do not scale from drawings all student house build,certificate in … · 2018-01-30 · 100 upvc /...

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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Title Sheet

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16L00

R. Hale

Insight Job Ref # 130502

Building Consent

REFER SHEET L01For Project Notes, Keys, Legends &Other General Project Information

� Do not scale from drawings � Allbuilding works to be in accordancewith the requirements ofNZS3604:2011 & 'The New ZealandBuilding Code' & Clause B1,B2, C3, E3,F2, G4, G6, & relevant standards &codes for each sub trade. � All fixings,materials & workmanship to complywith the requirements of clause B2Durability NZBC : 2011. � Contractorto verify all dimensions / boundaryset-outs / service connec=on loca=ons& levels, on site prior to construc=on.� Liase with electrical, mechanical,drainage and plumbing before placingbeams, columns and founda=ons. �Refer dimensions for placement, donot scale off drawings. � Allconstruc=on systems & products to behandled & installed on site tomanufacturers requirements. � Allqueries are to be directed at Engineer/Architectural Designer beforeproceeding. � All waterproofmembrane roofs to be adequatelyven=lated to prevent moisture / heatbuild-up. � Any subs=tuted orunspecified systems to have PS3supplied by manufacturer/installer/sub-contractor. � All restrictedbuilding work to be recorded andsigned off by relevant LBP. � If indoubt ask the Architectural Designer.

Sheet Index

Sheet #

L00

L01

L02

L03

L04

L05

L06

L07

L08

A01

A02

A03

Layout Name

Title Sheet

Project Notes

Plumbing & Drainage & Roof Plans

Founda=on Plan

Floor Dimension Plan

Framing Plan

Lintel Fixings

Eleva=ons

Sec=on A

Details

Details

Details

Revision / Date

Rev A

Rev A

Rev A

Rev A

Rev A

Rev A

Rev A

Rev A

Rev A

Rev A

23/05/16

23/05/16

23/05/16

23/05/16

23/05/16

23/05/16

23/05/16

23/05/16

23/05/16

23/05/16

23/05/16Rev A

Rev A 23/05/16

(Original Plan) Student House Build,Certificate in Carpentry

Toi Ohomai Institute of Technology

Student House Build,Certificate in Carpentry,Toi Ohomai Institute of Technology

TAURANGA

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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Project Notes

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16L01

R. Hale


Building Consent



Inte

rio

r F

i�n

gs

6B

6D

6A

2A

Ex

teri

or

Cla

dd

ing

s

All framing, cladding and construc=on work is to fixed by anapproved installer to manufacturers specifica=ons.

(To be read in conjunc=on with Arch. Specifica=on)Materials and construc%on Notes:G

en

era

l

1C

All Materials, products, walls / roof framings, andconstruc=on work is to meet the requirements of appropriateNew Zealand building codes / standards includingNZS3604:2011, NZS3602:2003, NZBC:E2, Architectural spec,and manufacturers specifica=ons.

1A

1B

Fou

nd

a%

on

s/F

loo

rin

g/F

ram

ing

125² H5 piles @ 1650 crs maxFoo=ngs 17.5 MPa conc. Piles embeded 100mm-Floor only & non load bearing walls 250x250x200 deep-Load bearing wall 400x400x200 deep-Anchor Piles 400x400x900 deep on load bearing wall 350x350x900 deep floor only

2B

All interior doors to be 1980mm high, flushdoors. Doors to have lever type ac=on handles.

Residen=al baJ insula=on to all exterior walls.Minimum R 2.2. All installed to manufacturersspec.

Residen=al baJ insula=on to all ceilings.Minimum R 3.2. All to be installed tomanufacturers spec.

SUBFLOOR FRAMING:2/190x45 H3.2 SG8 Bearers190x45 H1.2 Floor joists @ 450 crs max

FLOORING:17mm 'Ecoply' T & G H1.2 flooring glued & screwed tofloor joists in accordance with manufacturers specs. UseH3.2 ply in wet areas

WEATHERBOARD:Claymark Garrison =mber H3.1 bevelback weatherboard(with corner soakers) on ex 20mm H3.1 treated cavity baJenswith 7 mm H3.2 Ecoply Barrier rigid air barrier system on 90 x45 H1.2 SG8 studs @ 400 crs with nogs @ 800crs U.N.O. .Residen=al baJ insula=on to all exterior walls.

COLOURSTEEL ENDURA 'CORRUGATE':Coloursteel Endura 'Corrugate' roof cladding on roofingunderlay and galv wire mesh on 70x45 purlins @ 900 crs onon H1.2 =mber Trusses @ 900crs (U.N.O)- Refer to framingplan & sec=on. Ensure selected residen=al ceiling baJinsula=on to all ceilings.

Exte

rio

r Jo

ine

ry 3A 'RESIDENTIAL' SUITE WINDOW & DOOR JOINERY:Selected residen=al suite P.C aluminum window & doorjoinery with 19mm, H3.1 pine jambs liners & 40mm singlebevel architrave. Paint finish.

FRONT ENTRANCE DOOR:Front Entrance door to be horizontal P.C, T&G in P.CAluminum frame with feature door handle.

3B

4B

JAMES HARDIE SOFFIT:JH 4.5mm 'Hardisoffit' exterior soffit lining to 70x 35 baJens @ 600crs - PVC jointers & paintfinish. Installed to manufacturers spec.

4A

Ex

teri

or

Trim

s

GUTTER:1/4 round Coloursteel guJer on paint finished180 x 29mm =mber fascia board. 80ødownpipes - Refer Roof Plan.

6E Bathroom fiPngs indica=ve only. To beinstalled at a later date

Inte

rio

r Li

nin

gs 5A 10mm Gib Board wall lining fixed horizontally

to all walls except wet areas

10mm Gib 'Aqualine' wall lining fixed horizontallyto bathrooms & laundry. This will recieve a paintfinish upon reloca=on on new site. Confirmselected paint is a suitable 'wet area' wallsealant.

5B

5C

5D

10mm Gib Board on Rondo ceiling baJens@ 400 crs to Lounge, Living and Kitchenarea (70x35 SG8 H1.2 ceiling baJens @ 400crs to remaining areas).

10mm Gib Aqualine on 70x35 SG8 H1.2 ceilingbaJens @400 crs. To recieve paint finish uponreloca=on on new site. Confirm selected paint is asuitable wet area wall sealant with manufacturer.

PILES INDICATIVE ONLY

Fixing Notes:

6F 60x10 Pine single bevel skir=ng. Paint finish

6G 40x10 single bevel architrave. Paint finish

6H 40x10 Pine sco=a in all cupboards. Paint finish

6C ThermakraR Thermashield Double Dekker(347) Underfloor Foil Insula=on installed tomanufacturers spec.

Roof Type: LightMember Spacing: 900crsWind Zone: Very HighNOTE: All Timber to be SG8, unless notedotherwise.

-Loadbearing Walls: 2.45m high. 90 x 45 @ 400crs.(Refer Table 8.2 - Studs in loadbearing walls -SG8/Heavy Roof in NZS 3604:2011).

-Non Loadbearing Walls:Ext: 2.45m high. 90 x 45 @ 400crs.Int: 2.45m high. 90 x 45 @ 600crs.(Refer Table 8.4 - Studs in non-loadbearing walls -SG8 in NZS 3604:2011).

-Bo:om plate to %mber floor fixing:(Table 8.19, NZS 3604:2011)a) External walls & internal wall bracing elements.HAND DRIVEN NAILS - 2 /100 x 3.75 @ 600 crs orPOWER DRIVEN NAILS - 3 /90 x 3.15 @ 600 crsb) Internal walls (may be nailed to floor decking).HAND DRIVEN NAILS - 1 /100 x 3.75 @ 600 crs orPOWER DRIVEN NAILS - 1 /90 x 3.15 @ 600 crsc) Trimmer not exceeding 2.4m long. HAND DRIVENNAILS - 4 /100 x 3.75 end nailed or POWER DRIVENNAILS - 6 /90 x 3.15 end nailed.

-Stud to plate: 4/75 x 3.15 (skewed) or 2/100 x 3.75(end nailed)(Refer Table 8.19- Nailing Schedule in NZS 3604:2011for standard nailing).

-Top plate: Type B -2/90 x 3.15 endnails + 2 wiredogs. Alt: 4.7kN(Refer Table 8.18- Fixing of top plate of wall tosuppor=ng members in NZS 3604:2011 for standardnailing).

-Trusses: Type F -2/90 x 3.15 skewed nails + strapfixing. Alt: 7.0kN(Refer Table 10.14- Fixing types of roof trusses atsupports in NZS 3604:2011)

-Purlins:Type T -1/10g self-drilling screw,80mm longfixing. Alt: 2.4kN(Refer Table 10.10- Fixing Purlins on their flat in NZS3604:2011)

(Original Plan)

15/04 BCa - 1B revised

BCa


Student House Build,Certificate in Carpentry

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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Plumbing & Drainage & Roof Plans

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16L02

R. Hale


Building Consent



1:66.67, 1:100

Sanitary Sewer pipeSize, type / Grade

Overflow Relief Gully

65ø terminal vent (in wall) tv

OFG

Site Services Key:

100 UPVC / 1:60

90 UPVC / 1:60Stormwater pipeSize, type / Grade

dp 80mm dia. PVC downpipe

ij Inspec=on junc=on

40

Unitra=ng

Pipe size(mm ø )

AS/NZS 3500 2.2

43

55

2

4

4065Basin

Shower/FWSinkBathWashing machineTubToilet

40 1

100

5050

1:40

1:60

1:401:401:401:401:40

minimumgradient

Plumbing notes :

- All plumbing & drainage lines are diagramma=c only &have been designed in accordance with AS3500.2

- All work shall be carried out in accordance with localauthority bylaws & requirements.

- Plumber to preplumb to proposed fixture posi%onsonly. Plumbing fixtures to be fi�ng in separate buildingconsent, when relocated to the building site. Drainagelayout indica%ve only as posi%ons of site lateralsunknown

Sanitary Fixtures Table :

Fixture

- Roof Pitch: 17.5°- Total Roof Area: 130.1m² (plan area)- GuJer Type: Coloursteel 1/4 round.

5,100 cross sec=onal area.- Rain Fall Intensity: 115mm/hr.

At 115mm/hr rain fall intensity the guJer can service<35m² roof plan area max. Anything over this area requiresan addi=onal downpipe which halves the area serviced.

130.1m² / 35m² = (4) downpipes min req.

E1 - Surface Water :

Downpipe Calcula=ons :

17.5° fall17.5° fall

17

.5°

fall

17

.5°

fall

Coloursteel Endura 'corrugate' roof cladding on roofingunderlay and galv wire mesh on 70x45 purlins @ 900 crs

on on H1.2BT =mber Trusses @ 900crs

1/4 round coloursteel guJer on paintfinished 180 x 29mm =mber fascia board

80Ø DP

80Ø DP80Ø DP

80Ø DP

whb

whb

sink tubwc

bath

shower

shower

wc

10

0Ø

1:6

0

40Ø1:40

40Ø1:40

ORG

ORG

80Ø1:60

100Ø 1:60 UPVC Sewer Pipe

40Ø1:40

40Ø1:40

TV

80Ø1:60

50Ø1:40

40Ø1:40

80Ø DP

80Ø DP

90Ø UPVC stormwater pipe

80Ø DP

80Ø DP

ORG

40Ø1:40

ij ij

ij

ij

Gas infinitysystem

A diagonally opposed pair of con=nuous steel strips eachhaving a capacity of 4.0kN in tension, fixed to each topchord/raRer that is intersected & the top plate.Roof bracing is to meet the requirements of NZS3604:2011clause 10.3.2 Light Pitched Roofs.Roof Area = 130.13m², therefore 3 braces required.

Roof Bracing:

Light Pitched Roof:

Roof Brace Loca=on

Roof Plan Scale @ A3 - 1:100

Plumbing & Drainage Plan Scale @ A3 - 1:100

(Original Plan)

15/04 BCa - Roof Bracing

BCa



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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Foundation Plan

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16L03

R. Hale


Building Consent



1:100, 1:50

3,6009,0003,400

4,0004,8007,200

3,3

27

3,3

48

1,0171,6581,6501,6501,6501,6501,6501,6501,6501,650

7,5

60

38

06

,80

03

80

16,000

38

06

,80

03

78

D01A01

1A

1B

1B

Overall

Ext

en

ts

ExtentsO

vera

ll

Ext

en

ts

C

Extents

190x45 SG8H1.2BT joists

@ 450 crs

2/190x45 SG8H3.1BT bearers

Pile

s

Solid noggingmidspan

A

A

A

A

AA

A A

A

AA

2/90x45 infuture pile

posi=ons

2000mm plywoodsheet brace to

corners

90x45 SG8 =mber framed subfloor jack framewith 2/90x45 in future pile posi=ons, 70x35

Flitch plate connec=ng bearer to jack framingfixed with 4/100x3.75mm nails to both sides

CCCCCCCCCCCPiles

CC

1C

1A

1B

Fou

nd

a%

on

s/F

loo

rin

g/F

ram

ing

125² H5 piles @ 1650 crs maxFoo=ngs 17.5 MPa conc. Piles embeded 100mm-Floor only & non load bearing walls 250x250x200 deep-Load bearing wall 400x400x200 deep-Anchor Piles 400x400x900 deep on load bearing wall 350x350x900 deep floor only

SUBFLOOR FRAMING:2/190x45 H3.2 SG8 Bearers190x45 H1.2 Floor joists @ 450 crs max

FLOORING:17mm 'Ecoply' T & G H1.2 flooring glued & screwed tofloor joists in accordance with manufacturers specs. UseH3.2 ply in wet areas

PILES INDICATIVE ONLY

AAnchor Pile & Foo%ng :ex 125 x 125 H5 treated anchor pile embedded in350mm² x 900 deep concrete foo=ng. Bearerfixed to pile with 2/M12 bolts with 50x50x3mmwashers. bolts 60mm min apart.

Piles and foo%ngs key:Ordinary Pile & Foo%ng :

Foundation Plan Scale @ A3 - 1:100

Note:

This is a temporary jack framing plan.

(Original Plan)

15/04 BCa - 1B revised

BCa


Student House Build, Certificate in Carpentry

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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Floor Dimension Plan

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16L04

R. Hale


Building Consent



1:100

1,8

00

x 6

00

1,8

00

x 1

,20

0

2,760 x 2,000

80

0

80

0 1,260 x 2,000

81

0

1,8

00

x 2

,00

01

,80

0 x

1,2

00

1,800 x 1,200

1,800 x 1,200 600 x 800

2,200 x 2,000

2/700

1,200 x 1,000 1,200 x 1,000600 x 1,0001,460 x 2,000

81

0

NA

BC

D

3,6009,0003,400

90 3,310 90 3,710 1,920 90 1,010 1,910 90

90 7,110

90

1,22090 610 90

1,01090

2,610 90 2,810 90

4,5

60

2,4

40

90

3,6

50

901

,11

09

01,1

20

90

1,2

30

90

90

6,6

20

90

40

0

90 7,110 2,910 90 1,010 520 90 3,910 90

90 1,41090

1,010 90 1,41090 520 90

3,2

70

1,1

10

1,0

10

90

96

09

0

90

1,8

90

90

1,6

70

1,1

10

90

2,4

40

90

90

2,5

70

90

61

0

90

1,1

10

1,8

00

1,2

00

1,8

00

71

09

029

09

0

90 710 1,800 800 90810 1,200 1,700

90

90

1,460370

90

205

600 205

90

355

1,200355

90 3,510 90

90 1,330 2,760 1,660 1,26010090

710 1,800400

90 145600 875

90

900 2,200 810 90

90

81

01

,80

06

60

9073

01

,80

07

30

90

90

90

90

1,8

90

90

15

0

38

06

,80

03

80

7,5

60

38

06

,80

03

80

SA.L08

SA.L08

D.L07

B.L07

114.2 m2

130.1 m2

Max dead endpath 14.4m

1 50 m

floor area -roof area -

living

dining

kitchen

bed 1bed 2

(over frame)

bath.

laun.

store

line

n

f

ove

n wm/dry

bed 3

ens.

wc

Overall

Extents

sink

tub wc

shrwh

b

shr

wcwhb

bath

kitchen

dining

laundry wc bath

bath bed. 3

Ove

rall

Ext

en

ts

livin

g /

din

ing

kitc

he

n lau

nd

ryb

ed

. 2

wr

wr

wr

living bed. 2 shr wr bed. 1

wr store

be

d.3

en

suit

ew

rb

ath

be

d.

2w

r

Extents

Ext

en

ts

Eleva%on Key

Key:Smoke Alarms

s

join

ery

joinery

joinery

join

ery

2/660

2/660

3/5

10

810

810

810

810

810

810

810

810

810

810

wc

gas infinity

wr

shr

Fire escapedead end path

NZBC C1:Risk Group: SH

Dead end path: 14.5m

Fire safety system: Type 1 smoke alarm

pantry

ceilingaccess

=mber framedwalls

steel framed walls 92mmsteel studs at 600mm centresand nogs at 400mm centresFloor Dimension Plan Scale @ A3 - 1:100

(Original Plan)



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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Framing Plan

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16L05

R. Hale


Building Consent



1:100, 1:50

N

N POM

AB

C

3,6009,0003,400

4,0004,8007,200

7,5

60

7,245 3,055 5,700

3,4

30

3,3

70

bracing along

bra

cin

g a

cro

ss

tru

nca

ted

gir

de

r tr

uss

tru

nca

ted

gir

de

r tr

uss

2/1

40

x45

- E

2/290x45 beam - H

2/140x45 - G

top plate fixing

Type B

top

pla

te fi

xin

g

Typ

e B

150x90 hy90 - H

2/290x45 beam - H

2/1

40

x45

- E

F

2/1

40

x45

- E

2/1

40

x45

- E

200x90 hy90 - H

F E F

150x90 hy90 - H

F E

Approved 90 x 45 Timber trusses @ 900crsmax. to manufacturers specifica=ons inaccordance with NZS 3603.

ceiling diaphragm to living,dining & kitchen area, installed

as per Gib Ezy Brace SystemsManual

EPG -1.2mGS1-N -1.7m

EPG -0.8m

EP

G -

0.8

mE

PG

-1

.2m

EP

G -

1.2

m

GS1-N -0.8mEPG -0.7mEPG -1.2m EPG -0.8m

GS2-N -1.4m GS2-N -2.8m

EP

G -

0.8

mE

PG

-1

.4m

EP

G -

0.7

m

GS1

-N -

1.5

m

GS1

-N -

3.4

m GS1

-N -

0.6

m

Lintel Notes:

- All Lintels SG8 H1.2BT unless noted

- Lintels not noted on framing plan are 2/90x45

2/140x45 - E Lintel size - fixing type

E Lintel fixing type

For lintel fixing types see sheet L06

Framing Plan Scale @ A3 - 1:100

Site Information

Wind Zone:

EQ. Zone:

Corrosion zone:

Climate Zone: 2

Zone C

2

Very High

(Original Plan)



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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Lintel Fixings

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16L06

R. Hale


Building Consent



Mitek Lintel Fixing Details Scale @ A3 - 1:0.92

(Original Plan)



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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Elevations

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16L07

R. Hale


Building Consent



1:100

BUILDING ENVELOPE RISK MATRIX

Wall type A

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 High risk 2

Envelope complexity Low risk 0

Deck design Low risk 0

Total Risk Score: 4

BUILDING ENVELOPE RISK MATRIX

Wall type B

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 Very high risk 5

Envelope complexity Low risk 0

Deck design Low risk 0

Total Risk Score: 7

800

1,200

2,000

hh

shA

17.5° pitch

FFL 0.000

2A3A

2B

4A

4B

1,400

600

2B

4B

hh

17.5° pitch

hh

sh

sh

A

3A

4A

FFL 0.000

2A

2,000

2,000

800

1,200

2A

3B 2B

4A

4B

3A

hh

s

shAB

hh

17.5° pitch

FFL 0.000

1,000

1,000

1,000

1,000

2A

3A2B

4A

4B

sh

s

sh

ABFFL 0.000

Elevation B. Scale @ A3 - 1:100 Elevation D. Scale @ A3 - 1:100

Elevation A. Scale @ A3 - 1:100

Elevation C. Scale @ A3 - 1:100

(Original Plan)



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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Section A

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16L08

R. Hale


Building Consent



1:50

D04A01

D03A01

D05A02

2,1

65

17.5°

2A

3C

Temporary jack pile

1B

1C

5C

5A

4B

6A

6B

livingkitchen

u/s

of

tru

ss

4A

D01A01

FFL: 0.000

2,4

20

2B

1A

6C

Section A. Scale @ A3 - 1:50

(Original Plan)



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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Details

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16A01

R. Hale


Building Consent



1:10

50

1C

5A

6A

6F6C

Temporary 7mm H3.2 CCAplywood. Fixed according to'Ecoply' bracing manual

90x45 SG8 =mber framedsubfloor. 2/90x45 jack framein future pile posi=ons

Ramset boJom plate toexis=ng surface

Claymark Garrison =mber H3.1bevelback weatherboard135mm 20mm H3.1 treatedcavity baJens with 7 mm H3.2plywood rigid barrier on 90 x 45H1.2BT SG8 studs.

2/190x45 H3.1 SG8 bearer

Cavity closure

50

7mm 'Ecoply barrier'H3.2 CCA rigid air barrier

Ecoply Barrier sealing tape

Prime ends H3.1weatherboard

19mm H3.1preprimed cornerbaJens with 6mmweathergrooves

Scribers to suit profile. Sealant tow/b and corner baJensmin cover

2.455

450

125

5D 6B

Coloursteel Endura 'Corrugate'roofing on roofing underlay andgalv wire mesh on 70x45 purlins@ 900 crs on

Eave flashing

JH 4.5mm 'Hardisoffit' exteriorsoffit lining to 70 x 35 baJens@ 600crs - PVC jointers &paint finish.

Timber bead

4B

6A2.165

2.340

2.455

5050

125

6mm

5D

5A

6B

5A

'Gib' slim

angle

10mm Gib on 45x45 SG8

H1.2BT battens @ 400 crs

Coloursteel Endura 'Corrugate'

roofing on roofing underlay

and galv wire mesh on 70x45

purlins @ 900 crs on

Eave flashing

20mm cavity battens

7mm plywood6A

4B

4A

Selected Weatherboards

Double stud

Accurately notch top ofweatherboard this side tomatch incomingweatherboard above

Weatherboards this side tobe scribed into otherweatherboard. Prime andseal joint between boardswith sealant

Face nail this side toouter stud

Timber cavitybaJens

50mm x 50mm uPVCcorner underflashing

W/B this side to runthrough to stud and to

be fixed first

Ecoply Barrier H3.2

Face nail thisside first

Selected

Timber

Weatherboard

D01 Foundation detail 1:10

D02 Int/Ext Corners 1:10

D03 Soffit Detail 1:10 D04 Clipped Soffit Detail 1:10



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GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Details

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16A02

R. Hale


Building Consent



1:10, 1:5

200Selected longrunroofing

Purpose made Coloursteel'Endura' ridging

SoR edge dressedinto trough

Stop end roofing

Trusses by pre-cut

70x45 Purlins@ 900crs

17.5° pitch

Selected roofingunderlay

Dek=te flashingdiagonal to run

Selected longruncorrugated roofing

Malleable flange, rivet fixed& sealed to roofing profile

Note:Refer to manufacturerstechnical guide for fullinstalla=on details

5

5mm min.

106

5mm min.

35min cover

10

5mm min.

10

5mm min.

10

5

20

Suitable SillMembrane

Con=nuoussupport bar

Air seal withbacking rod

min

20mm Ven=lated Cavity

Approved tape overCavity Closer

Seal between head flashing &cladding approx 50mm fromeach end

Bevel-Back Weatherboards

Water resistant air seal to perimeter of trim cavity

Plywood Rigid Air Barrier

Head seal between headflashing & joinery

Door Sill Detail

Air seal withbacking rod

Head Detail



Timber scriber to suitweatherboard profile andsealed to weatherboards

20mm Ven=lated Cavity

Water resistant air seal to perimeter of trim cavity



Jamb DetailSill Detail

Sealant

gap

cove

r

Joinery support bar

cove

r

gap

Line of head flashing over -to extend 20mm pastscriber

Flexibleflashing taperound en=reperimeter ofwindow



D05 Ridge Detail 1:10 D06 Roof Penetrations 1:10

D07 Joinery Details 1:5

15/04 BCa - Jamb detail updated

BCa



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Lim

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d.

GENERAL NOTES

REVISION:SCALE:

DRAWN:

DATE:

DESIGN: SHEET NO:

Details

REVISION DETAILS

@ A3 =

R. Fuchs

23/05/16A03

R. Hale


Building Consent



1:5

35

mm

Flashing 15° min slope

Selected Timber W/B

Flashing tape over flashing

H3.1 treated =mber cant strip

Metal meter box Metal angle sealed andriveted to box

Airseal around allsides of meter box

Flexible flashing

applied to en=re

opening

Nog as required

Rigid air barrier

Line of scriber beyond Timber cavity baJen

Con=nuous

sealant to metal

angle

Metal meter box

Metal angle to be sealed

and riveted in place.

Flexible flashing tape

around en=re

opening


Con=nue building

underlay around framing

Rigid air barrier

Selected =mberWeatherboard

Selected =mberWeatherboard

Timber cavity baJen

Scriber

Line of head flashing

Seal against the meter box

Metal meter box

Metal angle to be

sealed and rivet in

place.

Rigid air barrier


Flexible flashing tape

around en=re

opening

5m

mm

in15

mm

10

mm

co

ve

r

Site cut edges to be

primed prior to installation

10

mm

min

lap

ov

er

me

ter

fla

ng

e

Meter Box Head Detail Meter Box Sill Detail Meter Box Jamb Detail

Shower trayNTS

Note:Where impact noise from pipesis an issue, fix all pipes onresilient brackets.

Acrylic shower pipepenetrationNTS

Acrylic shower liner sealat topNTS

Tile to vanityNTS

Tap body

Water resistant wall

lining

Shower acrylic wall

lining

Sealant

Moulded plas=c

shower tray

Close off wall lining

Pack out or rebate wall

framing


lining

Sealant to edge and

behind liner

Shower acrylic wall

lining


lining

Shower acrylic wall

lining

Sealant all around


lining

Sealant

Sealant

Vanity

Impervious lining

Sid

es

& u

ps

tan

d

D08 Meter Box Details 1:5

D09 Wet Area Details 1:5



do not scale from drawings all student house build,certificate in … · 2018-01-30 · 100 upvc /...

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