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DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
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26/06/2017 10:19:09 AM
110-112 ADDISON ROADMARRICKVILLE
S96-000 KAA1510
COVER PAGE & GENERAL NOTES
SECTION 96
GENERAL NOTESThe copyright of this design remains the property of AN+A. Thisdesign is not to be used, copied, or reproduced without the authorityof AN+A. Do not scale from drawings. Confirm dimensions on siteprior to the commencement of works. Where a discrepancy arisesseek direction prior to proceeding with the works. This drawing is onlyto be used by the stated Client in the stated location for the purpose itwas created. Do not use this drawing for construction unlessdesignated.
COORDINATIONWhere applicable refer to and coordinate information contained in thearchitectural drawings, and the documentation of other consultants.Notify discrepancies between architectural and/or other consultant’sdocumentation for direction prior to proceeding with the affected partof the works.
SPECIFICATIONS AND SCHEDULESWhere applicable refer to and coordinate with relevant specificationsand schedules. Written specifications and schedules take precedenceto the extent of any discrepancy. Notify discrepancies betweendocuments for direction prior to proceeding with the affected part ofthe works.
DETAIL DRAWINGSUnless noted otherwise, refer to detail drawings for set-outinformation. Drawings at larger scales take precedence over drawingsat smaller scales to the extent of any discrepancy. Notify discrepanciesfor direction prior to proceeding with the affected part of the works
EXECUTIVE OF THE WORKS (STANDARD)Execute the works in compliance with the current edition of theBuilding Code of Australia (as amended), current editions of relevantAustralian and other applicable published Standards and the relevantrequirements of Local and Statutory Authorities.
UNITS OF MEASUREMENTUnless otherwise noted:-Dimensions are shown in millimetres; and-Levels are shown in metres
TO DETAILWhere a notation refers to an item as “…to detail” the applicable item isto be in accordance with the relevant Architect’s detail.
MATERIALS HANDLING AND STORAGEUnless noted otherwise material, fixtures and fittings are to behandled, stored and installed in accordance with the Manufacturer’scurrent written instructions.
The building is to be constructed in accordance with the National Construction Code of Australia (NCC 2016) andall relevant Australian Standards and with particular regard to the following:
1. Structure is to comply with NCC 2016 Part B1.2. Masonry construction is to comply with NCC 2016 AS 3700 – 2011.3. Steel structures are to comply with clause AS 4100 – 19984. Composite steel and concrete is to comply with AS 2327.1-2003.5. Aluminium construction is to comply with AS/NZS 1664.1-1997 Amdt 1: 1999 or AS/NZS 1664.2-1997 Amdt1:19996. Timber construction is to comply with clause AS 1720.1 – 2010 Amdt 1 & 2, & AS 1684.2 – 2013 Amdt 1, AS1684.3 – 2010 Amdt 1 or AS 1684.4 – 2010 Amdt 1.7. Glazing assemblies are to comply with NCC 2016 clause B1.4 & F1.13, AS 2047-2014 and AS 1288-2006Amdt 1 & 2.8. Termite risk management is to comply with NCC 2016 clause B1.4 & AS 3660.1 – 2014.9. Metal roofing is to comply with AS 1562.1 – 1992 Amdt 1, 2 & 3.10. Lift shafts which are not required to have an FRL are to comply with NCC 2016 clause B1.4 (m).11. Lightweight construction is to comply with NCC 2016 clause C1.8 and Spec C1.8.12. Fire hazard properties of linings, materials and assemblies are to comply with NCC 2016 Clause C1.10 andSpec C1.10.13. Enclosure of shafts is to comply with NCC 2016 Spec C2.10.14. Building elements required to have an FRL shall be designed to comply with NCC 2016 Specification C1.1 asapplicable to Type B C construction and Spec A2.3.15. Flooring and floor framing of lift pits must be non-combustible. (Type A & B)16. Roof lights are designed in accordance with NCC 2016 Spec C1.1 Clause 3.6.17. Fire separation of main switchboard that sustains emergency equipment, in accordance with NCC 2016 ClauseC2.13.18. Fire doors must comply with NCC 2016 Spec C3.4 and AS/NZS 1905.1 – 2015.19. Openings in shafts protected in accordance with NCC 2016 Clause C3.13. Service penetrations in fire ratedconstruction are to be protected in accordance with NCC 2016 C3.12, C3.15 & Spec C3.15, AS1530.4-2014 & AS4072.1-2005 (R2016)20. Openings for services that penetrate a building element that is required to have an FRL in respect to integrityor insulation or a resistance to the incipient spread of fire shall be protected in accordance with NCC 2016 clauseC3.15.21. Installation in exits and paths of travel are to comply with NCC 2016 Clause D2.7 – All telecommunication andelectrical cupboards are to be installed with non-combustible backings on the doorway and smoke seals installedto all door leaves. All services which penetrate the cupboard have been smoke sealed to prevent the free passageof smoke.22. Cupboards or storerooms below non-fire isolated stairs are to be enclosed in fire rated construction inaccordance with NCC 2016 Clause C2.8.23. Pedestrian ramps are to comply with NCC 2016 D2.9 and where serving as an accessible ramp, must complywith AS1428.1-2009 Amdt 1 2010.24. The floor surface of ramps, treads/nosings of stairways and landings are to have a slip resistance classificationnot less than that listed in NCC 2016 Table D2.14.25. All going & risers of stairways are to comply with NCC 2016 Clause D2.13.26. All landings to comply with NCC 2016 Clause D2.14.27. Restriction on placement of steps or ramps at door thresholds to be in accordance with NCC 2016 ClauseD2.15. Thresholds steps where permitted are to be no greater than 190mm in accordance with Clause D2.15 (nogreater than 50 mm in Class 9b entertainment venue).28. Balustrades are to be provided and shall comply with NCC 2016 Clause D2.16.29. Handrails are to be provided where required and shall comply with NCC 2016 Clause D2.17 Clause 12 ofAS1429.1-2009 Amdt 1.30. Doorways and doors are to comply with NCC 2016 Clause D2.19 and D2.20.31. Operation of door latches is to comply with NCC 2016 Clause D2.21.32. Access for people with disabilities is to comply with NCC 2016 clauses D3.1, D3.2, D3.3, D3.5 carparking D3.6signage, D3.7 hearing, D3.8 Tactiles , D3.9 seating, D3.10 Swimming pools. D3.11 ramps and D3.12 glazing andAS 1428.1 – 2009 Amdt 1.33. Signage for people with disabilities in accordance with BCA 2014 D3.6, Spec D3.6 and AS1428.1-2009 Amdt 134. Tactile indicators to be provided in accordance with BCA 2014 Clause D3.8 and AS/NZS 1428.4.1-2009 Amdt1.35. Marking of glazing in accordance with BCA 2014 D3.12, and AS 1428.1- 2009 Amdt 2 2014.36. Existing fire hydrants to provide coverage to the new layout in accordance with NCC 2016 Clause E1.3 and AS2419.1 – 2005 Amdt 1 2007.37. Existing fire hose reels to provide coverage to the new layout in accordance with NCC 2016 E1.4 and AS2441-2005 Amdt 1 2009. Fire hose reels to be located within 4m of the exit.38. Existing sprinklers to be modified to suite new layout in accordance with current fire safety schedule.39. Portable fire extinguishers to comply with NCC 2016 Clause E1.6 and AS 2444-2001.40. Miscellaneous air-handling systems covered by Sections 5 (miscellaneous) and 11(Kitchen hood exhaust ) ofAS/NZS 1668.1 2015 serving more than one fire compartment (other than a carpark ventilation system) and notforming part of a smoke hazard management system must comply with that Section of the Standard.41. Passenger lifts are to comply with NCC 2016 Clauses E3.1, Specification E1.3 E3.6, Table E3.6a, Table E3.6b,E3.7, E3.8, E3.9, E.10 & AS1735. AS 1735.11-1986 & AS 1735.1-2016.42. Signs warning against use of lifts are to comply with NCC 2016 Clause E3.3.43. All applicable fire services to be altered to suit new layout in accordance with appropriate AustralianStandards.44. Emergency lighting is to comply with NCC 2016 Clause E4.2, E4.3, E4.4 and AS 2293.1-2005 Amdt 1 2008.45. Exit signs are to comply with NCC 2016 Clause E4.5, E4.6, E4.8 and AS 2293.1-2005 Amdt 1 2008.46. Stormwater drainage is to comply with AS/NZS 3500.3 -2015.47. Building elements in wet areas must be water-resistant or waterproof, as required, in accordance with clauseNCC 2016 F1.7 and AS 3740 – 2010 Amdt 1 2012.48. Damp proofing & damp proof course shall comply with NCC 2016 F1.9 & AS/NZS 2904-1995 Amdt 1 & 2 (DPC)or AS 3660.1-2014.49. Floors on ground shall prevent moisture rising by the insertion of a vapour barrier in accordance with NCC2016 Clause F1.10 & AS 2870-2011.50. Sanitary and other facilities are to be provided in accordance with NCC 2016 F2.1 and F2.3, as relevant.51. The accessible sanitary facility and ambulant facilities for people with disabilities shall be constructed to complywith AS1428.1-2009 and NCC 2016 Clause F2.4.52. Construction of sanitary facilities is to be in accordance with NCC 2016 Clause F2.5.53. Sanitary compartments doors must be removable from the outside unless there is a clear space of 1.2m inaccordance with NCC 2016 clause F2.5.54. Artificial lighting & power is to be in accordance with NCC 2016 Clause F4.4, J6.2, J6.3, J6.4, J6.5 & J6.6 &AS/NZS 1680.1-2006.55. Mechanical ventilation is to be in accordance with NCC 2016 Clause F4.7, F4.9 J3.5 & J3.7 (evaporativecoolers), J5.2, J5.3, J5.4 & J5.5 & AS 1668.2 - 201256. Walls (Building fabric & building sealing energy efficiency) – NCC 2016 Clause J1.5 & J3.657. Glazing (Energy Efficiency measures) – NCC 2016 Clause J2.1 and J2.4 and U-Values and SHGC of glazing tosupport a completed glazing calculator58. Hot water supply (Energy Efficiency) – NCC 2016 Clause J7.2 & Part B2 of NCC Volume 3 – Plumbing Code ofAustralia59. Access for maintenance (Energy Efficiency) – NCC 2016 Clause J8.360. Wall ties to comply with AS3700-2011 & AS2699.1-2000 based on distance of the structure from the coast andwhether that coast opens to a shelthered bay or clear ocean61. Adaptable housing units shall comply with AS4299-1995.
SECTION 96110-112 ADDISON ROAD, MARRICKVILLE
STRUCTURE Foundations, footings, reinforced concrete, slabs, retainingwalls, framing, bracing, tie-down and other structural elementsare to be designed and constructed in accordance with theStructural Engineer’s details and specifications.
HYDRAULICSStormwater drainage, waste water drainage, fresh water, gassupply and other hydraulic services are to be designed andconstructed in accordance with the Local Authority, StatutoryAuthority, Hydraulic and/or Civil Works Consultant’srequirements.
EROSION & SEDIMENT CONTROLApply erosion and sediment control measures in accordancewith the Local Authority and, where applicable, Hydraulic or CivilWorks Consultant’s requirements to avoid erosion,sedimentation and/or contamination of the site, surrounds andstormwater drainage system. Apply measures to ensure that thesite remains free of water and to prevent water flow over the newwork. Erosion & sediment control measures are to be effectivefrom commencement of the works (including demolition) andmaintained throughout the course of the works until the site isfully stabilised.
SERVICES (EXISTING & PROPOSED)Confirm location of existing under and above-ground servicesand coordinate with the relevant service authority to ensure thatservices are handled in accordance with the relevant authoritiesinstructions prior to commencement of demolition, excavationand/or construction works.
LEVELSLevels shown are consistent with the datum and benchmarksshown on the associated detail survey. In most instances thesurveyed levels will be indicated relative to Australian HeightDatum. However the existing site levels and datum are to beconfirmed on site with the reference to the site surveydocuments.
FALLSFinish surfaces typically to fall as required to facilitate effectivedrainage.
INTERPRETATION“Provide” means to supply and install.“Required” means required by the contract documents or by theLocal or Statutory Authorities.“Proprietary” means identifiable by naming the manufacturer,supplier, installer, trade name, brand name, and catalogue orreference number.
scale - N.T.S.LOCATION PLAN1
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 07.03.17 CONSULTANT COORDINATION AC 17.03.17 DRAFT CCD 13.04.17 DRAFT S96 ISSUEE 27.04.17 QS ISSUEF 15.05.17 QS ISSUEG 16.05.17 S96 ISSUE
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
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26/06/2017 10:19:23 AM
110-112 ADDISON ROADMARRICKVILLE
S96-002 KAA1510
VIEW 01 - ADDISON ROADPERSPECTIVE
SECTION 96
V1 ADDISON ROAD PERSPECTIVE1
12PM WINTER SOLSTICE
01. HERRING BONE BRICKPAVING AROUND EXISTING
SANDSTONE CURBS
08. VERTICAL BORDEREDOFF-FORM CONCRETE
06. FAIR FACED CONCRETE
FINISHES SCHEDULE
4
16 13 13
8 17
12. SAFETY JALOUSIEGLASS LOUVRES
12
- VIEW FROM THE OPPOSITE BOUNDARYCIRCA 1:100 @ A3
13. RECYCLED BRICKS
14
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 17.03.17 DRAFT CCC 13.04.17 DRAFT S96 ISSUED 20.04.17 CONSULTANT COORDINATION DE 27.04.17 QS ISSUEF 15.05.17 QS ISSUEG 16.05.17 S96 ISSUE
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
G
26/06/2017 10:28:42 AM
110-112 ADDISON ROADMARRICKVILLE
S96-003 KAA1510
VIEW 02 - ILLAWARRA ROADPERSPECTIVE
SECTION 96
V2 ILLAWARRA ROAD PERSPECTIVE1
8
15 13
8 1712
12PM WINTER SOLSTICE
- VIEW FROM THE OPPOSITE BOUNDARYCIRCA 1:100 @ A3
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 17.03.17 DRAFT CCC 13.04.17 DRAFT S96 ISSUED 20.04.17 CONSULTANT COORDINATION DE 27.04.17 QS ISSUEF 15.05.17 QS ISSUEG 16.05.17 S96 ISSUE
01. HERRING BONE BRICKPAVING AROUND EXISTING
SANDSTONE CURBS
08. VERTICAL BORDEREDOFF-FORM CONCRETE
06. FAIR FACED CONCRETE
FINISHES SCHEDULE
12. SAFETY JALOUSIEGLASS LOUVRES
13. RECYCLED BRICKS
15. TILES 16 AUSTRAL PLYWOOD
17. BLADE SUN SHADE
17
16
AS96-160
AS96-160
H
H
G
G
F
F
C
C
B
B
A
A
01 01
02 02
03 03
04 04
05 05
07 07
08 08
06 06
4565 8185 2450 6565 3560 3810 5745 50
E
E
4680
5400
4500
2450
8650
4180
4530
4970
5525
60010 10
LIFT B
LIFT AEXISTINGBUILDING ABOVE
09 09
D
D
1:8 RAMP 1:4 RAMP
300
3320
300
SHAR
EDZO
NESTAIR ABOVE2450 F/C UNDERSIDECLEARANCE
STOR
AGE
KERB ABOVE
TRAFFICCONTROL BOX
TELSTRA PIT
TRAFFICCONTROL BOX
SV SV
TELSTRAPIT
GRATED PITEKI INLET
TELSTRAPIT
GAS
HYD
TRAFFIC LIGHT
TRAFFIC LIGHT STOR
AGE
1
2
4
5
3
11
6
7
8
9
21
20
18
22
25
24
26
27
28
30
STOR
AGE
LANDSCAPE ABOVE
BS96-161
BS96-161
23
CS96-162
CS96-162
31
33
34
+RL 6.78
STOR
AGE
STOR
AGE
STOR
AGE
DEEP SOIL
STOR
AGE
KERB ABOVE ATGROUND LEVEL
TREE LOCATION AT GROUND LEVEL
TREE LOCATION ATGROUND LEVEL
TREE LOCATION AT GROUND LEVEL
STOR
AGE
EXISTINGBUILDING ABOVE
EXISTINGBUILDING ABOVE
TREE LOCATION AT GROUND LEVEL
GROUND FLOOR FOOTPRINTSHOWN DASHED
PLANT
FIRE STAIR 3
5800
TREE LOCATION AT GROUND LEVEL
TREE LOCATION AT GROUND LEVEL
32
HYDSVHYD
4680
5400
4500
150
100
2200
3300
100
5250
255
100
3825
1675
100
2755
4970
2525
250
2750
600
5800
12
FHR
SHAR
EDZO
NE
10
29
35
DS96-163
DS96-163
+RL 6.44
4425
3300
19
9805
FHR
ELECTRICAL MAIN SWITICH ROOM TOELECTRICAL ENGINEER'S DETAILS
PLANT
2400
+RL 6.78
R 10
000
STAIRLANDINGABOVE
ALL NEW FIRE ISOLATED STAIR TO HAVESINGLE HANDRAIL COMPLYING WITHAS1428.1-2009 & STAIR NOSINGS
ALL NEW FIRE ISOLATED STAIRTO HAVE SINGLE HANDRAILCOMPLYING WITH AS1428.1-2009& STAIR NOSINGS
1270
13 14 15 16 17
RAINWATER RE-USE TANK ABOVE23.23M³
1:20 DRIVEWAY RAMP 39805
MOTORCYCLE
FIRE HYDRANT PUMP (725mm x 2500mm)
DEEP SOIL
FH
FH
COLD WATERPUMP ROOM
4475
OSD TANK ABOVE 23M³
STOR
AGE
STORAGE
11
11
1200
+RL 6.44 +RL 6.00
+RL 6.00+R
L 6.78
DRIVEWAY RAMP 1
+RL 6.52
SIGNAL
SIGNAL
875
875
KERB
KERB CARPARKEXHAUST RISER
REFER TO DEFERRED COMMENCEMENTREPORT & THE STRUCTURAL ENGINEER'SLETTER FOR DETAILS ON THE EXISTING WALLABOVE IN REGARDS TO CONDITION PART A 3.
230
KERB
GARAGE DOOR
KERB
+RL 6
.56
SHAR
EDZO
NE
PLANTER TO ABOVE - NOT TOIMPEDE ACCESSIBLE CAR SPACE
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
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26/06/2017 10:19:39 AM
110-112 ADDISON ROADMARRICKVILLE
S96-010 KAA1510
BASEMENT PLAN
SECTION 96
scale - 1 : 200@ A3BASEMENT1
NOTE:• MINIMUM 2200mm HEADROOM CLEARANCE TO
STRUCTURE AND SERVICES• MINIMUM 2500mm HEADROOM CLEARANCE FOR
ACCESSIBLE AND SHARED ZONE SPACES TOSTRUCTURE AND SERVICES
• MINIMUM 5500mm WIDE GARAGE DOOR TO ALLDOUBLE PRIVATE GARAGES
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 22.02.17 REVISED ACCESSD 24.02.17 DEFERRED COMMENCEMENT ISSUEE 13.03.17 STRUCTURAL REVIEWF 14.03.17 MECHANICAL ISSUEG 14.03.17 LANDSCAPE ISSUEH 17.03.17 DRAFT CCI 27.03.17 CONSULTANT COORDINATION BJ 28.03.17 CONSULTANT COORDINATION CK 10.04.17 ELEC. ISSUEL 11.04.17 MECH. ISSUEM 13.04.17 DRAFT S96 ISSUEN 20.04.17 CONSULTANT COORDINATION DO 27.04.17 QS ISSUEP 15.05.17 QS ISSUEQ 16.05.17 S96 ISSUE
S96-153
1
S96-152
1
S96-151
1
AS96-160
AS96-160
H
H
G
G
F
F
C
C
B
B
A
A
01 01
02 02
03 03
04 04
05 05
07 07
08 08
06 06
G.R04CAFE / RESTAURANT
LIFT B
G.C02COMMERCIAL
G.C03COMMERCIAL
G.C05COMMERCIAL
G.C06COMMERCIAL
G.C07COMMERCIAL
FIRESTAIR 2
4565 8185 2450 6565 3560 3810 5745
E
E
4680
5400
4500
2450
8650
4180
4530
4970
5525
10 10
COMMON CIRCULATION (EXT. VENT.)(89.06 m²)
COMMON CIRCULATION(12.12 m²)
09 09
D
D
1:14 R
AMP
1
MAIL
G.C01COMMERCIAL
HYDSV
HYD
GRATED PITEKI INLET
LANDSCAPEAREA
POWERPOLE
LIFT A
+RL 9.92
36
BS96-161
BS96-161 1:4 RAMP
CS96-162
CS96-162
EX RL 9.00
FIRE STAIR 3
1:8 RAMP
LEVEL 1 ABOVE SHOWN DASHED
H A N D L E Y L A N E
SHAREDZONE
KIOS
KSU
BSTA
TION
DEEP SOIL
STAIR TOLEVEL 1
FIRESTAIR 1
FIRE EGRESS
+RL 9.70
+RL 9.14
+RL 9.70
2000
DS96-163
NATURAL GAS REGULOATOR INPLANTER TO HYDRAULIC'S DETAILS
G/H/
C
300
3320
300
+RL 10.15
ELEC
.CU
PBOA
RD
FIRE HYDRANT BOOSTER
RAINWATER RE-USE TANKBELOW 23.23M³
1:25 RAMP3600
LOCATIONFOR WC
LOCATIONFOR WC
LOCATIONFOR WC
5800
3300
1:20 WALKWAY REMOVABLE BOLARDS
1:14 RAMP 1
2500
GAS & COLD WATER METER
WASTESTORAGE
FH
FH
6000
(SID
E BO
UNDA
RY S
ETBA
CK)
FHR
FHR
FHR
FH
EXISTING TREE TO BE REMOVED
OSD TANK BELOW 23M³
COMMERCIALVISITOR
4 BICYCLE SPACES
6 WAL
L MOU
NTED
BICY
CLE
SPAC
ES
9.979.96
9.95
9.88
9.84
9.81
9.79
9.76
9.65
9.56
9.45
9.40
9.81
9.81
10.01
10.08
10.14
10.0810.05
10.04
9.91
9.85
10.00 10.00
9.939.98
9.73
9.71
9.63
8.898.68
9.81
9.76
9.819.87
9.859.85
9.88
9.999.98
9.97
9.91 9.93
9.83 9.90
9.82
9.41
8.508.738.84
8.93
8.90
8.55 8.54
8.45
9.48
TRAFFICCONTROL BOX
TELSTRA PIT
TRAFFICCONTROL BOX
SV SV
TELSTRAPIT
TRAFFIC LIGHT
TRAFFIC LIGHT
EKI INLET
TELSTRAPIT
GAS
EX RL 9.40
GRATED PIT
HYD
R 10000
HYDSV
HYD
I L L
A W
A R
R A
R
O A
D
A D D I S O N R O A D
BOUNDARY 3705m
m 74°10
'00"
BOUNDARY 33160mm 114°43'35"
BOUN
DARY
3933
0mm
33°3
5'55"
BOUNDARY 34920mm 303°41'35"
BOUN
DARY
2435
0mm
213°
56'30
"BO
UNDA
RY 91
450m
m 21
3°51
'20"
BOUN
DARY
1197
5mm
213°
55'20
"
1:14
1:14
LOADING
10 BINS
DEEP SOIL
1005
1025
1025
1025
1025
1060
INTERCOM SYSTEM TO BE INSTALLED INACCORDANCE WITH CONDITION 28
SIGNAGE
REFER DEFERRED COMMENCEMENT REPORT & THESTRUCTURAL ENGINEER'S LETTER FOR DETAILS ON THEEXISTING WALL IN REGARDS TO CONDITION PART A 3.
11
11
SIGNAGE TO ACCESSCONSULTANT'S DETAILSSIGNAGE TO ACCESS
CONSULTANT'S DETAILS
SIGNAGE TO ACCESSCONSULTANT'S DETAILS
900mm SETBACK FROM SITE BOUNDARYTO ACCESS REQUIREMENTS
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
T
26/06/2017 10:20:00 AM
110-112 ADDISON ROADMARRICKVILLE
S96-012 KAA1510
LEVEL 1 PLAN
SECTION 96
scale - 1 : 200@ A3LEVEL 11
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 24.02.17 DEFERRED COMMENCEMENT ISSUED 28.02.17 HYDRAULIC COORDINATIONE 06.03.17 HYDRAULIC COORDINATION R2F 07.03.17 CONSULTANT COORDINATION AG 13.03.17 STRUCTURAL REVIEWH 14.03.17 MECHANICAL ISSUEI 14.03.17 LANDSCAPE ISSUEJ 17.03.17 DRAFT CCK 27.03.17 CONSULTANT COORDINATION BL 28.03.17 CONSULTANT COORDINATION CM 10.04.17 ELEC. ISSUEN 11.04.17 MECH. ISSUEO 13.04.17 DRAFT S96 ISSUEP 20.04.17 CONSULTANT COORDINATION DQ 27.04.17 QS ISSUER 02.05.17 WALL TYPE REVIEWS 15.05.17 QS ISSUET 16.05.17 S96 ISSUE
S96-153
1
S96-152
1
S96-151
1
AS96-160
AS96-160
H
H
G
G
F
F
C
C
B
B
A
A
01 01
02 02
03 03
04 04
05 05
07 07
08 08
4680
5400
4500
2450
8650
4180
4530
4970
5525
2200
06 06
4565 8185 2450 6565 3560 3810 5745
BALCONY
E
E
10 10
LIFT B
09 09
D
D
2.A103 BED
2.A09 (A)1 BED
2.A082 BED
2.A073 BED
2.A041 BED
2.A01 (A)2 BED+S
2.A021 BED+S
BALCONYBALCONY
BALCONY
BALCONY
BALCONY
BALCONY
BALCONY
COMMON CIRCULATION
9050
BALCONY
BALCONY
8000
2.A06 (A)1 BED
725
BS96-161
BS96-161
CS96-162
CS96-162
COMMON CIRCULATION (EXT. VENT.)(30.00 m²)
HIGHLIGHT WINDOWTO BATHROOM
LIFT A
6000
7000
2300
2475
LEVEL 3 PROFILE SHOWNDASHED
LIGHTWELL TOGROUND LEVEL
NON TRAFFICABLE ROOF
2.A052 BED
FIRE STAIR 1
FIRE STAIR 2
+RL 15.52
STAIRLANDING
DS96-163
DS96-163
G/H/C
E16
00
H/C
FH
FH
1550
5745
3000
4105
3000
3000
3100
3195
4060
4075
4000
4740
3700
3550
3100
3000
7725
4530
2950 4535
3600
4185
3000
3030
E
G/H/C
3140
11
11
TRANSOM (OPERABLE) WINDOW ABOVE THE DOORACCORDING TO CONDITION 6
TRANSOM (OPERABLE) WINDOW ABOVE THE DOOR
ALL NEW FIRE ISOLATED STAIR TO HAVESINGLE HANDRAIL COMPLYING WITHAS1428.1-2009 & STAIR NOSINGS
ALL NEW FIRE ISOLATED STAIR TO HAVESINGLE HANDRAIL COMPLYING WITHAS1428.1-2009 & STAIR NOSINGS
WASTE & RECYCLING CHUTEACCORDING TO CONDITION PART A 5
WASTE & RECYCLING CHUTEACCORDING TO CONDITION PART A 5
2.A031 BED
2985
GRID
LINES
STRU
CTUR
AL C
OLUM
NS
BUILD
ING
SETB
ACK
EXTE
RNAL
WAL
LS
INTE
RNAL
WAL
LS
GRIDLINES
STRUCTURAL COLUMNS
EXTERNAL WALLS
INTERNAL WALLS
BUILDING SETBACK
GRID
LINES
STRU
CTUR
AL C
OLUM
NS
BUILD
ING
SETB
ACK
EXTE
RNAL
WAL
LS
INTE
RNAL
WAL
LS
GRIDLINES
STRUCTURAL COLUMNS
EXTERNAL WALLS
INTERNAL WALLS
BUILDING SETBACK
I L L
A W
A R
R A
R
O A
D
A D D I S O N R O A D
BOUNDARY 3705m
m 74°10
'00"
BOUNDARY 33160mm 114°43'35"
BOUN
DARY
3933
0mm
33°3
5'55"
BOUNDARY 34920mm 303°41'35"
BOUN
DARY
2435
0mm
213°
56'30
"BO
UNDA
RY 91
450m
m 21
3°51
'20"
BOUN
DARY
1197
5mm
213°
55'20
"
4680
5400
4500
2450
8650
4180
4530
4970
5525
600
50 4565 8185 2450 6565 3560 3810 5745225
COMMON CIRCULATION TO HAVE FIXED GLASS OPENLOUVRES IN ACCORDANCE WITH CONDITION 5
1500
WC EXHAUST 450MM X 200MMGARBAGE EXHAUST RISER 450MM X 250MM
CAFE EXHAUST RISER 800MM X 800MMCARPARK SUPPLY RISER 800MM X 400MMCARPARK EXHAUST RISER 1000MM X 400MM
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
R
26/06/2017 10:20:17 AM
110-112 ADDISON ROADMARRICKVILLE
S96-014 KAA1510
LEVEL 3 PLAN
SECTION 96
scale - 1 : 200@ A3LEVEL 31
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 24.02.17 DEFERRED COMMENCEMENT ISSUED 28.02.17 HYDRAULIC COORDINATIONE 07.03.17 CONSULTANT COORDINATION AF 13.03.17 STRUCTURAL REVIEWG 14.03.17 MECHANICAL ISSUEH 14.03.17 LANDSCAPE ISSUEI 17.03.17 DRAFT CCJ 27.03.17 CONSULTANT COORDINATION BK 28.03.17 CONSULTANT COORDINATION CL 10.04.17 ELEC. ISSUEM 11.04.17 MECH. ISSUEN 13.04.17 DRAFT S96 ISSUEO 20.04.17 CONSULTANT COORDINATION DP 27.04.17 QS ISSUEQ 15.05.17 QS ISSUER 16.05.17 S96 ISSUE
S96-153
1
S96-152
1
S96-151
1
AS96-160
AS96-160
H
H
G
G
F
F
C
C
B
B
A
A
01 01
02 02
03 03
04 04
05 05
07 07
08 08
06 06
E
E
10 10
09 09
D
D
BS96-161
BS96-161
L.A042 BED+S
L.A032 BED+S
CS96-162
CS96-162
L.A012 BED
DS96-163
DS96-163
LIFTOVERRUN
LIFTOVERRUN
7340
L.A052 BED
ROOF / PLANT
SKYLIGHTABOVE
SKYLIGHT ABOVE
SKYLIGHTABOVE
OPERABLESKYLIGHTABOVE
SKYLIGHTABOVE
LADDER HATCH FROM THIRDFLOOR TO ROOF / PLANT
7755
SOLAR PANELS
FH
FHR
SKYLIGHT
3500
3410
3370
3000
3500
3530
3620
4000
3340
1070
OPERABLESKYLIGHTABOVE
OPERABLE SKYLIGHT ABOVE
OPERABLE SKYLIGHT ABOVE
11
11
CARPARKEXHAUST RISER
GRID
LINES
STRU
CTUR
AL C
OLUM
NS
BUILD
ING
SETB
ACK
EXTE
RNAL
WAL
LS
INTE
RNAL
WAL
LS
GRIDLINES
STRUCTURAL COLUMNS
EXTERNAL WALLS
INTERNAL WALLS
BUILDING SETBACK
GRID
LINES
STRU
CTUR
AL C
OLUM
NS
BUILD
ING
SETB
ACK
EXTE
RNAL
WAL
LS
INTE
RNAL
WAL
LS
GRIDLINES
STRUCTURAL COLUMNS
EXTERNAL WALLS
INTERNAL WALLS
BUILDING SETBACK
I L L
A W
A R
R A
R
O A
D
A D D I S O N R O A D
BOUNDARY 3705m
m 74°10
'00"
BOUNDARY 33160mm 114°43'35"
BOUN
DARY
3933
0mm
33°3
5'55"
BOUNDARY 34920mm 303°41'35"
BOUN
DARY
2435
0mm
213°
56'30
"BO
UNDA
RY 91
450m
m 21
3°51
'20"
BOUN
DARY
1197
5mm
213°
55'20
"
4680
5400
4500
2450
8650
4180
4530
4970
5525
600
4680
5400
4500
2450
8650
4180
4530
4970
5525
50 4565 8185 2450 6565 3560 3810 5745225
ANY AND ALL PLAN (INCLUDING AIR CONDITIONING) ISNOT TO PROJECT ABOVE THE HEIGHT OF THE ROOF INACCORDANCE WITH CONDITION 10
FLOOR WASTES TO HYDRAULICENGINEER'S REQUIREMENTS
PARAPET T.O.W. RL 23.15
STORAGE WITHINROOF SPACE
CUTOUT TO ROOF BELOW
CUTOUT TO ROOF BELOW
+RL 24.15
UP
UP
UPUP
UP
UP
UP
UP
UP
UP
WC EXHAUST 450MM X 200MMGARBAGE EXHAUST RISER 450MM X 250MM
HOTWATERPLANT
CAFE EXHAUST FAN
AIR CONDITIONING CONDENSER 1.5m HIGH
CAFE EXHAUST RISER 800MM X 800MMCARPARK SUPPLY RISER 800MM X 400MMCARPARK EXHAUST RISER 1000MM X 400MM
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
Q
26/06/2017 10:38:36 AM
110-112 ADDISON ROADMARRICKVILLE
S96-015 KAA1510
LOFT LEVEL
SECTION 96
scale - 1 : 200@ A3LOFT LEVEL1
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 28.02.17 HYDRAULIC COORDINATIOND 07.03.17 CONSULTANT COORDINATION AE 13.03.17 STRUCTURAL REVIEWF 14.03.17 MECHANICAL ISSUEG 14.03.17 LANDSCAPE ISSUEH 17.03.17 DRAFT CCI 27.03.17 CONSULTANT COORDINATION BJ 28.03.17 CONSULTANT COORDINATION CK 10.04.17 ELEC. ISSUEL 11.04.17 MECH. ISSUEM 13.04.17 DRAFT S96 ISSUEN 20.04.17 CONSULTANT COORDINATION DO 27.04.17 QS ISSUEP 15.05.17 QS ISSUEQ 16.05.17 S96 ISSUE
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
O
26/06/2017 10:38:43 AM
110-112 ADDISON ROADMARRICKVILLE
S96-016 KAA1510
ROOF PLAN
SECTION 96
scale - 1 : 200@ A3ROOF PLAN1
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 07.03.17 CONSULTANT COORDINATION AD 14.03.17 MECHANICAL ISSUEE 14.03.17 LANDSCAPE ISSUEF 17.03.17 DRAFT CCG 27.03.17 CONSULTANT COORDINATION BH 28.03.17 CONSULTANT COORDINATION CI 10.04.17 ELEC. ISSUEJ 11.04.17 MECH. ISSUEK 13.04.17 DRAFT S96 ISSUEL 20.04.17 CONSULTANT COORDINATION DM 27.04.17 QS ISSUEN 15.05.17 QS ISSUEO 16.05.17 S96 ISSUE
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
I
26/06/2017 10:20:49 AM
110-112 ADDISON ROADMARRICKVILLE
S96-104 KAA1510
PRE/POST ADAPTABLEUNITS-LEVEL 1 & 2
SECTION 96
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 20.02.17 REVISED BIN ROOMC 24.02.17 DEFERRED COMMENCEMENT ISSUED 07.03.17 CONSULTANT COORDINATION AE 17.03.17 DRAFT CCF 13.04.17 DRAFT S96 ISSUEG 27.04.17 QS ISSUEH 15.05.17 QS ISSUEI 16.05.17 S96 ISSUE
scale - N.T.S.LEVEL 1 & 2 - PRE-ADAPTABLE UNIT A091
scale - N.T.S.LEVEL 1 & 2 - POST-ADAPTABLE UNIT A092
LEVEL 1FFL 13.90
LOFT LEVELFFL 22.75
GROUND FLOORFFL 10.60
LEVEL 2FFL 16.95
LEVEL 3FFL 20.00
H G F C B AE D
ROOFFFL 25.55
GROUND FLOOR - BFFL 9.70
EAST
BOU
NDAR
Y
WES
T BO
UNDA
RY
CS96-162
CS96-162
LINE OF 14m BUIDLING HEIGHT LIMITFROM NATURAL GROUND LEVEL
ILLAWARRA ROAD
3300
3050
3050
2750
2800
SIGHT LINE FROMILLAWARRA ROAD
LINE OF 14m BUIDLING HEIGHTLIMIT FROM FREEBOARD RL10.60
ADDISON ROAD
ANY AND ALL PLANT (INCLUDING AIRCONDITIONING) IS NOT TO PROJECTABOVE THE HEIGHT OF THE ROOFACCORDING TO CONDITION 10
THE INFILL TO THE BALUSTRADE FOR THEACCESSIBLE RAMP FRONTING ADDISON ROAD IS TOBE CLEAR GLAZING ACCORDING TO CONDITION 2.
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
REFER DERFERRED COMMENCEMENT REPORT &THE STRUCTURAL ENGINEER'S LETTER FORDETAILS ON EXISTING BOUNDARY WALL SHOWNDASHED IN REGARDS TO CONDITION PART A 3.
LINE OF 14m BUILDINGHEIGHT LIMIT FROMFREEBOARD RL10.60
HANDLEY WAY
ANY AND ALL PLANT (INCLUDING AIR CONDITIONING) ISNOT TO PROJECT ABOVE THE HEIGHT OF THE ROOFACCORDING TO CONDITION 10
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
I
26/06/2017 10:21:28 AM
110-112 ADDISON ROADMARRICKVILLE
S96-152 KAA1510
SOUTH ELEVATION
SECTION 96
scale - 1 : 200@ A3HANDLEY WAY ELEVATION - SOUTH1
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 24.02.17 DEFERRED COMMENCEMENT ISSUEC 07.03.17 CONSULTANT COORDINATION AD 17.03.17 DRAFT CCE 13.04.17 DRAFT S96 ISSUEF 20.04.17 CONSULTANT COORDINATION DG 27.04.17 QS ISSUEH 15.05.17 QS ISSUEI 16.05.17 S96 ISSUE
LEVEL 1FFL 13.90
LOFT LEVELFFL 22.75
GROUND FLOORFFL 10.60
LEVEL 2FFL 16.95
LEVEL 3FFL 20.00
AS96-160
AS96-160
01020304050708 0610 09
ROOFFFL 25.55
GROUND FLOOR - BFFL 9.70
No. 108 ADDISION ROAD
2800
2750
3050
3050
3300
900
BS96-161
BS96-161
No. 1ILLAWARRAROAD
SOUT
H BO
UNDA
RY
NORT
H BO
UNDA
RY
LINE OF 14m BUILDING HEIGHT LIMITFROM NATURAL GROUND LEVEL
ADDISON ROAD
SEC-34 PROFILE SHOWN DASHED
DS96-163
DS96-163 LINE OF 14m BUILDING HEIGHT
LIMIT FROM FREEBOARD RL10.60
ANY AND ALL PLANT (INCLUDING AIR CONDITIONING) ISNOT TO PROJECT ABOVE THE HEIGHT OF THE ROOFACCORDING TO CONDITION 10
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
H
26/06/2017 10:21:41 AM
110-112 ADDISON ROADMARRICKVILLE
S96-153 KAA1510
EAST ELEVATION
SECTION 96
scale - 1 : 200@ A3EAST ELEVATION1
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 07.03.17 CONSULTANT COORDINATION AC 17.03.17 DRAFT CCD 13.04.17 DRAFT S96 ISSUEE 20.04.17 CONSULTANT COORDINATION DF 27.04.17 QS ISSUEG 15.05.17 QS ISSUEH 16.05.17 S96 ISSUE
LEVEL 1FFL 13.90
LOFT LEVELFFL 22.75
GROUND FLOORFFL 10.60
LEVEL 2FFL 16.95
LEVEL 3FFL 20.00
BASEMENTFFL 6.78
2800
2750
3050
3050
3300
3820
HGFCBA E
+RL 10.60
D
ROOFFFL 25.55
GROUND FLOOR - BFFL 9.70
ILLAWARRA ROAD
REAR OF No.106ADDISON ROAD
LIFTSHAFT
SIGHT LINE FROMILLAWARRA ROAD
REAR OF No.104ADDISON ROAD
REAR OFNo.122
ADDISONROAD
EAST
BOU
NDAR
Y
WES
T BO
UNDA
RY
HANDLEY STREET
REAR OF No.102ADDISON ROAD
2520
LINE OF 14m BUILDING HEIGHTLIMIT FROM NATURAL GROUNDLEVEL
LINE OF 14m BUILDING HEIGHTLIMIT FROM FREEBOARD RL10.60
3.A032 BED+S
2.A041 BED
1.A042 BED
2.A01 (A)2 BED+S
L.A012 BED
L.A032 BED+S
G.C02COMMERCIAL
1.A01 (A)2 BED+S
ANY AND ALL PLANT (INCLUDING AIR CONDITIONING)IS NOT TO PROJECT ABOVE THE HEIGHT OF THEROOF ACCORDING TO CONDITION 10
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
H
26/06/2017 10:22:02 AM
110-112 ADDISON ROADMARRICKVILLE
S96-160 KAA1510
SECTION AA
SECTION 96
1 : 200SECTION AAA
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 07.03.17 CONSULTANT COORDINATION AC 17.03.17 DRAFT CCD 13.04.17 DRAFT S96 ISSUEE 20.04.17 CONSULTANT COORDINATION DF 27.04.17 QS ISSUEG 15.05.17 QS ISSUEH 16.05.17 S96 ISSUE
LEVEL 1FFL 13.90
LOFT LEVELFFL 22.75
GROUND FLOORFFL 10.60
LEVEL 2FFL 16.95
LEVEL 3FFL 20.00
BASEMENTFFL 6.78
HGFCBA ED
ROOFFFL 25.55
GROUND FLOOR - BFFL 9.70
REAR OF No.106ADDISON ROAD
2800
2750
3050
3050
3300
900
2920
LINE OF 14m BUILDING HEIGHTLIMIT FROM NATURAL GROUNDLEVEL
1400
0
2.A052 BED
1.A052 BED
3.A042 BED+S
L.A032 BED+S
3.A052 BED
2.A06 (A)1 BED
1.A06 (A)1 BED
G.C03COMMERCIAL
RL 13.400
WES
T BO
UNDA
RY
EAST
BOU
NDAR
Y
PEDESTRIANLINE OF SIGHT
REAR OFNo.122
ADDISONROAD
REAR OFNo.104
ADDISONROAD
ILLAWARRA ROAD
2190
ROAD
LINE OF 14m BUILDING HEIGHTLIMIT FROM FREEBOARD RL10.60
+RL 23.30
2305
ANY AND ALL PLANT (INCLUDING AIR CONDITIONING)IS NOT TO PROJECT ABOVE THE HEIGHT OF THEROOF ACCORDING TO CONDITION 10
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
H
26/06/2017 10:22:15 AM
110-112 ADDISON ROADMARRICKVILLE
S96-161 KAA1510
SECTION BB
SECTION 96
scale - 1 : 200@ A3SECTION BBB
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 07.03.17 CONSULTANT COORDINATION AC 17.03.17 DRAFT CCD 13.04.17 DRAFT S96 ISSUEE 20.04.17 CONSULTANT COORDINATION DF 27.04.17 QS ISSUEG 15.05.17 QS ISSUEH 16.05.17 S96 ISSUE
LEVEL 1FFL 13.90
LOFT LEVELFFL 22.75
GROUND FLOORFFL 10.60
LEVEL 2FFL 16.95
LEVEL 3FFL 20.00
BASEMENTFFL 6.78
01 02 03 04 05 07 0806 1009
ROOFFFL 25.55
GROUND FLOOR - BFFL 9.70
LINE OF 14m BUILDING HEIGHT LIMITFROM NATURAL GROUND LEVEL
SOUT
H BO
UNDA
RY
REAR
NOR
TH B
OUND
ARY
ADDISON ROAD
3.A063 BED
2.A082 BED
1.A082 BED
G.R04CAFE / RESTAURANT COMMON CIRCULATION (EXT. VENT.)
2.A06 (A)1 BED
1.A06 (A)1 BED
3.A052 BED
LIFT ASHAFT
LIFT BSHAFT
ROLLERSHUTTER
1&3 ILLAWARRA ROAD
1&3 ILLAWARRA ROADIN FOREGROUND
LINE OF 14m BUILDING HEIGHT LIMITFROM FREEBOARD RL10.6
PEDESTRIANSIGHT LINE
ANY AND ALL PLANT (INCLUDING AIR CONDITIONING) ISNOT TO PROJECT ABOVE THE HEIGHT OF THE ROOFACCORDING TO CONDITION 10
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
G
26/06/2017 10:22:33 AM
110-112 ADDISON ROADMARRICKVILLE
S96-162 KAA1510
SECTION CC
SECTION 96
scale - 1 : 200@ A3SECTION CCC
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 07.03.17 CONSULTANT COORDINATION AC 17.03.17 DRAFT CCD 13.04.17 DRAFT S96 ISSUEE 20.04.17 CONSULTANT COORDINATION DF 27.04.17 QS ISSUEG 15.05.17 QS ISSUE
LEVEL 1FFL 13.90
LOFT LEVELFFL 22.75
GROUND FLOORFFL 10.60
LEVEL 2FFL 16.95
LEVEL 3FFL 20.00
BASEMENTFFL 6.78
HGFCBA ED
ROOFFFL 25.55
GROUND FLOOR - BFFL 9.70
FIREEXIT
1 ILLAWARRAROAD INFOREGROUND
1700
600
800
+RL 6.20 +RL 6.20
LINE OF 14m BUILDING HEIGHT LIMITFROM NATURAL GROUND LEVEL
LINE OF 14m BUILDING HEIGHT LIMITFROM FREEBOARD RL10.60
REFER DERFERRED COMMENCEMENT REPORT &THE STRUCTURAL ENGINEER'S LETTER FORDETAILS ON EXISTING BOUNDARY WALL SHOWNDASHED IN REGARDS TO CONDITION PART A 3.
DO NOT SCALE DRAWING. VERIFY ALLDIMENSIONS ON SITE.REPORT ANY DISCREPANCIES INDOCUMENTATION TO ARCHITECT.THIS DRAWING IS FOR THE PURPOSEOF CONSTRUCTION CERTIFICATEAPPROVAL AND AS SUCH, IS NOTSUITABLE FOR CONSTRUCTION.
I
26/06/2017 10:22:56 AM
110-112 ADDISON ROADMARRICKVILLE
S96-163 KAA1510
SECTION DD
SECTION 96
scale - 1 : 200@ A3SECTION DDD
ISS DATE PURPOSE OF ISSUEA 16.01.17 CC FEE PROP ISSUEB 24.02.17 DEFERRED COMMENCEMENT ISSUEC 07.03.17 CONSULTANT COORDINATION AD 17.03.17 DRAFT CCE 13.04.17 DRAFT S96 ISSUEF 20.04.17 CONSULTANT COORDINATION DG 27.04.17 QS ISSUEH 15.05.17 QS ISSUEI 16.05.17 S96 ISSUE