Expérience au sein du Cabinet Koia Architects à Queenstown, NouvelleZélande. Koia Architects est un bureau d’architecture basé en partie a Auckland et en Partie à Queenstown. Il s’agit d’un bureau composé de 3 personnes, gérant des projets variés à majorité individuels. Ce portfolio présente mon expérience au sein de ce cabinet via 3 projets assez important dans mon travail. Il n’est pas exhaustif.
LEGAL DISCRIPTION: 20 Park Avenue, Grafton, Auckland, 1023 Lot2 DP 198589 Lot3 DP 203799 Gross area 1248 m2
Park Avenue Hostel 20 Park Avenue, Grafton, Auckland, 1023
Ressource Consent vendredi 6 mars 2020
SU
H
WINTER
NORT SET
MM
ER
SE
T
W
TE IN
R
RIS
SUMMER
E
RISE
LEGAL DISCRIPTION: 20 Park Avenue, Grafton, Auckland, 1023 Lot2 DP 198589 Lot3 DP 203799 Gross area 1248 m2
GENERAL NOTE:
UP
8R x 156 7G x 338
1
4
3
2
6
5
8
7
New retaining wall top to be +68,550 as per flood report recomendations
DOWN
Park Avenue est un projet de réalisation d’auberge de jeunesse au centre ville d’Auckland. Le prospect imposé par le règlement d’urbanisme du quartier nous a mené a cette forme particulière de bâtiment, que nous avons exploitée au mieux en créant des chambres, des espaces communs nd un espace extérieur. uckla OF A BRS S 3 ec en Il s’agit d’un llprojet 21 S A ot Part cours de réalisation, la phase présentée est la phase du Ressource Consent, équivalent à l’autorisation d’urbanisme.
Layout Name Cover Existing Site Plan Proposed earthwork Proposed Site Plan Area calculation Ground Floor Presentation Plan First Floor Presentation Plan Second Floor Presentation Plan Third Floor Presentation Plan Roof Presentation Plan Elevations East and West Elevations North and South Sections Sections Perspectives
2 203
Wooden retaining wall New decking overhang
Ex ground level +68 400
Lot 2 DP 198589
NOTE
New fence
New decking level +68 600
Glass door
8 7 6
4
8R x 156 7G x 309
6x
2
3
4
5 4 3 2
Pedestrian access route
5
UP
SITE PREPARATION NOTES - All topsoil to be removed from the building platform below the floor slab and foundations.
Win
55°
- Prior to placement of fill, the sub-grade must be inspected by the geotechnical engineer. Any soft soil spots found after topsoil removal and ground levelling shall be undercut and replaced with compacted hardfill.
do
w
3x
3
+67 350
National Boundary
35°
Window
7R x 171 6G x 307
4
3
2
1 UP
1 004 50
5
D
• Verify all dimensions on site prior to commencing any works. • Use figured dimensions in preference to scaling from drawings. • Read these drawings in conjunction with Architectural specification and all conultants documentations. • All timber species, grade, preservation treatment, and in service moisture range to be suitabel for their end use environment and comply with NZS 3602 : 2003. • All timber SG8 minimum unless noted otherwise. • All timber to be separated from concrete or masonry by damp proof course. • Apply proprietary materials & components to the manufacturers expressed written instructions. • Material performance to comply with all aspects of the NZ Building Code approved documents NZS3604:2011 and local authority bylaws and regulations. • Finished levels in relation to interior floor levels to NZS3604:2011. • Plumber to confirm with T/A on backflow prevention. • All steel work & materials to comply with NZS3404 and welders to be qualified to NZS4711. • All concrete work to comply with NZS3109 All foundations to extend to firm 300kPa bearing. Refer Structural Engineer. • All Masonry work to be carried out in accordance and to comply with NZS 4210 and NZS 4229 and to Engineers Specifications.
0,67 m2
1
EXISTING CONCRETE BLOCK WALL 0.09 m INSIDE BDY WITH HEDGING FROM ADJACENT SECTION
1018m²
4 Bicycle parks including one secure park to be provided within existing basement area
DOWN
1
Areas paved with jointed pavers not to exceed 650mm dimension
6
200
7
DOW N
4
- All preparation of foundation ground beams/piles and slab placement to be inspected and approved by the structural engineer prior to pouring of concrete
D
4
+68 550
7
204
ALL ARCHITECTURAL DRAWINGS MUST BE READ IN CONJUNCTION WITH THE STRUCTURAL ENGINEERING CALCS, DRAWINGS AND DETAILS. ADDITIONALLY REFER TO GEOTECHINCAL REPORT FOR MORE INFORMATION
8 9 15R x 173 14G x 303
5 11
+68 543
4 3
12
5 900
NOTE:
204
6 10
2 13 1 14
1
UP
1
DOWN 15
13 800
C
HW
HW
C FFL +67 500
02
02-1
Amended landscaping
ChID
Change Name
05/03/2020
01 RevID
26/06/2019 Date
DRAFT FOR INFO
3 6 100
3
204 Areas paved with jointed pavers not to exceed 650mm dimension
50 100
A +68 500 +67 200
3x
3 000
+68 560
3
150
204
A
Areas paved with jointed pavers not to exceed 650mm dimension
B
200
B
150
203
1 150
203
3 000
PARK AVENUE
Sheet Index Layout ID 101 102 103 104 105 106 107 108 109 110 201 202 203 204 301
Artificial grass shown hashed to be permeable, ultra violet degradation, weather and ageing resistant and recyclable. Pile height to be 30mm min, straight cut density and form to resembles grass
REF:
PROJECT:
#Pln
Park Avenue Hostel 20 Park Avenue, Grafton, Auckland, 1023 CLIENT:
Grafton Accomodation Ltd CONSULTANTS:
EXISTING CONCRETE BLOCK WALL 0.12 m INSIDE BDY WITH HEDGING FROM ADJACENT SECTION
100 50 200 1 000
1
2 897
90
2
2 897
90
3
2 897
90
2 897
4
100 200 50 1 000
5
2 203
EXISTING CONCRETE BLOCK WALL WITH HEDGING FROM ADJACENT SECTION
Surveyor:
Wood and Partners Consultants Ltd Fire engineering:
Wap Fire Ltd
PROPOSED RETAINING WALL
Structural engineering
Stephen Mitchell Engineers Ltd DRAWN: SCALE:
CHECKED: EP SCALE @ A1: 1:100, 1:50
TK
TITLE:
Proposed Site Plan
REV:
SHEET:
104
02
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
+78 205
Flashing Structural glazing Actual RL +76 410
60°
2 000
Aluminium joinery
LEGAL DISCRIPTION:
1 000
Allowed RL +76 410
Profiled metal cladding
+75 300 third floor
GENERAL NOTE:
Allowed 8 000
Fibre cement board
+72 700 Second floor
Allowed RL +72 188
• Verify all dimensions on site prior to commencing any works. • Use figured dimensions in preference to scaling from drawings. • Read these drawings in conjunction with Architectural specification and all conultants documentations. • All timber species, grade, preservation treatment, and in service moisture range to be suitabel for their end use environment and comply with NZS 3602 : 2003. • All timber SG8 minimum unless noted otherwise. • All timber to be separated from concrete or masonry by damp proof course. • Apply proprietary materials & components to the manufacturers expressed written instructions. • Material performance to comply with all aspects of the NZ Building Code approved documents NZS3604:2011 and local authority bylaws and regulations. • Finished levels in relation to interior floor levels to NZS3604:2011. • Plumber to confirm with T/A on backflow prevention. • All steel work & materials to comply with NZS3404 and welders to be qualified to NZS4711. • All concrete work to comply with NZS3109 All foundations to extend to firm 300kPa bearing. Refer Structural Engineer. • All Masonry work to be carried out in accordance and to comply with NZS 4210 and NZS 4229 and to Engineers Specifications.
+72 700 Second floor
Actual RL +72 138
45°
+70 100 First floor
2 500
+70 100 First floor
Point 1 +68 670 Point 2 +68 410
+67 500 Ground Floor
Deck +67 350
GL +67 200
Il s’agit d’un projet s’inscrivant sur 4 étages, le rez-de-chaussée étant légèrement enterré. L’accès se fait sous les bâtiments existant sur la parcelle qui sont également une partie de l’auberge existante. Nous avons donc organisé une entrée en demi niveau qui permet de rejoindre les espaces à vocation commune au rez de chaussée et les chambres privatives dans les étages.
20 Park Avenue, Grafton, Auckland, 1023 Lot2 DP 198589 Lot3 DP 203799 Gross area 1248 m2
+75 300 third floor
+67 500 Ground Floor
SITE PREPARATION NOTES
3 142 3
North Elevation
202
Scale 1:50
2 987
5
2 987
4
3 142
3
- All topsoil to be removed from the building platform below the floor slab and foundations.
2
- Prior to placement of fill, the sub-grade must be inspected by the geotechnical engineer. Any soft soil spots found after topsoil removal and ground levelling shall be undercut and replaced with compacted hardfill.
1
- All preparation of foundation ground beams/piles and slab placement to be inspected and approved by the structural engineer prior to pouring of concrete
+78,205
Flashing Profiled metal cladding
1,000
2 000
NOTE:
ALL ARCHITECTURAL DRAWINGS MUST BE READ IN CONJUNCTION WITH THE STRUCTURAL ENGINEERING CALCS, DRAWINGS AND DETAILS. ADDITIONALLY REFER TO GEOTECHINCAL REPORT FOR MORE INFORMATION
+76 410
60°
01 RevID
+75 300 third floor
Aluminium joinery Fibre cement board
26/06/2019
ChID
Change Name
REF:
8 000 BDY
PROJECT:
+72 700 Second floor
South Elevation Scale 1:50
Grafton Accomodation Ltd CONSULTANTS: Surveyor:
Wood and Partners Consultants Ltd Fire engineering:
+70 100 First floor
Deck level +67 300
GL +67 200
Point 2 +68 410
Wap Fire Ltd
Structural engineering
Stephen Mitchell Engineers Ltd
1 400 to proposed East retaing wall
Point 1 +68 670
CHECKED: EP SCALE @ A1: 1:50
DRAWN: SCALE: TITLE:
TK
Elevations North and South
+67 500 Ground Floor
REV:
SHEET:
202
01
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
Room 018
Room 019
965
1 100
60°
2 405
4 202
20 Park Avenue, Grafton, Auckland, 1023 CLIENT:
BDY
2 500 1 600 to propsed
+67 500 Ground Floor
#Pln
Park Avenue Hostel +72 700 Second floor
Proposed Southern retaining wall to garden
45°
+70 100 First floor
Existing wooden paling fence
Date
DRAFT FOR INFO
+75 300 third floor
+75 300 4 third floor
+75 300 4 third floor
Room 013
Room 014
Room 015
Room 006
Room 007
Room 008
+72 700 3 Second floor
Allowed +72 188
Actual +72 138
+72 700 3 Second floor
Room 009 45°
+70 100 2 First floor
+70 100 2 First floor
Room 001
Room 002
Room 003
Room 004 Point 1 +68 670
Point 2 +68 410
+67 500 1 Ground Floor
+67 500 1 Ground Floor
Scale 1:50
2
1
1
2
3
Room 018
4
2 405
Section 3
3
Room 019
5
60° 01 RevID
05/03/2020 ChID
Change Name
Date
DRAFT FOR INFO
1 100
3 204
4
+75 300 4 third floor
+75 300 4 third floor
Room 017
Room 016
REF:
PROJECT:
Stairs
#Pln
Park Avenue Hostel 20 Park Avenue, Grafton, Auckland, 1023
+72 700 3 Second floor
+72 700 3 Second floor
Allowed +72 188
Actual +72 138
CLIENT:
Grafton Accomodation Ltd Room 012
Room 011
Room 010
Stairs
CONSULTANTS: Surveyor:
45°
Wood and Partners Consultants Ltd Fire engineering:
Wap Fire Ltd Structural engineering +70 100 2 First floor
+70 100 2 First floor
2 500
5
Lounge Point 1 +68 670
Room 005
Stephen Mitchell Engineers Ltd DRAWN: SCALE:
CHECKED: EP SCALE @ A1: 1:50
Stairs
Sections Point 2 +68 410
REV:
SHEET:
204
4
Section 4
204
Scale 1:50
+67 500 1 Ground Floor
TK
TITLE:
01
+67 500 1 Ground Floor THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
Ce bâtiment s’insère en arrière cours d’un tissu urbain typique d’Auckland, composé de petit immeubles coté rue et d’habitation individuelles en bois de type bungalow de l’autre côté.
01 RevID
26/06/2019 ChID
Change Name
Date
DRAFT FOR INFO
REF:
PROJECT:
#Pln
Park Avenue Hostel 20 Park Avenue, Grafton, Auckland, 1023 CLIENT:
Grafton Accomodation Ltd CONSULTANTS: Surveyor:
Wood and Partners Consultants Ltd Fire engineering:
Wap Fire Ltd Structural engineering
Stephen Mitchell Engineers Ltd DRAWN: SCALE:
CHECKED: EP TK SCALE @ A1: 1:13,4227, 1:30, 1:35
TITLE:
Perspectives
REV:
SHEET:
301
01
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
TUTANEKAI
LEGAL DISCRIPTION: 2 TUTANEKAI STREET, GREY LYNN, AUCKLAND 1021 Flat 1 DP 107461, 1/2 SH Lot 68 DP 3147, Garage 1 DP 107461 GROSS SITE AREA: 1176m2 WIND ZONE
Tutanekai House Renovation 2 Tutanekai street Grey Lynn, Auckland 1021
Building Consent vendredi 14 février 2020
Tutanekai est un projet de réhabilitation, extension, surélévation et déplacement d’une maison en bois de type bungalow a Auckland. La maison existante est constituée d’un premier étage accessible depuis la route posé sur un soubassement intégré dans un terrain en pente. Le projet consiste à surélevé le premier étage tout en décaissant le sous-sol afin de le transformé en second étage d’habitation. La maison sera également déplacé de quelques mètres sur la parcelle afin de la dotée d’un garage suffisant.
DP
31
47
SER
MH
The plumbing these drawin Plumbers and D work to be done utilities & service Veri
238°09' 37.70
WW
(P
LO
TT
ED
The contractor s during excav services to avoi or damage to ex
FR
OM CO
DE 10 CK 7m ²
UN
CIL
RE
CO
N
RD
Where requi reinstated to satisfaction of
S)
LINE WW
TOP OF CURVED ROOF 43.03
TTED (PLO
TIM 84 BE m² R H
S) RD
LO
TT
ED
FR
OM CO
TE WW OM PRIVA FR S) TED CORD (PLOT CIL RE COUN
UN
CIL
RE
CO
RD
S)
1
PR (P IVA CO LOT TE UN TE WW CIL D F RE RO CO M RD S)
2 6 871
3
PA DR VED 83 IVE m² WA Y
4
975
1 035
PH OEN IX
40 .7
Pool fence
Gate
Gutter
2 691
UN
e
rag
ed
ga
lish
mo
40 .9
De
Existing roof
4°
8
RE
3 514
Gutter
B
S)
Gutter
D PLANT
RD
.00 41
CO
PA
LING
FL:+42,130
FENC
3 115
1
40.50
Proposed new garage 39m2
ter
F
D NGF +42 080
Gutter
5 235
0 1 00
14
7
Existing roof
Existing roof
Step D FL:+42,123
41.00
Gutter
40 .6
6
41 .0
6
D
Existing roof
Set out 4 854
H
Existing roof Deck lvl +42,465
3 000
+41 990
9
Existing SW
eck Ch 47 4 7
Set Out 4 324
910
D Sliding gate
I
5
41.00
Set Out 5 197 +3 376
G
40 .7
PRIVATE SW FROM #2A (PLOTTED FROM COUNCIL RECORDS)
PALING FENCE
Porch FL:+42,205
4 DP 3
40.50
PALING FENCE
Gut
E
HOUSE 144m² FL +42,915
41 .2
0
Retaining wall
A
40 .4
D
Existing roof
4°
COMMON AREA
ut tO Se GL9 to 75 8
C
7
RIDGE 44.72
OM CO
PALING FENCE
FR
CIL
Extended deck 4° FL: +42,855
40.50
TT
ED
14
D
HIG H
A
LO
40.00
2
Gutter
D
GUTTER 43.59
9m
WW
MH (P
40.00 40 .0
+40 200
40 40.50 .5 6
PA L
M1
9
2 000
Pool fence
7
Check dim 5 105 to pool
328°09'00" 42.67
" '30 °48 122 7.21 4
9
69 DP 3
7
14 000
7
14
39 .7
New timber fence to maintain heigh of previous fence
40 .6
5 DP 3
8
9 335
15 085
CO
MH (P
SE
Check dim from GL A 23 265
RE CIL UN CO OM FR
WW
OU
GUTTER 42.03
380
7
Check dim 18 604 to pool
14
NGF +42,010
I
41 .4
41.50
0
CONC WALL
42 OAB .0 D 1
41 .9
41 .9
7
4
58°09'
17.48
41 .8
41 .6
41 .7
5
CONC. CROSSING
2
1
CONC. CROSSING
SEALED FOOTPATH
100 Ø WATERMAIN ( PLOTTED FROM COUNCIL RECORDS) SW O IL UTL 41 ET .4 9
GRASS BERM
1 035 6 871
975
1
2
KERB & CHANNEL
1 300
3
4
2 260
1 230
5
6
4 545
7
8
160 Ø WW LINE ( PLOTTED FROM COUNCIL RECORDS) W LL WM 41 H .6 4
TUTANEKAI STREET
ALL ARCHITECTU IN CONJUNCTI ENGINEERING CA ADDITIONALLY REPORT F
225 Ø SW LINE ( PLOTTED FROM COUNCIL RECORDS)
3
4
Key
8
Existing walls
7 A.404
Proposed walls
Existing Roof
100
Hall
Hall
Check dimension To be confirmed with architect
Bedroom
7 A.403 Timber floor
Garage
Carpet +42 915 2 Ground Floor
Stairs
+42 130
945
concrete
Timber floor
75
2 370
2 A.406
Entry
2 610
Existing GF Level
10 A.402 Pile to structure engineer detail
1 A.402 6 A.401
+40 250 1 Basement
2 A.402
A
50 20
Section Scale 1:50
G
F
B 2 A.404
8 A.403
1 A.404
Shelf
2 610
2 A.403 2 340
Garage
+42 915 2 Ground Floor
4 A.401
Concrete finishes
1:156 fall
+40 250 1 Basement
B
#DrgID #LayID
Section Scale @A1 1:50
I
G
5 A.405
D
A 01 RevID
ChID
Change
BUI Existing roof
Existing roof
New pitched ceiling
Hallway
Kitchen
PROJECT:
Tutaneka Renovatio
Living
Bedroom
4 A.406 Timber floor
2 Tutanekai s Auckland 10 CLIENT:
Marlene B Tom Kean
Timber floor
270
Timber floor
CONSULTANTS:
150Min
3 A.402 Under stair void
Laundry
Hallway
2 395
Bedroom
Living
DRAWN: SCALE: Tiles
Timber floor
Carpet
Timber floor
EP SCA
Sections
1 250
3 A.401
1 600
150
TITLE:
4 5 A.402 A.402
SH
C
Section Scale 1:50
200
6 DP 3
Ø 150
Il s’agit d’un projet aux demandes techniques importantes. En effet, déplacer une maison en bois est assez rare en Europe, cependant, il s’agit de travaux relativement courants en Nouvelle-Zélande.
All work sh accordance wi and relevant NZ
THE CONTRACTOR SH LEVELS AND ANGLES O THE COPYRIGHT OF TH REMAIN THE PROPERTY
20°
LEGAL DISCRIPTION:
4
UPPER ROOF UNDERLAY LAPPED OVER FLASHING
4161T 4.4: ROOFING UNDERLAY [refer spec]
4711M 4.2: MAMMOTH™ WALL SECTIONS - AIRLAY [refer spec] 4161T 4.3: WALL UNDERLAY [refer spec]
200 MIN
GENERAL NOTE: Wrap building paper over "z" flashing
STOPEND
7.5
35m min
125 mm
2 TUTANEKAI STREET, GREY LYNN, AUCKLAND 1021 Flat 1 DP 107461, 1/2 SH Lot 68 DP 3147, Garage 1 DP 107461 GROSS SITE AREA: 1176m2 HIGH WIND ZONE
MIN
SOFT EDGE DRESSED OVER CORRUGATE
4311 4.1: PROFILED METAL ROOFING PRE-FINISHED HOTDIPPED ALUMINIUM/ZINC COATED STEEL [refer spec]
50 mm MIN. OVERHANG
250
N.
9 MI
grid
ROOF TRUSS
EAVE FLASHING
non-corrosive "z" flashing 4337E 4.2: ECOPLY® OR PLYTECH ROOFING (T&G) [refer spec] 17mm min.
4422WT 4.1: WPS DUROTUF® TPO ROOFING MEMBRANE - SMOOTH BACK [refer spec] 2°
4337E 4.2: ECOPLY® OR PLYTECH ROOFING (T&G) [refer spec] 4422WT 4.1: WPS DUROTUF® TPO ROOFING MEMBRANE - SMOOTH BACK [refer spec] 4422WT 4.2: DRIP EDGE TRIM [refer spec]
7411 4.1: SPOUTING [refer spec] 46
2°
4239JH 4.1: VILLABOARD™ SOFFIT LINING - FLUSH JOINTED [refer spec]
FIRRINGS
epiTAPE
200 UB 25 STEEL BEAM
air
Air
4422WT 4.3: OVER FASCIA VENTILATOR [refer spec]
4221CH 4.4: CAVITY BATTENS [refer spec]
7411: Rainwater Spouting Systems [refer spec]
4221CH 4.1: ROSENFELD KIDSON CEDARSCREEN RUSTICATED WEATHERBOARDS [refer spec]
7411 4.3: DOWNPIPES [refer spec]
GARAGE EAVES
1
Scale @A1 1:5
2
B
GARAGE CHANGE IN ROOF PITCH RIDGE FLASHING 4161T 4.4: ROOFING UNDERLAY [refer spec]
4311 4.1: PROFILED METAL ROOFING PRE-FINISHED HOTDIPPED ALUMINIUM/ZINC COATED STEEL [refer spec]
125 mm
9
20°
MIN. TIMBER TREATMENT REQ'S.
5113G 4.3: GIB® STANDARD SYSTEMS CEILINGS [refer spec]
MEMBRANE ROOF/EXISTING HOUSE
NOTE: All structural timbers to be minimum SG8 grade
WALLS
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
Scale @A1 1:5
Enclosed and internal wall framing Cavity battens behind wall claddings Framing and other members within enclosed cantilevered decks
10 EAVES TO ENTRANCE
EAVE FLASHING
Scale @A1 1:5 4311 4.1: PROFILED METAL ROOFING PRE-FINISHED HOTDIPPED ALUMINIUM/ZINC COATED STEEL [refer spec] 4161T 4.4: ROOFING UNDERLAY [refer spec] 35 min cover
4161T 4.4: ROOFING UNDERLAY [refer spec]
grid
4311 4.1: PROFILED METAL ROOFING PRE-FINISHED HOTDIPPED ALUMINIUM/ZINC COATED STEEL [refer spec]
2 Crests
Scale @A1 1:5
4161T 4.4: ROOFING UNDERLAY [refer spec]
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
4511 4.10: FLASHINGS [refer spec]
OVERALL VALLEY GUTTER WIDTH250 mm
4311 4.1: PROFILED METAL ROOFING PRE-FINISHED HOTDIPPED ALUMINIUM/ZINC COATED STEEL [refer spec]
CLEARANCE BET. ROOFING = 80 mm
Packer Wall underlay dressed into opening with flexible flashing tape installed over wrap to corners at head
50 mm min.
20mm min. ,
4221CH 4.1: ROSENFELD KIDSON CEDARSCREEN BEVEL BACK WEATHERBOARDS [refer spec]
4
7
ROOF VALLEY TO GARAGE
VERGE TO GARAGE (TIMBER FRAMEWORK WALL)
RevID
14/02/2020 ChID
2no. 290 x 45MM SG8 BEAMS
4711M 4.5: MAMMOTH MASONRY WALL SECTION TO CEILING OF SKILLION ROOFS [refer spec]
Scale @A1 1:5
Scale @A1 1:5
Change Name
Date
BUILDING CONSENT
190x45 TIMBER RAFTER
5113G 4.3: GIB® STANDARD SYSTEMS CEILINGS [refer spec]
4161T 4.3: WALL UNDERLAY [refer spec]
8
Wrap building paper over flashing 100 min
01
4711M 4.4: MAMMOTH SKILLION ROOF SECTIONS [refer spec]
4311 4.2: FLASHINGS [refer spec]
JUNCTION BETWEEN MEMBRANE AND PITCHED ROOF Scale @A1 1:5
4311 4.2: FLASHINGS [refer spec]
4311 4.1: PROFILED METAL ROOFING PRE-FINISHED HOTDIPPED ALUMINIUM/ZINC COATED STEEL [refer spec] 4161T 4.4: ROOFING UNDERLAY [refer spec]
4311 4.1: PROFILED METAL ROOFING PRE-FINISHED HOTDIPPED ALUMINIUM/ZINC COATED STEEL [refer spec]
50 min
H5
4161T 4.3: WALL UNDERLAY [refer spec]
ROOFING WRAP CONTINUOUS UNDER GUTTER IF TREATED TIMBER IS USED
Scale @A1 1:5
4
H4
4221CH 4.4: CAVITY BATTENS [refer spec]
SOLID SUPPORT FOR VALLEY GUTTER
GARAGE EAVES/WINDOW HEAD
4711M 4.2: MAMMOTH™ WALL SECTIONS - AIRLAY [refer spec]
H3.2
FIRINGS
air
4511 4.4: EXTERIOR TIMBER SASH [refer spec]
H3.2
Varies (50 min.)
10 min cover.
4422WT 4.1: WPS DUROTUF® TPO ROOFING MEMBRANE SMOOTH BACK [refer spec]
ROOF RIDGE TO GARAGE
5
Engineer specified lintel
H1.2
LANDSCAPING
on clips
5m ax
H1.2 H3.1 H3.2
ROOFS Enclosed trusses, skillion & flat roof framing and all associated roof members Exposed roof framing and all associated roof members (above ground)
Pergolas, fence pailings/rails etc and other exposed framing members (above ground) Pergola & fence posts/railings etc (in contact with the ground) Ground retaining poles/posts and rails
4311 4.2: FLASHINGS [refer spec] 10mm
4239JH 4.1: VILLABOARD™ SOFFIT LINING - FLUSH JOINTED [refer spec]
F
70
7411 4.1: SPOUTING [refer spec]
3
4511 4.4: EXTERIOR TIMBER SASH [refer spec]
4711M 4.5: MAMMOTH MASONRY WALL SECTION TO CEILING OF SKILLION ROOFS [refer spec]
5113G 4.3: GIB® STANDARD SYSTEMS CEILINGS [refer spec]
4311 4.1: PROFILED METAL ROOFING PRE-FINISHED HOTDIPPED ALUMINIUM/ZINC COATED STEEL [refer spec]
SOFT EDGE
7.5
2400 Ceiling
4711M 4.4: MAMMOTH SKILLION ROOF SECTIONS [refer spec]
4711M 4.5: MAMMOTH MASONRY WALL SECTION TO CEILING OF SKILLION ROOFS [refer spec]
Scale @A1 1:5 4161T 4.4: ROOFING UNDERLAY [refer spec]
50 mm MIN. OVERHANG
4711M 4.4: MAMMOTH™ SKILLION ROOF SECTIONS [refer spec]
• Verify all dimensions on site prior to commencing any works. • Use figured dimensions in preference to scaling from drawings. • Read these drawings in conjunction with Architectural specification and all conultants documentations. • All timber species, grade, preservation treatment, and in service moisture range to be suitabel for their end use environment and comply with NZS 3602 : 2003. • All timber SG8 minimum unless noted otherwise. • All timber to be separated from concrete or masonry by damp proof course. • Apply proprietary materials & components to the manufacturers expressed written instructions. • Material performance to comply with all aspects of the NZ Building Code approved documents NZS3604:2011 and local authority bylaws and regulations. • Finished levels in relation to interior floor levels to NZS3604:2011. • Plumber to confirm with T/A on backflow prevention. • All steel work & materials to comply with NZS3404 and welders to be qualified to NZS4711. • All concrete work to comply with NZS3109 All foundations to extend to firm 300kPa bearing. Refer Structural Engineer. • All Masonry work to be carried out in accordance and to comply with NZS 4210 and NZS 4229 and to Engineers Specifications.
4161T 4.4: ROOFING UNDERLAY [refer spec]
REF:
PROJECT:
grid
SOAKER FLASHING FOR PIPE / CHIMNEY PENETRATION (85-500mm DIA, MID ROOF)
2 Crests
70
on clips
ax 5m
19100
Tutanekai House Renovation 2 Tutanekai street Grey Lynn, Auckland 1021
PIPE / CHIMNEY PENETRATION
4311 4.2: Typical FLASHINGS Barge Flashing [refer spec]
SEAL UNDER
CLIENT: LL
SOAKER FLASHING MUST BE FULLY SUPPORTED - USE 9mm PLY INSIDE CUT AREA OF ROOFING
Marlene Brunt and Tom Keane
FA
CONSULTANTS:
IN
0M
MAX WID CA TH TCH 11 MEN 50 mm T
air
4221CH 4.1: ROSENFELD KIDSON CEDARSCREEN BEVEL BACK WEATHERBOARDS [refer spec]
25
DRAWN: SCALE:
LL
Y
FA
SEPERATE ROOFING SHEETS OVER, TRIM TO FORM 2 OVERLAPS
4221CH 4.4: CAVITY BATTENS [refer spec]
IN
0M
ROOFING INDUSTRIES
20
Y
JUNCTION BETWEEN PITCHED GARAGE ROOF AND MAIN HOUSE
6
A.404
11 ROOF PENETRATION
Scale @A1 1:5
grid
LEGAL DISCRIPTION:
Existing timber floor reinforced as shown on drawing A.206
20
4221CH 4.4: CAVITY BATTENS [refer spec] 4221CH 4.5: ROSENFELD KIDSON CAVITY CLOSER / VERMIN-PROOFING [refer spec]
4711P 4.1: PINK® BATTS® MASONRY INSULATION ACOUSTIC INSULATION [refer spec] 4721P 4.1: PINK® BATTS® SILENCER® MIDFLOOR [refer spec]
5113G 5113G 4.1: 4.1: GIB® GIB® STANDARD STANDARD SYSTEMS WALLS WALLS [refer [refer spec] spec] SYSTEMS
5113G 4.6: GIB® SOUND RATED SYSTEMS - 2 LAYERS OF 10MM NOISELINE [refer spec]
Packer
7
Wall Wall underlay underlay dressed dressed into into opening opening with with flexible flexible flashing flashing tape tape installed installed over over wrap wrap to to at at head head
UPPER FLOOR DETAIL Scale @A1 1:5
4511 4.3: EXTERIOR TIMBER FRAME [refer spec]
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
4511 4.10: FLASHINGS [refer spec]
Packer
Selected architrave
grid
WINDOW HEAD DETAIL - NEW WALL
1
4161T 4.3: WALL UNDERLAY [refer spec] 10 mm
5313KL 4.1: RONDO KEY-LOCK DIRECT FIX CEILING SYSTEM TO FIRE/SOUND FLOORS [refer spec]
Wall underlay dressed into opening with flexible flashing tape installed over wrap to corners at head
4511 4.3: EXTERIOR TIMBER FRAME [refer spec]
190
270
20
35
5
35 min cover
10mm 4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
Packer
Wall underlay dressed into opening with flexible flashing tape installed over wrap to corners at head
BATTEN ON GIB QUIET CLIP
10 min cover.
Architrave to match existing
WINDOW HEAD DETAIL - EXISTING WALL
4
Scale @A1 1:5
2 TUTANEKAI STREET, GREY LYNN, AUCKLAND 1021 Flat 1 DP 107461, 1/2 SH Lot 68 DP 3147, Garage 1 DP 107461 GROSS SITE AREA: 1176m2 WIND ZONE
GENERAL NOTE:
FFL = 42.915
10 min cover
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
Additional wall underlay from overlap above lapped over flashing 4511 4.10: FLASHINGS [refer spec]
Engineer specified lintel
10 min cover.
15°
35 min cover
10mm
Engineer specified lintel
Architrave to match existing
Existing direct fixed weatherboard
FFL FFL == 42.915 42.915
5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
01
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
grid
5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
REV:
SHEET:
11 VERGE TO GARAGE (BLOCK WALL)
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
CHECKED: TK 1:20, 1:10, 1:5, 1:25
Roof Details
FLASHING SOFT EDGE DRESSED INTO PAN
Scale @A1 1:5
4161T 4.3: WALL UNDERLAY [refer spec] 4221CH 4.1: ROSENFELD KIDSON CEDARSCREEN BEVEL BACK WEATHERBOARDS [refer spec] 4221CH 4.4: CAVITY BATTENS [refer spec] 4221CH 4.5: ROSENFELD KIDSON CAVITY CLOSER / VERMIN-PROOFING [refer spec] 4511 4.10: FLASHINGS [refer spec]
EP SCALE @ A1:
TITLE:
EPDM FLEXIBLE BOOT FLASHING SCREW FIXED DIAGONALLY & SEALED TO METAL SOAKER FLASHING, FIT NEOPRENE WASHERS UNDER SCREWS.
4161T 4.3: WALL UNDERLAY [refer spec]
Scale @A1 1:5
• Verify all dimensions on site prior to commencing any works. • Use figured dimensions in preference to scaling from drawings. • Read these drawings in conjunction with Architectural specification and all conultants documentations. • All timber species, grade, preservation treatment, and in service moisture range to be suitabel for their end use environment and comply with NZS 3602 : 2003. • All timber SG8 minimum unless noted otherwise. • All timber to be separated from concrete or masonry by damp proof course. • Apply proprietary materials & components to the manufacturers expressed written instructions. • Material performance to comply with all aspects of the NZ Building Code approved documents NZS3604:2011 and local authority bylaws and regulations. • Finished levels in relation to interior floor levels to NZS3604:2011. • Plumber to confirm with T/A on backflow prevention. • All steel work & materials to comply with NZS3404 and welders to be qualified to NZS4711. • All concrete work to comply with NZS3109 All foundations to extend to firm 300kPa bearing. Refer Structural Engineer. • All Masonry work to be carried out in accordance and to comply with NZS 4210 and NZS 4229 and to Engineers Specifications.
4221CH 4.5: CAVITY BATTENS [refer spec]
MIN. TIMBER TREATMENT REQ'S.
4221CH 4.1: ROSENFELD KIDSON CEDARSCREEN RUSTICATED WEATHERBOARDS [refer spec]
grid grid
NOTE: All structural timbers to be minimum SG8 grade
WALLS
4161T 4.3: THERMAKRAFT WATERGATE-PLUS™ 295 [refer spec]
8
JUNCTION OF BASEMENT & UPPER WALLS Scale @A1 1:5
Enclosed and internal wall framing Cavity battens behind wall claddings Framing and other members within enclosed cantilevered decks
H1.2 H3.1 H3.2
ROOFS Building paper and flexible flashing tape dressed into opening
4511 4.3: EXTERIOR TIMBER FRAME [refer spec]
Building paper and flexible flashing tape dressed into opening
4511 4.3: EXTERIOR TIMBER FRAME [refer spec]
4511 4.10: FLASHINGS [refer spec]
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
4511 4.10: FLASHINGS [refer spec]
15°
flashing to line with back of window frame 15° min fall 34 min cover.
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
flashing to line with back of window frame 15° min fall 35 min cover.
15°
5 min gap
Enclosed trusses, skillion & flat roof framing and all associated roof members Exposed roof framing and all associated roof members (above ground)
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
BEAM Refer to Engineers Drawings
Pergolas, fence pailings/rails etc and other exposed framing members (above ground) Pergola & fence posts/railings etc (in contact with the ground) Ground retaining poles/posts and rails
4555 4.1: GARAGE DOOR SECTIONAL OVERHEAD DOOR [refer spec] 4555 4.1: GARAGE DOOR SECTIONAL OVERHEAD DOOR [refer spec]
H1.2 H3.2
LANDSCAPING
4221CH 4.6: ROSENFELD KIDSON CAVITY CLOSER / VERMIN-PROOFING [refer spec]
H3.2 H4 H5
2100 Opening
5 min gap 4221CH 4.1: ROSENFELD KIDSON CEDARSCREEN BEVEL BACK WEATHERBOARDS [refer spec] 4221CH 4.4: CAVITY BATTENS [refer spec]
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
2
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
4161T 4.3: WALL UNDERLAY [refer spec]
5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
WINDOW SILL DETAIL - NEW WALL
4161T 4.3: WALL UNDERLAY [refer spec]
WINDOW SILL DETAIL - EXISTING WALL
5
Scale @A1 1:5
Scale @A1 1:5
8
GARAGE DOOR HEAD Scale @A1 1:5 01 RevID
14/02/2020 ChID
Change Name
Date
BUILDING CONSENT
4511 4.10: FLASHINGS [refer spec] hook ends
90 x 19MM & 69 x 19MM COVER BOARDS
Building wrap dressed into opening with flexible flashing tape
line of sill board 4161T 4.3: WALL UNDERLAY [refer spec]
line of sill board
SCRIBER SEALED TO WEATERBOARDS
line of head flashing over 4821 4.1: FLASHINGS [refer spec] 65 X 65 MM MIN.
90 x 19MM & 69 x 19MM COVER BOARDS
4511 4.3: EXTERIOR TIMBER FRAME [refer spec]
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
3
5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
4161T 4.3: WALL UNDERLAY [refer spec]
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
4221CH 4.1: ROSENFELD KIDSON CEDARSCREEN BEVEL BACK WEATHERBOARDS [refer spec]
3320 4.2: MASONRY UNITS [refer spec]
4161T 4.3: WALL UNDERLAY [refer spec]
CLIENT:
Marlene Brunt and Tom Keane CONSULTANTS:
DRAWN: SCALE:
9
WALL CORNER DETAIL TO GARAGE Scale @A1 1:5
6
4161T 4.5: FLEXIBLE FLASHING TAPE [refer spec]
5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
Architrave to match existing
Architrave to match existing
WINDOW JAMB DETAIL - NEW WALL Scale @A1 1:5
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
4221CH 4.1: ROSENFELD KIDSON CEDARSCREEN BEVEL BACK WEATHERBOARDS [refer spec]
SCRIBER SEALED TO WEATERBOARDS 4821 4.1: FLASHINGS [refer spec] 65 X 65 MM MIN.
4161T 4.5: FLEXIBLE FLASHING TAPE [refer spec] 4511 4.3: EXTERIOR TIMBER FRAME [refer spec]
10 WALL CORNER DETAIL TO GARAGE Scale @A1 1:5
19100
Tutanekai House Renovation 2 Tutanekai street Grey Lynn, Auckland 1021
10
10
10
Scriber sealed to Weatherboard
Building wrap dressed into opening with flexible flashing tape
line of head flashing over
REF:
PROJECT:
4511 4.10: FLASHINGS [refer spec] hook ends
10
Scriber sealed to Weatherboard 4221CH 4.1: ROSENFELD KIDSON CEDARSCREEN BEVEL BACK WEATHERBOARDS [refer spec] 4161T 4.3: WALL UNDERLAY [refer spec]
EP SCALE @ A1:
CHECKED:
TK
1:5
TITLE:
Window/Door Details
WINDOW JAMB DETAIL - EXISTING WALL Scale @A1 1:5
REV:
SHEET:
A.403
01
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
Les documents présentés ici sont issus du Building Consent. Il s’agit d’une autorisation technique de construire donnée par les autorités régionales. Les détails ci après sont donc obligatoires afin de valider cette autorisation et pouvoir commencer la construction;
LEGAL DISCRIPTION:
2 TUTANEKAI STREET, GREY LYN 1021 Flat 1 DP 107461, 1/2 SH Lot 68 D DP 107461 GROSS SITE AREA: 1176m2 HIGH WIND ZONE
grid grid
GENERAL NOTE: 215
215 90
90 5151 4.1: INTERNAL TIMBER TRIM [refer spec]
5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
grid
STAIR
5151 4.1: INTERNAL TIMBER TRIM [refer spec]
140 25
FFL = 42.915
4161T 4.1: DPC [refer spec]
BATTEN ON GIB QUIET CLIP
4161T 4.1: DPC [refer spec]
BATTEN ON GIB QUIET CLIP
190
GARAGE 4161T 4.1: DPC [refer spec]
5
276
5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
5151 4.1: INTERNAL TIMBER TRIM [refer spec]
35
4711E 4.1: EXPOL BLACK INSULATION - TIMBER FLOORS [refer spec]
26
FFL = 42.130 CEILING LEVEL = 42.639
CEILING LEVEL = 42.639
4711P 4.1: PINK® BATTS® MASONRY INSULATION - ACOUSTIC INSULATION [refer spec] 4721P 4.1: PINK® BATTS® SILENCER® MIDFLOOR [refer spec] 5313KL 4.1: RONDO KEY-LOCK DIRECT FIX CEILING SYSTEM TO FIRE/SOUND FLOORS [refer spec] 5113G 4.6: GIB® SOUND RATED SYSTEMS - 2 LAYERS OF 13MM FYRELINE [refer spec]
4711P 4.1: PINK® BATTS® MASONRY INSULATION ACOUSTIC INSULATION [refer spec] 4721P 4.1: PINK® BATTS® SILENCER® MIDFLOOR [refer spec]
STAIR
5313KL 4.1: RONDO KEY-LOCK DIRECT FIX CEILING SYSTEM TO FIRE/SOUND FLOORS [refer spec]
4
5113G 4.6: GIB® SOUND RATED SYSTEMS - 2 LAYERS OF 10MM NOISELINE [refer spec]
4711E 4.1: EXPOL BLACK INSULATION - TIMBER FLOORS [refer spec]
RETAINING WALL BETWEEN BASEMENT AND FLOOR VOID Scale @A1 1:5 190
25
190
2389MM FROM 2389MM BASEMENT FROM BASEMENT FLOOR LEVEL FLOOR LEVEL
4161T 4.2: DPM [refer spec]
20
FFL = 42.915 4711M 4.2: MAMMOTH™ WALL SECTIONS - AIRLAY [refer spec]
5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
• Verify all dimensions on site pri commencing any works. • Use figured dimensions in prefe from drawings. • Read these drawings in conjun Architectural specification and al documentations. • All timber species, grade, prese treatment, and in service moistur suitabel for their end use environ comply with NZS 3602 : 2003. • All timber SG8 minimum unless otherwise. • All timber to be separated from masonry by damp proof course. • Apply proprietary materials & co manufacturers expressed written • Material performance to comply of the NZ Building Code approve NZS3604:2011 and local authorit regulations. • Finished levels in relation to int to NZS3604:2011. • Plumber to confirm with T/A on prevention. • All steel work & materials to com NZS3404 and welders to be qua NZS4711. • All concrete work to comply with foundations to extend to firm 300 Refer Structural Engineer. • All Masonry work to be carried accordance and to comply with N NZS 4229 and to Engineers Spe
MIN. TIMBER TREATME
NOTE: All structural timbers to be m
WALLS
Enclosed and internal wall framing Cavity battens behind wall cladding Framing and other members within cantilevered decks
25
25
ROOFS
3
Enclosed trusses, skillion & flat roof and all associated roof members Exposed roof framing and all assoc members (above ground)
5113G 4.1: GIB® STANDARD SYSTEMS WALLS [refer spec]
RETAINING WALL BETWEEN BASEMENT AND HALL/STAIR
LANDSCAPING
Scale @A1 1:5
Pergolas, fence pailings/rails etc an exposed framing members (above g Pergola & fence posts/railings etc (i with the ground) Ground retaining poles/posts and r
1
4131WB 4.4: EXPOL POLYSTYRENE DRAINAGE PROTECTION [refer spec]
RETAINING WALL BETWEEN GARAGE AND STAIR Scale @A1 1:5
190
4131WB 4.2: WPS BITUBOND® SELF ADHESIVE TANKING MEMBRANE [refer spec]
VOID 4131WB 4.4: EXPOL POLYSTYRENE DRAINAGE PROTECTION [refer spec]
4131WB 4.2: WPS BITUBOND® SELF ADHESIVE TANKING MEMBRANE [refer spec] 01
5151 4.1: INTERNAL TIMBER TRIM [refer spec]
FFL = 40.250
7441 4.1: PERFORATED DRAINAGE PIPING [refer spec]
7441 4.1: PERFORATED DRAINAGE PIPING [refer spec]
4161T 4.2: DPM [refer spec]
RevID
Change Name
BUILDING CO
4161T 4.2: DPM [refer spec]
3114E 4.1: EXPOL THERMASLAB INSULATION S & H GRADES CONCRETE SLAB [refer spec]
ChID
FFL = 40.250
3114E 4.1: EXPOL THERMASLAB INSULATION S & H GRADES CONCRETE SLAB [refer spec]
RE
PROJECT:
Tutanekai House Renovation
2 Tutanekai street Grey Auckland 1021 CLIENT:
Marlene Brunt an Tom Keane
REFER ENGINEERS DRAWINGS FOR FOUNDATIONS
CONSULTANTS:
DRAWN: SCALE:
EP SCALE @ A1:
TITLE:
2
RETAINING WALL BETWEEN GARAGE AND STAIR Scale @A1 1:5
5
RETAINING WALL BETWEEN BASEMENT AND FLOOR VOID
Ground Floor Deta 2Details
Scale @A1 1:5
SHEET:
A.40
THE CONTRACTOR SHALL CHECK AND LEVELS AND ANGLES ON SITE PRIOR TO THE COPYRIGHT OF THESE DRAWINGS REMAIN THE PROPERTY OF KOIA ARCHIT
STRANGE-PARKINSON Il s’agit d’un projet de maison individuelle dans une zone idyllique de la Nouvelle-Zélande, Queenstown. La maison est prévue pour être construite en maçonnerie et ossature bois puis des panneaux de béton préfabriqués viendront en parement. Cette technique a été choisie en rapport avec les compétences des entreprises locales.
77°
a He
8
11
11 82
95 0
framing
20
2,50 0
89
2,10
FF: Floated finish to concrete
0
4,78
0
Ski storage
5
°
33
90
0
0
20
20
1
10
0 0 20 110
1 2
UP
3
Floated finish to concrete
4
0
5
20
6
0
0 75 470
0
10
0
95
20
Laundry wm
F2
15 5 D0 2,02 0X 95
156°
95
0
4727
5 2,02 0X 95 D014 FF:
13 5 D0 2,02 0X
F2
2,505
57
Laundry A.604
F2
90°
3 A.208 0
4,50
Mudroom
Dr
4,30
x 188 255 16R x 15G
FF: Floated finish to concrete
0
St. FF: Floated finish to concrete
2,181
0
90°
9
5,35
WN DO
B
3
RISE
• Verify all dimensions on site prior to commencing any works. • Use figured dimensions in preference to scaling from drawings. • Read these drawings in conjunction with Architectural specification and all conultants documentations. • All timber species, grade, preservation treatment, and in service moisture range to be suitabel for their end use environment and comply with NZS 3602 : 2003. • All timber SG8 minimum unless noted otherwise. • All timber to be separated from concrete or masonry by damp proof course. • Apply proprietary materials & components to the manufacturers expressed written instructions. • Material performance to comply with all aspects of the NZ Building Code approved documents NZS3604:2011 and local authority bylaws and regulations. • Finished levels in relation to interior floor levels to NZS3604:2011. • Plumber to confirm with T/A on backflow prevention. • All steel work & materials to comply with NZS3404 and welders to be qualified to NZS4711. • All concrete work to comply with NZS3109 All foundations to extend to firm 300kPa bearing. Refer Structural Engineer. • All Masonry work to be carried out in accordance and to comply with NZS 4210 and NZS 4229 and to Engineers Specifications.
p um
0
20
0
of slab and en edge 50mm betwe refer to detail
20
0
3,763
4
tp
1,58
144°
A.208
ER
GENERAL NOTE: 0
4,620
857
MM
T R SE W IN TE
2 Caldwell Lane, Bendemeer Lot 23 DP 338474 Wind Zone - High
0
35 3
68
35
1
T
be
SE
8 4,74
C
LEGAL DISCRIPTION:
tw
mm
50
ER
g
min
an
slab of il ge deta n ed r to ee refe
69
4,1
D
SU
Check dimension 29,117
NORTH MM
2
SU
G
d fra
2 A.208
F2
500
8 F4
FF: Tiles TBC
95
Check dimension 15,374
F2
Garage 9
F2
76
5 2,02 0 X 12 95 D017
S F5
0
20
670
F4
0
1,64
F3
FF: Floated finish to concrete
95
sion en dim 91 ck ,4 Che 23
Ground/honed/polished finish with ref: PFL 677 coloured insitu concrete finish by Peter Fell Ltd insitu concrete floor with 2 coats PFL epoxy sealer all as 3124PF 4.3 & 4.4 to Diamond Deck floor with hydronic in floor heating. Insitu concrete slab with floated finish and matt epoxy sealer Timber Parquet flooring with protective sealer coating TBC on insitu concrete floor. Selected tiles as 6221 4.2 on insitu concrete floor with moisture barrier as 6221 4.1. Ardex system to be used as 6221 4.3. Wet areas to have waterproofing as 6221 4.5. Selected carpet on underlay as 6511 4.1 & 4.2.
0
Gym 0
F1
20
95
9,432
FLOORS
0
2,570
16 5 D0 2,02 0X
77
°
21 5 D0 2,02 5X
54
95
12,113
A
°
950
76
Sill
FF level +453,400 Wood st.
66
0
20
0
15 0
0
20 0 60 0 1,54
D018 950 X 1,575
0
sion en dim 68 ck ,9 Che 27
FF: Floated finish to concrete
45
1 A.401
Recirculating range hood, model TBC
0
35
1
0
02
20 0 D0 2,20 0X 90
W
Smoke detector
S
2,59
0
35
Mechanical extract, ventilation
0
2,89
0
8
5,17
15
0
5
1,87
10
or do 0 rage 2,20 Ga 0 X 4,80
F2
0° Floor Void
01 RevID
4/05/20 ChID
0
1,47
Revision
Date
BUILDING CONSENT
H
1 A.402
0
90 0
20
3
0
60 0
46
Storage FF: Floated finish to concrete 4,400
0
Blue
A.208
20 0
G
,940
5,60
Fa
Red
Plant/Refuse
11
F2
770
20
Driveway 0
7
34
1,500 600
0
74
8
9
14
2,380
910
251 482 to column 1,102
0
1,00 5
CONSULTANTS:
Fall
2
29
22
1
3 10
11
Surveyor
A.208
CLARK FORTUNE MCDONALD & ASSOCIATES
3,513
Structural engineers HADLEY CONSULTANTS LTD
4
12
13
A.208
2
39
9,242
CLIENT:
Vicky Strange and Ian Parkinson
83
200
1,500
5
200
1
15
A
2,900
6
200 6,198
7
2,900
3
8
W020
200
19104
2 Caldwell Lane, Bendemeer
0
1,07
7
REF:
PROJECT:
Strange - Parkinson
0
5
2,02 0X 1,00 D019
Sill 1,425
,134
22
6 Floor void
Batter to existing
15
5
6 Floor void
0
4,80
1 A.403
0
26
Storage A.604
Yellow
94
°
ll
FF: Floated finish to concrete 148°
CHECKED:
DRAWN:
16R x 171 16G x 396
SCALE @ A1: 1:50
SCALE:
E
TITLE:
BASEMENT PLAN Fall
B
REV:
,968
24
29,104
SHEET:
A.203
retaining wall
01
45
6
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
G
ER MM T
T
8
1,87
4,74
5 A.404
SE
W IN TE
ER
R SE
SU
0 0
5
96
A.208
F8
NORTH
1,28
2
DP
2
MM
H
F Lawn level 456,250
00
2,4
SU
SE R RI
4
80
69
4,1
RISE
TE W IN
Level lawned area
Floor level 456,330
Fal
LEGAL DISCRIPTION:
l 2
01
W
9
GENERAL NOTE:
3
2
2
1,14
1,18
37
11
mp
1,18
11
pu
6
F3
25
6 A.404
F5
15 0 0
in
e drob war 70 21 0 10 0
08 5 D0 2,02 0x
Cl.
10
90°
80 0
FF: Parquet TBC
0 10
FF: Concrete
0
5 2,02 0 x 10 D0
0 0 10 40
5 A.402
Wardrobe
15
07 0 D0 2,10 0x 90
90
4,727
Floor level 456,330
2,00
90
2,400
W015
2,800
F3
0
1,46
A.402
90
2,50
DP 4 5 11 D0 2,02 0x
09 Ensuite 2 5 D0 02 FF: concrete 0 x 2,
k Wal
F1
Bedroom 3 FF: Parquet TBC
2,50
400
50 Ensuite 2 A.603
90°
Fall
2 Caldwell Lane, Bendemeer Lot 23 DP 338474 Wind Zone - High
4
at
5 A.404
1 A.407
100
1
1,59
FF: Parquet TBC
W014
He
W
5 1,05
50
8 A.404
Bedroom 2
01
DP
0
144° 3
3,584
1
9 A.404
150
100
A.208
10 A.404
1 01
1,870
239
857
77°
3 A.404
1,654 857
W
4,620 &2 of GL1 3,763
Intersection
14
D
C
456,500
3
4
F1
6 7
1
8 9 10 11 13 12 14 15 16
ll
5,64 9
6
2 NZ io d ud e St Fir ve ax od pro Ap ov St WoAir n ea Cl
1,190
464
8
6 A.402
15
1
ay
4,388
W001
5,280
4,566
llw ' ha ds 200 1,
0
10
po
0
H
4,95
0 55
88
ew Driv
0
ll
00
7 1 A.401
0
90
19104
Strange - Parkinson 2 Caldwell Lane, Bendemeer
1,05 90 0
1
3
1,000
700
Vicky Strange and Ian Parkinson
2 A.208 Fall
3,000
200
CL
213
Surveyor 2700
2000
1700
3,513 2000
16R x 171 16G x 396
CLARK FORTUNE MCDONALD & ASSOCIATES
9
2,22
Structural engineers HADLEY CONSULTANTS LTD
E
SCALE:
CHECKED:
SCALE @ A1: 1:50
TITLE:
GROUND FLOOR PLAN Fall
1,000
1,300
1,900
B
DRAWN:
F6
600
600
CLIENT:
8
1,51
CONSULTANTS:
3,100 CL
9,242
2
5
8
7
700
3,100 CL
0
12 Floor level 453,559
10
11
12
A.208 13
3,000
3,005
6
9
14 15
16
Fall
1
800
500
00
Fall
4,9
1,677
REF:
PROJECT:
11
0
3,09
0
8 38
5,565
2,000
0
94
0
1,54 0 100
10
5 A.403
r to Batte g existin
0
2,00
0
10
6
Louvres 1*
Floor level 456,330
76
2 A.402
W
148° W005
3 A.406
Date
38
0
Fa
6
W004
W003
2 A.406
W002
Revision
BUILDING CONSENT
G
1
81
ay
ll
Fa
6
4/05/20 ChID
90
15 0
F1
01 RevID
15
0
0
770
35
7
2,54
2
0 46
7 A.402
15
Kitchen and Dining
Smoke detector
Mechanical extract, ventilation
0
0
7
FF: Concrete
Recirculating range hood, model TBC S
W
94°
0
15
2,01
00
142
4
21
0
3 A.402
00
W
FF: Concrete
108
7
0
90
living
F1
F5
35
30
91
Ground/honed/polished finish with ref: PFL 677 coloured insitu concrete finish by Peter Fell Ltd insitu concrete floor with 2 coats PFL epoxy sealer all as 3124PF 4.3 & 4.4 to Diamond Deck floor with hydronic in floor heating. Insitu concrete slab with floated finish and matt epoxy sealer Timber Parquet flooring with protective sealer coating TBC on insitu concrete floor. Selected tiles as 6221 4.2 on insitu concrete floor with moisture barrier as 6221 4.1. Ardex system to be used as 6221 4.3. Wet areas to have waterproofing as 6221 4.5. Selected carpet on underlay as 6511 4.1 & 4.2.
0
15
F1
A
0 77
8 1,01
Fa
18
770
150
F GL to 683 2
FF: Carpet
15
7
0
0 2,10 0 x 06 D0
Fall
Ensuite A.602
Study A.601
Fireplace A.601
ll
Alt. to top of wall 456 930
F4
Study/ Bedroom 4
FFL 456,400
100°
1 A.406
86
86
F3
re uv
Lo
0
F4
ood
Rangeh
Kitchen A.601
Fa
143°
F2
s 2*
F5
F1
Fall
0
F1
9
00
W
Ensuite 1
FF: Tiles TBC
Floor level 456,330
ws indo 0 W 4,32
0
FLOORS
FF: Concrete
Fall
3
4,50
01
90° 5 A.407
90
DW
A.208
3*
FF: Tiles TBC HWC
S
F1
5
8
F1
5 2,02 0 x 01 D0
W018
DP
W019 DP
F7 120° Alt. to top of wall 457 900 600 200 7556W: Warmington Solid Fuel Fires [refer spec] 7556W 4.2: WARMINGTON FLUE KIT [refer spec]
W
Cl.
9
• Verify all dimensions on site prior to commencing any works. • Use figured dimensions in preference to scaling from drawings. • Read these drawings in conjunction with Architectural specification and all conultants documentations. • All timber species, grade, preservation treatment, and in service moisture range to be suitabel for their end use environment and comply with NZS 3602 : 2003. • All timber SG8 minimum unless noted otherwise. • All timber to be separated from concrete or masonry by damp proof course. • Apply proprietary materials & components to the manufacturers expressed written instructions. • Material performance to comply with all aspects of the NZ Building Code approved documents NZS3604:2011 and local authority bylaws and regulations. • Finished levels in relation to interior floor levels to NZS3604:2011. • Plumber to confirm with T/A on backflow prevention. • All steel work & materials to comply with NZS3404 and welders to be qualified to NZS4711. • All concrete work to comply with NZS3109 All foundations to extend to firm 300kPa bearing. Refer Structural Engineer. • All Masonry work to be carried out in accordance and to comply with NZS 4210 and NZS 4229 and to Engineers Specifications.
F5
FF
0
5,61
res uv
3 A.403
W016
een
betw
rhang
206
WC
W017
2 A.403
ove 50mm
Fall
150 1,131
FF: Concrete
A.208
Lo
25
150
132°
2,906
ing and fram n of slab w insultaio hedge to allo
Master bedroom FF: Concrete
5 2,02 0 x 03 D0
81
5 02 D0 2,02 9x 1,53
Floor level 456,330
Fall
5,320
1,185
90
Ensuite A.602
2,570
Alt. to top of wall 456 850
5 2,02 0 x 04 D0
F1
Hallway
95°
2,901
186 150
5 2,02 0 x 06 D0
90
1 A.408
2,118
5,019
12,113
DP
B
3
A
Wardrobe A.602
8 x 18 5 R 25 16 G x 15
2
FF: Parquet TBC
90°
2,16
Cl.
1,700
1,925
Fall
S
5
156°
D012 2,025
2,800 x
Paved area FF: Concrete paving TBC
619
La maison vient s’ncastrer dans le terrain entre deux petites collines. La forme en boomerang permet d’orienter la maison entre ces collines et de profiter de la vue sur les Southern Alps aux environs. Deux petits blocs viennent s’accrocher à l’arrière de la maison afin d’offrir deux chambres supplémentaires.
SE R RI
Check dimension 18,018
TE W IN
H
F
REV:
SHEET: 800
1700
1200
1400
2000
1250
1200
Batter to existing
retaining wall
A.204
01
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
RISE
TE W IN
1 A.208
SU
MM
ER
SE R RI
5m hight limit along grid 7
NORTH T R SE
T
W3
SE
W IN TE
ER
24
MM
854
SU
W2
Roof level +460,134
W3
Soffit level +459,280
LEGAL DISCRIPTION:
2,880
2 Caldwell Lane, Bendemeer Lot 23 DP 338474 Wind Zone - High W4
W002
W1
FFL Ground Floor +456,400
W1
W007
W003
W004
W4
W008
GENERAL NOTE: • Verify all dimensions on site prior to commencing any works. • Use figured dimensions in preference to scaling from drawings. • Read these drawings in conjunction with Architectural specification and all conultants documentations. • All timber species, grade, preservation treatment, and in service moisture range to be suitabel for their end use environment and comply with NZS 3602 : 2003. • All timber SG8 minimum unless noted otherwise. • All timber to be separated from concrete or masonry by damp proof course. • Apply proprietary materials & components to the manufacturers expressed written instructions. • Material performance to comply with all aspects of the NZ Building Code approved documents NZS3604:2011 and local authority bylaws and regulations. • Finished levels in relation to interior floor levels to NZS3604:2011. • Plumber to confirm with T/A on backflow prevention. • All steel work & materials to comply with NZS3404 and welders to be qualified to NZS4711. • All concrete work to comply with NZS3109 All foundations to extend to firm 300kPa bearing. Refer Structural Engineer. • All Masonry work to be carried out in accordance and to comply with NZS 4210 and NZS 4229 and to Engineers Specifications.
W009
W006
W005
W1
W1 BUILDING ENVELOPE RISK MATRIX West WestElevation Elevation
W1
3,000
Risk Factor Risk Severity Risk Score Wind zone (per NZS 3604) High risk 1 Number of storeys High risk 2 Roof/wall intersection design High risk 3 Eaves width Medium risk 1 Envelope complexity High risk 3 Deck design Low risk 0 Total Risk Score:
W020
1
W2
A.208 W021 D020 Garage door
10
D019
FFL Basement +453,400
1
West Elevation Scale 1:50
2 A.208
E
F
G H
5m height limit along grid 4
5m height limit along grid 8
W2
854
Roof level +460,134
W2
W3
W3
FINISHES SCHEDULE
2,880
2,110
Soffit level +459,280
WALLS
W002
+456,400 FFL Ground Floor
W003
600
W1 W4
W004
770
W006
W005
770
W007
W1
W4 W008 6 A.402
W009
W1
Precast Concrete panel with smooth finish as 3130 4.1
W2
Cedar vertical weatherboard (RK56) with bandsawn finish and Dryden Woodoil Elm Stain as 4221CV 4.1 & 4.9
W3
Lightweight glass reinforced concrete precast panel with smooth finish as 3143 4.1. Finish to match other external precast concrete panels.
ALUMINIUM JOINERY Aluminium joinery as 4521 4.25 & 4.6. Flashings as 4521 4.8. Finish to joinery and flashings to be TidalDrift Matt to match roof finish.
800
W1 W1
1,540
3,000
600
ALUMINIUM LOUVRED SHADES W4
W020
1,425
R1
Garage door
D019
True Oak Corrugated metal roof finish as 4311RI 4.2. Roof flashings & cappings as 4311RI 4.3. Finish to metal roof and flashings to be TidalDrift Matt.
660
W021
+453,400 FFL Basement
Aluminium proprietary vertical adjustable louvred shades. Finish to be TidalDrift Matt to match roof and aluminium joinery finish.
ROOF W2
W1
D020
01
4/05/20
RevID
2
ChID
West Elevation
Revision
Date
BUILDING CONSENT
Scale 1:50
2
1
A.208
A.208 5m height limit along grid 5
Roof leve +460,134
R1 854
R1
REF:
PROJECT:
W3
Soffit level +459,280
W3
19104
Strange - Parkinson 2 Caldwell Lane, Bendemeer
Vicky Strange and Ian Parkinson
W1
800
W013
W012
635
W2
2,125
W2
2,365
2,880
CLIENT:
W1
CONSULTANTS: W017
W018
W019
Surveyor CLARK FORTUNE MCDONALD & ASSOCIATES
35
+456,400 FFL Ground Floor
Structural engineers HADLEY CONSULTANTS LTD
2
1
A.208
A.208
BUILDING ENVELOPE RISK MATRIX East Elevation West Elevation
3,000
Risk Factor Risk Severity Risk Score Wind zone (per NZS 3604) High risk 1 Number of storeys Medium risk 1 Roof/wall intersection design High risk 3 Eaves width Very high risk 5 Envelope complexity High risk 3 Deck design Low risk 0 Total Risk Score:
CHECKED:
DRAWN:
SCALE @ A1: 1:50, 1:51.2706
SCALE: TITLE:
ELEVATIONS
13
REV:
SHEET:
+453,400 FFL Basement
3
A.206
Scale 1:50
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
5113G 4.3: GIB® 13MM STANDARD CEILINGS [refer spec] 5313KL 4.2: RONDO KEY-LOCK DIRECT FIX CEILING SYSTEM [refer spec]
Soffit level +459,280
3,168
Hallway W4
3151F 4.1: DIMOND FLATDECK STEEL DECK [refer spec] 6511 4.1: UNDERLAY [refer spec] 6511 4.2: CARPET [refer spec]
3130 4.1: PRECAST CONCRETE STRUCTURAL PANELS [refer spec]
F1
+456,400 2 Ground Floor
Bedroom 3
4 A.404
F5
125
3130 4.2: PRECAST CONCRETE STRUCTURAL ELEMENTS [refer spec]
Novaflow
W2
Study/Bedroom 4
2 A.401
Fireplace A.601
Living room
Study A.601
3821 4.10: INTERIOR WALL FRAMING - RADIATA PINE [refer spec]
150
Kitchen A.601 5 A.406
1 A.402
2,880
4521 4.5: ALUMINIUM WINDOWS [refer spec]
3124PF 4.3: GROUND / HONED / POLISHED FINISHES [refer spec] 3151F: Dimond Flatdeck Composite Floor System [refer spec]
F1
3,000
2,725
1 A.402
8 A.404
4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec] 4221CV 4.5: ROSENFELD KIDSON CEDARSCREEN CASTELLATED CAVITY BATTENS - STRUCTURAL [refer spec]
9 A.404
F3
Ce1
existing GL Novaflow
10 A.404
3320 4.2: MASONRY UNITS [refer spec]
Garage
3114E 4.1: EXPOL THERMASLAB INSULATION S & H GRADES - CONCRETE SLAB [refer spec] 5113G 4.3: GIB® 13MM STANDARD CEILINGS [refer spec] 5313KL 4.2: RONDO KEY-LOCK DIRECT FIX CEILING SYSTEM [refer spec]
Storage
W4
3124PF 4.2: INTERNAL CONCRETE FLOOR [refer spec] F2
+453,400 1 Basement
Novaflow
F2
7 A.403
Living Room Section
2
Scale 1:50
Garage/Bedroom 4 Section Scale 1:50
FLOORS
INTERNAL FINISHES SCHEDULE
F1
WALLS W1 W2
W3
Precast Concrete panel with smooth finish to match external panels as 3130 4.1 F2
Cedar vertical weatherboard (RK56) with bandsawn finish and Dryden Woodoil Elm Stain to match external boards as 4221CV 4.1 & 4.9
F3
Lightweight glass reinforced concrete precast panel with smooth finish as 3143 4.1
W4
10mm standard GIB board as 5113G 4.1 to be painted finish. Wet areas to have 10mm GIB Aqualine as 5113G 4.4.2. Level 4 finish.
W5
Selected tiles as 6221 4.2 on a substrate of 10mm standard GIB board or 10mm GIB Aqualine to wet areas. Ardex system to be used as 6221 4.3. Wet areas to have waterproofing as 6221 4.5.
F4
F5
H G
5124: Timber Board Linings [refer spec] 5313KL 4.1: RONDO KEY-LOCK SUSPENDED CEILING SYSTEM [refer spec]
4337E 4.1: ECOPLY® ROOFING (T&G) [refer spec] 4422WT 4.1: WPS DUROTUF® TPO ROOFING MEMBRANE - SMOOTH BACK [refer spec] 4711M 4.4: MAMMOTH SKILLION ROOF SECTIONS [refer spec]
E
5113G 4.4: GIB® 13MM AQUALINE WATER RESISTANT SYSTEMS - CEILINGS [refer spec] 5313KL 4.1: RONDO KEY-LOCK SUSPENDED CEILING SYSTEM [refer spec]
3143 4.1: SURFACE FINISHES [refer spec] 3143 4.2: PREMIX GRC [refer spec]
Ground/honed/polished finish with ref: PFL 677 coloured insitu concrete finish by Peter Fell Ltd insitu concrete floor with 2 coats PFL epoxy sealer all as 3124PF 4.3 & 4.4 to Diamond Deck floor with hydronic in floor heating. Insitu concrete slab with floated finish and matt epoxy sealer Timber Parquet flooring with protective sealer coating TBC on insitu concrete floor. Selected tiles as 6221 4.2 on insitu concrete floor with moisture barrier as 6221 4.1. Ardex system to be used as 6221 4.3. Wet areas to have waterproofing as 6221 4.5. Selected carpet on underlay as 6511 4.1 & 4.2.
2 Caldwell Lane, Bendemeer Lot 23 DP 338474 Wind Zone - High
GENERAL NOTE: • Verify all dimensions on site prior to commencing any works. • Use figured dimensions in preference to scaling from drawings. • Read these drawings in conjunction with Architectural specification and all conultants documentations. • All timber species, grade, preservation treatment, and in service moisture range to be suitabel for their end use environment and comply with NZS 3602 : 2003. • All timber SG8 minimum unless noted otherwise. • All timber to be separated from concrete or masonry by damp proof course. • Apply proprietary materials & components to the manufacturers expressed written instructions. • Material performance to comply with all aspects of the NZ Building Code approved documents NZS3604:2011 and local authority bylaws and regulations. • Finished levels in relation to interior floor levels to NZS3604:2011. • Plumber to confirm with T/A on backflow prevention. • All steel work & materials to comply with NZS3404 and welders to be qualified to NZS4711. • All concrete work to comply with NZS3109 All foundations to extend to firm 300kPa bearing. Refer Structural Engineer. • All Masonry work to be carried out in accordance and to comply with NZS 4210 and NZS 4229 and to Engineers Specifications.
CEILINGS Ce1 Ce2
Roof level +460,138
ER
LEGAL DISCRIPTION:
3 A.404
Ce1 Ce2
Ce1
3821 4.6: EXTERIOR WALL FRAMING RADIATA PINE [refer spec]
2550 to underside of rafters
3143: Lightweight GRC Systems [refer spec]
3130 4.1: PRECAST CONCRETE STRUCTURAL PANELS [refer spec]
T
4311RI 4.2: ROOFING INDUSTRIES - TRUE OAK CORRUGATE ROOFING [refer spec] 2 A.404
W3
Ce2
W1
MM
T R SE W IN TE
11
4711M 4.4: MAMMOTH SKILLION ROOF SECTIONS [refer spec]
SE
4337E 4.1: ECOPLY® ROOFING (T&G) [refer spec] 4422WT 4.1: WPS DUROTUF® TPO ROOFING MEMBRANE - SMOOTH BACK [refer spec]
3143 4.1: SURFACE FINISHES [refer spec] 3143 4.2: PREMIX GRC [refer spec]
Roof level +460,138
ER
5113G 4.3: GIB® 13MM STANDARD - CEILINGS [refer spec] 5313KL 4.1: RONDO KEY-LOCK SUSPENDED CEILING SYSTEM [refer spec]
9
1 A.405
MM
7
SU
6
4131WP 4.2: WPS BITUFLAME® TORCH ON TANKING MEMBRANE -TWO LAYER SYSTEM [refer spec] 4337E 4.1: ECOPLY® ROOFING (T&G) [refer spec]
SU
SE R RI
NORTH
1 A.404
5
7556F 4.1: STOVAX STUDIO 2 NZ - INBUILT WOOD BURNER (LEB) [refer spec]
RISE
TE W IN
3143 4.1: SURFACE FINISHES [refer spec] 3143 4.2: PREMIX GRC [refer spec] 5124: Timber Board Linings [refer 4 spec] A.406 5313KL 4.2: RONDO KEY-LOCK DIRECT FIX CEILING SYSTEM [refer spec]
1
01
East Elevation
B
13mm standard GIB board as 5113G 4.3 to be painted finish. Wet areas to have 13mm GIB Aqualine as 5113G 4.4.4. Level 4 finish. Cedar weatherboard (RK56) with bandsawn finish and Dryden Woodoil Elm Stain
3143 4.1: SURFACE FINISHES [refer spec] 3143 4.2: PREMIX GRC [refer spec]
3130 4.1: PRECAST CONCRETE STRUCTURAL PANELS [refer spec]
Roof level +460,138
Soffit level +459,280
Soffit level +459,280
01
Ce2
Ce1
Ce2
Ce2
Ce1
3821 4.10: INTERIOR WALL FRAMING - RADIATA PINE [refer spec]
RevID
Study/Bedroom 4 6221A 4.2: TILES [refer spec]
Master Bedroom
3151F 4.1: DIMOND FLATDECK STEEL DECK [refer spec] 6511 4.1: UNDERLAY [refer spec] 6511 4.2: CARPET [refer spec]
Ensuite A.602
4/05/20 ChID
4239JH 4.1: VILLABOARD™ SOFFIT LINING - SQUARE EDGE [refer spec] 4239JH 4.2: PAINTING [refer spec]
Ensuite
3124PF 4.3: GROUND / HONED / POLISHED FINISHES [refer spec] 3151F 4.1: DIMOND FLATDECK STEEL DECK [refer spec]
Living room
Study A.601
Fireplace A.601
Revision
Date
BUILDING CONSENT
4 A.403
Kitchen F1
F4
F5
F1
+456,400 2 Ground Floor
+456,400 2 Ground Floor Ce1
+456,330
+456,400 2 Ground Floor
REF:
PROJECT:
19104
Strange - Parkinson
Ce1 6 A.403
3320 4.2: MASONRY UNITS [refer spec]
3114E 4.1: EXPOL THERMASLAB INSULATION S & H GRADES - CONCRETE SLAB [refer spec] 5113G 4.3: GIB® 13MM STANDARD CEILINGS [refer spec] 5313KL 4.2: RONDO KEY-LOCK DIRECT FIX CEILING SYSTEM [refer spec]
2 Caldwell Lane, Bendemeer
W4 Workshop A.604
Garage
Gym
0 350
CLIENT:
Vicky Strange and Ian Parkinson
7 A.403
3124PF 4.2: INTERNAL CONCRETE FLOOR [refer spec]
11,940
F2
F2
+453,400 1 Basement
+453,400 1 Basement
Novaflow
+453,400 1 Basement
CONSULTANTS: Surveyor CLARK FORTUNE MCDONALD & ASSOCIATES Structural engineers HADLEY CONSULTANTS LTD
CHECKED:
DRAWN:
H G
3
Section AA Scale 1:50
E
B
SCALE:
SCALE @ A1: 1:50
TITLE:
SECTIONS REV:
SHEET:
A.208
01
THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, LEVELS AND ANGLES ON SITE PRIOR TO COMMENCING ANY WORK. THE COPYRIGHT OF THESE DRAWINGS AND ALL PARTS THEREOF REMAIN THE PROPERTY OF KOIA ARCHITECTS
1 2 4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
125
Flashing Tape to Lap 150mm over RAB & Seal to inside of framing.
4311RI 4.4: FLASHINGS GENERALLY [refer spec]
MIN
.
EAVES FLASHING
" Trade Sill" Flexible flashing tape by marshall water-proofing over powder coated aluminium head flashing. Tape to adhere 25mm to head flashing and 75mm to Hardies RAB board as per manufacturer's specifications. 75
25 min
90
25mm min. gap
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec] 4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
C 2
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
Cavity base closer supplied by Rosenfeld Kidson. 5mm Gap to cladding and drip edge. Sikaflex sealant 11 FC
5
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
4311RI 4.4: FLASHINGS GENERALLY [refer spec] CLIP
Scale 1:5
4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
4711M 4.4: MAMMOTH SKILLION ROOF SECTIONS [refer spec]
Scale 1:5
4521 4.5: ALUMINIUM WINDOWS [refer spec]
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
Flashing Tape to Lap 150mm over RAB & Seal to inside of framing.
25
10
150
"Trade sill" Flashing tape by Marshall waterproofing to lap 150mm over RAB & seal to inside of framing.
Scale 1:5
Sikaflex sealant 11 FC Inner window Sill
10
140
5151 4.1: INTERNAL TIMBER TRIM [refer spec] 4161T 4.1: DPC [refer spec]
4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
Fibre cement Board
01 RevID
Sikaflex 11FC flexible joint sealant.
2 Caldwell Lane, Bendemeer
80mm x 80mm powder coated aluminium flashing
10
CLIENT:
DRAWINGS TO READ IN CONJUNCTION WITH THE STRUCTURAL ENGINEERS DETAILS
2
100 10
Vicky Strange a Parkinson CONSULTANTS: Surveyor
FOUNDATION INCLUDING REINFORCEMENT TO STRUCTURAL ENGINEERS DETAIL
4221CV 4.5: ROSENFELD KIDSON CEDARSCREEN CASTELLATED CAVITY BATTENS - STRUCTURAL [refer spec]
CLARK FORTUNE MCDONAL
Structural engineers HADLEY CONSULTANTS LTD
300mm MIN DRAWN:
SCALE @ A1:
SCALE:
4131WP 4.5: EXPOL POLYSTYRENE DRAINAGE PROTECTION AND INSULATION [refer spec]
4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
4131WP 4.3: CORFLUTE PROTECTION SHEET [refer spec]
STAIR
R
Strange - Parki
Mitred joint glued
4161T 4.2: DPM [refer spec] 3114E 4.1: EXPOL THERMASLAB INSULATION S & H GRADES CONCRETE SLAB [refer spec]
3320 4.2: MASONRY UNITS [refer spec]
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
NOVAFLOW DRAIN WITH FILTER CLOTH TO BASE OF RETAINING WALL
TITLE:
10 Floor/Wall Detail - Timber Cladding
Details - Frami
Scale 1:5
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
SHEET: 25
190
A.4
50
framing to block wall
7
Corner Plan Detail - Timber Cladding
THE CONTRACTOR SHALL CHECK A LEVELS AND ANGLES ON SITE PRIOR THE COPYRIGHT OF THESE DRAWIN REMAIN THE PROPERTY OF KOIA ARC
Scale 1:5
Scale 1:5
E
TE W IN
3130 4.1: PRECAST CONCRETE STRUCTURAL PANELS [refer spec]
SE R RI
NORTH T R SE W IN TE
60
10
6
25 3320: Concrete Masonry [refer spec]
LEGAL DISCRIPTION:
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 140
4161T 4.5: FLEXIBLE FLASHING TAPE [refer spec]
2 Caldwell Lane, Bendemeer Lot 23 DP 338474 Wind Zone - High
10
190 6
90
9
9 4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec] 4221CV 4.5: ROSENFELD KIDSON CEDARSCREEN CASTELLATED CAVITY BATTENS - STRUCTURAL [refer spec]
2
Concrete Panel Outer Corner Detail Scale 1:5
3130 4.1: PRECAST CONCRETE STRUCTURAL PANELS [refer spec] 4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
514
434
GENERAL NOTE:
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
4161T 4.5: FLEXIBLE FLASHING TAPE [refer spec]
4161T 4.5: FLEXIBLE FLASHING TAPE [refer spec]
KITCHEN
4521 4.8: FLASHINGS [refer spec]
50
10 140
5
60 6
4161T 4.5: FLEXIBLE FLASHING TAPE [refer spec]
HYDRONIC UNDERFLOOR HEATING TO MANUFACTURERS SPEC
5
120
8
30
3124PF 4.3: GROUND / HONED / POLISHED FINISHES [refer spec] 3124PF 4.4: COLOURED CONCRETE [refer spec] 3124PF 4.5: SEALER [refer spec]
FFL - 456.400
4521 4.6: ALUMINIUM DOORS [refer spec] 4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
5113G 4.3: GIB® 13MM STANDARD - CEILINGS [refer spec] 10
5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
3
3130 4.1: PRECAST CONCRETE STRUCTURAL PANELS [refer spec]
B
LIVING AREA
MS SEALANT
4821 4.1: FLASHINGS [refer spec] 4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
MM
120
3130 4.1: PRECAST CONCRETE STRUCTURAL PANELS [refer spec]
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
SU
3320: Concrete Masonry [refer spec]
5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
M
4 #LayID
SU
10
Scale 1:5
8
Revision
BUILDING C
100 4131WP 4.2: WPS BITUFLAME® TORCH ON TANKING MEMBRANE -TWO LAYER SYSTEM [refer spec]
80mm x 80mm powder coated aluminium flashing
ChID
1/100 Fall
PROJECT:
F
100
10 100
EXTERIOR DOWNPIPE HIDDEN WITHIN CAVITY 4221CV 4.6: ROSENFELD KIDSON CAVITY CLOSER / VERMIN-PROOFING [refer spec]
Hydronic underfloor heating to manufacturers specifications
10
4
Corner Plan Detail - Timber Cladding
6
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
50
100
FFL - 456.400
Rosenfeld Kidson RK93 external corner moulding
F
Rosenfeld Kidson RK93 External corner cedar moulding. Powder coated aluminium jamb flashing with hook end behind joinery. Sikaflex sealant 11 FC Powder coated aluminium sill flashing under shown hatched. Min 200 slope. Sealed stop end to sill as shown. Powder coated aluminium head flashing over shown dashed.
5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
Sikaflex 11FC flexible joint sealant. 10
4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
4161T 4.1: DPC [refer spec] 3124PF 4.2: INTERNAL CONCRETE FLOOR [refer spec] 3124PF 4.3: GROUND / HONED / POLISHED FINISHES [refer spec] 3124PF 4.4: COLOURED CONCRETE [refer spec] 3124PF 4.5: SEALER [refer spec]
Scale 1:5 3124PF 4.3: GROUND / HONED / POLISHED FINISHES [refer spec] 3124PF 4.4: COLOURED CONCRETE [refer spec] 3124PF 4.5: SEALER [refer spec]
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
100
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec] 5151 4.1: INTERNAL TIMBER TRIM [refer spec]
11 Window Jamb Detail - Timber Cladding 5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
10
INTERIOR
10
25
4221CV 4.5: ROSENFELD KIDSON CEDARSCREEN CASTELLATED CAVITY BATTENS - STRUCTURAL [refer spec]
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
GENERAL NOTE:
• Verify all dimensions on site commencing any works. • Use figured dimensions in p from drawings. • Read these drawings in con Architectural specification and documentations. • All timber species, grade, pr treatment, and in service mois suitabel for their end use envi comply with NZS 3602 : 2003 • All timber SG8 minimum unl otherwise. • All timber to be separated fr masonry by damp proof cours • Apply proprietary materials & manufacturers expressed writ • Material performance to com of the NZ Building Code appr NZS3604:2011 and local auth regulations. • Finished levels in relation to to NZS3604:2011. • Plumber to confirm with T/A prevention. • All steel work & materials to NZS3404 and welders to be q NZS4711. • All concrete work to comply foundations to extend to firm Refer Structural Engineer. • All Masonry work to be carri accordance and to comply wi NZS 4229 and to Engineers S
4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
50
10mm CAVITY BATTEN OFF-SET
10 5124: Timber Board Linings [refer spec]
2 Caldwell Lane, Bendemeer Lot 23 DP 338474 Wind Zone - High
Scale 1:5
4221CV 4.5: ROSENFELD KIDSON CEDARSCREEN CASTELLATED CAVITY BATTENS - STRUCTURAL [refer spec] 4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
LEGAL DISCRIPTION:
Window Sill Detail - Timber Cladding
9
GRID
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec]
Roof Gutter Next To Timber Clad Bedrooms
4171HR 4.1: RAB™ BOARD RIGID AIR BARRIER 6MM [refer spec] 4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
6
Scale 1:5
140
5113G 4.1: GIB® 10MM STANDARD SYSTEMS WALLS STANDARD - WALLS [refer [refer spec] spec]
140
Eaves to Timber Clad Bedrooms
50mm SILL PAST FRAMING MIN
150 mm min.
100 mm min.
3 4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
Note: 15mm Sill flange extension to be added to aluminium joinery.
1.2mm Powder coated Aluminium sill flashing on sill flashing clip sill flashing turned on each end to form stop end as dashed. Note: No penetrations to sill flashing.
150 min 225mm min to unpaved ground
10
4422WT 4.1: WPS DUROTUF® TPO ROOFING MEMBRANE SMOOTH BACK [refer spec]
4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
2
10
25
5113G 4.1: GIB® 10MM STANDARD STANDARDWALLS SYSTEMS - WALLS [refer [refer spec] spec]
4711M 4.4: MAMMOTH SKILLION ROOF SECTIONS [refer spec] 5313KL 4.1: RONDO KEY-LOCK SUSPENDED CEILING SYSTEM [refer spec]
35mm MIN COVER
20º 5
150
4221CV 4.6: ROSENFELD KIDSON CAVITY CLOSER / VERMIN-PROOFING [refer spec]
4337E 4.1: ECOPLY® ROOFING (T&G) [refer spec]
5mm min clearance between flashing and window sill for drainage.
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec] 4422WT 4.1: WPS DUROTUF® TPO ROOFING MEMBRANE SMOOTH BACK [refer spec]
Window Head Detail - Timber Cladding
max 5mm
5113G 4.3: GIB® 13MM STANDARD - CEILINGS [refer spec]
Verge To Timber Clad Badrooms
1
8
FFL - 458.950
4711M 4.4: MAMMOTH SKILLION ROOF SECTIONS [refer spec]
Scale 1:5
Anodised aluminium head flashing on 15 0 Slope. Cover to joinery with Kick-out and 35mm min upstand. Stop end to head flashing. Anodised aluminium Jamb flashing shown dashed.
4521 4.5: ALUMINIUM WINDOWS [refer spec]
5113G 4.1: GIB® 10MM STANDARD STANDARDWALLS SYSTEMS - WALLS [refer [refer spec] spec] 4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
Verge Detail
5
15º
Sikaflex sealant 11 FC
5313KL 4.2: RONDO KEY-LOCK DIRECT FIX CEILING SYSTEM [refer spec] 5113G 4.3: GIB® 13MM STANDARD - CEILINGS [refer spec] 4711M 4.3: MAMMOTH MASONRY WALL SECTIONS - AIRLAY [refer spec]
4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
5113G 4.3: GIB® 13MM STANDARD - CEILINGS [refer spec] 5313KL 4.2: RONDO KEY-LOCK DIRECT FIX CEILING SYSTEM [refer spec] 4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec] 5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
5 5
4221CV 4.5: ROSENFELD KIDSON CEDARSCREEN CASTELLATED CAVITY BATTENS - STRUCTURAL [refer spec]
4711M 4.4: MAMMOTH SKILLION ROOF SECTIONS [refer spec] 4711M 4.2: MAMMOTH WALL SECTIONS - AIRLAY [refer spec]
#LayID
Concrete Panel/Window Jamb Detail
5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec]
Scale 1:5
3320 4.2: MASONRY UNITS [refer spec]
LINE OF CONCRETE LEDGE ABOVE
25
4711KS 4.1: KINGSPAN KOOLTHERM® INSULATION FOR CONCRETE SOFFITS [refer spec] 190
STORE
50
• Verify all dimensions on s commencing any works. • Use figured dimensions in from drawings. • Read these drawings in co Architectural specification a documentations. • All timber species, grade, treatment, and in service m suitabel for their end use en comply with NZS 3602 : 20 • All timber SG8 minimum u otherwise. • All timber to be separated masonry by damp proof cou • Apply proprietary material manufacturers expressed w • Material performance to c of the NZ Building Code ap NZS3604:2011 and local au regulations. • Finished levels in relation to NZS3604:2011. • Plumber to confirm with T prevention. • All steel work & materials NZS3404 and welders to be NZS4711. • All concrete work to comp foundations to extend to firm Refer Structural Engineer. • All Masonry work to be ca accordance and to comply NZS 4229 and to Engineers
4131WP 4.2: WPS BITUFLAME® TORCH ON TANKING MEMBRANE -TWO LAYER SYSTEM [refer spec]
VOID 4131WP 4.5: EXPOL POLYSTYRENE DRAINAGE PROTECTION AND INSULATION [refer spec] 4131WP 4.3: CORFLUTE PROTECTION SHEET [refer spec]
E 6
Concrete Panel/Timber Cladding Detail At Lower Floor Level
1
Retaining Wall/Ground Floor Detail Scale 1:5
Scale 1:5
5113G 4.1: GIB® 10MM STANDARD - WALLS [refer spec] 3320 4.2: MASONRY UNITS [refer spec]
4131WP 4.2: WPS BITUFLAME® TORCH ON TANKING MEMBRANE -TWO LAYER SYSTEM [refer spec]
STORE
GRID 5151 4.1: INTERNAL TIMBER TRIM [refer spec]
ALUMINIUM ANGLE TO COVER GAP WITH COLOUR AS JOINERY
6
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec]
4521 4.8: FLASHINGS [refer spec]
50
FFL - 456.400
150
FOUNDATION AND PC CONCRETE PANEL SUPPORT TO STRUCTURAL ENGINEERS DETAIL
4521 4.8: FLASHINGS [refer spec]
fall
7441 4.1: PERFORATED DRAINAGE PIPING [refer spec] WITH FILTER CLOTH
2 Caldwell Lane, Bendemeer CLIENT:
Vicky Strange Parkinson CONSULTANTS: Surveyor
4131WP 4.5: EXPOL POLYSTYRENE DRAINAGE PROTECTION AND INSULATION [refer spec]
4711KS 4.1: KINGSPAN KOOLTHERM® INSULATION FOR CONCRETE SOFFITS [refer spec] 3320: Concrete Masonry [refer spec]
4131WP 4.2: WPS BITUFLAME® TORCH ON TANKING MEMBRANE -TWO LAYER SYSTEM [refer spec]
#LayID
Revision
BUILDING
Strange - Park FFL - 456.400
7451 4.2: SURFACE WATER CHANNEL DRAIN, GRATING AND SUMPS [refer spec]
4131WP 4.3: CORFLUTE PROTECTION SHEET [refer spec]
4
ChID
PROJECT:
4521 4.6: ALUMINIUM DOORS [refer spec]
50
150mm min.
4711KS 4.1: KINGSPAN KOOLTHERM® INSULATION FOR CONCRETE SOFFITS [refer spec] 3320: Concrete Masonry [refer spec]
HYDRONIC UNDERFLOOR HEATING TO MANUFACTURERS SPEC
fall
01 RevID
4131WP 4.3: CORFLUTE PROTECTION SHEET [refer spec]
FFL - 453.400
4811S 4.1: SIKAHYFLEX®-905 SEALANT - WEATHER AND AIR SEAL [refer spec] 3124PF 4.2: INTERNAL CONCRETE FLOOR [refer spec] 3124PF 4.3: GROUND / HONED / POLISHED FINISHES [refer spec] 3124PF 4.4: COLOURED CONCRETE [refer spec] 3124PF 4.5: SEALER [refer spec]
4521 4.6: ALUMINIUM DOORS [refer spec]
HYDRONIC UNDERFLOOR HEATING TO MANUFACTURERS SPEC
4131WP 4.5: EXPOL POLYSTYRENE DRAINAGE PROTECTION AND INSULATION [refer spec]
4161T 4.1: DPC [refer spec]
ALUMINIUM ANGLE TO COVER GAP WITH COLOUR AS JOINERY
150mm min.
3124PF 4.2: INTERNAL CONCRETE FLOOR [refer spec] 3124PF 4.3: GROUND / HONED / POLISHED FINISHES [refer spec] 3124PF 4.4: COLOURED CONCRETE [refer spec] 3124PF 4.5: SEALER [refer spec]
150
Les documents présentés ici ne sont pas exhaustifs et représentent l’aspect architectural et technique du projet de manière très synthétique.
4221CV 4.5: ROSENFELD KIDSON CEDARSCREEN CASTELLATED CAVITY BATTENS - STRUCTURAL [refer spec] 4221CV 4.1: ROSENFELD KIDSON CEDARSCREEN VERTICAL SHIPLAP WEATHERBOARDS [refer spec]
S
140
4161T 4.4: ROOFING UNDERLAY [refer spec] CLIP
MM
T R SE
90min
NORTH ER
4311RI 4.2: ROOFING INDUSTRIES - TRUE OAK CORRUGATE ROOFING [refer spec]
4161T 4.4: ROOFING UNDERLAY [refer spec]
MM
4311RI 4.2: ROOFING INDUSTRIES - TRUE OAK CORRUGATE ROOFING [refer spec]
W IN TE
4311RI 4.4: FLASHINGS GENERALLY [refer spec]
BARGE FLASHING
SU
4311RI 4.4: FLASHINGS GENERALLY [refer spec]
SU
min
CLIP
ER
SE R RI
200
GRID
4161T 4.4: ROOFING UNDERLAY [refer spec] 3 Crests
TE W IN
3 4 4311RI 4.2: ROOFING INDUSTRIES - TRUE OAK CORRUGATE ROOFING [refer spec]
CLARK FORTUNE MCDON
7451 4.2: SURFACE WATER CHANNEL DRAIN, GRATING AND SUMPS [refer spec]
Structural engineers HADLEY CONSULTANTS L
4131WP 4.5: EXPOL POLYSTYRENE DRAINAGE PROTECTION AND INSULATION [refer spec] 4131WP 4.3: CORFLUTE PROTECTION SHEET [refer spec] 4131WP 4.2: WPS BITUFLAME® TORCH ON TANKING MEMBRANE -TWO LAYER SYSTEM [refer spec]
DRAWN: SCALE:
SCALE @ A
TITLE:
Details - Conc Panels & Mas
Aluminium Door Threshold Detail
SHEET:
Scale 1:5
5 #LayID
Aluminium Door Threshold Detail Scale 1:5
7
Retaining Wall/Basement Floor Detail
A
Scale 1:5
THE CONTRACTOR SHALL CHECK LEVELS AND ANGLES ON SITE PRIO THE COPYRIGHT OF THESE DRAW REMAIN THE PROPERTY OF KOIA A