Sheet List Structural Scheme Drawings Propping of ... · Reinforced concrete - circa 1954...
Transcript of 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
Masterton District Council
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
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
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
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
Foundation Plan - Existing
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Ground Floor Plan Existing
Propping of Municipal Building Façade (Option B)
Civic Centre, 64 Chapel Street, Masterton
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
Unreinforced masonry - circa 1915
Reinforced concrete - circa 1954
Reinforced concrete column 9
Structural column S6
Suspended floor slab
Reinforced concrete (CD bld.) - 1984
9
S6
First Floor Framing Plan - Existing
1:200
PO Box 2113
Kuripuni
Masterton 5842
06-377 2541
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
First Floor Framing Plan - Existing
Propping of Municipal Building Façade (Option B)
Civic Centre, 64 Chapel Street, Masterton
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Proposed Foundation Plan
Propping of Municipal Building Façade (Option B)
Civic Centre, 64 Chapel Street, Masterton
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
Unreinforced masonry - circa 1915
Reinforced concrete - circa 1954
Reinforced concrete column 9
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Proposed Collector Plan
Propping of Municipal Building Façade (Option B)
Civic Centre, 64 Chapel Street, Masterton
1681 A
S5
A Draft Scheme
8/5/19JP
KEY:
Proposed:
460UB67 propped cantilever
410UB60 collector
Existing:
Unreinforced masonry - circa 1915
Reinforced concrete - circa 1954
Reinforced concrete column 9
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
Allow Heliflex tie brick to
concrete, 600 x 600 grid
typical
Allow Heliflex tie brick to
concrete, 600 x 600 grid
typical
PO Box 2113
Kuripuni
Masterton 5842
06-377 2541
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Proposed Sections
Propping of Municipal Building Façade (Option B)
Civic Centre, 64 Chapel Street, Masterton
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
Masterton District Council
X X
Xigo
X X
Structural Scheme Drawings
For
Seismic Strenthening of Municipal & Civil
Defence Buildings to 100% NBS (IL2)
(Option C)
For
Masterton District Council
At
Civic Centre, 64 Chapel Street, Masterton
Printed: 15/05/2019 1:39:14 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
Iss:Job №:
Cover Page
B1681
449
-
KEY:
Building Perimeter
Existing foundations
PO Box 2113
Kuripuni
Masterton 5842
06-377 2541
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Foundation Plan - Existing
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
1681 A
S1
A Draft Scheme
8/5/19JP
Foundation Plan - Existing
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
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Ground Floor Plan - Existing
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
Unreinforced masonry - circa 1915
Reinforced concrete - circa 1954
Reinforced concrete column 9
Structural column S6
Suspended floor slab
Reinforced concrete (CD bld.) - 1984
9
S6
First Floor Framing Plan - Existing
1:200
PO Box 2113
Kuripuni
Masterton 5842
06-377 2541
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
First Floor Framing Plan - Existing
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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:
Unreinforced masonry - circa 1915
Reinforced concrete - circa 1954
Suspended Floor Slab
Reinforced concrete (CD bld.) - 1984
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
First Floor Plan - Existing
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Roof Plan Existing
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Elevation Grid H - Existing
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
Unreinforced masonry - circa 1915
Reinforced concrete - circa 1954
Building element to be demolished
Reinforced concrete (CD bld.) - 1984
PO Box 2113
Kuripuni
Masterton 5842
06-377 2541
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Ground Floor Demolition Plan
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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:
Unreinforced masonry - circa 1915
Reinforced concrete - circa 1954
Suspended Floor Slab
Reinforced concrete (CD bld.) - 1984
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
First Floor Demolition Plan
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Proposed Foundation Plan
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
1681 B
S20
A Draft Scheme
8/5/19JP
B
Scheme for Pricing15/5/19
JP
Proposed Foundation Plan
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Proposed Ground Floor Plan
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
Scheme for Pricing15/5/19
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
12"x6" RSJ (Original)
g 18"x7" RSJ (Original)
h 12"x4" channel 31.11lb
i
18"x6" RSJ (Original)
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Proposed First Floor Framing Plan
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
Scheme for Pricing 15/5/19JP
Proposed First Floor Plan
1:200
PO Box 2113
Kuripuni
Masterton 5842
06-377 2541
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Proposed First Floor Plan
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
Scheme for Pricing 15/5/19JP
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Proposed Roof & Ceiling Plan
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
Scheme for Pricing15/5/19
JP
Section 3/S21 - Typical Frame Elevation
1:50
Section 5/S21
1:50
PO Box 2113
Kuripuni
Masterton 5842
06-377 2541
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Typical Frame Elevation
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
Scheme for Pricing 15/5/19JP
Section 4/S21 - Plant room support frame
1:50
PO Box 2113
Kuripuni
Masterton 5842
06-377 2541
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Plant Room Frame Elevation
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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
Scheme for Pricing15/5/19
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
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
Rev:
Sheet Number:
Job №:Title:
Project:
Rev. Date
Drawn
by
Typical CBF Elevation
Seismic Strenthening of Municipal & Civil Defence Buildings
to 100% NBS (IL2) (Option C)
Civic Centre, 64 Chapel Street, Masterton
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: MASTERTON CIVIC CENTRE
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 300HEXTRACT DUCTWORK
400W X 300H SUPPLYDUCTWORK
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: MASTERTON CIVIC CENTRE
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
400W X 300HEXTRACT DUCTWORK
400W X 300HEXTRACT DUCTWORK
400W X 300H SUPPLYDUCTWORK
400W X 300H SUPPLYDUCTWORK
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: MASTERTON CIVIC CENTRE
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
DC E F G H IJ K L M N O P
DO
WN
VOID
DRAWING TITLE: FIRST FLOOR ELECTRICAL WORK
DRAWING No: ESK013
PROJECT: MASTERTON CIVIC CENTRE
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: MASTERTON CIVIC CENTRE
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
Masterton District Council
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
20-10 L0. Floor Plan - Base Build Part 2 of 2 15/05/2019
20-11 L1. Floor Plan - Base Build Part 1 of 2 15/05/2019
20-12 L1. Floor Plan - Base Build Part 2 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
36-04 Proposed Section 2-2 15/05/2019
36-05 Proposed Section 3-3 15/05/2019
36-06 Proposed Section 4-4 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
64 Chapel Street, Masterton
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
Masterton District Council
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
24 Church Street, Masterton, P.O
Box 120
Suite 3, L2, 182 Vivian Street,
Wellington
www.silverwoodarchitects.co.nz [email protected]
1 : 200 at A1
11-02Existing Site Plan
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
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:
MASTERTON: 06 378 6332 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]
1 : 200 at A1
11-03Proposed Site Plan
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
Concept Design
REVISION SCHEDULEREF. DESCRIPTION DATE
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
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 :
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
64 Chapel Street, Masterton
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
Masterton District Council
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:
MASTERTON: 06 378 6332 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]
1 : 100 at A1
20-01L0. Existing Floor Plan
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
Concept Design
REVISION SCHEDULEREF. DESCRIPTION DATE
477
-
7
A B
6
5
1
3
2
4
DC E F G H IJ K L M N O P
36-011
36-011
36-021
36-021
AUDITORIUM MAIN STAGE
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:
MASTERTON: 06 378 6332 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]
1 : 100 at A1
20-02L1. Existing Floor Plan
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
Concept Design
REVISION SCHEDULEREF. DESCRIPTION DATE
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
AUDITORIUM MAIN STAGE
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 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:
MASTERTON: 06 378 6332 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]
1 : 100 at A1
20-03L0. Demolition Floor Plan
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
Concept Design
REVISION SCHEDULEREF. DESCRIPTION DATE
479
-
7
A B
6
5
1
3
2
4
DC E F G H IJ K L M N O P
36-011
36-011
36-021
36-021
AUDITORIUM MAIN STAGE
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
DEMOLISH ENTIRE TOWN
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 STAIR
DEMOLISH EXISTING STAIR
DEMOLISH EXISTING LIFT
DEMOLISH EXISTING STAIRS
REMOVE EXISTING STEEL FRAMED WINDOW FOR RE-USE
REMOVE ALL EXISTING SERVICES TO
MUNICIPAL, CIVIL DEFENCE & TOWN HALL
BUILDING FOOT PRINTS
READ ARCHITECTS DEMOLITION PLANS IN
CONJUNCTION WITH STRUCTURAL
ENGINEERS DEMOLITION DRAWINGS
SHEET:
STATUS:
(HALF SCALE at A3)
JOB NO:
DATE:
SCALE:
REV:
PROJECT:
CLIENT:
ADDRESS:
SHEET:
MASTERTON: 06 378 6332 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]
1 : 100 at A1
20-04L1. Demolition Floor Plan
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
Concept Design
REVISION SCHEDULEREF. DESCRIPTION DATE
480
-
7
A B
6
5
1
3
2
4
DC E F G H IJ K L M N O P
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 EXISTING CANOPY AT L1.
REMOVE ROOF HOODS OVER WINDOWS AT L1. & L2.
REMOVE ROOF HOODS OVER WINDOWS AT L1. & L2.
REMOVE EXISTING CANOPY AT L1.
REMOVE EXISTING PROFILE METAL ROOF CLADDING (CORRUGATE PROFILE)RETAIN EXISTING ROOF PURLINS
REMOVE ALL EXISTING SERVICES TO
MUNICIPAL, CIVIL DEFENCE & TOWN HALL
BUILDING FOOT PRINTS
READ ARCHITECTS DEMOLITION PLANS IN
CONJUNCTION WITH STRUCTURAL
ENGINEERS DEMOLITION DRAWINGS
DEMOLISH ENTIRE TOWN
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:
MASTERTON: 06 378 6332 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]
1 : 100 at A1
20-05L2. Demolition Roof Plan
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
Concept Design
REVISION SCHEDULEREF. DESCRIPTION DATE
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
L2. GROSS FLOOR AREA: 886m2
L1. SUSPENDED CEILING HEIGHT
3.2m
L2. SUSPENDED CEILING HEIGHT
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:
MASTERTON: 06 378 6332 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]
1 : 100 at A1
20-06L0. Proposed Floor Plan - Fitout
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
Concept Design
REVISION SCHEDULEREF. DESCRIPTION DATE
482
-
7
A B
6
5
1
3
2
4
DC E F G H IJ K L M N O P
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
L1. GROSS FLOOR AREA: 884m2
SITE AREA: 2,655m2
L2. GROSS FLOOR AREA: 886m2
L1. SUSPENDED CEILING HEIGHT
3.2m
L2. SUSPENDED CEILING HEIGHT
3.1m
SHEET:
STATUS:
(HALF SCALE at A3)
JOB NO:
DATE:
SCALE:
REV:
PROJECT:
CLIENT:
ADDRESS:
SHEET:
MASTERTON: 06 378 6332 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]
1 : 100 at A1
20-07L1. Proposed Floor Plan - Fitout
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
Concept Design
REVISION SCHEDULEREF. DESCRIPTION DATE
483
-
7
A B
6
5
1
3
2
4
DC E F G H IJ K L M N O P
36-031
36-031
36-061
36-061
36-041
36-041
36-051
36-051
INTERNAL GUTTERS NURAPLY 3PM GUTTER MEMBRANERE-FORM 17mm H3.2 CCA TREATED PLYWOOD LINING WIDTH 400mmFALL: 1:100 MIN
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
INTERNAL GUTTERS NURAPLY 3PM GUTTER MEMBRANERE-FORM 17mm H3.2 CCA TREATED PLYWOOD LINING WIDTH 400mmFALL: 1:100 MIN
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
NEW ALUMINIUM HORIZONTAL LOUVRE SOLAR SHADE
NEW ALUMINIUM HORIZONTAL LOUVRE SOLAR SHADE
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:
MASTERTON: 06 378 6332 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]
1 : 100 at A1
20-08L2. Proposed Roof Plan
M1918
15/05/2019
64 Chapel Street, Masterton
Seismic Strengthening and Office
Fit-Out to MDC Municiple & CD
Building
Masterton District Council
Concept Design
REVISION SCHEDULEREF. DESCRIPTION DATE
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
TWO WAY FIRE RATED WALL 140mm TIMBER STUD WALLGIB SYSTEM: GNT134 (STC 48)
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
64 Chapel Street, Masterton
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
Masterton District Council
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
TWO WAY FIRE RATED WALL 140mm TIMBER STUD WALLGIB SYSTEM: GNT134 (STC 48)
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
64 Chapel Street, Masterton
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
Masterton District Council
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
TWO WAY FIRE RATED WALL 140mm TIMBER STUD WALLGIB SYSTEM: GNT134 (STC 48)
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