WIENEKE Pohutukawa Parade Lot 3 DP 463525 RIVERHEAD POINT Building Consent 1 14 Page No. No. of Pages Drawing Issue: Location PLan - Johanna Hinton @ A1 Date: Scale: Job No: Drawn by: 5/02/2014 1:500 NOTES: 1) All dimensions and underground service locations to be checked prior to construction. 2) Do not scale from drawings. If in doubt please ask the designer. 3) Construction and method of construction to be in accordance with the specification, the NZBC and with local bylaws. 4) These drawings are subject to copyright and remain the property of Long Term Design LTD. Client: Project: T 09 424 0088 E [email protected]A 1B Polarity Rise, Silverdale 0944 AUCKLAND Long Term Design LTD GENERATION HOMES POHUTUKAWA PARADE JE SS I E R I S E RIV E RHE A D P O INT DRI V E P I T O I T O I D R I V E THE LANDING PROPOSED SITE LOT 3 DP 463525
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WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
1 14Page No. No. of Pages
Drawing Issue:
Location PLan
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:500
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
engineer designed timber retaining wallarea of 1:2 controlshown hatched
Silt fence
22.57
22.63
22.70
22.29
21.97
21.33
22.38
21.08
22.06
22.03
20.67
21.20
21.79
20.63
21.80
21.47
22.01
21.89
20.87
21.43
21.1821.27
21.33
22.0
0
22.0
0
23.0
0
1200ø stormwater line 6-6.5m deep
21.0
4
172°30'
36.7
9
181°59'
35.7
0
179°15'
18.26
104°18'
3.31
104°18' 15.81
86°38'
24.01
86°38'
38.67
86°37'
17
.22
168
°42'
17.1
6
168°42'
30.6
8
172°30'
17.0
917
2°3
0'
17.0
4
172°30'
Platform level = 22.000FFL = 22.355
Lot 4
762m²
Lot 5
662m²
outdoor living6m x 10m
3m side yard
1m side yard
5m f
ron
t ya
rd
Proposed 1.8m high fence to BDY
R0.2
Sewergrinderpump
SW conn. to be cutto be min.1m awayfrom foundations
Concrete Driveway
LOT 3 SITE COVERAGE669m2
Actual Site Coverage, including portico & porch butexcluding eaves <1m wide: 220.83m2 = 33%
LOT 3 IMPERVIOUS SURFACES669 x 50% = 334.5m² maxActual Impervious Surfaces =House, including eaves: 253.5m²Driveway, excluding paths <1m wide: 68.7m²TOTAL IMPERVIOUS = 322.2m2
COMPLIES
RC Required for:- 1:2 control plane- breach of impermeable area under 4.1 of the unitary plan
CLADDING NOTE:Weatherboard FFL to ground: 225mmWeatherboard FFL to paving: 150mm
Brick rebate level to ground: 100mmBrick rebate level to paving: 25mm
See cladding details
Lot 3 DP 463525Area = 669m²
CUTFILL
Lot 4
762m²
exis
t. S
W d
rain
exis
t. SS
dra
in
CP
approx. fall 1:12.2
exist. batter bank22.5
0
21.5
0
21.0
0
R0.5
gas meter
ST
proposedwater meter
DP80Ø
DP80Ø
DP80Ø
DP80Ø
DP80Ø
DP80Ø
DP80Ø
Channel drain along toe of batterdischarging to a silt trap duringconstruction. Use channel drain to form aclear water diversion for water enteringsite and Warratars and cloth silt fencebehind the silt trap all to ARC guidelines
Max. CUT depth = 0.3mMax. FILL depth = 0.6m
COMPLIES
EARTHWORKS DEPTHS
5,166
22.00DATUMSWMHLL 21.82Inv 15.39
LOT 3 EARTHWORKS
TOPSOIL EXCAVATION385m2 x 0.2m = 77.0m3
CUT141m2 x 0.1m x 0.5 = 7.05m3
FILL275m2 x 0.8m x 0.5 = 110.0m3
TOTAL194.05m3
Maximum Cut & Fill Volume = 200m3
EARTHWORKS VOLUMES
Notes
ContoursContour Interval is 0.5mLevels are in terms of LINZ Datum (SWMH)Contours as per developer's As Built plans: to be checked on site
House LocationLocation of house to be confirmed by client on site with site supervisorprior to building setout
Building platform level may vary to make best use of cut & fill
DrainageAll stormwater and sewer drainage to be laid min. 1m away fromhouse
Exposure Zone: Zone CDurability of all fixings to comply with NZBC B2/AS1 and NZS 3604(2011) section 4. Steel connections to be as follows:EXPOSED ie. Open to the weather or < 600mm above ground level,and below a 45° line drawn from the lower edge of a projectingweathertight structure. Material is washed by direct or wind blown rain.Use 304 Stainless Steel. "Fabricated brackets" shall be made frommin. 5mm thick mild hot-dip galv. steel.SHELTERED ie. Open to the air but not rain, and above a 45° linedrawn from the lower edge of a projecting weathertight structure.Material is not washed by direct or wind blown rain, but may be subjectto wind blown salts. (<7000mm2 per m2 ventilation and >600mmabove ground level) Use Hot - Dip Galvanised Steel.CLOSED ie. Dry or internal spaces. Not exposed to rain, groundmoisture or wind blown corrosive salts. (Including Roof Spaces withClosed Eaves)Nail plates: Continuously coated galv. steelWire dogs & bolts: Hot-dipped galv. steelAll other structural fixings: Mild steel (uncoated, non-galv).
3613
Vehicle Crossing
tap
tap
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
3 14Page No. No. of Pages
Drawing Issue:
Site Drainage & Landscaping
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:100
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
SW conn. to be cutto be min.1m awayfrom foundations
DP80Ø
DP80Ø
DP80Ø
DP80Ø
DP80Ø
DP80Ø
BDYKIT
exis
t. S
W d
rain
exis
t. SS
dra
in
conduit in slab for powerand water to island
100Ø SW drain
100Ø SW drain
CP
ST
100 dia. Novaflowdrain behind
Retaining walldraining to silt trap
proposedwater meter
Channel drain along toe of batterdischarging to a silt trap duringconstruction. Use channel drain to form aclear water diversion for water enteringsite and Warratars and cloth silt fencebehind the silt trap all to ARC guidelines
IP
tap
DATUMSWMHLL 21.82Inv 15.39
All Stormwater and Sewer Drainage To Be LaidMinimum 1m Away From House where possible
NOTE: Plumbing System is as per NZS/AS 3500 standards
MINIMUM GRADIENT OF DISCHARGE PIPES.1:20 for 32mm diameter pipes and under.1:40 for 65mm diameter pipes and under.1:60 for 100mm diameter pipes and under.
SITE DRAINAGE PLAN 1:100
All Stormwater and Sewer Drainage To Be Laid clear ofslab thickening and foundation piles where possible.
tap
tap
70.70 m220.36 m2
engineer designed timber retaining wallarea of 1:2 controlshown hatched
Concrete Driveway
Mowing Strip
Brick Letter Box
Selected Tree
Selected Shrub
Clothesline
1.8m Timber Fence,Alternate Pailings
Kerbing
Bark Gardens
Grass Lawn
Concrete Terrace / Driveway1:25 MIN. fall away from building.
LANDSCAPING KEY
Vehicle Crossing
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
4 14Page No. No. of Pages
Drawing Issue:
Floor Plan
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:50
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
EXPOSURE ZONE : ZONE CDurability of all fixings to comply with NZBC B2/AS1 and NZS3604 (2011) section 4. Steel connections to be as follows:EXPOSED ie. Open to the weather or < 600mm aboveground level, and below a 45° line drawn from the lower edgeof a projecting weathertight structure. Material is washed bydirect or wind blown rain. Use 304 Stainless Steel."Fabricated brackets" shall be made from min. 5mm thick mildhot-dip galv. steel.SHELTERED ie. Open to the air but not rain, and above a 45°line drawn from the lower edge of a projecting weathertightstructure. Material is not washed by direct or wind blown rain,but may be subject to wind blown salts. (<7000mm2 per m2ventilation and >600mm above ground level) Use Hot - DipGalvanised Steel.CLOSED ie. Dry or internal spaces. Not exposed to rain,ground moisture or wind blown corrosive salts. (IncludingRoof Spaces with Closed Eaves)Nail plates: Continuously coated galv. steelWire dogs & bolts: Hot-dipped galv. steelAll other structural fixings: Mild steel (uncoated, non-galv).
NOTE: Plumbing System is as per AS/NZS 3500
Brick ties 85mm in length to be placed- within 200 around openings- within the top 2 mortar joints- within the bottom 3 mortar joints- in the bottom course where a bond breaker has been used- elsewhere approx. 5 per m² of wall
NOG NOTE: Additional Noggings must be installed at Framestage for Towel rails, Wardrobe shelving, Shelves, Gas Units& bottles etc. An additional row of nogs are to be installed @1750mm above FFL in the Kitchen for the wall mountedcabinets only. Refer Kitchen plan
TILE NOTE: Where tiled floor occurs over a slab sawcut.Construct tile control joint using flexible coloured sealant.
FLOOR PLAN NOTES:
Smoke alarm installed in accordance with F7/AS1
WIND ZONE IS HIGH
DS = Double under stud
90mm thick un-insulated wall.
90mm thick R2.2 insulated wall.
70mm thick un-insulated wall.
KEY:
INSULATION
Glazing is <30% of wall area therefore schedule method used.
Req. Achieved ROOF: Use R3.2 Batts R2.9 R3.1WALLS: Use R2.2 Batts R1.9 R1.9FLOOR: Use Ribraft slab R1.3 2.74 GLAZING:All Dbl R0.26SKYLIGHTS: NA
2/9
0x45
extractor fan ductedthrough eave
extractor fan ductedthrough eave
extractor fan ductedthrough eave
dryer fan ductedthrough eave
C.L.
C.L
.
dataswitchboardmeterbox
CSCS
CS
CS
CS
CS
HT
R
HTR
refer to client signed manufacturers plan
s
s
ceilingacces
2/1
40x45
DS DS
DS
6kN uplift DS
6kN uplift DS
810
760410
410
810
810
OFFICE
1400 vanity
C2-GS1-N-1.5
C3-GS1-N-0.8
tap
tap
CS
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
5 14Page No. No. of Pages
Drawing Issue:
Foundation PLan
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:50
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
EXPOSURE ZONE : ZONE CDurability of all fixings to comply with NZBC B2/AS1 and NZS3604 (2011) section 4. Steel connections to be as follows:EXPOSED ie. Open to the weather or < 600mm above groundlevel, and below a 45° line drawn from the lower edge of aprojecting weathertight structure. Material is washed by direct orwind blown rain. Use 304 Stainless Steel. "Fabricated brackets"shall be made from min. 5mm thick mild hot-dip galv. steel.SHELTERED ie. Open to the air but not rain, and above a 45°line drawn from the lower edge of a projecting weathertightstructure. Material is not washed by direct or wind blown rain,but may be subject to wind blown salts. (<7000mm2 per m2ventilation and >600mm above ground level) Use Hot - DipGalvanised Steel.CLOSED ie. Dry or internal spaces. Not exposed to rain, groundmoisture or wind blown corrosive salts. (Including Roof Spaceswith Closed Eaves)Nail plates: Continuously coated galv. steelWire dogs & bolts: Hot-dipped galv. steelAll other structural fixings: Mild steel (uncoated, non-galv).
DRAINAGEPlumbing system as per NZS/AS3500. See SiteDrainage plan for plumbing layout: pipes omitted fromthis plan for clarity
TILE NOTEWhere tiled floor occurs over a slab saw cut, constructthe control joint using flexible coloured sealant.
EXPANSIVE SOILS:Class M: Moderately expansive
CONCRETE:25MPa
ENGINEER:Garry Peters: 021 229 662
DAMP PROOF MEMBRANE:Polythene 0.25m
Engineer to Inspect preparedbuilding platform & raft floor slabprior to concrete pour & issue aproducer statement PS-4construction review.
CHECK ALL DIMENSIONSAGAINST FLOOR PLAN, ANYDISCREPANCIES TO BE VERIFIEDBY DESIGNER.
1211
C.L
.
C.L.
no rebate no
re
bate
no
reb
ate
no r
eb
ate
no
re
bate
no rebate
conduit in slab for powerand water to island
FFL 22.355
DS
NOTE: pods cut downunder shower shower rebate
to maintain concrete thickness
NOTE: pods cut downunder shower shower rebate
to maintain concrete thickness
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
6 14Page No. No. of Pages
Drawing Issue:
Pod Map
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:50
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
1100 x 1100 x 220 thick polystyrene panels100mm wide ribs between200mm wide ribs where saw cuts300mm wide concrete to perimeterSlab thickenings as dimensioned on Foundation Plan
13
13
13
13
17 17 17
23 23 23 23 23 23
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
7 14Page No. No. of Pages
Drawing Issue:
Elevations
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:100, 1:124.9843
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
NOTES:- Window Dimensions are for Window Openings (trim size)- All Glazing excluding Garage to be Double Glazed- All joinery polyester powder coated- All glazing to NZS 4223:1985 Parts 1 and 2 and Part 3:1993- All glazing to bathrooms / WC to be obscure- Expandable foam air seals with backing rods to all external doors and windows- H1.2 boron window & door jambs- Safety glass to NZS 4223: 1999 Part 3 as required 0 - denotes windows with obscure glazing S - Denotes windows with safety glazing- all windows fixed into brick unless stated otherwise
WINDOW SCHEDULE 1:100
WB2xWB 1xWB, 5xWB/brick WB
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
8 14Page No. No. of Pages
Drawing Issue:
Roof Plan
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:50
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
25° Metro Metal Tile on 50 x 50 Battens@ 400 ctrs on Self Supporting Buildingpaper on Trusses @ 900 ctrs to Manuf.Specs.
NOTES- All gable end walls to have additional layer of bitumus based building wrap to roof space side of truss- Under no circumstances shall the back of the gutter be cut down- Refer to Buildable layouts truss design.- Underside of truss 2455mm AFFl- 305 Soffit Drop- Roof bracing in accordance with 3604:2011- Roof plan diagonal brace or hip or valley rafter per 50m² of roof area- Colorsteel 180mm Fascia with 125 OG gutter with internal brackets and 600mm wide 4.5mm James Hardie Silkline to soffits. Paint finish to uPVC downpipes
REFER TO TRUSS LAYOUT ANDCODES FROM GANGNAIL APPROVEDTRUSS MANUFACTURER AT TIME OF
CONSTRUCTIONT
1
V4
25°
25°
25
°25
°
25
°25
°
25°
25°25°
1011
0911
39a/b
13
40a13
0311
extractor fan ductedthrough eave
extractor fan ductedthrough eave
extractor fan ductedthrough eave
dryer fan ductedthrough eave
Steel Strap Roof Brace
Steel Strap Roof Brace
ceilingacces
1,4
05
4,4
95
600
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
9 14Page No. No. of Pages
Drawing Issue:
Sections
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:50
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
Bed 1Kitchen/Dinning/FamilyGarage Office Entry Living WR
Trusses as per manufacturer's design
0611
0811
2313
SECTION X
+22,355
1 Ground Floor
+22,355
1 Ground Floor
2,7
55
600
300
2,4
55
2,4
55 Rinnai HW
gas unitFamily Dinning Kitchen Hall Bedroom 3
Trusses as per manufacturer's design
25°
25°
Glazing is <30% of wall area therefore schedule method used.
Req. Achieved ROOF: Use R3.2 Batts R2.9 R3.1WALLS: Use R2.2 Batts R1.9 R1.9FLOOR: Use Ribraft slab R1.3 2.74 GLAZING:All Dbl R0.26SKYLIGHTS: NA
INSULATIONWalls:
70 Series Brick Veneer on 50mm cavity fixed in strict accordance with themanufacturer's specifications, over breather type wall underlay
180 timber bevelback weatherboards on cavity over breather type wallunderlay
WIND ZONE IS HIGH
EXPOSURE ZONE : ZONE CDurability of all fixings to comply with NZBC B2/AS1 and NZS 3604(2011) section 4. Steel connections to be as followed:EXPOSED ie. Open to the weather or < 600mm above ground level.Material is washed by direct or wind blown rain. Use 304 or 316 StainlessSteel.SHELTERED ie. Open to the air but not rain. Material is not washed bydirect or wind blown rain, but may be subject to wind blown salts.(<7000mm2 per m2 ventilation and >600mm above ground level) UseHot - Dip Galvanised Steel.CLOSED ie. Dry or internal spaces. Not exposed to rain, ground moistureor wind blown corrosive salts. (Including Roof Spaces with Closed Eaves)Use standard Mild Steel products.Veneer Ties to be Galv 470 g/m2Brick Lintels to be Galv 600 g/m2
Brick ties 85mm in length to be placed- Refer Brick Spec for size of brick tie to be used.- within 200 around openings- within the top 2 mortar joints- within the bottom 3 mortar joints- in the bottom course where a bond breaker has been used- elsewhere approx. 5 per m² of wall
WINDOW NOTES:Expandable Foam Air Seals with Backing Rods to all External Doors andWindows.
Lintel Trim Height = 2,135.
FRAMING NOGS:Additional Noggings must be installed at Frame stage for Towel rails,Wardrobe shelving, Shelves, Gas Units & bottles etc. An additional row ofnogs are to be installed @ 1750mm above FFL in the Kitchen for the wallmounted cabinets only. Refer Kitchen plan.
VENT RANGEHOOD/EXTRACT TO EXTERIOR EAVE OF BUILDINGWITH PROPRIETARY VERMIN-PROOF & WEATHERPROOF GRILLE.
RAFT SLAB85mm 25MPa concrete on 220 deep pods on 50mm sand blinding.
CEILING13 mm Plasterboard on 75 x 35 proprietary metal ceiling battens @ 600 ctrs.Stopped to level 4 paint finish.Fibreglass Batts Insulation R2.2 to house only. (Excludes garage).
FASCIAColoursteel 180mm Fascia with 125 OG gutter with internal bracket and600mm wide 4.5mm James Hardie Silkline to soffits. Paint finish to uPVC downpipes.
ROOFMetro "Shake" Metal Tiles on 50 x 40 battens @ 370crs with 1/90x3.15 gunnail (0.8 kN) connection on roof underlay supported on wire netting on pre-fabricated timber trusses @ 900 crs. R3.2 Batts to ceiling.
All Timber grades to be SG8 unless noted otherwise.
NOTE: All gable end walls to have additional layer of bitumus basedbuilding wrap to roof space side of truss
WALL STUDS:In accordance with NZS3604:2011.Single or Upper: 2.4m Exterior Walls to be 90 x 45 H1.2 Boron studs @600mm crsInterior Walls to be 70/90 x 45 H1.2 Boron studs @ 600mm crs(Unless labelled otherwise for load bearing walls on plan)
NOTE: 'Dan Band' Polypropylene Tape @ 300mmcrs to restrain BuildingPaper from bulging into the Brick Veneer Cavity.
TILE NOTE: Where tiled floor occurs over a slab sawcut. Construct tilecontrol joint using flexible coloured sealant.
0911
1011
0211
SECTION Y
+22,355
1 Ground Floor
+22,355
1 Ground Floor
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
10 14Page No. No. of Pages
Drawing Issue:
Electrical Plan
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:50
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
James Hardie 4.5mm Silkline soffit liningwith PVC jointers.
35mm Nail up metalceiling battens with13mm GIB standardceilings.
75mm GIB cove toall living areas &55mm GIB cove toall other areas.
03. BULKHEAD DETAIL 1:10
25mm thick timber headcapping to garage door onpacker to suit.
TILE NOTES:Where tiled floor occurs over a slab saw cut. Construct tilecontrol joint using flexible coloured sealant.Ardex Superflex waterproofing membrane under floor tilesin wet areas and in tiled shower cubical floor & walls.Ardex Superflex WPS to bath & basin surround that aretiled in wet areas.
Tile adhesive
2mm. Flexible Grout
10mm. GIB Aqualine
shower tiles fall to wasteFloor tile
CONCRETE FLOORCONCRETE FLOOR
Timber framed wall.
15. TILED SHOWER BASE DETAIL 1:2
50mm Rebate inconcrete floor
50mm Rebate inconcrete slab.
Selected screed toform fall to waste.
NOTE: Ensure slab depth to showeris maintained under shower recess.(i.e. recess pods or solid fill.)
NOTE: Ensure slab depth to showeris maintained under shower recess.(i.e. recess pods or solid fill.)
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
Malthoid flashing with dripextended 200mm each side ofwindow.
Flat packers to support unit
1-2mm gap.15mm min cover to brick.
200mm wide Malthoid flashingclout fixed or stapled over buildingwrap
Flat packers to support Ali-Jambjamb liner at 600mm crs.
15mm min cover to brick.
185mm Ali-Jamb jamb & head liner.
200mm wide Malthoid flashingclout fixed or stapled over buildingwrap
5m
m M
in.
25
100
100
120
70 50 90
210
50 70
120
50 m
in
.
15
30
12mm
Wall underlay
4.5mm SilklineSoffit Lining
Internal lining
Soffit bearer
Brick veneer cladding
3mm ventilation gap
Provide vent holesevery third perpend ofsecond course fromthe top
Base board to finish 50mm min below
floor level (and 175mm above finished
ground level or 100mm above paving)
Weatherboard fixed to timber packing
block. Packing to be fixed through
WANZ bar to foundation and to have
castleations to front
Timber bevelback weatherboard,50mm cladding cover to head flashingupstand, 15mm drip edge to cavityclosure
Cavity closure
Wall underlay turned into framingreveal, flexible flashing tape at corners
Wall underlay flap lapped over flashing
Head flashing by joinery manufacturer
with 15° slope and 20mm stop-end to
extend 20mm min beyond outer edge
of jamb, facing or scriber
Aluminium joinery profile
50mm min cladding cover toflashing upstand
Air seal over backing rod
Architrave or grooved liner
cavity batten
Line of timber scriber
Internal lining
7.5mm
Tilting fillet where required for support
Packing and window supportbrackets as required
10mm min cover
Internal lining
Timber scriberextending to undersideof head facing (windowhead)
5mm gap toweatherboard optional
10mm min flangecover to weatherboard
Aluminium joineryprofile
Line of head flashingextending to outeredge of jamb facings
Continuous vertical20mm H1.2 boron jambpacker to end of sill tray
Air seal over backing rod
Architrave or slimlinedetail
cavity batten
7.5mm
Timber bevelbackweatherboard
Wall underlay turnedinto framing reveals andtaped at corners
Packing and windowsupport brackets as
required
Timber bevelback weatherboard
DPC
Wall underlay
Base board to finish 50mm min below
floor level (and 175mm above finished
ground level or 100mm above paving)
Concrete floor slab
Cavity closer
Timber bevelback base board
225mm from slab surface to natural
ground (150mm to paving)
Cavity batten
Internal lining
Timber bevelback weatherboard
Wall underlay
Timber 42 x 18mm eaves mould with
weathergroove - fit tight to soffit lining
Soffit lining
Internal lining
Soffit bearer
Timber cavity batten - close off top ofcavity from soffit space
Roof cladding and underlay todesigners specification
soaker (dashed) or backflashing tomitre with tight mitred corner
Timber bevelback weatherboard
Wall underlay continuous around
corner
Flashing with 10mm returns to both
edges, or soaker to front face
Timber cavity batten
Timber fillet backing to suit, fixedover sealant to timberweatherboard
Flexible flashing tape adheringaround pipe and onto wallunderlay (100mm lap to underlayand 25mm to pipe)
Flange to protect sealant fromexposure to sunlight
Sealant with backing
rod
Timber bevelback weatherboard
Wall underlay
Timber cavity batten
Where possible, provideoutwards fall to pipework for
water run-off
Solid backing around pipepenetration
Air seal all around
Air seal all around
Timber cavity battenPipe with 5° slope
Wall underlay
Timber tilting fillet
Concrete floor slab
Wall underlay continuous aroundcorner
40 - 75mm (50mm minrecommended)
Maintain 6mm gap betweenflashing and weatherboard (sealends of boards)
Metal flashing
Timber cavity batten
Timber bevelback weatherboardTimber pre-cut
66 x 18mm transition scriber
Masonry veneer
Masonry veneer cavity
Keep ends of weatherboardback 12mm from masonry
Aluminium joinery profile, flange toprovide 10mm min cover toweatherboard
Internal liningTimber bevelback weatherboard
Wall underlay turned into framing
reveals, flexible flashing tape to sill
trimmer, turn up 100mm at trimming
stud and 50mm onto face of wrap
Air seal over backing rod
Architrave or slimline detail
Packing and window supportbrackets as required
Timber scriber
cavity batten
7.5 - 10mm
Wall underlay
Packing cut to suit
DPC flashing
Water resistant 'Air Seal'with backing rod toperimeter of trim cavity.
90 x 45 H3.1 Framing withBreather Type Building Paper over
Flexible flashing tape
4.5mm Silkline Soffit Lining
Head seal
10mm Interior GIB wall lining.
R2.2 Wall insulation.
H3 Treated timber jambs.
Building wrap folded intoopening & fixed to framingusing approved fixings.
Tekton universal building wrapfolded into opening & fixed toframing using approved fixings.
Brick Veneer Sill Flat packers to support unit.
Keep drainagepassage clear
Sill 15 degree min. slopeoverhang 30 - 50 mm
Vent every third perpend
Tekton universal building wrap overframing - support with polyproplyenetape straps @ 300mm crs.
Protecto Wrap Flashing System selfadhesive overlays installed tomanufactures spect. over timberframing & trimming members full widthof opening wrap - lap 200mm up jamb.
10mm Interior GIB wall lining.
R2.2 Wall insulation.
H3 Treated timber jambs.
Water resistant 'Air Seal' with backingrod to perimeter of trim cavity.
20x20 kickout batten
18. WINDOW JAMB DETAIL 1:5
Protecto Wrap Flashing System. Selfadhesive overlays installed tomanufactures spec over timber framing& trimming members full width ofopening. Lap 200mm up jambs.
Tekton universal building wrapfolded into opening & fixed toframing using approved fixings.
Air seal
19. DOOR SILL DETAIL 1:5
DPC under liner
Brick Veneer Sill. 5.0° fallaway from building. Weepholes every third perpend
Flat packers to support unit.
NOTE:Sill sealing method for flangeend type drainage systems
5m
m m
in
Keep drainagepassage clear
Aluminium Support Bar with8 guage screws min. 50mm crslong @ 400crs into Slab
Tile to sill at FFL withaluminium edge.
Line of architrave.
Slab edge.
Concrete / Paving.
Unprotected Ground.
Air seal over backing rod
Sloping fillet to base of cavity
3x Coats of Flintcote
70mm Brick Veneer
Flat packers to support unit.
15mm min cover to brick
22. DOOR JAMB DETAIL 1:5
Aluminium Door
Water resistant 'Air Seal'with backing rod toperimeter of trim cavity.
200mm minturn-up to
flexible flashing
H3.1 jamb packers
23. TYPICAL WINDOW OPENINGFLASHING DETAIL NTS
Flexible sill flashing full widthof opening over wrap
50 mmmin lap
Building wrap turned into openingover framing
Cavity 50mm
Flexible sealant toperimeter of hole
Pipe penetration tobe sealed with tapeto building wrap
70mm brick
Pipe to slope down to theoutside
24. PIPE PENETRATION THROUGHBRICK CLADDING 1:5
26. BRICK SOFFIT DETAIL 1:5
70 Brick veneer
BT building paper
Insulation
Interior lining
Brick veneer tiesevery 350mm ctrs vert.as per monier spec.
Note: Additional stud atinternal corners whenless than 600mm.
70 Brick veneer
BT building paper
Insulation
Interior lining
Brick veneer tiesevery 350mm ctrs vert.as per monier spec.
Protecto Wrap Flashing Systemself adhesive overlays installedto manufactures spect. overtimber framing & folded up DPC- lap 200mm up jambs.
Tekton universal building wrapfolded into opening & fixed toframing using approved fixings.
Air seal over continuous backing rod.
17. WINDOW SILL DETAIL 1:5
200mm wide Malthoid flashing,clout fixed over BT building paper
50mm Ventilated Cavity
16. WINDOW HEAD DETAIL 1:5
20. BRICK INTERNAL CORNER 1:5
21. BRICK EXTERNAL CORNER 1:5
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
13 14Page No. No. of Pages
Drawing Issue:
Details
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:20, 1:5
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.
Ardex Superflex to 2.0m highabove FFL from top of bath rim
on water resistant surface
36. ENGINEER DESIGNEDRETAINING WALL 1:20
1
20 Retaining Height
Embedment
Pole Retaining wall including Boundary Retaining Wall
Retaining Height Embedment pole Dia (mm) Spacing Auger hole Dia 0.2 1.2m 150 SED H5 1.2m 0.4m0.5 1.2m 150 SED H5 1.2m 0.4m
TILE NOTES:Where tiled floor occurs over a slab saw cut. Construct tile control joint usingflexible coloured sealant.Ardex Superflex waterproofing membrane under floor tiles in wet areas andin tiled shower cubical floor & walls.Ardex Superflex to bath surround and walls 2.0m AFFL in wet areas.
Metrotile
Batten
Underlay
Batten
Standard Barge85mm
20
70
305
75
5
70mm plastered brick veneer
Tilting fillet where required for support
Timber bevelbackweatherboard
Timber bead
180mm colorsteel
fascia
Eaves lining
90x45 ceiling joists at 900crs
2/140x45
Stop end flashing
Underlay overfirst batten
Tile batten
Wall cladding
Building paper
The turn-up
MetrotileShake
Apron Flashing
(Side Flashing)
Underlay carried up face
of framing behind upstand
flashing
Support nog
Minimum upstand of
verge tile 40mm
Minimum cover of over-
flashing 35mm
Building wrap lapped over flashingTimber bevelback Weatherboard
Timber bevelback base board
Timber Bevelback cavity batten
Cavity closure with 15mm drip edge to weatherboard
supplier to supply and install over flashing to suite
their requirements.
For details refer to cladding manufacturer.
Note: Cladding not to project lower than the
5mm step in the apron flashing
41b. CLADDING TO ROOF JUNCTION DETAIL. Scale 1:541a. CLADDING TO ROOF JUNCTION DETAIL. Scale 1:5
120
soffit lining to be fixedinto weathergroove
weatherboard packed tooverlap brick veneer
packed to suit
40a. BARGE WITH TIMBER WEATHERBOARD 1:5
40b. BARGE WITH TIMBER WEATHERBOARD 1:5
WIENEKE
Pohutukawa ParadeLot 3 DP 463525RIVERHEAD POINT
Building Consent
14 14Page No. No. of Pages
Drawing Issue:
Connections
-
Johanna Hinton
@ A1
Date:
Scale:
Job No:
Drawn by:
5/02/2014
1:0.6410, 1:0.6583, 1:67.7886, 1:59.0699
NOTES:1) All dimensions and underground service locations to be checked prior to construction.2) Do not scale from drawings. If in doubtplease ask the designer.3) Construction and method of construction tobe in accordance with the specification, the NZBCand with local bylaws.4) These drawings are subject to copyright andremain the property of Long Term Design LTD.