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Lim
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Title Sheet
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16L00
R. Hale
Insight Job Ref # 130502
Student House Build,Certificate in Carpentry
Building Consent
Toi Ohomai Institute of Technology
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
19/04/16
19/04/16
19/04/16
19/04/16
19/04/16
19/04/16
19/04/16
19/04/16
19/04/16
19/04/16
19/04/16Rev A
Rev A 19/04/16
(Reversed Plan)
(Reversed Plan)
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
19/04/16L01
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.
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)
(Reversed Plan)
15/04 BCa - 1B revised
BCa
Student House Build, Certificate in Carpentry
Toi Ohomai Institute of Technology
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Plumbing & Drainage & Roof Plans
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16L02
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.
1:100, 1:66.67
whb
whb
sinktubwc
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
ijij
ij
ij
Gas infinitysystem
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 :7
0
70
45
0
70
45
0
17.5° fall 17.5° fall
17
.5°
fall
17
.5°
fall
Coloursteel Endura 'corrugate' roof cladding on roofingunderlay and galv wire mesh on 70x45 purlins @ 900 crson on H1.2BT =mber Trusses @ 900crs
1/4 round coloursteel guJer on paintfinished 180 x 29mm =mber fascia board
80Ø DP
80Ø DP 80Ø DP
80Ø DP
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
Plumbing & Drainage Plan Scale @ A3 - 1:100
Roof Plan Scale @ A3 - 1:100
(Reversed Plan)
15/04 BCa - Roof Bracing
BCa
Student House Build, Certificate in Carpentry
Toi Ohomai Institute of Technology
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Foundation Plan
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16L03
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.
1:50, 1:100
N
6,8
00
38
0
38
06
,80
03
80
7,1
80
16,000
63
3,3
27
3,3
48
63
631,017
1,658 1,650 1,650 1,650 1,650 1,650 1,650 1,650 1,650 63
3,4009,0003,600
7,2004,8004,000
D01A01
1A
1B
1B
Overall
Ext
en
ts
Extents
Ove
rall
Ext
en
ts
C
Extents
190x45 SG8H1.2BT joists@ 450 crs
2/190x45 SG8H3.1BT bearers
Pile
s
Solid noggingmidspan
A
A
A
A
A A
AA
A
A A
2/90x45 infuture pileposi=ons
2000mm plywoodsheet brace tocorners
90x45 SG8 =mber framed subfloor jack framewith 2/90x45 in future pile posi=ons, 70x35Flitch plate connec=ng bearer to jack framingfixed with 4/100x3.75mm nails to both sides
C C C C C C C C C C CPiles
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.
(Reversed Plan)
15/04 BCa - 1B revised
BCa
Student House Build, Certificate in Carpentry
Toi Ohomai Institute of Technology
*a
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Floor Dimension Plan
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16L04
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.
1:100
1,8
00
x 6
00
1,8
00
x 1
,20
0
2,760 x 2,000
80
0
80
01,260 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 1,200600 x 800
2,200 x 2,000
2/700
1,200 x 1,0001,200 x 1,000600 x 1,000 1,460 x 2,000
81
0
NA
BC
D
903,310903,7101,920901,0101,91090
907,110
90
1,2209061090
1,01090
2,610902,81090
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
907,1102,910901,010520903,91090
901,41090
1,010901,4109052090
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
907101,800800908101,2001,700
90
90
1,460370
90
205600
205
90
355
1,200355
903,51090
901,3302,7601,6601,260100 90
7101,800400
90145600875
90
9002,20081090
90
81
01
,80
06
60
9073
01
,80
07
30
90
70
45
0
90
90
90
1,8
90
90
15
0
100
70
4503,4009,0003,600450
16,900
16,450
45
0
38
06
,80
03
80
7,5
60
38
06
,80
03
80
SAL08
SAL08
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
nwm/dry
bed 3
ens.
wc
Overall
Extents
sink
tubwc
shr wh
bshr
wc whb
bath
kitchen
dining
laundrywcbath
bathbed. 3
Ove
rall
Ext
en
ts
livin
g /
din
ing
kitc
he
nlau
nd
ryb
ed
. 2
wr
wr
wr
livingbed. 2shrwrbed. 1
wrstore
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
2/6603
/51
0
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
(Reversed Plan)
Student House Build, Certificate in Carpentry
Toi Ohomai Institute of Technology
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Framing Plan
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16L05
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.
1:100, 1:50
N
NP O M
AB
C
70
7,2453,0555,700
3,4
30
3,3
70
70
45
0
70
4503,4009,0003,600450
16,900
16,450
7,2004,8004,000
45
0
7,5
60
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
FEF
150x90 hy90 - H
FE
Approved 90 x 45 Timber trusses @ 900crsmax. to manufacturers specifica=ons in
accordance with NZS 3603.
ceiling diaphragm to living,dining & kitchen area, installedas 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 -0.8m EPG -0.7mEPG -1.2mEPG -0.8m
GS2-N -1.4mGS2-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
GS
1-N
-0
.6m
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 InformationWind Zone:EQ. Zone:Corrosion zone:Climate Zone: 2
Zone C
2
Very High
(Reversed Plan)
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GENERAL NOTES
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DRAWN:
DATE:
DESIGN: SHEET NO:
Lintel Fixings
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16L06
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.
Mitek Lintel Fixing Details Scale @ A3 - 1:0.92
(Reversed Plan)
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Elevations
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16L07
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.
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
2,0
00
2,0
00
1,4
00
60
0
2B
4B
hh
sh
sh
A
3A
4A
FFL 0.000
2A
80
01
,20
0
2,0
00
hh
shA
17.5° pitch
FFL 0.000
2A3A
2B
4A
4B8
00
1,2
00
80
01
,20
0
2,0
00
1,2
00
80
0
2A
3B2B
4A
4B
3A
hhhh
shsh
s
shA B
hh
17.5° pitch
2,0
00
FFL 0.000
2,0
00
1,0
00
1,0
00
80
01
,20
0
2A
3A 2B
4A
4B
hh
shsh
s
sh
A B FFL 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
(Reversed Plan)
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Section A
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16L08
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.
1:50
2,4
55
2,1
65
17.5°
2A
3C
Temporary jack pile
1B
1C
5C
5A
4B
6A
6B
6C
living kitchen
u/s
of
tru
ss
4A
D04A01
D03A01
D05A02
D01A01
FFL: 0.000
2B
1A
Section A Scale @ A3 - 1:50
1:50
(Reversed Plan)
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Details
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16A01
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.
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
(Reversed Plan)
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Details
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16A02
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.
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
5m
m m
in.
10
6
5m
m m
in.
35
min
co
ve
r
10
5m
m m
in.
10
5m
m m
in.
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
Bevel-Back Weatherboards
Plywood Rigid Air Barrier
Timber scriber to suitweatherboard profile andsealed to weatherboards
20mm Ven=lated Cavity
Water resistant air seal to perimeter of trim cavity
Bevel-Back Weatherboards
Plywood Rigid Air Barrier
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
Flexibleflashing taperound en=reperimeter ofwindow
Flexibleflashing taperound en=reperimeter ofwindow
D05 Ridge Detail 1:10 D06 Roof Penetrations 1:10
D07 Joinery Details 1:5
(Reversed Plan)
15/04 BCa - Jamb detail updated
BCa
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GENERAL NOTES
REVISION:SCALE:
DRAWN:
DATE:
DESIGN: SHEET NO:
Details
REVISION DETAILS
@ A3 =
R. Fuchs
19/04/16A03
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.
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
Airseal around allsides of meter box
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
Airseal around allsides of meter box
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
Water resistant wall
lining
Sealant to edge and
behind liner
Shower acrylic wall
lining
Water resistant wall
lining
Shower acrylic wall
lining
Sealant all around
Water resistant wall
lining
Sealant
Sealant
Vanity
Impervious lining
Sid
es
& u
ps
tan
d
D08 Meter Box Details 1:5
D09 Wet Area Details 1:5
(Reversed Plan)
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