Commercial Working Drawings Set by Charlotte M

DRAWING REGISTER Subset Name

Sheet No. ID Layout

Drawing Scales

Drawing Layout Name

COVER PAGES

A00

DRAWING REGISTER

1:1

COVER PAGES

A01

GENERAL NOTES

1:50

SITE & LOCALITY

A102

SITE & SETOUT PLAN

1:200

GENERAL ARRANGEMENT

A200

EXISTING CONDITION & DEMOLITION PLAN

1:500

GENERAL ARRANGEMENT

A201

SLAB SET DOWN & PENETRATIONS -GROUND FLOOR

1:100

GENERAL ARRANGEMENT

A202

SLAB SET DOWN & PENETRATIONS -FIRST FLOOR

1:100

GENERAL ARRANGEMENT

A203

TYPICAL SLAB SET DOWN SECOND TO FIFTH FLOOR

1:100

GENERAL ARRANGEMENT

A204

GROUND FLOOR PLAN

1:100, 1:50

GENERAL ARRANGEMENT

A205

PARTITION PLAN -GROUND FLOOR

1:100, 1:50

GENERAL ARRANGEMENT

A206

REFLECTED CEILING PLAN -GROUND FLOOR

1:100

GENERAL ARRANGEMENT

A207

FIRST FLOOR PLAN

1:100, 1:50

GENERAL ARRANGEMENT

A208

PARTITION PLAN -FIRST FLOOR

1:100, 1:50

GENERAL ARRANGEMENT

A209

LEVEL 02-05 TYPICAL FLOOR PLAN

1:100, 1:50

GENERAL ARRANGEMENT

A210

TYPICAL PARTITION PLAN -SECOND TO FIFTH FLOOR

1:100

GENERAL ARRANGEMENT

A211

TYPICAL REFLECTED CEILING PLAN -FIRST TO FIFTH FLOOR

1:100

GENERAL ARRANGEMENT

A212

ROOF PLAN

1:100

ELEVATIONS & SECTIONS

A300

ELEVATION 01

1:100

ELEVATIONS & SECTIONS

A301

ELEVATION 02

1:100

ELEVATIONS & SECTIONS

A302

ELEVATION 03

1:100

ELEVATIONS & SECTIONS

A303

ELEVATION 04

1:100

ELEVATIONS & SECTIONS

A304

SECTION LATERAL

1:100

ELEVATIONS & SECTIONS

A305

SECTION LONGITUDINAL

1:100

ELEVATIONS & SECTIONS

A306

STAIR PLAN

1:50, 1:10

DETAILS

A400

SECTION DETAILS

1:10, 1:50

DETAILS

A401

SECTION & PLAN DETAILS

1:10, 1:50

WET AREAS

A420

GROUND FLOOR WET AREAS

1:50

WET AREAS

A421

TYPICAL APARTMENT WET AREAS

1:50

WET AREAS

A422

TYPICAL KITCHEN JOINERY

1:50

SCHEDULES

A700

WINDOW SCHEDULE

1:50 1:1

SCHEDULES

A701

DOOR SCHEDULE

1:50 1:1

3D PERSPECTIVE NORTH EAST VIEW OF PROJECT

3D PERSPECTIVE NORTH WEST VIEW OF PROJECT

THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND VERIFY ALL ERRORS AND REVISIONS OMISSIONS TO THE DESIGNER. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DATE REV ISSUED BY THE DESIGNER FOR CONSTRUCTION.

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. STUDENT DECLARES THAT THIS ASSESMENT TASK IS THEIR OWN WORK UNLESS OTHERWISE ACKNOWLEDGED AND IS IN ACCORDANCE WITH THE INSTITUTE'S PLAGIARISM POLICY.

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

DRAWING REGISTER

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:1

Date:

Project No:

Drawing No.:

02COMS4

A00

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 H:\2016\WORK DRAW S4\a19_S4_DES_02COMST4_16.3.23 -wed class print.pln

23/03/2016

PLUMMER STREET DEVELOPMENT, LOT SEVEN CONSTRUCTION ISSUE

Subset Name

DRAWING REGISTER Layout ID

Layout Name

COVER PAGES

A00

DRAWING REGISTER

COVER PAGES

A01

GENERAL NOTES

SITE & LOCALITY

A102

SITE & SETOUT PLAN

200 GENERAL ARRANGEMENT

A200

EXISTING CONDITION & DEMOLITION PLAN

200 GENERAL ARRANGEMENT

A201

SLAB SET DOWN & PENETRATIONS -GROUND FLOOR

200 GENERAL ARRANGEMENT

A202

SLAB SET DOWN & PENETRATIONS -FIRST FLOOR

200 GENERAL ARRANGEMENT

A203

TYPICAL SLAB SET DOWN SECOND TO FIFTH FLOOR

200 GENERAL ARRANGEMENT

A204

GROUND FLOOR PLAN

200 GENERAL ARRANGEMENT

A205

FIRST FLOOR PLAN

200 GENERAL ARRANGEMENT

A206

SECOND TO FIFTH TYPICAL FLOOR PLAN

200 GENERAL ARRANGEMENT

A207

PARTITION PLAN -GROUND FLOOR

200 GENERAL ARRANGEMENT

A208

SECOND TO FIFTH FLOORS TYPICAL PARTITION PLAN

200 GENERAL ARRANGEMENT

A209

REFLECTED CEILING PLAN -GROUND FLOOR

200 GENERAL ARRANGEMENT

A210

SECOND TO FIFTH FLOORS TYPICAL REFLECTED CEILING PLAN

200 GENERAL ARRANGEMENT

A211

ROOF PLAN

ELEVATIONS & SECTIONS

A300

ELEVATION 01

ELEVATIONS & SECTIONS

A301

ELEVATION 02

ELEVATIONS & SECTIONS

A302

ELEVATION 03

ELEVATIONS & SECTIONS

A303

ELEVATION 04

ELEVATIONS & SECTIONS

A304

SECTION LATERAL

ELEVATIONS & SECTIONS

A305

SECTION LONGITUDINAL

ELEVATIONS & SECTIONS

A306

STAIR PLAN

DETAILS

A400

SECTION DETAILS

DETAILS

A401

SECTION & PLAN DETAILS

WET AREAS

A500

GROUND FLOOR WET AREAS

WET AREAS

A501

TYPICAL APARTMENT WET AREAS

WET AREAS

A502

TYPICAL KITCHEN JOINERY

600 SCHEDULES

A600

WINDOW SCHEDULE

600 SCHEDULES

A601

DOOR SCHEDULE 01

600 SCHEDULES

A602

DOOR SCHEDULE 02

3D PERSPECTIVE MODEL NORTH WEST VEIW

3D PERSPECTIVE MODEL NORTH EAST VEIW

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

DRAWING REGISTER

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:1

Date:

Project No:

Drawing No.:

02COMS4

A00

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

GENERAL NOTES All materials and work practices shall comply with, but not limited to the Building Regulations 2006, the National C0onstruction Code Series 2015 Building Code of Australia Volume 1 and all relevant current Australian standards (as amended) referred to therein. Unless otherwise specified, the term BCA shall refer to National Construction Code Series 2015 Building Code of Australia Volume 1. All materials and construction practice shall meet the Performance Requirements of the Building Code of Australia. Where an alternative solution is proposed then prior to implementation or installation it first must be assessed and approved by the Relevant Building Surveyor as meeting the Performance Requirements of the Building Code of Australia. Step sizes (other than for spiral stairs) to be: –– Risers (R) 190mm maximum and 115mm minimum –– Going (G) 355mm maximum and 250mm minimum for Public stairways and 355mm maximum and 240mm minimum for Private stairways –– 2R + 1G = 700mm maximum and 550mm minimum –– Constructed with a less than 125mm gap to open treads All treads, landings and the like to have a slip-resistance classification of P3 or R10 for dry surface conditions and P4 or R11 for wet surface conditions, or a nosing strip with a slip-resistance classification of P3 for dry surface conditions and P4 for wet surface conditions.

Provide barriers where change in level exceeds 1000mm above the surface beneath landings, ramps and/or treads. Barriers (other than tensioned wire barriers) to be: –– 1000mm minimum above finished surface level of balconies, landings or the like, and

Authorities List: Municipality_ _________________________________________________________________ Sewerage authority___________________________________________________________ Drainage authority____________________________________________________________ Relevant Building Surveyor_____________________________________________________ Relevant Fire Authority_ _______________________________________________________ Relevant Electrical Supply Authority____________________________________________

The Client and/or the Client’s Builder shall not modify or amend the plans without the knowledge and consent of [building designer’s name] except where a Registered Building Surveyor makes minor necessary changes to facilitate the Building Permit application and that such changes are promptly reported back to [building designer’s name]. The approval by this office of a substitute material, work practice, variation or the like is not an authorisation for its use or a contract variation. All variations must be accepted by all parties to the agreement and where applicable the Relevant Building Surveyor prior to implementing any variation.

Planning Permit: Planning Permit No___________________________________________________________ Issue Date____________________________________________________________________ Builder to allow for all works to comply and include all required conditions in accordance with the Planning Permit and shall be responsible for compliance with all Planning Conditions at the completion of works.

Refer to Civil Engineers design and details for all storm water, car parking and driveway construction requirements. Refer to fire services design for all hydrant, hose reels and extinguisher details. . Electrical switchboards located in the path of travel to exits to be enclosed in a metal or other non combustible cabinet with smoke proof doors. Significant switchboards shall be provided with a 5kg carbon dioxide extinguisher or another type of extinguisher with a minimum classification of 1A:E and fitted with a hose complete with extinguisher identification signage and shall be located between 2m and 20m from the significant switchboard.

Project Consultants List: Consulting Structural Engineer_________________________________________________ Consulting Civil Engineer_ _____________________________________________________ Consulting Fire Service Design_ ________________________________________________ Consulting Land Surveyor______________________________________________________ Consulting Geotechnical Engineer_____________________________________________ Consulting Landscape Designer_ ______________________________________________ Consulting Mechanical Services Engineer______________________________________ Consulting Electrical Engineer_________________________________________________ Consulting Hydraulic Engineer_________________________________________________ Consulting Lighting Designer___________________________________________________

Fire hazard properties of materials and assemblies to comply with BCA Specification C1.10. Mechanical ventilation or air-conditioning of rooms to be provided with a system complying with AS1668.2 and AS/ NZS 3666.1 as amended. Exhaust outlets to be located no closer than 6.0m to fresh air inlets. Sediment pollution control: –– A site management plan is to be implemented during construction to control sediment runoff in accordance with EPA Victoria publication #275 ‘construction techniques for sediment pollution control’. –– Provide ‘propex’ or written approved equivalent silt fences to the low side of the allotment and around all soil stockpiles and storm water inlet pits / sumps and install ‘silt stop’ filter bags over all storm water entry pits during construction works. –– ‘Supergro’ or written approved equivalent erosion control fabric to be placed over garden beds to prevent surface erosion during re vegetation period.

Site geotechnical investigation: Refer to geotechnical investigation report no__________________________________ By ___________________________________________________________________________

–– 865mm minimum above finished surface level of stair nosing or ramp, and –– Vertical with a less than 125mm gap between, and –– Any horizontal element within the barrier between 150mm and 760mm above the floor must not facilitate climbing where changes in level exceeds 4000mm above the surface beneath landings, ramps and/or treads.

WALL TYPES SCHEDULE

Top of hand rails to be minimum 865mm vertically above stair nosing and floor surface of ramps.

NOTE: REFER TO GENERAL NOTES REFER TO MANUFACTURES SPEC AND SHOP DRAWINGS

All measurements and levels in millimetres unless noted otherwise. Figured dimensions take precedence over scaled dimensions. The builder shall take all steps necessary to ensure the stability and general water tightness of all new and/ or existing structures and all essential services to be maintained during all works. The builder and subcontractors shall check and verify all dimensions, setbacks, levels and specifications and all other relevant documentation prior to the commencement of any works. Report all discrepancies to this office for clarification.

WALL TYPE 4 REINFORCED PRECAST CONCRETE WALL

50 70 130 116

WALL TYPE 5 REINFORCED IN-SITU CONCRETE

WALL TYPE 6 KINSPAN INSULATED WALL PANEL; FIXED TO LIGHT STEEL FRAME WALL; PLASTERBOARD FINISH

LOADBEARING INTERNAL CONCRETE LAYER; WITH REINFORCEMENT RIGID INSULATION & EXTERNAL CONCRETE LAYER INTERNAL & EXTERNAL NATURAL GREY OFF FORM FINISH

PLASTERBOARD 10mm STEEL STUD 92mm

REFER TO MANUFACTURERS DRAWING & SPECIFICATIONS

WALL TYPE 3 CURTAIN WALL

200

drawings/details and specifications and with any other written instructions issued in the course of the contract.

WALL TYPE 2 STEEL STUD WALL;PLASTER FINISH

150

All storm water to be taken to the legal point of discharge to the relevant authorities’ approval. These drawings shall be read in conjunction with all architectural specifications, relevant structural and all other consultants’

WALL TYPE 1 PRECAST CONCRETE SANDWICH LOADBEARING PANEL

PRECAST AS PER ENG SPEC.NATURAL FINISH.

CAST IN-SITU AS PER ENG SPEC.NATURAL FINISH.

PLASTERBOARD 10mm FIXED TO 92mm STEEL WALL FRAMING

Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Windows to be flashed all around. Waterproofing of wet areas to comply with BCA Part F1.7 Buildings in marine or other exposure environments shall have masonry units, mortar and all built in components and the like complying with the durability requirements of AS3700-2011 Masonry structures.

SCALE 1:50

KINGSPAN INSULATED WALL PANEL 0.5mm STEEL MICRO RIB EXTERNAL FINSIH

Installation of all services shall comply with the respective Supply Authority requirements. The builder and subcontractor shall ensure that all storm water drains, sewer pipes and the like are located at a sufficient distance from any buildings footing and/or slab edge beams so as to prevent general moisture penetration, dampness, weakening and undermining of any building and its footing system. These plans have been prepared for the exclusive use by the client of [insert Building Designer] (‘the Designer’) for the purpose expressly notified to the Designer. Any other person who uses or relies on these plans without the Designer’s written consent does so at their own risk and no responsibility is accepted by the Designer for such use and/or reliance. THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND VERIFY ALL ERRORS AND REVISIONS OMISSIONS TO THE DESIGNER. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DATE REV ISSUED BY THE DESIGNER FOR CONSTRUCTION.

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

GENERAL NOTES

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:50

Date:

Project No:

Drawing No.:

02COMS4

A01

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

LOT 6/8 (KARAVE)

PROPOSED 6 STOREY RESIDENTAL BUILDING AND MIXED USE COMMERCIAL: RTO LEARNING CENTRE; RESTAURANT.

O/HO/H W W

CURTAIN WALL; PRECAST CONCRETE 25M HIGH FFL 4.5

8,000

PEDESTRIAN AND SLOW VEHICLE LANEWAY 6M WIDE ASPHALT RL 4.0

55.50 M

8,000

158º 58' 0" 4,000

ES 1 -RES ENTRY

LOT 7/8

GF PODIUM TRAFFICABLE GREEN ROOF AND COMMUNAL GARDEN AREA 260M2

≈25M HIGH

FFL 8.5

FFL 8.5 DP

LPOD

55.50 M

158º 58' 0"

4,000

3 CONCRETE RAIN WATER TANKS LOCATED UNDERGROUND; 3450 DIA - REFER TO SPECIFICATION

1270M2

EXTERNAL STAIR

LOT 8/8

ES 1: 2R+G =640

(JOHN)

ES2: 2R+G =640

VEHICLE ROADWAYAND CARPARK ACCESS 15M WIDE ASPHALT

LEGEND

PROPOSED 6 STOREY RESIDENTIAL BUILDING AND MIXED USE COMMERCIA: CAFE; GROCER;CHILDCARE FACILITY

CONCRETE KERB RL 4.00

PROPOSED FOOTPROINT 1100M2

ES 1 ES 2 ER 1 LPOD SP TP LP O/HW

SET OUT

AREA ANALYSIS TOTAL SITE

GF ROOF TO BE LANDSCAPED WITH INDIGENOUS PLANTING 160M2

8,000

LANDSCAPING AREA (1200M WIDTH) TO NORTH EASTERN BOUNDARY WITH INDIGENOUS PLANTS

No. 345 EXISTING COMMERCIAL BUILDING CLUSTER DARK BLUE GLAZED CURTAIN WALL 5M HIGH;

22.89 M

FFL 4.50

CARPARK FOR CAR AND MOTORCYCLE PARKING LOCATED WITHIN GROUND FLOOR OF BUILDING FOOTPRINT (G 08)

CONCRETE LANDING FFL 4.50

PROPOSED 6 STOREYMIXED USE COMMERCIAL AND RESIDENTAL BUILDING CURATIN WALL; PRECAST CONCRETE

EXISTING NATURE STRIP WITH PLANTED TREES TO REMAIN NGL 4.00

2000

1,500

68º 58' 0"

BIN COLLECTION AREA

O/H W

1,200

248º 58' 0"

320 -332 PLUMMER ST, PORT MELBOURNE

22.89 M

RAINWATER TANKS: TAYLEX PRECAST CONCRETE RAINWATER TANKS; INDIVIDUAL CAPACITY 22.5KL; WITH LIGHT TRAFFICABLE LID AND RISER FOR MAINTENENCE/INSPECTION

BICYCLE PARKING AREA

CONCRETE PAVED FOOTPATH TO BOUNDARY RL 4.00

8,000 7.5M EASEMENT

STORM WATER DRAINAGE SHALL BE CONNECTED TO THE LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF ALL RELEVANT AUTHORITIES.

ES 2 -RETAIL ENTRY UA RAMP 1

GENERAL NOTES

PLUMMER ST

4.500

1,200

8,740

CROSS OVER

4,790

3 2 1

PARALLEL STREET PARKING

3 2 1

CURTAIN WALL, PRECAST CONCRETE 25M HIGH

RL 4.00

EXTERNAL STAIR 1 EXTERNAL STAIR 2 EXTERNAL RAMP LEGAL POINT OF DISCHARGE STORMWATER PIT TELECOM PIT (EXISTING) LIGHT POLE/POWER POLE OVER HEAD WIRES (EXISTING)

FFL 4.50 O/H W

No. 351 EXISTING BUILDING BRICK AND METAL SAW TOOTH ROOF; OPEN WORK YARD: 5M HIGH

CONCRETE PAVED FOOTPATH TO BOUNDARY RL 4.00

EXISTING NATURE STRIP WITH PLANTED TREES TO REMAIN NGL 4.00

O/H W

CONCRETE KERB RL 4.00

SMITH ST OFF STREET PARKING

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SITE & SETOUT PLAN

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:200

Date:

Project No:

Drawing No.:

02COMS4

A102

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

PROHASKY ST PARALLEL STREET PARKING

O/H W

NATURE STRIP CONCRETE FOOTPATH

63.0 M

NATURE STRIP

158º 58' 0"

4.00

74.18 M

No. 320 -LOT 1

No. 319 EXISTING COMMERCIAL BUILDING RENDERED CONCRETE 8M HIGH; SINGLE STOREY

NATURE STRIP

248º 58' 0"

68º 58' 0"

CONCRETE FOOTPATH

O/H W

EXISTING COMMERCIAL BUILDING TO BE REMOVED TO GROUND LEVEL AND CLEARED 20M HIGH 4454m2 BRICK, METAL CLAD, SAW TOOTH METAL ROOF EXISTING OPEN WORKYARD & CARPARK TO REMAIN

No. 327 EXISTING COMMERCIAL BUILDING RENDERED BLACK FACADE WALL & METAL PROFILED SHEET CLAD 8M HIGH; SINGLE STOREY

4.00

FENCED: METAL MESH WIRE WITH METAL BARS AND POSTS -2.5M HIGH

NATURE STRIP

158º 58' 0"

63.0 M

ALL DEMOLITION AND REMOVAL WORKS ARE TO BE CARRIED OUT BY A LICENSED CONTRACTOR. CONTRACTOR IS TO REVIERW AND WHERE NECESSARY REVISE THE ASBESTOS REGISTER IF APPLICABLE. DEMOLITION MUST NOT BE COMMENCED UNITL THE PRECAUTIONARY MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE RELEVANT BUILDING SURVEYOR; PRECAUTIONS MUST BE TAKEN BEFORE AND DURING DEMOLITION IN ACCORDANCE WITH AS 2601-2001.

O/H W

No. 332 -LOT 2

BRICK, METAL CLAD, SAW TOOTH METAL ROOF

68º 58' 0"

8062m2

O/H W LP

126.99 M

248º 58' 0"

20M HIGH

126.99 M

STORMWATER PIT TELECOM PIT (EXISTING) LIGHT POLE/POWER POLE OVER HEAD WIRES (EXISTING)

No. 343 EXISTING COMMERCIAL BUILDING RENDERED CONCRETE 5M HIGH

EXISTING COMMERCIAL BUILDING TO BE REMOVED TO GROUND LEVEL AND CLEARED

3.9 218 º 7 M 54'

LEGEND SP TP LP O/HW

NATURE STRIP

CONCRETE FOOTPATH

GRASS TO BUILDING LINE

THE SITE AREA MUST BE CLEARED OF DEBRIS, TO GROUND LEVEL. ELEMENTS NOTED TO REMAIN, MUST BE PROTECTED.

PARALLEL STREET PARKING

DURING SITE WORKS STORMWATER MUST NOT BE CONCENTRATED ON TO AN ADJACENT PROPERTY/SITE AT ANY TIME.

TARVER ST

ALL EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPRT AND RELEVANT AS AND NCC-2015.

No. 335 EXISTING COMMERCIAL BUILDING/WORKSHOP METAL PROFILED SHEET CLAD 10M HIGH; SINGLE STOREY

PLUMMER ST

No. 21 SMITH ST EXISTING COMMERCIAL BUILDING TO REMAIN 51.37 M 248º 58'

BRICK; METAL PROFILE SHEET CLAD 10M HIGH

4.00

PARALLEL STREET PARKING

THE BUILDER AND SUBCONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, SETBACKS, LEVELS AND SPECIFICATIONS AND ALL OTHER RELEVANT DOCUMENTATION PRIOR TO THE COMMENCEMENT OF ANY WORKS.

NATURE STRIP

DEMOLITION NOTES

No. 345 EXISTING COMMERCIAL BUILDING CLUSTER DARK BLUE GLAZED CURTAIN WALL 5M HIGH;

17.39 M 248º 58'

2.0 233 º 9 M 25'

F. HYDRANT

EASEMENT LP

O/H W No. 351 EXISTING BUILDING BRICK AND METAL SAW TOOTH ROOF; OPEN WORK YARD: 5M HIGH

4.00 63.0 M O/H W

158º 58' 0"

NATURE STRIP TP

SMITH ST OFF STREET PARKING

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

EXISTING CONDITION & DEMOLITION PLAN

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:500

Date:

Project No:

Drawing No.:

02COMS4

A200

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

5,500

8,000

5,130

5,390

4,130

2,870 225

775

1,974

450

BICYCLE ACCESS FROM LANEWAY TO CARPARK PEDESTRIAN FOOTPATH

896

1,250

3,175

DG.22

DG.21

900

DG.23

1,118

900

1,500

CC.D5

CC.D6

DG.02

WT 1

CC.C7

1,547 494

2,060

LIFT VOID

1,094 120

640

WG.01

CC.C7

WG.02

618

50 R FW

552

3,820

DG.03

SSL 4.5

3,600

8,000

OT OT

FW 88

DG.15

SSL 4.0

5,940

3,690

CC.C5

CC.C7

2,060

8,000

STRIP DRAIN TRENCH DEPTH 300mm

650

3,132

CC.C3

STRIP DRAIN TRENCH DEPTH 300mm

2,731

SSL 4.5

DG.16

350

SSL 4.0 CC.C2

196 90

3,714

STRIP DRAIN TRENCH DEPTH 300mm

500

124

DG.17

1,369294

2,101

182 1,648

1,617

4,670

DG.19

CC.C1

480

DG.20

FIRE RATED MAINS RISER

SSL 4.5

3,700

FIRE RATED COMMS RISER

500

CC.D3

2,083

450

CC.D2

6,750

201

FIRE RATEED GAS RISER DG.18

8,000

6,460

WT 4

1,090

570 3,700 520

4,790

CC.D1

3,970

1,540

8,000

4,030

DG.35

200

110

8,000

582 1,508

115

5,500

3,696

535

124

1,076

CC.B4

CC.B7

1,180

WG.03

CC.B6

R OT

3,175

CC.B2

2,021

CC.B1

CC.B3

1,455 427

CC.B5

1,930

618

DG.04 OT

DG.13

SSL 4.0

SSL 4.5

500

1,830

1,649

WG.04

600

CC.A5

1,280

GENERAL NOTES REFER TO GENERAL NOTES (A100).

3,062

548

CC.A6

CC.A7

450

130

CC.A3

200

345

CC.A1

CC.A2

300

WT 1

LEGEND R

MECHANICAL RISER

REFER TO SPECFICATION, RELEVANT MANUFACTUREERS SPEC AND SHOP DRAWINGS.

FLOOR WASTE PENETRATION

REEFR TO DRAWING A307 FOR STAIR CONSTRUCTION DETAILS

OUTLET PENETRATION

50mm STEP DOWN

Client

NORTH

STUDENT DECLARES THAT THIS ASSESMENT TASK IS THEIR OWN WORK UNLESS OTHERWISE ACKNOWLEDGED AND IS IN ACCORDANCE WITH THE INSTITUTE'S PLAGIARISM POLICY.

Holmesglen City Institute

Project Name

REV NOTES

DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.

GSEducationalVersion

450

600

CC.A4

4,240

785

600

4,330

4,825

R 1,585

4,000

1,085

2,456

1,467

DG.12

435

8,000

DG.05

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SLAB SET DOWN & PENETRATIONS -GROUND FLOOR

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A201

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

FIRE RATEED GAS RISER

WT 4

FIRE RATED COMMS RISER

FIRE RATED MAINS RISER

2,050

SSL 8.5

1,800

300 1,200

470

1,195

50 OT

90 1,370 250 240 1,185

150

1,175 90

1,700

1,125

1,000 1,390

2,325

R 4,965

1,000

R 3,749 COL.B6

CC.B5

2,275 1,619

R 2,617

R 1,460

1,240

1,485 450

3,900

100

520 1,310

2,190

249

1,485

SSL 8.5

R 2,598

100

1,077

2,835 2,925

1,488

3,265 OT

1,592

1,160

240

RAD. DIM GUIDE

4,200

1,600

REFER TO GENERAL NOTES (A100).

925

245 1,730

R 5,896

GENERAL NOTES

OT R

SSL 8.5

R 5,559

R 2,617

R 5,780

855

1,559

COL.B7

1,770

110

50 90

500

540

2,150

2,800 2,270

WT 22,690

1,005

500

675 155 90 855 90

2,940

250

500

90240

1,870

2,515

3,155

CC.B4

105

100

90 215 250 460 420

500

1,540

LIFT VOID

CHUTE PENETRATION

2,135

COL.B7

500 715 500 2,625

STAINLESS STEEL FRAMED GLASS BALUSTRADE 1M HIGH FLOORS 2-5

1,315

740 COL.B7

1,660

1,315

R 4,965

COL.B7

150

600

COL.D7

150

SSL 8.5

COL.D6

2,610

3,970 1,800

505

308

165

2,740

940

150

600

1,095

D1.02 D1.02 2,781

1,330 620 500 270

STAIR VOID

240 790

5,800

920 1,000

CC.D5

2,870

498

450

2,175

2,900

LEGEND R

MECHANICAL RISER

REFER TO SPECFICATION, RELEVANT MANUFACTUREERS SPEC AND SHOP DRAWINGS.

FLOOR WASTE PENETRATION

REEFR TO DRAWING A307 FOR STAIR CONSTRUCTION DETAILS

OUTLET PENETRATION

50mm STEP DOWN

Client

NORTH

STUDENT DECLARES THAT THIS ASSESMENT TASK IS THEIR OWN WORK UNLESS OTHERWISE ACKNOWLEDGED AND IS IN ACCORDANCE WITH THE INSTITUTE'S PLAGIARISM POLICY.

Holmesglen City Institute

Project Name

REV NOTES

DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.

GSEducationalVersion

RAD. DIM GUIDE

1,240

205 445

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SLAB SET DOWN & PENETRATIONS -FIRST FLOOR

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A202

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

FIRE RATEED GAS RISER

WT 4

FIRE RATED COMMS RISER

FIRE RATED MAINS RISER

2,050

SSL 8.5

300 1,200

1,800

470

1,195

50 OT

90 1,370 250 240 1,185

150

1,175 90

1,770

1,125

245

R 3,900

1,000 1,390

2,325

R 4,965

1,000

1,240

R 2,617

R 3,749 COL.B6

2,275 1,619

520 1,310

2,190

249

R 5,559

3,265 OT

SSL 8.5

R 2,598

100

1,077

2,835 2,925

1,488

240

1,592

1,160

1,390

RAD. DIM GUIDE

2,760

1,485

1,600

REFER TO GENERAL NOTES (A100).

925

R 1,460

OT R

SSL 8.5

100

R 5,896

GENERAL NOTES

R 2,617

R 5,780

CC.B5

4,200

50 50

110

5,830

855

2,150

1,730

500

540

1,559

2,800 2,270

COL.B7

2,250

1,700

1,005

500

WT 22,690

ATRIUM VOID

675 155 90 855 90

2,940

500

250

1,485 450

90240

1,870

2,515

3,155

CC.B4

105

100

90 215 250 460 420

500

1,540

LIFT VOID

CHUTE PENETRATION

2,135

COL.B7

500 715 500 2,625

STAINLESS STEEL FRAMED GLASS BALUSTRADE 1M HIGH FLOORS 2-5

1,315

740 COL.B7

1,660

1,315

R 4,965

COL.B7

150

600

COL.D7

150

SSL 8.5

COL.D6

2,610

3,970 1,800

505

308

165

2,740

940

150

600

1,095

D1.02 D1.02 2,781

1,330 620 500 270

STAIR VOID

240 790

5,800

920 1,000

CC.D5

2,870

498

450

2,175

2,900

LEGEND

REFER TO SPECFICATION, RELEVANT MANUFACTUREERS SPEC AND SHOP DRAWINGS.

MECHANICAL RISER FLOOR WASTE PENETRATION

REEFR TO DRAWING A307 FOR STAIR CONSTRUCTION DETAILS

OUTLET PENETRATION

50mm STEP DOWN

Client

NORTH

STUDENT DECLARES THAT THIS ASSESMENT TASK IS THEIR OWN WORK UNLESS OTHERWISE ACKNOWLEDGED AND IS IN ACCORDANCE WITH THE INSTITUTE'S PLAGIARISM POLICY.

Holmesglen City Institute

Project Name

REV NOTES

DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.

GSEducationalVersion

RAD. DIM GUIDE

1,240

205 445

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

TYPICAL SLAB SET DOWN SECOND TO FIFTH FLOOR

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A203

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

8,000

6,700

18,720 840

18,865

FFL 4500

3 - RETAIL DESIGNATED

A1 A #LayID A305

G12

BICYC. STORE

PLANT ROOM

PC FFL 4.0

CC.B3

WT 1

1,100

2,400

470

FFL 4.5

RETAIL TENANT -NEWS AGENCY PC FFL 4.5

G11

CC.B7

WT 2

FFL 4.0

DMT

TL FFL 4.5

FFL 4.5

UA RAMP 2

501

502

503

401

402

403

303

1,200

DG.06

PC FFL 4.0

101

102

103

G02

DG.09

G06 WITH LOCKERS TL FFL 4.5

201

202

203

301

302 CC.A5

CC.A4 CC.A2

DG.07

RETAIL TENANT-CLOTHING BOUTIQUE PC FFL 4.5

G05

DG.10

CLEANERS ROOM PC FFL 4.5

DG.11

CC.A6

CC.A7

250

CC.A3 DP

WG.07

WG.08

WG.09

WG.06

WG.05

WT 1

B A304

#LayID C

E 02 A06

1,200

1,700

1,200

1,700

1,200

1,740

800

2,670

1,200

250

18,355 32,485

116

50 70 130

40,000

GENERAL NOTE

LEGEND

REFER TO GENERAL NOTES (A100)

INTERNAL & EXTERNAL NATURAL GREY OFF FORM FINISH

DOOR MAT SIZE 1200X900mm

PLASTERBOARD 10mm STEEL STUD 92mm

CARPARK CONCRETE FLOOR FINISH TO BE FLOWCRETE DECKSHEILD ID LOW VOC POLYURETHANE COATING AND DEMARCATION SYSTEM; REFER TO MANUFACUTRER SPEC.

CC.D4 PC TL CPT TGSI D1.01 WG.01 WT 1 G 01 FW DP RCSS DMT MC

CONCRETE COLUMN D4 POLISHED CONCRETE TILE CARPET TACTILE GROUND SURAFCE INDICATOR DOOR -GROUND LEVEL -01, 02... WINDOW -GROUND FLOOR -01, 02... WALL TYPE 1, 2... GROUND FLOOR ROOM NUMBER 01, 02... FLOOR WASTE DOWN PIPE RESIDENTIAL CAR STACKER CAR SPACE DOOR MAT MOTOR CYCLE

RPB

RAISED PLANTER BED

TACTILE GROUND SURFACE GROUND INDICATORS TO BE DTAC STANLESS STEEL CLASSIC TGSI INSTALLED AT BOTTOM OF STAIR AND ON LANDING AT BEGGING OF FLIGHT AS PER AS 1428.1; SIZE 300XWIDTH OF RELEVANT STAIR

200

REFER TO SPECFICATION, RELEVANT MANUFACTUREERS SPEC AND SHOP DRAWINGS. WALL TYPE 4 REINFORCED PRECAST CONCRETE WALL

5,865

RIGID INSULATION & EXTERNAL CONCRETE LAYER

LOADBEARING INTERNAL CONCRETE LAYER; WITH REINFORCEMENT

REFER TO MANUFACTURERS DRAWING & SPECIFICATIONS

PRECAST AS PER ENG SPEC.NATURAL FINISH.

REEFR TO DRAWING A307 FOR STAIR CONSTRUCTION DETAILS REFER TO DRAWING A520 FOR WET AREA PLANS & ELEVATIOINS

Client

NORTH

STUDENT DECLARES THAT THIS ASSESMENT TASK IS THEIR OWN WORK UNLESS OTHERWISE ACKNOWLEDGED AND IS IN ACCORDANCE WITH THE INSTITUTE'S PLAGIARISM POLICY.

Holmesglen City Institute

Project Name

REV NOTES

DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.

GSEducationalVersion

250

WT 3

CHANGE ROOM

RES STORAGE ROOM

WALL TYPE 3 CURTAIN WALL

250 E 01 A05

DG.32

DG.08

DG.12

2,985

1- RCSS

WALL TYPE 2 STEEL STUD WALL;PLASTER FINISH

WG.03

CC.B6

F TOILET

G07

WALL TYPE 1 PRECAST CONCRETE SANDWICH LOADBEARING PANEL

A1 A #LayID A305

DG.04

DG.05

TOTAL RES PARKING FOR 12 CARS

1,200

PIGMENTED CONCRETE LANDING

G04

DG.31

DG.14

DG.13

HERCULES SEMI-AUTO LIFT/SLIDE CAR 3 LEVEL STACKER

CC.A1

DG.03

WT 2

DG.30

WG.04

2- RCSS

DG.33

CC.B4

DISABLED PARKING SHARED ZONE

2,500

3- RCSS

PC FFL 4.5

TL FFL 4.5

G09

CC.B5 CC.B2

RETAIL TENANT -HAIR SALON

12,469

G11

G03

DG.34

SHWR CURTAIN

3,967

2,400

DG.28

U/A RAMP 1

WG.02

TL FFL 4.5

5,325

20,790 6,035

4- RCSS

CC.B1

8,000

WT 4

M TOILET

CARPARK

CC.C7

G08 CONC FFL 4.0

CC.C7

250

4,410

2,000 1,600

8,000

PC FFL 4.0

1 - RETAIL DESIGNATED

G11

LIFT

1,540

CC.C7

WG.01

1,245

G10

2 - RETAIL DESIGNATED

BIN COLLECTION AREA

WT 1

DG.29

CC.C5

DG.15

E 03 A07

POL. CONC FFL 4.5

A00 1

BIN ROOM EXIT

PC FFL 4.5

FFL 4.5

RES LETTERBOX INSTALLATION

CC.C3

CC.C2

G 00 RES ENTRY

FFL 4.0

1,540

FFL 4.5

G01 RESIDENTIAL LOBBY

DG.02

3,927

5,400

DG.27

DG.01

4,825

CC.C1

326 3

DG.26

FIRE ISOLATED EXIT

CARPARK ACCESS

FFL 4.0

DG.25

DMT

CC.D6

DG.19

DMT DG.17

UP 1

4,390

611 950

DG.24

DG.16

1,600

4,790

FIRST FLOOR OVER DASHED

DG.23 DMT

CC.D5

STRIP DRAIN WITH ALUMINIUNM GRATING CONNECTED TO LPOD

6,530

DG.22

DG.21

CONCRETE KERB RL 4.2

DG.20

DG.18

CC.D3

ENTER

LASER CUT ALUMINIUM SCREEN FIXED TO PRECAST CONCRETE WALL

3,896

B A304

CC.D2

A00 1

12,140

250

CC.D1

700

970

E 04 A08

WT 4

PLD 01 A401

#LayID C

BICYCLE ACCESS FROM LANEWAY TO CARPARK PEDESTRIAN FOOTPATH DG.35

700

1,220

200

700

940 494 750 700 840

250

3,446

5,415

1,250

2,470

250

LASER CUT ALUMINIUM SCREEN FIXED TO STEEL FRAME AROUND GF CARPARK

8,000

TITLE BOUNDARY

19,367

1,100

8,000

5,500

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

GROUND FLOOR PLAN

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100, 1:50

Date:

Project No:

Drawing No.:

02COMS4

A204

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

5,500

8,000

1,340

#LayID C

8,000 14,927

RISERS SERVICES

FIRE ISOLATED STAIR

WT 3

SERVICES CABINETS

CC.D5

COL.D6

FIRE HYDRANT

D1.02

20 x 170 = 3,400

1.01.1 BED 1

1.01.2 ENS

1.01.3 BED 2

1.01.4 LIVING

CPT

D1.05

D1.30

BIN ROOM POL. CONC.

COL.B7

RPB

D1.10

LIFT

D1.09

COL.B7

1.02.1 BATHROOM

D1.12

WT 2

CC.B4

D1.07 1.01.7 WC

WT 2

1.02.2 LAUNDRY

1.02.3 STORAGE

1.03.1 BATHROOM

WT 6

W1.01

APT 1.02

1.04 ATRIUM AND COMMUNAL AREA POL. CONC

D1.21

1.03.2 WC TL

1.02.10 BED 1

1.02.9 ENS

CPT

1.02.8 ENS

1.02.7 BED 2

CPT

COL.B6

CC.B5

W1.03

1.02.5 BALCONY

D1.14 D1.13

D1.16

WT 6 DW

D1.15

BIR

D1.22

COL.B7

1.01.6 KITCHEN & DINING

1.02.4 KITCHEN & DINING

FFL 8.5

APT FFL 8.5

1.03.9 LIVING

1.01.8 BATHROOM

D1.17

1.03

W1.04

800

D1.11

D1.29

A1 A #LayID A305

COL.B7

CPT

RPB

D1.08

1.01.9 LAUNDRY TL

WT 2

SUSTAINABLE FOOD GARDEN BEDS & RECYCLED 'PEZZI' TILE CONCRETE ROOF DECK WITH FALLS TO DRAINAGE OUTLETS SHOWN RL 8.5

A00 1 DW

STAINLESS STEEL FRAMED GLASS BALUSTRADE 1M HIGH FLOORS 2-5

1.03.10 BED 1

COMMUNAL TRAFFICABLE GREEN ROOF

RPB

APT 1.01 FFL 8.5

D1.18

W1.05

RPB

VEGETATED SPACE WITH INDIGENOUS PLANTING RL 8.5

E 03 A07

D1.20

800

WT 3

1.02.6 LIVING

A1 A #LayID A305

E 01 A05

D1.23

DP DP

1.03.3 LAUNDRY

D1.28

1,500

1.01.5 BALCONY

TITLE BOUNDARY

1.05

FIRST FLOOR GREEN ROOF

1,090

L1 LOBBY SPACE CPT FFL 8.5

W1.06

RPB

D1.03

1.06

DMT

3,400

800 160 900

A00 1

1,200

13,240

D1.06

D1.01

8,000

COL.D7

D 04

D1.04

2,853

A08

2,920 2,500

6,660

VOID FOR SERVICE E 04 RISERS

WT 4

4,790

8,000

5,310 B A304

6,900

D1.24

DANPALON CLEAR GLAZED PANELS FIXED TO

4,590

WT 6

1.03.8 ENS

ALUMINUM FRAME AS CANOPY

WT 6

1400X2300

1.03.4 KITCHEN & DINING

D1.27

8,000 8,000

OT W1.02

1.03.7 BED 1

FIRST FLOOR GREEN ROOF

1.03.6 LIVING WV

1.03.5 BALCONY

VEGETATED SPACE WITH INDIGENOUS PLANTING RL 8.5

D1.26

CPT

1,100

WT 3 DP

3ยบ

LASER CUT ALUMINIUM SCREEN FIXED TO STEEL FRAME AROUND GF CARPARK

B A304

#LayID C

E 02 A06

8,000

2,935

5,065

5,658

2,342 285

WALL TYPE 2 STEEL STUD WALL;PLASTER FINISH

116

WALL TYPE 1 PRECAST CONCRETE SANDWICH LOADBEARING PANEL

50 70 130

13315

LOADBEARING INTERNAL CONCRETE LAYER; WITH REINFORCEMENT RIGID INSULATION & EXTERNAL CONCRETE LAYER INTERNAL & EXTERNAL NATURAL GREY OFF FORM FINISH

PLASTERBOARD 10mm STEEL STUD 92mm

REFER TO MANUFACTURERS DRAWING & SPECIFICATIONS

WALL TYPE 3 CURTAIN WALL

GENERAL NOTE

LEGEND

REFER TO GENERAL NOTES (A100)

CC.D4 PC TL CPT TGSI D1.01 WG.01 WT 1 G 01 FW DP RCSS DMT MC

RPB

RAISED PLANTER BED

DOOR MAT SIZE 1200X900mm CARPARK CONCRETE FLOOR FINISH TO BE FLOWCRETE DECKSHEILD ID LOW VOC POLYURETHANE COATING AND DEMARCATION SYSTEM; REFER TO MANUFACUTRER SPEC. TACTILE GROUND SURFACE GROUND INDICATORS TO BE DTAC STANLESS STEEL CLASSIC TGSI INSTALLED AT BOTTOM OF STAIR AND ON LANDING AT BEGGING OF FLIGHT AS PER AS 1428.1; SIZE 300XWIDTH OF RELEVANT STAIR

200

REFER TO SPECFICATION, RELEVANT MANUFACTUREERS SPEC AND SHOP DRAWINGS. WALL TYPE 4 REINFORCED PRECAST CONCRETE WALL

150

WALL TYPE 5 REINFORCED IN-SITU CONCRETE

REEFR TO DRAWING A307 FOR STAIR CONSTRUCTION DETAILS REFER TO DRAWING A520 FOR WET AREA PLANS & ELEVATIOINS

CAST IN-SITU AS PER ENG SPEC.NATURAL FINISH.

PLASTERBOARD 10mm FIXED TO 92mm STEEL WALL FRAMING

WALL TYPE 6 KINSPAN INSULATED WALL PANEL; FIXED TO LIGHT STEEL FRAME WALL; PLASTERBOARD FINISH

PRECAST AS PER ENG SPEC.NATURAL FINISH.

KINGSPAN INSULATED WALL PANEL 0.5mm STEEL MICRO RIB EXTERNAL FINSIH

2,809 2,809

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

FIRST FLOOR PLAN

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100, 1:50

Date:

Project No:

Drawing No.:

02COMS4

A205

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

2 8,000

3 8,000

8,000

1,340 6,900

8,000

6,660

8,000

5,310

15,160

2,620

VOID FOR SERVICE RISERS

B A304

#LayID C

E 04 A08

RISERS SERVICES

SERVICES CABINETS

STAIR VOID

D 04

FIRE HYDRANT

D2.02

4,790

20 x 170 = 3,400

2.01.1 BED 1

2.01.2 ENS

CPT

BIR

2.01.4 LIVING

CPT

2.01.5 BALCONY

D1.05

D1.04

BIR

2.01.3 BED 2

2.06

A00 1

2.05 13,240

BIN ROOM POL. CONC.

SELECTED FLOORING D1.10

D1.09

LIFT 2.02.1 BATHROOM

D2.20

2.02

8,000

E 03 A07

SUSTAINABLE FOOD GARDEN BEDS & TIMBER FLOOR DECKING RL 8.5

D1.11

2.01.8 BATHROOM

D1.07 2.01.7 WC

2.01.6 KITCHEN & DINING WV

D1.12

APT

2.03.10 BED 1

VEGETATED SPACE WITH INDIGENOUS PLANTING RL 8.5

D1.08

2.01.9 LAUNDRY

COMMUNAL TRAFFICABLE GREEN ROOF

FIRST FLOOR GREEN ROOF

A00 1

APT

STAINLESS STEEL FRAMED GLASS BALUSTRADE 1M HIGH

D1.30

2.01

D1.03

L1 LOBBY SPACE CPT

2.02.2 LAUNDRY

2.02.3 STORAGE

2.02.4 KITCHEN & DINING WV

SELECTED FLOORING

CPT

DW BIR

D1.29 2.03.1 BATHROOM

2.03 A1 A #LayID A305

SELECTED FLOORING

ATRIUM

2.02.10 BED 1

2.02.9 ENS

CPT

BIR

D1.16

2.03.2 WC

D2.22

2.04

D2.21

2.02.5 BALCONY

D2.14

D2.15

BIR

APT

2.03.9 LIVING

D2.17

2.02.8 ENS

2.02.7 BED 2

2.02.6 LIVING

CPT

A1 A #LayID A305

B E 01 A05

D1.28

2.03.3 LAUNDRY

D2.23

2.03.8 ENS

2.03.4 KITCHEN & DINING

8,000

D1.27

2.03.6 LIVING 2.03.7 BED 1 CPT

FIRST FLOOR GREEN ROOF 2.03.5 BALCONY

VEGETATED SPACE WITH INDIGENOUS PLANTING RL 8.5

BIR

3ยบ

B A304

#LayID C

E 02 A06

8,000

2,935

5,065

8,000

250

WALL TYPE 2 STEEL STUD WALL;PLASTER FINISH

116

WALL TYPE 1 PRECAST CONCRETE SANDWICH LOADBEARING PANEL

50 70 130

13315

LOADBEARING INTERNAL CONCRETE LAYER; WITH REINFORCEMENT

GENERAL NOTE

LEGEND

RIGID INSULATION & EXTERNAL CONCRETE LAYER

REFER TO GENERAL NOTES (A100)

INTERNAL & EXTERNAL NATURAL GREY OFF FORM FINISH

DOOR MAT SIZE 1200X900mm

CC.D4 PC TL CPT TGSI D1.01 WG.01 WT 1 G 01 FW DP RCSS DMT MC

RPB

RAISED PLANTER BED

PLASTERBOARD 10mm STEEL STUD 92mm

REFER TO MANUFACTURERS DRAWING & SPECIFICATIONS

WALL TYPE 3 CURTAIN WALL

CARPARK CONCRETE FLOOR FINISH TO BE FLOWCRETE DECKSHEILD ID LOW VOC POLYURETHANE COATING AND DEMARCATION SYSTEM; REFER TO MANUFACUTRER SPEC. TACTILE GROUND SURFACE GROUND INDICATORS TO BE DTAC STANLESS STEEL CLASSIC TGSI INSTALLED AT BOTTOM OF STAIR AND ON LANDING AT BEGGING OF FLIGHT AS PER AS 1428.1; SIZE 300XWIDTH OF RELEVANT STAIR

WALL TYPE 4 REINFORCED PRECAST CONCRETE WALL

200

REFER TO SPECFICATION, RELEVANT MANUFACTUREERS SPEC AND SHOP DRAWINGS.

150

WALL TYPE 5 REINFORCED IN-SITU CONCRETE

WALL TYPE 6 KINSPAN INSULATED WALL PANEL; FIXED TO LIGHT STEEL FRAME WALL; PLASTERBOARD FINISH

PRECAST AS PER ENG SPEC.NATURAL FINISH.

REEFR TO DRAWING A307 FOR STAIR CONSTRUCTION DETAILS REFER TO DRAWING A520 FOR WET AREA PLANS & ELEVATIOINS

2,845 2,845

CAST IN-SITU AS PER ENG SPEC.NATURAL FINISH.

PLASTERBOARD 10mm FIXED TO 92mm STEEL WALL FRAMING

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SECOND TO FIFTH TYPICAL FLOOR PLAN

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100, 1:50

Date:

Project No:

Drawing No.:

02COMS4

A206

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

5 90

WT 4

DG.28

PLANT ROOM

PC FFL 4.0

1,917

CC.B3

DISABLED PARKING SHARED ZONE

G04

DG.31

RETAIL TENANT -NEWS AGENCY PC FFL 4.5

G11

CC.B7

WG.03

CC.B6

TL FFL 4.5

DG.32

DG.08 501

502

503

401

402

403

303

1- RCSS

WITH LOCKERS TL FFL 4.5

PC FFL 4.0

101

102

103

201

202

203

301

302 CC.A5

CC.A4 CC.A2

G02

DG.09 DG.07

CHANGE ROOM

RES STORAGE ROOM

G06

RETAIL TENANT-CLOTHING BOUTIQUE PC FFL 4.5

G05

DG.10

CLEANERS ROOM PC FFL 4.5

DG.11

CC.A6

WG.06

WG.05

2,620

950

6,700 7,465

116

50 70 130

6,617

INTERNAL & EXTERNAL NATURAL GREY OFF FORM FINISH

3,568 1,132

WT 1

350 2,620

200

WG.07

WG.08

WG.09

E 02 A06

RIGID INSULATION & EXTERNAL CONCRETE LAYER

CC.A7

CC.A3 DP

LOADBEARING INTERNAL CONCRETE LAYER; WITH REINFORCEMENT

800

DG.12

TOTAL RES PARKING FOR 12 CARS

DG.06

DG.05

HERCULES SEMI-AUTO LIFT/SLIDE CAR 3 LEVEL STACKER

CC.A1

WT 3

252

FFL 4.5

UA RAMP 2

3,810

FFL 4.0

DMT

DG.13

2- RCSS

5,380

4,426 1,100 90 1,293 907 90

3,525 2,600

1,761

1,723

8,000

2,975

125 950 1,010 1,826 90 300 90 2,110

1,723

NOTES REFER TO GENERAL NOTES REFER TO PROJECT SPECIFICATION FOR WALL FINISHES SCHEDULE.

PLASTERBOARD 10mm STEEL STUD 92mm

REFER TO MANUFACTURERS DRAWING & SPECIFICATIONS

200

WALL TYPE 3 CURTAIN WALL

PRECAST AS PER ENG SPEC.NATURAL FINISH.

Client

NORTH

STUDENT DECLARES THAT THIS ASSESMENT TASK IS THEIR OWN WORK UNLESS OTHERWISE ACKNOWLEDGED AND IS IN ACCORDANCE WITH THE INSTITUTE'S PLAGIARISM POLICY.

Holmesglen City Institute

Project Name

REV NOTES

DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.

GSEducationalVersion

E 01 A05

F TOILET

WT 2

DG.14

DG.04

1,827

1,650 4,253 200

PIGMENTED CONCRETE LANDING FFL 4.5

CC.B4

WT 1

DG.03

WT 2

DG.30

WG.04

1,266 3,644 880 800 535 800 75

200

BICYC. STORE

CC.B5

3- RCSS

DG.33

TL FFL 4.5

G07

200

1,917 4,253

1,650

3 - RETAIL DESIGNATED

CC.B2

PC FFL 4.5

3,600

5,940

90 1,167

4- RCSS

RETAIL TENANT -HAIR SALON

M TOILET

CARPARK CONC FFL 4.0

G03

DG.34

SHWR CURTAIN

G11 G12

U/A RAMP 1

WG.02

TL FFL 4.5

DG.15

G09

4,107

G08

CC.C7

EXIT

CC.C7

2,952

PC FFL 4.0

1 - RETAIL DESIGNATED

G11

LIFT

3,248

CC.C7

WG.01

3,860

G10

CC.C3

CC.C2

BIN ROOM

WALL TYPE 4 REINFORCED PRECAST CONCRETE WALL

WT 1

800

CC.C1

WALL TYPE 2 STEEL STUD WALL;PLASTER FINISH

POL. CONC FFL 4.5

DG.29

CC.C5

DG.16

WALL TYPE 1 PRECAST CONCRETE SANDWICH LOADBEARING PANEL

PC FFL 4.5

FFL 4.5

RES LETTERBOX INSTALLATION

CC.B1

G 00 RES ENTRY

FFL 4.0

4,662

FFL 4500

FFL 4.5

G01 RESIDENTIAL LOBBY

DG.02

1,132

DG.27

FIRE ISOLATED EXIT

CARPARK ACCESS

FFL 4.0

DG.26

DG.19

DMT DG.17

DG.25

DMT DG.01

600

DG.24

CC.D6

4,958

DMT CC.D5

2 3

FIRST FLOOR OVER DASHED

DG.23

STRIP DRAIN WITH ALUMINIUNM GRATING CONNECTED TO LPOD

2,975

388 1,525 800 627

DG.22

DG.21

90 5,837

LASER CUT ALUMINIUM SCREEN

9,723 FIXED TO PRECAST CONCRETE WALL

DG.20

DG.18

CONCRETE KERB RL 4.2

BIN COLLECTION AREA

5,594

2 - RETAIL DESIGNATED E 03 A07

6,500

4,453

90 3,053 133

3,442

3,338

6,850 2,073

90 987

200

274 950 1,826

4,950

4,468

200

WT 4

4,553

E 04 A08

CC.D3

ENTER

950 145

8,426

1,997

3,954

CC.D2

236

BICYCLE ACCESS FROM LANEWAY TO CARPARK PEDESTRIAN FOOTPATH

1,572

CC.D1

5,365

7,697

DG.35

1,540

LASER CUT ALUMINIUM SCREEN FIXED TO STEEL FRAME AROUND GF CARPARK

2,620

9,830

5,380

1,398

6,121

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

PARTITION PLAN -GROUND FLOOR

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100, 1:50

Date:

Project No:

Drawing No.:

02COMS4

A207

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

2,870

366

6,264

230 2,087

4,030

800

340

2,953

345 905

1,794

3,970

90 700 87 1,348 90

2,180

1,340

880

3,057

SERVICES CABINETS

COL.D6

FIRE HYDRANT

4,293

1.01.1 BED 1

1.01.2 ENS

1.01.3 BED 2

1.01.4 LIVING

CPT

D1.05

D1.06

1.01.5 BALCONY TL

APT 1.02

WT 6

1.03 APT FFL 8.5

1.04

ATRIUM AND COMMUNAL AREA POL. CONC

D1.21

1.03.2 WC

D1.22

1.02.10 BED 1

1.02.9 ENS

CPT

1.02.5 BALCONY

D1.14

D1.15

BIR

D1.13

D1.16

1.02.8 ENS

1.02.7 BED 2

CPT

COL.B6

CC.B5

1.02.6 LIVING

WT 3

D1.23

DP DP

1.03.3 LAUNDRY

D1.28

D1.24

WT 6

240 90 90 1.03.4

1.03.8 ENS TL

D1.27

3,480

1685

W1.01

1.02.4 KITCHEN & DINING

1,200 90

1.03.1 BATHROOM

90 663 950

1,709

590

240 90 90

2,257

240 90 90

1.02.3 STORAGE

D1.17

W1.03

D1.12

1.02.2 LAUNDRY

WT 6

3,265

90 855

WT 2

1.01.6 KITCHEN & DINING

FFL 8.5

D1.29

CC.B4

3675

D1.11

WT 2

CPT

1.03.9 LIVING

D1.07 1.01.7 WC

1.02.1 BATHROOM

WT 2

1.03.10 BED 1

W1.04

1.01.8 BATHROOM

E 01 A05

950

SUSTAINABLE FOOD GARDEN BEDS & RECYCLED 'PEZZI' TILE CONCRETE ROOF DECK WITH FALLS TO DRAINAGE OUTLETS SHOWN RL 8.5

STAINLESS STEEL FRAMED GLASS BALUSTRADE 1M HIGH FLOORS 2-5

D1.08

1.01.9 LAUNDRY

500

E 03 A07

VEGETATED SPACE WITH INDIGENOUS PLANTING RL 8.5

LIFT

D1.09

COL.B7

D1.18

W1.05

COMMUNAL TRAFFICABLE GREEN ROOF

D1.10

1,290 1,099

D1.20

COL.B7 COL.B7

450

APT 1.01 FFL 8.5

340

COL.B7

D1.03

240 90 90

2,073

D1.30

BIN ROOM POL. CONC.

FIRST FLOOR GREEN ROOF

240 90 90

L1 LOBBY SPACE CPT FFL 8.5

W1.06

5,837

D1.02

1.06

DMT

340 231 90 687 950 2,034

COL.D7

D1.01

1.05

2,806

6,970

D 04

D1.04

2425

1,915

WT 3

CC.D5

20 x 170 = 3,400

880

6,969

240 90 90

RISERS SERVICES

FIRE ISOLATED STAIR

880 90

90 90 240 1,500 2,800 90

A08

90 407

2,205

VOID FOR SERVICE E 04 RISERS

WT 4

2,969

450

2,850

2,741

375

WT 6

KITCHEN & DINING WV

4,723

4,623

FIRST FLOOR GREEN ROOF

W1.02

1.03.7 BED 1

1.03.6 LIVING

1.03.5 BALCONY

D1.26

VEGETATED SPACE WITH INDIGENOUS PLANTING RL 8.5

CPT

WT 3

930

221 2,870 465 880 2,174 LASER CUT ALUMINIUM SCREEN 90 90 FIXED 50 TO STEEL FRAME AROUND GF CARPARK 2,742 1450 1870

WALL TYPE 2 STEEL STUD WALL;PLASTER FINISH

116

WALL TYPE 1 PRECAST CONCRETE SANDWICH LOADBEARING PANEL

50 70 130

2,870

200 150

WALL TYPE 5 REINFORCED IN-SITU CONCRETE

INTERNAL & EXTERNAL NATURAL GREY OFF FORM FINISH

90 160 1,267 1,905 90

3220

1,927 1,370

700 1530

90 740 1990

325 2,400 715 1665

5,822

1,629 740 1,455 780 930

90 1,310 90 2,800 90

2,884

4900

6,601

NOTES REFER TO GENERAL NOTES REFER TO PROJECT SPECIFICATION FOR WALL FINISHES SCHEDULE.

PLASTERBOARD 10mm STEEL STUD 92mm

PRECAST AS PER ENG SPEC.NATURAL FINISH.

CAST IN-SITU AS PER ENG SPEC.NATURAL FINISH.

PLASTERBOARD 10mm FIXED TO 92mm STEEL WALL FRAMING

WALL TYPE 6 KINSPAN INSULATED WALL PANEL; FIXED TO LIGHT STEEL FRAME WALL; PLASTERBOARD FINISH

RIGID INSULATION & EXTERNAL CONCRETE LAYER

2890

REFER TO MANUFACTURERS DRAWING & SPECIFICATIONS

WALL TYPE 3 CURTAIN WALL

WALL TYPE 4 REINFORCED PRECAST CONCRETE WALL

LOADBEARING INTERNAL CONCRETE LAYER; WITH REINFORCEMENT

199 1,251

E 02 A06

KINGSPAN INSULATED WALL PANEL 0.5mm STEEL MICRO RIB EXTERNAL FINSIH

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SECOND TO FIFTH FLOORS TYPICAL PARTITION PLAN

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100, 1:50

Date:

Project No:

Drawing No.:

02COMS4

A208

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

B A304

E 04 A08

BICYCLE ACCESS FROM LANEWAY TO CARPARK PEDESTRIAN FOOTPATH

PLD 01 A401

#LayID C

1 2

STAIR VOID

G 00

G01

UP UP

A00 1

G10 G02

G11

E 03 A07

G08

A1 A #LayID A305

G09

G12

A1 A #LayID A305

G03

B G11

E 01 A05

G04 G07

G06 G05

B A304

#LayID C

E 02 A06

GEN NOTES REFER TO SPECIFICATION FOR CEILING AND LIGHTING FIXTURES/FINISHES

ROOM

E 05 A502

G 01

RES LOBBY

G 02

RETAI L TENANT (SALON)

G 03

RETAIL TENANT (NEWAGENCY)

G 04

RETAIL TENANT (BOUTIQUE)

G 05

CLEANERS ROOM

G 06

CHANGE ROOM

AIR RETURN VENT LOCATION

G 07

RES STORAGE ROOM

SMOKE DETECTOR LOCATION

G 08

CARPARK

G 09

BICYCLE STORAGE

G 10

BIN ROOM

G11

PUBLIC TOILET

CEILING LED PANEL LIGHT 1200X300mm EXHAUST VENT HVAC DUCT LOCATION

FIRE ALARM UNIT RECESSED CEILING SPOT LIGHT WALL MOUNTED LED LIGHT

J03 A502

CEILING FINISH

CEILING HEIGHT

Flush Plasterboard

+3000

No Ceiling

+6000

Metal Mesh Ceiling Panels

+3000

No Ceiling

+6000

Metal Mesh Ceiling Panels

+3000

SERVICE CORRIDOR CEILING ALSO TO BE METAL MESH CEILING PANELS

+5000

Holmesglen City Institute

Project Name

REV NOTES

GSEducationalVersion

Client

NORTH

SUSPENDED LED PANEL LIGHT 1200X300mm

E 08 A502 J03 A502

ROOM LEGEND J01 A502

LEGEND

E 07 A502 J02 A502

E 06 A502

J02 A502

J01 A502

FOR HVAC, LIGHTING AND EXHAUST VENTS REFER TO SPECIFICATIONA DN MANUFACTURERS SOPECIFICATION

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

REFLECTED CEILING PLAN -GROUND FLOOR

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A209

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

1,580

1,630

3,420

1.01.3 BED

1,600

1,203

1.02.1 BATHROOM

810 500mm HIGH

B/H

1.03.08 STUDY

ATRIUM VOID

1.02.6 ENS

1.03.03 WC

1.02.5 BED

1,897 157

1.02.7 BED

1.04

APT

1.02.3 LIVING/ KIT 1.02.4 BED

A1 A #LayID A305

500mm HIGH

1,800

520

500mm HIGH

1.02.2 LAUNDRY

1.03.02 BATHROOM

1,000

A1 A #LayID A305

B/H

1,424

RPB

1.01.7 WC

1.02 APT 1.03

500

RPB

1.01.5 LAUNDRY

1.03.01 BED 1

2,050

E 03 A07

1.01.6 BATHROOM

596 676

LIFT VOID

STAINLESS STEEL FRAMED GLASS BALUSTRADE 1M HIGH FLOORS 2-5

500

2,900

1.05

1,050

RPB

A00 1

FCL +3.4M

1,002

1.01 APT

RPB

218

1.01.4 LIVING/ KIT

1.06

RPB

1,500

4,000

440 815

1.01.2 ENS

1.01.1 BED

1575

2,500

500mm HIGH

20 x 170 = 3,400 9

620

325

1,945

A00 1

960

4,000

E 04 A08

1,590

2,366

B A304

#LayID C

1.03.04 LAUNDRY

550 800 505

655

2,300 2,800

2,700 2,345

750 985

1,980 1,100

2,720 1,800

3,300

1,800

500mm HIGH

B/H

2,150

300

1,200

1.03.07 ENS

1,216

1,450

E 01 A05

1.03.06 BED

2,550

500mm HIGH

#LayID C

6,750

750 500 740

1,160

B A304

E 02 A06 2,100

2,500

1,500

GEN NOTES REFER TO ROOM LEGEND FOR CEILING HEIGHT INFORMATION REFER TO SPECIFICATION FOR CEILING AND LIGHTING FIXTURES FOR HVAC, LIGHTING AND EXHAUST VENTS REFER TO SPECIFICATIONA DN MANUFACTURERS SOPECIFICATION

LEGEND

ROOM LEGEND SUSPENDED LED PANEL LIGHT 1200X300mm

J02 A502

AIR RETURN VENT LOCATION

05 WALL CAVITY AIR RETURNEVENT A502

CEILING HEIGHT

LOBBY

No Ceiling

+3400

Flush Plasterboard

+2700

Metal Mesh Ceiling Panels

+3000

APARTMENT 1

1.02

APARTMETN 2

1.03

APARTMENT 3

J03 A502

1.01

1.05 BIN ROOM

E 07

HVAC DUCT LOCATION A502 J01 A502

E 06 A502

CEILING FINISH

E 08 A502 J03 A502

EXHAUST VENT

J02 A502

J01 A502

CEILING LED PANEL LIGHT 1200X300mm

ROOM

Client

NORTH

Project Name

REV NOTES

SMOKE DETECTOR LOCATION

RECESSED CEILING SPOT LIGHT WALL MOUNTED LED LIGHT

GSEducationalVersion

FIRE ALARM UNIT

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SECOND TO FIFTH FLOORS TYPICAL REFLECTED CEILING PLAN

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A210

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

A1 A #LayID A305

3ยบ

CONCRETE ROOF 1:100 FALL TO PARAPET GUTTER FFL 25.5

12,793

TSW

1,800

2,050 410 640 1,690

2100

4,530

ROOM 6.01 A211

ROOF TOP ACCESS ROOM FLOOR PLAN

FG PB

E 01 A05

TSW

DANPALON CLEAR GLAZED PANELS FIXED TO

8,000

COLOURBOND STEEL BOX GUTTER 600M WIDE 3O SLOPE TO SUMP

METAL SHADE SCREEN FIXED TO CURTAIN WALL -SHOWN DASHED

ยบ

ALUMINUM FRAME AS CANOPY FG

1400X2300

GF ROOF BELOW (SEE A205)

1,200

3ยบ

B A304

#LayID C

E 02 A06

152 600

3,699

500 9,590

1,568 500

1,566

2,284 480

889

6,911

1,005

5,755

2,626

METAL SHADE SCREEN FIXED TO CURTAIN WALL -SHOWN DASHED

GENERAL NOTES

LEGEND

TSW: LYSAGHJT ZINCFORM TRAFFICABLE WALLKWAYS -REFER TO SPECIFICATION

DP RWH TSW PB

DOWN PIPE RAIN WATER HEAD TRAFFICABLE STEEL WALKWAYS PLANTER BOX SPLIT SYSTEM UNIT

RAH OT

ROOF ACCESS HATCH OUTLET

FLASHING TO BE CONSTRUCTED AT PARAPET, ALL ROOF JUNCTIONS AND PROJECTION -REFER TO SPECIFICATION SPLIT UNITS & HVAC SYSTEM TO BE INSTALLED AS PER MANUFACTURERES SPEC; AND HOUSED ON STEEL PLATFORMS EACH KARRA-260 60 CELL PV PANEL PRODUCE MAX 260KwP. ARRAY INSTALLED AS PER MANUFACTURERES SPEC WATER STORAGE TANK LOCATED -SEE A102. LOCATION AND CONSTRUCTION OF EXAHUST COWLS AND FLUES TO MECHANICAL & ELECTRICAL ENG. DETIALS

GORTER ROOF ACCESS HATCH TO BE INSTALLED AS PER MANUFACTURERS SPEC

Holmesglen City Institute

Project Name

REV NOTES

GSEducationalVersion

Client

NORTH

LOCATION OF ANCHORAGE POINTS AND ROOF PLATFORMS ACCORDING TO ENG. SPEC. ALL ROOF ANCHORS ARE TO BE COMPLIANT WITH AS/NZS 5532:2013; USE AND MAINTENANCE ARE TO COMPLY WITH AS 1891.4

2,150

2,635

2,820

5250

A1 A #LayID A305

DP 11,450

1,160 940

6,165

TSW

8,000

FG OT

3ยบ

40 TINDO KARRA-250 PHOTOVOLTAIC PANELS WITH TILT SUPPORTS ON STEEL PLATFORMS

WT 6

D6.03

TSW

TITLE BOUNDARY

TSW

E 03 A07

LIFT

CPT FFL 23.50

2,790

WT5 DP

GF ROOF BELOW (SEE A205)

1,555

2,100 2,690

1M HIGH BALUSTRADE TO INNER EDGE OF PLANTER BOX

LIFT OVER RUN

D6.02

ENCLOSED ROOFTOP ACCESS AREA

410

2,740

4,869

6.01

FFL 27.50 20 FALL

A00 1

COLOURBOND KLIP LOK STEEL CLASSIC-700 ROOF SHEETING

D6.01

OT PB

3ยบ

21 x 181 = 3,800

2,439 2,105

4,790

TL ON PAVING SUPPORTS

A00 1

FIRE ISOLATED EXIT STAIR

1:100 FALL TO RAINWATER OUTLETS FFL 25.5

2,500

2,050

2,500

TRAFFICABLE CONCRETE ROOF RAH

6,900

#LayID C

2,676

METAL SHADE SCREEN FIXED TO CURTAIN WALL -SHOWN DASHED

E 04 A08

ROOM 6.01 A211

503

5,250

9,374

2,602

8,000

B A304

6,900

8,000

5,500

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

ROOF PLAN

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A211

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

FCL 28.10

SUS. CEILING

D6.02

FFL 25.5 FCL 24.80

FFL 22.10

SUS. CEILING

FCL 21.4

FCL 18.0

2,700

FCL 14.6

FCL 11.2

W3.01

D3.06

D3.13

2,700

FLOORS 2-5 APARTMEN 1 GLASS BALCONY BALUSTRADES 1.5M HIGH

W2.01

D2.06

D2.13

D1.26

FFL 4.5

2,700

D1.26

CURTAIN WALL SYSTEM; FIXED PANELS; REFER TO SHOP DRAWING COLOURBOND STEEL RWH AND DP; EVENING HAZE FINSH

FLOOR 1 APARTMEN 1 BALCONY BALUSTRADES 1.5M HIGH ALUCOBOND DESSERT GOLD SPECTRA FINISH

W1.01

D1.13

D1.24

D1.06

PT 1

ELMICH GREEN WALL SYSTEM FIXED TO PRECAST CONCRETE WALL

500sq CONCRETE COLUMN; CLAD IN ALUCOBOND DESSERT GOLD SPECTRA FINISH

WG.01

3,000

FCL 7.5

D4.06

D3.26

1,000

3,400 SUS. CEILING

4,000

FFL 8.5

D4.13

LEVEL 01

W4.01

700

SUS. CEILING

FULL HEIGHT WALL CLAD IN ALUCOBOND DESSERT GOLD SPECTRA FINISH

3,400 FFL 11.9

D4.26

AWS ALUMINIUM FRAMED SLIDING DOOR AND WINDOW; NATURAL FINISH

LEVEL 02

700

SUS. CEILING

FG D5.06

2,700

3,400 FFL 15.3

D5.13

LEVEL 03

W5.01

700

SUS. CEILING

AWS ALUMINIUM FRAMED SLIDING DOOR AND WINDOW; NATURAL FINISH

3,400 FFL 18.7

D5.26

LEVEL 04

700

LEVEL 05

2,700

3,400

GROUND FLOOR

700

ROOF

2,600

RL 28.5

SUS. CEILING

3,000

PARAPET

400

SL FG

PT 1

ES 1 RES ENTRY STAIRS TO CONCRETE LANDING

DG.02 3 2 1

3 2 1

ES 2 RETAIL ENTRY STAIRS TO CONCRETE LANDING

500

NGL 4.0

E 01 A03

ELEVATION 01 North View

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

ELEVATION 01

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A300

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

RL 28.5 FCL 28.10

D6.03

FCL 24.80

FCL 18.0

SUS. CEILING

FCL 14.6

SUS. CEILING

FCL 11.2

LEVEL 01

FFL 8.5

SUS. CEILING

FCL 7.5

700

ELMICH GREEN WALL SYSTEM FIXED TO KINGSPAN WALL ON STEEL CHANNELS

LASER CUT METAL MESH SCREEN FORMING CARPARK WALLS; LIGHT BRONZE METALLIC FINISH

700

FFL 11.9

1,000

3,400

LEVEL 02

LASER CUT METAL MESH SCREEN FIXED TO CURTAIN WALL; LIGHT BRONZE METALLIC FINISH

700

FFL 15.3

3,400

LEVEL 03

ELMICH GREEN WALL SYSTEM FIXED TO KINGSPAN WALL ON STEEL CHANNELS

COLOURBOND RWH AND DP; EVENING HAZE FINISH

7,700

SUS. CEILING

700

FFL 18.7

3,400

LEVEL 04

TYPICAL APARTMENT RENDERED CONCRETE BALUSTRADE;

CURTAIN WALL SYSTEM; CLEAR GLASS

2,700

FCL 21.4

2,700

SUS. CEILING

TYPICAL APARTMENT CURVED GLASS BALUSTRADE

2,700

FFL 22.10

3,400

LEVEL 05

2,700

700

FFL 25.5

3,400

SUS. CEILING

2,700

ROOF

ROOFTOP ROOM 6.01 RENDERED FINISH CONCRETE WALL

2,600

3,000

400

PARAPET SUS. CEILING

ELMICH GREEN WALL SYSTEM FIXED TO PRECAST CONCRETE WALL

5, 490

WG.09

WG.08

WG.07

WG.06

PRECAST CONCRETE PANEL RECKLI 'RIO BRAVO' FINISH

3,000

4,000

WG.05

ES 1 RES ENTRY STAIRS TO CONCRETE LANDING

GROUND FLOOR

FFL 4.5

ES 2 RETAIL ENTRY STAIRS TO CONCRETE LANDING 500

500

NGL 4.0

E 02 A03

ELEVATION 02 East View

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

ELEVATION 02

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A301

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

RL 28.5

SUS. CEILING

FCL 28.10

3,000

PARAPET

ROOF

FCL 24.80

FULL HEIGHT WALL CLAD IN ALUCOBOND DESSERT GOLD SPECTRA FINISH

3,400

SUS. CEILING

FFL 25.5

FFL 22.10

SUS. CEILING

FCL 21.4

3,400

LEVEL 05

FFL 18.7

SUS. CEILING

FCL 18.0

LEVEL 03

FFL 15.3

SUS. CEILING

FCL 14.6

AWS ALUMINIUM FRAMED AWNING WINDOW; NATURAL FINISH

PRECAST CONCRETE PANEL RECKLI 'RIO BRAVO' FINISH

3,400

LEVEL 04

AWS ALUMINIUM FRAMED AWNING WINDOW; NATURAL FINISH

FFL 11.9

SUS. CEILING

FCL 11.2

LEVEL 01

FFL 8.5

SUS. CEILING

FCL 7.5

GROUND FLOOR

FFL 4.5

4,000

3,400

LEVEL 02

PRECAST CONCRETE PANEL RECKLI 'RIO BRAVO' FINISH

PERFORATED METAL MESH SCREEN FORMING CARPARK WALLS; LIGHT BRONZE METALLIC FINISH

SECURE GROUND LEVEL ACCESS TO CARPARK; PORTION OF SCREENING MECHANICALLY OPENABLE -OUTLINE ONLY SHOWN FOR CLARITY

500

NGL 4.0

4,790

8,000

E 03 A03

ELEVATION 03 South View

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

ELEVATION 03

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A302

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

RL 28.5

SUS. CEILING

FCL 28.10

ROOF

LASER CUT METAL MESH SCREEN FIXED TO CURTAIN WALL; LIGHT BRONZE METALLIC FINISH

FCL 24.80

FFL 22.10

SUS. CEILING

FCL 21.4

CURTAIN WALL SYSTEM; CLEAR GLASS

3,400

LEVEL 05

COLOURBOND STEEL RWH & DP; EVENING HAZE FINISH

FFL 25.5

3,400

SUS. CEILING

ROOFTOP ROOM 6.01 RENDERED CONCRETE WALL; FINISH ?

3,000

PARAPET

FFL 18.7

SUS. CEILING

FCL 18.0

3,400

LEVEL 04

TYPICAL APARTMENT CURVED GLASS BALUSTRADE

FFL 15.3

SUS. CEILING

FCL 14.6

3,400

LEVEL 03

FFL 11.9

SUS. CEILING

FCL 11.2

TYPICAL APARTMENT RENDERED FINISH CONCRETE BALUSTRADE

ELMICH GREEN WALL SYSTEM FIXED TO KINGSPAN WALL ON STEEL CHANNELS

RECKLI PRECAST CONCRETE 'RIO BRAVO' FINISH

SECURE GROUND LEVEL ACCESS TO CARPARK FOR BICYCLE STORAGE FACILITY

3,400

LEVEL 02

ELMICH GREEN WALL SYSTEM FIXED TO PRECAST CONCRETE WALL & KINGSPAN METAL CLAD WALL

LEVEL 01

FFL 8.5

CURTAIN WALL SYSTEM; CLEAR GLASS

FCL 7.5

4,000

SUS. CEILING

LASER CUT METAL MESH SCREEN FORMING CARPARK WALLS; LIGHT BRONZE METALLIC FINISH

ELMICH GREEN WALL SYSTEM FIXED TO PRECAST CONCRETE WALL DG.23 DG.05

GROUND FLOOR

DG.22

DG.21

DG.20

DG.18 DG.35

FFL 4.5

500

NGL 4.0

E 04 A03

ELEVATION 04

Client

NORTH

GSEducationalVersion

Holmesglen City Institute

Project Name

REV NOTES

West View

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

ELEVATION 04

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A303

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

COLOURBOND KLIP LOK STEEL CLASSIC-700 ROOF SHEETING

PARAPET

KINGSPAN AWP VERTICALLY LAID PANEL; WT6 REFER TO WALL TYPE SCHED. RL 28.5

GORTER ROOF ACCESS HATCH WITH SCISSORS STAIRS AS PART OF ASSEMBLY; POWDER COATED ALUMINIUM FINSIH

400

SUS. CEILING

2,600

6.01 ROOFTOP ROOM

FFL 25.5

700

ROOF

PHOTOVOLTAIC PANELS ON STEEL PLATFORMS

LASER CUT METAL MESH SCREEN FORMING CARPARK WALLS; LIGHT BRONZE METALLIC FINISH

CURTAIN WALL SYSTEM; CLEAR GLASS; REFER TO SHOP DRAWINGS

2,700

SUS. CEILING

APT 5.03 LIVING

D5.23

D5.22

5.06 LOBBY

D5.21

FG FG

FFL 22.10

APT4.03 LIVING

2,700

SUS. CEILING

D4.23

D4.22

4.06 LOBBY

D4.21

2,700

APT 3.03 LIVING

D3.23

D3.22

3.06 LOBBY

D3.21

2,700

RONDO SUSPENSION ROD BRACKETS FIXED TO CONCRETE AS PER MANUFACTURERS SPEC.

APT 2.03 LIVING

D2.23

D2.22

2.06 LOBBY

D2.21

700

FFL 11.9

LAUNDRY

BATHROOM

D1.23

D1.22

D1.21

1.06 LOBBY

5,500

G07 RES STORAGE ROOM

COLOURBOND STEEL RWH AND DP; EVENING HAZE FINISH

G12 PLANT ROOM

SERVICE CORRIDOR

DG.12

D1.01

7,700

1,000 3,000

APT 1.03 LIVING

SCD06 A401

FFL 8.5

SUS. CEILING

W2.06

2,700

SUS. CEILING

GROUND FLOOR FIRE ISOLATED STAIR; WALL TYPE 4 REFER TO WALL TYPE SCHEDULE

FG FG

GROUND FLOOR

W3.06

700

FFL 15.3

SUS. CEILING

LEVEL 01

CONCRETE STAIR; ALUMINIUM HANDRAILS AND BALUSTRADES -REFER TO STAIR PLAN AND DETAILS

FG FG

LEVEL 02

W4.06

700

FFL 18.7

SUS. CEILING

LEVEL 03

200mm REINFORCED CONCRETE SLAB AS PER ENG. SPEC AS INTERMEDIATED FLOOR SLABS

FG FG

LEVEL 04

W5.06

700

LEVEL 05

G01 RES GF LOBBY

DG.13

W1.06

CARPARK ACCESS

DG.17

FFL 4.5 GROUND SLABS AND FOOTINGS TO ENG. SPEC.

500

NGL 4.0

B A03

LATERAL SECTION BB

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SECTION LATERAL

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A304

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

PARAPET

RL 28.5 FCL 28.10

2,600

SUS. CEILING

FFL 25.5 FCL 24.80

COLOURBOND STEEL RWH AND DP; EVENING HAZE FINISH STUDY/LOUNGE

BED 1

ENS

D5.17

SELECTED FINISH 3.2X1..6M

BED 2

D5.15

BED 2

D4.15

D5.14

BED 3

D4.14

BED 3

KITCHEN & DINING

BALCONY

KITCHEN & DINING

BALCONY

FCL 21.4

SUS. CEILING

FCL 18.0

RONDO SUSPENSION ROD BRACKETS FIXED TO CONCRETE AS PER MANUFACTURERS SPEC. KINGSPAN AWP VERTICALLY LAID PANEL; WT6 REFER TO WALL TYPE SCHED.

SUS. CEILING

FCL 14.6

FCL 11.2

LASER CUT METAL MESH SCREEN FORMING CARPARK WALLS; LIGHT BRONZE METALLIC FINISH

FCL 7.5

BATHROOM

BED 1

200mm REINFORCED CONCRETE SLAB 1:100 FALL TO DRAINAGE OUTLET TO ENG SPEC

STUDY/LOUNGE

BATHROOM

D3.17

SCD02 A400

BED 1

ENS SELECTED FINISH 3.2X1..6M

BED 2

D3.15

D3.14

KITCHEN & DINING

BED 3

BALCONY

ENS SELECTED FINISH 3.2X1..6M

D2.20

BED 2

KITCHEN & DINING

BED 3

D2.15

D2.17

BALCONY

NON-TRAFFICABLE GREEN TOOF ON 200mm REINFORCED CONCRETE SLAB DECK

SCD04 A400

D2.14 SCD03 A400

BATHROOM

D1.20

1.04

BED 1

D1.17

ENS SELECTED FINISH 3.2X1..6M

BED 2

D1.15

D1.14

KITCHEN & DINING

BED 3

BALCONY

SCD05 A401

ATRIUM

CARPARK

DG.35

G09

G12

BICYCLE STORAGE

PLANT ROOM

CORRIDOR

G11

G04

F TOILET DG.28

EXTERNAL RETAIL LANDING

CURTAIN WALL SYSTEM; CLEAR GLASS

RETAIL TENANT -NEWS AGENCY DG.29

ES 1 RES ENTRY STAIRS TO CONCRETE LANDING

FFL 4.5

ES 2 RETAIL ENTRY STAIRS TO CONCRETE LANDING

500

NGL 4.0

GROUND SLABS AND FOOTINGS TO ENG. SPEC.

A A03

LONGTITUDNIAL SECTION AA

Client

NORTH

STUDENT DECLARES THAT THIS ASSESMENT TASK IS THEIR OWN WORK UNLESS OTHERWISE ACKNOWLEDGED AND IS IN ACCORDANCE WITH THE INSTITUTE'S PLAGIARISM POLICY.

Holmesglen City Institute

Project Name

REV NOTES

DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.

GSEducationalVersion

ALUMINIUM FRAMED DANPALON MULTICELL 12mm THICK GLAZED PANEL FIXED TO PRECAST WALL AND CURTAIN WALL

G08

6,500

SUS. CEILING

D3.20

STUDY/LOUNGE

1,000

FFL 8.5

SELECTED FINISH 3.2X1..6M

REINFORCED CONCRETE BALCONY SLAB 150mm SET DOWN 100mm AS PER ENG. SPEC

3,000

LEVEL 01

ENS

D4.17

2,000

SUS. CEILING

STUDY/LOUNGE

SCD01 A400 700

FFL 11.9

BED 1

KINGSPAN AWP VERTICALLY LAID PANEL; WT6 REFER TO WALL TYPE SCHED.

2,700

LEVEL 02

BATHROOM

D4.20

200mm REINFORCED CONCRETE SLAB AS PER ENG. SPEC

700

FFL 15.3

2,700

LEVEL 03

STUDY/LOUNGE

SINGLE PLASTERBOARD CEILING LINING 10mm FIXED TO FURRING CHANNEL; WITH SHADOWLINE TO WALL

2,700

FFL 18.7

700

FFL 22.10

LEVEL 04

GROUND FLOOR

BATHROOM

D5.20

2,700

SUS. CEILING

1M PARAPET TO BE KINGSPAN AWP VERTICALLY LAID PANEL; WT6 REFER TO WALL TYPE SCHED.

700

LEVEL 05

D6.03

2,700

SUS. CEILING

700

ROOF

400

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SECTION LONGITUDINAL

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:100

Date:

Project No:

Drawing No.:

02COMS4

A305

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

PARAPET RL 28.5 GORTER ROOF ACCESS HATCH WITH SCISSORS STAIRS AS PART OF ASSEMBLY; POWDER COATED ALUMINIUM FINSIH

1,215

3,250

300 LINE OF LEVEL O1 LANDING OVER SHOWN DASHED

3,000

ST01

DG.07

TGSI

300

FFL 8500

930

ST02

1,090

TGSI

S A306

DG.30

1,000

FFL 4500

TGSI

3,400

1,215

2,750

300

950 TGSI

TGSI

50 D5.02

STD01 A306

500

+4,500 1 GROUND FLOOR

165

300

1,250 UP

930

S A306

ROOF FFL 25.5

170

2,030

1,000

D1.02

FFL 4000

STPL1 A204

970

S3 STPL2

FIRE STAIR PLAN GF

STAIR EXIT SECTION S3

LEVEL 05 FFL 22.10 300 300

2,100

950

200mm REINFORCED CONCRETE SLAB AS PER ENG. SPEC WITH ABLEFLEX SEALED EXP. JOINT STEP FOOTING AS PER ENG SPEC.

D1.02

STEEL REINFORCING AND REBARS WITHIN CONCRETE STAIR

150

50 950

LEVEL 04 FFL 18.7

FFL 8.5

975

D4.02

165

300

30mm GREY NON-SLIP NOSING STRIP TO BE APPLIED TO TREADS

950

2,500

3,400

1,300

2,100

RISER

3,825

3,400

CONCRETE STAIR; ALUMINIUM HANDRAILS AND BALUSTRADES -REFER TO STAIR PLAN AND DETAILS

700 50

675

2,250

300

5,650

940

STPL 03 A205

D3.02

310

FIRST FLOOR STAIR PLAN

LEVEL 03 FFL 15.3

300

900

50mm CHS STEEL HANDRAIL WITH RETURNS WELDED TO STEEL POSTS

300

STAIR BASE DETAIL 1:10

D2.02

STD02 A306

GROUND FLOOR FIRE ISOLATED STAIR; WALL TYPE 4 -REFER TO WALL TYPE SCHEDULE

LEVEL 02 FFL 11.9

CONTINUOUS 40mm CHS STAINLESS STEEL HANDRAIL 1M HIGH; FIXED TO WALL

TGSI

1,400

FFL 4,000

1,470

50mm CHS STEEL POST BOLTED TO CONCRETE FLOOR. 20mm RAILINGGS WELDED TO CHS POST FRAME; SPACING TO BE MAX 100mm

S3 A306

FFL 4,500

300

300 TGSI

STPL2 A204

RISER: 165 GOING: 300 2R+G= 630 (MAX 700 MIN 500)

3,400

S3 A306

TGSI

STD01 A306

TGSI

TYPICAL STAIR PLAN ST02 150mm PAINTED STEEL BASE PLATE WITH 58mm OD TUBE SECURE TO CHS POST

GENERAL NOTES: 3,400

CONCRETE LANDING SLABS DOWL FIXED TO REINFORCED PRECAST CONCRETE WALLS WITH EPOXY SEALED JOINT D1.02

LEVEL 01 FFL 8.5

CONCRETE LANDING TOP AND BOTTOM REINFORCEMENT TO EXTEND/OVERLAP WITH STAIR REINFORCMENT 30mm GREY NON-SLIP NOSING STRIP TO BE APPLIED TO TREADS

STEEL REINFORCING AND REBARS WITHIN STAIRS

4,000

30mm GREY NON-SLIP NOSING STRIP TO BE APPLIED TO TREADS

GROUND FLOOR FFL 4.5 500

GROUND SLABS AND FOOTINGS TO ENG. SPEC.

STAIR EXIT SECTION SS

STD02 A306

CONTINUOUS 40mm CHS STAINLESS STEEL HANDRAIL 1M HIGH; WITH STEEL RAILS AS BALUSTRADE THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND VERIFY ALL ERRORS AND REVISIONS OMISSIONS TO THE DESIGNER. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DATE REV ISSUED BY THE DESIGNER FOR CONSTRUCTION.

S STPL1

STAIR TO LANDING DETAIL 1:10

Client

NORTH

Holmesglen City Institute

Project Name

REV NOTES

GSEducationalVersion

200mm REINFORCED CONCRETE BASE AS PER ENG. SPEC; WITH STEEL REINFORCEMENT MESH AND REBARS

TGSI: TACTILE GROUND SURFACE GROUND INDICATORS DTAC STANLESS STEEL CLASSIC TGSI INSTALLED AT BOTTOM OF STAIR AND ON LANDING AT BEGGING OF FLIGHT AS PER AS 1428.1 DG.19

NGL 4.0

STAIR CALCULATIONS IN ACCORDANCE WITH NCC AND RELEVANT AS. ST01 RISER: 160 GOING: 250 2R+G= 570 (MAX 700 MIN 500) STO2 RISER: 165 GOING: 300 2R+G= 630 (MAX 700 MIN 500)

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

STAIR PLAN

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:50, 1:10

Date:

Project No:

Drawing No.:

02COMS4

A306

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

COLOURBOND STEEL DP; EVENING HAZE FINISH

CONTINUOUS STEEL CHANNEL ANCHORED TO CONCRETE SLAB

KINGSPAN AWP VERTICALLY LAID PANEL; WT? REFER TO WALL TYPE SCHED. CUT END COVER FLASHING

200mm REINFORCED CONCRETE SLAB AS PER ENG. SPEC

FIRE RATED CANISTER INSULATION APPLIED AS PANEL IS LAID 0.5mm COIL COATED DRIP FLASHING SEALED TO FACE OF PANEL WITH 6X4mm BUYTL SEALANT

SUSPENSION ROD BRACKET FIXED TO CONCRETE AS PER MANUFACTURERS SPEC. RONDO SUSPENDED CEILING KIT; 25mm TOP CROSS TAIL (0.55BMT), 28mm FURRING CHANNEL, 310mm SECTION JOINER, ALUMINIUM SHADOW LINE BEAD 10mm SECTION JOINER FIXED TO STEEL FRAMED WALL TO PROVIDE STABILITY SINGLE PLASTERBOARD CEILING LINING 10mm FIXED TO FURRING CHANNEL; WITH SHADOWLINE TO WALL

300X600mm PORCELAIN TILE NATURAL FINISHED & SEALED

REMOVABLE GALVINISED DUCTILE IRON FLAT GRATE WATER SEEPAGE FROM OUTLET PUDDLE FLANGE TO DISCHARGE THROUGH BUILT IN WEEPHOLES TO OUTLET

TILE ON PAVING SUPPORTS

PROSPECT PA 20+ POLYMIDE PAVING SUPPORTS; WITH LEVELING SHIMS

BITUMEN MEMBRANE TO EXTEND OUTLET PENETRATION

BITUMEN MEMBRANE TO EXTEND WALL EDGE

THERMAL INSULATION

OUTLET EXTENSION

INSITU CONCRETE SCREED 50mm TO FALL TO DRAINAGE OUTLET; LIQUID WATERPROOFING MEMBRANE OVER SCREED 200mm REINFORCED CONCRETE SLAB TO FALL AS PER ENG. SPEC

100mm PVC OUTLET

200mm REINFORCED CONCRETE SLAB AS PER ENG. SPEC

SCD02 A305 SCD01 A305

SLAB TO WALL CONNECTION DETAIL 1:10

TYPICAL ROOF OUTLET DETAIL

50mm DIA STAINLESS STEEL EXTRUDED HANDRAIL SILCONE FIXED TO GLASS 12mm TOUGHENED CLEAR GLASS AS PER ENG SPEC.

GENERAL NOTES

WALL TYPE 2 STEEL STUD WALL;PLASTER FINISH

116

WALL TYPE 1 PRECAST CONCRETE SANDWICH LOADBEARING PANEL

50 70 130

WALL TYPE SCHEDULE SCALE 1:50

DETAILS TO BE READ IN CONJUCTION WITH SECTIONS DRAWINGS, PROJECT SPECIFICATION AND STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION

LOADBEARING INTERNAL CONCRETE LAYER; WITH REINFORCEMENT RIGID INSULATION & EXTERNAL CONCRETE LAYER INTERNAL & EXTERNAL NATURAL GREY OFF FORM FINISH

VERIFY ALL DIMENSIONS ON SITE PRODUCTS & MATERIALS SPECIFIED TO BE INSTALLED AND MAINTAINED AS PER THE MANUFACTURERS SPECIFICATIONS

ALUMINIUM TOP COVER (FLASHING) AND SEALANT TO WALL AND GLASS

PLASTERBOARD 10mm STEEL STUD 92mm

REFER TO MANUFACTURERS DRAWING & SPECIFICATIONS

WATERPROOFING MEMBRANE TO EXTEND TO TOP COVER (FLASHING) AND SEALANT

300X600mm PORCELAIN TILE NATURAL FINISHED & SEALED

PROSPECT PA 20+ POLYMIDE PAVING SUPPORTS; WITH LEVELING SHIMS

WALL TYPE 3 CURTAIN WALL

CONTINUOUS SILICONE BED TO 12mm GLASS AS PER MANUFACT. SPEC;

100mm STEEL GRATE DRAIN CLASP FIXED TO TILE EDGE

WATERPROOFING MEMBRANE APPLIED TO SCREED

INSITU CONCRETE SCREED 50mm

WATERPROOFING MEMBRANE TO BE APPPLIED TO BALCONY SLAB BEFORE SCREED POUR

300X600mm PORCELAIN TILE ON POLYMIDE PAVING SUPPORTS;

10mm ABLEFLEX JOINT AND MASTIC SEALANT

WALL TYPE 4 REINFORCED PRECAST CONCRETE WALL

200

REINFORCED CONCRETE BALCONY SLAB 150mm 1:100 FALL TO GUTTER;

150

WALL TYPE 5 REINFORCED IN-SITU CONCRETE

CAST IN-SITU AS PER ENG SPEC.NATURAL FINISH.

PLASTERBOARD 10mm FIXED TO 92mm STEEL WALL FRAMING

WALL TYPE 6 KINSPAN INSULATED WALL PANEL; FIXED TO LIGHT STEEL FRAME WALL; PLASTERBOARD FINISH

PRECAST AS PER ENG SPEC.NATURAL FINISH.

CAST INSITU CONCRETE WALL REINFORCED CONCRETE BALCONY SLAB 150mm; WITH APPLIED WATERPROOFING SHOWN DASHED

DRAINAGE OUTLET SHOWN DASHED CONNECTED TO DP

SCD03 A305

BALCONY SLAB DETAIL 1:10

SCD04 A305

BALCONY BALUSTRADE DETAIL 1:10

KINGSPAN INSULATED WALL PANEL 0.5mm STEEL MICRO RIB EXTERNAL FINSIH

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SECTION DETAILS

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:10, 1:50

Date:

Project No:

Drawing No.:

02COMS4

A400

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

THERMAL INSULATION

SS COLOURBOND PARAPET FLASHING CAPPING

LASER CUT ALUMINUM SCREENING PANELS

WATERPROOFING MEMBRANE

CURTAIN WALL SYSTEM- REFER TO MANUFACTURERS SHOP DRAWINGS

CAPPING FLASHING TO TOP OF PRECAST PANEL WITH TIMBER INFILL BLOCK

100X100 SHS BRACKET FIXED TO CURTAIN WALL MULLION; ALLOW FOR EXPANSION AT CONNECTION 100X50 RHS AS BASE FRAME FIXED TO ALUMINUM SCREEN; WELDED TO SHS; 200mm CLEARNACE TO SLAB

FLASHING OVER GUTTER EDGE 60X40mm DANPALON ALUMINIUM CONNECTOR FRAMING SECTION REFER TO MANUFACTURERS SPEC.

RL 8.50

APRON FLASHING TO WALL AND SLAB DANPALON 14mm ALUMINIUM FRAMING F SECTION AT 900mm C/C (PANEL WIDTH)

GREEN ROOF SYSTEM: ·GROWING MEDIA

INSITU CONCRETE SCREED; WATERPROOFING MEMBRANE OVER SCREED

LYSAGHT SPANDEK STEEL SUPPORT SHEET (TCT 0.42) WITH LYSAGHT ADJUSTABLE SUPPORT BRACKET FIXED TO CONC. BEAM AND WALL

·VEGETATION MAT

RL 8.50

·GEOTEXTILE FILTER LINING

SS COLOURBOND BOX GUTTER 300mm 100mm DEPTH

·DRAINAGE TRAY ·PROTECTION MAT (POLYETHELENE SHEET)

200mm REINFORCED CONCRETE SLAB AS PER ENG. SPEC 1:100 FALL TO GUTTER;

·THERMAL INSULATION ·LIQUID WATERPROOFING & ROOT RETARDANT

BITUMEN MEMBRANE TO EXTEND OVER SLAB EDGE; APPLIED OVER THERMAL INSULATION

SS COLOURBOND RWH & DP; EVENING HAZE FINISH CONTINUOUS STEEL ANGLE BRACKET FIXED TO DANPALON CONNECTOR FRAMING SECTION; BOLTED TO FERRULE IN PRECAST PANEL AS PER ENG SPEC

REINFORCED CONCRETE SLAB AS PER ENG. SPEC. WITH TYPICAL WATERPROOFING APPLIED

REINFORCED CONCRETE BEAM AS PER ENG. SPEC

DANPALON MULTICELL 12mm THICK GLAZED PANEL

STEEL DOWEL CONNECTION AS PER ENGINEER SPEC REINFORCED CONCRETE COLUMN EXTEND TO CONCRETE BEAM PRECAST CONCRETE PANEL

SCD05 A305

ENTRY CANOPY DETAIL 1:10

SCD06 A304

TYPICAL BOX GUTTER & FACADE DETAIL

LASER CUT ALUMINUM SCREENING PANELS FIXED TO 100X50mm RHS 100X100 SHS STEEL COLUMNS WELDED TO STELL BASE PLATE; BOLTED TO CONCRETE SLAB @ 1200mm C/C;

30mm CLEARANCE BETWEEN SHS AND CONCRETE COLUMN

RHS BRACKET FIXED TO SHS COLUNN @ 1200mm C/C

GENERAL NOTES

WALL TYPE 2 STEEL STUD WALL;PLASTER FINISH

116

WALL TYPE 1 PRECAST CONCRETE SANDWICH LOADBEARING PANEL

50 70 130

WALL TYPE SCHEDULE SCALE 1:50

200 150

WALL TYPE 5 REINFORCED IN-SITU CONCRETE

RIGID INSULATION & EXTERNAL CONCRETE LAYER INTERNAL & EXTERNAL NATURAL GREY OFF FORM FINISH

VERIFY ALL DIMENSIONS ON SITE PRODUCTS & MATERIALS SPECIFIED TO BE INSTALLED AND MAINTAINED AS PER THE MANUFACTURERS SPECIFICATIONS

PLD 01 A204

FACADE PLAN DETAIL 1:10

PLASTERBOARD 10mm STEEL STUD 92mm

PRECAST AS PER ENG SPEC.NATURAL FINISH.

CAST IN-SITU AS PER ENG SPEC.NATURAL FINISH.

PLASTERBOARD 10mm FIXED TO 92mm STEEL WALL FRAMING

WALL TYPE 6 KINSPAN INSULATED WALL PANEL; FIXED TO LIGHT STEEL FRAME WALL; PLASTERBOARD FINISH

LOADBEARING INTERNAL CONCRETE LAYER; WITH REINFORCEMENT

REINFORCED CONCRETE COLUMN D3 AS PER ENG. SPEC & AS 3600;

REFER TO MANUFACTURERS DRAWING & SPECIFICATIONS

WALL TYPE 3 CURTAIN WALL

WALL TYPE 4 REINFORCED PRECAST CONCRETE WALL

DETAILS TO BE READ IN CONJUCTION WITH SECTIONS DRAWINGS, PROJECT SPECIFICATION AND STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION

KINGSPAN INSULATED WALL PANEL 0.5mm STEEL MICRO RIB EXTERNAL FINSIH

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

SECTION & PLAN DETAILS

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:10, 1:50

Date:

Project No:

Drawing No.:

02COMS4

A401

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

1,691

530 40 68 760

CL CL

82 1,252

100

141

924

372

SHD

WF 04

WF 03

WF 04

SHD

300

700

TYPICAL BATHROOM PLAN

IE05 A501

IE05.01 TYPICAL BATHROOM

100

B V

750 50

2,400

2,390

500

750 50 900 100

175

100

IEO5 A205

700

440

800

D1.11

150

550 115

600

FFL

450

691

1,100

308

D1.11

2,025 525

2,700

374

357

WF 03

780 1,425

2,632

WF 03

1,095 600

WF 03

310

1,335

1 IE05 4 2 A501

IE05 A501

IE05.02 TYPICAL BATHROOM

IE05.03 TYPICAL BATHROOM

IE05 A501

IE05.04 TYPICAL BATHROOM

2,115 1,011

IE06 2 A501

WF 03

WF 04

IE06.02 TYPICAL LAUNDRY

200 100 770 30

IE06 A501

IE06.04 TYPICAL LAUNDRY

WF 04

2,000

TYPICAL WC PLAN

465

260

FFL WC

235

244

D1.07

445

404

2,700

2,440

689

WC CL

IEO7 A205

IE06.03 TYPICAL LAUNDRY

1,915

IE07 2 A501

322

WF 04

294

2,400

IE06 A501

WF 04

260

457

700

1,226

IE06 A501

IE06.01 TYPICAL LAUNDRY

149

D1.07

540 220 50

FFL

IE06 A501

620

160

419 830

TYPICAL LAUNDRYPLAN

2,400

100

IEO6 A205

415 600

D1.09

2,000

2,400

658

600

CL 681

WF 04

WF 03

WF 04

WF 03 WF 03

1,915

WF 03

731

1,257

300

BIC

D1.09

1,000

110

780 30

253

300

620

500 26

121

IE07 A501

IE07.01 TYPICAL WC

IE07 A501

IE07.02 TYPICAL WC

IE07 A501

IE07.03 TYPICAL WC

IE07.04 TYPICAL WC

NOTES REFER TO GENERAL NOTES REFER TO PROJECT SPECIFICATION FOR WALL FINISHES SCHEDULE.

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

TYPICAL APARTMENT WET AREAS

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:50

Date:

Project No:

Drawing No.:

02COMS4

A501

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

TYPIVAL PLASTERBOARD PAINT FINSIH WALLS FACINGOPEN KITCHEN 960

610

600

580

425

1,800 725

760 50 90

540

750

IE08.02 TYPICAL KITCHEN

CP CP

IE08 A502

IE08.03 TYPICAL KITCHEN

IE08 A502

IE08.04 TYPICAL KITCHEN

600

CAESAR STONE CAESAR STONE

J01 TYPICAL JOINERY ELEVATION

20 50 FFL

LAMINATE SILK FINISH LAMINATE SKIRTING

100

LAMINATE SKIRTING

J02 TYPICAL JOINERY ELEVATION

LAMINATE SILK FINISH

750

FFL

CAESAR STONE

920

LAMINATE SILK FINISH

550 75 60 70

LAMINATE SILK FINISH

100

CAESAR STONE

J03 TYPICAL JOINERY ELEVATION

16MM HMR PARTICLE BOARD LAMINATE FINISH

CAESAR STONE

100

FFL

J01 TYPICAL JOINERY SECTION

16MM HMR PARTICLE BOARD LAMINATE FINISH

750

16MM HMR PARTICLE BOARD LAMINATE FINISH

J02 TYPICAL JOINERY SECTION

100

FFL

450

FFL

750

CAESAR STONE

450

465

610

J01 TYPICAL JOINERY ELEVATION

FFL

115 100

FFL LAMINATE SKIRTING

920

20 50

LAMINATE SILK FINISH

750

2,000 1,400

FFL 100

LAMINATE SKIRTING

LAMINATE SILK FINISH

100

FFL

IE08 A502

IE08.01 TYPICAL KITCHEN

LAMINATE SILK FINISH

860

LAMINATE SILK FINISH

IE08 A502

TYPICAL KITCHEN PLAN

LAMINATE SILK FINISH

600

250 250 250 330 320 300

IEO8 A205

1,508

755 55

FFL

WF 05 P

WF 05

DR 292

WF 03

760 50

OHC

725 60

C L

2,010

220 600

2,700

380

RH 2,380

IE08 4 2 A502

WF 03

OHC SK

WF 03

1,015

600

200

WF 03

580 100

500

445

600

1,180

600

300

135

65 760

790 1,800

2,690

650

900

3,175

J03 TYPICAL JOINERY SECTION

NOTES REFER TO GENERAL NOTES REFER TO PROJECT SPECIFICATION FOR WALL FINISHES SCHEDULE.

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

TYPICAL KITCHEN JOINERY

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:50

Date:

Project No:

Drawing No.:

02COMS4

A502

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

Window List

W1.03

W1.04

W1.05

W1.06

W2.01

W2.06

W3.01

W3.06

W4.01

W4.06

Type

AWS Elevate™ Series 466 Architectural Awning Window Maximum Panel Dimensions 1800mm x 1200mm; Maximum Glass Thickness =24mm FRAME 102mm thick commercial grade aluminium GLAZING 8.5mm VLam Hush glass /10mm air gap / 6.50mm VLam Hush glass; RATING Rw41

AWS Series 467 Architectural Awning Window Maximum Panel Dimensions 2022mm x 1400mm; Maximum Glass Thickness =24mm Frame Sashes fabricated for high wind load; Transoms located 500mm or greater above floor line. GLAZING 6.50mm VLam Hush glass; RATING37

Finsih & Hardware

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze HARDWARE Awning sashes can be fitted with cam handles, manual chain winders or concealed electric winders.

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze HARDWARE Awning sashes can be fitted with winders and side latches; Truth™ hardware resists wind load

Height Width Window sill height

2,000 900 700

1,800 1,100 500

1,800 800 200

2,100 1,200 200

2,000 800 400

2,000 900 700

2,000 800 400

2,000 900 700

2,000 800 400

2,000 900 700

2,000 800 400

900

900 1,100

900

800 800

800

2,000

2,100

1,800

2,000

Elevation

2,000

W1.02

2,000

W1.01

2,000

900

800

1,200

Window List

W5.01

W5.06

WG.01

WG.02

WG.03

WG.04

WG.05

WG.06

WG.07

WG.08

WG.09

Type

AWS Series 607 FaceLINE™ framing system Shopfront framing 150mm x 50mm with the glazing pocket close to the front face Various Panel Dimensions; Maximum Glass Thickness 10.38mm GLAZING 6.38mm Laminated glass; RATING Rw32

AWS Series 525 LouvreMASTER™ Maximum Panel Dimensions 3014mm x 900mm; Maximum Glass Thickness = 6.38mm 131mm Overall frame with full height extruded aluminium 152mm blades (fixed position); 3° Fall in sill guides water, dust and salt out of the window.

Finsih & Hardware

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze HARDWARE Awning sashes can be fitted with winders and side latches; Truth™ hardware resists wind load

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze

Height Width Window sill height

2,000 900 700

2,000 800 400

2,700 1,200 200

600 1,200 3,000

600 800 3,000

600 1,200 3,000

600

1,200

600

1,200

2,700

2,510

2,000

Elevation

2,700

800

600

1,200

800

150

900

1,200

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

WINDOW SCHEDULE

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:1

Date:

Project No:

Drawing No.:

02COMS4

A600

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 C:\Users\Charlottes_Web\Desktop\a19_S4_DES_02COMST4_16.3.23.pln

23/03/2016

Door Schedule ID Type

Finish

D1.01

AWS Series 51 Commercial Hinged Door Maximum Panel Dimensions 3000mm x 900mm; Maximum Glass Thickness = 10.38mm FRAME 50mm Thick door stiles with 115mm midrail; removable snap-on 19mm high glazing beads on stiles with security glazing

D1.02

Access Industries Fire Doors Standard Panel Dimensions 2040 x 820; 2040 x 870; 2040 x 920; 2040 x 1020 FRAME two As per Manufacturer hour rated Frame throat is specfication. 145mm; Doors are 48mm HARDWARE Flush panic bolts; Mortise locks machined by manufacturer

Width

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced 2,040 820 polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze

D1.03

Height

Door Schedule ID Type

D1.07

Finish

Height

Width

2,440 700

Door Schedule ID Type

D1.14

2,100 900

D1.08

2,440 700

D1.15

2,400 950

D1.09

2,440 700

D1.16

2,100 900

D1.10

2,400 800

Finish

Height

Width

2,400 700

Door Schedule ID Type

D1.22

Finish

Height

Width

2,400 700

Door Schedule ID Type

Finish

Height

Width

Door Schedule ID Type

Finish

Height

Width

Door Schedule ID Type

Finish

Height

Width

Door Schedule ID Type

Finish

Height

Width

D1.30

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced 2,040 820 polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze

D2.17

2,400 700

D3.13

2,400 2,200

D3.23

2,400 900

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced 2,100 900 polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze

D2.20

2,400 800

D3.14

2,400 700

D3.26

2,400 2,700

2,400 700

D1.23

2,400 900

D1.30

2,100 800

D1.24

2,400 950

D2.02

2,100 900

D2.21

2,400 700

D3.15

2,400 700

D4.02

2,100 900

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR 2,400 2,700 Colourbond Evening Haze HARDWARE Doors to be fitted with standard slimline ANDO surface mounted door lock

D2.06

2,400 2,700

D2.22

2,400 700

D3.17

2,400 700

D4.06

2,400 2,700

D1.17

2,400 700

D1.26

AWS Elevate™ Series 471 Apartment Sliding Door Maximum Panel Dimensions 2700mm x 1500mm; Maximum Glass Thickness =20mm FRAME 101.60mm frame, with Subsills; fixed light highlights with run through jambs Panel configuration ‘x-f’. GLAZING 10.5mm Rw33

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced 2,012 894 polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze

D1.27

2,100 900

D2.13

2,400 2,200

D2.23

2,400 900

D3.20

2,400 800

D4.13

2,400 2,200

D1.04

2,400 800

D1.11

2,400 700

D1.18

D1.05

2,400 800

D1.12

2,100 2,400

D1.20

2,400 800

D1.28

2,400 800

D2.14

2,400 700

D3.02

2,100 900

D3.21

2,400 700

D4.14

2,400 700

D1.06

D1.13

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR 2,400 2,200 Colourbond Evening Haze HARDWARE Doors to be fitted with standard slimline ANDO surface mounted door lock

D1.21

2,400 700

D1.29

2,400 800

D2.15

2,400 700

D3.06

2,400 2,700

D3.22

2,400 700

D4.15

2,400 700

GENERAL NOTE DOOR ELEVATIONS HAVE NOT BEEN SHOWN FOR DRAWING CLARITY- REFER TO REFER TO MANUFACTURERS SPECFICATION & PRODUCT DETAILS REFER TO PROJECT SPECIFICATION FOR DOOR TYPE ('R1, C1..) SPECIFICATION

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

DOOR SCHEDULE 01

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:1

Date:

Project No:

Drawing No.:

02COMS4

A601

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016

Door Schedule ID Type

D4.17

D4.20

D4.21

D4.22

D4.23

D4.26

D5.02

Finish

Height

Width

2,400 700

2,400 800

2,400 700

2,400 900

2,400 2,700

2,100 900

Door Schedule ID Type

Finish

D5.06

D5.13

D5.14

D5.15

D5.17

D5.20

D5.21

Height

Width

2,400 2,700

2,400 2,200

2,400 700

2,400 800

2,400 700

Door Schedule ID Type

Finish

D5.22

Width

2,400 700

D5.23

2,400 900

D5.26

2,400 2,700

D6.02

2,100 1,500

D6.03

2,100 900

AWS Series 52 Commercial Sliding Door Maximum Panel Dimensions 2700mm x 1500mm; Maximum Glass Thickness =20mm FRAME 101.60mm frame, with Subsills; GLAZING 10.5mm VLam Hush; RATING Rw33

Door Schedule ID Type

Finish

Height

Width

Door Schedule ID Type

Finish

Height

Width

Door Schedule ID Type

Finish

Height

Width

Door Schedule ID Type

Finish

Height

Width

Door Schedule ID Type

Finish

Height

Width

DG.02

AWS Series 52 Commercial Sliding Door Maximum Panel Dimensions 2700mm x 1500mm; Maximum Glass Thickness =20mm FRAME 101.60mm frame, with Subsills; GLAZING 10.5mm VLam Hush; RATING Rw33

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR 2,100 1,100 Colourbond Evening Haze HARDWARE Doors to be fitted with standard slimline ANDO surface mounted door lock

DG.09

2,400 800

DG.14

2,700 950

DG.21

2,100 700

DG.28

2,400 950

DG.03

AWS Series 50 Commercial Hinged Door Maximum Panel Dimensions 3000mm x 1000mm; Maximum Glass Thickness = 10.38mm FRAME 50mm Thick door WRAP AROUND stiles with 115mm deep midrail; removable 19mm high glazing beads on stiles with security glazing

Cutsom door panel with fixed light glazing cut outs; (captive external glazing wedge) FINISH Qualicoatapproved powder Coat 2,100 1,500 (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze

DG.10

2,400 800

DG.15

2,400 1,500

DG.22

2,100 700

DG.29

2,400 950

DG.04

DG.11

2,400 800

DG.16

2,400 1,500

DG.23

2,100 700

DG.30

2,100 800

DG.05

DG.24

2,100 700

DG.31

2,100 800

2,400 800

2,400 1,200

DG.06

CC1

2,100 800

DG.12

2,700 950

DG.17

DG.18

Access Industries Fire Doors Standard Panel Dimensions 2040 x 820; 2040 x 870; 2040 x 920; 2040 x 1020 FRAME two AS PER MANUFACTURER hour rated Frame throat is 145mm; Doors are 48mm HARDWARE Flush panic bolts; Mortise locks machined by manufacturer

2,100 900

DG.25

2,100 700

DG.32

2,100 800

DG.26

2,100 700

DG.33

2,100 700

DG.27

2,100 700

DG.34

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced 2,788 950 polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze

DG.12

Cutsom door panel with fixed light glazing cut outs; (captive external glazing wedge) FINISH Qualicoatapproved powder Coat 2,400 1,200 (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR Colourbond Evening Haze

FINISH Qualicoat-approved powder Coat (Duratec® thermosetting advanced polyester resin TGIC free powder coating); COLOUR 2,400 1,100 Colourbond Evening Haze HARDWARE Doors to be fitted with standard slimline ANDO surface mounted door lock

DG.19

DG.20

2,100 800

DG.07

2,700 950

DG.13

AWS Series 52 Commercial Sliding Door Maximum Panel Dimensions 2700mm x 1500mm; Maximum Glass Thickness =20mm FRAME 101.60mm frame, with Subsills; GLAZING 10.5mm VLam Hush; RATING Rw33

DG.08

2,150 1,100

DG.14

D 04

DG.01

Height

2,100 900

Client

NORTH

Project Name

REV NOTES

GSEducationalVersion

Holmesglen City Institute

23 MILL STREET EAST MELBOURNE VIC 3002 CMYDS@WEB.COM.AU 03-9887 3513

Drawing Title:

DOOR SCHEDULE 02

BUILDING 7, PLUMMER ST DEVELOPMENT

Scale @ A1

Status: CONSTRUCTION

Site Address:

1:1

Date:

Project No:

Drawing No.:

02COMS4

A602

320-332 PLUMMER St, PORT MELBOURNE DRAWN BY:

CHARLOTTE M 100502978 F:\Charlotte M 100502978\a19_S4_DES_02COMST4_16.3.23.pln

24/03/2016