAD WITH CFC OR SIMILAR
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.
NOTES FIRE HAZARD PROPERTIES OF ALL
EXTERNAL LININGS MUST COMPLYWITH SPECIFICATION C1.10
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
A302
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
ELEVATIONS
20.04.2016
KYLE FAIRCLOUGH
PAUL SARICH
20.04.2016ENGINEERING REVISIONSA
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
6OO x 600 x 150 RAINHEADSUMPS DISCHARGING TO150 DIA DOWNPIPES.
EQ30
0
6OO x 600 x 150 RAINHEADSUMPS DISCHARGING TO150 DIA DOWNPIPES.
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
TRANSLUCENT ROOF LITE
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)
'TRIMDEK' OR SIMILAR APPROVEDROOF CLADDING FIXED TOMANUFACTURERSRECOMMENDATIONS OVER 50mmTHICK 'ANTICON' BLANKET.ROOF PITCH TO BE 3°(i.e 90mm RISE PER METRE RUN)
'TRIMDEK' OR SIMILAR APPROVEDROOF CLADDING FIXED TOMANUFACTURERSRECOMMENDATIONS OVER 50mmTHICK 'ANTICON' BLANKET.ROOF PITCH TO BE 3°(i.e 90mm RISE PER METRE RUN)
'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
ROOF ANCHOR LOCATION
ROOF ANCHOR LOCATION
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
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.SUPPORT ON SPANDEK ON PURPOSE MADE GALV. SADDLES AT 750CENTRES TO WAREHOUSE ONLY.
BOUNDARY PANELS TO BE 150mm ABOVE FINISHED ROOF HT.
ALL RL LEVELS ARE TO BE TAKEN FROM FINISHED FLOOR LEVEL UNLESSOTHERWISE INSTRUCTED BY SITE SUPERVISOR.
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
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: -
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
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
CONCRETE FLOOR FINISH
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.
ROOF PITCH TO BE 3°(i.e 90mm RISE PER METRE RUN)
CONCRETE FINISH TO INTERNAL WAREHOUSE WALLS
WAREHOUSE
150mm CONCRETE PANELFRL 90/90/90
125mm CONCRETE REINFORCED SLABTO ENGINEERS SPECIFICATIONS
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
CONCRETE FLOOR FINISH
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.
ROOF PITCH TO BE 3°(i.e 90mm RISE PER METRE RUN)
RL 4.500m
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
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.
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
600MIN WIDTH EXT WALLS
BOUN
DARY
LINE
GFL
GL
150mm THICK CONC. TILT PANEL WALLS TOSTRUCTURAL ENGINEERS DETAIL. FRL90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.
GALVANISED PLATES AS SPECIFIED BYENGINEERS DETAILS
PANEL JOINTS TO BE SEALEDWITH MASTIC SEALANT &SUPPORTED BY BACKINGRODS
PANEL JOINTS TO BE SEALEDWITH MASTIC SEALANT &SUPPORTED BY BACKINGRODS
150mm THICK CONC. TILT PANEL WALLS TOSTRUCTURAL ENGINEERS DETAIL. FRL90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.
GALVANISED PLATES ASSPECIFIED BY ENGINEERSDETAILS
TYPICAL PANEL JOINT DETAILSSCALE 1:20TYPICAL DOWNPIPE JOINER DETAIL
SCALE 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
A ENGINEERING REVISIONS 20.04.2016
A501
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
SECTION A-A
20.04.2016
KYLE FAIRCLOUGH
PAUL SARICH
ISSUED FOR
CONSTRUCTION
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.
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
600MIN WIDTH EXT WALLS
BOUN
DARY
LINE
GFL
GL
150
CARPARK / KERB DETAILSCALE 1:20
BRICK PAVING
CONCRETE BARRIERCURBING 150X200mm 200
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)
CRUSHED LIMESTONE LAID200mm MIN DEEP(COMPACTED / ROLLED)
200
150
200
MIN
BK
CRUSHED LIMESTONE LAID200mm MIN DEEP(COMPACTED / ROLLED)
COMPACTED SAND FILL
FILL (SAND)
150mm LAID ONTOLIMESTONE FOR THECARPARK
150mm LAID ONTO LIMESTONEFOR THE CARPARK
150mm THICK CONC. TILT PANEL WALLS TOSTRUCTURAL ENGINEERS DETAIL. FRL90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.
GALVANISED PLATES AS SPECIFIED BYENGINEERS DETAILS
PANEL JOINTS TO BE SEALEDWITH MASTIC SEALANT &SUPPORTED BY BACKINGRODS
PANEL JOINTS TO BE SEALEDWITH MASTIC SEALANT &SUPPORTED BY BACKINGRODS
150mm THICK CONC. TILT PANEL WALLS TOSTRUCTURAL ENGINEERS DETAIL. FRL90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.
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
150mm THICK CONC. TILT PANEL WALLS TOSTRUCTURAL ENGINEERS DETAIL. FRL90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.
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
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
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
6OO x 600 x 150 RAINHEAD SUMPSDISCHARGING TO 150Ø DOWNPIPES.
150Ø DOWNPIPE TO BE FIXED TO THECONCRETE PANEL
4500 HIGH x 4000 WIDE COLORBOND FINISHROLLER DOOR. CLEAR OPENING DEPENDENTUPON SIDE TRACK FIXING.
REFER TO STRUCTURAL ENGINEERSDRAWINGS FOR STEELWORK
'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)
COLORBOND CAPPING
TOP OF PANEL 8.930 A.F.L
A107
3
150mm THICK CONC. TILT PANEL WALLS TOSTRUCTURAL ENGINEERS DETAIL. FRL90/90/90.UN-PAINTED INTERNALLY.FIREPROOF SEALANT TO JOINTS.
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
CLEAN COMPACT FILL UNDERSLAB ANDFOOTING AS PER ENGINEERS &GEOTECHNICAL REPORT DETAILS
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 ALONG DIVIDINGWALLS. SERVICES AND OTHER PROVISIONS TO BELAYED IN INFILL PRIOR TO CONCRETE. MASSCONCRETE PLACED TO STABILIZE WALL..
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
TYPICAL FOOTING/SLAB DETAIL 2SCALE 1:20
GFLGFL
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
A701
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: -
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
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
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
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
CRUSHED LIMESTONE LAID200mm MIN DEEP(COMPACTED / ROLLED)
COMPACTED SAND FILL
FILL (SAND)
40mm BITUMEN LAID ONTOLIMESTONE FOR THECARPARK
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
65mm DIA HYDRANTVALVE CHAIN AND CAP
100 x 65 mm REDUCER
65mm DIA HYDRANTVALVE CHAIN AND CAP
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:
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.
1200HT WALL MOUNTED TYPE CLASS 'ABE' 5KG FIREEXTINGUISHER IN ACCORDANCE WITH AS 2444. WITHIN4m TRAVEL DISTANCE FROM EXIT***SUPPLIED BY OWNER***
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
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: -
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
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
EXIT SIGNAGE SIZE TO BE MIN 250mm INHEIGHT TO COMPLY WITH AS 2293.1SECTION 6.6 TO MEET VIEWING DISTANCEREQUIREMENTS
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
MAIN DISTRIBUTION BOARD
ELECTRICAL METER BOX
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
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: -
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
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
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
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
HYDRANT LOCATED 68.0m
FROM BOUNDARY CORNER
RL
23
.45
W E E D O N R O A D
HYDRANT APPROX. 54.6m
FROM BOUNDARY CORNER
(NOT LOCATED)
HYDRANT APPROX. 54.6m
FROM BOUNDARY CORNER
(NOT LOCATED)
RETICRETIC
RAMP 1:10 MAX
RAMP 1:10 MAX RAMP 1:10 MAX
RAMP 1:10 MAX
PARKING BAYSAS PER AS 2890
PARKING BAYSAS PER AS 2890
PARKING BAYSAS PER AS 2890
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
BRICK PAVING AS SELECTED. REFER TO SPECIALL BRICK PAVING TO DOORS, THRESHOLDS LANDINGSETC TO COMPLY WITH DISABLED ACCESS AS 1428
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
PRECAST CONCRETE TILT-UP WALL PANELS TOENGINEERS DETAILS.
FLUSH CONCRETE KERB WITH
SEMI MOUNTABLE CONCRETE KERB
NON MOUNTABLE CONCRETE BARRIER KERB
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
CARPARK / KERB DETAILSCALE 1:20
BRICK PAVING
CONCRETE BARRIERCURBING 150X200mm 200
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)
CRUSHED LIMESTONE LAID200mm MIN DEEP(COMPACTED / ROLLED)
200
150
200
MIN
BK
CRUSHED LIMESTONE LAID200mm MIN DEEP(COMPACTED / ROLLED)
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
20.04.2016ENGINEERING REVISIONSA
A1001
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
LANDSCAPE PLAN & EXTERIOR FINISHES
20.04.2016
KYLE FAIRCLOUGH
PAUL SARICH
ISSUED FOR
CONSTRUCTION