A2riversidepark.co.nz/pdf/sample-plans.pdf · 225 2 455 225 2 455 225 2 455 225 2 100 225 2 650 225...
Transcript of A2riversidepark.co.nz/pdf/sample-plans.pdf · 225 2 455 225 2 455 225 2 455 225 2 100 225 2 650 225...
4 5
00
g.t.
g.t.DN40 1:40
air add. valve
DN40 1:40
DN40 1:40
DN32 1:20
DN32 1:20
DN40 1:40
DN100 1:60
DN32 1:20
DN100 1:60
DN40 1:40
75x50 d.p.
75x50 d.p. 75x50 d.p.
uP
VC
100 d
ia S
ew
er
Lin
e, 1
:120 f
all
uPVC 100 dia Sewer Line, 1:120 fall
uPVC 100 dia Stormwater Line, 1:120 fall
uPVC 100 dia Stormwater Line, 1:120 fall
Jacq
ues W
ay
Vesper Lane
Sealed Driveway
100mm below F.F.L.
Fall
i.p
i.p
i.p
i.p
Kerb
& C
han
nel
Kerb & Channel
8050 arc
Sewer & Stormwater lines toconnect to mains at street
Outdoor Living Court
40m² Min.
Service Court
F.FL. +41.125 (225mm
ABOVE C.G.L.)
Patio Area
100mm below F.F.L.
29° Recession Plane
(21.92) bdy
34°
Reces
sio
n P
lan
e
40.90S I T E D E T A I L S:
Lot. No. 54.
D.P. No. xxxxxx.
Site Area: 462m²
Building Coverage: 183.00m²
Site Coverage: 39.61%
N O T E S:
F.F.L. +225mm minimum above ground
level at all points unless otherwise stated
Areas, measurements and site levels
subject to final survey
Building foundation is based on a clear
level site
K E Y:
Proposed Stormwater: 100mm dia
Proposed Sewer: 100mm dia
Terminal Vent: t.v. 80Ø o
Downpipe: 80Ø d.p.o
Gully Trap: g.t.
Vented Soil Stack: s.s. O
Inspection Point: i.p. O
P L U M B I N G & D R A I N A G E :
Plumbing & Drainage design to G13/AS1
Sanitary Plumbing & G13/AS2 - Drainage
32mm dia - 1:20 Gradient
40mm dia - 1:40 Gradient
100mm dia - 1:60 Gradient
100mm dia - S/water 1:120 G13/AS2
100mm dia - Sewerr 1:120 G13/AS2
Indicates Existing Levels -
40.90 41.00
Sediment fences shall be constructed using
'MACCAFERRI SILTFENCE' as shown dashed on the
site plan and pinned in place using temporary metal
spikes to allow temporary removal for vehicle or
material access when necessary. The sediment
control fence shall be immediately reinstated
afterwards. Refer to Sediment control guide in
specifications for other suggestions to control
sediment run-off.40.90
40.90
KB
40.4
0
KB
40.4
25
KB 40.455
40.90
5715
g.t.
75x50 d.p.
t.v. 80Ø
8030
1800
1300
16600 5320 1300
1800
2635
07990
8350 arc
4080
5195
5435
23670
N
S U
N R
I S
E
S U
N S
E T
W I N T E R
S U M M E R
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Co
nsen
t
Dra
win
gs
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
1
SITE /
SERVICES
PLAN
1:200
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
S I T E / S E R V I C E S P L A N
scale 1:200
SAMPLE PLANS ONLY
1 3
00
x2 0
00
810 e
xt.
1 300x2 0002 1
00
x3 6
00
2 1
00
x3 6
00
910csl
4.5m Garage Door
760
810
1.8
x2.3
2psl
1.8
x2.3
2psl
610
910FD350SL
760
1 300x2 000
1 000x600 1 300x1 000 1 000x600
810
810
1 500x400
1 500x400
1 500x2 000
710csl
810
1 500x2 400
1 300x2 000
760
810
1 300x2 000
610
1 300x2 0001 300x2 000
g/m
1 300x2 000
2.34 sq m
4.69 sq m
6.16 sq m4.75 sq m
178.7 sq m
550
150 3 620 150
750
90
2 2
00
90
90
1 0
40
90
270
90
11 1
70
90
410
90
9 4
90
90
910
90 9
0910
90
400 9
0
902
70 9
0550
90
12 4
60
90
1 2
00
90
3 0
20
90
1 2
00
90
3 0
00
90
3 0
00
90
410 90
18 680
90
410
903 20090550901 000901 800901 500901 100902 3701404 100901 700
18 680
1 700 90 3 920 90
90
90 1 500 90 600 90 1 310 90 2 480 90
40
90 5 730 90
410
90
350
3 3
90
350
140
500
140
600
1 700
4 6
40
3 4005501 7304 570
150
920
150
4 100
1 9
10
2 6
20
600
1 9
10
2 0
90
1 9
10
5 6
00
2 4
10
2 0
90
7 6
00
3 4
00
1 1
00
7 6
00
3 4
00
1 1
00
1 2
20
4 0
00
4 0
90
1 2
20
3 5
10
3 4005501 7301 1001 4408002 5004 100
3 5901 2502 0501 2503 5604 100
WC
ENTRY
BATHENS
BEDROOM 2
BEDROOM 3
HALL
GARAGE
LDY
LOUNGE
LIVING
DINING
BEDROOM 1
WIR
Garage door beam by Pre-Cutter
600w boxed cove
as shown dashed
2.755h ceiling height to living
Gas metre
position
Cove line as
shown dashed
Smoke
Detector
Building Area -
183.15m² o/veneer
Dryer vented to exterior
via Manrose XF150S
800x600
Manhole
Insulate between
house & garage
Kitchen design by others
shelv
ing
2.100h Bulkhead
Insulate between
house & garage
KITCHEN
2.755h ceiling height to dining
shelv
ing
3.055h ceiling
height to entry
COVERED
AREA
Sta
cker
Slid
er
Cove line as
shown dashed
2.100h Solid
Gib Wall
STOREshelving
50th
k F
eatu
re R
ecess
Escea IB850 with power flue
(flue as shown dashed)
Sta
cker
Slid
er
2/290x45
2/2
90x
45
190thk wall
140thk wall
600x400 Metre
bix position
2.4h Door Unit
2.3
00h
Cavity
Slid
er
Building Area Over Frame -
2.100h Bulkhead Over
2 x Velux 550 x 700
FS 101 skylight
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
FLOORPLAN
1:100
2
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
F L O O R P L A N
scale 1:100
SCHEDULE OF TIMBER TREATMENT
These drawings are to be read in conjunction with NZS
3604: 1999 July 2006 Amendment 2. Note: All timbers
with treatment level H3 or above shall use Stainless
steel fixings. All timber grading shall be MSG8 grading
unless specified.
Chemfree-
Framing protected from the weather and above ground
(not subfloor framing) Roof and ceiling framing. Low
risk interior wall framing. Intermidiate interior floor
framing. Roof trusses / purlins.
H1.2-
Framing protected from the weather, above ground with
the possibility of exposure to moisture. Skillion roof
above 10° framing with lined soffits. Exterior walls
protected from the weather. Wall framing.
H3.1-
Framing exposed to intermittent moisture, above
ground but protected from weather by an approved
paint system or cladding. Wall and floor framing at risk
to wet areas. Exterior painted posts and beams.
Enclosed lintels and posts supporting enclosed
balconies. Enclosed balcony ply and joists. Balustrade
framing. Cavity battens.
WET AREA TREATMENT
Bathroom's, wc's, laundries and kitchen's to have H3.1
treated bottom plate.
Tank all shower enclosures to 2000mm with Ardex or
similar.
Tank all wet area floors 150mm up walls and 150mm
above bath with Ardex or similar.
SMOKE DETECTORS
Battery powered smoke alarms shall provide a hush
facility having a minimum duration of 60 seconds.
Smoke alarms shall have a test facility located on the
smoke alarm ( readily accessible to building
occupants).
Smoke alarms shall be listed or approved by a
recognized authority as complying with NZBC F7.
A smoke alarm must be located within 3.0m of every
sleeping space door and additional smoke alarms must
be located in each space that must be passed through
to get to a safe place.
SAMPLE PLANS ONLY
225
2 4
55
225
2 4
55
225
2 4
55
225
2 1
00
225
2 6
50
225
2 4
55
- Safety GlazingS/G
- Safety GlazingS/G
S/G S/G
S/G
50thk Hebel Powerpanel on
25mm Rondo batten system
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
HEBEL
Powder coated aluminium
joinery with grooved reveals
50thk Hebel Powerpanel on
25mm Rondo batten system
Powder coated aluminium
joinery with grooved revealsSelected Colorsteel sectional
garage door
135h Linea weatherboard cladding
on cavity battens, paint finish
Classic Stone veneer fixed
to Hebel powerpanel
Proprietary Colorsteel
fascia & gutter system
28° Colorsteel longrun roofing
material on trusses @ 900 c/c
Max
50thk Hebel Powerpanel on
25mm Rondo batten system
240 x 240mm, 50thk Hebel
Powerpanel column
240 x 240mm, 50thk Hebel
Powerpanel column
135h Linea weatherboard
cladding on cavity battens,
paint finish
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
3
ELEVATIONS
1:100
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
E L E V A T I O N A
scale 1:100
E L E V A T I O N B
scale 1:100
E L E V A T I O N C
scale 1:100
E L E V A T I O N D
scale 1:100
28° Colorsteel longrun roofing
material on trusses @ 900 c/c
Max
Proprietary Colorsteel
fascia & gutter system
R I S K M A T R I X Risk Area 'C'
low medium high very high
Wind Zone 0
No of Storeys 0
Roof/Wall 0
Eaves Width 0
Building Envelope 0
Decks & Balconies 0
TOTAL 0
R I S K M A T R I X Risk Area 'D'
low medium high very high
Wind Zone 0
No of Storeys 0
Roof/Wall 0
Eaves Width 0
Building Envelope 0
Decks & Balconies 0
TOTAL 0
R I S K M A T R I X Risk Area 'A'
low medium high very high
Wind Zone 0
No of Storeys 0
Roof/Wall
Eaves Width 1
Building Envelope 3
Decks & Balconies 0
TOTAL 4
R I S K M A T R I X Risk Area 'B'
low medium high very high
Wind Zone 0
No of Storeys 0
Roof/Wall 5
Eaves Width 0
Building Envelope 1
Decks & Balconies 0
TOTAL 6
2 x Velux 550 x 700
FS 101 skylight
600 x 400 Metre Box Reticulated gas water unit
75thk Hebel Powerpanel on
35mm Rondo batten system
(refer to detail on sheet 11)
Refer to Isometric in specification
of Valley/downpipe speader detail
for raised entry
SAMPLE PLANS ONLY
ENTRYBEDROOM 1 WIR
Trusses @ 900 c/c Max. designed in accordance
with manufacturers specifications
70
022
5
22
5
28°
28°
20
96 t
o u
/s o
f lin
tel
24
55 t
o u
/s o
f tr
uss
21
00
22
00 t
o u
/s o
f b
ulk
hea
d
30
55 t
o u
/s o
f tr
uss
2000
600 o/hang
LOUNGEBEDROOM 1 WIR
Trusses @ 900 c/c Max. designed in accordance
with manufacturers specifications
30
55
22
5
22
5
28°2
8°
600 o/hang
600 o/hang
20
96 t
o u
/s o
f lin
tel
24
55 t
o u
/s o
f tr
uss
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Co
nsen
t
Dra
win
gs
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
CROSS
SECTION
4
1:50
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
C R O S S S E C T I O N A - A
scale 1:50
C R O S S S E C T I O N B - B
scale 1:50
CONSTRUCTION / MATERIAL SCHEDULE
These drawings are to be read in conjunction with any
supplementary engineer's documentation.
- All foundation construction to comply with NZS 3604:1999
and local building bylaws
- All timber treatments to comply with NZS 3602: 2003.
- All structural timber and lintel grading shall be MSG8
unless specified.
Roofing:
10. Colorsteel longrun roofing at 28° with self support
roofing underlay.
11. 68x45mm H1.2 treated Purlins @ 900 c/c Max. with 2/
100x3.75 skewed nails fixing.
12. Proprietary Colorsteel Fascia.
13. Proprietary Colorsteel gutter with brackets at 900 c/c
14. 75x50mm Colorsteel downpipes.
Exterior Joinery:
20. Powder coated aluminium exterior window and door
joinery with double glazing, unless otherwise stated on
drawings. (single glazed to garage)
21. Powder coated flush panel entrance door with powder
coated aluminium joinery unit.
22. Colorsteel sectional garage door with 2 x Auto remotes.
Cladding:
30. 50thk Hebel Powerpanel on 25mm Rondo batten system.
31. 90x90 Laminated H3.1 Timber Posts
32. 135h Linea weatherboard cladding on 45x18 H3.1 cavity
battens, paint finish.
33. Classic Stone cladding on 7.5thk Etepan backing on
45x18 H3.1 cavity battens.
Linings, Insulation & Flooring:
40. 68x31 H1.2 Timber ceiling battens at 600 c/c
41. 13mm Gib standard plasterboard fixed with approved
fixings and to manufacturer's specifications.
42. 10mm Gib standard plasterboard with approved fixings
and to Manufacturer's specifications.
43. R2.6W Pink Batts to External walls.
44. R3.6C Pink Batts to Ceiling.
45. 4.5mm James Hardie soffit lining on 68x31 H3.1 battens
or sprockets as required.
Roof Framing:
50. Roof trusses to be Chemfree treated (H1.2 to skillon
ceilings & gable trusses) at 900mm max centres refer to
Truss Manufacturer’s producer statement. Fixing to be 2/
100x3.75 skewed nails + 1 wire dog at each truss to top
plate intersection.
51. Girder truss location, lintels supporting girder truss to
be sized by Truss Manufacturer.
Wall Framing:
60. Exterior wall 90x45mm Chemfree treated (H3.1 to
chimney framing & wall supporting shelf angles) timber
studs at 600mm dwangs at 800mm max centres unless
otherwise stated.
61. Interior wall 90x45mm Chemfree treated timber studs at
600mm dwangs at 800mm max centres unless otherwise
stated.
62. Building wrap to be Tyvec with 150mm laps.
Floor Slab & Foundation:
70. 100mm thick 20 MPa concrete slab with 665 mesh on
DPM on 150mm compacted hardfill, no floor insulation to
garage
71. Continuous Strip foundation 240mm wide Min. 500mm
deep below E.G.L. 20 MPa concrete foundation with 2xD16
reinforcing rods and D10 starters at 600c/c overlapping 665
mesh in slab by 600mm.
72. 2xD12, 1.2m long supplementary reinforcing bars to
internal corners.
73. 240x240mm by 500mm deep 20MPa concrete foundation
to post
74. Floor slab shrinkage control joints to give a max. ratio of
2:1 and a max. length of 6m and to be cut while slab is still
green. Control joints positioned under walls where possible.
SAMPLE PLANS ONLY
FAMILY ENTRY LOUNGE GARAGE
Trusses @ 900 c/c Max. designed in accordance
with manufacturers specifications
225
28°
600 o/hang
2200
to u
/s o
f bu
lkhea
d
2200
to u
/s o
f bu
lkhea
d
3055
to u
/s o
f tr
uss
2424
2755
to u
/s o
f tr
uss
2096
to u
/s o
f lin
tel
Table 8.18 - Fixing of top plate of wall to supporting members
such as studs and lintels @ 600mm crs.
Fixing Type Fixing to resist uplift Capacity of alterative
fixing (kN)
A 2/100 x 3.75 skewed nails 0.7
B 2/100 x 3.75 skewed nails + 1 wire dog 2.7
C 2/100 x 3.75 skewed nails + 2 wire dog 4.7
D 2/100 x 3.75 skewed nails + 3 wire dog 6.7
Table 8.19 - Nailing schedule for hand driven and power driven nails
Top plate 150 x 40mm to 100
x 50mm and top plate to lintel
Lintel to trimming stud
Stud plate
LINTELS FIXINGS TO LINTELS OVER 1.300m TO PREVENT UPLIFT ARE TO COMPLY WITH NZS3604 Fig 8.12
BOTTOM FIXING
- Min. M12 bolt with 50x50x3 washer to concrete floor.
- 6kN stud anchor OR 25 x 1mm strap taken under plate and 150 on each side of stud, with 6/30 x 3.15mm nails into each
side of stud.
- Three sets of 2/90x3.33 nails. Trimmer stud to understud.
TOP FIXING
- 6kN stud anchor OR 25 x 1mm strap with 6/30 x 3.15mm nails on one side only into both lintel and stud, or a 7.5kN
connection.
- 25 x 1mm strap taken over top plate and 150 on each side of lintel, with 6/30 x 3.15mm nails into each side of lintel.
100 x 3.75 2 @ 500mm crs 90 x 3.3 4 (skewed nails)
90 x 3.15 3 (end nailed)
100 x 3.75 4(skewed nails) 90 x 3.15 3 (end nailed)
or 75 x 3.15 2(end nailed)
100 x 3.75 2(end nailed)) 75 x 3.06 4(skewed nails)
or 75 x 3.15 4(skewed nails) 90 x 3.15 3(end nailed)
Joint Length (mm) x Number and Length (mm) x Number and
diameter (mm) Location diameter (mm) Location
and any type and any type
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
C R O S S S E C T I O N C - C
scale 1:50
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
CROSS
SECTION
5
1:50
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
SCHEDULE OF TIMBER TREATMENT
These drawings are to be read in conjunction with NZS
3604: 1999 July 2006 Amendment 2. Note: All timbers with
treatment level H3 or above shall use Stainless steel
fixings. All timber grading shall be MSG8 grading unless
specified.
Chemfree-
Framing protected from the weather and above ground (not
subfloor framing) Roof and ceiling framing. Low risk
interior wall framing. Intermidiate interior floor framing.
Roof trusses / purlins.
H1.2-
Framing protected from the weather, above ground with the
possibility of exposure to moisture. Skillion roof above 10°
framing with lined soffits. Exterior walls protected from the
weather. Wall framing.
H3.1-
Framing exposed to intermittent moisture, above ground
but protected from weather by an approved paint system or
cladding. Wall and floor framing at risk to wet areas.
Exterior painted posts and beams. Enclosed lintels and
posts supporting enclosed balconies. Enclosed balcony ply
and joists. Balustrade framing. Cavity battens.
WET AREA TREATMENT
Bathroom's, wc's, laundries and kitchen's to have H3.1
treated bottom plate.
Tank all shower enclosures to 2000mm with Ardex or
similar.
Tank all wet area floors 150mm up walls and 150mm above
bath with Ardex or similar.
CONSTRUCTION / MATERIAL SCHEDULE
These drawings are to be read in conjunction with any
supplementary engineer's documentation.
- All foundation construction to comply with NZS 3604:1999
and local building bylaws
- All timber treatments to comply with NZS 3602: 2003.
- All structural timber and lintel grading shall be MSG8 unless
specified.
Roofing:
10. Colorsteel longrun roofing at 28° with self support roofing
underlay.
11. 68x45mm H1.2 treated Purlins @ 900 c/c Max. with 2/
100x3.75 skewed nails fixing.
12. Proprietary Colorsteel Fascia.
13. Proprietary Colorsteel gutter with brackets at 900 c/c
14. 75x50mm Colorsteel downpipes.
Exterior Joinery:
20. Powder coated aluminium exterior window and door
joinery with double glazing, unless otherwise stated on
drawings. (single glazed to garage)
21. Powder coated flush panel entrance door with powder
coated aluminium joinery unit.
22. Colorsteel sectional garage door with 2 x Auto remotes.
Cladding:
30. 50thk Hebel Powerpanel on 25mm Rondo batten system.
31. 90x90 Laminated H3.1 Timber Posts
32. 135h Linea weatherboard cladding on 45x18 H3.1 cavity
battens, paint finish.
33. Classic Stone cladding on 7.5thk Etepan backing on 45x18
H3.1 cavity battens.
Linings, Insulation & Flooring:
40. 68x31 H1.2 Timber ceiling battens at 600 c/c
41. 13mm Gib standard plasterboard fixed with approved
fixings and to manufacturer's specifications.
42. 10mm Gib standard plasterboard with approved fixings
and to Manufacturer's specifications.
43. R2.6W Pink Batts to External walls.
44. R3.6C Pink Batts to Ceiling.
45. 4.5mm James Hardie soffit lining on 68x31 H3.1 battens or
sprockets as required.
Roof Framing:
50. Roof trusses to be Chemfree treated (H1.2 to skillon
ceilings & gable trusses) at 900mm max centres refer to Truss
Manufacturer’s producer statement. Fixing to be 2/100x3.75
skewed nails + 1 wire dog at each truss to top plate
intersection.
51. Girder truss location, lintels supporting girder truss to be
sized by Truss Manufacturer.
Wall Framing:
60. Exterior wall 90x45mm Chemfree treated (H3.1 to chimney
framing & wall supporting shelf angles) timber studs at
600mm dwangs at 800mm max centres unless otherwise
stated.
61. Interior wall 90x45mm Chemfree treated timber studs at
600mm dwangs at 800mm max centres unless otherwise
stated.
62. Building wrap to be Tyvec with 150mm laps.
Floor Slab & Foundation:
70. 100mm thick 20 MPa concrete slab with 665 mesh on DPM
on 150mm compacted hardfill, no floor insulation to garage
71. Continuous Strip foundation 240mm wide Min. 500mm
deep below E.G.L. 20 MPa concrete foundation with 2xD16
reinforcing rods and D10 starters at 600c/c overlapping 665
mesh in slab by 600mm.
72. 2xD12, 1.2m long supplementary reinforcing bars to
internal corners.
73. 240x240mm by 500mm deep 20MPa concrete foundation
to post
74. Floor slab shrinkage control joints to give a max. ratio of
2:1 and a max. length of 6m and to be cut while slab is still
green. Control joints positioned under walls where possible.
Lintel Fixings:
All lintels to be fixed to
trimming studs using
table 8.19 NZS3604. If
otherwise stated eg (x)
refer to table 8.18
NZS3604.
Stud Fixings:
All studs to be
connected to top &
bottom plates using type
'B' fixings as per table
8.18 NZS3604.
SAMPLE PLANS ONLY
G.T
G.T G.T
2/D12
@ 1
200
long
2/D12 @
1200 long
2/D12 @
1200 long
20 544
2 200
2 3
00
220
3 7
00
220
220 3 180 655
590
6404 760640
20 544
4 010 400 1 370 910 1 400 2 480 6 040 500
17 110
1 2
90
3 3
30
7 4
70
500
12 5
90
360
640
1 4
90
5003 9305 9806 700
17 110
500
9 8
00
1 0
00
11 3
00
2 2
90
3 180220
1 700
220
Note:
1) All dimensions over veneer. Allow 50mm veneer &
25mm cavity. Hebel to overhang 10mm.
2) No construction joints / shrinkage control joints
under marked tile areas.
3) The maximum plan dimension of concrete between
construction joints / shrinkage control joints is 3m, 6m if
665 mesh to slab
4) Supplementary reinforcing to internal corners to
comply with NZS 3604 1999 clause 7.5.8.6.2
5) Contractor to consult manufacturers documentation
to determine the correct location for all wastes
positioned through floor slabs.
W/C location indicated on plan has assumed a 160mm
offset form internal frame line, please consult
manufacturers documentation to confirm offset
75x50 d.p.
w/c riser
Allowance for pipe in slab for
power to kitchen island bench unit
25mm rebate to floor slab
75x50 d.p.
75x50 d.p.
75x50 d.p.
w/c riser
w/c
ris
er w/c riser
450 x 450 x 600d
footing for columns
(refer to detail)
450 x 450 x 600d
footing for columns
(refer to detail)
columns
colu
mn
s
SLAB CORNER REINFORCEMENT
NOTE: - ALL WORK SHALL COMPLY WITH NZS 3604:1999.
- NO BARS WHERE FLOOR CUTS OCCUR AT CORNERS.
2/D12 BARS 1.2m LONG
PLACED IN FLOOR SLAB TO
ALL INTERNAL CORNERS.
FLOOR CUTS @
3.0m CRS. MAX.
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
F O U N D A T I O N P L A N
scale 1:100
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
FOUNDATION
PLAN
6
1:100
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
SAMPLE PLANS ONLY
A
C
E
D
M N PO Q
B
P2
GS1A
2.0
M3
SP2
0.75
M2
SP2
0.75
M1
SP1
0.9
Q2
GS1A
3.0
Q1
BL1
1.3
A3
BL1
0.6
A1
BL1
0.75
A2
BL1
0.75
D1
SP1
0.9
E1
BL1
0.6
E2
BL1
0.6
C2
GS1A
4.1
C1
BL1
0.5
O1
BL1
1.2
P3
GS1A
1.9
N1
BL1
1.6
P1
GS1A
5.6
O2
GS1A
2.0
D2
SP2
0.6
B2
GS1A
3.6
B1
GS1A
2.0
D3
BL1
0.8
WET
AREA
WET
AREA
2/190x45 2/190x45
2/140x45 2/140x45 2/140x45
2/190x45
2/1
90
x45
2/1
40
x45
Garage door beam by Pre-Cutter
2/190x45
2/140x45
2/140x45
2/140x452/290x45
2/2
90
x45
2/2
90
x45
2/290x45
2/190x45
2/2
90
x45
Bracing plan to be read in
conjunction with supplementry
bracing schedule
1.8
GS1A
A1
Element type
Element name
Element length
Table 8.18 - Fixing of top plate of wall to supporting members
such as studs and lintels @ 600mm crs.
Fixing Type Fixing to resist uplift Capacity of alterative
fixing (kN)
A 2/100 x 3.75 skewed nails 0.7
B 2/100 x 3.75 skewed nails + 1 wire dog 2.7
C 2/100 x 3.75 skewed nails + 2 wire dog 4.7
D 2/100 x 3.75 skewed nails + 3 wire dog 6.7
Table 8.19 - Nailing schedule for hand driven and power driven nails
Top plate 150 x 40mm to 100
x 50mm and top plate to lintel
Lintel to trimming stud
Stud plate
LINTELS FIXINGS TO LINTELS OVER 1.300m TO PREVENT UPLIFT ARE TO COMPLY WITH NZS3604 Fig 8.12
BOTTOM FIXING
- Min. M12 bolt with 50x50x3 washer to concrete floor.
- 6kN stud anchor OR 25 x 1mm strap taken under plate and 150 on each side of stud, with 6/30 x 3.15mm nails into each
side of stud.
- Three sets of 2/90x3.33 nails. Trimmer stud to understud.
TOP FIXING
- 6kN stud anchor OR 25 x 1mm strap with 6/30 x 3.15mm nails on one side only into both lintel and stud, or a 7.5kN
connection.
- 25 x 1mm strap taken over top plate and 150 on each side of lintel, with 6/30 x 3.15mm nails into each side of lintel.
100 x 3.75 2 @ 500mm crs 90 x 3.3 4 (skewed nails)
90 x 3.15 3 (end nailed)
100 x 3.75 4(skewed nails) 90 x 3.15 3 (end nailed)
or 75 x 3.15 2(end nailed)
100 x 3.75 2(end nailed)) 75 x 3.06 4(skewed nails)
or 75 x 3.15 4(skewed nails) 90 x 3.15 3(end nailed)
Joint Length (mm) x Number and Length (mm) x Number and
diameter (mm) Location diameter (mm) Location
and any type and any type
Gib Braceline one face fixed
vertical or horizontal
10mm Gib Standard
plasterboard one face, fixed
horizontal or vertical
10mm Gib Standard
plasterboard both sides,
fixed horizontal or vertical
Gib Braceline one face fixed
vertical or horizontal
GS1a
GS2
BL1
BL1a
diagonal brace
N/A
hold-downs
diagonal brace
hold-downs
Type Lining Requirement Additional
Requirement
BRACING KEY BRACING KEY
Lining RequirementType Additional
Requirement
Gib Braceline one face fixed
horizontal or vertical, 7.0mm
plywood on the otherBLP hold-downs
NOTE:
ALL BRACING PANEL ARE TO BE
FIXED IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS
AND COMPLY WITH NZS 3604:1999.
BLG
Gib Braceline one face, 10MM
Gib Standard on the other face,
linings fixed horizontal or vertical
hold-downs
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
BRACING /
LINTEL PLAN
7
1:100
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
Lintel Fixings:
All lintels to be fixed
to trimming studs
using table 8.19
NZS3604. If otherwise
stated eg (x) refer to
table 8.18 NZS3604.
Stud Fixings:
All studs to be
connected to top &
bottom plates using
type 'B' fixings as per
table 8.18 NZS3604.
note: ALL LINTELS IN
ACCORDANCE WITH N.Z.S
3604:1999 AND ARE TO BE
CONFIRMED BY PRE-CUTTER
BEFORE CONSTRUCTION
COMMENCES
B R A C I N G / L I N T E L P L A N
scale 1:100
SAMPLE PLANS ONLY
25
100
Outline of concrete rebate to floor slab
shown dashed
Sectional garage door
200 x 40mm H3.2 timber grade garage door reveal
Continuous Air Seal to perimeter of frame
10mm Gib with level 4 plaster finish to interior.
Tyvek building paper returned into opening
90x45mm H3.1 treated frame with studs at 600mm
max centres and dwangs at 800mm max centres.
Cavity flashing
75mm thk Hebel Powerpanel on Rondo battens
fixed to frame with 14 -10 x 90mm bugle head
screw
Garage Door Jamb Detail
scale 1:5
Extra purlin to provide foot support only, do
not fix to ridge capping. may be omitted
Standard A1/Edged roll top ridge &
Hip flashing
Turn-down to suit roofing profile
130
Ridge flashing purpose made
to match roof pitch
Ridge Capping detail
scale 1:10
Stopend
Screw fixing
Width of ridge flashing as per NZBC E2AS1 Table 7 -
(a) 130mm: In low, medium or high wind zones, where roof pitch is 10°
or greater (X or Z values).
(b) 200mm: For all roof pitches in very high wind zones, For all wind
zones where roof pitch is less than 10° (X or Z values).
68x45mm Chem-Free timber purlin @ 900
c/c Max. to be fixed to truss with 2/
100x3.75 skewed nails and 1 wire dog
Colorsteel longrun roofing over self
supproting building paper as per specification,
purlins to manufacturers specification
R2.6 Insulation batts to external walls
except to garage as specified.50mm thk Hebel Powerpanel on Rondo
battens fixed to frame with 14 -10 x
90mm bugle head screw
90x45mm H3.1 treated frame with studs
at 600mm max centres and dwangs at
800mm max centres.
Tyvek building paper to cavity.
min floor level above
sealed ground
10mm Gib with level 4 plaster finish to interior.
M12 Hold down bolts with 50x50x3mm washers
at 900mm max centres and a min of 300mm from
exterior wall coners
DPC
20MPa 100mm concrete slab with 665 reinforcing
mesh over 250 micron vapour barrier on 150mm min
depth clean well compacted hardfill.
250 wide 20Mpa concrete foundation min. 300mm
into ground or to solid bearing.
2 D16 reinforcing bars tied with D10 starters at
600mm max centres and extending 600mm min
into slab
min floor level above
unsealed ground
min to ground bearing soil
600
50
0 M
in. b
elo
w E
.G.L
.22
5 o
r 15
0
250
Min. external cover to reinforcement :
Against ground 75mm
Against formwork 50mm
Top cover to mesh 30mm
Hebel Powerpanel Foundation Detail
scale 1:10
68x45mm Chem-Free timber purlin @ 900
c/c Max. to be fixed to truss with 2/
100x3.75 skewed nails and 1 wire dog
Hardisoffit on 65x31mm H1.2
treated soffit bearers
Pack to soffit with Hebel
Adhesive (5mm gap)
Metal fascia and spouting system
as per specification.
10 mm overhang
Colorsteel longrun roofing over self supproting
building paper as per specification, purlins to
manufacturers specification
Trusses and roofing members to be designed
and fabricated by approved manufacturer
'RONDO' metal ceiling battens to be on clips fixed to
underside of trusses at 600mm max centres lined with
13mm Gib Board
Roof space to be insulated with R3.6 insulation batts,
except to garage
90x45mm H3.1 treated frame with studs at
600mm max centres and dwangs at 800mm max
centres.
R2.6 insulation batts to external walls except to garage
Tyvek building paper returned into opening
10mm Gib with level 4 plaster finish to interior.
50mm thk Hebel Powerpanel on Rondo battens
fixed to frame with 14 -10 x 90mm bugle head
screwHebel Powerpanel Soffit Detail
scale 1:10
250
mm
Ma
x.
DPC between panel and
foundation rebate
Rebate and bottom of panel
and lower 20mm of panel face
coated with DPM
* Dimensions suitable for 25m²
catchment at 12°. For larger
catchments or lower pitches
design as for internal gutter.
140x25 H3.1 gutter support boards on
trusses and fixed to stop end batten
Roofing wrap continuous under gutter if
copper based treatments are used
68x45mm Chem-Free timber purlin @ 900
c/c Max. to be fixed to truss with 2/
100x3.75 skewed nails and 1 wire dog
Underlay carried over edge of gutter
Overall valley gutter
width 250mm min
Colorsteel longrun roofing over self supproting
building paper as per specification, purlins to
manufacturers specification
Clearance between
roofing 50mm Min.
80mm Min.
20
50
mm
Min
.
Valley Flashing Detail
scale 1:10
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
As Marked
8
DETAILS
SAMPLE PLANS ONLY
Acrylic top coat to continue over
sealer
Dra
ined a
nd V
ente
d C
avi
ty
25mm thk Steel Rondo batten
Movement control joint
Tyvek building paper
Nominal 25mm square vertical
batten to prevent paper/wrap from
tearing under suction pressure
Hebel External Corner Detail
scale 1:10
Hebel Internal Corner Detail
scale 1:10
89x34x0.55 BMT galv. cold
roll steel studs
Movement control joint
R2.6 Insulation batts to external walls
except to garage as specified
89x34x0.55 BMT galv. cold
roll steel studs
25mm thk Steel Rondo batten
Coating system
Approved sealant and backing rod
50mm thk Hebel Powerpanel on
Rondo battens fixed to frame with
14 -10 x 90mm bugle head screw
10mm Gib with level 4 plaster
finish to interior.
50mm thk Hebel Powerpanel on
Rondo battens fixed to frame with
14 -10 x 90mm bugle head screw
10mm Gib with level 4 plaster
finish to interior.
R2.6 Insulation batts to external walls
except to garage as specified
Coating system
Approved sealant and backing rod
Tyvek building paper
Pipe protruding from framing space
Backing rod and approved sealant all
around pipe. Sealant installed after first
layer of coating
Butynol rubber disc with undersize hole
pushed on to pipe. Locate so that disc
pushes against the rear of the panel
Cut square of flexible flashing tape with
tape bandage around pipe, similar to
NZBC Fig. 68
Note: This detail is only required if the pope continues into the frame space. Other pipes
only require sealant and backing rod to the face of the panel
10
mm
50mm thk Hebel Powerpanel on
Rondo battens fixed to frame with
14 -10 x 90mm bugle head screw
10mm 'Gib' standard wall linings on
90x45 H3.1 timber frame
Pipe Penetration Detail
scale 1:5
Adhesive used to build up top of panel behind
sill block
10° slope
Sill block glued to panel (optional) (Raised 1
- 2mm above panel at rear)
DPC sill tray flashing fastened to top of sill and
bent over behind panel and over batten
14 - 10 x 90mm bugle head screw
12 - 11 x 25mm hex head batten screw
Waterproof membrane on sill
Approved sealant
15° Min.
Sill Detail - Hebel
scale 1:5
75thk Hebel Powerpanel fixed on framing to 25mm
steel Rondo batten
90x45mm H3.1 treated frame with studs at
600mm max centres and dwangs at 800mm max
centres.
R2.6 Insulation batts to external walls except to
garage as specified
Tyvek building paper returned into opening
10mm Gib with level 4 plaster finish to interior.
Headl Detail - Hebel
scale 1:5
DPC flashing
14 - 10 x 90mm bugle head screw
12 - 11 x 25mm hex head batten screw
Approved sealant
50thk Hebel Powerpanel fixed on framing to 25mm
steel Rondo batten
90x45mm H3.1 treated frame with studs at
600mm max centres and dwangs at 800mm max
centres.
R2.6 Insulation batts to external walls except to
garage as specified
Tyvek building paper returned into opening
10mm Gib with level 4 plaster finish to interior.
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
DETAILS
9
As Marked
SAMPLE PLANS ONLY
14 - 10 x 90mm bugle head screw
50mm thk Hebel Powerpanel on Rondo
battens fixed to frame with 14 -10 x
90mm bugle head screw
90x90 H3.1 Lam. timber post
Tyvek building paper to cavity.
min floor level above
sealed ground
Bowmac B197 bracket fixed via 2/M12 Galv.
bolts with 50x50x3mm washers. Cast insitu into
conc. footing
250 wide 20Mpa concrete foundation min. 300mm
into ground or to solid bearing.
4 D16 reinforcing bars tied with D10 starters at
600mm max centres and extending 600mm min
into slab
min floor level above
unsealed ground
min to ground bearing soil
60
0 M
in. b
elo
w E
.G.L
.22
5 o
r 15
0
450
Min. external cover to reinforcement :
Against ground 75mm
Against formwork 50mm
Top cover to mesh 30mm
Hebel Powerpanel Column Foundation Detail
scale 1:10
10 mm overhang
250
mm
Ma
x.
DPC between panel and
foundation rebate
Rebate and bottom of panel
and lower 20mm of panel face
coated with DPM
50mm thk Hebel Powerpanel on Rondo
battens fixed to frame with 14 -10 x
90mm bugle head screw
Scriber as required by linea
weatherboard cladding system
(optional)
Galv. 'L' flashing to block off
cavity space
25mm thk Steel Rondo batten
Approved sealant and backing rod
Stud located for termination
of cladding
Panel behind adjacent cladding to be
coated with bitumastic paint
Internal Corner Flashing Detail
scale 1:5
135h Linea weatherboard on
45x18 H3.1 cavity battens over
90x45 H3.1 treated studframe
with building paper between
Closed Cavity
90x45mm H3.1 treated frame
with studs at 600mm max
centres and dwangs at 800mm
max centres.
R2.6 Insulation batts to external walls
except to garage as specified
10mm Gib with level 4 plaster
finish to interior.
Kick-Out Flashing Detaill - Hebel
scale 1:10
10
Note: Spouting to stop 110mm clear of wall framing.
Area behind end of spouting to be coated prior to fitting
spouting
100 x 50 x 1.5mm galv base angle
to seal cavity space
Stop spouting 10mm clear
of finished wall cladding
Tapered stopend to divert
apron flashing water into gutter.
Sealant details as for
penetration
Hebel Panel fixed to framing on
steel batten
Building paper/wrap fixed externally
to studs over apron flashing and
base angle
Profiled roof cladding, refer to
cross section and details for pitch
Coloursteel apron flashing lapped
up behind Hebel Cladding
Fall
50mm thk Hebel Powerpanel on
Rondo battens fixed to frame with
14 -10 x 90mm bugle head screw
25mm thk Steel Rondo batten
Meter Box Flashing Detail
scale 1:10
Bottom flashing to drape over batten
Flashing profile on sides and bottom.
sealant & backing rod on all sides
DPC flashings sealed on to all four
sides of metre box. Note that head
flashing must extend past full width
of side flashings
Meter box
Render or acrylic basecoats to finish
against sealant and top acrylic coat to
continue over sealer
10 m
m n
om
.
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
DETAILS
10
As Marked
SAMPLE PLANS ONLY
Colorsteel longrun roofing over self supproting
building paper as per specification, purlins to
manufacturers specification
75 m
in
cover
35
Apron Flashing Detail
scale 1:10
James hardie uPVC vent strip, mitre at
corners
Self drilling screw c/w embossed washer
Cladding with wrap over metal flashing
5mm max. gap
25mm wide cont strip. H3.1 treated
timber
135h Linea weatherboard on 48x18
H3.1 cavity battens over 90x45 H3.1
treated studframe with building paper
between
68x45mm Chem-Free timber purlin @ 900
c/c Max. to be fixed to truss with 2/
100x3.75 skewed nails and 1 wire dog
135h Linea weatherboard on 48x18
H3.1 cavity battens over 90x45 H3.1
treated studframe with building paper
between
Powder coated metal back flashing
14 - 10 x 90mm bugle head screw
12 - 11 x 25mm hex head batten screw
10° Min.
Sill Detail - Hebel / Linea Junction
scale 1:5
75thk Hebel Powerpanel fixed on framing to 25mm
steel Rondo batten
90x45mm H3.1 treated frame with studs at
600mm max centres and dwangs at 800mm max
centres.
R2.4 Insulation batts to external walls except to
garage as specified
Tyvek building paper returned into opening
10mm Gib with level 4 plaster finish to interior.
James hardie uPVC vent strip, mitre at
corners
25mm wide cont strip. H3.1 treated
timber
50mm thk Hebel Powerpanel on Rondo
battens fixed to frame with 14 -10 x 90mm
bugle head screw
50mm covernominal
50mm covernominal
uPVC or metal 'Z' flashing 100mm
wide minimum
10mm Gib with level 4
plaster finish to interior
75mm thk Hebel Powerpanel on Rondo
battens fixed to frame with 14 -10 x 90mm
bugle head screw
Stone / Hebel Junction Detail
scale 1:10
Classic Stone cladding fixed
with approved adhesive to
Hebel cladding once fully
waterproofed
Building paper
90x45mm H3.1 treated frame with studs at
600mm max centres and dwangs at 800mm
max centres.
500
35mm Rondo cavity system
Classic Stone cladding fixed with
approved adhesive to Hebel cladding
once fully waterproofed
50thk Hebel Powerpanel fixed on framing to 25mm
steel Rondo batten
14 - 10 x 90mm bugle head screw
12 - 11 x 25mm hex head batten screw
100
mm
Min
. C
ove
r
2100
Headl Detail - Hebel / Stone Junction
scale 1:5
14 - 10 x 90mm bugle head screw
12 - 11 x 25mm hex head batten screw
75thk Hebel Powerpanel fixed on framing to 35mm
steel Rondo batten
90x45mm H3.1 treated frame with studs at
600mm max centres and dwangs at 800mm max
centres.
R2.6 Insulation batts to external walls except to
garage as specified
Tyvek building paper returned into opening
10mm Gib with level 4 plaster finish to interior.
50mm thk Hebel Powerpanel on Rondo
battens fixed to frame with 14 -10 x 90mm
bugle head screw
Hardisoffit on 65x31mm H1.2
treated soffit bearers
2/290x45 H3.1 treated timber beams fixed
to house via Bowmac B109 support
bracket with 4/M12 bolts
2/290x45 H3.1 treated timber beams fixed
to Bowmac B109 brackt via 2/M12 bolts
90x90mm H3.1 treated timber post
2/290x45 H3.1 treated timber beams fixed
90x90 H3.1 treated timber post via
Bowmac B48 bracket with 5/M12 bolts
2/290x45 H3.1 treated timber beams fixed
90x90 H3.1 treated timber post via
Bowmac B48 bracket with 5/M12 bolts
2/290x45 H3.1 treated timber beams fixed
at internal corner via Bowmac B177 angle
bracket via 4/M12 bolts. Timber beams
fully nailed.
2/290x45 H3.1 treated timber beams
mitred at corners and fully nail
90x90mm H3.1 treated timber post
Beam / House Detail
scale 1:10
Beam / Post Detail
scale 1:10
Beam / Post Detail (plan)
scale 1:10
2/290x45 H3.1 treated timber beams
mitred at corners and fully nail
2/290x45 H3.1 treated timber beams fixed
at internal corner via Bowmac B177 angle
bracket via 4/M12 bolts. Timber beams
fully nailed. (as shown dashed)
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
As Marked
DETAILS
11
SAMPLE PLANS ONLY
Metal fascia and spouting system
as per specification.
Colorsteel longrun roofing over self supproting
building paper as per specification, purlins to
manufacturers specification
Trusses and roofing members to be designed
and fabricated by approved manufacturer
68x45mm Chem-Free timber purlin to be
fixed to truss with 2/100x3.75 skewed nails
and 1 wire dog
Hardisoffit on 65x31mm H1.2
treated soffit bearers
90x90mm H3.1 treated timber post
2/290x45 H3.1 treated timber beams
fixed to 90x90 H3.1 timber post via
Bowmac B48 bracket with 5/M12 bolts
Tyvek building paper
Hardisoffit on 65x31mm H1.2
treated soffit bearers
50mm thk Hebel Powerpanel on Rondo battens
fixed to frame with 14 -10 x 90mm bugle head
screw
2/290x45 H3.1 treated timber beams
mitred at corners and fully nail
Hebel Powerpanel Covered Area Detail
scale 1:10
Pack to soffit with Hebel
Adhesive (5mm gap)
20-25mm Skrinkage control cut
90x45 stud framing @ 600crs fixed to
floor slab with M12 Hold down bolts
with 50x50x3mm washers at 900mm
max centres and a min of 300mm from
exterior wall coners
20MPa 100mm concrete slab with 665 reinforcing
mesh over 250 micron vapour barrier on 150mm min
depth clean well compacted hardfill.
100thk Conc. floor slab
Plan View
Shrinkage Control Detail
scale 1:10
665 mesh 30mm min below top of floor slab
90x45 stud framing @ 600crs fixed to floor slab with
M12 Hold down bolts with 50x50x3mm washers at
900mm max centres and a min of 300mm from
exterior wall coners
20-25mm Skrinkage control cut
30
100
NOTE: THESE DRAWINGS ARE TO BE READ IN
CONJUNCTION WITH THE SPECIFICATION DOCUMENTS,
ENGINEERING DETAILS, MANUFACTURERS SPECIFICATIONS
AND TRUSS MANUFACTURER'S PLAN
Sheet #
Scale:
Drawn by:
Note:
ACJ
A2
26th May 2008
Pro
posed h
om
e for:
Date:
Consent
Drawings
Lot.
NOTE: ALL ALUMINIUM WINDOWS AND DOORS TO GO UP TO THE U/S OF THE SOFFITS. (ONLY ON HOUSES WITH SOFFITS) AND
ALSO FULL HEIGHT WINDOWS TO BE THE SAME HEIGHT AS DOORS(ESPECIALLY IN CASES WHERE THERE ARE NO SOFFITS)
Note: Soffit and lintel heights can vary. Refer to specific Cross Section to establish soffit and lintel heights for this house
Sub - Contractors to
verify all dimensions
on site. All work
shall comply with the
NZBC, NZS 3604 :
1999. and all other
relevant standards
and regulations.
J E
W E
L L
&
H
I S
L O
P
54.
Cnr
Jacqu
es W
ay &
Vespe
r Lane.
Dela
main
Esta
tes. C
hristc
hurc
h C
ity C
ouncil.
As Marked
DETAILS
12
Pipe Penetration Detail
scale NTS
Pipe Penetration Detail (2)
scale NTS
NOTE: (1)13 = variable according to wind zone.
(2) Y = to cover minimum of two crests.
(3) Suitable for pipes from 60 mm to 500 mm diameter.
(4) Suitable only for roof pitches of 10°or higher.
SAMPLE PLANS ONLY