8
GENERAL NOTES DRAWING NUMBER DATE REVISION ISSUE SCALE DRAWN BY STEVEN ADAMS THE SCOTS COLLEGE SEARS Consult with ALL relevant authorities prior to commencing works DO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencement Obtain setting out information from architect PRIOR to commencment Bring discrepencies to the immediate attention of the Architect If unsure of any aspect of the works seek instruction from the Architect before proceeding All drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the Architect This material / work is protected by Copyright ADDRESS 29-53 Victoria Rd Bellevue Hill, NSW DRAWING TITLE PROJECT CLIENT - - - - - - - MAJOR ALTERATIONS + ADDITIONS TO THE STEVENSON LIBRARY [SSD 8922] JC, CF, JW, ZW CONSULTANTS TPQS Quantity Surveyors BBC Planning Consultant ACV Mechanical Engineer Code Performance Accessibility Consultant PBE Structural Engineer BCG BCA Consultant JCL Hydraulic Engineer Riley Mac Fire Consultant MCD Fire Engineer UMEA Electrical Engineer BCG BCA Consultant Beveridge Williams Surveyors JUNE 2018 S1 1:500 @ A3 PROPOSED SITE + LANDSCAPE PLAN SSD1.02/17-200 60.34 60.79 61.13 61.30 61.58 61.57 61.65 61.75 61.28 61.21 61.33 61.47 61.60 61.83 61.66 61.69 61.71 61.83 62.01 62.38 63.23 63.12 62.12 61.84 4PAV 62 62.29 62.34 62.48 62.67 63.23 62.98 62.43 62.09 62.27 21EC 62.29 62.47 62.19 20EC 61.03 61.03 61.03 65.16 65.66 64.17 64.17 61.47 61.11 61.06 61.20 61.42 61.47 61.55 61.57 61.58 61.56 61.46 60.98 60.97 60.89 60.96 61.04 60.24 60.43 60.48 60.23 54.77 54.38 61.54 61.50 61.53 61.52 61.09 INV 61.57 TOG 61.64 INV 60.72 INV 61.19 61.20 61.25 TOG 61.22 61.71 SV 1FH 55.17 TW 65.76 DS 61.41 DS 61.73 DS 61.57 DS 61.74 FLR 61.18 FLR 65.67 BALC 64.21 64.20 BALC 68.64 TG 65.46 TG 68.61 21GUT 68.65 68.62 TG 65.48 TG 65.49 68.67 TG 72.04 TG 65.73 TG 68.60 TG 68.85 TG 68.83 TG 68.61 05 G 71.99 71.95 71.08 ROOF 72.00 72.01 68.19 RIG 65.97 RIG 72.01 RIG 72.00 RIG 71.97 RIG 71.07 ROOF 71.97 RIG 71.10 ROOF 72.95 RIG 74.04 74.04 RIG 71.97 71.17 72.01 RIG 71.19 ROOF RIG 71.07 ROOF 71.18 ROOF 72.03 RIG 72.01 RIG 71.17 ROOF 73.15 RIG 72.02 RIG 70.00 RIG 61.56 54.58 61.01 61.01 6 61.07 61.05 60.95 62.99 TW 62.98 TW T TW TW 6 TW 60. TW 59. TW 63.30 TW 62.83 TW 63.30TW 62.83 TW 62.84 TW 62.84 TW 63.30 TW 62.56 TW 62.57 TW 63.06 TW 65.29 TW 62.55 TW 69.78 TW 69.78 TW 60.48 60.87 61.05 60.87 60.52 60.41 73.15 TC 62.39 62.70 61.80 TK 61.81 TK 61.82 TK 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64.79 59.74 VERANDAH STAIRS 67.67 GUTTER LEVEL 67.70 GUTTER LEVEL 70.53 RIDGE LEVEL RIDGE 67.63 GUTTER 70.66 RIDGE LEVEL DINING HALL RAMP STEPS ROCKFACE BOTTOM 73.75 RIDGE LEVEL 67.67 TG OF 70.54 RIDGE LEVEL GUTTER LEVEL STEPS STEPS STEPS 70.54 RIDGE LEVEL COURTYARD STEPS STEPS WALL BRICK WALL BRICK FENCE BRICK ENCE BRICK FENCE GARDEN BRICK RETAINING WALL 61.82 61.81 60.93 60.28 VERANDAH 67.41 GUTTER LEVEL STEPS LANDING CONCRETE STAIRS SINGLE STOREY STONE RETAINING WALL STEPS WALL STONE RETAINING STONE WA AND GARDEN STAIRS STEPS STAIRS CENTENARY CAIRN STEPS STEPS STONE WALL PATH STAIRS STEPS GARDEN 47.31 57.30 53.83 53.87 5 59.5 66.89 57.40 57.41 57.45 56.32 57.26 57.30 58.88 58.90 57.32 57.30 55.34 55.34 57.19 57.23 56.69 56.74 56.72 56.70 56.98 56.66 56.68 56.69 55.41 53.92 54.05 54.05 54.05 54.09 54.08 54.03 54.03 62.00 61.96 UG UG UG UG TWO-STOREY LIFT CONCRETE PATH TW TW TILE GARDEN BW TILE BW BW STONE RETAINING WALL THREE & FOUR BRICK BUILDIN LIBRARY BUILDING & GYMNASI BASKE CONCRETE PATH VICTORIA CONCRETE AREA AREA COLONNADE COLONNADE PAVED DRIVEWAY FOOTPATH FOOTPATH CONCRETE SCHOOL" "MIDDLE FIELDS PLAYING ABOVE WALKWAY PAVING STAIRS STAIRS BRICK PAVING (ABT 18H) PINE (ABT 8H) FIG (ABT 15H) PALM (ABT 5H) TREE (ABT 16H) FIG TREES (ABT 15H) (ABT 9H) BRUSH BOX (ABT 12H) FIG (ABT 4H) TREE (ABT 5H) PALM (ABT 8H) PALMS TWO STOREY D.P. 2 3 1 7 1 3 GARDEN CONCRETE 47.23 STEPS 58.79 57.27 57.28 PAVING PATH 57.42 BW PAVING TILE PAVING 56.33 TW 57.56 TW RETAINING WALL BRICK 54.26 56.34 TW 61.07 56.76 61.16 56.36 54.33 CONCRETE STAIRS 53.15 CONCRETE CONCRETE 53 53.11 53.36 53.53 53.31 53.28 53.80 53.68 54.42 54.75 56.34 54.71 54.56 54.72 54.75 54.82 54.90 54.19 54.24 3 53.72 54.16 53.82 53.97 54.24 54.37 53.88 54.80 54.78 57.60 57.61 54.44 54.39 54.19 56.35 53.00 54.00 47.25 47.29 47.32 47.20 57.69 60.97 62.60 62.36 62.04 61.53 61.61 61.77 61.80 63.93 63.36 62.27 62.55 63.05 63.20 63.20 62.62 62.98 62.68 62.03 62.10 61.36 58.96 59.46 58.81 57.70 58.64 58.75 59.61 61.93 61.47 62.17 61.43 59.52 60.77 60.04 57.72 60.50 59.15 59.03 62.18 63.85 62.80 62.55 64.06 63.93 63.09 61.36 60.94 59.10 60.19 59.16 61.17 60.86 60.27 60.32 59.07 61.69 59.04 59.51 61.49 61.07 60.84 61.00 61.34 61.28 59.74 59.66 60.53 59.62 59.63 59.80 59.76 59.83 60.98 60.82 60.83 60.84 60.89 59.83 67.57 60.52 59.40 61.32 60.85 59.56 59.73 59.58 59.70 59.74 59.72 59.41 58.18 54.76 59.90 59.36 58.23 71.39 54.87 60.37 58.23 58.20 54.98 59.49 59.49 58.15 59.49 57.18 54.75 67.68 67.61 54.83 58.18 54.84 61.37 56.55 61.82 61.85 62.71 73.75 56.35 61.89 61.84 62.69 73.74 61.93 54.73 67.64 55.81 54.88 47.35 FLOOR 46.83 FLOOR 50.46 FLOOR 57.21 TG 58.21 RR 57.11 FLOOR R TWO STOREY BRICK BUILDING "WAR MEMORIAL CHAPEL" RETAINING WALL TW TW WALL LAWN TWO - FOUR STOREY LAWN FOUR STOREY FLOOR CONCRETE PAVING LAWN TILED AND BRICK PAVING STEPS TILED AND BRICK PAVING 64.05 FLOOR 56.00 FLOOR 59.73 FLOOR 62.72 FLOOR FLOOR UG KIOSK ELECTRICITY PALM RAMP RAMP ROCK CROSSING VEHICLE TK TK TK TK TK TK TK EDGE OF CONCRETE EDGE GOAL POSTS (ABT 15H) PALM 193.815 358° 35' 00" 30" 65.570 1 TW COVERED AREA (C) (ABT 4H) PINE 53.94 54.69 54.75 54.63 54.57 TOG 54.73 54.57 54.38 54.05 TOG 53.20 TOG 53.14 TOG 53.06 TOG TOG TOG INVERT TOG 53.52 INVERT 53.63 INVERT 0.150 Ø 53.55 INVERT 0.225 Ø 53.22 INVERT 53.25 INVERT 0.225 Ø 52.28 INVERT 0.225 Ø PIT 53.60 INVERT 0.225 Ø PIT PIT 53.65 INVERT 56.114 U/S 54.078 FLR 53.886 54.076 FLR 54.714 LANDING FLR 54.077 LR 2.969 THREE STOREY 56.147 FLR 56.146 CARPET AISED PODIUM 56.732 56.136 FLR 56.129 FLR 56.155 FLR 56.145 CARPET 56.178 FLR 56.159 FLR 56.151 FLR 71.97 RIG 71.07 ROOF 61.87 61.13 61.18 61.70 61.63 61.48 63.04 61.48 63.03 61.15 61.67 62.89 63.00 62.90 63.06 63.00 63.02 62.94 62.91 62.84 62.81 63.02 65.15 5.07 62.88 63.33 63.22 64.88 3.98 127° 13' 30" 9.025 ' 30" 89.620 WALL AMP STONE TK TK TK TK CONCRETE KERB GUTTER PALMS (ABT 10H) PALMS (ABT 10H) RETAINING WALL RETAINING GARDEN PAVING TILED PAVING TILED GARDEN OPEN AT GROUND FLOOR PAVED CONCRETE PATH BRICK WALL BRICK WALL WALKWAY ABOVE STATUE GRATE STOP VALVE GRATE CONCRETE UAC UAC UAC UAC RAMP METAL LID TG TG CONCRETE RIG RIG RIG RIG RIG ROOF PAVED STEPS ASTRO TURF GARDEN BALC TG STAIRS STEPS APPROX POSITION NOT VISIBLE TO SURVEY 76.12 RIG TOWER METAL LID RETE ONCRETE GARDENS & BALCONY ABOVE SINGLE STOREY BALCONY ABOVE 71.97 RIG FIRE HYDRANT HYDRANT FLAGPOLE BENCHMARK 'C' NAIL IN CONCRETE LANDING RL 54.681 BENCHMARK 'A' NAIL IN CONCRETE RL 55.922 i ii iii iv v A B C D E F A i ii A B B C C A B B Proposed Site + Landscape Plan Scale: 1:500 1 Upgrade fire hydrant as necessary, reconnect to + maintain exg fire hydrant system Form slot in wall for overland flow path Provide upgraded supply from recently replaced main switchboard maintaining existing CB Reconnect SW to existing discharge / OSD system Reconnect SW discharge from Aspinall House No hob in replacement balustrade for overland flow path FALL FALL FALL FALL RL 59.70 RL 59.60 RL 59.45 RL 59.50 RL 59.45 x RL 59.53 RL 59.61 RL 59.75 RL 58.30 RL 58.16 RL 58.08 RL 58.255 RL 58.255 RL 58.32 Regrade courtyard falls to hydraulic engineers requirements Reinstate paving Reinstate oval + turf where construction compound dismantled Reinstate turf Reinstate garden bed

1 Scale: 1:500 · 2020. 8. 26. · 61 .80 .70 tk 61.81 tk 61 tk .82 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64 .79 59.74 ah s 67 .67 er evel 67.70 er evel 70 .53

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Page 1: 1 Scale: 1:500 · 2020. 8. 26. · 61 .80 .70 tk 61.81 tk 61 tk .82 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64 .79 59.74 ah s 67 .67 er evel 67.70 er evel 70 .53

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

S1

1:500 @ A3

PROPOSED SITE +LANDSCAPE PLAN

SSD1.02/17-200

60.3

4

60.7

9

61.1

361

.30

61.5

8

61.5

761

.65

61.7

5

61.2

861

.21

61.3

3

61.4

7

61.6

061

.83

61.6

6

61.6961.71

61.8

362

.01

62.3

8 63.2

3

63.1

262.1

2

61.8

4

4PAV

62.3

8

62.3

962

.29

62.2

9

62.3

4

62.4

8

62.6

7

63.2

3

62.9

8

62.4

362

.09

61.8

8

62.2

7

21EC

62.2

9

62.4

7

62.1

9

20EC

61.0

3

61.0

3

61.0

365.1

6

65.6

664

.17

64.1

7

61.4

7

61.1

161.0661.20

61.4

2

61.4

7

61.5

5

61.5

761

.58

61.5

6

61.4

660

.98

60.9

7 60.8

9

60.9

6

61.0

4

60.2

460.4

3

60.4

860

.23

54.7

7

54.38

61.5

461.5

0

61.5

3 61.5

2

61.0

9IN

V61

.57

TOG

61.64INV

60.7

2IN

V

61.1

9

61.2

061

.25

TOG

61.2

2

61.7

1SV

1FH

55.1

7TW

54.7

5

54.7

7

65.7

6DS

61.4

1DS

61.7

3D

S

61.5

7D

S

54.1

2D

S

61.74FLR

61.1

8FL

R65.6

7BA

LC

64.2

1

64.2

0BAL

C

68.6

4TG

65.4

6TG

68.6

1

21G

UT

63.51TG

68.6

568

.62

TG

65.4

8TG

65.4

9

68.6

7TG

72.0

4 TG

65.7

3TG

68.6

0TG

68.8

5TG

68.8

3TG

68.6

1

57.0

5TG

60.0

7TG

71.9

9

71.9

571

.08

RO

OF

72.0

072

.01

68.1

9R

IG

64.5

6

2RIG

65.9

7R

IG

72.0

1R

IG

72.0

0R

IG

71.9

7R

IG

71.0

7

RO

OF

71.9

7R

IG

71.1

0R

OO

F

72.9

5R

IG74

.04

74.0

4R

IG71

.97

71.1

7

72.0

1RIG

71.1

9

RO

OF

RIG

71.0

7RO

OF

71.18

ROOF 72.0

3RIG

72.0

1R

IG71

.17

RO

OF

73.1

5R

IG

72.0

2RIG

70.0

0R

IG

61.5

6

54.5

8

61.0

1

61.0

1

61.1

0

61.3

6

61.0

7

61.0

560

.95

62.9

9TW

62.9

8TW

61.7

1TW

61.4

5TW

61.1

0TW

60.7

5TW 60

.40

TW59

.65

TW

63.3

0TW

62.8

3TW

62.8

2TW

63.3

1TW

63.3

0TW

62.8

1TW62.82TW63.30TW

63.30TW62.83TW

62.84TW

62.8

4TW

63.3

0TW

62.5

6TW

62.5

7TW

63.0

6 TW

65.2

9TW

62.5

5TW

69.7

8TW

69.7

8TW

60.94

60.48

60.8

761.05

60.8

7

60.5

260

.41

73.1

5TC

62.39

62.7

0

61.80TK

61.8

1TK

61.8

2TK

61.7

8

55.83

54.94

56.41

56.47

56.53

56.43

59.52

56.12

72.71

64.79

59.74 VE

RA

ND

AH

STA

IRS

67.67 GUTTER LEVEL

67.70 GUTTER LEVEL

70.53 RIDGE LEVEL

RIDGE67.63 GUTTER70.66 RIDGE LEVEL

DIN

ING

HA

LL

RAMPSTEPS

ROCKFACE

BOTTOM

73.75 RIDGE LEVEL

67.67 TGOF

RETAINING

CONCRETE

70.54 RIDGE LEVEL

67.80 GUTTER LEVEL

STEPS

STEPS

STEP

S

70.54 RIDGE LEVEL

COURTYARD

STEPS

STEPS

WALL

BRICKWALL

BRICK

FENCE

BRICK

FENCE

BRICK

FENCE

GARDEN

BRICK

RETAINING

WALL

61.85

61.82

61.8

1

60.93

60.2

8

VE

RA

ND

AH

67.4

1 G

UTT

ER

LE

VE

L

STEP

S

LANDING

CONCRETE

STA

IRS

SINGLE STOREY

STO

NE

RET

AIN

ING

WAL

L

STEPS

WALL

STONE RETAINING

STONE

WALL

AND

GARDEN

STAI

RS

STEP

S

STAI

RS

CENTENARYCAIRN

STEPS

STEPS

STONE

WALL

PATH STAIRS

STEPS

STAIRS

GARDEN

47.31

57.30

53.83

53.8

7

53.88

53.87

53.87

53.8

6

61.99

59.58

66.89

57.4

0

57.4157.45

56.32

57.26

57.30

58.88

58.90

57.32

57.30

55.34

55.34

57.19

57.23

56.69

56.74

56.7256.70

56.98

56.66

56.68 56.69

55.41

53.92

54.05

54.05

54.05

54.09

54.08

54.03 54.03

62.0

0

61.96

UG

UG

UG

UG

TWO-STOREYLIFT

CONCRETE PATH

TW

TW

TILE

GARDEN

BW

TILE

BW

BW

STO

NE

RETAI

NING

WALL

THREE & FOUR STOREY

BRICK BUILDING

AMPH

ITH

EATR

E

LIBRARY BUILDING

VERANDAH (AT GROUND LEVEL)

& GYMNASIUM

BASKETBALL COURT

CONCRETE

PATH

VICTORIA

CONCRETE

AREAAREACOLONNADE

COLONNADE

PAVE

D

DRIVEWAY

FOOTPATH

FOOTPATH

CONCRETE

SCHOOL"

"MIDDLE

FIELDS

PLAYING

COVERED

ABO

VE

WAL

KWAY

BRIC

K

PAVI

NG

STAIRS

STAIRS

BRICK

PAVIN

G

(ABT 18H)

PINE

(ABT 8H)

FIG

(ABT 15H)

PALM

(ABT 5H)

TREE

(ABT 16H)FIGTREES (ABT 15H)

(ABT 9H)

BRUSH BOX

(ABT 12H)

FIG

(ABT 4H)

TREE

(ABT 5H)

PALM

(ABT 8H)

PALMSTWO STOREY

D.P. 2 3 1 7 1 3

GARDE

N

CONCRETE

47.2547.23

STEPS

58.79

57.2

7

57.28

PAVING

PATH

57.42BW

PAVING

TILE

PAVING

56.33TW57.56TW

RETAINING

WALL

BRICK

54.2656.34TW

61.07

56.76

61.16

50.25

56.36

54.33

CONCRETE

STAIRS

53.15

FOOTPATH

CONCRETE

CONCRETE

53.1

2

53.1

1

53.0

7

53.3

6

53.5

3

53.3

1

53.2

8

53.8

0

53.6

854.4

2

54.7

5

56.3

4

54.7

1

54.5

6

54.7

2

54.7

5

54.8

2

54.9

0

54.1

9

54.2

4

53.2

2

53.2

3

53.7

2

54.1

6

53.8

2

53.9

7

54.2

4

54.3

7

53.8

8

54.8

0

54.7

8

57.6

0

57.6

1

54.4

4

54.3

9

54.1

9

56.3

5

53.00

54.00

47.2

547.29

47.3

2

47.2

0

58.65

57.6

9

60.97

58.6

8

59.6

3

60.5

0

62.6

062

.36

62.0

4

61.5

3

61.6

1

61.7

7

61.8

0

63.93

63.3

6

62.27

62.55

63.0

5

63.2

0

63.2

0

62.62

62.9

8

62.6

8

62.0

3

62.10

61.36

58.9

6

59.4

6

58.81 57.70

58.6458.75

59.61

61.93

61.4

7

62.17

61.43

59.5260.77

60.0

4

57.7

2

60.5

0

59.15

59.0

3

62.1

8

63.8

562

.80

62.5

5

64.0

6

63.9

363.0

9

61.3

6

60.9

4

59.1

0

60.1

9

59.1

6

61.1

7

60.8

6

60.2

7

60.3

2

59.0

7

61.6

9

59.0

459

.51

61.4

9

61.0

7

60.8

4

61.0

0

61.3

461

.28

59.7

4

59.6

6

60.5

3

59.6

2

59.6

3

59.80

59.7

6

59.8

3

60.98

60.8

2

60.8

3

60.8

4

60.8

9

59.83

67.5

7

60.5

2

59.4

0

61.3

2

60.8

5

59.5

6

59.7

3

59.5

8

59.7

0

59.7

4

59.7

2

59.4

1

58.1

8

54.7

6

59.9

059.3

6

58.2371.39

54.8

7

60.3

7

58.2

358

.20

54.9

8

59.4

9

59.4

9

58.1

5

59.4

9

57.1

8

54.7

5

67.6

8

67.6

1

54.8

3

58.1

8

54.8

4

61.3

7

56.5

561

.82

61.8

5

62.7

1

73.7

556

.35

61.8

961.8

462

.69

73.7

4

61.9

3

54.73

67.6

455

.81

54.8

8

ASTRO

TURF

MATTING

50.44 FLOOR

47.35 FLOOR

46.83 FLOOR50.4

6 FL

OO

R

57.21 TG

58.21 RR

CONCRETE

STAIRS

57.11 FLOOR

57.87 FLOOR

TWO

STO

REY

BRIC

K B

UIL

DIN

G

"WAR

MEM

OR

IAL

CH

APEL

"

RET

AIN

ING

WAL

L

TW

TW

WALL

LAWN

TWO - FOUR STOREY

LAWN

FOUR STOREY

UPPER WALL

AWNING

FLO

OR

CONCRETEPAVING

LAWN

TILED ANDBRICK PAVING

STEPS

TILED ANDBRICK PAVING

64.05 FLOOR

56.00 FLOOR

59.73 FLOOR

62.72 FLOOR

FLO

OR

TWO STOREY

64.04 FLOOR

56.38

UG

KIOSK

ELECTRICITY

PALM

RAMP

RAM

P

ROCK

CROSSING

VEHICLE

TK

TK

TK

TK

TK

TK

TK

EDGEOFCONCRETE

EDGE

PAVING

GOALPOSTS

(ABT 15H)

PALM

193.815

358° 35' 00"

341° 39' 3

0" 65.570

1

TW

COVEREDAREA

(C)

(ABT 4H)PINE

54.6

354

.50

53.9454.69 54.7

5

54.6

3

54.5

7 TO

G

54.7

354

.57

54.3

8

54.0

5 TO

G

53.20 TOG

53.1

4 TO

G

53.06 TOG

52.73 TOG

TOGTOG

INVERT

INV

TOG

53.5

2

INVE

RT

53.63 INVERT0.150 Ø53.55 INVERT0.225 Ø

53.2

2 IN

VERT

53.25 INVERT0.225 Ø

52.2

8 IN

VERT

0.22

5 Ø

PIT

53.6

0 IN

VERT

0.22

5 Ø

PIT

PIT

53.6

5 IN

VERT

56.

114

U/S

54.

078

FLR

53.

886

54.

076

FLR

54.

714

LAN

DIN

G F

LR 5

4.07

7

52.

953

FLR

FLR

52.

969

FLR

53.

076

THREE STOREY

56.

147

FLR

56.

146

CAR

PET

56.

138

FLR

RAI

SED

PO

DIU

M 5

6.73

2

56.

136

FLR

56.

129

FLR

56.

155

FLR

56.

145

CAR

PET

56.

003

NEW

CO

NC

RET

E

56.

178

FLR

56.

159

FLR

56.

151

FLR

71.9

7R

IG71

.07

RO

OF

61.87

61.13

61.18

61.7061.63

61.48

63.04

61.48

63.03

61.15

61.67

62.89

62.84

62.89

63.00

62.90

63.06

63.00

63.02

62.94

62.91

62.84

62.81

63.02

63.0465.15

65.07

62.88

63.33

63.22

64.88

64.88

63.92

63.9865.25

127°

13'

30"

9.0

25

161° 39' 3

0" 89.620

WIRE

CONCRETE

GARDEN

WALL

RAM

P

STONE

TK

TK

TK

TK

CONCRETE

KERB

GU

TTER

PALMS

(ABT 10H)

PALMS

(ABT 10H)

PALMS

(ABT 10H)

RETAINING

WALL

RETAINING

GARDEN

GARDEN

PAVING

TILED

PAVING

TILED

GAR

DEN

OPEN AT GROUND

FLOOR

TW

TW

TW

PAVED CO

NC

RET

E

PATH

BRICK WALL

BRICK WALL

WALKWAY

ABOVE

STATUE

GRATE

STOPVALVE

GRATE

CONCRETE

UAC

UAC

UAC

UAC

RAMP

METALLID

TG

TGCONCRETE

RIG

RIG R

IG

RIG

RIG

RO

OF

PAVED

STE

PS

ASTRO TURF GARDEN

BALC

TG

STA

IRS

STE

PS

APPROX POSITIONNOT VISIBLE TO SURVEY

76.12RIG

TOW

ER

METALLID

CONCRETECONCRETE

TW

GARDENS

&

BALCONY ABOVE

SINGLE STOREYBALCONY ABOVE

71.9

7R

IG

FIREHYDRANTHYDRANT

FLAGPOLE

BENC

HMAR

K 'C

'

NAIL

IN C

ONC

RETE

LAN

DING

RL 5

4.68

1

BENC

HMAR

K

NAIL

IN W

ALL

RL 5

3.51

2

BUIL

DERS

BEN

CHM

ARK

NAIL

IN W

ALL

RL 5

7.58

BENC

HMAR

K 'A

'

NAIL

IN C

ONC

RETE

RL 5

5.92

2

i ii iii iv v

A

B

C

D

E

F

A

i ii

A

BB

CC

A

B

B

Proposed Site + Landscape PlanScale: 1:5001

Upgrade fire hydrant as necessary, reconnect to + maintain exg fire hydrant systemForm slot in wall for overland flow pathProvide upgraded supply from recently replaced main

switchboard maintaining existing CB

Reconnect SW to existing discharge / OSD system

Reconnect SW discharge from Aspinall House

No hob in replacement balustrade foroverland flow path

FALL

FALL

FALL

FALL

RL 59.70

RL 59.60

RL 59.45

RL 59.50

RL 59.45

x

RL 59.53

RL 59.61

RL 59.75

RL 58.30

RL 58.16

RL 58.08

RL 58.255

RL 58.255

RL 58.32

Regrade courtyard falls to hydraulicengineers requirements

Reinstate paving

Reinstate oval + turf where construction compound dismantled

Reinstate turf

Reinstate garden bed

Page 2: 1 Scale: 1:500 · 2020. 8. 26. · 61 .80 .70 tk 61.81 tk 61 tk .82 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64 .79 59.74 ah s 67 .67 er evel 67.70 er evel 70 .53

1

2

3

4

5

11

12

13

14

15

16

17

10

18

6 7 8 9

i ii iii iv v

A

B

C

D

E

F

A

i ii

A

BB

CC

A

B

B

RL 54.99

OVAL

COLONADE

BLACK WATCH CAFE

SPRINKLER PUMP

Line drain Retractable screen

1900 x 2300 clr WC circulation space

Refurbish studentammenities

Proposed Ground Floor Plan RL 54.99Scale: 1:2001

M

UAWC

AM

AF

EXIT

EXIT

EXIT

EXIT

EXIT

HYDRANT

EDB

900 x 900 clr circulation space

Hydrant riser fed by existing hydrant valve along Victoria Rd.

Connect new sewer line

Exg sewer line

LIBRARY PLANT + EQUIPMENT SPACE

CHANGE ROOM

SHOWERS

Connext to middleschool sewer system -

refer hydraulicschematic

Relocate SW pits

Relocate SW pits

Exg SW from Aspinal House

Exg hydrant line re-routed into shoring cavity

Doors on sensor or hold open

Doors on sensor or hold open

Redirect existingsubmains to approxlocation and extend

submains cables to SWroom via junction box

Reuse + reconfigureexg cold water, gas +

fire hose reel supply

Replacement services riser to contain: sanitary plumbing stack, cold water / fire hose reel + fire hydrant

RL: 54.75

RISER RISER

AC

ID

H

Existing piling

New piling

Refurbish exg stair +upgrade to comply

with AS1428.1-2009

Refurbish exg changerooms

MEC

H P

LAN

T

Access to shoringcavity

Elec services run inshoring via cable tray

2hr fire compartment wall

AP

EXIT

2FD

2FD

STORE

2FD

EXIT

Handrail + balustrade to AS1428.1 + BCA D2.6

900

SHO

RIN

GC

AV

ITY

2FD

2FD

EDB lined + smoke sealedto BCA D2.7

New continuous piling

Exit to outside via shoring cavity

120/120/120 FRL load bearing walls

1.0

All columns 120/-/- FRL typical

MECH'LPLANT

SENIOR DINING ROOM

STUDENT INFORMATION POINT

2FD2FD

2FD

Exg concrete path

Exg concrete path

10000 8000

10000

3000

90022

000

1700

16700

34990

1600

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JULY 2018

S2

1:200 @ A3

PROPOSED GROUNDFLOOR PLAN

SSD1.02/17-201

LEGEND

Exg floor area

Exg structure

Additional floor area

New masonry - 120/120/120 FRL construction of load bearing walls

Render / Sandstone capping

New concrete

Fire hyrdrant

1hr fire door set

2hr fire door set

HYD

1FD

2FD

Entry matt

Wet area

Page 3: 1 Scale: 1:500 · 2020. 8. 26. · 61 .80 .70 tk 61.81 tk 61 tk .82 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64 .79 59.74 ah s 67 .67 er evel 67.70 er evel 70 .53

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JULY 2018

S2

1:200 @ A3

PROPOSED FIRST FLOOR PLAN

SSD1.02/17-202

20

21

22

11

12

13

14

15

16

17

10

18

82524 9

23

19

i ii iii iv v

A

B

C

D

E

F

A

i ii

A

BB

CC

A

B

B

MAIN SWITCHROOM

SPORTS CENTRE

ENTRY

RL: 58.35

RECEPTION +SERVICE POINT

TERRACE

PARAPET RL: 59.83

Proposed First Floor Plan RL 58.38Scale: 1:2001

RL: 58.38

PLATFORM LIFT

UAWCAM

AF

RL: 57.18

EXIT

EXIT

HYDRANT

AC

ID

FRL 120/120/120

Replace exg services duct - to contain: Fire hydrant riser, FHR, cold water + sanitary stack plumbing

RL: 58.00

RL: 59.07RISERRISER

FIP

To conform with BCA E3.6

Elec feed from shoring cavity below -lined + smoke sealed to BCA D2.7

18R @ 18017T @ 300

17R @ 17816T @ 300

RL: 58.38

Cable tray from GF into switch room

Line drain

M

H

AP

2hr fire compartment wall

Ceilings to provide fire separation to Dining Hall over

Ceilings to provide fire seperation toDining Hall over

EXIT

2FD2FD

2FD

2FD

2FD

900

SHO

RIN

GC

AV

ITY

New continuous piles

2FD

EXIT

Adjust exg steps

Adjust exg retaining wall

Balustrade to comply with D2.16

Contrasting nosing + steps

Stair + handrail toAS1428.1 + D2.16

Stair + handrail to AS1428.1 + D2.16

Lift to comply with AS 1735 Part 12

Adjust exg steps

-/110/30 ext grade fire door set

RL 59.45

RL 59.45RL 59.53

RL 59.61

RL 59.75

RL 58.30

RL 58.16

RL 58.08

RL 58.255

RL 58.255

RL 58.32

Cut out slab for new stair flight

RESEARCH

STUDENT CONSULTING +COUNSELLING SUITE

CAREERS

INFORMALMEETING POINT

Supercapacitor

10000

4500

8000

10000

3000

900

4500

2200

0

17001600

16700

34990

LEGEND

Exg floor area

Exg structure

Additional floor area

New masonry - 120/120/120 FRL construction of load bearing walls

Render / Sandstone capping

New concrete

Fire hyrdrant

1hr fire door set

2hr fire door set

HYD

1FD

2FD

Entry matt

Wet area

Page 4: 1 Scale: 1:500 · 2020. 8. 26. · 61 .80 .70 tk 61.81 tk 61 tk .82 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64 .79 59.74 ah s 67 .67 er evel 67.70 er evel 70 .53

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JULY 2018

S2

1:200 @ A3

PROPOSED SECOND FLOOR PLAN

SSD1.02/17-203

37

38

39

40

41

42

43

29

30

31

32

33

34

35

28

36

264645 27

44

12345678910

191817161514131211 20 21

1

1

12

13

14

15

7

8

9

10

11

2

3456

i ii iii iv v

A

B

C

D

E

F

A

i ii

A

BB

CC

A

B

B

GRAND HALL

EXISTINGDINING ROOM

10000

CL

4500

8000

10000

3000

900

4500

Proposed Second Floor Plan RL 61.57Scale: 1:2001

FS1

FS2

EXIT

AM

AF

UAWCEXITEXIT

EXISTINGKITCHEN

CLICK AND COLLECT

EDB

2200

0

17001600

16700

AC

ID

Replace exg services duct - to contain: Fire hydrant riser, FHR, cold water + sanitary stack plumbing

M

H

AP

RL: 61.57

RISER RISER

Re-route exg hydrant line toshoring cavity below

34990

ASPINALHOUSE

RL: 61.00RL: 61.45

RL: 61.00

RL: 59.07

RL: 58.00

Door on electromagnetichold open

Lined + smoke sealed asper BCA D2.7

HYD1FD

2FD

New rated door with withvision panel

Fire stair dischargeconnect to exg verandah

EXG

VER

AN

DA

H

COURTYARD

Adjust existing steps

Adjust existing steps + path

Leaf to provide 900 clear

1FD

UP

1.0

Min

5.0

m

Min 4.0m

Infill

THEATRETTE PRESENTATION SPACE

INFORMAL MEETING POINT

LEGEND

Exg floor area

Exg structure

Additional floor area

New masonry - 120/120/120 FRL construction of load bearing wallsRender / Sandstone capping

Fire hyrdrant

1hr fire door set

2hr fire door set

HYD

1FD

2FD

Entry matt

Wet area

Page 5: 1 Scale: 1:500 · 2020. 8. 26. · 61 .80 .70 tk 61.81 tk 61 tk .82 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64 .79 59.74 ah s 67 .67 er evel 67.70 er evel 70 .53

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JULY 2018

S2

1:200 @ A3

PROPOSED THIRD FLOORPLAN

SSD1.02/17-204

31

32

33

34

35

36

37

38

2223242526

41

42

29 3043 44

39

40

78910

191817161514131211 20 21

16

1718

19

10

11

12

13

14

15

20

21

22

23

25

24

78

9

56

i ii iii iv v

A

B

C

D

E

F

A

i ii

A

BB

CC

A

B

B

LIBRARY

Proposed Third Floor Plan RL 65.275Scale: 1:2001

EXIT

WWD WWDWWD

FS1

FS2

EXIT

M

F

UAWC

AC

ID

M

H

AP

VOID

VOID

VOID

RISER

RISER

RISER

ASPINALHOUSE

HYD

1FD

1.01FD

Balustrade D2.16

All columns 120/-/- FRL typical at all levels

Lined + smoke sealed asper BCA D2.7

WWD

Make good roof oververandah below

SENIOR STUDY SPACE

LIBRARIAN

READING ROOM READING ROOM LEARNING COMMONS

10000

4500

8000

10000

3000

900

4500

2200

0

17001600

16700

34990

LEGEND

Exg floor area

Exg structure

Additional floor area

New masonry - 120/120/120 FRL construction of load bearing walls

Render / Sandstone capping

Fire hyrdrant

1hr fire door set

2hr fire door set

HYD

1FD

2FD

Copper roofing

Wet area

Page 6: 1 Scale: 1:500 · 2020. 8. 26. · 61 .80 .70 tk 61.81 tk 61 tk .82 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64 .79 59.74 ah s 67 .67 er evel 67.70 er evel 70 .53

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JULY 2018

S2

1:200 @ A3

PROPOSED FOURTH FLOOR PLAN

SSD1.02/17-205

32

50

49

48

47

51

52

53

54

55

35

36

37

38

39

40 33 34 35 36 37

40 39 38

29

30

31

32

3334

56

57

58

59

60

61

454665 66

62

63

64

41

i ii iii iv v

A

B

C

D

E

F

A

i ii

A

BB

CC

A

B

B

FUTURESPHEREACTIVITY BASED LEARNING

Proposed Fourth Floor Plan RL 67.95Scale: 1:2001

EXIT

WWD WWDWWD

FS1

FS2

EXIT

UAWC

RISER RISER

VOID

VOID

VOID

RISER

WWD WWD

RISERSTUDENT

STUDENTWC

AC

ID

M

H

AP

Lined + smoke sealed as per BCA D2.7

Drop down concertina smoke curtain -part of alternate fire engineering

solution

HYDFD1

Interconnecting open stair subject tofire engineering assessment - all levels

HYD

FD1

1.0

Handrail / balustrade configured toensure minimum tread 250mm - All

levels

Spiral stair part of alternate fireengineering solutions - all levels

Balustrade to BCA D2.16

120/120/120 FRL services shaft

Fire stair subject to fire engineering assessment - all levels

Balustrade to BCA D2.16

Bay window atrium - subject to fireengineering assessment, all levels

10000

4500

8000

10000

3000

4500

2200

0

17001600

16700

34990

LEGEND

Exg floor area

Exg structure

Additional floor area

New masonry - 120/120/120 FRL construction of load bearing walls

Render / Sandstone capping

Fire hyrdrant

1hr fire door set

2hr fire door set

HYD

1FD

2FD

Wet area

Page 7: 1 Scale: 1:500 · 2020. 8. 26. · 61 .80 .70 tk 61.81 tk 61 tk .82 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64 .79 59.74 ah s 67 .67 er evel 67.70 er evel 70 .53

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JULY 2018

S2

1:200 @ A3

PROPOSED FIFTH FLOOR PLAN

SSD1.02/17-206

36

37

38

39

4041

42

43

44

45

46

47

4849

5017

55

54

53

52

51

50

49484746

i ii iii iv v

A

B

C

D

E

F

A

i ii

A

BB

CC

A

B

B

Proposed Fifth Floor Plan RL 71.05Scale: 1:2001

FOUNDERS ROOM

TERRACE70.90

71.05

BALUSTRADE RL 72.15

69

68

70

71

72

73

74

FIRE

PLA

CE

71.35

EXIT

EXIT

72.15

PARAPET 71.35

71.35

WWD WWD

O/A

ROOFACCESS

UAWC

FS1

FS2

LOW HEAD CLEARANCE

RIDGE OVER

LOW

HEA

D C

LEA

RAN

CE

RID

GE

OV

ER

VOID

VOID

DP

DP

DP

DP DP DP

DP DP

DP

70.90

DP

Drop down concertina smoke curtain - part ofalternate fire engineered solution

Riser extends exg duct containing FH, FHR / CW + sanitary stack

EDB

EVENTSUPPORT

1FD

HYD

DP

DP

DP DP

HYD

1FD

2FD

WWD

DPDP

MEETING + CONFERENCESPACE

M

F

BMS

10000

4500

8000

10000

3000

2200

0

34990

4600

2600

4580

LEGEND

New flooring

Wet area

Timber frame

New masonry - 120/120/120 FRL construction of load bearing wallsRender / Sandstone capping

Roof leadwork

Fire hyrdrant

1hr fire door set

2hr fire door set

HYD

1FD

2FD

Welsh slate roof

Page 8: 1 Scale: 1:500 · 2020. 8. 26. · 61 .80 .70 tk 61.81 tk 61 tk .82 61.78 55.83 54.94 56.41 56.47 56.53 56.43 59.52 56.12 72.71 64 .79 59.74 ah s 67 .67 er evel 67.70 er evel 70 .53

GENERAL NOTES

DRAWING NUMBER

DATE

REVISION

ISSUE

SCALE

DRAWN BY

STEVEN ADAMSTHE SCOTS COLLEGE

SEARS

Consult with ALL relevant authorities prior to commencing worksDO NOT scale. All dimensions are nominal + should be confirmed on site prior to commencementObtain setting out information from architect PRIOR to commencmentBring discrepencies to the immediate attention of the ArchitectIf unsure of any aspect of the works seek instruction from the Architect before proceedingAll drawings must be read in conjunction with the council consent, specification, schedules, site notes + instructions issued by the ArchitectThis material / work is protected by Copyright

ADDRESS

29-53 Victoria RdBellevue Hill, NSW

DRAWING TITLE

PROJECT

CLIENT

-

-

-

-

-

-

-

MAJOR ALTERATIONS + ADDITIONS TOTHE STEVENSON LIBRARY [SSD 8922]

JC, CF, JW, ZW

CONSULTANTSTPQSQuantity Surveyors

BBCPlanning Consultant

ACVMechanical Engineer

Code PerformanceAccessibility Consultant

PBEStructural Engineer

BCGBCA Consultant

JCLHydraulic Engineer

Riley MacFire Consultant

MCDFire Engineer

UMEAElectrical Engineer

BCGBCA Consultant

Beveridge WilliamsSurveyors

JUNE 2018

S1

1:200 @ A3

PROPOSED ROOF PLAN

SSD1.02/17-207

i ii iii iv v

A

B

C

D

E

F

A

i ii

A

BB

CC

A

B

B

Proposed Roof Plan RL 75.25Scale: 1:2001

TERRACE

RR 75.25

73.30

70.90

RL 75.25

80.818

PARAPET 71.35

77.65

RR 75.25MECHANICAL

PLANT

72.15

Roof access hatch - fire rated

Roof deck fire rated

Copper finial (lightening protection)

Roof over fire two way stair fire rated

Copper finial (lightening protection)

Roof above fire stair two way fire rated

DP DP

DP

DP

DP

DP DP

RL 77.75

HYD

EDB

HW PMP

CHILLER

10000

4500

8000

10000

3000

2200

0

34990

LONE PIPERKEEP

LEGEND

Sandstone capping

Fire hyrdrantHYD

Lead flashing

Photo voltaic [slate] roof tile

Standing seam copper

Paving