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W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A To Engineer 23-03-12B To Engineer 2 30-04-12C Progress Meeting 2 04-05-12D To Engineer 3 30-05-12E Car Deck Altered 01-06-12F House 1 Sign-off 14-06-12G BUILDING CONSENT 20-06-12H BC RFI 2 23-07-12I BC RFI 3 07-08-12j Changes to Engineer 09-01-13K TENDER ISSUE 1 01-02-13L BUILDING CONSENT 3 26-01-16M CLADDING AMENDMENT 08-03-18N Top Deck Enclosed 25-07-18O To Engineer 18-09-18P To Prenailer 08-11-18Q AMMENDMENT 13-11-18
Smoke Alarm
FFLRL +121.00
BO
UN
DA
RY
81040
8
92280
1040
E
F
E
F
9
2280
G G
H H
J J
10
10
11
11BOUNDARY
House 11:50 @ A1 1
Ground Floor Plan
ID2
ID2
ID1
ID1
ID2ID4
LaundryVinyl
2
3
4
5
6
7
8
910
11
12
1120
1120
CPD
StairsTimber
RumpusRoomCarpet
MasterBedroom
Carpet
Bedroom 1Carpet
1 A-2
.07
1
2
2
3A-2.08
3A-2.08
4A-2.08
4A-2.08
5A-2.09
5A-2.09
A C
BA-2.05
DA-2.06
W.R. ID5
W.R.
H1W1
H1W2
H1W3
H1W4
H1W5
H1ED2
DeckProfiledDecking
3180
3090
3956
4991
6304
2362
20°2650
20°
2650
A-2
.07
A-2
.07
A-2
.07
A-2
.05
A-2
.06
Timber Stair toExisting House
Timber Retaining wallas shown. Refer
House 1 Elevation A andEngineer's drawings
13A-6.03
14A-6.03
16A-6.03
26A-6.04
17A-6.03
67A-6.09
68A-6.09
ID6
2400
15A-6.03
Bathroom Type 1Tiles A-11.01
Bathroom Type 2Tiles A-11.02
2362
Smoke Alarm
FFLRL +124.00
TransitionedTimber Deck
Timber Stair toExisting House
Max 1:8 Gradient1:20 Gradient
8 92280
BO
UN
DA
RY
1040
E
F
10
8
1040
9
2280
10
11
11BOUNDARY
House 11:50 @ A1 2
First Floor Plan
11
12
13
14
15
16
10
7
8
9
6
17
18
19
20
21
Living RoomTimber Floor
DiningTimber Floor
GarageTile on Membrane
F P
KitchenTimber Floor
H1W9
H1W10
H1W6
H1W7
ID7
H1GD1
StairsTimber
1
1
2
2
3 3
4 4
5 5
A C
B
D
E
F
G G
H H
J J
3180
3090
3956
4991
6304
20°2650
20°
26501120
1120
6304
20°2650
A-2
.07
A-2.08 A-2.08
A-2.08 A-2.08
A-2.09 A-2.09
A-2.05
A-2.06
A-2
.07
A-2
.07
A-2
.07
A-2
.05
A-2
.06
New
VehicleC
rossing
Kerb &
Channel
H1W8
13A-6.03
14A-6.03
15A-6.03
14A-6.03
18A-6.03
27A-6.04
24A-6.04
25A-6.04
17A-6.03
Ø100dp
6000
Max 1:8 Gradient
400
Car Deck forExisting House
Ø100dp
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A To Engineer 23-03-12B To Engineer 2 30-04-12C Progress Meeting 2 04-05-12D To Engineer 3 30-05-12E Car Deck Altered 01-06-12F House 1 Sign-off 14-06-12G BUILDING CONSENT 20-06-12H BC RFI 2 23-07-12I BC RFI 3 07-08-12J Changes to Engineer 09-01-13K TENDER ISSUE 1 01-02-13L BUILDING CONSENT 3 26-01-16M CLADDING AMENDMENT 08-03-18N Top Deck Closed 25-07-18O To Engineer 18-09-18P To Prenailer 08-11-18Q AMMENDMENT 13-11-18
FFLRL +125.50
FFLRL +126.81
BOUNDARY
BO
UN
DA
RY
E
F
8 922801040
10
8
1040
9
2280
10
11
11
House 11:50 @ A1 3
Second Floor Plan
17
18
19
20
21
22
23
2425
26
27
28
29
30
31
Void to Living Below
H1ED3
StairsTimber
StairsTimber
1
1
2
2
3 3
4 4
5 5
A C
B
D
E
F
G G
H H
J J
3180
3090
3956
4991
2362
2650
6304
20°2650
A-2
.07
A-2.08 A-2.08
A-2.08 A-2.08
A-2.09 A-2.09
A-2.05
A-2.06
A-2
.07
A-2
.07
A-2
.07
A-2
.05
A-2
.06
H1W12
H1W11
FFLRL +125.50
FFLRL +125.680
14A-6.03
17A-6.03
19A-6.03
20°
Smoke Alarm
OfficeTimber Floor
Glass Balustrade 1000mm
H1W10
H1W14
BOUNDARY
BO
UN
DA
RY
E
F
8 922801040
10
8
1040
9
2280
10
11
11
House 11:50 @ A1
4
Roof Plan
26°
500 500 500 500 500 500 500 500 500 500 500 500 500
1
1
2
2
3 3
4 4
5 5
A C
B
D
E
F
G G
H H
J J
3180
3090
3956
4991
2362
20°
2650
6304
20°2650
A-2
.07
A-2.08 A-2.08
A-2.08 A-2.08
A-2.09 A-2.09
A-2.05
A-2.06
A-2
.07
A-2
.07
A-2
.07
A-2
.05
A-2
.06
Metal RoofSteel & Tube Hi Rib
Line of Footpath edge below
3°
Metal RoofSteel & Tube Hi Rib
BO
UN
DA
RY
81040
8
92280
1040
E
F
E
F
9
2280
G G
H H
J J
10
10
11
11BOUNDARY
House 11:50 @ A1 5
Ground Sub-floor Framing Plan
1120
1120
1
1
2
2
3
4 4
5 5
A C
B
D
H3.2 190 x 90 SG 8 Bearer
H3.2 190 x 90 SG 8 Bearer
H3.2 140 x 90 SG 8 Bearer
H3.2 190 x 90 SG 8 Bearer
H1.
2 19
0 x
45 S
G 8
Flo
or J
oist
s@
600
crs
over
H1.
2 19
0 x
45 S
G 8
Flo
or J
oist
s@
600
crs
over
H1.
2 19
0 x
45 S
G 8
Flo
or J
oist
s@
600
crs
over
H1.
2 19
0 x
45 S
G 8
Flo
orJo
ists
@ 6
00cr
s ov
er
BP
BP
OP
BP
AP 0P BP BP
BP BP BP
OP BP BP OP BP
OPOPOPOPOP
BP
BPOP
OPBP OP
H1.
2 2/
190
x 45
SG
8 F
loor
Joi
st o
ver
H1.
2 2/
190
x 45
SG
8 F
loor
Joi
st o
ver
H1.
2 2/
190
x 45
SG
8Fl
oor J
oist
ove
rH
1.2
2/19
0 x
45 S
G 8
Floo
r Joi
st o
ver
H1.
2 3/
190
x 45
SG
8Fl
oor J
oist
ove
rH
1.2
3/19
0 x
45 S
G 8
Floo
r Joi
st o
ver
H1.
2 19
0 x
45 S
G 8
Flo
orJo
ists
@ 6
00cr
s ov
erH
1.2
190
x 45
SG
8 F
loor
Jois
ts @
600
crs
over
0P
H1.
2 2/
190
x 45
SG
8 F
loor
Joi
st o
ver
H1.
2 2/
190
x 45
SG
8 F
loor
Joi
st o
ver
20°
6304
20°
A-2
.07
A-2.08
A-2.08 A-2.08
A-2.09 A-2.09
A-2.05
A-2.06
A-2
.07
A-2
.07
A-2
.07
A-2
.05
A-2
.06
1500
3180
3090
3956
4991
1500 1500
2650
2650
1500 1500 1500 1100
2362
1500
1100
1470
900900
2209
BP
OP
BP
H3.2 190 x 45SG 8 Floor Joists@ 400crs over
H3.
2 19
0 x
90 S
G 8
Bea
rer
H3.2 2/190 x 45SG 8 Floor Joist over
190x
45 S
G 8
Stri
nger
ove
r
BP BP
3072
18001800
BP
OP
BP
OP
BP BP
BP
BP
OP
H3.
2 24
0 x
90 S
G 8
Bea
rer
H3.
2 24
0 x
90 S
G 8
Bea
rer
H3.
2 24
0 x
90 S
G 8
Bea
rer
H4
190
x 90
SG
8 B
eare
rH
4 19
0 x
90 S
G 8
Bea
rer
18002562 1450
1450
1450
1450
H3.2 240 x 45 SG 8 @ 300crsFloor Joists over
H3.2 2/240 x 45 SG 8Floor Joist over
H3.2 2/240 x 45 SG 8 Floor Joist over
New
Veh
icle
Cro
ssin
g
Ker
b &
Cha
nnel
BP
BP
BP
BP BP
1150
1190
1150
1000
This pile for stairlanding only
This pile for stairlanding only11
50
H3.2 140x70SG8 Bearer to Landing
H3.2 140x70SG8 Bearer to Landing
124
125
123122
121
120 119
119125 124 123 122 121 120
BPBP18001800
OP
H1.2 3/190x45SG8 Joist over
H1.2 3/190x45SG8 Joist over
175
OP
OP
OP
OP
H3.2 2/240 x 45 SG 8 Floor Joist over 39
0
6000
H3.2 240 x 45 SG 8 @ 300crsFloor Joists over
H3.2 2/240 x 45 SG 8 Floor Joist over
BP
BP
BP
T.O.S RL +120.980
T.O.S RL +120.980
T.O.S RL +120.980
T.O.S RL +120.980
T.O.S RL +120.980
T.O.S RL +120.980
H3.2 90x90balusters @ 450crsto Eng. Design
H3.2 2/190 x 45SG 8 Floor Joist over
BP
H3.2 2/190 x 45SG 8 Floor Joist over
BP
BP
H3.2 190x90SG8 Bearer
1622
1623
1075
H3.2 290x45 stairstringers either side.Additional piles at baseto be determined onsite
11461035
OP
BP
1623
1245
1000FFLRL +121.00
BO
UN
DA
RY
81040
8
9140
1040
E
F
9
2280
G G
H H
J J
10
10 11BOUNDARY
House 1
1:50 @ A1 6Ground Floor Wall Framing Plan
ID2
ID1
ID1
ID2ID4
1120
1
1
2
2
3
4
5
A
B
D
H1W1
H1W2
H1W3
H1W4
H1W5
H1ED2
ID5
H3.
1 24
0 x
45 S
G 8
@ 3
00cr
sFl
oor J
oist
s ov
er
H1.
1 24
0 x
45 S
G 8
@ 6
00cr
s Fl
oor J
oist
s ov
er
H1.
240
x 4
5 S
G 8
@ 4
00cr
s Fl
oor J
oist
s ov
er
2/240x45 SG8 Lintel over
1402000 1800 90
2967
900
90
140
90
1200
1660
90
2950
140
950 96090
140
1041
2400
1628
1781
1100
1600
2000
1950
90
900140
62090
82090
90
140
1000
90
700
400 900 509
150
820
100
4582
0
90820
20°
1685
20°
176
H1.1 190 x 45 SG 8@ 450crs Floor Joists
A-2
.07
A-2.08
A-2.08
A-2.09
A-2.05
A-2.06
A-2
.07
A-2
.07
A-2
.07
A-2
.05
3180
3090
3956
4991
2650
2650
2362
H3.2 290 x 45SG 8 @ 400crs
Floor Joists over
T.O.S RL +123.980
T.O.S RL +122.668
T.O.S RL +123.980
T.O.S RL +123.980
2/140x45 SG8 Lintel over
Double Stud
65x4 SHS
65x4 SHS
2/240x45 SG8 Joist over
2/240x45 SG8 Joist over
H3.
2 24
0 x
45 S
G 8
Bea
rer e
ach
side
H3.
2 24
0 x
45 S
G 8
Bea
rer e
ach
side
H3.
2 24
0 x
45 S
G 8
Bea
rer e
ach
side
H3.
2 24
0 x
45 S
G 8
Bea
rer
H3.
2 24
0 x
90 S
G 8
Bea
rer
740
T.O.S RL +123.470
T.O.S RL +123.740
Note: Wall framing to comply with Engineer's Design andNZS3604:2011. Minimum Loadbearing stud framing to be:
All 140mm walls - 140x45mm SG8 studs @ 600crs
All 90mm walls - 90x90 SG8 studs @ 600crs
DWANGS - To be placed at 480mm max centres for verticalmetal corrugated and symmetrical trapezoidal claddings.
65x4 SHS
Tripple Stud
65x4 SHS
150
PFC
ove
r H1E
D3
150 PFC over within floor joists
1300
960
ID6
ID2
90
90
45
820
4582
0
Double Stud
65x4 SHSW A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A To Engineer 23-03-12B To Engineer 2 30-04-12C Progress Meeting 2 04-05-12D To Engineer 3 30-50-12E House 1 Sign-off 14-06-12F BUILDING CONSENT 20-06-12G BC RFI 2 23-07-12H BC RFI 3 07-08-12I Changes to Engineer 09-01-13J TENDER ISSUE 1 01-02-13K BUILDING CONSENT 3 26-01-16L RFI 09-05-16M To Engineer 18-08-18N AMMENDMENT 13-11-18
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A To Engineer 23-03-12B To Engineer 2 30-04-12C Progress Meeting 2 04-05-12D To Engineer 3 30-05-12E Car Deck Altered 01-06-12F House 1 Sign-off 14-06-12G BUILDING CONSENT 20-06-12H BC RFI 2 23-07-12I BC RFI 3 07-08-12J Changes to Engineer 09-01-13K TENDER ISSUE 1 01-02-13L BUILDING CONSENT 3 26-01-16M RFI 09-05-16N To Prenailer 07-11-18O AMMENDMENT 13-11-18
BOUNDARY
BO
UN
DA
RY
E
F
8 91040
10
8
1040
9
2280
10
11
11
E
F
G G
H H
J J
140 1402000
90
1120
2362
H3.1 150 x 90 Hyspan
BM
3 H
1.2
2/19
0x45
SG
8 B
eam
H1.2 140 x 45SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
BM2 200 PFC
H3.1 2/140 x 45 SG8 PERIMETER
H1.2 140 x 45SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
Window H1W11located directly above
window H1W7
450
Note: Purlins to comply with NZS3604:2011. Purlins laidon flat to be:
70x45 SG8 @ 900 centres fixed using 1/14gself-drilling type 17 screw 100mm long
DWANGS - To be placed at 480mm max centres for verticalmetal corrugated and symmetrical trapezoidal claddings.
4.0kN continuous steel striptension braces fixed to everyintersected rafters and top platepassed
House 11:50 @ A1 8
Second Floor & Roof Framing Plan
H1.
2 19
0 x
45 S
G8
Raf
ter
BM
4 H
1.2
2/19
0x45
SG
8BM1 150 PFC
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 19
0 x
45 S
G8
Raf
ter
150x90 HYSPAN
150x90 HYSPAN
H1.2 140 x 45SG8 Outrigger
H3.2 2/140 x 90 SG8 Rafter
H3.2 140 x 90 SG8 Rafter
H3.2 140 x 90 SG8 Rafter
H3.2 140 x 90 SG8 Rafter
H3.2 140 x 45SG8 Rafters
H1.2 90x90 SG8 LINTEL
H3.2 140 x 45SG8 Rafters
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 19
0 x
45 S
G8
Raf
ter
H1.
2 2/
190
x 45
SG
8 R
afte
rs
H1.2 2/140 x 45SG8 Outrigger
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H3.
1 2/
140
x 45
SG
8 R
afte
r
H1.2 140 x 45 SG8 Outrigger
H1.2 140 x 45 SG8 Outrigger
H1.2 140 x 45 SG8 Outrigger
H1.2 140 x 45 SG8 Outrigger
H1.2 140 x 45 SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
H1.2 140 x 45SG8 Outrigger
H3.1 140 x 45 SG8 Outrigger
H3.1 140 x 45 SG8 Outrigger
H3.1 140 x 45 SG8 Outrigger
H3.1 140 x 45SG8 Outrigger
H3.1 140 x 45SG8 Outrigger
H3.1 140 x 45SG8 Outrigger
H3.1 140 x 45SG8 Outrigger
H1.2 190x70 SG 8 LINTEL
H1.2 190x70 SG 8 LINTEL
H1.2 90x70 SG 8 LINTEL
H1.2 90x70 SG 8 LINTEL
H1.2 90x70 SG 8 LINTEL
140
450
45055
0
EQ
EQ
EQ
EQ
600
450
450
140
140
150
U.S.L. RL +129.610U.S.L. RL +129.610U.S.L. RL +129.610U.S.L. RL +129.610
U.S.L. RL +125.905
U.S.L. RL +125.905
U.S.L. RL +129.478
FFLRL +124.00
8 9B
OU
ND
AR
Y
1040
E
F
10
8
1040
9
2280
10
11
11BOUNDARY
House 11:50 @ A1 7
First Floor Wall Framing Plan
H1W9
H1W10
H1W6
H1W7
ID7
H1GD1
1
1
2
2
3 3
4 4
5 5
A C
B
D
E
F
G G
H H
J J
20°
200 PFC over
140 1402000 6304
20°
H1.
2 24
0 x
45 S
G 8
@ 2
00cr
s Fl
oor J
oist
s ov
er
FFLRL +124.00
140
1041
2400
2309
2200
1600
1000
1176
2967
900
90
140
90
1200
1660
1000
240 x 45 SG 8 Floor Joists over
2/24
0 x
45 S
G 8
Lin
tel o
ver
1000
1775
950 96090
1245
51090130 920
900
170
2660
350
Void Over
H1.2 190 x 45 SG 8@ 450crs Floor Joists
90
A-2
.07
A-2.08 A-2.08
A-2.08 A-2.08
A-2.09 A-2.09
A-2.05
A-2.06
A-2
.07
A-2
.07
A-2
.07
A-2
.05
A-2
.06
1120
1120
2650
2362
2650
T.O.S RL +126.790T.O.S RL +125.480
T.O.S RL +126.790
H1W8
Note: Wall framing to comply with Engineer's Design andNZS3604:2011. Minimum Loadbearing stud framing to be:
All 140mm walls - 140x45mm SG8 studs @ 600crs
All 90mm walls - 90x90 SG8 studs @ 600crs
DWANGS - To be placed at 480mm max centres for verticalmetal corrugated and symmetrical trapezoidal claddings.
65x4 SHS
200 UB 30
150
PFC
ove
r with
in fl
oor j
oist
s
150 PFC over within floor joists
65x4 SHS
200 UB 30
65x4 SHS
RL +124.00
RL +123.00
RL +122.00
RL +125.00
RL +126.00
RL +127.00
RL +128.00
RL +129.00
RL +121.00
RL +120.00
RL +119.00
RL +118.00
RL +130.00
GROUND AT BOUNDARY RL +121.00
RL +124.00
RL +125.50
RL +126.65
1:50 @ A1 9Elevation A
CAR DECK AT BOUNDARY
Timber Retaining wallalong boundary
indicated as dashed. SeeEngineer's Drawings
Inter-Storey Flashing to drain cavity
H1W2
H1W3
H1W6
H1W7
H1W11
H1GD1
H1ED3
69A-6.09
26°
Bevelback Cedarweatherboards
Extract fan duct
Steel & Tube Hi RibColorsteel Maxx Cladding
Vertical Shiplap CedarWeatherboards
3°
G H JE
RL +124.00
RL +123.00
RL +122.00
RL +125.00
RL +126.00
RL +127.00
RL +128.00
RL +129.00
RL +121.00
RL +120.00
RL +119.00
RL +118.00
RL +130.00
RL +121.00
RL +124.00
RL +125.50
RL +126.85
1:50 @ A1 10Elevation B
GROUND AT DRIVEWAY WALL BASE BEHIND
DRIVEWAY BEHIND
Inter-Storey Flashing to drain cavity
H1W1
H1W12
Bevelback Cedarweatherboards
Vertical ProfiledColorsteel Maxx Corrugate
H1W14
9 8
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A To Engineer 23-03-12B To Engineer 2 30-04-12C Progress Meeting 2 04-05-12D To Engineer 3 30-05-12E Car Deck Altered 01-06-12F House 1 Sign-off 14-06-12G BUILDING CONSENT 20-06-12H BC RFI 2 23-07-12I Changes to Engineer 09-01-13J TENDER ISSUE 1 01-02-13K BUILDING CONSENT 3 26-01-16L CLADDING AMENDMENT 08-03-18M CLADDING AMENDMENT 2 17-05-18N Top Deck Closed 25-07-18O To Engineer 18-09-18P To Prenailer 08-11-18Q AMMENDMENT 13-11-18
RL +124.00
RL +123.00
RL +122.00
RL +125.00
RL +126.00
RL +127.00
RL +128.00
RL +129.00
RL +121.00
RL +120.00
RL +119.00
RL +118.00
RL +117.00
RL +130.00
RL +121.00
RL +124.00
RL +125.50
RL +126.85
BO
UN
DA
RY
1:50 @ A1 11Elevation C
Inter-Storey Flashing to drain cavity
H1W4 H1ED2
H1W8 H1W10
Vertical ProfiledColorsteel Maxx Corrugate
Bevelback Cedarweatherboards H1W10
H1W9
H1W5
GHJ E
RL +124.00
RL +123.00
RL +122.00
RL +125.00
RL +126.00
RL +127.00
RL +128.00
RL +129.00
RL +121.00
RL +120.00
RL +119.00
RL +118.00
RL +130.00
RL +121.00
RL +124.00
RL +125.50
RL +126.85
BO
UN
DA
RY
GROUND AT BOUNDARY
1:50 @ A1 12Elevation D
Steel & Tube Hi RibColorsteel MaxxRoofing/Cladding Vertical Profiled
Colorsteel MaxxCorrugate
Bevelback Cedarweatherboards
8 9
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A To Engineer 23-03-12B To Engineer 2 30-04-12C Progress Meeting 2 04-05-12D To Engineer 3 30-05-12E Car Deck Altered 01-06-12F House 1 Sign-off 14-06-12G BUILDING CONSENT 20-06-12H BC RFI 2 23-07-12I Changes to Engineer 09-01-13J TENDER ISSUE 1 01-02-13K BUILDING CONSENT 3 26-01-16L CLADDING AMENDMENT 08-03-18M CLADDING AMENDMENT 2 17-05-18N Top Deck Closed 25-07-18O To Engineer 18-09-18P To Prenailer 08-11-18Q AMMENDMENT 13-11-18
RL +124.00
RL +123.00
RL +122.00
RL +125.00
RL +126.00
RL +127.00
RL +128.00
RL +129.00
BO
UN
DA
RY
E G H
RL +121.00
RL +124.00
RL +125.50
RL +126.81
1:50 @ A1 13Section 1
RL +121.00
RL +120.00
RL +119.00
RL +118.00
F JRL +130.00
Bedroom 1Carpet
BathroomTile
HallCarpet
CupboardCarpet
StairTimber
StairTimber
KitchenTimber
GarageH3.2 Ply
39A-6.06
Section 1 SAP takenat approx RL+120.0
2500
26°
1043
RL +129.61
RL +124.00
RL +123.00
RL +122.00
RL +125.00
RL +126.00
RL +127.00
RL +128.00
RL +129.00
BO
UN
DA
RY
EGH
RL +121.00
RL +125.50
RL +126.81
1:50 @ A1 14Section 2
RL +121.00
RL +120.00
RL +119.00
RL +118.00
FJ
45°
RL +130.00
Living RoomTimber
Dining RoomTimber
GarageH3.2 Ply
Bedroom 1Carpet
Rumpus RoomCarpet
Master BedroomCarpet
36A-6.05
22A-6.04
21A-6.04
40A-6.06
Section 2 SAP takenat approx RL+119.4
2500
RL +124.00
26°
1043
RL +129.61
23A-6.04
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A To Engineer 23-03-12B To Engineer 2 30-04-12C Progress Meeting 2 04-05-12D To Engineer 3 30-05-12E Car Deck Altered 01-06-12F House 1 Sign-off 14-06-12G BUILDING CONSENT 20-06-12H BC RFI 2 23-07-12I BC RFI 3 07-08-12J Changes to Engineer 09-01-13K TENDER ISSUE 1 01-02-13L BUILDING CONSENT 3 26-01-16M CLADDING AMENDMENT 08-03-18N To Engineer 18-09-18O To Prenailer 08-11-18P AMMENDMENT 13-11-18
RL +124.00
RL +123.00
RL +122.00
RL +125.00
RL +126.00
RL +127.00
RL +128.00
RL +129.00
RL +121.00
RL +120.00
RL +119.00
RL +118.00
RL +130.00
98
BO
UN
DA
RY
RL +121.00
RL +124.00
RL +125.50
RL +126.81
1:50 @ A1 15Section 3
Master BedroomCarpet
EnsuiteTile
StairTimber
Living RoomTimber
StairTimber
40A-6.06
32A-6.05
30A-6.05
38A-6.06
37A-6.06
39A-6.06
35A-6.05
H1W1
OfficeTimber
H1W12
RL +124.00
RL +123.00
RL +122.00
RL +125.00
RL +126.00
RL +127.00
RL +128.00
RL +129.00
RL +121.00
RL +120.00
RL +119.00
RL +118.00
RL +130.00
9 8
RL +121.00
RL +124.00
RL +125.50
RL +126.81
BO
UN
DA
RY
HallCarpet
Living RoomTimber
StairsTimber
35A-6.05
30A-6.05
32A-6.05
WardrobeCarpet
1:50 @ A1 16Section 4
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A To Engineer 23-03-12B To Engineer 2 30-04-12C Progress Meeting 2 04-05-12D To Engineer 3 30-05-12E House 1 Sign-off 14-06-12F BUILDING CONSENT 20-06-12G BC RFI 3 07-08-12H Changes to Engineer 09-01-13I TENDER ISSUE 1 01-02-13J BUILDING CONSENT 3 26-01-16K CLADDING AMENDMENT 08-03-18L To Engineer 18-09-18M To Prenailer 08-11-18N AMMENDMENT 13-11-18
RL +124.00
RL +123.00
RL +122.00
RL +125.00
RL +126.00
RL +127.00
RL +128.00
RL +129.00
RL +121.00
RL +120.00
RL +119.00
RL +118.00
RL +130.00
RL +121.00
RL +124.00
RL +125.50
RL +126.81
BO
UN
DA
RY
98
Bedroom 1Carpet
W.R.Carpet
GarageH3.2 Ply
39A-6.06
35A-6.05
33A-6.05
29A-6.05
28A-6.05
30A-6.05
31A-6.05
32A-6.05
1:50 @ A1 17Section 5
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A To Engineer 23-03-12B To Engineer 2 30-04-12C Progress Meeting 2 04-05-12D To Engineer 3 30-05-12E House 1 Sign-off 14-06-12F BUILDING CONSENT 20-06-12G Changes to Engineer 09-01-13H TENDER ISSUE 1 01-02-13I BUILDING CONSENT 3 26-01-16J CLADDING AMENDMENT 08-03-18K To Engineer 18-09-18L To Prenailer 08-11-18M AMMENDMENT 13-11-18
Flexible flashing tape over
head flashing
H3.1 50x20mm cavity battens
5
25 m
in
Ex200x25mm Bevelback
Cedar weatherboards
Aluminium head flashing with
stopends. 15° slope as
dimensioned
Air Seal
Flexible flashing tape over building
wrap dressed into reveal at corners
of window head opening
90 m
in
Proprietary Aluminium window/
door joinery
Horizontal Bevelback Weatherboards on Cavity1:5 @ A1 1
Typical Window/ Door Head Detail
R3.6 Pink Batts
140
Double top plates to all walls
Cavity closer
Rivet and seal head flashing
against window flange
10 m
in
H3.1 50x20mm cavity battens
Air Seal
Flexible flashing tape over building
wrap dressed into full width and up
100mm at jambs of opening sill
10 min
Flexible flashing tape over building
wrap dressed up jambs 100mm at sill
and to corners of head
H3.1 50x20mm cavity battens
Scriber cut to suit profile
and sealed to
weatherboards
20
Air Seal
Ex200x25mm H3.1 Bevelback pine
weatherboards
Ex200x25mm H3.1 Bevelback pine
weatherboards
Horizontal Bevelback Weatherboards on Cavity1:5 @ A1 2
Typical Window Sill DetailHorizontal Bevelback Weatherboards on Cavity
1:5 @ A1 3Typical Window Jamb Detail
R3.6 Pink Batts
R3.6 Pink Batts
Line of head flashing over.
Taken past scriber 20mm.
WANZ continuous
support bar
Timber batten to suit
profile tightly fitted behind frame
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
Flexible flashing tape over
head flashing
5
25 m
in
Colorsteel Corrugate Maxx
0.4BMT profiled metal cladding
0.55BMT Colorsteel folded metal
flashing with 15° slope. Close over
boxed out jamb flashing either end
Air Seal
Flexible flashing tape over building
wrap dressed into reveal at corners
of opening head
90m
in
Proprietary Aluminium window/
door joinery
Vertical Profiled Metal1:5 @ A14
Typical Window/ Door Head Detail
R3.6 Pink Batts8
min
Air Seal
Flexible flashing tape over building
wrap dressed into full width and up
100mm at jambs of opening sill
Vertical Profiled Metal1:5 @ A1 5
Typical Window Sill Detail
R3.6 Pink Batts
0.55BMT Colorsteel sill
flashing folded as shown with
8mm min. upstand to back
Compressible foam strip
10 min
Flexible flashing tape over building
wrap dressed up jambs 100mm at sill
and to corners of head
0.55 BMT Colorsteel folded
metal boxed out jamb flashing.
Note position of sill flashing
50
Continuous compressible
foam strip seal
Air Seal
Vertical Profiled Metal1:5 @ A1
6
Typical Window Jamb Detail
R3.6 Pink Batts
5
Colorsteel Corrugate Maxx
0.4BMT profiled metal cladding
Line of head flashing over
60
Colorsteel Maxx Corrugate
0.4BMT profiled metal cladding
Fold-up Stopends
both sides
Rivet and seal head flashing
against window flange
5
5
Extruded aluminium fixing
bracket
Continuous compressible
foam strip
H3.1 20mm jamb battens
finish clear of sill flashing
James Hardie Rigid Air Barrier 6mm to outside
face of all exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier 6mm to outside
face of all exterior timber framed walls
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A House 1 Sign-off 14-06-12B BUILDING CONSENT 20-06-12C BC RFI 2 23-07-12D TENDER ISSUE 1 01-02-13E BUILDING CONSENT 3 26-01-16F AMMENDMENT 13-11-18
Flexible flashing tape over
head flashing
H3.1 50x20mm cavity battens
8
25 m
in
APJ306 Vertical
Shiplap
weatherboards
Aluminium head flashing with
stopends. 15° slope as dimensioned
Air Seal
Flexible flashing tape over building
wrap dressed into reveal at corners
of opening head
90 m
in
Proprietary Aluminium window/
door joinery
Vertical Shiplap Cedar Weatherboard1:5 @ A1
7
Vertical Shiplap Cedar Weatherboard
R3.6 Pink Batts
Cavity closer
140
Rivet and seal head flashing
against window flange
H3.1 50x20mm cavity battens
Air Seal
Flexible flashing tape over building
wrap dressed into full width and up
100mm at jambs of opening sill
Vertical Shiplap Cedar Weatherboard
1:5 @ A1 8Typical Window Sill Detail
R3.6 Pink Batts
APJ306 Vertical
Shiplap weatherboards
10 min
Flexible flashing tape over building
wrap dressed up jambs 100mm at sill
and to corners of head
H3.1 50x20mm cavity battens
Continuous protective
seal with foam
bond breaker
20
Air Seal
Vertical Shiplap Cedar Weatherboard1:5 @ A1 9
Typical Window Jamb Detail
R3.6 Pink Batts
APJ306 Vertical Shiplap
weatherboards
Line of head flashing over.
Taken past window flange 20mm
5
5
10 m
in
WANZ continuous support bar
10x10mm foam tape
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
Flexible flashing tape over
head flashing
Horizontal drained Cav Bat System
8
10 m
in
Steel & Tube Hi-Rib Wall
Cladding
Aluminium head flashing with
stopends. 15° slope as dimensioned
Air Seal
Flexible flashing tape over building
wrap dressed into reveal at corners
of opening head
Proprietary Aluminium window/
door joinery
Typical Window Head Detail1:5 @ A1 10
Steel&Tube Hi Rib Cladding
R3.6 Pink Batts
140
Rivet and seal head flashing
against window flange
Air Seal
Flexible flashing tape over building
wrap dressed into full width and up
100mm at jambs of opening sill
Typical Window Sill Detail1:5 @ A1 11
Steel&Tube Hi Rib Cladding
R3.6 Pink Batts
10 min
Flexible flashing tape over building
wrap dressed up jambs 100mm at sill
and to corners of head
Continuous protective
seal with foam
bond breaker
55
Air Seal
Typical Window Jamb Detail1:5 @ A1 12
Steel&Tube Hi Rib Cladding
R3.6 Pink Batts
Line of head flashing over.
Taken past window flange 50mm
5
5
10 m
in
Stop End Sheet
10x10mm foam tape
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
ZED Flashing
Steel & Tube Hi-Rib
consealed clip
Horizontal drained Cav Bat System
Steel & Tube Hi-Rib Wall
Cladding
Steel & Tube Hi-Rib
consealed clip
Horizontal drained Cav Bat System
Steel & Tube Hi-Rib Wall Cladding
VHB Double Sided Tape
Jamb Over Flashing
Turn out edge of sheet
Rivet and Seal
75Jamb Under Flashing
75
Coloursteel Maxx
backflashing 100x100
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A House 1 Sign-off 14-06-12B BUILDING CONSENT 20-06-12C BC RFI 2 23-07-12D TENDER ISSUE 1E BUILDING CONSENT 3 26-01-16F AMMENDMENT 13-11-18G RFI 13-12-18
Bevelback Weatherboards on Cavity1:5 @ A1 13
Typical Weatherboards External Corner
R3.6 Pink Batts
Ex200x25mm
Bevelback Cedar
weatherboards
75x75mm 0.55BMT
corner under flashing
0.55BMT
Copper corner soaker
900
190
B
a
r
g
e
B
o
a
r
d
O
v
e
r
Ex50x20 H3.1 cavity battens
7575
40
Ex200x25mm
Bevelback Cedar
weatherboards
R3.6 Pink Batts
0.55BMT Colorsteel junction
flashing as dimensioned
Vertical Corrugate on 20mm Cavity1:5 @ A1 15
External Corrugate Corner - Acute Angle
Refer Detail 74 A-6.10 for 3D Flashing Construction1:5 @ A1 16
East Wingwall Plan Detail
Refer Detail 74 A-6.10 for 3D Flashing Construction1:5 @ A1 18
East Wingwall Internal Corner Junction
Plan Detail1:5 @ A1 17
Horizontal to Vertical Weatherboards Junction
R3.6 Pink Batts
Ex200x25mm
Bevelback Cedar
weatherboards
75x75mm 0.55BMT
Colorsteel corner
under flashing
0.55BMT Copper
corner soaker
Ex50x20 H3.1 cavity battens
1:5 @ A1 19Door Jamb Plan Detail
10 m
in 20
0.4BMT Coloursteel
Maxx Vertical Corrugate
100x100mm 0.55BMT
Colorsteel Maxx corner
under flashing
R3.6 Pink Batts
Bitumac 750 Roof underlay taken
down walls behind Hi Rib metal cladding
Steel & Tube 0.5BMT
Hi Rib Colorsteel Maxx
Cladding fixed in accordance
with manufacturer's instructions
H3.1 Ex50x20mm
cavity batten spaced to
suit fixings
140
H1.2 wall framing
H1.2 wall framing
H1.2 wall framing
Air seal
Flexible flashing tape
over building wrap
dressed into reveal
Continuous 0.55BMT folded Colorsteel
flashing to full height internal corner
75
CLD Structural Cavity Battens to Titan
Facade Panel 9mm paint finished Cladding
Titan Facade Panel 9mm fascia/ bargeboards
over cavity. Note 190mm dimension and
align with bargeboard over
0.55BMT Colorsteel
flashing 75x75mm
Tyvek Homewrap over ply
Turn up Cladding at
edged behind flashing.
Rivet and sealant fixed
75
40
50
50
75
0.55BMT Colorsteel Maxx
continuous Barge flashing
dimensioned as shown.
Steel & Tube 0.5BMT
Hi Rib Colorsteel Maxx
Cladding fixed in accordance
with manufacturer's instructions
H3.1 Ex50x20mm
cavity batten spaced to
suit fixings
Bitumac 750 Roof underlay taken
down walls behind Hi Rib metal cladding
Continuous 0.55BMT
folded Colorsteel flashing
min 75mm cover.
75
R3.6 Pink Batts
H1.2 wall framing
H1.2 timber framing
to exterior walls
H3.1 Ex50x20mm
cavity battens
Door jamb detail as per
typical window jamb detail
to weatherboard cladding
Air Seal
10mm Gib Fyreline
to both sides
10mm Gib Fyreline behind
ply to carpad facing wall
10mm Gib Fyreline
to both sides
Continuous compressible
foam strip seal
James Hardie Rigid Air
Barrier 6mm to outside face
of all exterior timber framed
walls
James Hardie Rigid Air
Barrier 6mm to outside face
of all exterior timber framed
walls
James Hardie Rigid Air Barrier 6mm to outside
face of all exterior timber framed walls
James Hardie Rigid Air
Barrier 6mm to outside face
of all exterior timber framed
walls
James Hardie Rigid Air
Barrier 6mm to outside face
of all exterior timber framed
walls
James Hardie Rigid Air Barrier
6mm to outside face of all exterior
timber framed walls
Junction on 20mm Cavity1:5 @ A1 14
Horizontal Weatherboard to Vertical Corrugate
2 crests minimum
0.55BMT Colorsteel
Maxx corner flashing
Ex200x25mm
Bevelback Cedar
weatherboards
Ex50x20 H3.1 cavity battens
APJ306 Vertical Shiplap
weatherboards
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A House 1 Sign-off 14-06-12B BUILDING CONSENT 20-06-12C BC RFI 1 21-06-12D BC RFI 2 23-07-12E BC RFI 3 07-08-12F TENDER ISSUE 1 01-02-13G BUILDING CONSENT 3 26-01-16H AMMENDMENT 13-11-18
Line of barge board over
to be aligned with garage
cladding face
10
40
190
Line of barge board over
to be aligned with garage
cladding face
286
40
50
900
Ba
rg
e B
oa
rd
O
ve
r
Ba
rg
e B
oa
rd
O
ve
r
1:5 @ A1 26West Wingwall Plan Detail
Internal Corner1:5 @ A1 25
Hi Rib to Vertical Weatherboard
Plan Detail1:5 @ A124
Hi Rib External CornerProprietary sectional garage
door
ASL Aluminium Garage
Door Surround or similar
powder coated
Line of head flashing over
Mohair weather strip
Flexible flashing tape over
building wrap to be
dressed into reveal
190
40
276
500.55BMT Colorsteel Maxx
continuous Barge flashing
dimensioned as shown.
Bitumac 750 Roof underlay taken
down walls behind Hi Rib metal cladding
H1.2 timber framing
to exterior walls
R3.6 Pink Batts
R2.4 Pink Batts to
90mm framed walls
0.55BMT Colorsteel Maxx
continuous Barge flashing
dimensioned as shown.
Titan Panel 9mm fascia/
bargeboards
over cavity. Note
190mm dimension and
align with bargeboard
over
Bitumac 750 Roof underlay taken
down walls behind Hi Rib metal cladding
Steel & Tube 0.5BMT
Hi Rib Colorsteel Maxx
Cladding fixed in accordance
with manufacturer's instructions
Steel & Tube 0.5BMT
Hi Rib Colorsteel Maxx
Cladding fixed in accordance
with manufacturer's instructions
R3.6 Pink Batts
H1.2 timber framing
to exterior walls
H3.1 Ex50x20mm
cavity batten spaced to
suit fixings
10mm Gib Fyreline
to both sides
1:5 @ A1 27Garage Door Jamb
10mm Gib Fyreline to
both sides
10m
in
Continous compressible
foam
sealer
James Hardie Rigid Air
Barrier 6mm
Flexible Sealant in Joint
70x19mm CLD
Structural Cavity
Batten
Titan Facade Panel 9mm
100x100 0.55BMT Colorsteel angle with
10x6mm foam tapes and back tape
Apply Continuous 6mm bead of Seal n
Flex -1 or Sikaflex 11FC adhesive
Sealant
Flexible Sealant in Joint
100x100 0.55BMT Colorsteel angle with
10x6mm foam tapes and back tape
James Hardie Rigid Air Barrier 6mm
to outside face of all exterior timber
framed walls
APJ306 Vertical Shiplap
weatherboards
APJ306 Vertical Shiplap
weatherboards
min 50
H3.1 Ex50x20mm
cavity batten spaced to
suit fixings
min 50
min
50
0.55BMT Custom folded Coloursteel
Maxx Cover Flashing.
Flashing notched
down into troughs
Position H1.2 Ex75x50mm
purlin to take fastener
through leading edge of flashing
Turn up troughs
to form stop end
0.55 BMT Colorsteel Maxx
flashing to match roof
Packer
Profiled Foam sealer
above purlin line
H3.1 joists to flat
roof structure as
per roof framing plan
Bitumac 750 Roof underlay
take over roof verge at ridge
2/ H3.1 90x45
continuous framing along
roof ridge/ verge line
Steel & Tube 0.5BMT
Hi Rib Colorsteel Maxx
Roofing fixed in accordance
with manufacturer's instructions.
78
Bitumac 750 Roof underlay taken
down walls behind Hi Rib metal cladding
Bitumac 750 Roof underlay
Steel & Tube 0.5BMT Hi Rib
Colorsteel Maxx Roofing fixed in accordance
with manufacturer's instructions.
250
Compressible profiled foam
sealer in all Ribs
0.55BMT Colorsteel
Maxx cladding top
flashing. Notched into
troughs and taken
under roof underflashing
125mm Box Gutter
Colorcote Aluminium
continuous spouting
stopended both sides
0.55BMT Colorsteel
Maxx roof underflashing
to discharge into gutter
75
50
min 200
90
min 200
10
1:5 @ A1 21Overhang Eave and Fascia
1:5 @ A1 22Overhang Eave and Fascia
1:5 @ A1 23Overhang Eave and Fascia
190
1:5 @ A1 20Overhang Eave and Fascia
Bitumac 750 Roof underlay
dressed over edge
Steel & Tube 0.5BMT
Hi Rib Colorsteel Maxx
Roofing fixed in accordance
with manufacturer's instructions.
Titan Panel 9mm
fascia/bargeboards
over cavity
9mm Titan Panel soffit lining to all
overhangs
75
40
5090
40
0.55BMT Colorsteel Maxx
continuous Barge flashing
dimensioned as shown.
Continuous Rib to
parallel
roof edge
Continuous compressed
foam strip
125mm Box Gutter
Colorcote Aluminium
continuous spouting
stopended both sides
Steel & Tube 0.5BMT
Hi Rib Colorsteel Maxx
Roofing fixed in accordance
with manufacturer's instructions.
9mm Titan
Panel soffit
lining to all
overhangs
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A House 1 Sign-off 14-06-12B BUILDING CONSENT 20-06-12C BC RFI 1 21-06-12D BC RFI 2 23-07-12E BC RFI 3 07-08-12F TENDER ISSUE 1 01-02-13G BUILDING CONSENT 3 26-01-16H AMMENDMENT 13-11-18
190
75
40
5090
40
10 503
50
10
Section Detail1:5 @ A1 36
Vertical Corrugate Cladding BottomSection Detail
1:5 @ A1 35Underside of House 175mm min to
unpaved ground
Section Detail1:5 @ A1 33
Vertical Weatherboards to Garage Soffit
1:5 @ A1 29Car Deck to Garage Entry
1:5 @ A1 28Garage Door Head
PVC HF1 Cavity closer
Titan Facade Panel
System 9mm
5
10 m
in
1:5 @ A130Roof Barge Board Verge
Aluminium head flashing with
stopends. 15° slope
ASL Aluminium Garage
Door Surround or similar
powder coated
Section Detail1:5 @ A1 31
Horizontal Weatherboard to Soffit 1:5 @ A1 32Eave Detail Gutter
Section Detail1:5 @ A1 34
Vertical Corrugate to Eave
210200
30
80
75
Flexible flashing tape
to head flashing
Proprietary sectional
garage door
0.55BMT Colorsteel Maxx
continuous Barge flashing
dimensioned as shown.
Steel & Tube 0.5BMT
Hi Rib Colorsteel Maxx
Roofing fixed in accordance
with manufacturer's instructions.
Bitumac 750 Roof underlay taken
down walls behind Hi Rib metal cladding
James Hardie Rigid Air Barrier 6mm to outside
face of all exterior timber framed walls
H1.2 Ex75x50mm purlins
@ max 900crs
R3.6C Pink Batts
to Skillion Metal Roof
50x50mm 0.5BMT
Colorsteel eave flashing
90
90
9mm Titan Panel soffit lining to all
overhangs
75
50
5090
Titan Panel 9mm
fascia/bargeboards
over cavity
0.55BMT Colorsteel gutter
over underlay on 12mm H3.1 Ply
90x50mm 0.5BMT
Colorsteel eave flashing
90 9mm Titan Panel soffit lining to all
overhangs
R3.6 Pink Batts
Steel & Tube 0.5BMT
Hi Rib Colorsteel Maxx
Roofing fixed in accordance
with manufacturer's instructions.
Bitumac 750
Roof underlay
20mm H3.2 ply to garage
floor Slope 1:200 towards
door. Take 12mm H3.2 ply
up sides of garage 100mm
R3.6C Pink Batts
H3.1 240x45 SG8
joists @ 300crs to
garage
12mm BD Ecoply ceiling to
bedroom directly below garage.
Butt jointed exposed screw
fixed
6mm Tile & Slate
underlay screw fixed onto
20mm Ply
H3.1 Timber battens
H3.1 timber bead to
underside of garage
R3.6 Pink Batts
Titan Panel 9mm
Soffit
30mm
H3.2 240x90 SG8
bearer housed into
piles 25mm and S.S M12
bolt fixed with washers
Flexible flashing tape over
end joist
Purpose made 3mm aluminium
plate as shown. Stopend both sides
behind garage door surround. Powdercoated
to match. Provide solid support under
Dress both membranes over lip
of aluminium sill plate. Place
25x25mm aluminium angle
over to protect edge
Proprietary sectional
garage door
20
H3.2 240x45 SG8
car deck joists
@ 300mm crs
to Engineer Design
H5 125x125mm Timber
Piles to Engineer Design
H3.2 Ex100x40mm
profiled decking
R3.6 Pink Batts
Cavity closer
40x10mm bevelled pine
skirting
R3.6 Pink Batts bulk
insulant to flooring
Untreated 20mm Ply flooring.
H3.2 Ply flooring below wet areas.
i.e. bathrooms,laundry, ensuite, garage
60 0.55BMT Colorsteel base flashing
to close-off vertical corrugate
R3.6 Pink Batts
40x10mm bevelled pine
skirting
Waterproofing Systems Ltd
duroQIK fast cure liquid rubber
membrane onto tile underlay
Schuler Ditra anti-fracture
uncoupling membrane laid
loose over membrane under
Tiles on Cemix Rubberflex
ceramic tile adhesive
12
Purpose shaped H3.2 timber
decking to create level entry
This cavity batten to be
H3.1 timber
James Hardie Rigid Air Barrier 6mm
Cavity closer
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
Stop End Sheet
Horizontal drained Cav Bat System
Steel & Tube Hi-Rib Wall
Cladding
Steel & Tube Hi-Rib
consealed clip
Ex200x25mm
Bevelback Cedar
weatherboards
Titan Panel 9mm
Soffit
APJ306 Vertical Shiplap
weatherboards
APJ306 Vertical Shiplap
weatherboards
Colorsteel Corrugate Maxx
0.4BMT profiled metal cladding
Steel & Tube Hi-Rib Wall
Cladding
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A House 1 Sign-off 14-06-12B BUILDING CONSENT 20-06-12C BC RFI 2 HOUSE 1 16-07-12D BC RFI 3 07-08-12E TENDER ISSUE 1 01-02-13F BUILDING CONSENT 3 26-01-16G AMMENDMENT 13-11-18
Additional building underlay
to extend to nearest lap above
8
1:5 @ A140
Interstorey Flashing to Drain Cavity
1:5 @ A1 38Entry Deck Connection to House
1:5 @ A1 37Entry Deck Balustrade
50
10
1:5 @ A1 39Weatherboard Cladding Bottom
175mm min to
unpaved ground
45°
850mm
100mm H3.1 cavity
spacers set to fall
0.55BMT Colorsteel 'Z'
interstorey continuous horizontal
flashing. Natural anodised finish
Line of garage wall cladding
behind. Terminate interstorey
flashing against
R3.6 Pink Batts
Ex200x25mm
Bevelback Cedar
weatherboards
Cavity closer
R3.6 Pink Batts
R3.6 Pink Batts bulk
insulant to floor
9mm Titan Panel to underside of joists
60
60
1000
mm
min
2525
H3.2 190x45 SG8 top rail
with Stainless Steel Lumberlok
Multigrip each side fixing to
baluster
H3.2 140x90 Baluster
as per Engineer's Set-out
2x M12 Stainless Steel bolts
with 50x50x3mm washers
H3.2 190X45 Joists @
300crs. Cantilevering 1m max
as shown in elevation A
BO
UN
DA
RY
3x M12 Stainless Steel bolts
with 50x50x3mm washers
EPDM washers and sealant to all
bolt penetrations. Position bolts
to sit under weatherboard lap
12
H3.2 90x90 timber members
to Engineer Design
Stainless Steel M12
180mm Coach Screw
Stainless Steel M12
180mm Coach Screw
H3.2 190x45mm blocking
to end and adjacent to every
baluster
Lumberlok Stainless Steel
strap brace over 1 Row blocking.
Refer Engineer's Details
Stained horizontal cedar slats
90x20mm to both balustrade
sides. 10mm spacing between
slats
5°
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
APJ306 Vertical Shiplap
weatherboards
APJ306 Vertical Shiplap
weatherboards
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A House 1 Sign-off 14-06-12B BUILDING CONSENT 20-06-12C BC RFI 2 23-07-12D BC RFI 3 07-08-12E TENDER ISSUE 1 01-02-13F BUILDING CONSENT 3 26-01-16G AMMENDMENT 13-11-18
FFLRL +121.00
BO
UN
DA
RY
BOUNDARY
House 11:50 @ A1 1
Ground Floor Plumbing Plan
GT
Ø10
0mm
Ø100mm
Ø100mmØ100mm
Ø10
0mmØ100mm
Ø10
0mm
Shr
B
WC
WM
TUB
DR
FFLRL +124.00
BO
UN
DA
RY
BOUNDARY
Ø100dp
WC
Bth
B
FWG
FWG
FW
S
DW
Ø50m
m
Ø50
mm
Ø65mm
Ø65
mm
Ø40mm
Ø40mmØ65mm
Ø65
mm
AAV
Ø100mm SS
Ø65mm TV
House 11:50 @ A1 2
First Floor Plumbing Plan
SP
125mm Spouting
Rangehood extract
New Ø25mmMDPE water feedfrom new tobypositioned adjacentto footpath
SP
Silt Trap beforeconnection tostormwater system
PLUMBING KEY
WC
Water Closet
Bth
Bath with shower over
B
Wash Hand Basin
WM
Washing Machine
DRDryer
DWDish Washer
SSink
GTGully Trap
Waste
Stormwater
Ventilation Ducting
Direct ducted
through wall
Field drains
Water Supply
300x300x400mm Silt
pit
FWGFloor Waste Gully
80x65 Floor
Waste Gully
FW
Floor Waste
ShrShower
Proprietary acrylic
shower and walls
RN Rainhead
Ardex 10805
(BT205)
rainhead & overflow
TUB
Washing Tub
TVTerminal Vent
Ø100mm Novacoil
in filter sock
AAV
Air Admittance
Valve
Rinnai Infinity ED250
External
REU-KM3237WD
Ø100dp
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A House 1 Sign-off 14-06-12B BUILDING CONSENT 20-06-12C TENDER ISSUE 1 01-02-13D BUILDING CONSENT 3 26-01-16E RFI 09-05-16F BC RFI 13-12-18
PLUMBING NOTES:The sanitary drainage and wastepipe systems shall be installed to satisfy compliancewith all relevant performances, provisions and conditions of AS/NZS 3500.2:2003 for thefollowing:
U e F oo - Se ion 9 Ins ion of A o e G oun E e e i e o n Conne ion of Fi u es Using D in gein i es
G oun F oo - 3 10 D in ge Design Un en e B n D ins
Please note:1. The 65mm minimum below floor level pipe sizing requirements of Unvented BranchDrains
2. All vents shall be taken off down stream of the last connection and second to lastconnection.
3. No connection shall be made at the restricted section of any graded drain or stack.
4. Overflow protection: Freewater from accidental overflow from sanitary fixtures orsanitary appliances must be disposed of in a way that avoids loss of amenity or damageto household units or other property. Refer E3.3.2.
5. Floor Waste Gullies shall be installed in compliance with AS/NZS3500.2:2003 Clauses4.6.7 and 4.6.8
6. The Overflow Relief Gully (ORG) is to be installed in compliance with AS/NZS3500.2Clause 4.6.6.6 and 4.6.6.7. A minimum height of 150mm shall be maintained betweenthe top of the overflow qully riser and the lowest fixture connected to the drain, and theminimum height between the top of the overflow gully riser, or the invert of the overflowpipe, and the surrounding ground surface level shall be 75mm, except where the gullyriser is located in a path or paved area.
7. Water services shall comply with New Zealand Building Code Clause G12/AS1 WaterServices. The delivered hot water temperature at any sanitary fixture used for personalhygiene shall not exceed 55°C.
8. The HWC relief valves shall discharge to approved positions. The pipework shall notdischarge into any galvanised steel safe tray or pipework.
9. The HWC's shall be installed to comply with manufacturer's instructions and the NZBCclause G12 water supplies.
10. Provide permanent unrestricted visual and physical access to the cylinder, the controland relief valves, and to the tundish drains for the valves.
11. Seismic restraints are to be installed to HWC including tensioning brackets.
12. The water heater is to be sited in accordance with the requirements of EnergyEfficiency H1/AS1 Clause 5.0 Hot Water Systems
13. The requirements of NZS4305 clause 3.2 Pipe - runs state the developed length ofpipe run allowable between HWC and the kitchen sink outlet are as set below:No in i e si e 10 15 20De e o e eng 25 12
14. Hot water pipework shall be thermally insulated to the kitchen sink.
15. Where polybutylene or similar pipe is used to pipe hot water from a water heater, thewater temperature shall be limited by an acceptable and approved method. Copperpipework shall be installed for hot water 1 metre to and from the hot water heater tocomply with G12/AS1.
16. Stormwater downpipes and drainage shall comply with the New Zealand BuildingCode Clause E1/AS1.
17. All surface water from outside surfaces including field drains from retaining walls anddrainage channels shall be collected into silt sump traps in an approved manner. Allwater shall be fully controlled, and in particular will not be able to cross any boundaryincluding onto neighbouring property or the footpath or road reserve. This excludes theuse of shallow sumps with less than 300mm settlement height below the outlet. Concreteand cast metal sumps and fittings shall be used in exposed areas and driveways. Allsurface water sumps or silt traps shall comply with NZBC Clause E1/AS1 Section 3.
18. Water sealed inception shall be required to isolate the private stormwater drain fromthe public stormwater system.
19. Ensure that the installed works comply with the relevant sections of the NZBCregarding secondary flow paths and floor heights and in particular Clause E1/VM Section4 and Clause E1/AS1 Section 2, and that external ground surfaces are able to becontoured so as to ensure that a drainage sump is not relied upon as safeguard fromflooding.
20. The mechanical ventilation for the bathrooms and laundry shall provide a minimumair change of 25 litres per second and should be wired to a switch incorporating a run-onsystem for a minimum of 5 minutes after the switch is turned off.
21. Any dryer in the laundry shall be ducted separately to the outside.
22. Any external vent/ grille outlets and flashings shall be installed to meet therequirements of NZBC clauses B2 Durability and E2 External Moisture and NZS3604:2011
PLUMBING KEY
WC
Water Closet
Bth
Bath with shower over
B
Wash Hand Basin
WM
Washing Machine
DRDryer
DWDish Washer
SSink
GTGully Trap
Waste
Stormwater
Ventilation Ducting
Direct ducted
through wall
Field drains
Water Supply
300x300x400mm Silt
pit
FWGFloor Waste Gully
80x65 Floor
Waste Gully
B
WC
Bth
WM
Shr
WC
B
S
DW
FWG
FWG
Ø100mm
Ø100mm
TV
Ø100mm
TUB
FW
Ø10
0mm
Ø10
0mm
Ø65
mm
Ø65mmAAV
Ø65mm
Ø50mm
Ø100mm
Ø65 Ø100mm Ø
50
Ø65mm
Ø100mm
Ø50
mm
Ø100mm
Ø50
mm
Ø65mm
FW
Floor Waste
ShrShower
Proprietary acrylic
shower and walls
RN Rainhead
Ardex 10805
(BT205)
rainhead & overflow
TUB
Washing Tub
TVTerminal Vent
Ø100mm Novacoil
in filter sock
AAV
Air Admittance
Valve
New Ø100mm stormwaterand soil sewers to connect
to laterals as proposed inSpencer Holmes LtdServices Design plan
drawing S11-0186-S1B
House 1NTS 3
House 1 Plumbing Schematic
Ø10
0mm
Rinnai Infinity ED250
External
REU-KM3237WD
GT
Ø10
0mm
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A House 1 Sign-off 14-06-12B BUILDING CONSENT 20-06-12C TENDER ISSUE 1 01-02-13D BUILDING CONSENT 3 26-01-16E BC AMMENDMENT 13-12-18
Flexible flashing tape over
head flashing
H3.1 50x20mm cavity battens
8
25 m
in
APJ306 Vertical
Shiplap
weatherboards
Aluminium head flashing with
stopends. 15° slope as dimensioned
Air Seal
Flexible flashing tape over building
wrap dressed into reveal at corners
of opening head
90 m
in
Proprietary Aluminium window/
door joinery
Vertical Shiplap Cedar Weatherboard1:5 @ A1
7
Vertical Shiplap Cedar Weatherboard
R3.6 Pink Batts
Cavity closer
140
Rivet and seal head flashing
against window flange
H3.1 50x20mm cavity battens
Air Seal
Flexible flashing tape over building
wrap dressed into full width and up
100mm at jambs of opening sill
Vertical Shiplap Cedar Weatherboard
1:5 @ A1 8Typical Window Sill Detail
R3.6 Pink Batts
APJ306 Vertical
Shiplap weatherboards
10 min
Flexible flashing tape over building
wrap dressed up jambs 100mm at sill
and to corners of head
H3.1 50x20mm cavity battens
Continuous protective
seal with foam
bond breaker
20
Air Seal
Vertical Shiplap Cedar Weatherboard1:5 @ A1 9
Typical Window Jamb Detail
R3.6 Pink Batts
APJ306 Vertical Shiplap
weatherboards
Line of head flashing over.
Taken past window flange 20mm
5
5
10 m
in
WANZ continuous support bar
10x10mm foam tape
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
Flexible flashing tape over
head flashing
Horizontal drained Cav Bat System
8
10 m
in
Steel & Tube Hi-Rib Wall
Cladding
Aluminium head flashing with
stopends. 15° slope as dimensioned
Air Seal
Flexible flashing tape over building
wrap dressed into reveal at corners
of opening head
Proprietary Aluminium window/
door joinery
Typical Window Head Detail1:5 @ A1 10
Steel&Tube Hi Rib Cladding
R3.6 Pink Batts
140
Rivet and seal head flashing
against window flange
Air Seal
Flexible flashing tape over building
wrap dressed into full width and up
100mm at jambs of opening sill
Typical Window Sill Detail1:5 @ A1 11
Steel&Tube Hi Rib Cladding
R3.6 Pink Batts
10 min
Flexible flashing tape over building
wrap dressed up jambs 100mm at sill
and to corners of head
Continuous protective
seal with foam
bond breaker
55
Air Seal
Typical Window Jamb Detail1:5 @ A1 12
Steel&Tube Hi Rib Cladding
R3.6 Pink Batts
Line of head flashing over.
Taken past window flange 50mm
5
5
10 m
in
Stop End Sheet
10x10mm foam tape
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
James Hardie Rigid Air Barrier
6mm to outside face of all
exterior timber framed walls
ZED Flashing
Steel & Tube Hi-Rib
consealed clip
Horizontal drained Cav Bat System
Steel & Tube Hi-Rib Wall
Cladding
Steel & Tube Hi-Rib
consealed clip
Horizontal drained Cav Bat System
Steel & Tube Hi-Rib Wall Cladding
VHB Double Sided Tape
Jamb Over Flashing
Turn out edge of sheet
Rivet and Seal
75Jamb Under Flashing
75
Coloursteel Maxx
backflashing 100x100
W A L K E R
A R C H I T E C T U R E &
D E S I G N
L T D
19/20 EGMONT STREET
PO BOX 27464
WELLINGTON 6141
64 4 3859307 P
64 4 3859348 F
A House 1 Sign-off 14-06-12B BUILDING CONSENT 20-06-12C BC RFI 2 23-07-12D TENDER ISSUE 1E BUILDING CONSENT 3 26-01-16F AMMENDMENT 13-11-18
