Concepts - Thorburn Builders · Concepts Architectural Design ... House area = nil (pile foundations) ... and Safe Household Water” G12.3.2. back vent any wastes

ConceptsArchitectural Design

1. Check and verify all dimensions on site prior tocommencement of contract, and ensure to immediatelynotify the designer of any discrepancies or ambiguities inthe contract documents.

2. All works and construction shall comply with all relevantstandards including NZS 3604:2011 and the Building Code.3. Typical window and door head heights to be 2200mmunless otherwise indicated.4. Glazing and windows shall comply with NZS 4211 and42235. Foul water sanitary plumbing and drainage shallcomply with NZBC G13/AS1 and AS2

6. Stormwater drainage shall comply with NZBC E1/AS17. Size all drains to comply with the above. Lay all drains to required falls.8. Roof framing trusses to be designed by a certified truss

manufacturer and to include all bracing connection details. The manufacturer to notify designer of any load bearing points not accounted for in the drawings

NOTES:

D E S I G N I N G W I T H S T Y L E

9. DP's & Gutters: Downpipes to be PVC 80mm dia

PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

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SCALE:

0768

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NEW HOMEFOR

D & H. JAQUESWHAANGA RD, RAGLAN

area of drive = 125.12 m2

N

51,608

22,664

50,250

12,010

30,1

51

19,8

07

area of drive = 270.37 m2

house roofarea = 244.35 m2

garage roof area = 127.30 m280

.0

80.0

85.0

85.0

90.0

90.0

90.0

90.0

95.0

95.0

95.0

100.0

77.0

77.0

77.0

78.0

78.0

78.0

78.0

79.0

79.0

81.0

81.0

82.0

82.0

83.0

83.0

84.0

84.0

86.0

86.0

87.0

87.0

87.0

88.0

88.0

88.0

89.0

89.0

89.0

89.0

91.0

91.0

91.0

91.0

92.0

92.0

92.0

93.0

93.0

93.0

94.0

94.0

94.0

96.0

96.0

97.0

97.0

98.0

98.0

99.0

101.0

(ex.acc)

1.4877ha

(1.5362ha)

1

2

8541m²12

1218Ø

18Ø

30Ø

25

4082.6

44

226O/hea

d Elec

tricit

y

4

(1.5999ha)

18Ø

J

12

12

12

12

25

17

113

5239

4920

B

I

I

B

24

26

62

61

66

10

SITE COVERAGE:house roof area = 371.65 m2

site area = 1.5362 hasite coverage = 2.4%

drive area = 395.49 m2

LEGAL DESCRIPTION:LOT 1DPS 456853AREA = 1.5362Ha

IMPERVIOUS SURFACE:HOUSE = 371.65m2

DRIVE = 395.49m2

TOTAL = 767.14m2

Pervious surfacess (14595) = 95%

Volume of excavation:House area = nil (pile foundations)Part garage area = 77.09 x 0.6 deep = 46.3m3

Drive/parking area near house = 290 x 0.2 = 58.0m3

To be retained onsite

282o43'00'' 139.49m

282o43'00'' 37.10m

282o43'00'' 50.18m

102o43'00'' 44.36m72o00'00''

16.88m

41o 26

'00''

112.9

9m

105o50'30'' 39.26m77o02'30''

8.59m

148o14'0

0'' 8

2.59m

179o5

4'0

0' ' 6

0.9

3m

SITE PLAN1:750

1






NOTES:



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JOB NUMBER:

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REVISIONS:

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inspection junctiongully trapterminal vent

sewer drain

down pipe

water taps

stormwater draininspection bend

KEY:

IJgttvdp

IB

*

Note: Low flow Plumbing fixtures will beused in new toilet, shower and taps withat least a 3 star rating in accordancewith the New Zealand Water EfficiencyLabelling Scheme as per Rule 25.13.4.5 ofthe Proposed District Plan

100m

m d

ia P

VC o

r sim

ilar s

anit

ary

sewe

r

drai

n la

id t

o Dra

inag

e re

gula

tions

and

Wai

kato

Dis

tric

t Co

unci

l App

rova

l

meter

shwr

tub

van

bath

sink

GT

dp

100

mm

dia PVC or similar storm

water sew

er

drain laid to Drainage regulations and W

aikato

District C

ouncil Approval

FIXTURE PIPE SIZES* sewer - 100mm (1:80 fall)* stormwater - 100mm (1:80 fall)* surface water - 150mm (1:200 fall)

* WC - 100mm (1:60 fall)* shower - 40mm (1:40 fall)* vanity - 40mm (1:40 fall)* basin - 40mm (1:40 fall)* bath - 40mm (1:40 fall)* kitchen sink - 40mm (1:40 fall)* tub - 50mm (1:40 fall)Back vent size (if required) - 32mm dia minTV size - 80mm dia minDP size - 80mm dia

DRAINAGE NOTES:Drainage is diagrammatic only. All plumbing and drainage tocomply with NZBC G13 & local authority.All connections to be located on site prior to commencementof contract and invert checked.Inspection junctions fitted at all pipe junctions.Inspection bend fitted at each change of direction in pipework.Water pipes sizes - refer to G12 AS1 table 4

Cold water supply from water tanks.Hot water supply from Rheem hot water heatersHot and cold water supply to compy with NZBC G12

All water supplies from tanks passing through pump and UVfilters are compliant with Drinking water standards for NewZealand 2005 (Revised 2008), clauses 708.1-708.6 of theCode of Practice for Subdivision and Development” along withMinistry of Health publication 10148 “Water Collection Tanksand Safe Household Water” G12.3.2.

back vent any wastesover 3.5m in length

2/25,000ltwater tanks

fuse bd

van

van

shwr

basin

shwr

van

GT

GT

GT

tub

wastewater system, witheffluent field as per engineersrecommendations

dp

dp

dp

dp

dp

IJ

IJ

IJ

IJ

IJ

IJ

IJ

back vent any wastesover 3.5m in length

gaswh

hwc

hwc

catchpit

15.0m swale drain by engineer

GT

tv

IJ

tv

IB

*

*

*

*

*

*

DRAINAGE PLAN1:750

2






NOTES:



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JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

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80.43 m2

76.85 m2

23.89 m2

3,500

11,490

14,990

7,000

15,8

10

6,600

12,5

00

6,600

5,135

6,7

80

3,2

80

8,200

A1 A1

A2

A2

A3

A3

A4

A4

A5

A5

82.12 m2

family

kitchen

dining

office

pantry

wc

entry

bed 4

bed 3

bed 2

bed 1

e/s

wir

bath

wc

store

Lndy

garage

covered area

3.6 x 3.1

3.6 x 4.1

4.9 x 6.8

2.7 x 2.6

3.0 x 2.5

3.0 x 3.0

3.0 x 3.0

4.0 x 3.5

2.3 x 1.6

2.3 x 1.8

1.5 x 3.9

1.5 x 1.5

1.5 x 2.4

6.4 x 7.9

sleepout

shed

3.5 x 4.1

3.5 x 6.4

e/s1.9 x 2.2

Living Area = 170.49m2

Sleepout Area = 23.89m2

Garage Area = 76.85m2

Total Floor Area = 271.23m2

Covered Area = 28.70m2

Total Roof Area = 371.64m2

Contractor to check and verify all dimensions on site priorto commencing contract. Do not scale off drawings.

Timber framing to be 90 x 45mm H1.2 SG8 with studs @ 300mmcrs (2.5m and 3.0m high) max spacing, and rows of nogging @approx 800mm crs max spacing as per NZS3604:2011 section 8table 8.2.

All construction to comply with NZS 3604:2011requirements, all relevant building codes and engineeringdrawings and design

Standard trusses made by licensed fabricator to be spaced @900mm crs max with details of truss design and constructionto be supplied to Waikato District CouncilRefer to window schedule for lintel sizes, sheet 15.Roof pitch 15o & 3o. Eaves = 600mm. Window HH2200mm. Check on site before manufacturing joinery.55mm Gib Cove to all flat ceilings, 2.50m highSquare stop to raking ceiling areasR2.8 wall insulation to external walls, including betweendwelling and garage.R3.6 ceiling insulation to all celingsDouble glazing to all new joinery - excluding garage

HEATING: Masport Akaroa Woodburner Fire, refer to manufacturersinstallation specs in specifications

HOT WATER: Rheem Hot Water heaters 300L and 135L

Ribbed colorsteel roofing on heavy duty building paperon battens on trusses at equal centres (900crs max.)

13mm Gib Board ceiling fixed to underside of 70 x35mm timber ceiling battens at 600 crs max as permanufacturers fixing specifications.Ecoply grooved plywood ceiling to living area.9mm Plywood lining to garage and shed

10mm Gib Board wall lining fixed to timber framing as permanufacturers fixing specifications. Gib Aqualine to all bathrooms.9mm Plywood wall lining to Garage and shed.

FLOOR AREA:

AB

CD

ELEVATION KEY

NOTES

Smoke DetectorKEY:

fuse board

extractor fan

Stud to top plate fixing: Type B - 2/90 x 3.15 endnails + 2 wire dogs, or alternative fixing of 4.7kNBottom plate fixing: Galv Lumberlok bottom platefixing anchors at max spacing of 900mm

meter board

hwc

woodfire +hearth

hwc

E

FLOOR PLAN1:125

3






NOTES:



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JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

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NEW HOMEFOR


11,490

3,50090

8,510

901,510

901,110

90

90

8,510

90

2,71090

11,490

600

2,200

11,590

90

6,820

90

90

2,620

901,11

090610

90 2,21090

1,200

7,000

600

90 3,030 90610

90

1,01090

1,500 90

90 4,010 90 2,320 90

600 6,600 600

90

3,5

10

90

3,0

10

90

3,0

10

90

2,5

20

90

90

1,0

00

90

1,3

20

90

1,0

109

0

1,4

20

90

2,1

00

90

1,4

20

90

90

1,8

20

90

1,6

00

90

3,9

10

90

1,5

10

90

1,1

109

0

1,9

20

90

13,0

10

90

3,51

0

90

7,90

0

90

3,53

0

90

90

3,51

0

90

7,90

0

90

1,50

0

90

1,94

0

9051

0

15,3

00

510

90

6,420

90

6,600

90

610

901,500

90

4,130

90

90 1,890 90

13,5

00

DIMENSIONED PLAN

1:150

4


1. Check and verify all dimensions on site prior to commencement

of contract, and ensure to immediately notify the designer of any discrepancies or ambiguities in the contract documents.

NOTES:


4. Glazing and windows shall comply with NZS 4211 and 42235. Foul water sanitary plumbing and drainage shall comply with NZBC G13/AS1 and AS2


manufacturer and to include all bracing connection details. The manufacturer to notify designer of any load bearing points not accounted for in the drawings9. DP's & Gutters: Downpipes to be colorsteel 80mm dia

CLIENT:

REVISIONS:

SHEET:

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JOB NUMBER:

DATE: JUNE 2017

Concepts Architectural Design Ltd.Vaughan Priddey BBSc, BArch,

2d1 Brooklyn Road, P.O.Box 14112,Hamilton New Zealand

Ph: 07 8552586 Fax: 07 8550382Mobile: 027 2909024,

Email:

These documents are copyright to:c

[email protected]

3. Typical window and door head heights to be 2200mm unless otherwise indicated, to match existing, check on site.

2. All works and construction shall comply with all relevant standards including NZS 3604:2011 and the Building Code.

V.P

0768

NEW HOMEFOR


5,3

45

elevation A

ribbed colorsteel roofing

external colorsteel spoutingon colorsteel fascia

double glazedpowdercoated al. joinery

glass balustrade, 1.0m high

vertical timberweatherboard claddingon cavity

Hardies Oblique weatherboardon cavity

cedar sectional garage door

woodburner flue

Cladding colours:Colorsteel Roofing in “Windsor Grey (G10), LRV 7%”Colorsteel Spouting including downpipes in “Windsor Grey (G10),LRV 7%Hardies Oblique weatherboard - painted in “Resene TabagoBR35-022-060, LRV 8%”Al. Joinery powdercoated colour Matt Black/Ebony.Cedar to be factory coated in a protective clear oil/stain on allsurfaces - WoodX or Sikkens coating.

BUILDING ENVELOPE RISK MATRIX

All Elevations

Risk Factor Risk Severity Risk Score

Wind zone (per NZS 3604) Very high risk 2

Number of storeys Low risk 0

Roof/wall intersection design Low risk 0

Eaves width Medium risk 1

Envelope complexity Low risk 0

Deck design Very high risk 6

Total Risk Score: 9

elevation B

ribbed colorsteel roofingexternal colorsteel spoutingon Colorsteel fascia

double glazed powdercoatedal. joinery

vertical timber weatherboardcladding on cavity


velux skylight

woodburner flue

ELEVATIONS1:100

5




NOTES:





CLIENT:

REVISIONS:

SHEET:

DRAWN BY:

SCALE:

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JOB NUMBER:

DATE: JUNE 2017



Ph: 07 8552586 Fax: 07 8550382Mobile: 027 2909024,

Email:


[email protected]



V.P

0768

NEW HOMEFOR


2,2

81

2,2

35

6,6

15

elevation C

ribbed colorsteel roofing


double glazed powdercoatedal. joinery

glass balustrade1.0m high


Hardies Obliqueweatherboard on cavity

BUILDING ENVELOPE RISK MATRIX

All Elevations

Risk Factor Risk Severity Risk Score

Wind zone (per NZS 3604) Very high risk 2

Number of storeys Low risk 0

Roof/wall intersection design Low risk 0

Eaves width Medium risk 1

Envelope complexity Low risk 0

Deck design Very high risk 6

Total Risk Score: 9

6,8

33

7,4

31

2,3

42

2,4

99

2,2

05

elevation D

external colorsteelspouting oncolorsteel fascia


glass balustrade,1.0m high



Cladding colours:Colorsteel Roofing in “Windsor Grey (G10), LRV 7%”Colorsteel Spouting including downpipes in “Windsor Grey (G10),LRV 7%Hardies Oblique weatherboard - painted in “Resene TabagoBR35-022-060, LRV 8%”Al. Joinery powdercoated colour Matt Black/Ebony.Cedar to be factory coated in a protective clear oil/stain on allsurfaces - WoodX or Sikkens coating.

timber spacedbaseboards

ELEVATIONS1:100

6






NOTES:



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JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

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Ribbed colorsteel roofing

velux skylight

Hardies Oblique weatherboardcladding on cavity

woodburner flue

FFL = 0.000

VAR

IES

- C

HE

CK

ON

SIT

E

50

600

15 deg

PRE FABRICATED TIMBERTRUSS @ 900 CRS MAX BYCERTIFIED MANUFACTURER

13mm GIB CEILING ON70 X 35mm TIMBER CEILING

BATTENS @ 450 CRS

THERMAKRAFT WATERGATEPLUS BUILDING WRAP

HARDIFLEX SOFFIT LINING FIXEDTO U/S OF 90x45mm SOFFITFRAMING, NOG FOR ADDITIONALFIXING

ROOF CAVITY MUST BE SEPARATED FROMWALL CAVITY BY EXTENDING BREATHABLE

BUILDING PAPER TO TOP PLATE OR BYEXTENDING BUILDING PAPER OVER THE

TOP OF SOFFIT LINING BY 100mm

COLORSTEELGUTTER FIXED TO 140 x 25 H3.1

TIMBER FASCIA

90x45mm TIMBER WALL FRAMINGAS PER NZS 3604:2011 SECTION

8 TABLE 8.2 WITH R2.8 WALL INSULATION& 10mm GIB INTERIOR LINING.

10mm Gib board lining

VERTICAL CEDAR WEATHERBOARDS0N 20mm CAVITY AS PER MANUFSPECIFICATIONS AND DETAILS

GIB COVE

SELECTED SCOTIA MOULD

RIBBED COLORSTEEL ROOFING OVERCOVERTEK 407 THERMAKRAFT SELFSUPPORTING' BUILDING PAPER FIXED TO70 x 45 PURLINS @ 900 CRS

TRUSSES @ 900 CRS MAXCOLORSTEEL BARGEFLASHING

RIBBED COLORSTEEL ROOFING OVERCOVERTEK 407 THERMAKRAFT SELFSUPPORTING' BUILDING PAPER FIXED TO 70x 45 PURLINS @ 900 CRS

140 x 25 pp H3.2 BARGE

BUILDING WRAP

VERTICAL CEDAR WEATHERBOARDS0N 20mm CAVITY AS PER MANUF

SPECIFICATIONS AND DETAILS

90x45 OUTRIGGERS @ 900 CRSMAX

COLORSTEELBARGE

FLASHING

RIBBED COLORSTEEL ROOFING OVERCOVERTEK 407 THERMAKRAFT SELFSUPPORTING' BUILDING PAPER FIXED TO 70x 45 PURLINS @ 900 CRS

140 x 25 ppH3.2 BARGE

VERTICAL CEDAR WEATHERBOARDS0N 20mm CAVITY AS PER MANUF

SPECIFICATIONS AND DETAILSLOWER END TRUSS TOALLOW OUTRIGGERSTO CANTILEVER PAST

BUILDING WRAP

HARDIFLEX SOFFIT LINING FIXED TO U/SOF 90x45mm SOFFIT FRAMING, NOG

FOR ADDITIONAL FIXING

S o f f i t D e t a i lS c a l e 1 : 10 AS PER NZBC E2 FIG 25

R3.6 CEILING INSULATION

2,4

50

mm

TO

FF

L

211

timber baseboards,spaced for subfloorventilation

19mm Ecoply flooringon 190 x 45mm H1.2 SG8joists @450 c/c max.

vertical cedarweatherboards on20mm cavity as permanuf specs

140x45mm H1.2 SG8boundary joist

Thermakraft WatergatePlus building wrap

2/140x45mm H3.2SG8 timber bearer

10mm Gib Boardwall lining

R 2.8 wallinsulation batts

Expol R1.3 subfloorinsulation, 50mm

125x125mm H5 loadbearingbraced pile with400x400x300mm (min) deepconc. footing

110

F o u n d a t i o n D e t a i lS c a l e 1 : 10

to match existing (COS)

lightweight concrete screed to falls.

Shower Floor Area- Typical Timber Floor

13mm GIB Aqualine lining on Davco 10waterproofing to wet area

190x45 H1.2 floor joist@ 450crs

selected tile finish onDavco K10 waterproofing membrane

19mm H3.1 ply to wet areasonly

Davco K10waterproofing tou.side of screed also

190x45 H1.2 floorjoist @ 450crs

140x45 H3.2 floor joist@ 450crs

70 MIN

B a r g e D e t a i lS c a l e 1 : 10

312

cavity closer

70 MIN

B a r g e D e t a i lS c a l e 1 : 10

413

ELEVATIONS1:100

7

ELEVATION E






NOTES:



PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

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DRAWN BY:

SCALE:

0768

V.P

NEW HOMEFOR


3,62

0

11,6

80

600

6,600

600

510

600

2,50

0

15,3

00

4,310

2,290

7,995 600 6,600 600

12

,50

0

60

011

,81

060

0

1,200

7,000

3,500

11,490

3,500

8,690

2,200

600 600

7,000

600

3,300 3,300

12,5

00

15,6

62

3,2

80

2,0702,700

10,099

1,542

2,284

11,0

15

3,488

1,0

00

4,9

00

1,500 90

3,5

70

2,39

0

5,00

0

1,200

190 x 45 H1.2 sg8joists @ 400 crs

190 x 45 H1.2 sg8joists @ 450 crs

190 x 45 H1.2 sg8joists @ 450 crs

FFL +2.00m

20mm rebate in concretefor garage door

100mm thick conc. floor slab reinf.with 500E mesh over 0.25mmpolythene DPM on sand blinding andhardfill - slab to have sawcuts forshrinkage control (no polystyrene togarage area)

Foundation Notes:Contractor to check and verify all dimensions on siteprior to commencing contract.Do not scale off drawings.

All dimensions to be checked along with pre-cut planPre-cut and truss manufacturer to confirm anyinternal load bearing walls and required slabthickening prior to construction.

REFER TO ENGINEERS SOIL TEST ANDRECOMMENDATIONSremove 0.3m of existing topsoil and soft silts, proof-roll and replace with compacted pit sand in 150mmlayers. Refer to soil report

cantilevered 190 x45 H3.2 sg8 joists@ 450 crs

trim out shower floor,and lower 50mm with 140x 45 H3.2 sg8 joists

H3 plywood flooring towet areas

H3 plywood flooringto wet areas

H3 plywood flooringto wet areas

solid nogging at midspanof joists

190 x 45 sg8 stringer plate withjoist hangers fixed to foundationwall with M12 bolts @ 900 crs

deck joists fixed withjoist hangers toboundary joist190 x 45 H3.2 sg8

joists @ 400 crs

190 x 45 H3.2 sg8joists @ 450 crs

FFL +0.00m

FFL +0.00m

FFL +2.00m

trim out shower floor,and lower 50mm with 140x 45 H3.2 sg8 joists

2/140 x 45 H5bearer, maxspan 1.6m

FFL -0.050m

FFL-0.050m

FFL -1.950m

FFL-0.050m

FFL-0.00m

Steps:risers - 180mm maxtread - 300mm

Steps:risers - 180mm maxtread - 280mm

A

B

C

M

N

O

A

B

C

M N O

brace

brace

brace

brace

brace

brace

brace

AP

AP

BP

BP

BP

BP

BP

BP

BP

BP

BP

BP

bra

cebr

ace

bra

cebr

ace

brace

brace

brace

AP

AP

AP

BP BP

BP BP

BP BP

BP BP

BP BP

AP

AP

APbrace

BP

BP

braceBP

BP

braceBP

BP

Foundation Notes:Contractor to check and verify alldimensions on site prior tocommencing contract.Do not scale off drawings.

Dimensions are to framing line.

All dimensions to be checked alongwith pre-cut planPre-cut and truss manufacturerto confirm any internal loadbearing walls and required loadbearing piles prior to construction.

Stainless Steel fixings for allsubfloor areas less than 600mmfrom finished ground level

House piles. Refer to engineersreport. Piles are to be deepend tobetween 0.6 and 0.9m belowground level and to be inspectedby engineer.Note: Deck is exempt fromconsent under schedule 1 of NZBC

AP Anchor Piles to be 125 x 125mm H5treated set in 400 x 400 x 900mmdeep concrete footing

Loadbearing Ordinary Piles to be 125 x125mm H5 treated set in 400 x 400 x300mm (min) deep concrete footings

AP

Bearer to Pile: 1 wiredog each sideand 2/100x3.75 nails skewed

Joist to plate or bearer2/100x3.75 skewed

AP/Bearer Connection: Use s.s M12bolts and washers and 2/Pryda 1mmNailon plates per joist

Non-Loadbearing (deck) Piles to be 125 x125mm H5 treated set in 250 x 250 x300mm (min) deep concrete footings

L

BP Braced Piles to be 125 x 125mm H5treated set in 400 x 400 x 450mmdeep concrete footing

2/190

x 45 H

3.2

sg8 bearer

2/140 x 4

5 H3

.2 sg8 bearer

2/140 x 4

5 H3

.2 sg8 bearer

2/1

40

x 4

5 H

3.2

sg8

bea

rer

2/1

40

x 4

5 H

3.2

sg8

bea

rer

2/1

90

x 4

5 H

3.2

sg8

bea

rer

Brace size - 100 x 1006kN joist/bearer connection12kN bearer to pile connection or M12bolt and washers

140 x 140 H5 timberposts set in 800 x 800x 700 deep concfootings

140 x 140 H5 timberposts set in 800 x800 x 700 deep concfootings

brace

AP

brace

brace

FOUNDATION PLAN

1:150

8






NOTES:



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JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

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SCALE:

0768

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2,900

600

600

1,200450

510

600

600

gable end truss

gable end truss

15 deg fall

3 deg fall

Roofing Notes:Soffit dimensions are measured on flat to timberframing.Gutters and downpipes sized to comply with E1/AS1.All dimensions to be checked along with pre-cut plan.Refer to pre-cut and truss manufacturers plans fortruss location.Pre-cut and truss manufacturer to confirm anyinternal load bearing walls and required slabthickenings prior to construction.

Roof to be constructed with trusses designedby licensed fabricator, with design and layoutdetails being supplied to Waikato DistrictCouncil by the manufacturer.Roofing: Ribbed ColorsteelFlashings: Colorsteel

Purlin/rafter connection: 70x45 purlins @ 900mm crswith 1/10g self-drilling screw, 80mm long (type T)Rafter top plate connection: rafter 290x45 - 2/90x3.75skewed nails and 2 wire dog (Fixing type E)Truss top plate connection: 2/90x3.75 skewed nailsand strap fixing (Fixing type F)top plate to studs (Very High Wind Zone): -2/90x3.15end nails and 2 wire dog (fixing type B)

dp - downpipeWind Zone = Very High

pair of opposing 4.0kN steel roofbracing straps fixed to top plates andtop of each intersected truss/rafteras per NZS3604:2011 10.4

pre-fabricated gangnail trusses @900crs max, by certified trussmanufacturer with all fixings, design andlayout details to be supplied to WaikatoDistrict Council.

2/240 x 45 H1.2 sg8 verandah beam,fixing type P, 2/HDG 'flat' straps or13.3kN alternative capacity

pair of opposing 4.0kN steel roofbracing straps fixed to top plates andtop of each intersected truss/rafteras per NZS3604:2011 10.4

pre-fabricated gangnail scissor trusses@ 900crs max, by certified trussmanufacturer with all fixings, design andlayout details to be supplied to WaikatoDistrict Council.

dp

fall

of s

pout

ing

dp

dp

dp

15 deg fall

15 deg fall

gable end truss

gable end truss

fall

of s

pout

ing

fall o

f spo

utin

g

fall o

f spo

utin

g

fall of spouting

fall of spouting

dp

dp

dp

fall of spouting

velux skylightsFS M08

2/240 x 45

sg8

attic trusses to garageand shed areas

140 x 45 H1.2 sg8 rafters@ 600 crs

ROOF FRAMING PLAN

1:150

9






NOTES:



PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

SHEET:

DRAWN BY:

SCALE:

0768

V.P

NEW HOMEFOR


±01 Ground Floor

±01 Ground Floor

2,5

50

600

2,0

46

500

2,9

00

600

1,6

72

15°

Hardiflex soffit lining fixed tounderside of 90 x 45mm eaves bearer- nog in between as required to provideadequate fixing

90 x 45mm SG8 H1.2 timber wallframing with studs @ 400 crs andnogs @ 800crs as per NZS3604:2011 section 8 table 8.2

pre-fab gangnail trusses made bylicensed fabricator to be spaced @900mm crs max with details of trussdesign and construction to be suppliedto Waikato District Council

R 3.6 ceiling insulation batts

R 2.8 wall insulation batts

cross section 1

Thermakraft Cover Up building wrap

Ribbed Colorsteel roofing on Covertek407 roof underlay on 70 x 45 purlins @900 crs on prefab. trusses at equalcentres (900crs max.)

powdercoated aluminium joinery fixedto timber framing as permanufacturers specifications and toinclude all head jamb and sill flashings

10mm Gib Board walllining fixed to timberframing as permanufacturers fixingspecifications

Vertical Cedar weatherboards on20mm cavity, fixed as per manufspecifications

Colorsteel external spouting onColorsteel fascia fixed to roofframing

bed

13mm Gib Board ceiling fixed tounderside of 70 x 35mm timber ceilingbattens at 600 crs max as permanufacturers fixing specifications

Lndy

dpm polythene pegged toground under house

bulkhead formed by trusses

17

barge flashingdetail, sheet 16

2/140 x 45 H3.2 sg8 bearer maxspan 1.65m on 125 x 125 H5 piles 2/190 x 45 H3.2 sg8

bearer max span 1.65mon 125 x 125 H5 piles

140 x 25 H3.2 sg6 spaced timberbasboards for ventilation

9

9

50

3 -

5m

m

40

5°

Stud (Vertical framing)

Building wrap

Horizontal

cavity batten

(Castellated

or Cavibat)

Internal lining

50 x 50mm External Corner Flashing

Flashing to provide 50mm cover behind Weatherboard

Nail positioned to avoid penetrating Flashing

Seal between Weatherboard with continuous bead of flexible exterior glue or MS sealant

Ap

pro

x 1

00

mm

on

all

sid

es

of

pip

e

20

Packer to support pipe

(Pipe to be secured to

packer with strap/webbing)

Dwang/nogging

Pipe to have 5° fall

Internal

Lining

Framing

Use Sealant over

PEF backing rod

to make watertight

Use sealant over

PEF backing rod

to make weathertight

Timspec approved pipeflashing with adhesive flange

Or alternatively use the methodprescribed in E2/AS1 to seal pipe

EXTERNAL CORNER DETAIL INTERNAL CORNER DETAIL PIPE PENETRATION DETAIL

Weatherboards trimmed and butted against each otherSeal with MS sealant

50 x 50mm Internal Corner Flashing

Nails to be 40mm from corner

to avoid penetrating Flashing

yet minimse risk of cupping

PackerFraming Internal lining

Building wrap

CROSS SECTION1:50

10






NOTES:



PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

SHEET:

DRAWN BY:

SCALE:

0768

V.P

NEW HOMEFOR


±01 Ground Floor

±01 Ground Floor

2,1

99

2,5

50

2,5

00

600

600

1,0

00

3,1

00

600

1,5

80

15°

5°





cross section 2




10mm Gib Board wall lining fixed totimber framing as permanufacturers fixing specifications



family

Ecoply grooved lining fixed to undersideof 70 x 35mm timber ceiling battens at600 crs max as per manufacturersfixing specifications


190 x 45 H3.2 sg8 cantileveredjoists @ 400 crs

Clearspan Vista balustradeinstalled as per manufspecs


27

cantilever joist detailsheet 8

2/140 x 45 H3.2 sg8 bearer maxspan 1.65m on 125 x 125 H5 piles

2/190 x 45 H3.2 sg8bearer max span 1.65mon 125 x 125 H5 piles


10

50

Min

imu

m:1

50

mm

to

pa

ved

gro

un

d;o

r 2

25

mm

to

fin

ish

ed

un

pa

ved

gro

un

d

12

10

50

Min

imu

m:1

50

mm

to

pa

ved

gro

un

d;o

r 2

25

mm

to

fin

ish

ed

un

pa

ved g

rou

nd

Min

imu

m:

10

0m

m t

o p

ave

d g

rou

nd

;

or

17

5m

m t

o f

inis

he

d

un

pa

ved

gro

un

d.

Important: Take care to ensure

air from the subfloor space

cannot enter the cavity.

This is important because moisture

levels in subfloor can be high.

Min

imu

m:

10

0m

m t

o p

ave

d g

rou

nd

;

or

17

5m

m t

o f

inis

he

d

un

pa

ved g

rou

nd

Internal lining

Skirting

125 x 125 H5 Timber Pile

Flooring substrate

Cavity Base Closer

Building wrap to overlap

cavity closer

Horizontal cavity battens

Vertical shiplapweatherboards

Framing Cavity

Vertical shiplapweatherboard

Building wrap

Minimum 12mm Gap between decking and claddingApplies to both Cantilever andNon-cantilever slated decks

DPC

Internal lining

Skirting

Cavity Base Closer

Building wrap to overlap

cavity closer

Horizontal cavity battens

Concrete foundation

Vertical shiplapweatherboards

FOUNDATION DETAILFOUNDATION DETAILDECK DETAIL

CROSS SECTION1:50

11




NOTES:





CLIENT:

REVISIONS:

SHEET:

DRAWN BY:

SCALE:

PAGE:

JOB NUMBER:

DATE: JUNE 2017



Ph: 07 8552586 Fax: 07 8550382Mobile: 027 2909024,

Email:


[email protected]



V.P

0768

NEW HOMEFOR


±01 Ground Floor

2,5

50

1,7

00

1,0

00

Grooved plywood soffit lining fixed tounderside of 90 x 45mm eaves bearer- nog in between as required to provideadequate fixing




cross section 3



10mm Gib Board wall lining fixed totimber framing as permanufacturers fixing specifications


hall

Ecoply grooved lining fixed to undersideof 70 x 35mm timber ceiling battens at600 crs max as per manufacturersfixing specifications

entry


20mm plywood flooring on 190 x 45H1.2 sg8 joists @ 400 crs

2/140 x 45 H3.2 sg8 bearer

R1.3 expol u/floor insulation


Ecoply grooved lining fixed tounderside of 70 x 35mmtimber ceiling battens at 600crs max as per manufacturersfixing specifications


Clearspan Vistabalustrade installedas per manuf specs

living

37

apron flashingdetail

516

35

/ 6

0

Min

. 1

0m

m

Minimum 15mm drip edge

(Cavity Closer

to bottom of cladding)

Minimum 5mmcapillary gap

Minimum 8mm cover

Flexible Flashing Tape to

overlap Flashing

Lintel

Head Flashing must have

35mm upstand (60mm

for Extra-high Wind-zones)

Head Flashing must

have stop end

Flexible Flashing Tape to run

around entire opening, lapped

50mm over Rigid Air Barrier

Continuous Air Seal

(Sealant over Backing Rod)

Head Flashing to provide

minimum 10mm cover

to Joinery head flange

Cavity Closer

Optional Head facing

Seal head flashing to Joinery head flange

for Very High Wind Zones

Aluminium Joinery (indicitive)

Flexible Flashing Tape to run

around entire opening, lapped

50mm over Rigid Air Barrier

PackersContinuous Air Seal


Aluminium Joinery (indicitive)

Frame Block

Sill Support Bar

Line of Head

Flashing (above)

Minimum 20mm

Head Flashing Extension

Minimum 10mm

Joinery cover over Weatherboards

Foam bond breaker

Building Wrap dressed into openingFlashing Tape turned up from sill

and also at corners with Head

Continuous Air Seal


Packers

WINDOW HEAD DETAIL WINDOW SILL DETAIL WINDOW JAMB DETAIL

CROSS SECTION1:50

12




NOTES:





CLIENT:

REVISIONS:

SHEET:

DRAWN BY:

SCALE:

PAGE:

JOB NUMBER:

DATE: JUNE 2017



Ph: 07 8552586 Fax: 07 8550382Mobile: 027 2909024,

Email:


[email protected]



V.P

0768

NEW HOMEFOR


1,0

42



pre-fab gangnail attic trusses made by licensedfabricator to be spaced @ 900mm crs max withdetails of truss design and construction to besupplied to Waikato District Council


cross section 4




9mm plywood lining fixed totimber framing as permanufacturers fixingspecifications


9mm Plywood ceiling fixed to undersideof 70 x 35mm timber ceiling battens at600 crs max as per manufacturersfixing specifications


100mm thick concrete slab with500E mesh over 0.25gpolythene dpm on sand blindingand hardfill

240mm wide block foundationwall on 300 wide x 250 deepconc footing with 2/D12 reinf


2/140 x 45 H3.2 sg8 bearer on125 x 125 H5 piles, max span 1.6m

R1.3 expol u/floor insulation40mm smooth decking on 190 x45 H3.2 sg8 joists @ 450 crs




10mm Gib Board wall lining fixed totimber framing as per manufacturersfixing specifications

9mm plywood lining fixed to timberframing as per manufacturers fixingspecifications

9mm Plywood ceiling fixed to undersideof 70 x 35mm timber ceiling battens at600 crs max as per manufacturersfixing specifications

sleepout garage shed

47

616

±01 Ground Floor

2,5

50

450

1,2003°

Grooved ply soffit lining fixed tounderside of 90 x 45mm eaves bearer- nog in between as required to provideadequate fixing


140 x 45 H1.2 sg8 rafters @ 600 crs

cross section 5




Grooved plywood fixed to underside ofsuspended steel ceiling battens at600 crs max as per manufacturersfixing specifications



2/140 x 45 H3.2 sg8 bearer on125 x 125 H5 piles, max span 1.6m

R1.3 expol u/floor insulation 40mm smooth decking on 190 x45 H3.2 sg8 joists @ 450 crs


entry

2/140 x 45 H5 sg8bearer on 125 x 125 H5piles, max span 1.6m


Building wrap

Internal

Lining

Framing

Soffit lining

Soffit framing

Continuous horizontal solid Cavity Batten

(not Castellated or Cavibat)

to close off top of wall cavity

Eaves Mould fitted tight

up against soffit lining

Where practical weatherboardto butt up tight against soffitSeal with MS sealant

SOFFIT DETAIL

CROSS SECTION1:50

13






NOTES:



PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

SHEET:

DRAWN BY:

SCALE:

0768

V.P

NEW HOMEFOR


W:132E:117

D

W:132E:100

C

W:132E:100

B

W:132E:117

A

W:186E:186

MW:186E:186

NW:186E:186

O

W:199E:100

2C

W:199E:100

2B

W:199E:105

2A

W:177E:177

2M

W:177E:177

2N

W:177E:177

2O

W:227E:227

3C

W:149E:100

3B

W:227E:227

3A

W:117E:117

3M

W:100E:100

3N

W:100E:100

3O

W:117E:117

3P

82.50 m2

80.43 m2

100.98 m2

D004

2,2002,070

D005

2,2002,070

W011

Sill 0

2,2002,000

W016

Sill 2,500

5003,630

W017

Sill 2,500

5003,630

D003

2,2003,680

D002

2,2003,680

810

W009

Sill

0

2,200

1,500W

008

Sill

0

2,200

2,600

W007

Sill

0

2,200

2,600

W006

Sill

0

2,200

2,500

W01

5

Sill 1

,700

500

1,300

D00

8

2,200

2,000

W01

4

Sill

1,70

0

500

2,000

D00

6

2,200

5,000

D00

7

2,200

1,670

810

810

810

810

810

810

2/6

10

2/6

10

2/6

10

760

760

810

810

760

810

1,060

2,025

W012

Sill 1,700

5003,000

W013

Sill 1,700

500500

810

8102/710

810

D009

2,20

03,38

0

W0

10

Sill 0

2,2003,000

D00

1

2,2003,570

W003

Sill

1,7

00

500

2,800

W002

Sill

1,7

00

500

1,500

W001

Sill

1,7

00

500

1,300

W004

Sill

1,7

00

500

1,200

660

W005

Sill 0

2,2

00

800

D1/BL1-H/1.2D2/GS1-N/3.1

C1/GS1-N/1.2C2/GS1-N/3.0

B1/GS1-N/3.0

B2/GS1-N/1.2

A1/GS1-N/3.0 A2/GS1-N/1.2

M1/B

LP

-H/0

.5M

4/B

LP

-H/0

.5

N1/G

S1-N

/1.2

O2/G

S1-N

/0.5

O1/B

L1-H

/1.2

N2/G

S1-N

/1.2

N3/G

S1-N

/1.8

O3/B

L1-H

/1.2

N5/G

S1-N

/1.2

N4/G

S1-N

/1.2

2/C1/BL1-H

/2.4

2/C2/BL1-H

/2.4

2/A1/BLP-H/0.5

2/A2/BLP-H/0.5

2/A3/BLP-H/1.5

2/M1/B

LP-H

/0.5

2/M3/B

LP-H

/0.62/N

1/BL1-H

/1.72/B1/BL1-H/2.0

2/O2/G

S1-N

/1.2

2/O3/G

S1-N

/1.22/O

1/BL1-H

/0.5

2/O4/B

L1-H/1.0

2/B2/BL1-H/0.9

2/N4/B

L1-H/1.5

3/C

1/G

S1-

N/1

.2

3/C2/

EP1/

2.4

3/B3/

BL1

-H/0

.6

3/A4/

GS1-

N/1

.2

3/A5/

EP1/

0.9

3/M1/BL1-H/0.4

3/M2/G

S1-N/2.0

3/C0/

GS1-

N/0

.5

3/A3/

BL1

-H/0

.7

3/B1/

BL1

-H/1

.8

3/N2/GS1-N/2.4

3/O1/EP1/2.4

3/A6/

EP1/

0.9

3/P3/EP1/2.4

3/B2/

BL1

-H/0

.6

3/C

4/EP

1/2.

4

2/M2/B

LP-H

/0.5

M2/B

LP

-H/0

.5M

3/B

LP

-H/0

.5

2/C3/BL1-H

/2.4

BRACING CALCULATIONS

Location of Storey Single Floor Load 2kPa

Floor Height to Apex 6.0 m Roof Weight Light

Roof Height Above Eaves 2.0 m Cladding Weights:

Roof Pitch 0 - 25 ° - Subfloor Light

Roof Style Monopitch - Wall Cladding Light

Building Length (BL) 6.6 m Building Width (BW) 12.5 m

Room in Roof Space 0 Wind Zone Very High

Soil Class D - Deep or Soft W along 84.5 BUs/m

Gross Plan Area (GPA) 82.5 m2 W across 84.5 BUs/m

Earthquake Zone 1 W along x BW 1,056.3 BUs

EQ 5.5 BUs/m2 W across x BL 557.7 BUs

EQ x GPA 453.8 BUs

Calculations are based on NZS3604:2011

ALONG

Bracing Line Bracing Elements Provided Wind Earthquake

Line Min BUs Min BUs Brace Brace Brace Brace Brace Rating BUs Rating BUs

Label W E No. Type Length Angle Height BUs/m Achieved BUs/m Achieved

A A1 GS1-N 3.0 0.0 2.5 70 201.6 60 172.8

A2 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

B

132 117

B1 GS1-N 3.0 0.0 2.5 70 201.6 60 172.8

B2 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

C

132 100

C1 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

C2 GS1-N 3.0 0.0 2.5 70 201.6 60 172.8

D

132 100

D1 BL1-H 1.2 0.0 2.5 90 103.7 100 115.2

D2 GS1-N 3.1 0.0 2.5 70 209.7 60 179.7

132 117

1,090.9

1,056.3

1,003.4

453.8

Totals Achieved:

Totals Required:

W

W

E

E

ACROSS




M M1 BLP-H 0.5 0.0 2.5 120 57.5 120 57.5

M2 BLP-H 0.5 0.0 2.5 120 57.5 120 57.5

M3 BLP-H 0.5 0.0 2.5 120 59.9 120 59.9

M4 BLP-H 0.5 0.0 2.5 120 59.9 120 59.9

N

186 186

N1 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

N2 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

N3 GS1-N 1.8 0.0 2.5 70 117.9 60 101.0

N4 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

N5 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

O

186 186

O1 BL1-H 1.2 0.0 2.5 90 103.7 100 115.2

O2 GS1-N 0.5 0.0 2.5 50 24.0 55 26.4

O3 BL1-H 1.2 0.0 2.5 90 103.7 100 115.2

186 186

814.5

557.7

846.2

453.8

Totals Achieved:

Totals Required:

W

W

E

E

BRACING CALCULATIONS TABLE: 2










Earthquake Zone 1 W along x BW 1,196.0 BUs


EQ x GPA 442.8 BUs


ALONG




2A A1 BLP-H 0.5 0.0 2.5 120 57.6 120 57.6

A2 BLP-H 0.5 0.0 2.5 120 57.6 120 57.6

A3 BLP-H 1.5 0.0 2.5 120 172.8 120 172.8

2B

199 105

B1 BL1-H 2.0 0.0 2.5 120 231.9 105 202.9

B2 BL1-H 0.9 0.0 2.5 90 78.9 100 87.7

2C

199 100

C1 BL1-H 2.4 0.0 2.5 120 276.5 105 241.9

C2 BL1-H 2.4 0.0 2.5 120 271.3 105 237.4

C3 BL1-H 2.4 0.0 2.5 120 276.5 105 241.9

199 100

1,423.1

1,196.0

1,299.8

442.8

Totals Achieved:

Totals Required:

W

W

E

E

ACROSS




2M M1 BLP-H 0.5 0.0 2.5 120 57.6 120 57.6

M2 BLP-H 0.5 0.0 2.4 120 60.0 120 60.0

M3 BLP-H 0.6 0.0 2.5 120 69.1 120 69.1

2N

177 177

N1 BL1-H 1.7 0.0 2.5 120 195.8 105 171.4

N4 BL1-H 1.5 0.0 2.4 120 181.2 105 158.5

2O

177 177

O1 BL1-H 0.5 0.0 2.5 90 43.2 100 48.0

O2 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

O3 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

O4 BL1-H 1.0 0.0 2.5 90 82.5 100 91.7

177 177

804.7

728.0

783.0

442.8

Totals Achieved:

Totals Required:

W

W

E

E

BRACING CALCULATIONS TABLE: 3










Earthquake Zone 1 W along x BW 895.1 BUs


EQ x GPA 555.5 BUs


ALONG




3A A3 BL1-H 0.7 0.0 2.5 90 60.5 100 67.2

A4 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

A5 0.9 0.0 2.5 95 82.1 105 90.7

A6 0.9 0.0 2.5 95 82.1 105 90.7

3B

227 227

B1 BL1-H 1.8 0.0 2.5 120 207.4 105 181.4

B2 BL1-H 0.6 0.0 2.5 90 51.8 100 57.6

B3 BL1-H 0.6 0.0 2.5 90 51.8 100 57.6

3C

149 100

C0 GS1-N 0.5 0.0 2.5 50 24.0 55 26.4

C1 GS1-N 1.2 0.0 2.5 50 57.6 55 63.4

C2 EP1 2.4 0.0 2.5 120 276.5 120 276.5

C4 EP1 2.4 0.0 2.5 120 276.5 120 276.5

227 227

1,227.8

895.1

1,251.4

555.5

Totals Achieved:

Totals Required:

W

W

E

E

ACROSS




3M M1 BL1-H 0.4 0.0 2.5 90 34.6 100 38.4

M2 GS1-N 2.0 0.0 2.5 70 134.4 60 115.2

3N

117 117

N2 GS1-N 2.4 0.0 2.5 70 161.3 60 138.2

3O

100 100

O1 EP1 2.4 0.0 2.5 120 276.5 120 276.5

3P

100 100

P3 EP1 2.4 0.0 2.5 120 276.5 120 276.5117 117

883.2

386.1

844.8

555.5

Totals Achieved:

Totals Required:

W

W

E

E

13,0

10

6,600

15,3

00

6,600

7,000

11,490

ceiling diaphragm

ceiling diaphragm

BRACING KEY01/BR6/1.20

element typeelement lengthelement number

Bracing Notes:This bracing plan is to be read in conjunction with the attachedbracing calculation sheets.All panels to be fixed as per Winstone wallboard written specification.Other panels fixed in accordance with NZS3604:2011 andmanufacturers written instructions.All bracing elements to comply with NZBC B2 durability requirementof not less than 50 years.Any plywood bracing elements to be H3 treatment.Refer to Window Schedule sheet 15 for window and lintel sizes.Internal door height to be 2000mm, except where noted.

BRACING PLAN1:150

14






NOTES:



PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

SHEET:

DRAWN BY:

SCALE:

0768

V.P

NEW HOMEFOR


D007

item as shown (D004); item handed (D005)

D009

D001 item as shown (D003); item handed (D002)

D008

D006

W013

W005W004

W001, W015 W002

W009

W014W011

W006 W007, W008

W003

W012

W010

W016, W017

20

2,1

55

2,2

00

810 810

1,670

20

2,1

55

2,2

00

1,010 1,010

2,070

20

2,1

55

2,2

00

1,110 1,110 1,110

3,380

20

2,1

55

2,2

00

860 860

900 1,770 900

3,570

20

2,1

55

2,2

00

1,210 1,210 1,210

3,680

445

445

445

445

445

2,2

00

2,000

445

445

445

445

445

2,2

00

5,000

1,7

00

500

2,2

00

500

600

1,4

95

2,2

00

800

1,7

00

500

2,2

00

548548

1,200

1,7

00

500

2,2

00

598 598

1,300

1,7

00

500

2,2

00

698698

1,500

1,8

00

295

2,2

00

698 698

1,500

1,7

00

500

2,2

00

620 620 620

2,000

1,8

00

295

2,2

00

948 948

2,000

1,8

00

295

2,2

00

1,198 1,198

2,500

1,8

00

295

2,2

00

1,248 1,248

2,600

1,7

00

500

2,2

00

887 887 887

2,800

1,7

00

500

2,2

00

953953953

3,000

2,2

00

1,448 1,448

3,000

2,5

00

500

3,0

00

1,1631,1631,163

3,630

Window Schedule Notes:Check measure all openings on-site prior tofabrication.All aluminium joinery to be double glazed exceptfor garage.Aluminium joinery to be powdercoated standardcolour unless noted otherwise.Obscured glass indicated on schedule by - obs.Safety glass indicated on schedule by - sg.Angle = Steel angle for veneer supportLintels have been sized in accordance with NZS3604:2011 table 8.9 for SG8 timber.Steel angles for veneer support have been sizedin accordance with Table 18E, NZBC E2/AS1

Fixing of lintels to comply with NZS 3604:2011figure 8.12 and clause 8.6.1.8 of 7.5kN capacityfor as per Mitek Lumberlok specifications inaddendum to specs.Precut to check point loads in conjunction withroof framing layout, and upsize lintelsaccordingly.All glazing to comply with NZS 4223: Code ofPractice for Glazing in Buildings. Table 3. D1-Human Impact Safety Requirements for TypicalExamples of Fully Framed Glazed Doors andSliding Panels.WANZ support bar to all aluminium joinery.All lintel fixing type F for details refer to MitekSystem.

Lintel fixings for spans under 3.4m - 25 x1mm strap with 6/30 x 2.5mm nails intoboth lintel and stud, or a 7.5kN (tension)connection (lintel to studs), see sheet 17.For lintels of 4.8m span - Lumberlok fixingdetail type H (13.5kN), see sheet 17

2200 x 3520 doors2/290 x 45 sg8

2200 x 5000 garage door2/360 x 44 Hyne LGL beam

2200 x 2000 garage door2/190 x 45 sg8

2200 x 30002/240 x 45 sg8

2200 x 3630 sliders2/290 x 45 sg8 2200 x 2020 sliders

2/190 x 45 sg8

2200 x 1620solid grooved doors2/140 x 45 sg8

2200 x 3330 sliders2/290 x 45 sg8 500 x 1300

2/140 x 45 sg8

500 x 15002/140 x 45 sg8

500 x 28002/240 x 45 sg8

500 x 12002/140 x 45 sg8

2200 x 8002/90 x 45 sg8

2200 x 25002/240 x 45 sg8

2200 x 26002/240 x 45 sg8

2200 x 26002/240 x 45 sg8

2200 x 20002/190 x 45 sg8

500 x 30002/240 x 45 sg8

500 x 5002/90 x 45 sg8

500 x 20002/190 x 45 sg8

500 x 36302/290 x 45 sg8

sg sg sg sg sg sg sg sg sg

sg sg sg

sg sg sg sg sg sg sg sg sg

sg sg

WINDOW SCHEDULE

1:50

15






NOTES:



PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

SHEET:

DRAWN BY:

SCALE:

0768

V.P

NEW HOMEFOR


FFL = 0.000

50

THERMAKRAFT 'COVER UP'BUILDING WRAP

90x45 TIMBER FRAMINGWITH R2.8 INSULATION

250x300 CONCRETE FOOTING WITH2/D12 & D10 STARTERS @ 600 CRS75 MIN COVER ALL SIDES

200 BOND BEAMBLOCK

100mm CONCRETE SLAB WITH REINFORCEDWITH 500E MESH ON 50mm POLYSTYRENEINSULATION ON VAPOUR BARRIER ON 25mmSAND BINDING ON COMPRESSED HARDFILL100kpa MIN BEARING.

DPM UNDER

skirting

H1.2 SG8 BOTTOM PLATE FIXED WITHGALV LUMBERLOK BOTTOM PLATEFIXING ANCHORS @ 900 CRS

10mm gib board liningVERTICAL CEDAR

WEATHERBOARDS ON 20mmCAVITY INSTALLED AS PER

MANUF SPECS

CAVITY CLOSURE

19mm Ecoply flooringon 190 x 45mm H1.2 SG8

joists @450 c/c max.

140x45mm H1.2 SG8boundary joist

2/140x45mm H3.2SG8 timber bearer

10mm Gib Boardwall lining

Expol R1.3 subfloorinsulation, 50mm

125x125mm H5 loadbearing pileby engineer

512

F o u n d a t i o n D e t a i lS c a l e 1 : 10

140 x 45 deck boundaryjoist fixed to house boudaryjoist with 2/M12 bolts @900 crs

12mm Hardiflex spacer

joist hanger

vertical cedarweatherboards on20mm cavity as permanuf specs

30025

0

±0FFL

D12

SAND PAD COMPACTED TODEPTHS AS STATED ON THEATTACHED SOILS REPORT

F o o t i n g D e t a i lS c a l e 1 : 10

MIN 225mm TO UNPAVEDGROUND

MIN 150mm TO PAVEDGROUND

613

cleared ground level

BARGE DETAIL

PARALLEL APRON FLASHING

DETAILSN.T.S

16

SOAKER FLASHING

PIPE PENETRATION






NOTES:



PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

SHEET:

DRAWN BY:

SCALE:

0768

V.P

NEW HOMEFOR


7.5

mm

ga

p n

om

ina

l to

allo

w f

or

he

ad

de

flect

ion

and

airse

al

5m

m g

ap

15m

m*2

5m

m

35m

m m

inim

um

co

ver

10m

mm

in c

ove

r

7.5

mm

ga

p n

om

ina

l

10

mm

min

20

mm

min

pa

st

win

dow

to e

nd

of fla

shin

g

10

mm

min

7.5

mm

ga

p n

om

ina

l

Lintel

Selected interior lining

Window liner

Waterproof airseal overPEF rod

Window frame (refer to window manufacturer

for method of support and fixing)

Flashing tape over building underlay

required in corners only

One piece head flashing

with 15˚ slope

James Hardie uPVC vent strip

James Hardie horizontal

cavity batten

For fixing over James Hardie rigid airbarrier or Flexible underlay refer tofixing table 3

Selected coating

Linea® Oblique Weatherboard

Proprietary tape or alternatively

additional layer of flexible

underlay over head flashing

James Hardie rigid air barrier/

Flexible underlay


Window linerWaterproof airsealover PEF rod

Cut the long edges to square finishedge of Linea® Oblique Weatherboardfixed vertically

Line of head flashing over

Window frame (refer to window

manufacturer for method of

support and fixing)

Foam bond breaker

Continuous protectivesealant

Selected coating

Linea® Oblique Weatherboardfixed vertically

James Hardie horizontal cavitybatten


Flexible underlay

Flashing tape 100mm

upstand on jamb

Waterproof airseal to

perimeter of trim cavity withexpandable foam or sealant

over PEF rod as per section

9.1.6 of E2/AS1


For fixing over James Hardie

rigid air barrier or Flexible

underlay refer to fixing table 3


Flexible underlay

Selected coating



cavity batten

Edge of cladding and

vertical section under

window flange to besealed before window is

installed.

Window support assupplied by window

manufacturer

Window frame (refer towindow manufacturerfor method of support

and fixing)

Flexible flashing tape wrapped

over window sill to minimum

requirements as per flexible

tape manufacturer

Window liner

Figure 10Window Head

(Sized 180mm x 115mm text 2mm)

*This dimension must be

checked on site with

joinery manufacturer

Note:· When James Hardie rigid air barriers are used flashing tape to be applied to the entire window opening.· Sealant must be installed between head flashing and window flange in VH and EH wind zones and SED

projects.· Alternatively, the head flashings can be formed with stop ends as per E2/AS1

Butt the ends of head flashing

against timber cavity batten

and seal the joint

Site cut edge to be sealed

Figure 11Window Jamb


Note: When James Hardie rigid air barriers are used

flashing tape to be applied to the entire window opening

Note: All site cut edges to be sealed

Linea® ObliqueWeatherboard to besealed before windowis installed

For fixing over James

Hardie rigid air barrier or

Flexible underlay refer to

fixing table 3

Figure 10Window Sill

(Sized 180mm x 115mm text 2mm)General notes for materials selection1. Flashing materials must be selected based on environmental exposure, refer to NZS 3604 and Table 20 of NZBC E2/AS1.2. Flexible underlay must comply with acceptable solution E2/AS1.3. Flashing tape must have proven compatibility with the selected flexible underlay and other materials with which it comes into contact.4. When James Hardie rigid air barriers are used flashing tape to be applied to the entire opening.

Refer to the manufacturer or supplier for technical information for these materials.

DETAILSN.T.S

17

HARDIES OBLIQUEDETAILS






NOTES:



PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

SHEET:

DRAWN BY:

SCALE:

0768

V.P

NEW HOMEFOR


40

40

50overh

ang

150m

m m

in to p

erm

anent pavi

ng

or

225m

m m

in to u

npaved g

round

75

15m

m

3 to 4

mm

gap

15m

m


cavity batten

Selected coating

Linea® ObliqueWeatherboard

Seal site cut edges prior toinstallation

Oblique Aluminium External BoxCorner

Maximum 2mm gap typical

James Hardiehorizontal cavity

batten

James Hardie rigid airbarrier/ Flexibleunderlay

Studs

Cut the long edges of Linea®

Oblique Weatherboard to buttinto the aluminium externalbox corner with flexiblesealant

Seal site cut edgesprior to installation


Flexible underlay


Selected finish to continue under

bottom edge of cladding

For fixing over James Hardierigid air barrier or Flexibleunderlay refer to fixing table 3

James Hardie vent strip with

1000mm² of opening per

lineal metre.

Keep clear of debris.

Concrete slab orblockwork

DPC

Bottom plate

Stud

Linea® Oblique Weatherboardfixed vertically

joist

Floor

Bearer

Linea® ObliqueWeatherboard

Selected coating

James Hardie horizontalcavity batten

For fixing over James Hardierigid air barrier or Flexible


James Hardie rigid air barrier/Flexible underlay

Offset nog to block airflow into

roof space from cladding cavity

Nog

Blocking if required

For fixing over James Hardierigid air barrier or Flexibleunderlay refer to fixing table 3

Stud


Flexible underlay

Soffit

Flexible sealant

Site cut edge to be sealed



fixed vertically

Selected coating

Optional

External Aluminium Box Corner


Note: All site cut edges to be sealed

For fixing over James Hardie

rigid air barrier or Flexible


Finished ground level

Figure 3Ground Clearance(Sized 180mm x 150mm, text 2mm)

Figure 13 Over joist at Floor Level

Figure 4Soffit Detail(Sized 180mm x 150mm, text 2mm)

HARDIES DETAILSN.T.S

18






NOTES:



PAGE:

JOB NUMBER:

DATE: JUNE 2017

REVISIONS:

CLIENT:

SHEET:

DRAWN BY:

SCALE:

0768

V.P

NEW HOMEFOR


DETAILSN.T.S

19

ANCHOR PILE DETAILBRACED PILE DETAIL

CANTILEVERED JOIST DETAIL STANDARD PILE DETAIL

BALUSTRADE FIXING DETAIL

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Concepts - Thorburn Builders · Concepts Architectural Design ... House area = nil (pile foundations) ... and Safe Household Water” G12.3.2. back vent any wastes