STAGE I-Draft0909

Transcription

STAGE I-Draft0909

Sheet Index
Layout ID
Layout Name
01
Sheet Index
02
Site Plan
03
Furniture Layouts
04
Layout - Ground Floor
05
Layout - First Floor
06
Layout - Roof
07
Framing Plans - Gro...
08
Foundation Plan
09
Sections, 1
10
Sections, 2
11
Sections, 3
12
Elevations
13
Details, Cladding 1
14
Details: Cladding, 2
15
16
Details, Bathrooms - ...
17
Balustrades
Job Title
STAGE I Extensions
For
Shirley Riddle
At
Published
Remark
N
Drawing Title
Drawn
Checked
Creation Date
Plot Date
142 Campbell Rd
Greenlane
9/09/2008 4:36 p.m.
PC
PC Drawing Number
02/05/06
01
9/09/2008
ALL DIMENSIONS TO BE VERIFIED ON SITE
ORGANON
Sheet Index
Scale
1:1, 1:269.1553
ARCHITECTURE
PO Box 108054,
Symonds St.
Auckland, New Zealand
www.organonarchitecture.co.nz
Phone: +64 9 631 0034
Fax: +64 9 631 0034
email: organon@ihug.co.nz
Existing
soil
stack
New
kitchen
sink
FIRST FLOOR
New
A.A.V.
in discharge
DW Relocated
pipe
vanity
Relocated
shower
New bath
Existing
WC and
connection
New
F.W.G
New
bar
sink
Relocated
vanity
Ex'g.
kitchen
sink
GROUND FLOOR
New
WC
New
F.W.G
replacing
ex'g. G.T.
Ex'g.
G.T.
Ex'g.
WM
Existing
WC and
connection
Existing private
SS lines to
existing connection
to council SS line
Site & Drainage Plan
1:50
LOT 52
DP 16295
T O T A L S I T E A R E A : 8 5 7 m2
= 162m2
EXISTING PAVING
Removed = 22m2
Additions = 93m2
TOTAL PAVED AREA
= 139m2
13 m2
Ex'g Soil
Stack
89.61
Ex'g.
WC
Ex'g.
WM
Rel.
van.
New
kitchen
sink
Floor
Waste
EXISTING
D.P.
EXISTING
GT
New
bar sink
ROOF AREA,
STAGE I
37 m2
12,571
ct new
Constru
(
.
m
te
s
SS sy
mbined d separate.)
o
c
te
a
priv
tem, an
Existing
SW sys
5,600
1,000
89.32
Build up to 89.6
Existing
sink
EXISTING
DWELLING
162 m2
EXISTING
D.P.
NEW
D.P.
New Deep-Bored
Soakpit
Dished drainage
channel to new
parking bay, IL=
89.35
Settling
Chamber
89.75
EXISTING POHUTUKAWA
TREE 12m HIGH
NE
LI
F
O
AY
W
E
V
RI
.D
C
N
O
.C
'G
EX
EXISTING
D.P.
PROPOSED
NEW TERRACE
27 m2
NEW
ENTRANCE
5m
2
EXISTING
D.P.
NEW
RAIN-HEAD
89.76
New 100 dia. private SW line to new on-site disposal
89.58
NEW
PARKING
BAY
50 m2
FALL
NEW C.P.
with Enviropod
89.71
E X I S T I N G C O N C2 . D R I V E W A Y
117 m
3,583
89.93
4,128
8,913
NEW
DINING
AREA
New
WC
89.82
3,587
EXISTING
D.P.
FALL
16 m2
89.19
Floor
Waste
PROPOSED NEW PROPOSED
NEW
NEW
A.A.V.
PERMEABLE
T E R R A C E DW in new
DECK AREA
discharge pipe
2
= 210m2 = 24.5% [ok]
CAMPBELL ROAD
BATHROOM
EXTENSION
3 m2
89.63
= 205m2 = 24% [ok]
Proposed Stage II garage and
sleep out shown dotted.
(Not part of this contract.)
New 100 dia. private SW line to new on-site disposal
6,168
42 m
EXISTING DWELLING
Additions = 43m2
TOTAL BLDG. COVERAGE
Ex'g. 150dia. public SS line,
plotted from council records
2,983
NB: New floor waste replaces
ex'g. gulley trap, and feeds into
existing GT connection to private
SS line
89.78
2,985
CORNWALL PARK
N
Revision
A
Issued for consent
DATE
10 Sept., 2008
O R G A N O N
ARCHITECTURE
PO Box 108054, Symonds St,
E-mail: organon@ihug.co.nz
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
Site Plan
2
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Site & Drainage Plan
1:100
142Campbell-STAGEI.pln; 02 Site Plan; 100%; 9/09/2008 4:36 p.m.
Drawing Number
02 of 17
Status
Revision
Consent A
D:\_Projects\07003 - Campbell Road 142\142Campbell-STAGEI.pln
shower
WC
WC
vanity
UP
8 R. @ 178 mm
7 T. @ 280 mm
Prefab Cabinets
Prefab Cabinets
Objectsink
- 002
Prefab Cabinets
1
2
3
4 x 178 = 0.712 m
12
11
10
9
8
Prefab Cabinets
7
Object - 002
6
5
4
1.
3
Ground Floor
1:50
2
1
UP
FB20M Gangnail flitch beam over
Object - 005
Object - 002
Object - 005
Sill 810
WC
bath
Object - 002
Object - 002
shower
8 R. @ 178 mm
DN
7 T. @ 280 mm
Prefab Cabinets
Object - 002
vanity
Prefab Linen
Cabinets
3 R. @ 180 mm
2 T. @ 290 mm
12
11
10
9
8
7
Revision
A
Issued for consent
DATE
10 Sept., 2008
6
Prefab Cabinets
5
4
3
2
1
UP
O R G A N O N
ARCHITECTURE
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
Furniture Layouts
2.
3
First Floor
1:50
142Campbell-STAGEI.pln; 03 Furniture Layouts; 100%; 9/09/2008 4:36 p.m.
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
03 of 17
Status
Revision
Consent A
142Campbell-STAGEI.pln; 04 Layout - Ground Floor; 100%; 9/09/2008 4:36 p.m.
KEY:
EXISTING WALLS
TO BE REMOVED
GUIDANCE NOTES:
■ Demolish existing walls where
shown only to a height of 2170 above
FFL --- retain the upper portion.
■ Install Posistrut bulkhead trusses
between new and existing walls with
timber supports under extended top
chords.
■ Replace all remaining windows to
concrte block base with new
aluminium windows to NZS4211,
installed in accordance with the WANZ
Window Installation System: July
2005.
Retain existing lintel, and construct new
bay opening under. Close in 270mm of
wall at east end of opening.
Y4
Y3
<MARKERSHEETNUMBER_R>
7,257
2,695
Y2
Y1
Move door
Remove existing wall and install new
new Gangnail Flitch Beam to new ceiling
soffit height
NB: Demolish walls
shown to height of
2170 above FFL, and
install new Posistrut
'bulkhead trusses' as
per Framing Plans
8,700
1,685
2,786
90
3,720
2,270
Remove existing lintel and portion of of
flanking wall, and install new Gangnail
Flitch beam over
2,710
Retain existing stairs
Remove portion of existing floor above,
shown dashed
shower
WC
Prefab Cabinets
2,790
WET BAR
12
11
10
9
8
Prefab Cabinets
X2
1,907
250
GARDEN
7
Object - 002
1,340
800
ROOM
240
X1
B2, GS2, 2000
X2
6
5
70
lowered ceiling
over
1,060
P.
20 50
1,618
1,635
Ground Floor Demolition Plan
1:100
200x100 beam
over
Prefab Cabinets
1.
04, GS2, 4200
340
20
Objectsink
- 002
20
M1, Masonry, 2700
20
New windows in existing garage
openings
X4
Prefab Cabinets
3,410
vanity
Shelving
N1, GS2, 3300
760
Re-use existing entrance door and frame
in new entrance
EX'G.
LAUNDRY
W.C.
810
X1
ENSUITE
B1, GS2, 2800
90
1,657
1
2
3
4 x 178 = 0.712 m
(not part of
this
contract)
90x70 diagonal
timber brace
UP
114
SPA
POOL
8 R. @ 178 mm
7 T. @ 280 mm
90x70 diagonal
timber brace
5,200
BED 2
WC
O3, BLG,1000
90x70 diagonal
timber brace
N2, 910 CS Cavity
Slider BraceWall
FUTURE
PORTABLE
SPA
Remove existing brick veneer, and
install new interior door under existing
window lintel
N4, GS2,
2200
N3, GS2,
2200
90x70 diagonal
timber brace
90x70 diagonal
timber brace
1,100
A1, VB7, 2300
B4, GS2, 2000
4
3
B3, GS2, 2200
2
1
X3
D3, BLP, 600
D1, BLP, 600
D2, GS1a, 2000
Q1, GS1a, 1900
New 760 doorway
under existing window
lintel
P1, GS2, 2500
O2, BL1, 900
C1, GS2, 2900
O1, BL1,
900
X3
NEW
ENTRANCE
2,043
LOGGIA
N5, BLP, 2200
LOGGIA
2,043
1,950
DETAIL:4
W-board wall/Masonry wall
95
2,399
590
1,902
UP
Revision
A
Issued for consent
DATE
10 Sept., 2008
O R G A N O N
ARCHITECTURE
1,851
1,931
3,092
3,232
2,408
90
6,050
Tel/Fax: (09) 631 0034
460
Job Title
2,450
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
Layout - Ground Floor
Y4
Y3
Y2
Y1
Drawing Status
4
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
04 of 17
Status
Revision
Consent A
Y3
Y2
Y1
Retain existing lintel, and
construct new bay opening
under. Close in 270mm of
wall at east end of opening.
Remove portion of
ceiling shown for
new skylight above
Retain existing stairs
Install new Gangnail Flitch
Beam between new posts
Remove existing floor in
area shwon shaded
NB: Demolish walls
shown only to height
of 2170 above FFL,
and install new
Posistrut 'bulkhead
trusses' as per
Framing Plans
Y4
Y3
Y1
90
2,330
70
2,990
370
3,130
70
530
70
1,840
2,600
Hinged flap to storage
cavity
1,100
90
1,010
3,393
20 901
New partition to underside
of of new ceiling deck
9,200
Ceiling Decks - Soffit
1:50
X1
7
6
Prefab Cabinets
X2
5
4
Non-structural
70x70 post for
door-closer
3
D2, BL1,
4,6
470
55
2
1100Wx1000H
timber shutters
1
UP
66290
Remove window and sill and create
new bay extension in existing
window opening
8
Non-structural
70x70 post at
stair head
E1, GS1a, 3100
70
732
N1,
BL1,1200
1,171
D1,
BL1, 750
Existing walls
demolished to 2100
above FFL only
3.
1,977
70
9
P2, BL1,
400
700
1100x300x2000
high prefab
book shelves
2,209
3,200
90
10
Remove window and sill and
create new bay extension in
existing window opening
90
70
11
X3
12
20
20 1,460
New 14x90 ceiling beams at 650cc.at
ceiling deck level below skylight enclosure,
Skylight shown dashed.
X3
Revision
A
Issued for consent
DATE
10 Sept., 2008
732
70
354
698
Velux 1140x1180
VS660 skylight over
skylight opening
Rinnai Timberflame Radius
gas fire. Cut-out dimensions
H:730 W:790 D:435
20
70 880780
750
872
718
700
NB: Screw-fix all existing
particle board flooring to
all joists with self-drilling
particle board screws
fixed at 150cc at sheet
edges and 200cc
elsewhere.
Ensure support surface
and the under side of
sheets are in contact at
time of fixing.
B4, GS2, 1550
B2, BLG, 900
O1, BLG, 800
X2
Prefab Cabinets
Built-in
shelves
C1, BL1, 1200
B1, GS2, 1470
1100x300x1000
high prefab
book shelves
90
Ceiling open to
roof over
vanity
Re-use ex'g
710 doors
50
X1
+2,680
Prefab Cabinets
Object - 002
910
M1, BL1, 400
3,320
3,250
Coved ceiling over
FB15L Gangnail flitch beam over
3,130
FB15L Gangnail flitch beam over
70
8 R. @ 178 mm
DN
7 T. @ 280 mm
X4
shower
42
Object - 002
70
+1,900
1,038
Object - 002
O3, BL1,
990
+2,580
bath
4,500
N2, GS2, 3570
2,500
2,410
4,607
WC
1,622
Object - 002
Object - 005
400
Object - 005
P1, BL1, 900
90
UP
Line of bulkheads
over shown
dashed
O2, GS1a, 2900
3,690
Build up ex'g.
810 sill to 950
X4
New partition
to underside of
of new ceiling
deck
1,150
373
1,010
Sill FFL plus 950
3 R. @ 180 mm
2 T. @ 290 mm
1,100
A1, BL1, 900
Existing walls
demolished to 2100
above FFL only
PS30-30x07 Gangnail Posistrut fixed beneath existing
ceiling framing to form new bulkheads
880
2,990
PS30-30x07 Gangnail Posistrut fixed beneath
existing ceiling framing to form new bulkheads
First Floor Demolition Plan
1:100
3,210
GUIDANCE NOTES:
■ Posistrut ceiling trusses are not
intended to take roof loads, but to
easily form bulkheads, in which new
wiring and new downlights are
installed.
Demolish existing walls where shown
only to a height of 2170 above FFL --retain the upper portion.
chords.
■ Screw-fix to all ceiling joists under
which Posistrut bulkhead trusses
pass, and studs to which they are
contiguous.
Install 70x35 ceiling battens @600cc
under Posistrut bulkhead trusses to
form 'ceiling decks' as shown, with
soffit at 2100 above FFL, and 100x50
Kwila edge trim to perimeter of formed
bulkhead edges.
Existing walls
New window in existing wall
90
2.
Y2
70
Fill in existing window in
existing wall
Retain existing lintel, and
under.
3,580
Retain existing lintel, install
post at north end, and
under.
New partition to
underside of of new
ceiling deck
PS30-30x07 Gangnail Posistrut fixed beneath
existing ceiling framing to form new bulkheads
Retain existing lintel, install
post at south end, and
under.
New window in existing wall
PS30-30x07 Gangnail Posistrut fixed
beneath existing ceiling framing to form new
bulkheads
Sill 810
beneath existing ceiling framing to form new
bulkheads
GUIDANCE NOTES:
■ Demolish existing walls where
shown only to a height of 2170 above
FFL --- retain the upper portion.
chords.
■ Replace all remaining windows with
new aluminium windows to NZS4211,
installed in accordance with the WANZ
Window Installation System: July
2005.
beneath existing ceiling framing to
form new bulkheads
EXISTING WALLS
TO BE REMOVED
Y4
beneath existing ceiling framing to
form new bulkheads
KEY:
O R G A N O N
ARCHITECTURE
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
2.
142 Campbell Rd
Greenlane
AUCKLAND
First Floor
1:50
142Campbell-STAGEI.pln; 05 Layout - First Floor; 100%; 9/09/2008 4:36 p.m.
70
1,123
70
3,000
70
Drawing Title
Layout - First Floor
3,300
90
3,210
5
8,700
90
4,665
70
3,785
90
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
Y4
Y3
Y2
Y1
05 of 17
Status
Revision
Consent A
New concrete tile roof
extension to match existing
New pressed steel tile
roof addition, with profile
to emulate existing
New pressed steel tile roof
addition, with profile to
emulate
existing
X4
New ridge addition to 39
degrees pitch, using existing
and new pressed steel roof
tiles.
127
Fall
Fall
to emulate existing
New ridge addition to 39
degrees pitch, using existing
and new pressed steel roof
tiles.
1,496
Fall
Fall
to emulate existing
X1
X2
5,473
X2
Fall
Existing pressed steel tile roof,
to17.5 degrees pitch (confirm
pitch on site before
commencing roof work)
Fall
to emulate existing
New 140x45
pergola rafters
Existing roof on storey below
to, be replaced (not part of this
contract)
2,104
Fall
Existing concrete tile roof,
to17.5 degrees pitch (confirm
pitch on site before
commencing roof work)
X3
X3
New 140x45 rafters
FIXINGS:
UNDERPURLINS: 2/100X3.75 SKEWED NAILS + 2 WIRE DOGS
RIDGE BEAM: 2/100X3.75 SKEWED NAILS + ROOF STRAP
NEW RAFTERS: 2/100X3.75 SKEWED NAILS + 1 WIRE DOG
190x90 pergola beam
4.
New 'dummy' trusses on existing trusses @
900cc to lift pitch of roof. See diagram below for
shape. NB: Shape is intended to match
proposed Stage 2 extension (not part of this
contract)
New 190x90 underpurlin under new 'dummy' roof trusses, propped to walls below as shown
90x45 rafters@600cc
max.
140x45 rafters@ 600cc
max.
248
39D (C.o.S)
1,207
174
422
FB 25L Gangnail flitch beam
FB 25L Gangnail flitch beam
New 190x90 underpurlin under new 'dummy' roof trusses, propped to walls below as shown
3 R. @ 180 mm
2 T. @ 290 mm
150x90 Hy90 lintel
150x90 Hy90 cantilevered lintel
190x90 ridge beam
Roof
1:50
17.5D (C.o.S)
785
215
1,490
Revision
A
Issued for consent
DATE
10 Sept., 2008
2,490
150x90 Hy90 continuous lintel
O R G A N O N
ARCHITECTURE
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
2.
First Floor (1)
1:50
142Campbell-STAGEI.pln; 06 Layout - Roof; 100%; 9/09/2008 4:36 p.m.
Existing type 'a' gangnail truss @900cc,
REF 1:Auckland City consent drawing 2638,
July 1975,
REF 2: abc drawing no. 117/1
REF 3: Reg. Plant Design No. 103, Truss
DEsign No. B8/1, D.C. Moore
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
Layout - Roof
6
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
06 of 17
Status
Revision
Consent A
Y4
Y3
Y2
Y1
190x45 H3.2 joists @
400cc. max
Existing 190x50@500cc
DETAIL:1
Bulkheads, 4
190x90 beam on line of
existing wall
X4
Existing 240x90
200x90 Hy90 roof beam
X2
DETAIL:
Bulkheads, 1
140x70 underpurlin
140x70 underpurlin
1,450
X1
X3
602
140x45 roof/pergola beams @
600cc max.
floor framing to form new bulkheads
140x70 strongback
900
250
250 900
250
900
X3
FB25L Gangnail Flitch Beam
DETAIL:
Bulkheads, 2
190x45 floor joists@450cc max
DETAIL:
Bulkheads, 1
X1
X2
PS30-30x07 Gangnail Posistrut
fixed beneath existing floor
framing to form new bulkheads
DETAIL:
Bulkheads, 3
FB20M Gangnail Flitch Beam
set to soffit height of 2093
190x70 H3.2 bearer, notched and
fixed to posts with 2/M12 galv. bolts
X4
1,650 max.
140x45 H3.2 joists
@400cc. max
Revision
A
Issued for consent
DATE
10 Sept., 2008
140x45 pergola/roof beams
1,455
O R G A N O N
ARCHITECTURE
Tel/Fax: (09) 631 0034
Y4
Y3
Y2
Y1
Job Title
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Ground Floor Ceiling Framing
1:50
142Campbell-STAGEI.pln; 07 Framing Plans - Ground Flooor; 100%; 9/09/2008 4:36 p.m.
Drawing Title
Framing Plans - Ground Flooor
7
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
07 of 17
Status
Revision
Consent A
Hand-selected No. 190x90 H3.2 timber
post, fixed with 2/M12 bolts
Notch capping around post, and cut slot
for bracket
1,650
1,740
300x300 footing with
2/D12 long'y, D12
starters@600cc bent
into slab
869
D12 rods @ 150cc both ways
D12 bars 300 long @
600cc epoxy fixed into
existing slab
868
1,657
192
600x600x300
thicknesser, with 6/D12
@150cc.
1,907
5,017
Cut 50mm wide chase
for wiring to new wet
bar
DETAIL:Piers
1:10
Existing conc. slab
1,453
300x700x300 deep conc.
footing
665 mesh
1,381
550
3,642
6,060
Foundations
1:50
142Campbell-STAGEI.pln; 08 Foundation Plan; 100%; 9/09/2008 4:36 p.m.
300x300 footing with
2/D12 long'y, D12
starters@600cc bent
into slab
140x300 reinforced
masonry footing
footing with 2/D12
longitudinally; D12
starters bent into slab
@600cc, on existing
brick veneer strip
footing
356
1,595
2,033
449
D12 bars 300 long @
600cc epoxy fixed into
existing slab
DETAIL:
Piers
3,232
2,876
0.
D12 rods @200 cc
1,090
reinf mesh
1,657
490
958
9,200
150 thick conc. slab with 665
mesh on HD polythene DPM
on 40 HD polystyren on sand
blinding on hardcore. Allow for
selected tiles, and fall to drain
Hand-selected No. 190x90 H3.2 timber
post in 200 series solid-poured open-end
blocks
1,657
995
1,566
300x300x450
deep conc.
footing to all
90x90 H3.2
braced posts.
All other
90x90 H3.2
posts in
300x300x300
conc. footing
unless shown
1,055
960
Bowmac B197 post bracket
6,627
2,560
100 thick conc. slab
with 665 mesh on HD
polythene DPM on 40
HD polystyren on sand
blinding on hardcore.
Allow for selected tiles,
and fall to drain
Existing timber sub-floor with
perimeter strip footing for brick
veneer.
No change.
Revision
A
Issued for consent
DATE
10 Sept., 2008
O R G A N O N
ARCHITECTURE
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
Foundation Plan
8
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
08 of 17
Status
Revision
Consent A
Corner soaker over mitred pre-primed
bevel-backed weatherboards
Existing lightweight pressed steel tile roofing
Tyvek building wrap
9mm Villiboard sheet with recessed edge
and flush joint stopped
New soffit extension, fixed to existiing truss top chord with
2/M12 galv. coach bolts
Waterproof membrane to manufacturer's
specifications
6mm
50x50 corner flashing over building wrap
New lightweight pressed steel tile roofing to 17.5 D pitch
Tyvek building wrap
Selected tiles
NOTE: Lay new conc. slab with fall to waste.
Perimeter edge of waste to be a minimum of
50mm from edge of sheet or wall.
New 150x20 PP timber fascia
Compressible grout
6
35x35 galvanised steel corner angle
0.6mm thick
Flexible silicon sealant
Fibreglass mesh at corners
150 slab on grade laid to fall
New soffit framing
New 4.5 Hardisoffit
P
New 75x20 PP frieze board
DETAIL:Villaboard Wall to Floor Junctn
1:5
Piano hinge to 20mm enamel
painted MDF hinged lid
9mm Villiboard sheet with recessed edge
and flush joint stopped
+7,630
5 DETAILS: Weatherboard
New jack truss on existing
trusses at 900cc.
190x90 underpurlin on 90x45
struts
New Tyvek building wrap over
existing cladding
New 135x19 PP
weatherboards
Waterproof membrane to manufacturer's
specifications
Existing 17.5 pitch roof trusses
(C.o.S.) at 900cc.
+5,080
4
Roof
+4,850
3 Ceiling Decks - Soffit
950 above FFL
Flexible silicon sealant
BEDHEAD
STORAGE
Selected tiles
Demolish
existing wall and
floor as shown
STUDY
DETAIL:Roof Extension, Master Bed
1:10
D12 bars 300 long @600cc epoxy fixed into existing slab edge
BATHROOM
New mobile bar unit
SLAB: 150 thick conc slab with 665 mesh on HD polythene DPM on
40 polystyrene on sand blinding on hardcore. Fall to drain.
FOOTING: 300x300 footing with 2/D12 longitudinally; D12 starters
bent into slab @600cc.
Existing stairs
(unchanged)
EXISTING
CUPBD.
NEW ENTRANCE
Existing 190x45 floor framing (unchanged)
+2,680
2 First Floor
2056
170
Compressible grout
DETAIL:2Villliboard Wall To Wall Junction
1:2
STAIR-HALL
LAUNDRY
±0
1 Ground Floor
PATIO
New sound insulation installed between joists
Y1
Screw fix to all existing joists
Section AA
1:50
+7,630
5 DETAILS: Weatherboards
Extent of original roof shown
greyed
New PS30-30x07 Posistrut
Install new recessed lighting in bulkhead.
NOTE: install all new wiring within bulkhead
EXISTING TRUSS FRAMING
EXISTING TRUSS FRAMING
Line of existing outside wall,
and existing lintel. Remove
existing window and wall
under sill only, add new
extension and make good.
2093
Revision
A
+5,080
4
Roof
+4,850
New 140x90lintel
MASTER BED
.
GALLERY
+2,680
2 First Floor
DETAIL:2
Villliboard Wall To Wall Junction
Job Title
Existing 190x90 @450cc
Selected tiles on adhesive on waterproof membrane on Hardies
Villiboard on H 3.2 90x50 stud wall
New mobile bar unit
142Campbell-STAGEI.pln; 09 Sections, 1; 100%; 9/09/2008 4:36 p.m.
O R G A N O N
Tel/Fax: (09) 631 0034
DETAIL:
Roof Extension, Master Bed
DETAIL:Bulkheads, 1
1:5
DATE
10 Sept., 2008
ARCHITECTURE
Existing wall (unchanged)
FFL
Issued for consent
TERRACE
(not part of this contract)
NEW GARDEN ROOM
D12 bars 300 long @600cc epoxy fixed into existing slab edge
WET
BAR
BATHROOM
SLAB: 150 thick conc slab with 665 mesh on HD polythene DPM on
40 polystyrene on sand blinding on hardcore. Fall to drain.
FOOTING: 300x300 footing with 2/D12 longitudinally; D12 starters
bent into slab @600cc.
±0
1 Ground Floor
Y2
Section AA
1:50
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
Sections, 1
9
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
09 of 17
Status
Revision
Consent A
+7,630
+7,630
New jack truss on existing
trusses at 900cc.
190x90 underpurlin on 90x45
struts
m
0m
25
Existing 17.5 pitch roof trusses
(C.o.S.) at 900cc.
New bay window area in
existing opening
Extent of original roof shown
greyed
+5,080
4 Roof
+4,850
+5,080
4
Roof
+4,850
n.
m mi
m
0
5
1
New range-hood at level of of
new bulkheads
LOUNGE
+2,680
2 First Floor
KITCHEN
n.
mi
+2,680
2 First Floor
Lead flashing dressedinto pan
DETAIL:
New window head in block base
DETAIL:1
Bulkheads, 4
New mobile bar unit
Tile batten
Hem along top of
flashing
DETAIL
New window sill in block base
±0
1 Ground Floor
NEW GARDEN
TERRACE
ROOM
BEDROOM
±0
1 Ground Floor
Upper roof underlay lapped over
flashing
New pressed metal tiles
New Aluminium Bifold Doors in
extended window opening
Y3 Section AA (1)
HEETNUMBER_R><DUMMY><,>
1:50
140x45 H3 PP
pergola beams
Existing concrete tiles
+7,630
New Aluminium Bifold Doors in
existing rebated opening
New cavity slider
190x90 ridge beam
Pressed metal tiles
on battens on
190x45@600cc
max.
39°
39°
DETAIL: Apron change
1:2
1,653
Pressed metal tiles on HW
underlay on battens on
Hardigroove soffit on140x45
rafters @cc. shown.
190x45 joists@450cc
+2,680
2 First Floor
.
100
170
50
207 170
50 850
1
680
Y4 Section AA
HEETNUMBER_R><DUMMY><,>
1:50
200
170
50
2,285
Expol polystyrene
insulation between
joists. Hardigroove
soffit lining under.
3,249
+5,080
4
Roof
+4,850
±0
1 Ground Floor
Install new R3.6 ceiling batts
over existing ceiling
insulation, taking care not to
place around new or existing
downlights.
+7,630
+5,080
4 Roof
+4,850
+7,630
1
DETAIL: Roof Apron Flashing - Parallel
+5,080
4
Roof
+4,850
FB25L Gangnail
flitch beam
1
Revision
DETAIL: Apron Flashing
- Transverse
A
Issued for consent
DATE
10 Sept., 2008
O R G A N O N
ARCHITECTURE
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
+2,680
2 First Floor
+2,680
2 First Floor
Drawing Title
Sections, 2
FB20M Gangnail
flitch beam set
to soffit height of
2093,
±0
1 Ground Floor
X4
Section AA
1:50
EXISTING
LAUNDRY
EX'G.
W.C.
EXTENDED
BATHROOM
10
Drawing Status
Building Consent
EXISTING
BEDROOM
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
±0
1 Ground Floor
Drawing Number
10 of 17
Status
Revision
Consent A
EXISTING TRUSS
FRAMING
(no change)
X2 Section AA
ETNUMBER_R><DUMMY><,>
1:50
New pressed steel tiles
on battens on 7.5mm
grooved Hardisoffit on
rafters as indicated
belwo
Install new R3.6 ceiling batts
over existing ceiling
insulation, taking care not to
place around new or existing
downlights.
+5,080+5,080
4
Roof+4,850
4 Roof
+4,850
3 Ceiling Decks
3 Ceiling
- Soffit
Decks - Soffit
+5,080
4
Roof
+4,850
STUDY
Remove portion of existing masonry
wall, and install new FB25L Gangnail
Flitch Beam in new opening
LOUNGE
140x70 underpurlin,
fixed with 2/M12 galv
bolts
DETAIL:
Steel Tile Abutment
DETAIL:
Bulkheads, 2
DETAIL:
Bulkheads, 1
140x45 H3.2 timber
rafters/pergola beams
at centres shown on
Framing Plan
+2,680+2,680
22First
FirstFloor
Floor
+2,680
2 First Floor
Remove existing brick veneer cladding inside
new entrance area
Existing beam
unchanged
2/200x90 H3.2 Hy90
verandah beam, with
blocking at all posts
Relocate existing front door unit
Line of demolished brick veneer shown
dashed
STAIR-HALL
NEW ENTRANCE
NEW GARDEN ROOM
Selected tiles on new conc. slab laid at FFL minus
20
TERRACE
(n o t p a r t o f t h i s c o n t r a c t )
±0
±0
1 Ground
1 Ground
Floor
Floor
TERRACE
Selected 90x90 No. 1 H3.2 timber posts in
250x600x300 deep conc. footing
Selected 90x90 No. 1 H3.2 timber posts in
900x250x600 conc. footings
X3 Section AA
<BACKREFSHEETNUMBER_R><DUMMY><,>
1:50
Remove existing gutter over new roof,
and cut back overhand to 150mm total
±0
1 Ground Floor
D12 bars 300 long @600cc epoxy fixed into
existing slab edge
New 190x90 PP fascia
SLAB: 150 thick conc slab with 665 mesh on HD polythene DPM on 40 polystyrene on sand blinding
on hardcore. Fall to drain.
FOOTING: 300x300 footing with 2/D12 longitudinally; D12 starters bent into slab @600cc.
Remove exiting brick veneer in new
entrance area only
140x300 reinforced masonry footing footing with 2/D12 longitudinally; D12 starters bent into slab @
600cc, on existing brick veneer strip footing
Underlay carried down over gutter lining
12mm H3 ply anti-ponding board laid to fall
Nog for upstand
VS
EDW
Continue butyl gutter
lining 250 past new
abutment
Concrete
Tiles
EDW Head Flashing
A
EDW Tile Support
B
BASIS OF DESIGN:
VELUX Manual
Venting Skylight (VS)
A
B
Butyl gutter lining carried
over anti-ponding board and
up abutment frame on nog
to suit
100
1
60
50
mm
mm
140x45 stringer
DETAIL:Steel Tile Abutment
ETNUMBER_R><DUMMY><,>
1:5
Insect screen
(removable)
Existing exterior timber frame
EDW Sill Flashing
ELEVATION
Lining
Trimmer/Header
Operating
hook
Tile
Batten
3060 mm
BASIS OF DESIGN:
VELUX Manual
Venting Skylight (VS)
Revision
A
Issued for consent
DATE
10 Sept., 2008
3060 mm
Lining
SECTION BB
EDWflashing gutter
Mounting bracket
Roof Underlayment
O R G A N O N
ARCHITECTURE
Tight joint between finish
groove and finish material
Tel/Fax: (09) 631 0034
Ventilation
Lining
Job Title
Rafter
SECTION AA
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Insulation
130
Insulation
Drawing Title
Hardigroove soffit
NEW ZEALAND LTD.
Finish material
DETAIL: Velux Fixed Skylight Installation
<BACKREFSHEETNUMBER_R><DUMMY><,>
Vapor Barrier
SkyProduct Management
0800 650 445
VSManual Venting Skylight with EDW flashing installed in a tile roof
with a cathedral ceiling
Name
Drawn by
Checked by
Drawing No.
Date
Jan. 08
Jan. 08
11
NZ011073004
Drawing Status
This drawing is an instrument of service and is provided for informational use only.
© 2006 VELUX GROUP
Sections, 3
® VELUX is a registered trademark
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
1
DETAIL New Eaves & Barge - Pressed Metal Tiles
1:5
11 of 17
Status
Revision
Consent A
+7,630
New Dimond Tile pressed steel tile on new roofs,
and on new portions of existing roofs
190x19 PP direct-fixed weatherboard on new
elevations, to match existing
James Hardie Shingleside Staggered Edge Panel
fixed over cavity battens to new and existing gable
ends, and all walls above second-storey
BUILDING ENVELOPE RISK MATRIX
North Elevation
Risk Factor
Wind zone (per NZS 3604)
Number of storeys
Roof/wall intersection design
Eaves width
Envelope complexity
Deck design
Risk Severity Risk Score
Low risk
0
Medium risk
1
Low risk
0
High risk
2
Medium risk
1
Medium risk
2
Total Risk Score:
6
+5,080
4
Roof
+4,850
New Architectural series aluminium windows in new
& existing openings (see Window Schedule for more
information)
+2,680
2 First Floor
±0
1 Ground Floor
James Hardie Shingleside
Staggered Edge Panel fixed
over cavity battens to new and
existing gable ends
EXISTING DWELLING
-NO CHANGE
RENOVATED PORTION
OF EXISTING DWELLING
9,190
Paint-finish H3 pergola and
decking timbers
EXTENSION TO
EXISTING DWELLING
8,628
New Dimond Tile pressed steel
tile on new roofs,
New Architectural series
aluminium windows in new &
existing openings (see Window
Schedule for more information)
West Elevation
Risk Factor
Number of storeys
Eaves width
Envelope complexity
Deck design
+7,630
Risk Severity Risk
Score
5 DETAILS:
Low risk
0
Medium risk
1
Medium risk
1
Very high risk
5
Medium risk
1
Medium risk
2
Total Risk Score:
Weatherb
10
3,292
+5,080
4
Roof
+4,850
3 Ceiling Decks - Soff
E-01
North Elevation
+2,680
2 First Floor
South Elevation
New Velux skylight
Risk Factor
Number of storeys
Eaves width
Envelope complexity
Deck design
New log burner and flue
New Dimond Tile pressed steel tile on new roofs,
and on new portions of existing roofs
Total Risk Score:
Risk Severity Risk Score
Low risk
0
Medium risk
1
Low risk
0
High risk
2
Medium risk
1
Medium risk
2
+7,630
6
±0
1 Ground Floor
190x19 PP direct-fixed weatherboard on new
elevations, to match existing
New Architectural series aluminium windows in new
& existing openings (see Window Schedule for more
information)
+5,080
4
Roof
+4,850
E-04
1,000
1,680
1,340
1,000
Relocate existing front door assembly
142Campbell-STAGEI.pln; 12 Elevations; 100%; 9/09/2008 4:36 p.m.
+2,680
2 First Floor
Revision
A
Issued for consent
DATE
10 Sept., 2008
O R G A N O N
ARCHITECTURE
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
±0
1 Ground Floor
Drawing Title
Elevations
12
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
EXTENSION TO
EXISTING DWELLING
3,272
RENOVATED PORTION
OF EXISTING DWELLING
8,525
EXISTING DWELLING
-NO CHANGE
9,165
Drawing Number
12 of 17
Status
Revision
Consent A
Bevelback weatherboard
Bevelback weatherboard s
Tyvek wall wrap
Wall plate to overhang slab edge by
6mm min
DPC
Tyvek wall wrap
DPC
Weatherboard to finish 50mm min
below floor level (and 175mm above
finished ground level or 100mm
above paving)
Concrete floor slab
6mm min
Soffit bearer
Hardigroove soffits
Internal linings
42 x 18 eaves mould with
weathergroove - fit tight to soffit
lining
Foundation wall
Cladding to finish 50mm min below
top of foundation (and 175mm above
above paving)
1. Bevelback weatherboards - direct fixed - base of wall - concrete floor
Scale 1:5
Internal linings
Tyvek wall wrap
Hardigroove soffit lining
Bevelback weatherboards
Wall underlay
Jenkin A-lign eaves mould 42 x 18
with weathergroove - fit tight to soffit
lining
®
3. Jenkin A-lign bevelback weatherboard - direct fixed - eaves with angled soffit
®
Scale 1:5
2. Bevelback weatherboard - direct fixed - base of wall - timber floor
Roofing underlay draining into
spouting
Min overhang of roofing beyond
fascia
Eaves flashing by roofer
Ensure that
weatherboard project
above top of fascia
Eaves flashing by roofer
Wall underlay flap, lapped over head
flashing upstand
Isolating layer under flashing as
required
Tyvek wall wrap
Packing to be H3.1 treated,
cut to suit and isolated from
metal flashing
Metal cap flashing with 5º min
fall, fix through downturn
Spouting
Air seal over backing rod
70mm mincover
70mm mincover
Out-turn to flashing to form dip
(see right side for birds beak
option)
Tyvek wall wrap
Take wrap under eaves to
provide an air barrier
Meter box or similar
190x19 fascia of width to suit
spouting brackets and falls
Internal linings
Flashing with drip edge
and 75mm cover to top
weatherboard
5mm gap
H3 packer
Solid blocking
Scale 1:5
Seal gap between head
flashing and weatherboard
for 50mm each end of
flashing
Quickflash modified Code 24B
head flashing with 15º slope and
10mm cover to angle
Packing to suit
4. Bevelback weatherboards - direct fixed - eaves with flat soffit
ex40x40H3 weatherhead fixed over
sealant to weatherboard and
extending 30mm beyond jamb
sections each side
50mm
min
150mm
Scale 1:5
Air seal over backing rod
Eaves mould 42 X 18
Birds beak drip edge (see left
hand downturn for out-turn drip
edge)
Wall underlay turned into
framing reveal, flexible flashing
tape to trimmer and turn up
100mm at ends
5. Bevelback weatherboards - direct fixed - eaves with 150 soffit
Scale 1:5
Jenkin A-lign eaves
mould 42 x 18
®
Seal and rivet 30 x 30mm angle to
meter box all round - seal and fix to
weatherboard
Tyvek wall wrap continuous
over top of wall frame
Soffit lining with end
setback 6mm to provide
an anti-capillary space
5mm clearance
Nog
Jenkin A-lign bevelback
weatherboard
®
Framing
Note: Fit pre-cut 18mm scriber to each jamb angle
Note: Install flexible flashing tape and saddle flashing at junction with full height wall
Wall underlay
6. Bevelback weatherboards - direct fixed - balustrade parapets
(Use same detail for sloping balustrades to ends of deck)
Scale 1:5
7. Bevelback weatherboards - direct fixed - meter box and similar
8. Bevelback weatherboards - direct fixed - reversed raked soffit
Scale 1:5
Scale 1:5
Wall underlay
Wall underlay
Wall framing
Framing
Wall underlay
Line of saddle
flashing behind. Seal
to wall underlay with
flashing tape
Wall underlay
20
0
Apron flashing
Apron flashing upstand
behind cladding and
building wrap
Lower edge of cladding
Flexible flashing tape dressed down
50mm min down face of
balustrade/parapet underlay
Capping flashing
90 x 90 corner flashing
behind saddle flashing
Two lines of sealant
Rivet through sealant
Tapered stop-end to divert
apron flashing water into
gutter
142Campbell-STAGEI.pln; 13 Details, Cladding 1; 100%; 9/09/2008 4:36 p.m.
Two lines of sealant to
capping and flashing
Fa
ll
50 x 50 transition tray
behind fascia or seal
between fascia and
coated cladding
alternative position behind
fascia
10
0
mm
50
Revision
n
mi
A
Issued for consent
DATE
10 Sept., 2008
Framing
Sloped packer
Framing
Wall underlay
continuous around
corner
O R G A N O N
Wall underlay continuous
around corner
9. Bevelback weatherboards - direct fix - parapet - balustrade saddle flashing
Roofing
5°
Spouting to stop 10mm
min from finished wall
cladding
50mm min
Flexible flashing tape dressed up
and securely adhered to the
building underlay
Scale 1:10
ARCHITECTURE
Tel/Fax: (09) 631 0034
11. Bevelback weatherboards - direct fix - parapet - balustrade saddle install
Job Title
Scale 1:10
Parapet or balustrade building wrap
lapped around corner
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
Details, Cladding 1
Gutter
13
Wall underlay
Wall framing
Jenkin A-lign bevelback
weatherboard scribed to each other
®
Note: Cover for apron flashing cover over roofing to be 130min.
9. Bevelback weatherboards - direct fix - apron flashing - stop end
150mm min to face of window or door jamb stud
Quickflash Code 03 corner back
flashing, 65mm cladding cover to
flashing
Line of sloping H3.1 treated packer above
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Wall underlay
Drawing Number
Scale 1:10
Parapet or balustrade wall framing
10. Bevelback weatherboards - direct fixed - balustrade to wall - plan detail
®
Scale 1:5
13 of 17
Status
Revision
Consent A
New exterior concrete
paint system to
existing masonry
50
Existing masonry wall
50
1
New window head in block base
1:2
12
Quickflash Code 05 metal flashing
Quickflash Code 03 modified metal flashing
35x35 timber 'stop'
Pre-cut 18mm scriber
Tyvek building wrap
1
paint system to
existing masonry
DETAIL:4 W-board wall/Masonry wall
1:5
Packers
Existing cladding
1
Tyvek building wrap
dressed into opening with
Dow Corning flashing
tape installed over wrap
DETAIL New window sill in block base
1:2
H3 PP Scriber cut to
weatherboard profile
Line of head flashing over
1
20 min.
New exterior
concrete paint
system to existing
masonry
10 min.
W-board: Window Jamb
1:5
Building wrap
dressed into
opening with flaxible
flashing tape
installed over wrap
to corners at head
1
Additional building
wrap lapped over
flashing
DETAIL New work to ex'g. rebated sill
1:2
paint system to
existing masonry
Packer
Air seal
Head flashing with 15
degree fall
Packers
Sill flashing to line with
back of window frame
1
DETAIL: New window jamb in block base
1:2
1
DETAIL: New window head under Shingleside gable cladding
1:5
Line of 20mm min.
upstand at both ends
of sill flashing
Sill flashing with 5
degree min. fall and
hem to back edge
Air seal
1
New exterior
concrete paint
system to existing
masonry
DETAIL: Parapet Flashing Joints
10
5
Timber fillet backing to suit,
fixed over sealant
Solid backing around pipe
penetration
Flange to protect sealant
from exposure to sunlight
Air seal all around
Sealant with
backing rod
Flexible flashing tape
adhering around pipe and
onto wall underlay (100mm
lap to underlay and 25mm to
pipe)
Chamfer trimmer
plate to suit
flashing
Existing cladding
Issued for consent
DATE
10 Sept., 2008
35
H3 batten under window
Bevel back
weatherboards
Flexible flashing tape
Ensure 5degree fall to
pipework for water run-off
Revision
A
Tyvek building wrap
O R G A N O N
1
DETAIL Rebated sill
1:2
ARCHITECTURE
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
Air seal all around
1
14
DETAIL: W-board: Window Head & Sill
1:5
Drawing Status
Building Consent
190x19 PP weatherboard on
Tyvek bulding wrap
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
Pipe penetration
142Campbell-STAGEI.pln; 14 Details: Cladding, 2; 100%; 9/09/2008 4:40 p.m.
14 of 17
Status
Revision
Consent A
12mm min. gap
1
DETAIL: W-Board: External Corner
1:5
Existing wall framing & cladding
12mm H3 ply. Seal and plant with
external paint system before fixing
deck
Deck joistrs to Framing Plan
M12 dyna bolt into existing concrete
masonry base. See Framing Plan
for spacings
50x3 EPDM washer
1
1
DETAIL: Flue penetration to roof
Extend Tyvek wrap down below
fastening
DETAIL: W-Board: Internal Corner
1:5
1
1
DETAIL: Flue penetration
Tyvek wall wrap
DPC
Concrete floor slab
1
DETAIL: Deck Stringer
1:5
6mm min
Weatherboard to finish 50mm min
below floor level (and 175mm above
above paving)
DETAIL: W-board: base of wall, conc. floor
1:5
142Campbell-STAGEI.pln; 15 Details: Cladding, 3; 100%; 9/09/2008 4:40 p.m.
Revision
A
Issued for consent
DATE
10 Sept., 2008
O R G A N O N
ARCHITECTURE
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
15
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
15 of 17
Status
Revision
Consent A
R
Gib Aqualine
Gib Aqualine
R
R
Gib Aqualine
Type 1 Organic Based Wall Tile Adhesive
Over Waterproof Membrane
Wall Tiles (to a minimum height of 300mm)
R
Minimum Gap Between Bath and
The Back of The Gib Aqualine
10mm Acrylic Sealant
2mm
5-10mm
6mm Silicone Sealant Relief Joint
Clearance Between Shower base
and The Gib Aqualine
6mm
R
R
6mm
Basin
Gib Aqualine
Acrylic Sealant
2mm
6mm
Silicone Sealant
5-10mm
Tap Body
Silicone Sealant Relief Joint
Wall Tiles
and The Back of The Gib Aqualine
Splashback
Impervious Membrane
6mm
6mm
Sideand Upstand
300mm Minimum
Wall Tiles
Relief Joint
Preformed Shower Base
Bench Top
NOTE
Where Impact Noise From Pipes an
Bath
Clearance Between The Bath
and The Timber Frame
Nogging
and The Timber Frame
Nogging
Issue Fix All Pipes on Resilient Brackets
TYPICAL PLUMBING PENETRATION
TUB, SINK AND BASIN
PREFORMED SHOWER BASE WALL JUNCTION
D1
BATH TO WALL JUNCTION
D2
D4
D3
32x32x0.55mm Vertical Fixed
Galvinsed Steel Angle
R
Gib Aqualine
Wall Tiles
R
Gib Aqualine
R
Gib Aqualine
6mm
Gib Aqualine
Wall Tiles
Flat or Contious Fall to The Floor Waste
Reinforcing Mat Embedded
in Waterproof Membrane
6mm
Flexible Sheet Vinyl Fully
Bonded To The Floor and Wall
With all Seams Hot Welded
10mm
75mm MINIMUM
10mm
Silicone Relief Joint
150 Minimum
R
Wall Tiles
Reinforcing Mat Embeded into Waterproof Membrane
Membrane Applied Prioe to The Floor Screed
VINYL FLOOR COVERING
CERAMIC FLOOR TILES
WALL TO FLOOR JUNCTIONS
WALL TO FLOOR JUNCTIONS
Foam Plastic Bond Breaker Rod
TILED SHOWER INTERNAL CORNER DETAIL
D5
D6
CERAMIC TILED INSITU SHOWER
D7
Reinforceing Mat Returned
50mm Around The Internal
Corner Both Ways
50mm
Ceramic Floor Tiles
Morter Bed Floor Screed
Formed to Fall to The Floor Waste
Silicone Sealant Relief Joint
Coved Moulding For Continious Support
Reinforced Corner Returned
150mm Minimum up The Wall
D8
Revision
A
Issued for consent
DATE
10 Sept., 2008
50mm
O R G A N O N
ARCHITECTURE
Tel/Fax: (09) 631 0034
Job Title
STAGE I Extensions
142 Campbell Rd
Greenlane
AUCKLAND
32mm X 32mm X0.55mm
Galvanised Angle
Fixed at 600mm centres
to Each Stud
Drawing Title
Reinforceing Mat Returned
Details, Bathrooms - general
16
150mm Both Along The Floor
and 150mm Up The Wall
Drawing Status
Building Consent
REINFORCING MEMBRANE AND MAT
CORNER REINFORCING : GALVANISED ANGLE
142Campbell-STAGEI.pln; 16 Details, Bathrooms - general; 100%; 9/09/2008 4:40 p.m.
MAT TO INTERNAL CORNER
D9
D10
NOTE:
Use details shown here for all bathrooms unless
specifically shown otherwise.
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
16 of 17
Status
Revision
Consent A
PLAN
1,308
75
1,158
75
1,008
35
98
35
59
35
98
35
60
35
98
35
59
35
98
35
79
150
150
140x45 HW rail, to 5D
pitch inwards
240
45 195
45
79
25
NOTE:
FIXINGS: Use M12 galv. bolts
with 50x50x3 galv. washers, with
63mm double-sided circular
toothed connectors
70x45 H3 pine D4S
1,195
2,010
35x35 H3 Pine D4S
75x75 hardwood posts
35x35 H3 Pine D4S
50
70x45 H3 pine D4S
Revision
A
Issued for consent
DATE
10 Sept., 2008
275
O R G A N O N
45
45
100
230
45
75
Square cut ends
ARCHITECTURE
Tel/Fax: (09) 631 0034
ELEVATION
NOTE: Instal uprights so as to ensure no more than 90mm gap between uprights
Job Title
STAGE I Extensions
DETAIL: Open Balustrade
1:10
142Campbell-STAGEI.pln; 17 Balustrades; 100%; 9/09/2008 4:40 p.m.
1
DETAIL: Baluster Fixings
1:5
142 Campbell Rd
Greenlane
AUCKLAND
Drawing Title
Balustrades
17
Drawing Status
Building Consent
Drawn by
Date
Checked by
Date
PC
7/03/08
PC
7/03/08
Scales
Drawing Number
17 of 17
Status
Revision
Consent A

STAGE I-Draft0909

Transcription

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