Sheet List Structural Scheme Drawings Propping of ... · Reinforced concrete - circa 1954...

Sheet List

Sheet

No.

Title

8/5/19

S1Foundation Plan - Existing

A

S2 Ground Floor Plan Existing

A

S3 First Floor Framing Plan - Existing

A

S4Proposed Foundation Plan

A

S5Proposed Collector Plan

A

S6Proposed Sections

A

Distributed to

Draft Schem

e

Masterton District Council

X

Xigo

X

Structural Scheme Drawings

For

Propping of Municipal Building Façade

(Option B)

For


At

Civic Centre, 64 Chapel Street,

Masterton

Printed: 8/05/2019 4:46:17 p.m.

Note:

-All dimensions shall be verified on site

prior to any shop drawings or the

commencement of any work.

-The copyright of this drawing remains

the property of LGE Consulting Ltd.

-This drawing shall be read in

conjunction with the architectural

drawings

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Iss:Job №:

Cover Page

A1681

442

A B C D E F G H I

11

2

3

4

5

6

7

Footing

under brick

masonry

walls

800sq footing

under post

Slab on

grade

Slab

650sq pad

under columns

650sq pad

under

columns

Local piles

for timber

flooring

not shown

Original

concrete

footing under

brick masonry

walls

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

KEY:

Building Perimeter

Existing foundations

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Foundation Plan - Existing

Propping of Municipal Building Façade (Option B)

Civic Centre, 64 Chapel Street, Masterton

1681 A

S1

A Draft Scheme

8/5/19JP


1:200

443

A B C D E F G H I

11

2

3

4

5

6

7

22

25

109

1

2

3

4

5

6

7

8

11 12 13 14 15 16 17 18 19

47

20 21

49

24

23

27

28

29

3233

34

35

36 37 38 39 40 41

42

43

44

4546

48

50

51

52

53 54

55

5657 58

59

60

61

6263

26

26C

26D

32A

S11

(over)

S10S9

16A

S8

S17

S18

S18A

15A

S18B

S18C

3031

S7S6

S5

S3

S4

S2

S1

S14S13S12

Lift

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

KEY:

Building perimeter

Unreinforced masonry - circa 1915

Reinforced concrete - circa 1954

Reinforced concrete column 9

Structural column S6

Reinforced concrete (CD bld.) - 1984

9

S6

Ground Floor Plan Existing

1:200

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Ground Floor Plan Existing



1681 A

S2

A Draft Scheme

8/5/19JP

444

A B C D E F G H I

11

2

3

4

5

6

7

22

25

109

1

2

3

4

5

6

7

8

11 12 13 14 15 16 17 18 19

47

20 21

49

24

23

27

28

29

3233

34

35

36 37 38 39 40 41

42

43

44

4546

48

50

51

52

53 54

55

5657 58

59

60

61

6263

26

26C

26D

32A

B8 - 18"x6" RSJ

(Original)

B6 - 18"x7" RSJ

(Original)

S11

(over)

S10S9

16A

S8

S17

S18

S18A

15A

S18B

S18C

3031

B4 - 18"x7" RSJ

(Original)

S7S6

S5

S3

S4

S2

S1

S14S13S12

B3 - 18"x7" RSJ

(Original)

250UB (1984)

410UB (1984)

15"x6" 35lb RSJ

(O

riginal)

15"x6" 35lb RSJ

(O

riginal)

Lift

Slab

Slab

Slab

Slab

Slab

B8 - 18"x6" RSJ

(Original)

150

RC

wall

150

RC

wall

B6 - 18"x7" RSJ

(Original)

B4 - 18"x7" RSJ

(Original)

B3 - 18"x7" RSJ

(Original)

250UB (1984)

410UB (1984)

15"x6" 35lb RSJ

(O

riginal)

15"x6" 35lb RSJ

(O

riginal)

2x 12"x4" DD

31.33lb

10"x4"

beams at

~1500 ctrs

2x 12"x4"

31.33lb

B5 -

12"x6" RSJ

(Original)

B1 -

12"x4"

31.33 lb

B2 - 12"x4"

31.33 lb

RSJ

(Existing)

150x50

Joists

New floor

1984

B3 - 12"x4"

31.11lb

B7 - 18"x6" RSJ

(Original)

B4 - 12"x4"

31.11lb

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

KEY:

Building perimeter





Suspended floor slab


9

S6

First Floor Framing Plan - Existing

1:200

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by




1681 A

S3

A Draft Scheme

8/5/19JP

445

22

25

109

1

2

3

4

5

6

7

8

11 12 13 14 15 16 17 18 19

47

20 21

49

24

23

27

28

29

3233

34

35

36 37 38 39 40 41

42

43

44

4546

48

50

51

52

53 54

55

5657 58

59

60

61

6263

26

26C

26D

32A

16A

15A

3031

Lift

A B C D E F G H

I

1

2

3

4

5

6

7

1

2

3

4

5

6

7

A B C D E F G H

1/S6

S11

(over)

S10

S9

S8

S17

S18

S18A

S18B

S18C

S6

S5

S3

S4

S2

S14

S13

S1

S12

2/S6

S7

Proposed Foundation Plan

(Showing existing ground floor structure for construction purposes)

1:200

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by




1681 A

S4

A Draft Scheme

8/5/19JP

KEY:

Proposed

1200m deep x 1200m wide x 9m long

foundation

600mm dia. x 2m deep augured pile

460UB67 propped cantilever with

250UB72 strut

Existing




Structural steel column S6

9

S6

446

22109

1

2

3

4

5

6

7

8

11 12 13 14 15 16 17 18 19 20 21

53

16A

15A

A B C D E F G H

I

1

2

3

4

5

6

7

1

2

3

4

5

6

7

A B C D E F G H

1/S6

410U

B60

410U

B60

410U

B60

410U

B60

410UB60

410UB60

410UB60 410UB60 410UB60 410UB60

S11

(over)

S10

S9

S8

S6

S5

S3

S4

S2

S14

S13

S1

410UB60

S12

2/S6

S7

Demolished

Proposed Collector Plan

1:200

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Proposed Collector Plan



1681 A

S5

A Draft Scheme

8/5/19JP

KEY:

Proposed:

460UB67 propped cantilever

410UB60 collector

Existing:




Structural steel column S6

9

S6

447

Ground Floor

Level

First Floor

Level

1200mm wide x

1200mm deep

reinforced concrete

ground beam, 9000mm

long. HD20 at 200 ctrs,

R10 at 200 ctrs

First Floor Level

Connect each frame

to existing

reinforced concrete

facade beam

Existing TFC

"sandwich" member,

Connect to each new

frame

Existing TFC

"sandwich" member,

Connect to each new

frame

9000

7000

250UC72

7000

Existing URM

Existing reinforced

concrete façade

10.0m

8.7m

410UB60

collector

410UB60

collector

460UB67

410UB60

collector

410UB60

collector

5.0m

Allow Heliflex tie brick to

concrete, 600 x 600 grid

typical

7

A



typical



typical

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Proposed Sections



1681 A

S6

A Draft Scheme

8/5/19JP

Section 1/S4

1:50

Section 2/S4

1:50

448

Sheet List

Sheet

No.

Title

8/5/19

15/5/19

S1Foundation Plan - Existing

A

S2 Ground Floor Plan - Existing

A

S3 First Floor Framing Plan - Existing

A

S4First Floor Plan - Existing

A

S5Roof Plan Existing

A

S6Elevation Grid H - Existing

A

S10

Ground Floor Demolition Plan A

S11

First Floor Demolition Plan A

S20

Foundation Plan A B

S21

Ground Floor Plan A B

S22First Floor Framing Plan

A B

S23

First Floor Plan A B

S24Roof & Ceiling Plan

A B

S25 Typical Frame Elevation

A B

S26

Plant Room Frame Elevation A B

S27 Typical CBF Elevation

A B

Distributed to

Draft Schem

e

Schem

e for Pricing


X X

Xigo

X X

Structural Scheme Drawings

For

Seismic Strenthening of Municipal & Civil

Defence Buildings to 100% NBS (IL2)

(Option C)

For


At


Printed: 15/05/2019 1:39:14 p.m.

Note:








drawings

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Iss:Job №:

Cover Page

B1681

449

KEY:

Building Perimeter

Existing foundations

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by


Seismic Strenthening of Municipal & Civil Defence Buildings

to 100% NBS (IL2) (Option C)


1681 A

S1

A Draft Scheme

8/5/19JP


1:200

450

A B C D E F G H I

11

2

3

4

5

6

7

22

25

109

1

2

3

4

5

6

7

8

11 12 13 14 15 16 17 18 19

47

20 21

49

24

23

27

28

29

3233

34

35

36 37 38 39 40 41

42

43

44

4546

48

50

51

52

53 54

55

5657 58

59

60

61

6263

26

26C

26D

32A

S11

(over)

S10S9

16A

S8

S17

S18

S18A

15A

S18B

S18C

3031

S7S6

S5

S3

S4

S2

S1

S14S13S12

Lift

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

KEY:

Building perimeter






9

S6

Ground Floor Plan - Existing

1:200

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Ground Floor Plan - Existing




1681 A

S2

A Draft Scheme

8/5/19JP

451

A B C D E F G H I

11

2

3

4

5

6

7

22

25

109

1

2

3

4

5

6

7

8

11 12 13 14 15 16 17 18 19

47

20 21

49

24

23

27

28

29

3233

34

35

36 37 38 39 40 41

42

43

44

4546

48

50

51

52

53 54

55

5657 58

59

60

61

6263

26

26C

26D

32A

B8 - 18"x6" RSJ

(Original)

B6 - 18"x7" RSJ

(Original)

S11

(over)

S10S9

16A

S8

S17

S18

S18A

15A

S18B

S18C

3031

B4 - 18"x7" RSJ

(Original)

S7S6

S5

S3

S4

S2

S1

S14S13S12

B3 - 18"x7" RSJ

(Original)

250UB (1984)

410UB (1984)

15"x6" 35lb RSJ

(O

riginal)

15"x6" 35lb RSJ

(O

riginal)

Lift

Slab

Slab

Slab

Slab

Slab

B8 - 18"x6" RSJ

(Original)

150

RC

wall

150

RC

wall

B6 - 18"x7" RSJ

(Original)

B4 - 18"x7" RSJ

(Original)

B3 - 18"x7" RSJ

(Original)

250UB (1984)

410UB (1984)

15"x6" 35lb RSJ

(O

riginal)

15"x6" 35lb RSJ

(O

riginal)

2x 12"x4" DD

31.33lb

10"x4"

beams at

~1500 ctrs

2x 12"x4"

31.33lb

B5 -

12"x6" RSJ

(Original)

B1 -

12"x4"

31.33 lb

B2 - 12"x4"

31.33 lb

RSJ

(Existing)

150x50

Joists

New floor

1984

B3 - 12"x4"

31.11lb

B7 - 18"x6" RSJ

(Original)

B4 - 12"x4"

31.11lb

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

KEY:

Building perimeter





Suspended floor slab


9

S6


1:200

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by





1681 A

S3

A Draft Scheme

8/5/19JP

452

A B C D E F G H I

1

2

3

4

5

6

7

Slab

Slab

Slab

Slab

Slab

Lift

KEY:



Suspended Floor Slab


22

25

109

1

2

3

4

5

6

7

8

11 12 13 14 15 16 17 18 19

47

20 21

49

24

23

27

28

29

3233

34

35

36 37 38 39 40 41 43

44

4546

48

50

51

52

53 54

31

5657 58

60

6263

26

26C

32A

16A15A

30

Projector

room over

Elevated

seating

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

First Floor Plan - Existing

1:200

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

First Floor Plan - Existing




1681 A

S4

A Draft Scheme

8/5/19JP

453

A B C D E F G H I

1

2

3

4

5

6

7

7A

4

5B

6B

4A

6A

5A

5

6

7

K M N P QOJ

Hall

Civil

Defence

Building

Municipal

Building

Civil

Defence

Building

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Roof Plan Existing




1681 A

S5

Roof Plan Existing

1:200

A Draft Scheme

8/5/19JP

454

5 6 7

Ground Floor Level

First Floor Level

Elevation Grid I

1:100

X/-

Y/-

Section Y/-

1:100

Section X/-

1:100

Brick wall

demolished

1950s

concrete

parapet

Original

18" RSJ

Original

URM

(brick)

Opening

made into

brick

1950s

concrete

banding

1984 concrete

gavity support

structure

Original

URM

(brick)

Original

external

wall line

1984 opening made in

brick to access new Civil

Defence building

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Elevation Grid H - Existing




1681 A

S6

A Draft Scheme

8/5/19JP

455

A B C D E F G H I

11

2

3

4

5

6

7

Demolish

Demolish all

brick this line

(Grid 5)

Lift

Demolish

brick and

concrete

banding

Gravity support

columns may be

removed once new

frames are installed

Gravity support

columns may be

removed once new

frames are installed

Demolish reinforced

concrete stairs

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

Demolish Hall

KEY:

Building perimeter



Building element to be demolished


PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Ground Floor Demolition Plan




1681 A

S10

Ground Floor Demolition Plan

1:200

A Draft Scheme

8/5/19JP

456

A B C D E F G H I

1

2

3

4

5

6

7

Slab

Slab

Slab

Slab

Slab

Demolish roof/floor

framing here

KEY:



Suspended Floor Slab


NOTE:

All original unreinforced brick masonry to be

removed except that in the building facade along

grid lines A & 7. TBC on site with Engineer.

Lift

Demolish brick and

concrete banding

Demolish

projector

room

Demolish

slab

Demolish

slab

Demolish

slab

Demolish reinforced concrete

stairs reinstate in lightweight

mild steel

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

Demolish Hall

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

First Floor Demolition Plan




1681 A

S11

First Floor Demolition Plan

1:200

A Draft Scheme

8/5/19JP

457

A B C D E F G H I

11

2

3

4

5

6

7

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

100

100

1500 deep lift pit +

sump. 20 series block

wall + 300mm thick

foundation

100

Allow for local pad

footings under stair

posts

KEY:

Building Perimeter

100mm slab. SE62 ductile reinforcing mesh

35mm top cover in slab. Slab on insulation.

New foundations, 700mm wide x 1000mm

deep ground beam

100

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by





1681 B

S20

A Draft Scheme

8/5/19JP

B

Scheme for Pricing15/5/19

JP


1:200

Project Design Assumptions

· Building as per original drawings

· Building materials in a sound condition

· Concrete facade f'c = 20 MPa

· Reinforcing fy = 275 MPa

458

UP

UP

A B C D E F G H I

11

2

3

4

5

6

7

CBF

CBF CBF CBF CBF

CBF

CBF

530UB92 columns

to form frame

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

1/S27

2/S27

5/S25

3/S25

Sim to

3/S25

4/S26

New steel

framed stairs

Allow for new windows

to be in seismic frames

Allow for new windows

to be in seismic frames

(Grids J-Q)

KEY:

Concentrically Braced Frame

CBF

A Draft Scheme

8/5/19JP

B

Scheme for Pricing 15/5/19JP

Proposed Ground Floor Plan

1:200

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Proposed Ground Floor Plan




1681 B

S21

459

A B C D E F G H I

1

2

3

4

5

6

7

New 530UB92

frame

New

530U

B92

fram

e

New

530U

B92

fram

e

New

530U

B92

fram

e

New

530U

B92

fram

e

New

530U

B92

fram

e

New

530U

B92

fram

e

New

530U

B92

fram

e

New external wall.

Refer to Architect

Allow to improve wall to

floor joist/diaphragm

connection along facade.

Provide steel cleat each

side + 4/M16 bolts total

to wall

Re-nail

flooring to

joists

Seismic

Seperation

New 530UB92

frame

New 530UB92

frame

New 530UB92

frame

New 530UB92

frame

JJ

J

JJ

J

J

J

J

JJ

g

d

a

f

e

e

h

h

i i

New reinforced concrete beam

400 wide x 475mm deep -

8/D16 bars (epoxy 250 into

columns on Grid G (beam is

under floor slab)

New

410U

B

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

310UB32 310UB32 310UB32 310UB32 310UB32 310UB32

310U

B32

310U

B32

310U

B32

New

410U

B

J1

J1

J2

J2

J1

New external wall.

Refer to Architect

300 PFC

300 PFC

400U

B67 collector

Allow for seismic

separation

Allow to provide connection

between facade to flooring.

Note: joists run parallel to facade

on this line

Provide 3 rows of double blocking

+ fixings at 1000mm ctrs. Typical

4/M16 bolts to wall at 1000mm

ctrs

310UB32

KEY:

Existing beams

New beams

Existing floor joists

New floor joists

Double up existing floor joists

New 15mm ply diaphragm over entire floor

a

J1

J2

J

A Draft Scheme

8/5/19JP

B


JP

Proposed First Floor Framing Plan

1:200

Existing Members:

a

250UB (1984)

d

18"x7" RSJ (Original)

e 2/12"x4" channels 31.33lb

f


g 18"x7" RSJ (Original)

h 12"x4" channel 31.11lb

i


j Floor joists

NOTE:

Allow to splice new Hyspan joists to

existing joists at all new plant locations

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Proposed First Floor Framing Plan




1681 B

S22

460

DO

WN

VOID

A B C D E F G H I

1

2

3

4

5

6

7

CBF

CBFCBF

CBF

CBF

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

4/125x6 SHS

posts around

lift and stair

125x6 SHS

posts at stairs

KEY:

Concentrically Braced Frame

CBF

A Draft Scheme

8/5/19JP

B


Proposed First Floor Plan

1:200

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Proposed First Floor Plan




1681 B

S23

461

A B C D E F G H I

1

2

3

4

5

6

7

102x4 SH

S

102x4 SH

S

102x4 SH

S

102x4 SH

S

102x4 SH

S

410UB60

frame

410UB60

frame

410UB60

frame

410UB60

frame

410UB60

frame

310UB32

410U

B60

fram

e

410U

B60

fram

e

410U

B60

fram

e

310U

B32

310U

B32

310U

B32

310U

B32

310U

B32

410U

B60

fram

e

410U

B60

fram

e

410U

B60

fram

e

410U

B60

fram

e

125x6 SHS starts at

ceiling level + new

connections to grid Q

columns

DB20 bracing to

truss bottom chord

310UB32 310UB32 310UB32 310UB32 310UB32

3/S25

89x5 SHS strut

250UB31

89x5 SHS strut

K M N P QOJ

7A

4

5B

6B

4A

6A

5A

5

6

7

D

B

2

0

4/S26

C

New jack framing over

to support existing roof

structure TBC

89x5 SH

S strut

D

B

2

0

D

B

2

0

D

B

2

0

D

B

2

0

150x6 SH

S strut

180 thick

slab

Seismic

separation

Seismic

separation

D

B

2

0

A Draft Scheme

8/5/19JP

B


Proposed Roof & Ceiling Plan

1:200

KEY:

DonoBrace DB20 Bracing

Comflor 80 - 180mm slab, 0.9mm

Allow to upgrade existing steel to column

connections Grids 4, J-P & 7a, J-P. Allow for new

steel cleats, welding and 4/M16 bolts to existing

column. Epoxy 250 into column

C

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Proposed Roof & Ceiling Plan




1681 B

S24

462

567 7

Ground Floor Level

First Floor Level

First Floor Level

A

310UB32

Floor beam

Ground Floor Level

700 wide x

1000 deep

ground beam

700 wide x

1000mm deep

ground beam

Existing

original

18"x6"

55lb RSJ

530UB92

530UB92

530UB92

Existing

concrete

beam

530UB92

410UB60

Connect each frame

to existing

reinforced concrete

facade beam

Existing TFC

"sandwich" member,

Connect to each new

frame

Existing TFC

"sandwich" member,

Connect to each new

frame

Re-nail flooring

around perimeter to

new boundary

element

Re-nail flooring

to joists

89x5 SHS

strut

Locally demolish end

of existing beam to

accomodate new

structure

Helifix ties at

600 grid brick

to concrete

Helifix ties at

600 grid brick

to concrete

Helifix ties at

600 grid brick

to concrete

Helifix ties at

600 grid brick

to concrete

New 15mm ply

diaphragm over floor

New 100mm slab

+ insulation

A Draft Scheme

8/5/19JP

B


JP

Section 3/S21 - Typical Frame Elevation

1:50

Section 5/S21

1:50

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Typical Frame Elevation




1681 B

S25

463

57

Floor beam

Ground Floor Level

First Floor Level

530UB92

530UB92

530UB92

530UB92

410UB60

Connect each frame

to existing

reinforced concrete

facade beam

Existing TFC

"sandwich" member,

Connect to each new

frame

Existing TFC

"sandwich" member,

Connect to each new

frame

Re-nail flooring

around perimeter to

new boundary

element

Helifix ties at

600 grid brick

to concrete

250UB37

530UB92

530UB92

310UB32

Comflor 80

180mm floor slab

New 100mm slab

+ insulation

A Draft Scheme

8/5/19JP

B


Section 4/S21 - Plant room support frame

1:50

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Plant Room Frame Elevation




1681 B

S26

464

310UB32

1

5

0

x

5

S

H

S

1

5

0

x

5

S

H

S

1

5

0

x

5

S

H

S

53

0U

B9

2

53

0U

B9

25

30

UB

92

1

5

0

x

5

S

H

S

2/-

310UB32

310Ub32

CBF

brace

Re-hang

existing floor

joists to new

310UB32

CBF

brace

New external

wall, cladding

and linings

New

footing

Exsiting

timber floor

joists and

flooring

CBF

brace

Moment

frame

column

530UB92

moment

frame beam

Gravity

support to

flooring, and

CBF collector

410UB60

moment frame

beam

CBF

brace

53

0U

B9

2

5/HD24

2/HD20

5/HD20

1000

700

A Draft Scheme

8/5/19JP

B


JP

Section 1/S21 - Typical CBF Elevation

1:50

Section 2/S21

1:50

Typical Ground Beam

1:20

PO Box 2113

Kuripuni

Masterton 5842

06-377 2541

[email protected]

Note:








drawings

Rev:

Sheet Number:

Job №:Title:

Project:

Rev. Date

Drawn

by

Typical CBF Elevation




1681 B

S27

465

L.010000

7

L.114380

6

L.SITE9300

L.2 ROOF18180

5 436-01

136-04

1

FIRE RATING MIN. : FRR 30/30/30ACCOUSTIC MIN. : STC55 / IIC55

SYSTEM: GBDFA60b 2x13mm GIB FYRELINE ON GIB RONDO BATTENS WITH DIRECT FIX CLIPR1.8 PINK BATTS BIB (75mm)

EX1 KOROK SPEEDWALL 78mm PANLES VERTICALFRR -/240/120 SUPPORTED ON STEEL FRAMEMIN FRR: FRR 60/60/60 FIXED L0, L1 & L2

FLOATING BULKHEAD

90x45 H1.2 TIMBER STRAPPINGR2.8 WALL BATT INSULATION13mm GIB STANDARD

31

00

SU

SP

EN

DE

D C

EIL

ING

HE

IGH

T3

20

0 S

US

PE

ND

ED

CE

ILIN

G H

EIG

HT

140x45 STUDSR4.0 PINK BATTS ULTRA13mm GIB STANDARD INTERNAL WALL LINING

FIRE RATE HORIZONATL STEEL SUPPORTING KOROK SPEED WALL PANELS

90mm TIMBER FRAMED OR STEEL STUD (CBI OR SIMILAR)

MID SPAN SUPPORT TO KOROK SPEEDWALL

INTERNAL GUTTERS NURAPLY 3PM GUTTER MEMBRANERE-FORM 17mm H3.2 CCA TREATED PLYWOOD LINING WIDTH 400mmFALL: 1:100 MIN

NEW WARM ROOF TO SPAN BETWEEN ROOF TRUSSES, EXISTING SARKING TO BE REMOVED

NEW ROOF IN-PLANE BRACING, REFER STRUCTURAL ENGINEER

NEW PARTITION WALL TO BE BRACED TO ROOF STRUCTURE

VENTED RIDGE FLASHING

0.55 COLORSTEEL MAX 300mm BOX GUTTER TO REAR ELEVATIONS

EXTERNAL 150DIA UVC DOWNPIPES

92mm ALUMINIUM PARTITION SYSTEM (ECLIPSE 92mm ALUMINIUM)

32

00

FU

LL

HE

IGH

GL

AZ

ING

600

600x600 FLOATING CEILING GRID (CBI)DAIKEN HARMONY CEILING TILE

NEW DOUBLE GLAZED TIMBER SASHES TO EXISTING TIMBER FRAMES (SINGLE SASHE WITH FIXED RAIL TO MATCH EXISTING DOUBLE HUNG)

70

0

NEW PINE WINDOW LINER EXTENSIONS, PAINT FINISH

RESOURCE ROOMOFFICE SPACE

MEETING ROOM OFFICE SPACE

PORTION OF EXISTING ROOF STRUCTURE IS PARTIALLY VAULTED RAFTERS WITH COLLAR TIES AND EXISTTING PFC STEEL STRENGTHENING

38

00

FL

OO

R T

O U

/S C

EIL

ING

JO

IST

S4

06

0 F

LO

OR

TO

U/S

FL

OO

R J

OIS

TS

DRAWING TITLE: COORDINATED SERVICES ZONING

DRAWING No: CSK01

PROJECT: MASTERTON CIVIC CENTRE

PROJECT No: 23458

SCALE: 1:200 @ A3

DATE: 20/05/2019

DRAWN: WC

ELECTRICAL SERVICES ZONE

SPRINKLER SERVICES ZONE

HVAC PIPEWORK ZONE

FC UNITS ZONE

ELECTRICAL SERVICES ZONE

SPRINKLER SERVICES ZONE

HVAC PIPEWORK ZONE

FC UNITS ZONE

HAVC DUCTWORK ZONE

NOTE: ZONING NOT SHOWN IN ROOF VOID AT THISSTAGE DUE TO SPACE AVAILABLE

ICT CABLING ZONE

ICT CABLING ZONE

466

7 7

A

A

B

B

6 6

5 5

1 1

3 3

2 2

4 4

D

D

C

C

E

E

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

N

N

O

O

P

P

UP

UP

DRAWING TITLE: GROUND FLOOR DUCT WORK

DRAWING No: MSK012


PROJECT No: 23458

SCALE: 1:200 @ A3

DATE: 20/05/2019

DRAWN: WC

FCUG06

FC

UG

02F

CU

G04

FC

UG

03

FC

UG

05

FCUG07

FCUG08

FCUG09

FCUG10

FCUG11

FCUG12

FCUG13

FCUG15

FCUG14

FCUG16

FCUG01

400W X 300HEXTRACT DUCTWORK


400W X 300H SUPPLYDUCTWORK


DUCTWORK DROPSFROM ABOVE

467

7

A B

6

5

1

3

2

4

DC E F G H IJ K L M N O P

DO

WN

VOID

DRAWING TITLE: FIRST FLOOR DUCT WORK

DRAWING No: MSK013


PROJECT No: 23458

SCALE: 1:200 @ A3

DATE: 20/05/2019

DRAWN: WC

AHU1

FCUF01

FC

UF

02

FC

UF

03

FC

UF

04F

CU

F06

FC

UF

05

FCUF07 FCU

F08

FCUF09

FCUF10

FCUF11

FCUF12

FCUF13

FCUF14

FCUF16

FCUF15

FCUF17

FCUF18





DUCTWORK DROPSTO BELOW

ROOF MOUNTEDAIR HANDLINGUNIT

468

7 7

A

A

B

B

6 6

5 5

1 1

3 3

2 2

4 4

D

D

C

C

E

E

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

N

N

O

O

P

P

UP

UP

EXPECTED EXISTINGMAINS CABLE ROUTEUNDER WAIATA HOUSEEXTERIOR PAVING

EXISTINGTRANSFORMER500 kVA

EXISTINGMAINS CABLEROUTE EVIDENTIN CAR PARK

Ex. MSB

Ex. GENSET

BOTH INROOMS BELOWSTAGE

DRAWING TITLE: GROUND FLOOR ELECTRICAL WORK

DRAWING No: ESK012


PROJECT No: 23458

SCALE: 1:200 @ A3

DATE: 20/05/2019

DRAWN: WC

NEW DATACABINET

NEWDB:G1

NEWDB:G2 NEW

MSB

NEW MAINSCABLE ROUTEUNDERCARPARK

CUT EXISTINGMAINS CABLE& JOIN TO NEW

469

7

A B

6

5

1

3

2

4


DO

WN

VOID

DRAWING TITLE: FIRST FLOOR ELECTRICAL WORK

DRAWING No: ESK013


PROJECT No: 23458

SCALE: 1:200 @ A3

DATE: 20/05/2019

DRAWN: WC

NEW DATACABINET

NEWDB:F1

NEWDB:F2

470

DRAWING TITLE: ROOFTOP PLANT LAYOUT

DRAWING No: MSK015


PROJECT No: 23458

SCALE: 1:200 @ A3

DATE: 20/05/2019

DRAWN: WC

SECTION VIEW

UP

D D

AC1900x900x

1800300 kg

5

6

AHU13000W x 2000D x 2000H

900 kg

AC2900x900x

1800300 kg

AC1900x900x

1800300 kg

60

60

L.2 ROOF18180

NEW STEEL BEAM SUPPORTING CONCRETE SERVICES PLATFORM

HVAC SERVICES PLATFORM

ALUMINIUM POWDERCOATED ALUMINIUM ENCLOSURE TO SERVICES ROOM - HOLYOAKE LOUVERS OR SIMILARPROVIDES BARRIER FROM FALLING AND VISUAL SCREENING

POSTS SUPPORTING LOUVERS TO BE FACE FIXED TO CONCRETE NIB

HEIGHT OF SERVICE PLATFORM SET TO FALL INTO CONTINUOUS GUTTER LINE

REINSTATE ORIGINAL STEEL FRAMED WINDOW (ORIGINAL 1915) WITH ARTIFICIAL BACK LIGHTING

GLASS BALUSTRADES WITH LEANER FORMING INTERLINKING HANDRAIL

POWDERCOATED METAL BALUSTRADES TO GANG WAY

SUSPENDED CEILING GRID WITH 600x600 TIMBER HUSH PANELS (GROUP 1-S) WITHIN CEILING GRID

SIDE DOOR ACCESS POINT FROM WET SERVICES ROOM VIA INTERNAL LADDER

AHU AC

ROOF PLAN

DUCTWORK AND PIPEWORKPASSES THROUGH SIDE WALLS

THREE DX HEAT REJECTION OUTDOORUNITS ROOF MOUNTED ON PLINTHS

OUTDOOR AIR SUPPLY AIRHANDLING UNIT ROOFMOUNTED ON PLINTHS

471

STATUS:

MASTERTON: 06 378 6332

JOB NO:

PROJECT:

CLIENT:

ADDRESS:

WELLINGTON: 04 972 1906

24 Church Street, Masterton, P.O

Box 120

Suite 3, L2, 182 Vivian Street,

Wellington

www.silverwoodarchitects.co.nz [email protected]

M1918

64 Chapel Street, Masterton

Seismic Strengthening and Office Fit-Out

to MDC Municiple & CD Building


Concept Design

S H E E T I N D E X

NO. SHEET NAMECURRENTREVISION ISSUE DATE

10 Indexes, Miscellaneous

10-01 Cover Sheet 15/05/2019

11 Location Plan, Site Plans

11-01 Location Plan 15/05/2019

11-02 Existing Site Plan 15/05/2019

11-03 Proposed Site Plan 15/05/2019

11-04 Aerial Photo & GIS Services 15/05/2019

20 Floor Plans, Roof Plan

20-01 L0. Existing Floor Plan 15/05/2019

20-02 L1. Existing Floor Plan 15/05/2019

20-03 L0. Demolition Floor Plan 15/05/2019

20-04 L1. Demolition Floor Plan 15/05/2019

20-05 L2. Demolition Roof Plan 15/05/2019

20-06 L0. Proposed Floor Plan - Fitout 15/05/2019

20-07 L1. Proposed Floor Plan - Fitout 15/05/2019

20-08 L2. Proposed Roof Plan 15/05/2019

20-09 L0. Floor Plan - Base Build Part 1 of 2 15/05/2019




36 Sections

36-01 Existing Section 1-1 15/05/2019

36-02 Existing Section 2-2 15/05/2019

36-03 Proposed Section 1-1 15/05/2019




472

CHAPEL STREET

LIN

CO

LN

RO

AD

PE

RR

Y S

TR

EE

T

CO

LE

STR

EE

T

MASTERTON TOWN

SQUARESITE

N

PART SECTION 104 TN OF

MASTERTON

SH

EE

T:

ST

AT

US

:

(HA

LF S

CA

LE a

tA

3)

JOB

NO

:

DA

TE

:

SC

ALE

:

RE

V:

PR

OJE

CT

:

CLIE

NT

:

AD

DR

ES

S:

SH

EE

T:

MA

ST

ER

TO

N:

06

37

8 6

33

2W

ELL

ING

TO

N:

04

97

2 1

90

6

24

Ch

urc

h S

tre

et,

Ma

ste

rto

n,

P.O

Bo

x 1

20

Su

ite

3,

L2 1

82

, V

ivia

n S

tre

et

We

llin

gto

n

ww

w.s

ilve

rwo

od

arc

hit

ect

s.co

.nz

in

fo@

silv

erw

oo

da

rch

ite

cts.

co.n

z

1 :

50

0 a

t A

1

11

-01

Loca

tio

n P

lan

M1

91

8

15

/05

/20

19


Se

ism

ic S

tre

ng

the

nin

g a

nd

Off

ice

Fit

-Ou

t to

MD

C M

un

icip

le &

CD

Bu

ild

ing


Concept Design

473

REMOVE EXISTING DIESEL TANKREGISTERED CONTAMINATION ON GWRC SLUR REGISTERFILE NO: SN/06/069/02HAIL: CHEMICAL MANUFACTURE, APPLICATION AND BULK STORAGEHAIL SUB: STORAGE TANKS OR DRUMS FOR FUEL, CHEMICALS OR LIQUID WASTECATEGORY: VERIFIED HISTORY OF HAZARDOUS ACTIVITY OR INDUSTRY

DIESEL BOILERPOTENTIAL HYDROCARBON CONTAMINATED AREA

TOWN HALL BUILDING TO BE

DEMOLISHED

DEMOLISH EXISTING RAMP

EXISTING MUNICIPAL

BUILDING

EXISTING CIVIL

DEFENCE BUILDING

CHAPEL STREET

LIN

CO

LN

RO

AD

N

DEMOLISH EXISTING RAMP & STEPS

DEMOLISH EXISTING STEPS & EXTERNAL DOORS

SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:

MASTERTON: 06 378 6332 WELLINGTON: 04 972 1906


Box 120


Wellington


1 : 200 at A1

11-02Existing Site Plan

M1918

15/05/2019


Seismic Strengthening and Office

Fit-Out to MDC Municiple & CD

Building


Concept Design

REVISION SCHEDULEREF. DESCRIPTION DATE

474

NEW 1:12 ACCESSIBLE RAMP (STAFF) WITH HANDRAILS TO BOTH SIDES

NEW HANDRAILS TO EXISTING STAIR

SPRINKLER VALVE & PUMP ROOM

COVERED SECURE BIKE STORE WITH CHARGING CAPACITY (24 BIKES)

NEW ENTRANCE STAIRS TO CHAPEL STREET ENTRANCE

REMOVE EXISTING STAIR AND EXTERNAL DOOR, MAKE GOOD ASPHALT

CHAPEL STREET

LIN

CO

LN

RO

AD

191 2 3 4 5 6

7 8 9 10 11 12 13 14 15 16 16 17 18

20 21 22 23 24 25

27

26

28

28 NEW CARPARKS

BIKE STORE

NEW ASPHALT AREA TO DEMOLISHED TOWN

HALL FOOT PRINT

WET SERVICES ROOM

DRY SERVICES ROOM

EXISTING MUNICIPAL

BUILDING

EXISTING CIVIL

DEFENCE BUILDING

WAIATA HOUSEWAIATA HOUSE

CARPARK

EXISTING

CARPARK

NNEW STAINLESS STEEL HANDRIALS TO BOTH SIDES OF EXISTING RAMP

NEW STAINLESS STEEL HANDRIALS TO BOTH SIDES OF EXISTING RAMP

ALLOW TO REPLACE EXISTING ASPHALT PAVING TO AREA HATCHED

ALLOW TO REPLACE EXISTING ASPHALT PAVING TO AREA HATCHED

NE

W E

LE

CT

RIC

AL

TR

EN

CH

A

LL

OW

AN

CE

NEW SEWER/STORMWATER TRENCH ALLOWANCE

SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:



Box 120


Wellington


1 : 200 at A1

11-03Proposed Site Plan

M1918

15/05/2019




Building


Concept Design


475

SH

EE

T:

ST

AT

US

:

(HA

LF S

CA

LE a

tA

3)

JOB

NO

:

DA

TE

:

SC

ALE

:

RE

V:

PR

OJE

CT

:

CLIE

NT

:

AD

DR

ES

S:

SH

EE

T:

MA

ST

ER

TO

N:

06

37

8 6

33

2W

ELL

ING

TO

N:

04

97

2 1

90

6

24

Ch

urc

h S

tre

et,

Ma

ste

rto

n,

P.O

Bo

x 1

20

Su

ite

3,

L2 1

82

, V

ivia

n S

tre

et

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gto

n

ww

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arc

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ect

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.nz

in

fo@

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da

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co.n

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1 :

20

0 a

t A

1

11

-04

Ae

ria

l P

ho

to &

GIS

Se

rvic

es

M1

91

8

15

/05

/20

19


Se

ism

ic S

tre

ng

the

nin

g a

nd

Off

ice

Fit

-Ou

t to

MD

C M

un

icip

le &

CD

Bu

ild

ing


Concept Design

476

7 7

A

A

B

B

6 6

5 5

1 1

3 3

2 2

4 4

D

D

C

C

E

E

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

N

N

O

O

P

P

36-011

36-011

36-021

36-021

AUDITORIUM MAIN STAGE

BACK STAGE ROOMS

AUDITORIUMFOYER

FRANK CODY

LOUNGE

STAFF ROOM

RECEPTION

ADMIN OFFICE

CIVIL DEFENCE

ST

AIR

ST

AIR

STAIR

LIFT

ST

AIR

ST

AIR

SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:



Box 120


Wellington


1 : 100 at A1

20-01L0. Existing Floor Plan

M1918

15/05/2019




Building


Concept Design


477

7

A B

6

5

1

3

2

4


36-011

36-011

36-021

36-021


BACK STAGE ROOMS

OFFICES

PUBLIC RECEPTIONOFFICES

STORE

STAIR

STAIR

LIFT

ST

AIR

ST

AIR

ST

AIR

ST

AIR

ST

AIR

36-041

36-041

36-051

36-051

SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:



Box 120


Wellington


1 : 100 at A1

20-02L1. Existing Floor Plan

M1918

15/05/2019




Building


Concept Design


478

7 7

A

A

B

B

6 6

5 5

1 1

3 3

2 2

4 4

D

D

C

C

E

E

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

N

N

O

O

P

P

36-011

36-011

36-021

36-021


BACK STAGE ROOMS

AUDITORIUMFOYER

FRANK CODY

LOUNGE

STAFF ROOM

RECEPTION

ADMIN OFFICE

CIVIL DEFENCE

REMOVE EXISTING ROOF CANOPY OVER DOOR

DEMOLISH ENTIRE TOWN

HALL STRUCTURE

DEMOLISH EXTERNAL WALL ON GRID 1

REMOVE ALL EXTERNAL WINDOW & DOOR JOINERY TO MUNICIPAL BUILDING

DEMOLISH REAR WALL OF MUNICIPAL BUILDING ON GRID B

DEMOLISH REAR WALL OF MUNICIPAL BUILDING ON GRID 5

REMOVE EXISTING REINFORCED CONCRETE STAIR

REMOVE ALL EXTERNAL WINDOW & DOOR JOINERY TO CIVIL DEFENCE BUILDING

DEMOLISH EXISTING STAIR


DEMOLISH EXISTING LIFT

REMOVE EXISTING DOORS

REMOVE EXISTING ROOF CANOPY

REMOVE EXISTING STEPS & EXTERNAL DOOR

REMOVE EXISTING STEPS AND RAMP

REMOVE EXISTING RAMP

DEMOLISH EXISTING MASONRY WALL TO END OF MUNICIPAL BUILDING

CUT NEW DOOR OPENING WITHIN EXISTING WINDOW OPENING

RETAINING EXISTING GROUND FLOOR COLUMNS

DEMOLISH EXISTING TIMBER FRAMED

GROUND FLOOR STRUCTURE &

ASSOCIATED CONCRETE PILES

REMOVE ALL EXISTING SERVICES TO

MUNICIPAL, CIVIL DEFENCE & TOWN HALL

BUILDING FOOT PRINTS

READ ARCHITECTS DEMOLITION PLANS IN

CONJUNCTION WITH STRUCTURAL

ENGINEERS DEMOLITION DRAWINGS

REMOVE EXISTING LUNDIA STORAGE SYSTEM

SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:



Box 120


Wellington


1 : 100 at A1

20-03L0. Demolition Floor Plan

M1918

15/05/2019




Building


Concept Design


479

7

A B

6

5

1

3

2

4


36-011

36-011

36-021

36-021


BACK STAGE ROOMS

OFFICES

PUBLIC RECEPTIONOFFICES

STORE

REMOVE EXISTING ROOF CLADDING TO WIND LOBBY

DEMOLISH EXTERNAL WALL ON GRID 1

REMOVE ALL EXTERNAL WINDOW & DOOR JOINERY TO MUNICIPAL BUILDING


HALL STRUCTURE

DEMOLISH REAR WALL OF MUNICIPAL BUILDING ON GRID B

DEMOLISH REAR WALL OF MUNICIPAL BUILDING ON GRID 5

REMOVE EXISTING REINFORCED CONCRETE STAIR

REMOVE ALL EXTERNAL WINDOW & DOOR JOINERY TO CIVIL DEFENCE BUILDING

DEMOLISH ALL INTERIOR WALLS



DEMOLISH EXISTING LIFT

DEMOLISH EXISTING STAIRS

REMOVE EXISTING STEEL FRAMED WINDOW FOR RE-USE







SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:



Box 120


Wellington


1 : 100 at A1

20-04L1. Demolition Floor Plan

M1918

15/05/2019




Building


Concept Design


480

7

A B

6

5

1

3

2

4


36-031

36-031

36-061

36-061

REMOVE EXISTING INTERNAL MEMBRANE GUTTER INCLUDING SUBSTRATE

REMOVE EXISTING PROFILE METAL ROOF CLADDING (CORRUGATE PROFILE)RETAIN EXISTING ROOF SARKING

REMOVE EXISTING SPOUTING

REMOVE EXISTING MEMBRANE ROOFING AND SUBSTRATE

25

O F

AL

L

25O FALL

25

O F

AL

L

25O FALL

25

O F

AL

L

25O FALL

25

O F

AL

L

25

O F

AL

L

25

O F

AL

L2

5O

FA

LL

25

O F

AL

L

EXISTING PARAPET

ALLOW TO REPLACE ROOF FRAMING TO MAKE GOOD SLUMP IN EXISTING ROOF STRUCTURE

REMOVE EXISTING ROOF MEMBRANE TO L1 WIND LOBBY ROOF

REMOVE EXISTING CANOPY AT L1.

DEMOLISH ROOFING INC FRAMING FOR

NEW SERVICES PLATFORM


REMOVE ROOF HOODS OVER WINDOWS AT L1. & L2.

REMOVE ROOF HOODS OVER WINDOWS AT L1. & L2.


REMOVE EXISTING PROFILE METAL ROOF CLADDING (CORRUGATE PROFILE)RETAIN EXISTING ROOF PURLINS








HALL STRUCTURE

DEMOLISH LEAN-

TO ROOFS DEMOLISH LEAN-TO ROOFS

REMOVE SECTION OF LOW PITCH ROOF FOR NEW ROOF ADDITION TO HOUSE SERVICES

SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:



Box 120


Wellington


1 : 100 at A1

20-05L2. Demolition Roof Plan

M1918

15/05/2019




Building


Concept Design


481

7 7

A

A

B

B

6 6

5 5

1 1

3 3

2 2

4 4

D

D

C

C

E

E

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

N

N

O

O

P

P

36-031

36-031

36-061

36-061

PUBLIC FOYER

WIND LOBBY

PU

BLIC

T

OIL

ET

S

PARENTS ROOM

PLANNING &

ENVIRONMENTAL

SPRINKLER VALVE/PUMP

ROOM

RECEPTION

ADMIN SUPPORT

WAITING

LIFT

STAIR 2

STAIR 3

WIND LOBBY

ST

AIR

1

DRY SERVICES

ROOM

SEPARATE OFFICE

STAND ALONE TEAM OR PUBLIC MEETING ROOM

STORE ROOM

MEETING ROOM

MEETING ROOM

MEETING ROOM

STORE ROOM

MEETING

ROOM

MEETING ROOMU

P

UP

AREA LEGEND

L1. GROSS FLOOR AREA: 884m2

SITE AREA: 2,655m2


L1. SUSPENDED CEILING HEIGHT

3.2m


3.1m

36-041

36-041

36-051

36-051

NEW ENTRANCE STEPS

DIS

PL

AY

DIS

PL

AY

MA

LE

S

HO

WE

RS

LOCKERROOM

2000W x 1500D

FE

MA

LE

S

HO

WE

RS

QUIETROOM

QUIET ROOM

STAFF BREAK AREA

WET SERVICES

ROOM

MALE

UNI-SEX ACCESSIBLE

TOILET

FEMALE

LOCKERS LOCKERS

RESOURCE

RE

SO

UR

CE

ST

AT

ION

PUBLIC MEETING SPACE STAFF COMMUNITY SPACETEAM MEETING SPACE (6+ PEOPLE)SOCIAL / WELLBEING SPACE REFUGE SPACE (1-3 PEOPLE)ENCLAVE SPACE (3-6 PEOPLE)

SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:



Box 120


Wellington


1 : 100 at A1

20-06L0. Proposed Floor Plan - Fitout

M1918

15/05/2019




Building


Concept Design


482

7

A B

6

5

1

3

2

4


36-031

36-031

36-061

36-061

CHIEF EXECUTIVE TEAM OPERATIONS TEAM

MAYOR OFFICE

CEO OFFICE

RECEPTION

STAFF BREAK AREA

ST

AIR

1

ST

AIR

3

STORE ROOM

MEETING ROOM

DRY SERVICES

ROOM

VOID VOID

MEZZANINE

MEETING ROOM

MEETING ROOM

VOID

OFFICE

OFFICE

STAIR 2

QUIETROOM

QUIET ROOM

DOWN

DO

WN

36-041

36-041

WET SERVICES

ROOM

36-051

36-051

SE

RV

ICE

S

ST

AIR

MALE

UNI-SEX ACCESSIBLE

TOILET

FEMALE

LOCKERS LOCKERS

STORE ROOM

MEETING ROOM

MEETING ROOM

RE

SO

UR

CE

VOID

LIFT

2000W x 1500D

PUBLIC MEETING SPACE STAFF COMMUNITY SPACETEAM MEETING SPACE (6+ PEOPLE)SOCIAL / WELLBEING SPACE REFUGE SPACE (1-3 PEOPLE)ENCLAVE SPACE (3-6 PEOPLE)

AREA LEGEND


SITE AREA: 2,655m2



3.2m


3.1m

SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:



Box 120


Wellington


1 : 100 at A1

20-07L1. Proposed Floor Plan - Fitout

M1918

15/05/2019




Building


Concept Design


483

7

A B

6

5

1

3

2

4


36-031

36-031

36-061

36-061

36-041

36-041

36-051

36-051


NEW WARM ROOF SYSTEM(ROOFING LOGIC SYSTEM TO MUNICIPAL BUILDING - REFER ARCHITECTS OUTLINE SPECIFICATION

NEW 300mm BOX GUTTER

NEW WARM ROOF SYSTEM(ROOFING LOGIC SYSTEM TO MUNICIPAL BUILDING -REFER ARCHITECTS OUTLINE SPECIFICATION


RELINE EXISTING LOW PITCH ROOF:NURAPLY 3PM GUTTER MEMBRANE OVER EPS INSULATION BOARD (WARM ROOF CONSTRUCTION)RE-FORM 17mm H3.2 CCA TREATED PLYWOOD LINING FALL: 2 DEGREES MINSERVICES PLATFORM:

NURAPLY 3PM GUTTER MEMBRANEOVER CONCRETE SUBSTRATEFALL: 2 DEGREES MIN

LOCATION OF INTERNAL VERTICAL HVAC DUCTS

2OF

AL

L

2OF

AL

L2

OF

AL

L

25

O F

AL

L

25O FALL

25

O F

AL

L

25O FALL

25

O F

AL

L

25O FALL

25

O F

AL

L

25

O F

AL

L

25

O F

AL

L2

5O

FA

LL

25

O F

AL

L

EXISTING PARAPET

HVAC DUCTING TO PENETRATE THROUGH WALLS

NEW ROOF ACCESS HATCH

HORIZONTAL ALUMINIUM LOUVERS ENCLOSING SERVICES PLATFORM AND PROVIDING BARRIER FROM FALLING

SERVICES

PLATFORM

NEW PROFILE METAL WALL CLADDING TO GABLE ENDS

ALLOW TO REPLACE ROOF FRAMING TO MAKE GOOD SLUMP IN EXISTING ROOF STRUCTURE

INTERNAL DOWN PIPES REQUIRED TO MUNICIPAL PARAPET INTERNAL GUTTER

ALLOW TO FORM NEW OVER FLOWS THROUGH PARAPET

RELINE EXISTING LOW PITCH ROOF:NURAPLY 3PM GUTTER MEMBRANE OVER EPS INSULATION BOARD (WARM ROOF CONSTRUCTION)RE-FORM 17mm H3.2 CCA TREATED PLYWOOD LINING FALL: 2 DEGREES MIN

NEW ALUMINIUM HORIZONTAL LOUVRE SOLAR SHADE

NEW CANOPY ROOF STRUCTURE OVER ENTRANCE AT MID-FLOOR LEVEL



SE

ISM

IC S

EP

AR

AT

ION

SE

ISM

IC S

EP

AR

AT

ION

NEW WALKING ACCESS PLATFORM WITH SAFETY BARRIER

NEW LADDER WITH SAFETY BARRIER

NEW PITCHED ROOF EXTENSION TO HOUSE DUCTED/PIPED SERVICES RUNNING FROM MUNICIPAL BUILDING TO CIVIL DEFENCE

NEW PROFILE METAL WALL CLADDING TO ROOF EXTENSION

25

O

FA

LL

NEW RAIN WATER HEADS

RW

H

RW

H

RW

HRW

H

DP &

OF

DP

& O

F

NEW DOWNPIPE & OVERFLOW

DP &

OF

DP &

OF

DP &

OF

DP

& O

F

RW

H

RW

H

2OF

AL

L2

OF

AL

L

DP

DP

DP

DP

DP

SHEET:

STATUS:

(HALF SCALE at A3)

JOB NO:

DATE:

SCALE:

REV:

PROJECT:

CLIENT:

ADDRESS:

SHEET:



Box 120


Wellington


1 : 100 at A1

20-08L2. Proposed Roof Plan

M1918

15/05/2019




Building


Concept Design


484

60 6060 60 60

60 6060 60 60

30 3030 30 30 30

30 3030 30 30 30

30 3030 30 30 30

30 3030 30 30 30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60 60 60 60 60 60 60 60 60 60 60

60 60 60 60 60 60 60 60 60 60 60

7

6

5

1

3

2

4

36-031

36-041

UP

UP

NEW TRACTION MECHANICAL LIFT PIT: 1.5mHEAD ROOM: 4.2m TOP FLOORCAR SIZE: 2.0mW x 1.5m DSHS STEEL FRAMESAFETY GLASS SURROUND TO LIFT SHAFTLIFT ROOM ABOVE LIFT TO BE FIRE RATED AS A SEPARATE FIRE CELL

NEW FRAMELESS GLASS DOORS TO ENTRANCE FOYER

XLAM CLT AIR STAIR WITH STAINLESS STEEL HANDRAILS

SE

ISM

IC S

EP

AR

AT

ION

NEW STAINLESS STEEL HANDRAIL TO EITHER SIDE OF EXISTING RAMP

NEW STAINLESS STEEL HANDRAIL TO EITHER SIDE OF EXISTING RAMP

TWO WAY FIRE RATED WALL 140mm TIMBER STUD WALLGIB SYSTEM: GNT134 (STC 48)

FIRE RATED GLAZED TIMBER DOORS WITH ELECTROMAGNETIC HOLD BACKSFRR -/30/30SM

RETAIN EXISTING FLOOR STRUCTURE TO WIND LOBBY

EX1 KOROK SPEEDWALL 78mm PANELS VERTICALFRR -/240/120 SUPPORTED ON STEEL FRAMEMIN FRR: FRR 60/60/60 FIXED L0, L1 & L2THERMAL BREAK (NYLON STRIP) BETWEEN STEEL AND KOROK

NEW FRAMELESS GLASS DOORS TO ENTRANCE FOYER

FIRE RATED GLAZED TIMBER DOORS WITH ELECTROMAGNETIC HOLD BACKSFRR -/30/30SMFIRE RATED INTERNAL GLAZINGFRR -/30/30SM

REMOVE EXISTING EXTERNAL DOOR AND STEPS, REPLACE WITH TIMBER WINDOW AND CONCRETE WALL. PLASTER TO MATCH EXISTING


CREATE SEISMIC SEPARATION BETWEEN MUNICIPAL BUILDING AND NORTHERN EXTENSION

PUBLIC FOYER

WIND LOBBY

PU

BL

IC

TO

ILE

TS

PARENTS ROOM

ADMIN SUPPORT

WAITING

LIFT

STAIR 2

WIND LOBBY

ST

AIR

1

DRY SERVICES

ROOM

SEPARATE OFFICE

STORE ROOM

MEETING ROOM

MEETING ROOM

MEETING ROOM

NEW ENTRANCE

STEPS

DIS

PL

AY

DIS

PL

AY

2000W x 1500D

WET SERVICES

ROOM

RESOURCE

NEW AUTOMATIC SLIDING DOORS

FOYER

FLOOR AND WALL UPSTANDS TO WET SERVICES ROOM TO BE DRAINED WITH IMPERVIOUS COATING (EPOXY RESIN/ VINYL) FLOOR

DB

:G1

DATA

XLAM CLT AIR STAIR

XLAM CLT STAIR LANDINGS

SHS STEEL POSTS SUPPORTING CLT STAIR LANDINGS TO MATCH LIFT SHAFT STRUCTURE

NEW STAINLESS STEEL HANDRAILS

NEW AUTOMATIC SLIDING DOORS

SH

EE

T:

ST

AT

US

:

(HA

LF S

CA

LE a

tA

3)

JOB

NO

:

DA

TE

:

SC

ALE

:

RE

V:

PR

OJE

CT

:

CLIE

NT

:

AD

DR

ES

S:

SH

EE

T:

MA

ST

ER

TO

N:

06

37

8 6

33

2W

ELL

ING

TO

N:

04

97

2 1

90

6

24

Ch

urc

h S

tre

et,

Ma

ste

rto

n,

P.O

Bo

x 1

20

Su

ite

3,

L2 1

82

, V

ivia

n S

tre

et

We

llin

gto

n

ww

w.s

ilve

rwo

od

arc

hit

ect

s.co

.nz

in

fo@

silv

erw

oo

da

rch

ite

cts.

co.n

z

1 :

50

at

A1

20

-09

L0.

Flo

or

Pla

n -

Ba

se

Bu

ild

Pa

rt 1

of

2

M1

91

8

15

/05

/20

19


Se

ism

ic S

tre

ng

the

nin

g a

nd

Off

ice

Fit

-Ou

t to

MD

C M

un

icip

le &

CD

Bu

ild

ing


Concept Design

485

6060 60 60 60 60

6060 60 60 60 60

60

60

60

60

30

30

30

30

30 3030 30

30 30 EX EX

EX EX

EX EX

EX EX

30

30

30

30

30

30 30

30 3030 30

30

30

30

30

30

30

30

30

30

30

30

30

30 30

30 3030

30

30

30

30

30

30

30 3030

30 3030

30 30

30 30

7

6

5

1

3

2

4

G H IJ K L M N O P

SE

ISM

IC S

EP

AR

AT

ION

ENCLOSE EXISTING WALL OPENING WITH REINFORCED CONCRETE TO MATCH EXISTING

NEW DURADOOR DOORS CUT INTO EXISTING WINDOW OPENING TO SPRINKLER ROOM

FIRE ALARM PANEL LOCATION BEHIND NEW ALUMINIUM WINDOW

NEW REPLACEMENT DOUBLE GLAZED ALUMINIUM WINDOWS TO NORTHERN EXTENSIONCREATE SEISMIC SEPARATION BETWEEN

MUNICIPAL BUILDING AND NORTHERN EXTENSION

FLOOR AND WALL UPSTANDS TO SPRINKLER ROOM TO BE DRAINED WITH IMPERVIOUS COATING (EPOXY RESIN/ VINYL) FLOOR

HWC TO SHOWERS

FULL HEIGHT 140mm STUD WALLS BETWEEN OFFICE AND STAFF BREAK ROOM FOR ACOUSTIC SEPARATION

CEILING TO BATHROOM AREAS TO BE 13mm GIB AQUALINE ON SUSPENDED BATTEN SYSTEM

PLANNING &

ENVIRONMENTAL

SPRINKLER VALVE/PUMP

ROOM

STAIR 3

STORE ROOM

MEETING

ROOM

MEETING ROOM

MA

LE

S

HO

WE

RS

LOCKERROOM

FE

MA

LE

S

HO

WE

RS

QUIETROOM

QUIET ROOM

UNI-SEX ACCESSIBLE

TOILET

FEMALE

LOCKERS

RE

SO

UR

CE

ST

AT

ION


MS

SB

FA

P

DB

:G2

SH

EE

T:

ST

AT

US

:

(HA

LF S

CA

LE a

tA

3)

JOB

NO

:

DA

TE

:

SC

ALE

:

RE

V:

PR

OJE

CT

:

CLIE

NT

:

AD

DR

ES

S:

SH

EE

T:

MA

ST

ER

TO

N:

06

37

8 6

33

2W

ELL

ING

TO

N:

04

97

2 1

90

6

24

Ch

urc

h S

tre

et,

Ma

ste

rto

n,

P.O

Bo

x 1

20

Su

ite

3,

L2 1

82

, V

ivia

n S

tre

et

We

llin

gto

n

ww

w.s

ilve

rwo

od

arc

hit

ect

s.co

.nz

in

fo@

silv

erw

oo

da

rch

ite

cts.

co.n

z

1 :

50

at

A1

20

-10

L0.

Flo

or

Pla

n -

Ba

se

Bu

ild

Pa

rt 2

of

2

M1

91

8

15

/05

/20

19


Se

ism

ic S

tre

ng

the

nin

g a

nd

Off

ice

Fit

-Ou

t to

MD

C M

un

icip

le &

CD

Bu

ild

ing


Concept Design

486

60 6060 60 60

60 6060 60 60

60

60

60

60

60

60

60

60

60

60

60

60

60

60

60 60 60 60 60 60 60 60 60 60 60

60 60 60 60 60 60 60 60 60 60 60

30 3030 30 30 30

30 3030 30 30 30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30 30

30 30

3030 3030

3030 30

7

6

5

1

3

4

DO

WNVOID

SE

ISM

IC S

EP

AR

AT

ION

CHIEF EXECUTIVE TEAM

MAYOR OFFICE

CEO OFFICE RECEPTION

MEETING ROOM

DRY SERVICES

ROOM

VOID VOID

MEZZANINE

MEETING ROOM

VOID

OFFICE

OFFICE

STAIR 2

WET SERVICES

ROOM

SE

RV

ICE

S

ST

AIR

MALE

LOCKERS

STORE ROOM VOID

LIFT

2000W x 1500D

BATHROOM


DB

:F1

DATA

SH

EE

T:

ST

AT

US

:

(HA

LF S

CA

LE a

tA

3)

JOB

NO

:

DA

TE

:

SC

ALE

:

RE

V:

PR

OJE

CT

:

CLIE

NT

:

AD

DR

ES

S:

SH

EE

T:

MA

ST

ER

TO

N:

06

Sheet List Structural Scheme Drawings Propping of ... · Reinforced concrete - circa 1954...

Documents

Transcript of Sheet List Structural Scheme Drawings Propping of ... · Reinforced concrete - circa 1954...