GJ Gardner - Henderson House - Plan Book · 34.6% Good Ground; Geotechnical Report by GDC Ref:319 Zone 1 Medium Zone 1 Zone 1 Low A1 Self Contained Dwelling 1.5kPa 4.8m PLUMBING NOTES:

W-14

W-13

W-0

9

W-1

1

W-1

2

W-0

8

W-1

0

W-05

W-0

01

W-0

4

W-0

2

W-0

3

D-06

D-0

7

J01F

HB

01

HB01

TG01

J01A

J01B

J01

J02E

J02

J03C

R01

J03

J01C

J02A

J02B

J03B

R01A

J03A

J01F

HB01

HB

01

TG01A

J01B

J01A

J01D

J02A

J02C

J03B

R01A

J03A

J01E

J02E

J02D

J03C

R01

J03

T01

7900

7900

16700

16700

G J G

AR

DN

ER

- PA

UL &

CA

RE

N H

EN

DE

RS

ON

122 SE

A B

RE

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12-42091

PLACEMAKERS�FRAM

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ES/WHITIAN

GA

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C=

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m=

SING

LE MU

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C=

PAIR O

F CT200'Sm

=PA

IR OF M

ULTIG

RIPS

C=

2 PAIRS O

F CT200'SX

=PA

IR OF CPC40'S

O=

90x47 JOIST H

AN

GER

X=

PAIR O

F CPC80'S

O=

120x47 JOIST H

AN

GER

X=

PAIR O

F CPC80'S & CT200'S

O=

190x47 JOIST H

AN

GER

N=

200mm

x 1mm

NA

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PLATE

D=

165x95 JOIST H

AN

GER

N=

320mm

x 1mm

NA

ILON

PLATE

ALL TRU

SSES TO H

AV

E A PA

IR OF Z N

AILS FRO

M TRU

SS TO

TOP PLA

TE UN

LESS OTH

ERWISE SPECIFIED

. ALL U

NSPECIFIED

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GS K

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TRUSS TO

TRUSS FIX

ING

S REQU

IRE FOU

R 90mm

NA

ILS.

C

C

C

C

OO

O

O

O

O

OO

OO

OO

O

O

O

OO

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CT400'S

1890x47 JO

IST HA

NG

ERS320 x 1m

m N

AILO

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TES

4PA

IRS OF CT200'S

120x47 JOIST H

AN

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MU

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PAIRS O

F CPC40'S190x47 JO

IST HA

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ERS64

PAIRS O

F Z NA

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PAIRS O

F CPC80'S165x95 JO

IST HA

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ILS

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GS Q

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NTITIES

1000

1000

1500

5480

2460

4500

1050

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Sta

ndin

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NO

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tach

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ew B

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Not

par

t of t

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cont

ract

Soffi

t Lin

e

Handrail to Steps

W-0

4ar

ea 1

29m

2

1 A

ug

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01

1

DE

PA

RT

ME

NT

OF

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I LD

I NG

AN

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SI N

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n E

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oped

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ds r

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peci

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ly d

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kick

-out

flash

ings

at

bott

om e

dges

of

head

fla

shin

gs.

Whe

re w

idth

out

lined

in P

arag

raph

9.1

.10.

1 ar

e be

yond

the

limits

for

sill

and

hea

d tr

imm

er f

ram

ing

in N

ZS 3

604

spec

ific

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neer

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desi

gn o

f th

e fr

amin

g is

req

uire

d.

Cer

tain

alu

min

ium

join

ery

sect

ions

and

inst

alla

tion

requ

irem

ents

may

not

be

able

to

mee

t th

e de

tails

of

this

Acc

epta

ble

Solu

tion,

esp

ecia

lly in

reg

ard

to w

indo

w

faci

ng c

over

, sill

sup

port

, win

dow

fix

ing,

and

sill

fla

shin

g

requ

irem

ents

. The

win

dow

det

ails

in t

hese

cas

es r

equi

re

spec

ific

desi

gn.

9.1.

10.2

Tre

atm

ent

of o

peni

ng

a) T

reat

men

t of

the

win

dow

ope

ning

s fo

r

dire

ct f

ixed

wal

l cla

ddin

gs s

hall

be a

s sh

own

in F

igur

e 72

A.

b) F

or d

irect

fix

ed c

ladd

ings

, win

dow

s an

d

door

s sh

all h

ave

a 5

mm

sta

nd-o

ff o

f

the

flang

e to

the

cla

ddin

g to

allo

w f

or a

ir

intr

usio

n to

the

trim

cav

ity f

or p

ress

ure

equa

lisat

ion.

Not

e th

at t

his

gap

is s

eale

d

or t

rimm

ed d

own

the

jam

bs, b

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ft o

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ll.c)

Win

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s fo

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all c

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ings

ove

r

drai

ned

cavi

ties

shal

l be

as s

how

n in

Fig

ure

72B

. Not

e th

ere

shal

l be

no s

ill f

lash

ing.

d) F

or c

avity

fix

ed c

ladd

ings

, win

dow

s an

d

door

s sh

all f

inis

h ag

ains

t th

e cl

addi

ng,

exce

pt f

or f

lat

fibre

cem

ent

and

ply

clad

ding

s th

at r

equi

re a

5 m

m s

tand

-off

to

allo

w f

or s

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nt w

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er s

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bet

wee

n

faci

ngs

and

clad

ding

– e

g, F

igur

e 11

6.

e) M

ater

ials

for

fla

shin

gs s

hall

be s

elec

ted

from

Par

agra

ph 4

.0, T

able

7, a

nd T

able

20.

9.1.

10.3

Win

dow

and

doo

r he

ads

Win

dow

s an

d do

ors

shal

l inc

lude

hea

d

flash

ings

, fin

ishe

d to

the

wal

l und

erla

y as

show

n in

Fig

ure

71, b

y ei

ther

usi

ng f

lexi

ble

flash

ing

tape

, or

lapp

ing

an a

dditi

onal

laye

r of

wal

l und

erla

y ov

er t

he u

psta

nd. T

he a

dditi

onal

wal

l und

erla

y sh

all e

xten

d to

the

top

of

the

wal

l, or

to

the

near

est

lap

abov

e, a

nd b

e

lapp

ed u

nder

the

top

laye

r.

Gen

eral

sea

ling

of h

ead

flash

ing

Para

grap

hs 9

.1.7

, 9.1

.10.

3 an

d 9.

1.10

.4

Figu

re 7

1:

Am

end

5 A

ug 2

011

Am

end

5A

ug 2

011

Am

end

5A

ug 2

011

Existing Garage

Existing TimberDeck

Existing Concrete Pad

G.T

.G

.T.T.

V.

G.T

.

D.P.

D.P.

Stormwater Discharged to R.O.W.

G.J. Gardner. HOMES

COPYRIGHT: This drawing remains the property of G.J. Gardner homes and isprovided for the use as described and may not be used or reproduced in whole orin part without written permission.

Propose New Home forPAUL & CAREN HENDERSON

LOT 25 DP 429036122 Sea Breeze LaneWhangamata

SCALE 1:200DRAWN RSSDATE 12/12

Job No

page 001

SITE PLAN

HOMES30

.98

28.9

7

12.00

18.00

6.30

6m P

rivac

y C

ircle

Existing Sewer Line and Site Connection

New Sewer Line

NoteBuilding Contractor to establish Boundary Line and ensure offset fromBoundary

Mains Water Connection

Power Telephone

R.O.W.to Sea Breeze LaneExterior H/C Shower

Existing Concrete PadBuilders to Site House Foundations Alongside

GENERAL NOTESSCOPE OF WORK:The work comprises the Project as outlinedon these drawings and described in theaccompanying specification.CONTRACT DOCUMENTS:The contract documents comprise theseDrawings and the accompanyingSpecification.DIMENSIONS AND LEVELS:All dimensions and levels are believed to bereasonably accurate. Any discrepancies areto be reported to the Owner (or theirappointed representative) so that his decisionmay be obtained before proceeding further.SITING OF BUILDING WORK:All Boundary pegs and services are to belocated before construction workcommences.N.Z. STANDARD SPECIFICATION:The NZ Building (Forms) Regulations 2004(and amendments), The NZ Building Code andNZS 3604:2011NZS 4229:1999 amendment No.1NZS 4218:2004 (Sept 2008 R values)Timber Framed Buildings shall be followed to thefull extent applicable consistent with theintent of the contract.NZBC Clauses:B1 StructureB2 DurabilityE1 Surface waterE2 External moistureE3 Internal moistureG1-G15 Services & FacilitiesH1 2007 Energy efficiency

DOCUMENTS ONSITESNZ HB 3604:2011GIB® EzyBraceTM FP June 2011GIB® Aqualine Wet Area Systems Mar 2007Gib Site Guide Jan 2010Linea Weatherboard Technical Specification - January 2012

CONTRACTORS NOTES1. Do not scale from drawing. Used figred dimension only. Check all dimensions on site before any manufacture or construction.2. No change to the design or substitution to any of the products or details without the designer's approval in writing, should the suppliers, contractors, builders, owners or any other party change the design and detail or product specified without the designer's approval in writing, shall be vested in the person who made the change.3.Should any discrepancies between drawings or specification be found the designer shall be contacted immediately for clarification before proceeding with the works.4.All levels and dimensions to be verified on site by contractors before commencement of the works.5.Safe site and OSH practicies to be maintained throughout period of consruction. Danger signs and adequate barriers in place.

SITE INFORMATION

Site AreaHouse Area Roof AreaPorchExisting GarageSite Cover

Site DataExposure ZoneWind ZoneEarthquake ZoneClimate ZoneFlood HazardBuilding DataLive Floor loadsBuilding Height

552m2

121.8m2

162.9m2

3.1m2

49.5m34.6%

Good Ground; Geotechnical Report by GDC Ref:319Zone 1MediumZone 1Zone 1LowA1 Self Contained Dwelling1.5kPa4.8m

PLUMBING NOTES:All Plumbing and Drainage Work to Completed byRegistered Plumbers and Drainlayers for ComplianceBuilding Code ClausesG12 - Water SupplyG13 - Foul WaterCompliance UsingG12 AS1G13 AS1, AS/NZS 3500.540mm Wastewater Drains to Discharge to Gully Traps min fal 1:4065mm Wastewater Drains to Discharge Direct to Main Drains min fall 1:40WC Drains to be 100mm with 1:60 fallVents 80mmAll Drain Lengths over 10m to have 50mm VentsRelief Gully Vent to have Water Tap Situated Above Stormwater Downpipes fixed 300mm from extenal corners of buildingInground Stormwater Pipe 100mm uPVC min fall 1:60

170991

CONTENTS

001 SITE PLAN002 ELEVATIONS003 FLOOR PLAN004 FOUNDATION PLAN005 TRUSS PLAN 006 LINTEL PLAN007 BRACING008 CROSS SECTION009 CONSTRUCTION DETAILS010 LINEA DETAILS011 LINEA DETAILS012 WINDOW DETAILS013 PANEL FIXING014 BRACING DEMAND015 BRACING VALUES

2500

450

500

1500

Eas

t Bou

ndar

y Li

ne

500

EAST ELEVATION

SOUTH ELEVATION

NORTH ELEVATION

WEST ELEVATION

Monier Horizon Flat Concrete Tile RoofColorsteel Metal FasciaColorsteel External Gutter80mm pvc DownpipesHardies Linea Weatherboard CladdingDouble Glazed Powder Coat Aluninium Doors and WindowsMain Entry Plantation Fibreglass DoorSeries 200 Concrete Block FoundationEntry Deck Main Deck by Others

G.J. Gardner. HOMES


Proposed New Home forPAUL & CAREN HENDERSON



Job No

page 002ELEVATIONS

F.F.L.

F.F.L.

Existing Concrete PadBuilders to Site House Foundations Alongside

External H/C ShowerDischarge to Concrete Pad

EXTERNAL MOISTURE E2 RISK MATRIXWEATHERTIGHT RISK ASSESMENT

HENDERSON HOUSELot 25. DP 122 Sea Breeze Lane, Whangamata

Aspect ALLRisk Factor LOW MEDIUM HIGH V. HIGH sub TotalWind Zone medium 0 0 1 2 0Number of Stories one 0 1 2 4 0Roof/Wall Intersection Design none 0 1 3 4 0Eaves Width 600 0 1 2 5 1Envelope Complexity simple 0 1 3 6 0Deck Design not attached 0 2 4 6 0Total Risk Score 1SUBMIT Scyon Linea 180 Weatherboard DIRECT FIXED TO FRAME

HOMES

Entry

170991

W-1

4W

-13

W-09W-11W-12 W-08W-10

W-0

5

W-001

W-04W-02 W-03

D-0

6

D-07

16700

6645

90

1200

90

2875

90

3890 1550

9090

7900

2020

90

1900

3620

2910

90

1100

1210

90

2410

9090

90

7410

90

3420

90

2000

90

3420

90 90700

90

1542

90

2120

90

700

90

1100

90

600

3020

9090

90

760

Cav

. Sld

er76

0

2/610 760 760

760 760

760

760

90

690

650x650Fridge72

560

0

600KITCHENDINING

LIVING BED 3

UTILITY

HWC STORE

BATHROM BED 2

BED 1

LAU

ND

RY

ENSUITE

W/ROBE

W/R

OBE

PAN

TRY

WINDOW SCHEDULEW-OO1 45000x2130 2 Panel R/Slider StackerW-002 2000x1300 1 Awning, 1 FixedW-003 760x800 AwningW-004 2000x1300 1 Awning, 1 FixedW-005 2000x400 2x AwningD-006 800x2130 Inward Opening Entry DoorD-007 800x2130 Inward Opening Entry DoorW-008 900x1200 AwningW-009 2000x1300 1 Awning, 1 FixedW-010 1600x1100 1 Awning, 1 FixedW-011 1000x400 AwningW-012 1000x400 AwningW-013 2000x1300 1 Awning, 1 FixedW-014 2400x2130 Ranchslider

WALK-INW/ROBE

G.J. Gardner. HOMES





Job No

page 003FLOOR PLAN

1mx1m Athena Seville Shower with Scopedor Safety glass doorEnglefield Sorrento II 1675mm BathSt.Micheal 900mm Riva VanityVenecia WC

1mx1m Athena Seville Shower with Scopedor Safety glass doorSt.Micheal 900mm Riva Vanity

Venecia WC

Kitchen Window Sill Height to be determined onsite, aligned with final Rangehood level

Selected Timber Deck

Timber Slab StepsTimber Handrail

PORCH

Soffit Line

CIRCULATION

Exterior H/C Shower

HOMES

Smoke Alarm

Hot Water Cylinder180ltr Storage Heater with Seismic ConstraintFixed 100mm from top and bottom with 6kN Straps with 8mm Coach Screws with 30x2mm Washer.Refer Figure 14 Clause G12 Water Supply - Third EditionSeismic Restraint NZS1170.5.2004Standard HWC Mains Pressure Valve Pack with standardFit Temporing Valve and Cold Water Expansion Valve to Existing Clinder20mm Copper Pipe FittingsRefer Figure 8 Clause G12 Water Supply - Third Edition70mm Edged Galvanised Leak tray Below Cylinder

Wet AreasGib Aqua LiningsRefer GIB® Aqualine Wet Area Systems Mar 2007

170991

area 129m2

7900

2200

1900

3800

16700

1600

18474

300

200

500

50

100

60

665 meshdamp proof membrane

2/D12 bars with R6 ties at 600 crs300x200 17.5 mpa concrete

D12 bar

sand blinding

conc. slab

D12 @ 600 crs bent to give 600 lap with mesh

Weatherboard Lap

Natural Ground Level

Compacted Fill <70->300mm

Selected Aluninium Joinery

90x35 Premium Decking

190x45 H3.2 Joists @600crs

190x45 H3.2 Ribbon Board

M12 Masonry Anchor

Malthoid

Series 190 Block

G.J. Gardner. HOMES




SCALE 1:20,1:100DRAWN RSSDATE 12/12

Job No

page 004FOUNDATIONS

HOMES

300 Strip Footing

Shrinkage Control Joints25x5 Cuts to ConcreteNZS 3604:2011 Clause 7.5.8.6

Supplementry Reinforcing2/D10, 1.2m Long

100mm 20mpa Concrete Floor668 MeshDCMSand BlindingCompacted Fill <70->300mmGood Ground

170991

FOOTING DETAIL

DECK FIXING DETAIL

FOUNDATION PLAN

J01F

HB01

HB01

TG

01

J01A

J01B

J01

J02E

J02

J03C

R01

J03

J01C

J02A

J02B

J03B

R01A

J03A

J01F

HB01

HB01

TG

01A

J01B

J01A

J01D

J02A

J02C

J03B

R01A

J03A

J01E

J02E

J02D

J03C

R01

J03

T01

7900

7900

16700

16700

G J GARDNER - PAUL & CAREN HENDERSON122 SEA BREEZE LANE - WHANGAMATAJOB NO 12-42091 PLACEMAKERS�FRAME�AND�TRUSS�THAMES/WHITIANGA

29�MOEWAI�ROAD��WHITIANGA��PHONE�(07)�867�2090

C = CT400 m = SINGLE MULTIGRIPC = PAIR OF CT200'S m = PAIR OF MULTIGRIPSC = 2 PAIRS OF CT200'S X = PAIR OF CPC40'SO = 90x47 JOIST HANGER X = PAIR OF CPC80'SO = 120x47 JOIST HANGER X = PAIR OF CPC80'S & CT200'SO = 190x47 JOIST HANGER N = 200mm x 1mm NAILON PLATED = 165x95 JOIST HANGER N = 320mm x 1mm NAILON PLATE

ALL TRUSSES TO HAVE A PAIR OF Z NAILS FROM TRUSS TOTOP PLATE UNLESS OTHERWISE SPECIFIED. ALL UNSPECIFIED

FIXINGS KEY

TRUSS TO TRUSS FIXINGS REQUIRE FOUR 90mm NAILS.

C C

CC

O O O

O

O

O

OOO

OOO

O

O

O

O O O

CT400'S 18 90x47 JOIST HANGERS 320 x 1mm NAILON PLATES4 PAIRS OF CT200'S 120x47 JOIST HANGERS MULTIGRIPS

PAIRS OF CPC40'S 190x47 JOIST HANGERS 64 PAIRS OF Z NAILSPAIRS OF CPC80'S 165x95 JOIST HANGERS 2 BAGS OF PRODUCT NAILS

FIXINGS QUANTITIES

ALL TRUSSES TO HAVE A PAIR OF Z NAILS FROM TRUSS TOTOP PLATE UNLESS OTHERWISE SPECIFIED. ALL UNSPECIFIEDTRUSS TO TRUSS FIXINGS REQUIRE FOUR 90mm NAILS.

G.J. Gardner. HOMES




SCALE DRAWN RSSDATE 12/12

Job No

page 005ROOFTRUSSES

HOMES

Note2/CT200

All Other Truss Fixing2/'Z' nails

170991

G J GARDNER - PAUL & CAREN HENDERSON122 SEA BREEZE LANE - WHANGAMATAJOB NO 12-42091

2/29

0x45

2145x45151/295x85

295x85 HYNE 17C AS LINTEL

1315x20152/190x45

815x7752/140x45

1315x20152/240x45

415x

2015

2/19

0x45

2145

x900

2/1 4

0x45

2145x9002/140x45

1215x9152/140x45

1315x20152/240x45

1115x16152/190x45

415x10152/140x45

415x10152/140x45

1315

x 201

52 /

190x

4520

15x 2

415

2 /24

0x45

LINTEL AND BEAM PLAN

ALL LINTELS ON THIS LAYOUT ARE MSG8 GRADEAND SELECTED FROM THE MITEK GANGLAM MANUAL OR HYNE BEAMS WHICH ARE DESIGNEDWITH DESIGN IN HYNE V4 SOFTWARE OR HYSPANSWHICH ARE DESIGNED WITH DESIGN IT SOFTWAREUNLESS SPECIFIED OTHERWISE.

SOME INTERNAL WALLS SHOWN FOR THEPURPOSE OF WINDOW LOCATIONS ONLY.

PLACEMAKERS�FRAME�AND�TRUSS�THAMES/WHITIANGA29�MOEWAI�ROAD��WHITIANGA��PHONE�(07)�867�2090

Lintel Fixing 7.5kN All other Lintels 3/90x3.15 end nailed

G.J. Gardner. HOMES





Job No

page 006

LINTEL PLAN

HOMES 170991

LINTEL PLAN

W-1

4W

-13

W-09W-11W-12 W-08W-10

W-0

5

W-001

W-04W-02 W-03

D-0

6

D-07

GS1-N 3000

GS

1-N

360

0

GS1-N 1600 GS1-N 900

GS1-N 2400

GS

1-N

360

0

GS

1-N

900

GS

1-N

200

0

GS

1-N

160

0

INTERNAL WALL BRACING LINESIn accordance with the requirements of NZS 3604:2011 forinternal wall plate fixing or 75 x 3.8mm shot fired fastenerswith 16mm discs spaced at 150mm and 300mm from endstuds and 600mm centres thereafter.

EXTERNAL WALL BRACING LINESIn accordance with the requirements of NZS 3604 forexternal plate fixing.

M12 Masonry Anchor or Bent Bolt 150mm from Ends andat 900mm crs. 50x50 Washers

a

b

c

m n o p

Lintel Fixing see page 006

G.J. Gardner. HOMES





Job No

page 007BRACING

HOMES

Lintel Sizessee page 006

170991

2420

2130

600

100mm 20mpa Concrete Floor668 MeshDCMSand BlindingCompacted Fill <70->300mmGood Ground

Truss Frame Roof

Trusses @900crssee page 005 for details and wall to truss fixings

2/'z' nails to truss endCT200's to lines TGO1A

Porch

Deck Fixing see page 004 for Details

35mm Rondo Ceiling Battens

13mm Gib

90x45 H1.2 SG 8 Wall Framing

90x45 H3.2 Bottom Plates

10mm Gib to walls10mm Gib Aqua to wet areas

NZBC CLAUSE H1 ENERGY EFFICIENCY

Ceiling Insulation Value R3.2Wall Insulation Value R2.2

Note;Roof Insulation is installed over wall frameensure a 25mm air is formed betweenroof underlay and insulation material.

500

250Soffit see page 009 for details

Footingssee page 004 for details

Linea Sill and Jambsee page 010 for details

Series 190Block Foundation

Monier - Horizon FlatConcrete Tile Roofing fixed to;

50x50 Battens over

Heavy Weight Building Paper

Colorsteel Metal Fascia Colorsteel External Gutter

90x45 H1.2 SG 8 Ceiling Frame @600crs

Selected Hardies Soffit lining

180 Scyon Linea WeatherboardsDirect Fixed overLight Weight Building Wrap

90x35 H3.2 Decking

190x45 H3.2 Deck Frame @600crs

M12 Masonry Anchor50x50 Washer

Selected Aluminium Joinery

Lint

el H

eigh

t

G.J. Gardner. HOMES





Job No

page 008

TYPICALCROSS SECTION

HOMES 170991

50 Min. Overhang

600

1 A u g u s t 2 0 1 1 D E PA R T M E N T O F B U I L D I N G A N D H O U S I N G66

E X T E R N A L M O I S T U R E Acceptable Solution E2/AS1

Figure 28:

Roof/wall ridge for masonry tile Paragraph 8.2.6

Figure 27:

Valley for masonry tile Paragraphs 8.2.6 and 8.1.6.2

8.2.7 Penetrations

Penetrations shall be flashed as shown in Figure 29 to Figure 31.

Holes in tiles for pipe penetrations shall be machine-cut to minimise the size of the hole.

Figure 29:

Pipe penetration for masonry tile Paragraph 8.2.7

Amend 2 Jul 2005

Amend 2 Jul 2005

Amend 2 Jul 2005

Amend 5 Aug 2011

Amend 5 Aug 2011

Amend 5 Aug 2011

Amend 5 Aug 2011

G.J. Gardner. HOMES




SCALE 1:2, 1:10DRAWN RSSDATE 12/12

Job No

page 009

CONSTRUCTIONDETAILS

HOMES

Monier - Horizon FlatConcrete Tile Roofing fixed to;

50x50 Battens over

Heavy Weight Building Paper Paper Lapped over Fascia

Colorsteel Metal Fascia Colorsteel External Gutter

90x45 H1.2 SG 8 Soffit Frame

Selected Hardies Soffit liningSee page 012 for Weatherboard to Soffit joint details

Rondo Batten @600crs

13mm Ceiling Gib

Double Top Plate to Frame

Truss Frame

Nail Plate to Truss

1 A u g u s t 2 0 1 1 D E PA R T M E N T O F B U I L D I N G A N D H O U S I N G104

E X T E R N A L M O I S T U R E Acceptable Solution E2/AS1

COMMENT:

Sloped heads require specifically designed kick-out flashings at bottom edges of head flashings.

Where width outlined in Paragraph 9.1.10.1 are beyond the limits for sill and head trimmer framing in NZS 3604 specific engineering design of the framing is required.

Certain aluminium joinery sections and installation requirements may not be able to meet the details of this Acceptable Solution, especially in regard to window facing cover, sill support, window fixing, and sill flashing requirements. The window details in these cases require specific design.

9.1.10.2 Treatment of opening

a) Treatment of the window openings for direct fixed wall claddings shall be as shown in Figure 72A.

b) For direct fixed claddings, windows and doors shall have a 5 mm stand-off of the flange to the cladding to allow for air intrusion to the trim cavity for pressure equalisation. Note that this gap is sealed or trimmed down the jambs, but left open along the sill.

c) Window openings for wall claddings over drained cavities shall be as shown in Figure 72B. Note there shall be no sill flashing.

d) For cavity fixed claddings, windows and doors shall finish against the cladding, except for flat fibre cement and ply claddings that require a 5 mm stand-off to allow for sealant weather seals between facings and cladding – eg, Figure 116.

e) Materials for flashings shall be selected from Paragraph 4.0, Table 7, and Table 20.

9.1.10.3 Window and door heads

Windows and doors shall include head flashings, finished to the wall underlay as shown in Figure 71, by either using flexible flashing tape, or lapping an additional layer of wall underlay over the upstand. The additional wall underlay shall extend to the top of the wall, or to the nearest lap above, and be lapped under the top layer.

General sealing of head flashing Paragraphs 9.1.7, 9.1.10.3 and 9.1.10.4

Figure 71:

Amend 5 Aug 2011

Amend 5Aug 2011

Amend 5Aug 2011

2/'z' nails to TrussSOFFIT DETAIL

170991

G.J. Gardner. HOMES





Job No

page 010WEATHERBOARDDETAILS

HOMES

METER BOX HEADMETER BOX JAMB

METER BOX SILLPIPE PENETRATION EXTERNAL MITRE CORNER

INTERNAL CORNER

170991

G.J. Gardner. HOMES





Job No

page 012

WINDOWDETAILS

HOMES

Soffit Frame

Lintel

10mm Gib

Selected Aluminium JoineryFitted to Soffit Lining

WindowFacing

Joinery Reveal

4.5mm Soffit

Packing Block

WINDOW JAMB

WINDOW HEAD

WINDOW SILL

170991

Sealant

Building Wrap

GIB ezyBrace® Systems

JUNe 2011

23FOR FURTHER INFORMATION VISIT WWW.GIB.CO.NZ OR PHONE THE GIB® INFORMATION HELPLINE 0800 100 442

Con

stru

ctio

n

GIB EzyBrace® System Specification – GS1-N

Specification Code

Minimum Length (m)

Lining requirement

GS1-N 0.4 Any 10mm or 13mm GIB® Standard Plasterboard to one side only

WALL FrAMInGWall framing to comply with;• NZBC B1 - Structure; AS1 Clause 3 Timber (NZS

3604:2011)• NZBC B2 - Durability AS1 Clause 3.2 Timber (NZS 3602)Framing dimensions and height as determined by NZS 3604 stud and top plate tables for load bearing and non-bearing walls. The use of kiln dried stress graded timber is recommended.

BOttOM PLAtE FIXInG

timber FloorPairs of hand driven 100 x 3.75mm nails at 600mm centres; orThree power driven 90 x 3.15 nails at 600mm centres.

Concrete floor

INTERNAL WALL BRACING LINESIn accordance with the requirements of NZS 3604:2011 for internal wall plate fixing or 75 x 3.8mm shot fired fasteners with 16mm discs spaced at 150mm and 300mm from end studs and 600mm centres thereafter.

EXTERNAL WALL BRACING LINESIn accordance with the requirements of NZS 3604 for external plate fixing.

WALL LInInGAny 10mm or 13mm GIB® Plasterboard lining.Sheets can be fixed vertically or horizontally.Sheet joints shall be touch fitted.Use full length sheets where possible.

PErMIttEd SUBStItUtIOnFor permitted GIB® Plasterboard substitutions refer to Page 21 in GIB Ezybrace® Systems 2011.

FAStEnInG tHE LInInG

Fasteners32mm x 6g GIB® Grabber® high thread screws; or30mm GIB® Nails.

Fastener centres50,100,150, 225, 300mm from each corner and 150mm thereafter around the perimeter of the bracing element. For vertically fixed sheets place fasteners at 300mm centres to intermediate sheet joints.For horizontally fixed sheets place single fasteners to the sheet edge where it crosses the stud.Use daubs of GIB Fix® adhesive at 300mm centres to intermediate studs.Place fasteners no closer than 12mm from paper bound sheet edges and 18mm from any sheet end or cut edge.

JOIntInGAll fastener heads stopped and all sheet joints paper tape reinforced and stopped in accordance with the GIB® Site Guide.

32mm x 6g GIB® Grabber® high thread screws or 30mm GIB® Nails at 150mm centres to perimeter of bracing element

Single 32mm x 6g GIB® Grabber® high thread screws or 30mm GIB® Nails where sheets cross studs

Horizontal Fixing

Vertical Fixing

Daub of GIBFix® adhesive at 300mm centres to intermediate studs and nogs

Single 32mm x 6g GIB® Grabber® high thread screws or 30mm GIB® Nails at 300mm centres

12mm from paper bound edge

18mm from cut sheet edge

150m

m c

rs

150mm crs

50mm 50mm 50mm 75mm 75mm

50m

m50

mm

50m

m75

mm

75m

m

In order for GIB® systems to perform as tested, all components must be installed exactly as prescribed. Substituting components produces an entirely different system and may seriously compromise performance. Follow the specifications. This Specification sheet is issued in conjunction with the publication GIB EzyBrace® Systems 2011 and has been appraised in accordance with the BRANZ Appraisal No. 294 (2011).

Bracing Element

GIB EzyBrace® 2011 Fastener pattern

note: For panels between 400mm and 450mm place this fastener centrally.

4210020030012030120

BUs EQ/m

Wall Bracing Elements Subfloor Bracing Elements

GIB® GS1-N 0.4 NZS3604 masonry 0.75 1.5 42GIB® GS2-N 0.4 NZS3604 masonry 1.5 1.5 100GIB® GSP-H 0.4 NZS3604 masonry 3.0 1.5 200GIB® BL1-H 0.4 NZS3604 masonry 4.5 1.5 300GIB® BLP-H 0.4 NZS3604 braced piles 1 160GIB® BLG-H 0.4 NZS3604 cantilever pile 1 70Custom Custom 1 10 10 NZS3604 anchor pile 1 160

BUs EQ/mSupplier System Minimum

Length (m) BUs W/m Supplier System Minimum Length (m) BUs W/m

See page 007 for details

G.J. Gardner. HOMES





Job No

page 013

PANELFIXING

HOMES 170991

G.J. Gardner. HOMES





Job No

page 011WEATHERBOARDDETAILS

HOMES 170991

4210020030012030120

BUs EQ/m





Page 13 of 20

Demand Calculation Sheet single storey V06/11

Job DetailsName HendersonStreet and Number 122 Sea Breeze LaneLot and DP Number Lot 25 DP 429036City/Town/District WhangamataDesigner Richard Selby SmithCompany Name G J GardnerDate 1/01/2013

10 or 13 mm GIB® Plasterboard 10 or 13 mm GIB Ultraline®1

Building SpecificationNumber of storeys 1 Floor Loading 1Foundation Type 1

3 Complete Single Floor

Single Floor Column onlyCladding Weight 1 1Roof Weight 1 1Room in Roof Space 1 2Roof Pitch (degrees) 25Roof height above eaves (m) 1.8 1.0Building height to apex (m) 4.8Ground to lower floor level (m) 0.5

3.0Stud Height (m) 2.4 2.4Building Length (m) 16.7 20.0Building Width (m) 7.9 10.0Building Plan Area (m2) 132 200

Building LocationWind Zone Medium Earthquake Zone Soil TypeSelect by Building Consent Authority Map 1 1or Preference 3 Annual exceedance probabilityWind Region 1 1 1Lee Zone 1 Ground Roughness 2 1 Site Exposure 1 1 Topographic Class 1 4

Bracing Units required for Wind Bracing Units required for EarthquakeDemand W (BU) Demand along / across E (BU)

Wallsalong slab 269 singleacross slab 502 slab 332

GIB EzyBrace® 2011 Software

Walls single

Select Lining Option

Preference selected

Preference selected

Preference selected

Preference selected

single

light

no

light

1

slab

2kPa

10 or 13 mm GIB® Plasterboard

Medium

D&E (deep to very soft)

Preference selected

1/500 (NZS3604:2011 default)

Richard Selby Smith

V06/11

1 2 3 4 5 6 7 8 9 10

W E

149 m 1 1.6 2.4 GS1-N GIB® 110 962 0.9 2.4 GS1-N GIB® 57 53

216 n 1 3.6 2.4 GS1-N GIB® 248 216216 o 1 3.6 2.4 GS1-N GIB® 248 216120 p 1 2 2.4 GS1-N GIB® 138 120

Wind Earthq.Totals Achieved W 160% EQ 211% 802 701Concrete Slab OK OK

Totals Required (from Demand) 502 332

Henderson


Lines Bracing Elements SINGLE OR UPPER STOREY WALLS ACROSS

Element Height H (m)

Bracing Type Bracing Units AchievedSupplierAngle to Bracing line (degrees)

Line LabelLine Total Check

Bracing Element No.

Available Wall Length L (m)





4210020030012030120

BUs EQ/m

G.J. Gardner. HOMES





Job No

page 014

BRACINGCALCS

HOMES 170991

Page 13 of 20

Demand Calculation Sheet single storey V06/11

Job DetailsName HendersonStreet and Number 122 Sea Breeze LaneLot and DP Number Lot 25 DP 429036City/Town/District WhangamataDesigner Richard Selby SmithCompany Name G J GardnerDate 1/01/2013

10 or 13 mm GIB® Plasterboard 10 or 13 mm GIB Ultraline®1

Building SpecificationNumber of storeys 1 Floor Loading 1Foundation Type 1

3 Complete Single Floor

Single Floor Column onlyCladding Weight 1 1Roof Weight 1 1Room in Roof Space 1 2Roof Pitch (degrees) 25Roof height above eaves (m) 1.8 1.0Building height to apex (m) 4.8Ground to lower floor level (m) 0.5

3.0Stud Height (m) 2.4 2.4Building Length (m) 16.7 20.0Building Width (m) 7.9 10.0Building Plan Area (m2) 132 200

Building LocationWind Zone Medium Earthquake Zone Soil TypeSelect by Building Consent Authority Map 1 1or Preference 3 Annual exceedance probabilityWind Region 1 1 1Lee Zone 1 Ground Roughness 2 1 Site Exposure 1 1 Topographic Class 1 4

Bracing Units required for Wind Bracing Units required for EarthquakeDemand W (BU) Demand along / across E (BU)

Wallsalong slab 269 singleacross slab 502 slab 332


Walls single

Select Lining Option

Preference selected

Preference selected

Preference selected

Preference selected

single

light

no

light

1

slab

2kPa

10 or 13 mm GIB® Plasterboard

Medium

D&E (deep to very soft)

Preference selected

1/500 (NZS3604:2011 default)

Richard Selby Smith

V06/11

1 2 3 4 5 6 7 8 9 10

W E

149 m 1 1.6 2.4 GS1-N GIB® 110 962 0.9 2.4 GS1-N GIB® 57 53

216 n 1 3.6 2.4 GS1-N GIB® 248 216216 o 1 3.6 2.4 GS1-N GIB® 248 216120 p 1 2 2.4 GS1-N GIB® 138 120



Henderson


Lines Bracing Elements SINGLE OR UPPER STOREY WALLS ACROSS


Bracing Type Bracing Units AchievedSupplierAngle to Bracing line (degrees)


Bracing Element No.


Richard Selby Smith

V06/11

1 2 3 4 5 6 7 8 9 10

W E

180 a 1 3 2.4 GS1-N GIB® 207 1802.4 GS1-N GIB®

144 b 1 2.4 2.4 GS1-N GIB® 166 144149 c 1 1.6 2.4 GS1-N GIB® 110 96

2 0.9 2.4 GS1-N GIB® 57 53



Angle to Bracing line (degrees)


Bracing Element No.



Bracing Type Bracing Units AchievedSupplier

Henderson


Lines Bracing Elements SINGLE OR UPPER STOREY WALLS ALONG

G.J. Gardner. HOMES





Job No

page 015BRACINGCALCS

HOMES 170991

Documents

GJ Gardner - Henderson House - Plan Book · 34.6% Good Ground; Geotechnical Report by GDC Ref:319 Zone 1 Medium Zone 1 Zone 1 Low A1 Self Contained Dwelling 1.5kPa 4.8m PLUMBING NOTES: