777693.pdf - AWS

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il\, i IdfT - -^"^TT^ ]r\,>,-c r ^ l i hbiT^^^ y, d: i^p(i'->a

-T^ jL^^^r " U ^ - / < ^ H j

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pM;. ..>sa ^^êy^z^jÂ < ^ l / a j ^ >0 V^ - ' ^

LH J P i . ^ w / u j ^ ^ ^ C - ^ Se.vc<;- v>~ gpg-XCo->v. tsJt— -"•» fn 1 V"^

C^*' '- ^^^*'

MPORTANr NOTE: Offset in ter i traced pits f c r 2 5 m ctiedtojts

m . irtn -:

refo- ijbflocf

chedtout (■standaoj pile

-w Ttsas: ' I — 1 ' refer

TT

bufdhg H m ^

194 setback

subfloor

pv^cna? riL£

) Plot] eoge

In gSlv in12 bolt

■Ulclq ewe

m12 galv bolt 2n SCxSW

washers

check 25

5 josts

i2S«123 s^nôn pic -\J*.:

iiMPO ' m12 bolt

150x25 trinmcr joist

iSOmin '600

?co

bca-a--^--^'' [firtlZ bdt. 50x50«3 I washers (galvl

sec Hcfi thru jois't (extern^ comai' sectai ihru fcc-arsr

950x3501 ANCHOR PILE DETAILS

PILE FOOTINGS dep(t> bdow ground W*X W K 1^

Standard pile load bearing 350x35ft. 200 standard pie floor load only 22Sx2Sx 3oo CanftTevered pile load bearing 350x350x^30 CJinUevered pie floor load only 225<225x"4SO braced pile load bearirq 350«=Sfto.vsC braced pie f loa-load onty 22Sx:2Sx.'>SC anchor pile all cases BSOxSSW'WC

NOTES 1 .-nin distance frcm bsarsr to ground

is 300 v;^ho^t dpc 2. B-Jn distance f r c i b5J.-er to ground

is 150 witil d.?.c

3- aU. checks to pies ciax of 23mm

125

100 5 100iii25 KOrrî)

1n'nl2 bolt-f sq was. rs

~ t ^ T > ' ^ f ^ ^ m \

idofted Una shows brace ,h other diracrion fix to ibearEC-MJirin 200 of pla

.-4 dotted lina shows" s-tiixJitt pile

êr.ton piles :,T| 125x123 sq

standard piles

fin. lJ0x75 rz-s b.-ac8 to f:c=.-]cists .■itti ra12 bslt-)

S3 ciax pacising to braces riay ba used

..SUjtSS

200;max

see subfloor layout for b'st size and baarer layout

brace-v^ l| In'cr.-'.Z bolt - J j

!!n12 bc;.t3nd IJ il

• : ^ - . ^ to s:./T'.\i " " i ^^ i BRACED PILE StCTiCM IVR'J JCISTS o.'-e;r^:n .^ ,'■'■ ; '-■' . - :

In n12 bolts 2n* 50x50x3 galv washers

l^senton pile

BRACED F.LE SECTC: T;-HJ BE:W£.

20 hd particle bca-d

flea- jasts v_^-£ s jb fbx be3-ers\ fixings In* oalv wire dcq to eacn sde

200 maxlfr fjipload bsa-Tig wa:i

n — I I

-^25x125,sermon pil ^xTlOOT

300 .'n'n

- 3a czx h.-Vht

;\\' 1001 lODT

joists ssrs'-j

'fST

600 r j x

450

7-zzni.

subfloor baarers fixir,9S An" 100x3-'5na3s *i.am galv wire

125x125 senton timber [£e

'350x350 footkig (load bearing)

'350x3501

STANDARD PLE DETAIL

'350x350 [load bearing) 225 X 225 (non toad bearing)

CANTILEVERED PLE DETAL

NOTE: standanl oile (nnn InaHSmnn-i frr,r,nn - T X . , T K

STAND/.RD TANAPILE DETAliS BRACING & FOOTING SIZES

n SHEET A

(CIRCLE whichever is applicable)

AFFORDABLE STR/REV

NAME:

STOREY: (^nê f i r Uppermost Lower of two or middle of three Lower of three

WIND AREA: High/Medium/(Cow^

EARTHQUAKE ZONE: A ( B ) C

ROOF OR BUILDING LENGTH

ROOF OR BUILDING WIDTH

GROSS ROOF OR BUILDING PLAN AREA

EARTHQUAKE: B.U.'s ALONG AND ACROSS

WIND: B.U.'s ALONG

WIND: B.U.'s ACROSS

SKETCH PLAN (external and internal walls) :

ADDRESS: n U|0 G<ôo2, '\fc<pQrcccx

ROOF TYPE: (ggHD Heavy

ROOF PITCH<;^0^^^2?^26'* - 45°

W = \ 8 B.U.'s/m

E = 3>B.U.'s/m2

BL =\3.°7m

BW = (z/'T. m

GPA =8U»bm2

Ex GPA " i ^ s i i - i o = a s u

WxBW =l8)>^b-2 = ^^7."

wxBL =\e> y\Z-'7 = x u i

B.U.'s

1 B.U.'s

B.U.'s

1 Total B.U,'i

Raquired

2 3 Wall Line

SHEET B

4 5 6 • • ■ ^ ' 7 - ^ -

Wall Bracing Elements Provided 1

Total B.U,'i Raquired

Label Minimum

B.U.'s Required

Label No. Type Rating

B.U.'s/m Length

(m) B.U.'s

Provided

ALONG A \ \ ^1 ' % ^ \oo ALONG A

o. \ uQ- 0.-1/ \CDO A

-

A

l?>^ Sub-total a^yo

B (^ X h% aû l u ^ B

• B B

- IO Sub-total • m^ C u 1 ux aû l O O C

s 1 U2. i ^ & l b C

A^

C

v3-^ Sub-total r /^ D D D D

Sub-total . ; . ' . .

asu TOTAL •?>uu TOTAL sxs ACROSS L

V I O

b \ U'X a°u )00 L

V I O L

V I O ' ' I ' /

L

b ' l Sub-total lOO M ' 1 1 ba 1-0 IU9 M

#

M M

^ O Sub-total /i s N 8 X bX a-o lau N N N

^/O Sub-total ICJ.U

0 y IO

9 I >4 i l ^ Q /oo 0 y IO

0 y IO

0

GX Sub-total /oo P i P

• P P

Sub-total

asu TOTAL 11^ TOTAL TPS"

<=& t > ^

. ^ < \

100"^'^

CHip

3>ia l , \o^

CH.o

\86

T]MBI!:IX:R/\1'''C IIOMIJS - A D I V I S I O N O F DEVON G I ^ U P H O L D I N G S

GEHERAL S P G C I F I C A T X O N S

Spoc i f ica l ' .LOh o f t h o v/oilc t o b e d o n e eind t h e m a t e r i a l s t o b e u s e d i n e r e c t i o n aiid c a i i p l e t i o n o f a r e s i d e n c e a s pej.- t l i e a c c » M M n y i n g d r a w i n g ^

Mr and Mrî*

L n g a /

L o t Number S t r e e t .

11i i s ! ; p e c i f i c a t i o n i s t o b e r e a d i n c o n j u n o l d o n w i t h t l i e a c c a i i p j i i y i n g drawii 'Kjs a n d a n y o t l i e r d r a t t t n g w h i d i may bo i s s u e d d u r i n g t h e C o n t r a c t . H i e C o n t : r a c t o r s l ' i a l l p r o v i d e t J i e C o n t r a c t whici i i s t o b e c a i p l e t e d by a l . l p a r t i e s b e f o r e Uie cxxitusncaiient o f a n y w o r k o n t l i e s i t e . Any a d d i t i o n s , e m i s s i o n s o r v a r i a t i o n s t o t l i e C o n t r a c t s l i a l l b e n o t i f i . e d i n w r i t i n g a n d s i g n e d b y bol'li p a r t i e s , 'llic; c w n e r s a r e t o e n s u r e ' t J ia t a l l b o u n d a r y n u r k e r p e g o a r e i n p l a c e a n d e x p o s e d f o r i n s p e c t i o n .

C o n t r a c t IXx:uiv2nl:s P l a n d r a w i n g s , s ^ x s c i f i c a t i o n , c o n t r a c t .

PRELMINARY AND GENEiW, (.'VIâ'lVUDliS)

P c r m i l ; : ' i h e C o n t r a c t o r s s h a l l a r r a n g e t o o b t a . i n a:i.l I'cVi.-mits t o I j u i l d e t c . , iuid a r r n n c j O ' ' a l l . i i i spcx - Idea ' s . P^'Otcx;d£jn_o(:_work: A l l p a r t s o f t h e w o r k l i a b l e t o T n j ' u r y a n d a l l a d j o i n i n g p r o p e r t y , e x i s t i n g w o r k , f o o t w a y s , t r e e s , e t c . , a r e t o b o p r o L c c t e d bo t l i e b e s t o f t l i c C o n t r a c t o r ' s a b i l i t y , u n t i l c a T i p l e t i o n o f t l i e C o n t r a c t . P . C . SLWS {NoLt suiiis) : The P . C . S o n s q u o t e d

4.

H i • t i n s s i x B c i f i c a t i o n a r e n e t t a n d Idle C o n t r ^ ^ . o r s u b - c o n t r a c t o r cx jnce rned m u s t a d d a n y f i - x : ^ ^ d i a r g e s and p r o f i t ho r c x j u i r e s t o a l l s u d i i t a i i s g By-Laws ; ' iho w h o l e o f t h e w o r k i n t h e C o n t r q I S t o 1.5e ca i r r i . ed o u t i n s t r i c t a c c o r d a n c e w i . t f ie L o c a l A u t h o i . ' i t i e s ' r e g u l a t i o n s . ^ I n s u r a n c e : ' Ihe C o n t r a c t o r s h a l l a t a l l t i n ^ ^

-S-S

k e e p t h e w h o l e o f t l i e w o r k s f u l l y cx ive red b y . g i n s u r a n c e ; n a m e l y F i r e a n d P u b l i c L i a b i l i t y . Ter.poj-.'g'^' S e r v i c e s : T h e C o n t r a c t o r s h a l l a r r a n g i i f o r a l l t a i i p o r a r y se r -v ' i ce s o f w h i d i t l i e c o s t v / i l l b e o f t l i e a i i p l o y e r ' s c a r e a n d r e m o v e saino o n c a i i p l e t i o n o f t l i e C o n t r a c t . I f ta i i | .3orary s e r v i c e s a r e n o t p r a c t i c a l o r a v a i l i i l j l Q t o c o n n e c t t o £ind p a r m a n e n t c c n n e c t i o n s h a v e t o b e m a d e , tdien t h i s c o n n e c t i o n f e e i s a t t i i e a i i p l o y e r ' s e x p e n s e , i f n o t c o v e r e d i n tiie C o n t r a c t . M a i n t e n a n c e : l h e C o n t r a c t o r s s h a l l i i u i i n t a i n t h e p r o p e r t y f o r a p e r i o d of 3 1 d a y s a f t e r c o m p l e t i o n , aiid any damage d o n e , a r i s i n g g d u r i n g t l i a t t i i r ,e t h r o u g h f a u l t y w o r k m a n s h i p , ^ s h a l l b e i rade g o o d a t t h e C o n t r a c t o r ' , ' 3 e x p e n s e . C a n p l c l ' . i o n ; On c a t i p l e t i o n a l l t r a d e d e b r i s i s txi b e i.'eiioved f r a u t l ie s i t e , excxip t t l i e "You F i n i s h " , and t l i e b u i l d i n g l e f t c l e a n a n d r e a d y f o r o c c u p a n c y , w i t l i a l l s e r v i c e s cuid m e d i a n i c a l p a r t s .i.n good w o r k i n g o r d e r .

8 u eg

Cl ...» o «

t

if

CAKPENTER 2. Construction ^.....4....wa.w,. All materials eire to be the best

of their respective kinds due to grades, laid 'true to their various lines and levels eind constructed in a proper trade.'smanlike manner, to malce the whole of the works a .sound construction in accordance with tlic local by-lau's. All tinber work abutting or resting on masonry units, concrete or brickwork is to be protected witli a bitumen-fabric damp prc»f course. Sulo-flcxjr jack studs are to be fi>;ed to foundation piles witli 10 nw steel pin or No. 8 gauge (4 iini) galvanised wire ties passed througli the piles and well stap.'.ed to tlic jad: studs. Bearers to be in long lengths, halved over jade studs or piles where joined. Sub-floor bracing to be diagonal, in botli directions, as required and as directed by the local authority inspector, floor joists to be on edge, set out to suit tlie flcxsring sheets.

t 3

t o

1 I a, I

CARPENTER

^âtCJ:i.,lla S c h e d u l e o r t o B y - l a w 3604 o r pr- .' iic: -m o n a c c a ' n p a n y i n g d r a w i n g

MflXERIAL S I Z E GRJiDE

S u b - f l o o j ' j . i dc s t u d s S u b - f l c o r l i j . a c i n g Bc5arers V?all p l a l . ' j : : F l c x j r jo . l s tL i Her r ingb t . ' i y ! s t : r u t t i n g S o l i d BrJ 11-1 i.ng

T o p a n d I ' J I t a n p l a t e s

S t u d s

' lYirniier :■'"■■ Ir; L i n t i e l s Noggincf (lA'.'.ings)

100 X 100 X 100 X 100 X 150 X

50 X J o i s t

X 50 100 X

75 X 100 X

75 X

7 5 itm 7 5 rim 75 Itm 50 mm 50 inn 40 mm d e p t h

rrm 50 mm 50 nrn 50 nrn 50 iiiTi

Rad P. Rad P. Rad P. Rad P. Rad P. Rad P. Rad P.

B.T. B.T. B.T. B.T. B.T. B.T. B.T.

.Bracing

:its ling

Ceiling fiwi C e i l i n g JI-.. R a f t e r s R i d g e s ami H i p r c i f t e r s ■Valley r..il.l j r s ■Valley bo,ii.ij3 U n d e r pur l . i . i i s Roof G t l l l t f i C o l l a r t i e s I toof tru'JS'.-.'i

P u r l i n s (.Lr^ n r o o f ) E a v a s friuiii.ng F a s c i a ba-.u-ds B a r g e bo.-ii.'i:l.'i V^Jeatherbi.'..!! <ls V e r t i c a l I lo . i rds E x t e r i o r I:, n ' i n g s S c r i b e r s F l o o r i n g

I n t e r i o r A r d i i t r a ' v S k i r t i n g : . ;

>r ;)amp3 (j.f any )

C o r n i c e s S p l a s h Bo.ii; ' ls S h e l v i n g E x t e r i o r tri.iii

I n t e r i o r i-.ri.m

100 X 50 Itm 7 5 X 50 iiTO

P r u d 100 X 25 Itm 100 X 50 iiin

75 X 50 nr i 100 X 50 nro 200 X 25 ntn 1 5 0 X 40 nro 150 X 25 nro 1 0 0 X 75 nro 100 X 50 nro 150 X 25 nro G a n g n a i l o r

s i m i l a r 75 X 50 rem 7 5 X 40 Itm

as per drawings

S t a n d a r d 3 . 6 m X 1 . 8 m

2 5 mm 40 X 13 ran

N o . 20

As r e q u i r e d 25 nm 25 Itm

t f o u l d i n g s a s r e q u i r e d ^ ' l o u l d i n g s cis r e q u i r e d

Rad P. B.T.

Rad P. B.T. Rad P. B.T. Rad P. B.T.

Rad P. B.T.

Rad P. Rad P. Rad P. Rad P. Rad P. Rad P. Rad P. Rad P. Rad F. Rad P.

B . T . B . T . B . T . B . T . B . T . B . T . B . T . B . T . B . T . B . T .

Rad P , B . T . Rad P , B . T .

H i g h d e n s i t y p a r t i c l e b o a r i C u s t o n v/ocd

P i n e C u s t o m wcxxl

Rad P . U . T . Rad P . Rad P . U . T .

Rad P . U . T .

T r i n m e r .'' tu; te

S i n g l e c:ii i I rvp s t o r e y O p e n i n g s iijj t o 1 . 3 m w i d e O p e n i n g s I.. :'m t o 2 . 5 m w i d e

O p e n i n g s 2 . 0 m t o 3 . 9 m w i d e

B o t t o m o.r t'.'.-7o s t o r e y s O p e n i n g s ui ' t o 1 . 0 5 m w i d e O p e n i n g s .l..oS t o 2 . 1 m v / i d e

Oi.-C'ivbigu '-'..l l o 3.:i.'.'i la v. ' idc

100 X 50 Itm 100 X 75 Itm S o l i d

o r b u i l t u p 100 X 100 nm S o l i d

o r b u i l t u p

100 X 50 nrn 100 X 75 Itm S o l i d

o r b u i l t u p 100 X 100 mn S o l i d

o r b u i l t u p .

Li.nte.lM

O :- iiir\r;_v."i(ith

Up I-I) 1 . 3 5 lil 1.31i 111 t o I . U m 1. . ' ; m t o 2 . 4 m 2 . 4 III t o 3 m 3 111 t o 3 . 6 m 3.Ci iii t o 4 . 2 m

L i n t e l s i z e

100 X 75 rrm 100 X 100 Itm 150 X 100 rrm 200 X 100 nm 250 X 100 nm 300 X 100 nm

http://Li.nte.lM

CARPENTI'I't (Cont 'd)

naili^ I vvLtli one 100 iiiii cind one 75 iiiii nciil a t every cioî.si.ix.) aixl trjjiiiied a s r e q u i r e d f o r s t a i r / e J I < rfliiii'Hi.'i, s l a b s , e t c . Double tlie f.lcxDi jt.-isl.; .1:. a.H-h ond of t h e b u i l d i n g . Altei lal i.vi iy, u'lioi.o de t a i l cx l , t l ie roof fi.-;imi:ig is lo ))o cons lxuc ted vvitli Engineer de:;i.|.icci ' i jangi iai l ' rcxsf t r u s s e s f ixed pluiilj, fas tened t o tlio p. la tes witl i two 100 mn n a i l s , aiKj bi.'acod a t oacji end of t l ie b u i l d i n g . Piiliii.'i ( I ron I'lxjf) t o be spaced t o accaiiiiodate tiie roof cx)vering and r i d g i n g and f a s t e n e d to tlie r . i f t o r s wilh one 100 mti n a i l a t every a.'oss.i.ng. Eaves irunner t o be n a i l e d t o tlie oiits;ule of the 'ivall frcunes. Eaves b e a r e r s to be na.i.leJ seci.ii.'e.l.y to e a d i r a f t e r overhand.

3 . E>:tei--.i.or I'Vini.'sh: Bdiind n i l a s b e s t o s - c a i e n t w a l l .irinings and an c le ta i l ed on t l ic drawings , e;:cept i f f i t t t x l onto t a n a l i s e d t imbe r , f i t a brca t l i e r ty[x; b u i l d i n g pape r , lapped 100 nm. Wall a reas a r e t o be covered wi th e x t e r i o r Li.ning as shorfii <jn tlie drawings . V e r t i c a l board!i ace t o l:xi f ixed over brcaUie r tyf,xi b u i l d i.ng |.)a|XM.-, plumb and i n s i n g l e l e n g t h s wherc p o s s i b l e , and fi.xed v/itli 60 mn galviuiisod n a i l s . S o f f i t s and porch c e i l i n g s t o be l i n e d witli f l a t a s t e s t o s -cement s h e e t s witli m a t e r i a l s s h a ^ i on di.-awings. Build i n t l ie v a r i o u s e x t e r i o r j o i n e i y frairo.s. F i t head capping aixl flash.i.ng. Provide access t o under founda t ion .

''• I " t e r . i o r F i n i s h : Floor ing t o be l a i d i n l a rgo singi 'o shee' ts o£ high d e n s i t y p a r t i c l e board witli J o i n t s Ixjth ways. A l l j o i n t s cind edges t o be cont inuous ly suppor ted by f l o o r j o i s t s or nociging cu t betv.'een tlie flcxDr j o i s t s . Nai l tile flcxjring with 60 nm g; i lvanised broad head n a i l s . On c a n p l e t i o n of t h e c o n t r a c t t l ie f l oo r n a i l s an.> t o bo punches . I n t e r i o r w a l l linin^jS 'jenera.l,l.y t o be 9 .5 mm s h e e t s fi.xed witli vortic.-il j o i n t s and n a i l e d wi th f l a t heade^l g. i lvaniscd c l o u t s . Wall l i n i n g s of whidi tlic2 conti . 'actor i s t o talco tlio utmost ca re of cjual i ty c o n t r o l b u t t l io r e s p o n s i b i l i t y of manuf . i c tu rc r ' s d e f e c t s w i l l no t be r e c t i f i e d a t till.' c o n t r a c t o r ' s expense . Plate:.; t o be in .long s t r a i g h t l e n g t l i s . Bottom p l a t e s ' and u 'a l l p l a t e s tcj be b u t t j o i n t e d over cont inuous suppo r t , t o p p l a t e s t o be b u t t j o i n t e d cind fastenGd v;itii 4 Nil n a i l p l a t e s . Studs a r e t o be s e t o u t t o acconncxlate 2.4 m high \','all l i n i n g s h e e t s , and a r e t o be he ld to Uie p.l.ates witil two 100 lun. n a i l s a t e a d i end, ba\-ed s tuds a re t o be sta.-aightened witii saw c u t s , wo;lgog and 100 x 25 mn o r 75 x 25 mn s t rap] dug.

L i n t e l s Miore b u i l t up t r i m r e r s t u d s a r c used , use one 100 x 50 nut s t u d whid i i s t o be laiii u|> p a s t tlic t r intner t o die t o p p l a t e and t h e 100 x 25 nm o r 100 x 50 nm r a n a i n i n g i s t o run up t o tlio unde r s ide of tiie l i n t e l . Ncx;cjiiig (dv/angs) s h a l l be vvfall t i i i ckness 50 mil spaced i n rcxvs a t 800 mv. c e n t r e s ma."-dmwr., s e t out t o accaimodate tiie w a l l l i n i n g s l iee ts and te n a i l e d wiUi two 65 mu n a i l s a t e a d i end. C e i l i n g nocifii.ng (dwangs) t o be s e t o u t t o accat'iiCdVite "iiiTa c e i l i n g l i n i n g s h e e t s and cornii.'os around the )perinx;ter of e a d i roan . Bracing t o be ].ct i n f l u s h witi i t h e face of tEe wal l friimas and raided as n e a r l y a s practj .cali lo t o '15 degrees and c3og-legged as recjuired. ahe_v,v']l. .CrrdTfis a r e t o be a s s a r b l e d , squared , bractir"V.i"icl e r e c t e d . The b o t t a n p l a t e s a r e t o be sl:j,-aightencd and f a s t e n e d davn, t l ic corners a r e t o bo plumbed both ways us ing a pluiib boJj and l i n e and tiie t o p p l a t e s ore t o be held s t r a i g h t witii teirporary b r a c i n g u n t i l 'the c e i l i n g and i:<xf frajidng and br 'acing has been completed.

Ce.l..liii.: i'M.s I s t o be on edge and spU-ced t o t h e v / J l l ' p l a t c i ! .'.i.i'h one 100 nm and one 75 nm n a i l a t cadn caid. V.lio.i.e p r a c t i c a b l e , t h e c o i l i n g j o i s t s a r e t o ajiiif' .'ilongsidG r a f t e r s and t o be s p i k e d t h e r e t o . Rafter!; l.o Ixj pluito c u t t o r i d g e s and h i p r a f t e r s 5md t o U J )ii.i.-dsmouthed t o p l a t e s and f a s t e n e d v/itii one .100 11(11 a i d one 75 nm n a i l t o t h e p l a t e s . Supply .iiid f i x tile n e c e s s a r y r i d g e b e a r e r s , h i p reifter.'.;, val.ley r i t f t e r s , v a l l e y b o a r d s , u n d e r p u r l i n ; and yix-i: i i t r u t s and c o l l a r t i e s a s r e q u i r e d t o cxiitp].ol'.' the r c o f friiuning and as d e t a i l e d on tiio drawing"'.. All jo.i.iil:.':i nail holes and otiier iiiperfections are to be :.lopped flush and left ready for the papej.-h.'iii..|i.:r. Shcwci; I, in.i.nrjs t o b e s e l e c t e d s h e e t s v.dth p l a s t i c jointoi . ' .'.niJ c o r n e r mould ings . Cel l in t ) l..'iji_ings - s e e drawing . Nog f o r and b u i l d i n tiici ^/arious j o i n e r y f i t m e n t s as s u p p l i e d under "Joiiioj." and t r i m t o v ; a l l s . Nog f o r and b u i l d i n t h e vai.i<;>n:j f i t t i n g s as s u p p l i e d under "Plumber" and t r i m .iround wi-th s p l a s h b o a r d s v/here needed . Interi.f. ' dcxjrs a r e t o b e f i t t e d v/i-th 1^ p a i r s of I c o s c i-m FjutLn. Arch: 1 I .I'.vi i f used a r e t o b e f i t t e d i n s i n g l e lengtii!'., wiUi g l u ed n d t r e d j o i n t s . Sklrt.'i n. ;s t o be f i t t e d t o t h e f l c o r and i n t e m a l cx5mcMr:; ::Vnd m i t r e d a t e x t e m a l a n g l e s . Coat CU; l».>.ii:<.1 and v/ardrobes t o be f i t t e d v/i'th one sho l l 300 nm v/ide f i x e d 1.800 m above ' the f l o o r ani.i v/ith 20 mn g a l v a n i s e d p i p e hange r r a i l under . Linen , IIDI: v/ater cupboards t o b e s h e l v e d v/ i th s l a t t e d liiioivcs ex 75 x 25 mn. ExtericH' rtjoras i . e . g a r a g e s , c a r p o r t s o r o u t s i d e cupboai.r l;i a r c n o t l i n e d , and wi ' thout b u i l d i n g p a p e r . Form cl ':■ !.i-ling a c c e s s door i n a c o n v e n i e n t emd incoii!;i:>i.>;i 101.1;; p l a c e . Co-oi;x;i'.ii..i,.' witl i t h e E l e c t r i c i a n i n t±ie b u i l d i n g i n of a iielwi: box and t h e b u i l d i n g of a s' .vitchboard recGSs MI'ICI -trinmed a r o m d as r e q u i r e d . Supp].y .iiy.l f i x tiie sundry i n t e r n a l f i n i s h i n g mouiclingi; and ' t r im a s r ec ju i red . A l l int'.i.ii.ril f i n i s h i n g t i r rbe rs s h a l l be f r e e frwri a l l haKir;:r nvirks, s p l i t s , e t c . A l l na.il;> i n exposed v/crk ( i n t e r i o r ejid e x t e r i o r ) a r e t o l.-o punched.

Prnt-IBER AND DRAINLAYER Gener . i l ly : ' ihe v.hole o i t h e plutrbing and drain . lay i.ng s h a l l be done i n s t r i c t accordance w i t h Drainage and Plunibing R e g u l a t i o n s 1978 and draii'i;.-. ;'li<ill b e l a i d by r e g i s t e r e d workman o n l y . I h e pj.ui;b.i.ng con l i r ac to r s h a l l o b t a i n a l l neces:;ai,y p c r a d t s f o r t h s work. Exteri.Qi,' Kprk_: Supply and f i x a l l n e c e s s a r y fla.'jhiiT 1:TiTiead c a p s , i n c o n j u n c t i o n v/i th t h e buildcn.' t o make .a t ho rough ly v / a t e r t i g h t j c b . Supply .11 id f.i.x s p o u t i n g t o a l l e a v e s , l a i d v/i th even fa.l.ls t o darfnpipes. Da-/npipes t o r u n i n t o s tontwai . ' i r drîins a t f c x t . 'Val leys t o b e s t a n d a r d , galvani i jod , l.rLd over b u i l d i n g p a p e r . Water ^jf"£yice: Ijay on co ld w a t e r f r o n t h e main t o a iioi', wate r c y l i n d e r , s e t up as s h a m on t h e drawing:; . Prov ide and s e t up t h e c y l i n d e r , ecnip.lot<' v/ith ca. ' ;ing, l a g g i n g and t h e r r r o s t a t i c a l l y c«nti'c/l IMJ (.i.l.octriu clcnvjnt . Lay on h o t and c o l d v.'atcr [■.■.• I v i c e s t o tiie v a r i o u s f i t t i n g s a s shcvm on the; drav.'i.iii.j:; and t o one h o s e t a p pos i - t ioned a s on ciccaiipai lyiny elcav/Ing. Hot w a t e r s e r v i c e t o r u n i n Polytlioiiii. Main and co ld w a t e r may run i n Polytherrr. F i t t i n g ; : : Pirovidc and s e t up t h e f i t t i n g s a s sha-.n on tlio d.r;ii.'in'.;.'i cuid p r o v i d e t r a p s and w a s t e s t o saTe Batli , j:'i ri:;t c ; u a l i t y . Vani ty u n i t - s e l e c t e d t o p as shown oil dra'.-/ingG. SinJc t o p - s e l e c t . Shaver t r a y stci inle: ; ; : sterol o r s i m i l a r . W.C. - p o r c e l a i n wash-dcwn pcxl(>!.ital, v;i th p . l a s t i c d o u b l e - f l a p s e a t , p l a s t i f lush in t ; t ; i s t e r n .

http://na.il

PLUMPER Af-I) niVMNfJWIiR (Cont i 'd )

'Iti!" - u t a i i i l o s s s t e e l . Washing madiine t o be sui >l3ijd by t h e avner . Taps i n t e r i o r -dirijiie p la t e ; ; . E;<terior hose t a p s - b r a s s .

5, Drains oi: s t r e e t channe l : S t o m w a t e r t o be t aken "in :!ec'ond quc'ility socJcetted ear t i ie rnware p i p e s t o stoi.nwatoi.- iiviin a i n n e c t i o n , o r staiKlard soak h o l e s . Sc2i\'i:r d r a i n s to bo f i r s t q u a l i t y p i p e s , 100 mu l a i d witil even f a l l s and ea;jy bends t o u main connect ion as d i r e c t e d . I f not on sewei.- prov ide one s e p t i c t ank . Provide and f i x a l l nccess;ury gulLey t r a p s , t e m d n a l .and back v e n t s , c l ean ing eye:;, in<;|.x2ction j i u i c t ions and bends e t c , as may be necessary t o cciiply v/itii Uie l o c » l a u t i i o r i t i e s ' ro-i'ila t i o n s .

6. J^ i - ' : Al.l undeirground piix;s and g u l l e y s v / i l l be loc ite-;1 i.n i-e.l.<iticm to Uio n a t u r a l ground l e v e l and no re;;i.X)ni;il3ility v / i l l be talcen by Uie conl 'xactor foi.- i;uljscqueiit giround work, whid i alt . i irs tiiat l e v e l .

JOINER 1, I'Jindavs t o be Alundniuiii u n l e s s d e t a i l e d a s ' .I'iiiter.

Aluiianiuin wi.nda'/s s h a l l be d e l i v e r e d to tiie c i t e , stoj.-ed on edge and p r o t e c t e d f r a n brealcages, damage, pla.Mter sp las l ies e t c . To be i n i s t a l l e d . Timter v/indavs t o be of tiio s i a e s .£ind t ypes as ind i .ca ted on Iho di.-awings \vitli a l l nentoers n u i . to s t a n d a r d or J . H . F . 'Sundyne' p r o f i l e , of utanda.cd cx)n;itruction and high c l a s s worlciiianship. ' the

^ windaM a re t o be g lazed wiUi s t a n d a r d q u a l i t y ■ gla : ; s , with ol.'i-.cured g l a s s t o bathrcoi ' . and h'.C.

windavii. 2, Dcoi.'£! E x t e r i o r door frane.5 and doors a r e t o be

of s t anda rd s i / ;es and of tiie tyjxDs as sba.-m on tlie drawings . I n t e r i o r doors a r e t o bo f l u s h t y p e ,

3, F i t t i n g s ; Cons t ruc t tiio v a r i o u s f i t t i n g s as sliavn on the drawings . Cupboards a r e t o be of s t a n d a r d con;i t r u e t i o n and d iv ided i n t o door and drav/or u n i t s . Sinlc top as si,x3cified under "Plumber". Otlior bendi tops t o be of s e l e c t e d " fon idoa" . Cupboard doors t o be c u s t a n v.'ocxl, drawers t o have s i d e s j o i n e d t o f ron t s and hardboard b o t t a n .

4, S t a i r s - Clo-qed ' lype: To be const i-ucted wi th s t r i n g : ; , tread;; and r i s e r s . The treacis and r i . ' ie rs t\re t o be housed g lue wedged cuid g lue bloclced t o t l ie s t r i n g e r .

.U0OL''ER 1, Genera l ly : Itofer t o Uio drawings f o r Uic typo of

roof ing t o be used, 2, Concrete Tj.lcs; T i l e b a t t e n s a r e t o be n a i l e d

f ini i ly t o tiie"'rnfters and spaced t o s u i t the gauge of Uie t i l e s . T i l e s t o bo l a i d witii ste.ndard l ap s iîd n a i l e d or \vired clavn i n accordanco witli stcuidard p r a c t i c e . Hips and

^ r i d g e s to be covered with h i p t i l e s bedded i n ' mor ta r . Barge a l l h i p s , r i d g e s and ba rges witi i

coloured nvortar to s u i t tiie co lou r of tiie t i l e s . 3, Galvanised I r o n : l l ie roof a r e a i s t o te covered

witil ga lvan i s ed wire mesh s t i r c t d i e d t a u t and secLU-ely s t a p l e d t o tiie p u r l i n s only where necessc-u.-i', no t when " B a t t s " con oupcxjrt b u i l d i n g paper . Overlay witii breaUie r t ype b u i l d i n g p a p e r . Roofing t o be 26 gauge ga.lvaiiised i r o n s h e e t i n g , i n s i n g l e lengUis and n a i l e d i n accordiuice v/iUi s tandard p r a c t i c e , lodges t o be covered v/idi l e a d edged r i d g i n g , i n long l e n g t h s wi th tiie l e ad edge dressed dc/.vn i n t o Uie c o r r u g a t i o n s of Uie i .ron. Supply and f i x a l l f l a s h i n g s , l e ad c a p s , e t c , t o make Uie roof t l ioroughly w a t e r t i g h t ,

4, F.lat R('X3fs; Supply and f i x over b r e a t i i c r t y p e buildTng pa!.x>r and as p e r tiio m a n u f a c t u r e r ' s d i r e c t i o n s , Uie f l a t roo f ing as s h a m on t h e clTciwings, ccniplete witli s txsut ings , davnpipes , bargs J,'lnsliings and f l a s h i n g s a s r e q u i r e d .

5, Stone Chip Tile,'?; T i l e b a t t e n s a r e t o b e n a i l e d f i nn ly t o tiie r a f t e r s , spaced t o s u i t Uie gauge of tiia t i l e . T i l e s t o be l a i d wiUi stand.ac'd l a p s and n a i l e d da.in i n accordanco with s t anda rd p r a c t i c e s . Hips and r i d g e s t o be covered i n liJce n a t e r i a l .

ElUCKLRYER

Material; : : ; B r i c k s t o b e d e l i v e r e d t o t h e s i t e i n padcets^'aii 'l 755 of tiiiSfn t o te f r e e f r a n c r a c k s and chipped cil-jes, t t o r t a r t o c o n s i s t of sand , cement and a Hi.iiiid l ime based p l a s t i c i s e r , mixed a c c o r d i n g t o t h e ni ' i i i i i fac turer ' s d i r e c t i o n s . Laying: C o n s t r u c t Uie vcirious b r i c k and b r i c k v e n e e r w a l l s , dilniney, as shavn on t h e drav / ings . A l l corne r ; a r e t o Ix; |j:i.unljed b o t h v/ays and t h e c o u r s e s a r e t o be l e v e l ciii'i ; ; t r a i g h t . J o i n t s t o be 10 nrn t h i c k maxi.mun v/eathenii ruck on exposed f a c e s . B u i l d i n verrain proof ing . i t tettan p l a t e l e v e l and g a l v a n i s e d t i e s spacxid iit i » t more t h a n 500 nm h o r i x o n t a l l y and e v e r / t h i r d coui:;;e v e r t i c a l l y . Main ta in a 40 nm minimum c a v i t y t o te k e p t c l e a r of a l l m o r t a r d r o p p i n g s and t o te drai.nod and v e n t i l a t e d . C o - o p e r a t e v/i th t h e carpentci . ' :i.n t he b u i l d i n g i n of a l l e x t e r i o r j o i n e r y . On cxjmplc:l.ic'jn c l e a n do/m t h e . exposed facres of a l l brickv/orl-.. ,jnd l e a v e f r e e from a l l d e f e c t s .

BLCa<LAYER

M a t e r i a l s : Blocks a r e t o b e of ' the s i z e s as shavn on t h e drnv/iiign, d e l i v e r e d t o t h e s i t e on p a l l e t s and 75'

. of them t o be f r e e frcm cracics and ch ipped e d g e s . Mortar i.s t o c o n s i s t of Scuid, cement and a l i c ju id l ine based p l a : ; ; t i c i s e r , mixed. a c c o r d i n g t o t h e manufac tu re ! d i r e c t i o n s , L'f3'j£SD CtMisbruct tiie viiirious blcxdc w a l l s cis shewn o: tiic? drav/iiig;:;. Corners t o b e plumbed b o t h v/ays, course t o bo l e v e l and a t r - a i g h t . The b l o c k s a r e t o bo k e p t dry b e f o r e ;\nd d u r i n g l a y i n g and w h i l e t h e rrortcur i n s e t t i n g v.'hoi.-o p o s s i b l e . S i l l s ar.'e t o te a.s shcv/n on drawings , jaiib )>lod:3 a r e 'to te r e b a t e d . Ven ' t i l a to r ; ! a r e t o be ;;p;icocl t o p r o v i d e adequa te v e n t i l a t i o n t o Loca l Bcx'ly ; ; t anda rd3 . J o i n t s a r e t o be 10 nrn t h i c k iiic-uchnum. P-ui.ld i n h o l d i n g do/m b o l t s 300 nrn frcm t ho c o r n e r s and a t 1,2 ni c e n t r e s . R e i n f o r c e and c o n c r e t e f i l l tiie v a r i o u s bond beam c o u r s e s and v e r t i c a l c a v i t i as shavn on Uio drav/ ings . On c a t p l e t i o n c l e a n do/m a3 exposed f.uce;;^ of Uio blc3ckv/ork and l e a v e f r e e frcrn a l ] d e f e c t s ,

CONCRETOR . MaterJ.a.ls: Concre te t o be mixed v/i th a t e s t of

17,500 kPa a f t e r 28 d a y s , I te inforcerrent txi te round n d i d stcc.l. rods o r r e i n f o r c i n g mesh, as d e t a i l e d , free f r a n scaliri, p a i n t , g r e a s e , e t c . Fomv/ork s h a l l b e e r e c t e d anel braced i n s u d i a manner t h a t ' the c o n c r e t e s h a l l fini.sli t o Uie dimensions shafm o r s p e c i f i e d , ' the fornwoirk i a t o b e hosed o u t and k e p t v/et- tefore and w h i l e the c o n c r e t e i s b e i n g p l a c e d . Concre te l','ork: Con,''jtruct t h e v a r i o u s f o o t i n g s as d e t a i l e d on tiie drav/ings a n d ' r e i n f o r c e as sho//n. C o n s t r u c t t h e v a r i o u s c o n c r e t e c o m e r s , ' b a s e v / a l l s , s t e p s cuid i'.>cjrdi slcil:)s, chimney f o u n d a t i o n s e t o . cis i n d i c a t e d cjii Uie drawings and r e i n f o r c e d as sha /m. Steps t o have 150 nra r i s e r s and 300 ran t r e a d s o r s i m i l a r . H.-.ird f i l l i n g t o te 75 mn sand o r ' r u n of tiie p i t ' iiieti;il compacted i n l a y e r s of 150 rrm dep th maximum. Bind- v/ith 25 nm of sand o r u s e o n - s i t e s o i l f o r ii.l.l h a r d f i l l i n g . A l l f l o o r s l o b s t o be l a i d t o t r u e and s t r a i g h t s u r f a c e s , v/ith a s c r e e d f i n i s h , ' J l i ickness and r e i n f o r c i n g as d e t a i l e d on t h e drawings . Alio// t o b u i l d i n a l l h o l d i n g dcwn b o l t s , p i p e s , v/ijrou, e t c , as r e q u i r e d , p r i o r t o t h e p o u r i n g of Uie c o n c r e t e , . Holding davn telts t o b e 375 nra maxijiium fi:oui coi.-nors eind a t 1,2 ra c e n t r e s maxirraja raivKet do.vii p l a t e s t o flcxjr a t same s p a c i n g . P i l e s t o te as ;;liO'.vn (;ii cic:ccmpanying drci'./ing s o t o u t as sho.vn on t l io foiiridauion p l a n iind si.!i.;-.-:,'i:Uc:d on a 100 nm t h l . d ; c o n e r o t o f o o t i n g .

I'l.XCAVA'lOR

GenoralJ.y: 'Iho c o n t r a c t o r s h a l l , of v.hidi t l ie c o s t i s of"The employer ' i ; c a r e , reirove o r c o v j r ove r v e g e t a t i o n , inc ' ludiny t r e e s , f r a n tJie a r e a t o b e b u i l t on. Bui:Ldo;-:e tiie s i t e t o tiio l e v e l sha-/n on tiie drawing.'j.

- 4 EXCAVAaOR (Cont'd)

Excavate; As rec[ui.i.-ed for a l l wa l l f o o t i n g s , p i l e foot i i^ js , s t e p s e t c , as shavn on tl ie clrawings. Foot ing e.;cavati.ons a r e t o be no t l e s s tlian 300 nun deep. Or as shovn on accanpanying elrawing, Excaval-.ion.3 a r c t o bo .otepiped t o s u i t "Uie slopx; of the ground, and kep t l e v e l a t tlie b o t t a n , niaintai.ned f r e e frcm f a l l e n i r a t e r i a l be fo re p l a c i n g r e i n f o r c i n g or conc re t e , B a d c f i l l and rcun tlie e a r t h around t h e fomidat ions a f t e r conc re t e woric has fijiiily s n t . IX'i.-oait tJie surpluij s o i l on d ie s i t e , pra», ' t ical t o lhe c o n t r a c t o r , o r as d i r e c t e d by the aTii)loyer, /\ny excava t ions for paver o r wa te r !'Oui:ce."j, o r ,':;avage and d ra inage t o be r e f i l l e d , but no t Jo insLatcd t o i t s o r i g i n a l condit . ion, !\ep;i.an'ting o r r e s e a l i n g of avners c a r e ,

so:r.,:rD PIASTERER M a t e r i a l s : Cement to )jo oretinary Port l tuid canen t . Sand t o h^ c l ean rJ.vor sand f r e e f ran sa ] . ine , vegetalale o r earUiy incitter. Mortar to c o n s i s t of sand, ccament and a l i q u i d l ine; .based p l a s t i c i s e r niixed accoirding t o Uie linia manufac tu re r ' s elirectJ.c-;nr.. Chiinneyi Supply and e r e c t one p r e c a s t c o n c r e t a dinimey as i n d i c a t e d on tlio clrawings i f r e q u i r e d . A l l u n i t s "to be we].l bedded i n nrar tar , l h e co rne r s cire t o be pltnnbed lôtli ways and r e i n f o r c e d w i d i No. 4 rod:;, w e l l grouted i n ,

:i.HSUl.,?\Tir.:N Miere a p p l i c a b l e tlio b u i l d i n g s h a l l be i n s u l a t e d i n accordance wltii Coimcil nequirenvents.

2 ,

l.'AIMTER m o PAPERI-IANGER

Geriera.l.,l.y: A l l p a i n t and v a r n i s h i s t o bo ^ "deli-vci'iiVil t o t l ie j o b , e x a c t l y t o t h e in£mufar:l;iii.-i.;r's.direction and c u r r e n t l y u s a b l e . Exter.ioi.-; Woodwork - priiTie, s t o p and p a i n t i n ' one^ uncle I "coat and one f i n i s h c o a t v;i th a gccd f i n i s h , . s t a ined v/ork - one c o a t of s t a i n , t h e n a i l lio.li.,',.; e t c , a r e t o be s t o p p e d , tetal work, inc.lu.;lln.j ; ;pout lngs da.vnpipes, . v/rought i r o n work e t c - opj).i.'oyed p r i n r e r . f o r g a l v a n i s e d i r o n , oiie unde,rccx:ii: ..iiid one f i n i s h c o a t . Asbes tos -ce i r en t sheet.'v •• two c o a t s . S o l i d p l a s t e r and c o n c r e t e b lodc v/oi.l: t o be l e f t u n p a i n t e d . I r o n r co f t o be l e f t iiiipcînted, Inter.i.oi:: A l l c e i l i n g s t o be g iven t / io c o a t s of f l a t ''i:'..i.ling p a i n t , o r t e x t u r e d . A l l v /a l l cirea t o I.-' . l ined v/ i th w a l l p a p e r , hung i n s i n g l e lengtlii-j, pLurb, v/itli b u t t j o i n t s u n l e s s otlierv/.i.;;i.; s t a t e d , . l h e equal i ty of -the v ;a l lpape r i s n o t (.ll; t h e c o n t r a c t o r ' s c a r e , any d e f e c t s whi.ch b'.:c..'i.-iio pronounced due t o t h e n a t u r e of th»e v/allpa|'/:n.- w i l l , n o t be . rec td- f ied a t t h e c o n t r a c t o r expen.'-jo, l.lien v /a l l s a r e s p r a y e d , v/orkmanship i s t o 1x2 of 11.1 c j h o s t . t r a d e p r a c t i c e , P ,C , va lue" $ f o r w a l l p a p e r p e r r o l l . Flush dc;'..ii..'.:, iJ: s t a i n e d , on ly t o be s e a l e d , and given ono c o a t of. s a t i n f i n i s h v a r n i s h . To be rubbed di..wii betj.veen coa-ts . A l l o t h e r i n t e r i o r f i n i s h i n g v/oodv.'ork t o be p r i r red , s t o p p e d , ^ ^ tmclercoalcid and f i n i s h e d , ^ B Coni|0.1ol.-.'i.('ji I: On c a t i p l e t i o n t h e r e s i d e n c e i s t ^ ^ be le:i:t. cJ.aan and t i d y . A l l t r a d e d e b r i s i s t o be .reuiovGd f r a n t h e s i t e and t h e b u i l d i n g l e f t (:;.l.caii and r-eady f o r occupancy.

i:;LEerRic:i:AN 1. Genera l ly ; I h i s c o n t r a c t i n c l u d e s -the supply and

i n s t a l l a t i o n of die e l e c t r i c w i r i n g sys ta i i c o n p l e t e , Hie v/hole of Uie .woric s h a l l be c t i r r i ed out s t r i c t l y i n accordance witli tlie l o c a l aut l ior i t i e s ' By-Laws and tlie e l e c t r i c a l c o n t r a c t o r i s t o o b t a i n a l l p e n n i t s f r a n tlie supply a u t h o r i t y and a r range f o r a l l inspec t . ions r e q u i r e d .

2. Supply; Arrange for a mains supply t o tlie bu i lc l ing . 3 . Boards: Provicto and s e t up as r e q u i r e d one meter

board and case witli a l l necessary equipment t he reon n e a t l y l a b e l l e d . Provide and s e t up where d i r e c t e d by b u i l d e r , a swi td iboa rd p a n e l witl i a l l necessai-y fu se s , s w i t d i e s and main s w i t d i e s p r o p e r l y mounted and. l a b e l l e d , and hinged-'on one s i d e . This pane l can be caitoined v/itli d ie meter board i f convenien t .

4. L i g h t s : Provide and f i x tlie l i g h t s , s w i t d i e s and power o u t l e t s as l i s t e d on drciwings,

5. F i t t i n g s ; Al lav tlie P,C, 'sum of $ for tlie purchase of an e l e c t r i c i.-ange and a l i o / / t o o r d e r , tcilce d e l i v e r y of and j . n s t a l l same, Al lav t o w i r e up t h e t l i e r n ' o s t a t i c a l l y c o n t r o l l e d h o t wa te r cyJ.indor eleni?.nt, Eia-tli a l l m e t a l was tep ipes and nieta]. f i t t i n g s as r e q u i r e d by the r e g t i l a t i o n s .

6. Ccmpletion: On ca i ip le t ion of a l l v/ork t o f i l l ou t eind p r e s e n t t h e a p p r o p r i a t e . c e r t i f i c a t e t o t h e p r i n c i p a l c o n t r a c t o r , who w i l l only au'dioriije tlie connect ion of paver once a l l payments pu r suan t t o tlie c o n t r a c t documents a r e p a i d t o t h e i r o f f i c e .

^Dfainage Permit No.

REGISTERED DRAINLAYER'5 APPLICATION FOR DRAIN TEST

TO: TAURANGA COUNTY

PLEASE ARRANGE: AN APPOINTMENT FOR DAY .3!yiA?_ !?'_ J?.:7„^J1_- TIME - / ^ — i ^ -(24 hours Notice required)

The drainage work as shown below

at (Location) XV^ OKo\r£

f o r (Owner) ^ . H u f L n AoKJi^

Regd. C r a i n l a y e r j W . W, K.£L.UW l - f P

Pos ta l Address: p.c- Z5« > / "J "^

?H g i I t 3

' ^ S U f L ^ f J O - ^

Date: ^ " V ^ 7

IS COMPLETED AND READY FOR FINAL INSPECTION.

PLAN DF SYSTEM: IMPUWIANf

CONFIRMATION OF APPOINTMENT

By: Phone No.:

2 4 H O U R S N O T I C E MUST BE jGWEN HFGR "^RAII(JAGE TEST ' APPOINTMENTS. t t I

Work inspected and passed by INSPECTOR

This plan of completed job needed by inspector, day before t

Sfi-.

est.

TAURAMGA COUMTY COUNCIL

APPLIdkTIOW FOR COWWBCTION TO SBWBR

| ^5Uô—^^^- \

I

3 > ^ ^

The County Engineer, Tauranga County Council, Private Bag, TAURAMGA.

I hereby apply for a sewer connection to the Council's Sewerage System from my property described hereunder and situated on X. V ^ ^ / f o t / ^ Road.

DESCRIPTION OP PROPERTY

Assessment Roll i i o . (^^<=^^^^^f^ Area: ^ ^ ^ 7

Description as per Roll ^.-^^-"^ A-C/T' / d ' f i>

I forward herewith the sum of $15 being connection fee.

/io7?/\//^y ^ ^ r / ' (Pull Name of Ratepayer)

Address ^ ^ -^$Â ^>$^7

/ /9^///^/9/^6/^

(Applicants Signature)

Builder / Adent Occupier OMier /

Date : __/3_£j\<iJ_Z

l U ^

Men

(IP THE APPLICANT IS NOT THE RATEPAYER, the consent of the Ratepayer must be obtained - see below).

To be completed In all cases where the applicant Is not the ratepayer I, being the ratepayer In respect of the above-described property, hereby approve the above application, and request that demands for sewer charged be rendered to me.

FOR OPFICE USE ONLY

Connection fees received s't»S^5

To be completed In all cases where the applicant Is not the ratepayer I, being the ratepayer In respect of the above-described property, hereby approve the above application, and request that demands for sewer charged be rendered to me.

on /'Z / ^ / I S " ^ ! and Receipt

No. ^ ^ Issued

Authorisation:

Ratepayer's Signature COUNTY ENGINEER

Date: / /19

NOTE: Accounts for sewerage will be rendered to the ratepayer In all cases unless other arrangements are made with the Council

0060U

Application for BUILDING PERMIT (See Building By Law requirements on back of this form)

TAURANGA COUNTY COUNCIL PRIVATE BAG, TAURANGA.

To the COUNTY ENGINEER, I hereby apply for a Building Permit to

TYPE ERECT, ALTER, REPAIR, ADD TO, RE-ERECT or REMOVE

House, Flats, Commercial Units, Shed, Garage, etc.

At LOCATION / ? < > : ' ^ ^ ^ ^ . :

For OWNER Name. / ^ . . r . . ' ^ . . . . . / f : . . . . / ^ ^^ . f ^^^^^^^ Phone No - ^ . ^ ^ . 6 FEES PAID BY:

Postal Address. TIMBERCRAFT Tl^V-y^J

By BUILDER Name .P:2- . .9. ...§ .? Phone No. Tauranga

Postal Address Phone..85rD99. ^

SUBMIT IN SUPPORT OF THIS APPLICATION

Step 1. 1 SITE PLAN, plus 2 PLANS, plus 2 SPECIFICATIONS.

Siting of Building on Section Framing and Footings Distance from All Boundaries Reinforcing

Materials, Size, Spacing

Step 2. LOT No. / ^ l DP.{9). . . .^^.4.^.

VALUATION No .(?.5.9.^.. ' . .^. '^.^... .(<?^ SECTION No Allot No Block No Survey District Area....^<r-^.6<^/^ Riding ..

LEGAL DESCRIPTION See By Law 2.5.2. on back of this form.

Step 3. I DO REQUIRE VEHICLE CROSSING I DO REQUIRE WATER CONNECTED

(DELETE IF NOT APPLICABLE)

J^<^'J AREA OF BUILDING C/.Sr..'.*? Sq.m. Exterior measurement

FOR OFFICE USE ONLY

Step 4.

ESTIMATED VALUE at the discretion of the Engineer

5 3Ô02 'OO BUILDING

PLUMBING

DRAINAGE

$

$

TOTAL 'J.£l.o7... Levy

Step 5.

Step 6. PLUMBING AND DRAINAGE ON

SEPARAtE FORM

PLEASE SIGN:

Applicants Signature

Date of Application.... . .d.k:

FEES

$ Z.QU.r:^

$ ..::1L:.Q.Q

$ ^..Q.^:^

%...U.7^.0 [ l o - 5 ' ^

$ ./...8..7.r..<?^

$ ^....

$

%1^.^.9.0

Permit or Ref. Ho.isaS'iM''622S

Water f ( ^ - " ^ ^

Crossing

Kerb Deposit

REC. No. /6 7/ Date

BUILDING INSPECTOR:

Plans and Specifications Approved.

us^.l.:.l..P TOWN PLANNING OFFICER

Compiles with Town Planning Scheme

Date..:r^...<...>...rr^

Wi, ; , . . .1 3255

Extracts from:— N.Z. STANDARD MODEL BUILDING BY LAW NZSS 1900

CHAPTER TWO — BUILDING PERMITS (Adopted by Tauranga County Council as County By Law, June 6th, 1968)

"ERECTION OF A BUILDING" includes (he re-erection of a building and the reconditioning of a building and the making of any alteration, repair, or addition to any building heretofore or hereafter erected and the removal, either in whole or in part, of a building from any place within or without the Council district to any place within such district or from one position to another position on the same lot of land, and "ERECT" has a corresponding meaning. Provided that maintenance work other than structural shall not be deemed a repair.

BUILDING PERMIT REQUIRED 2.1.1 No person shall erect or commence lo erect any building without first obtaining a building permit from the Engineer. 2.1.2. No person shall cause or permit the commencement of the erection of or the erection of any building if a building permit in that

behalf has not first been obtained from the Engineer.

APPLICATION FOR PERMIT 2.3.1 Any person desiring to obtain a building permit shall make application at the office of the Engineer on the form provided for

that purpose. The applicant or person acting on his behalf shall complete the form by filling in the particulars and signing the form.

CONTENTS OF APPLICATION 2.4.1 Every application shall set out:

(i) The legal description and particulars of the site. (ii) The full name and address of the applicant, and of the person for whom the work is to be done, the locality of the proposed

work, and the estimated value of the work. 2.4.2. Where nol clearly shown or stated in the drawings and specifications required under clause 2.5, the following information shall

be given as a signed statemeiit on, or attached to the application form. (i) The proposed use or occupancy of every part of the building.

PLANS AND SPECIFICATIONS 2.5.1 Together with every application there shall be submitted to the Engineer, in duplicate, detailed plans, elevations, cross-sections

and specifications, which shall together furnish complete details of design and qualities and descriptions of all materials of construction and workmanship, and which shall be of sufficient clarity to show to the satisfaction of the Engineer the exact nature and character of the proposed undertaking and the provision made for full compliance with the requirements of this bylaw and any other relevant bylaw for the time being in force.

(i) For every building, except as set out in clause 2.6, with a framework or bearing-wall system wholly or partly subject to structural design under this bylaw, and in every other case where the Engineer may reasonably require it, there shall also be submitted to the Engineer such stress diagrams, computations, and other data as are necessary to show that the design complies with all the requirements of this bylaw and any other relevant bylaw in force:

(ii) Computations shall be preceded by a brief report describing the bracing system and integration of the structure and the manner in which the designer expects it to function with a clear statement of all assumptions such as materials, stresses appropriate to the standard of supervision, and live, wind, and seismic loadings. Computations shall include a summation of dead, live, seismic, and other required loadings, fioor by fioor, and calculations of bents (or the equivalent) in each direction, and of any special features:

(iii) Drawings of reinforced concrete work shall show clearly the dimensions of all members and the size, length, shape, position, and overlap of all reinforcement:

(iv) Drawings of structural steelwork shall be complete working drawings showing in figured dimensions the exact length and position of each part in such detail that the steel may be supplied and the work fabricated from such drawings:

(v) Detailed drawings shall be in such form and on such scale as the Engineer may consider necessary to ensure certainty of interpretation.

(vi) All drawings other than detailed drawings shall be accurately, clearly, and indelibly executed to scale and shall be drawn in ink upon drawing paper or tracing cloth, or printed upon cloth or approved paper. Except in the case of detailed drawings all drawings shall be to scale of '/«in. or '/iin. to the foot.

2.5.2. The drawings shall be accompanied by a locality plan. This locality plan shall be drawn to scale and shall show the site of the building, together, with the land, streets, private streets, public places, private ways, public reserves and buildings immediately surrounding the site, and shall be sufficient to enable the Engineer to locate the precise situation of the site not only relative to the boundaries of its own land, but also relative to any buildings erected upon immediately adjoining lands.

2.5.5, In addition to the structural details, etc. required, the plans and sections shall show as regards every fioor of the proposed building, the dimensions of rooms, the situation of fines, fireplaces, stoves, and chimneys, and the position of all the several parts of the building and every water closet, fuel store, washhouse, and all other appurtenances. The plan and section shall further show the proposed means of water supply, and the level of the lowest floor of the intended building and of the yard and ground belonging thereto, and also the means whereby it is proposed to deal with all stormwater and drainage,

2.5.6. When lodged, the application and drawings and other documents accompanying the application shall become the absolute property of the Council.

NOTE—Specifications should covci types, grading, spacing (centres) and sizes of materials. It is important that the position of existing foul drainage (especially gully traps, tcuninal vent, etc.) should be shown on the plans.

PERMIT MAY BE WITHHELD (without further notice) until Applicant fully complies with the above requirements.

Application for PLUMBING — DRAINAGE PERMIT

To the CHIEF INSPECTOR, TAURANGA COUNTY COUNCIL, Private Bag, GREERTON, TAURANGA,

I hereby apply for a permit to carry out Sanitary Plumbing and/or Drainage Work described below:

1 OWNERS NAME

Postal Address

f<..r.f^y../:./^.^.-r../c>'^.^. PhoneNo.....^.tf.'

PLUMBê^ /T . ^^^ f ' : ^ . ' " . . ^ ? ^ . . . Reg No

Postal Address

Phone No.

DRAINLAYE

Postal Address

Reg No Phone No.

PERMIT FEES PAYABLE BY .

2 JOB LOCATION

Address /L^^.... (^ .(4.

Lot No /.i.i-f. . . ^ . DP(s)Na... . " ^ ^ ^ I ^ ^ . Val.No. (Rate Demand).

3 DESCRIPTION OF WORK

Sanitary Plumbing and/or Drainage of new dwelling

Sanitary Plumbing and/or Drainage for alterations

or (describe extent of work in detail)

t^ tick vl

4 Where this application does not form part of a building permit application a plan showing floor layout and location of fittings must be provided.

OFFICE USE ONLY

5 ESTIMATED COST OF LABOUR

PLUMBING $ i c > 2 ^

DRAINAGE $ l f Q { )

Applicants_Signature.

Date ..

Bayprint—16522

FEES PERMIT Nos.

$ 7t- 00 i o S ' i i n - K21S

$ J ^ J ^ /?. /(,7i $ \ l ^ ^ ^ 1 3 - ^ n

APPLICATION WORK INSPECTED

APPROVED APPROVED

Inspector Inspector

Date Date

C h e c k S h e e t : V J PIM and/or (For Office Use Only) > r-X

Building Consent P R p C l i i W ® ® I f ] Certificate of Accept tance Tauranga Oty

Received Date:

odgerpent 'a?o Rec: ôo$^y Date:

PIM Nd l O - t f - C g ; , B C N o r 9 M l l Issued: <M-'Cj, - C ^

COA No: Issued:

Officer r

Vetting $ Admin Planning Dev. Engineer Health Trade Waste Haz. Sub. Building Plumbing Structural Consultant Admin

Initial

^ \ . i2>^^^

> = ^

Date Approved

\^ u- i ) iL i . u • <^<-:i,

m .-^ -or -^

Date Info Requested

Date Info Received

• •v<v,w<>.^> i iy . • . . . » , .

Processing Time

- ^ \

/ / ( \

O

ADMINISTRATION USE ONLY

Easement: Yes / No

Plan Processing Fee Bldg Inspection Fee

$ $

Compliance Schedule: Yes / No

FIM Planning Fee PIM Dev. Eng. Fee Total PIM Fee

$ $ $

Bui ld ing Impact Fees

Government Levies

SIF Fees (PTO for Codes)

BC Condit ions Yes / No

Issue B/C Issue PIM Issue CCC Plan Processing Fee Inspection Fee Inspection Fee Comnnercial Compliance Schedule Xing/Asset Bond Asset Dev. Inspection Fee Water Con Inspection Fee Process PIM BIF Wastewater BIF Water Supply BIF Com Infrastructure BIF Reser\/es BIF Roading BRANZ Levy BIA Levy Total Additional Fee TOTAL FEE Less Lodgement Balance Owing

IBC IPI

CCC BIN BEX BEC COM VCB ADIF

106 PIM

BIFW BIWS BICI BIRC BIRD

103 BIA

LOD

Fees (GST Incl.)

$ t s - 1 $ i ^ c ^ -$ t : ^ -$ $ IC iH $ $ $ $ $ $ $ $ $ $ $ $ $ $D~to — $ $ $ " ^ T - ^ -$

Invoice Number:

Receipt Number:

S^bM-^q

S o o ' ( o " ~ l

Date:

I I I - M - * O ^

" . U- • O S ^

Amount :

$

$ r5)*^c:) • ^

Betfilehem

BHH20 BHWW BHSW BHRD BHCI BHFR

Water Wastewater Stormwater Roading Com Infrastructure Reserves % Total (inc GST)

xNo. $

Pyes Pa

Otiauiti xNo. $

0HH20 OHWW OHSW OHRD OHCI OHFR


Welcome Bay xNo. $

WAIH20 WAIWW WAISW WAIRD WAICI WAIFR


Papamoa

Landscaping Impact Fees

LIFJ LIFM

Judea Mt Maunganui Total (inc GST)

West Bethlehem

PYH20 PYWW PYSW PYRD PYCI PYFR


xNo. $

PAPH20 PAPWW PAPSW PAPRD PAPCI PAPFR


X No. $

1 WBHH20 WBHWW WBHSW WBHRD WBHCI WBHFR


xNo. $ '

WestPyes Pa xNo. $

1 WPYH20 WPYWW WPYSW WPYRD WPYCI WPYFR


Wairakei

1 WRKH20 WRKWW WRKSW WRKRD

Water Wastewater Stormwater Roading Total (inc GST)

Tauriko

1TK0H20 TKOWW TKOSW TKORD


Pyes Pa Business xNo. $

BUSW BUSWW BUSSW BUSRD BUSFR

Water Wastewater Stormwater Roading Reserves Total (inc GST)

IVIt Maunganui Infill X No. $

MTH20 MTWW MTCI MTFR

Water Wastewater Com Infrastructure Reserves % Total (incl GST)

Tauranga Infill xNo. $

TGH20 TGWW TGCI TGFR

Water Wastewater Com Infrastructure Reserves % Total (inc GST)

Application for

Pro jec t I n fo rma t ion M e m o r a n d a and/or

Building Consent - Minor Works Section 33 and/or Section 45, Building Act 2004

The Building

Street address of building: [for stwctures tfiat do not have a street address, state ttie nearest street intersection and the distance and direction from that intersection]

Building name: fit applicable]

Location of building within site/block number: [include nearest street access]

Level / unit number: [If applicable]

Current, lawfully establislied, use:

Year first constructed: [approximate date is acceptable eg: 1920s or 1960-1970]

TauranâOly

Tauranga City Council

Private Bag 12-022 Tauranga

Phone 07 577 7000

Fax 07 577 7034

Website www.tauranqa.oovt.nz

Q 1 dj [ j j j n C^coiJe. '^h'yh.v-'oo.

Legal description of land and where building is located: Lot fsfafe legal description as at the date of appiication and, if the tand is proposed to be subdivided. Include details of relevant iot number and i j subdivision consent]

iS>^£ DPSNo.s-jf^-^^/fyoW DPS No.

^ S / d ^ ( ^ ^ ) ^ 3 ^ (

TIlG O w n e r [AH contact details must be in New Zealand]

Name of owner: [Names must be in full]

Contact person: [if owner is company, tmstee or similar)

Owner's Mailing address:

Street address / registered office:

Phone numbers

Email address:

yicjryiz. i ..fe>2...... ^?5?...fe^^^^^ td.* ...'.'..

..U2...... .......... .. ^..1^..^...'..... . ^ ^ 1 \^^3Ct\^

Landline 02_525 . . . k . i . . 2 . - l Mobile o 7 , L 2 a 5 ' 6 ^ 4 ^

Fax Afterhours g;7_S.2'^.yj7...7r....

Evidence of ownership is attached to this application:

I I Certificate of Title I I Lease I I Agreement for Sale and Purchase ^€foih other document

[for office use] ^ <l \ - ^ r Application No: . . .^. . . fr . . . \ . . . i A - File No. ^ . ^ . 6i.O.Q.\.k.7..

http://www.tauranqa.oovt.nz

Agent/Contact Person [Only required if application is being rnade on behalf of the.ewner]

Name of agent:

Contac t pe rson : [Ifagentls a company, twst or similar]

Agent's Mailing Address:

Street address / registered office:

Contact numbers

Email address(es):

Landline

After hours

Ttie agent/contact person as nominated above is to receivjettie following

I I Processing enquiries L J Building Coi

[Please f/c/c box:]

Solid Fuel Heaters [Sfafe model, make and if inbuilt or freestanding]

I I Demolition / Removal [Sfafe fype of building being removed]

D D

Sewer / Stormwater Connection

Marquee [Sfafs d::tis Marquee i i to bo erected and removed]

( ^ ( ^ £ ^ t L . ^ < ^

Intended life of the building if less than 50 years:

Estimated value of the building worl< on which the building levy will be calculated

[no. of years]

"S^'o - o o JinciGST]

or

Privacy Information

Pursuant to the Privacy Act 1993 the following information is brought to your attention.

This document collects personal information about you and is collected pursuant to Section 33 and/or Section 45 of the Building Act 2004. Pursuant to Section 216 of the Building Act 2004, the Information contained in this document will be made available and passed on to the public on request.

The information contained in the document is being collected and held by the Tauranga City Council. You do have the right of access to and con'ection of this infomiation subject to the provisions ofthe Privacy Act 1993.

Pursuant to Section 217 of the Building Act 2004 the building owner may request the plans and specifications be mari<ed confidential for the purposes of copyright or security. Such a request must be in writing and addressed to:

Group Manager Environmental Services Tauranga City Council Private Bag 12 022 Tauranga

TCC Ref: 792071

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DEVELOPMENT CONTRIBUTIONS

Application no: BC 50725

Site location: 47C LYN GROVE LOT 184 DPS41262

IRIE LTDC/O GLENN FYFE22A CARYSFORT STREETMOUNT MAUNGANUI 3116

Date: 12/09/2014

No development contributions required

The above building consent has been assessed against Tauranga City Council’s Development Contributions Policy.

It has been determined that the proposed development does not generate a demand for reserves, network infrastructure or community infrastructure and therefore no development contribution is required.

For further information on Tauranga City Council’s Development Contributions Policy please visit Council’s website www.tauranga.govt.nz or request a copy of the Development Contribution Policy from the customer service centre.

On behalf of Tauranga City Council

Ana GirvenDevelopment Contributions Technical AdvisorCity Planning and Growth

http://www.tauranga.govt.nz

GoGet Processing Summary Report Consent No: 50725 Checklist/Elements Status Notes

PIM

• | Development Engineering ^ Ground conditions

Services

Building Category and RBW Preliminary matters

Building category inserted in Building Class field Designer LBP recorded on Goget

PIM checked

Timber Floors/Decks Timber Floors & Decks

Acceptable Solution

Sub floor bracing Calculation

Pile layout showing anchor/braced piles Footing sizes and depths shown

Pile/jackstud specification - size/treatment level Bearer and/or stringer size/span/treatment

Joistsi ze/s pa n/trea tment

Insulation Framing

Minorworks wal l / roof f raming Wall framing

Pass

Pass

Pass Ground NZS 3604 compliant Pass Reticulated water & waste water

On site stormwater disposal required Pass

Pass Pass

Pass

Pass

Pass

Pass

Pass

Pass

Pass Pass

Pass

Pass

Pass

Pass

Pass

Pass

Pass

Roof Framing

Durability

Durabil ity - Structure Acceptable Solution Access for services if required

Surface Water

Surface Water

Pass

Pass Pass Pass Pass Pass Pass

Rl

Design 2 Ground conditions "good ground" as per NZS 3604

NZS 3604

NZS 3604 nominated. Sub floor bracing calculations demonstate compliance with NZS 3604. Anchor piles detailed to corners of extension. Ordinary piles - 400x400x300mm Anchor piles -400x400x900mm 125x125mm H5 piles

RFI: It appears your bearers do not comply with NZS 3604 table 6.4. Please review.

Thedesigner has reduced the loaded dimension by moving the outer piles 200mm towards the centre of the dwel I ing. Joists sized to 7.1 accordingto span, floor loading and in service moisture content. Sisalation foil nominated.

NZS3604 compliant framingand lintels, sufficient wall bracing shown.

RFhThe lintel fixings for bifolds to livingand diningarenot sufficient when calculated using MiTek onsite guide. Please review.

The lintel fixings are now typeG, which are sufficient.

RFI: Please provide detail of bottom platefixings.

Bottom plate to timber floor notes have been added. Trusses designed by Placemakers frame and truss Waikato/BOP to Bl /VMl . Roof braced with two pairs of strap bracing. Hl.2 to truss members, purlins fixed with 2/90x3.15mm gun nails.

B2/AS1 Access provided to subfloor to access water traps.

Printed 7 Oct 2014 2:57pm Consent 50725 Page 1

Checklist/Elements Status Notes Acceptablesolution Pass

Roof Cladding Pass

Profi led Metal /Other Roof Pass Acceptablesolution Pass

1 ^ Pitch OK for specified cladding Pass Soffits/verges of projecting eaves closed in Pass Underlay (E2/AS1 Tab 23) Pass

Wal l Cladding Pass General (All Cladding Systems) Pass

Acceptablesolution Pass

Check risk matrix Pass Clearance to paved/unpaved ground and Pass decks Building wrap suitable for cladding Pass

Timber/Fibre Cement Weatherboards Pass Acceptablesolution Pass

Fire Pass

Fire - Single Dw/ellings Pass

Access Pass

Access - Single Dwellings Pass Acceptablesolution Pass Stairs within design limits (Dl/ASl TableS Pass & Figure 11)

Inter ior Features All Buildings Pass

Internal Moisture Pass

Acceptablesolution Pass R values achieved in habitable areas (P/S Pass to confirm on installation?)

Hazardous Building Materials Pass Acceptablesolution Pass Glazing standard specified Pass (Identify )

Vent i lat ion Pass Acceptablesolution Pass

Natural Ught/Outside Awareness Pass Acceptablesolution Pass

Energy Efficiency Pass

Housing and Buildings <300m2 Pass Acceptablesolution Pass other (>50% total glazing) to achieve BPI Pass <1.55

El/ASl

E2/AS1 15° Pitch. 4.5mm Hardiflex, timber fascia. Self-supporting underlay specified.

E2/AS1 James Hardie weatherboard directfixed. Risk matrix score of 2. As per E2/AS1

Thermakraft Watergate plus specified.

E2/AS1

Dl/ASl The deck and stairs work is not part ofthis building consent and an advice notice has been added stating the requirement that the works to be completed by time of final inspection to comply with NZBC Dl

E3/AS1 R1.3 to floor, R2.2 to walls, R3.2 to ceilings.

F2/AS1 NZS 4223

G4/AS1

G7/AS1

Hl/ASl Calculated using ALF v3.2

I am satisfied on reasonable grounds that the provisions of the Building Code wi l l be met if the bui lding work in relation to the attached application is properly completed in accordance w i th the attached plans and specifications.

Signed: 2 ^ Garth Carruthers

Date: 7 October 2014

Printed 7 Oct 20142:57pm Consent 50725 Page 2

TAURANGA CITY COUNCIL BUILDING INSPECTIONS Consent No: 50725

Site Address: 47C LYN GROVE PAPAMOA BEACH

Owner/Agent: TYLER, JOEL JOHN

Building Category:

Inspections Required The inspections below will need to be completed to the satisfaction of our inspectors before a Code Compliance Certificate can be issued. The inspections listed have been paid for. Payment for additional inspections may be required before the issuing of the Code Compliance Certificate.

To call for inspections please phone 578 6666.

Keep the full set of stamped approved plans and specifications on site, including the fire design where appicable, and engineers designs. Inspections will not be done where plans are not available. Call for inspections well ahead of time to secure an appointment. At least 2 clear working days notice is the minimum requirement.

Request a final inspection once the building work has been completed and all documents requested are in your possession. Remember that it is an offence to occupy a public building that has not had a CCC issued or hand over possession of a dwelling.

Inspection Types 1 Subfloor

1 Fixing/Framing 1 Pre-Cladding (Direct Fix) 1 Preline - Minor works 1 Solid Fuel Heater 1 Final Inspection

6 Total Inspections

Timber pile foundations and subfloor same inspection.

Wall and roof framing before wall/roof clad

Once installed to manufacturers specifications On completion of all works

Producer Statements Required Provide the inspector who is carrying out the final inspection the following documentation for the listed building elements on completion.

The author ofthe statement must be clearly identified and the authors qualifications listed. The author must sign the statement.

Energy certificates (Electricity/Gas) should be on the prescribed forms.

The statement must referto the means ofthe compliance with the NZ BuildingCode, e.g. a recognised standard or appraisal, pre-approved specific design or manufacturers specification. Reference to contract documents alone is not acceptable.

Application for CCC (Form 6) Electricity Drainage As Built Insulation including "R" values R2.2to walls, R3.2to ceiling. Trusses and Truss Plan Asbuilt Truss manufacturers producerstatement

Printed 7 Oct 2014 2:56pm Page 1

Licensed Building Practitioners The following Restricted Building Work must be carried out or supervised by a registered Ucensed Building Practitioner (LBP) and a Record of Building Work form signed by each LBP is required at the completion of the work.

Carpentry

Foundations Timber piles

External Cladding James Hardie weatherboard direct fixed. Roofing Coloursteel corrugate.

Advice Notes The proposed deck by others needs to be completed at time of final inspection to comply with NZBC Dl as this is the main access to the dwelling.

Due to the size ofthe proposed covered deck by others, it appears i twi l l require a building consent.

Printed 7 Oct 2014 2:56pm Page 2

GoGet Consent Time Report

Consent No: 50725 Date Processing/Inspection Type Status Inspector Time Processing 6 Oct 2014 Processing

7 Oct 2014 Processing Garth Carruthers

Garth Carruthers

65

30 SUBTOTAL: 1:35 TOTALS: 1:35

Printed 7 Oct 2014 2:57pm GoGet Office Page 1

PIM / BCAN DEVELOPMENT ENGINEERING CHECKUST Property Address: ...L. O< ...G:v7t>v/e. NO:

CHECKLIST

Land Feature (FE) Register (Ozone) Consent Notice Others . . < ^ . ^ f ^ . . .îC^dfJ^c

Technical Library (Soils Report) Number Site inspection required Site visit carried out Slope of site excessive (20° or more) Evidence of slippage Evidence of subsidence or poor bearing capacity Site affected by inundation (sea level rise, flooding) Site affected by erosion Site affected by falling debris Site affected by exceptional wind effects (windzone) Sea spray zone Soakhole decommissioning zone Earthquake Prone Building register (at risk if assessed below 33%) refer dataworks activity Building - Earthquake

Close Proximity to Council Main - sewer, water, stormwater (circle applicable service(s))

Easement in Gross (requires CE approval)

Complies with Code of Practice Sec 72 Building Act 2004 required

NOTES:

^îi/Njo YESâS^

TLr^ " Y E ^ ^ Date: YES/t^NA YESy<ia5Â YESi®3/NA YESiC^/NA YESI^/m YES/^/NA YES/#/NA YES/m/m YEsim/m

YE

Y E S / N O / ^ YES/NO/W

CONCLUSION

Geotechnical report required: Owner notified

Specific design foundation required? Owner notified

YES^^NA Date:

YE Date:

7NA

From information currently held by Council the site is suitable for^^^^^NO/NA conventional development?

G...{M^.... DEVELOPMENT ENGINEER I DATE

TCC Ref: 6616190

Received Date • I U - I Lodgement S ^ Q P • "Receipt No. ( j ^ L ^ | Receipt Date " ^ • / L | " V icciiofil " i i l II . Rr; Mn'~V*\"7'*'"t^ Issued 2>v\ioi \M- ' '"''^^ I ICCHOH P\MUdrD"l'^ Issued' •^Îtoll^ BC N^^flZS COA No. Issued

Vetting

Approved to Issue

Date Approved

•' |tf Date RFI Requested

ClockOFF Date RFI Received

Clock ON

Administration

Legal

Planning lz)co|H- (1)

(4) (3)

Development Eng (1) (2) (1)

6 ^ (3)

Health

Trade Waste

Hazardous Subs

Building Of AO b i o (2)

(3) (4) (3)

Altered Plans

Plumbing (1) (2)

Structural (1) (2)

Consultant

Administration Total Processing Time

Issue B/C issue PIM/lssue Advice Note .Jpi/IAN Issue CCC Plan Processing Fee Inspection Fee

; B C

CCC BIN • BEX (a

Fees (GSTincl) $ 1 2-0

i a 2 $

- 1 5 0 Compliance Schedule Yes / No Compliance Schedule COM

Asset Bond VCB PIM Planning Fee Bond Processing & Inspection Fee ADIF PIM Dev. Eng Fee Total PIM Fee $ i90-~OO

Water or Drainage Connection Application Fee 106 Process PIM/Plan Development Eng Assessment

Building Impact Fees BIF Water Supply BIWS BIF Wastewater BIFW BIF Com Infrastructure BICI BIF Reserves BIRC BIF Roading BIRD

Government Levies BRANZ Levy 103 MBIE Building Order Levy BIA $ S o • ^ L S

BCA Accreditation Levy BCA $ j ^ e c o Earthworks Monitoring EMON $ Total

SIF Fees (PTO for Codes) Additional Fee Total Fee $

BC Conditions Yes / No Less Lodgement Balance Owing

LOD $ e>oo $ Z i ~7 5 - "7 O

Invoice Number IO 2. s - j ^ S Date "7 - / O - :2 o f >^ Amount $ .2 I ~7 5" • "1 O Receipt Number Date Amounts c ^ \ " ^ S - ^

Last Updated: 21/05/2014 TCC Ref: 3160066

Bethlehem

BHH20 BHWW BHSW BHRD BHCI BHFR

Water Wastewater Stormwater Roading

X No.

Com Infrastructure Reserves Total (inc GST)

West Bethlehem Block D X No.

WBHDH20 WBHDWW WBHDSW WBHDRD WBHDCI WBHDFR

Water Wastewater Stormwater Roading Com Infrastructure Reserves Total (inc GST)

Pyes Pa

PYH20 PYWW PYSW PYRD PYCI PYFR

x No. Water Wastewater Stormwater Roading Com Infrastructure Reserves Total (inc GST)

West Pyes Pa

WPYH20 WPYWW WPYSW WPYRD WPYCI WPYFR


Ohauiti

0HH20 OHWW OHSW OHRD OHCI OHFR


Welcome Bay x No.

WAIH20 WAIWW WAISW WAIRD WAICI WAIFR

Water Wastewater Stormwater Roading Com Infrastructure Reserves Total (inc GST)

West Bethlehem (per ha) excl Block D X No. $

WBHH20 WBHWW WBHSW WBHRD WBHCI WBHFR

Water Wastewater Stormwater Roading Com Infrastmcture Reserves Total (inc GST)

Wairakei (per ha) area B X No.

WRKCI WRKH20 WRKWW WRKSW WRKRD WRKFR

Com Infrastructure Water Wastewater Stormwater Roading Reserves Total (inc GST)

Papamoa x No.

PAPH20 PAPWW PAPSW PAPRD PAPCI PAPFR

Water Wastewater Stormvvater Roading Com Infrastructure Reseri/es Total (inc GST)

Tauranga Infill X No. $

TGH20 TGWW TGCI TGFR

Water Wastewater Com Infrastructure Reserves Total (inc GST)

Tauriko (per ha) Catchment B1 X No.

TKOH20 TKOWW TKOSW TKORD


Southern Pipeline Wastewater

SPWW Wastewater

Per 100m2 gross floor

Last Updated: 21/05/2014 TCC Ref: 3160066

6c Project Information Memorandum Checksheet PIM No.

Vetting Officer: If the proposed building work is of minor nature, please provide standard information and complete process in readiness for the PIM to be issued.

Are any other consents required? Yes / No Details of authorisations which have been granted Yes / No Historic Places Trust has been notified Yes / No Date Notified

Circle if applicable / Cross if not applicable

X PIMA

P1M2A

A REGISTERED SURVEYOR, EMPLOYED BY THE APPLICANT AT THE APPLICANTS EXPENSE WILL BE REQUIRED TO DEMONSTRATE THAT THE BUILDING COMPLIES WITH THE MAXIMUM HEIGHT AND OVERSHADOWING REQUIREMENTS OF THE CITY PLAN. WRITTEN CONFIRMATION IS REQUIRED PRIOR TO THE CLOSING IN OF THE BUILDING. A RESOURCE CONSENT WILL BE REQUIRED FOR ANY ENCROACHMENT INTO OVERSHADOWING AND/OR YARD REQUIREMENTS IDENTIFIED AFTER THE ISSUE OF THE BUILDING CONSENT. The building as depicted in the attached plans does not comply with the City Plan. Therefore, ifthe project is to proceed the following authorisations are required: A Resource Consent for:

Therefore, the following restrictions under Section 37 Building Act 2004 will apply until the Resource Consent has been obtained:

• No building work to which the above consent relates may be undertaken.

Q Building work to which the above consent relates may be undertaken only to the extent specified herein:

PIM2B

PIM3 PIM4

PIM

PIM6

P1M7

PIMS

P1M10

An Outline Plan Approval (Resource Management Act 1991) application is required.

The building is to be erected and used in accordance with the attached Resource Consent conditions. Development Contribution Fee(s) together with Building Consent Fees and charges are to be paid before the Building Consent is uplifted. The Tauranga City Council Roading Hierarchy Plan showing the existing and proposed roading network is attached. For further information, please refer to the City Transportation Group, Tauranga City Council. Should an archaeological site be found on the site during excavations, the owner must apply for authority from Historic Places Trust prior to destroying, damaging, or modifying any archaeological site. Further infonnation can be obtained by contacting the duty planner. Should koiwi (human remains) be uncovered during excavation, please contact the Tauranga City Council to arrange for tangata whenua to be advised and appropriate steps taken for reburial.

Site is suitable for proposed building subject to confinnation of ground conditions at time of footing inspection. Normal precautions adopted for excavation and filling within the Tauranga area should be observed. Excavation faces near to boundaries or other structures, which are over 1.5 metres high, should generally be retained by walls designed in accordance with the New Zealand Building Code and fill, in excess of one metre deep, should only be placed under the guidance of a Registered Engineer. For a slab on grade floor where the fill exceeds a depth of 600mm from the existing building platform to the underside of the slab, it will be necessary for a geotechnical engineer to investigate the underiying soils to a depth of approximately twice the width of the fill. A Building Consent is required for retaining walls 1.5 metres in height or greater or irrespective of the height where there is likelihood of surcharge from buildings or vehicles. Excavations for the construction of retaining walls shall be contained within the legal boundaries of the lot, unless consent of the adjoining owners is obtained prior. In undertaking site earthworks, care should be given to maintaining support to adjoining properties.

The on-site effluent treatment system shall be designed, constmcted and maintained to comply with the requirements of Environment Bay of Plenty, under their "On-site Effluent Treatment Regional Plan". A reserve area shall be set aside on each lot for installing an alternative soakage bed system in the event of failure of the original. For further advice on the matter, please contact Environment Bay of Plenty on telephone 0800 368 267.

TCC Ref: 1800805

PIM11

STANDI

STAND2

STANDS

^ STAND4

0 LISTEDTREE

POLLUTION

O TRADEWASTE

HAZSUB

^ HEALTH

Eel BLDGCON

O - EARTHQUAKE

1^ SWIMPOOL

^ CUTSERVICE

1 ^ SEC 363

3 FIRESERVICE

^ XING

Standard guidelines for the disposal of stormwater by ground soakage on residential lots at Mount Maunganui and Papamoa (exclusive of Bayfair Estate and Matapihi) are attached. In summary, these guidelines recommend that soakpits shall be constructed of three 600mm diameter perforated rings, unless ground water conditions dictate othenwise, which shall not service more than 30 square metres of roof area. Such soakage may be duplicated and inter-connected in parallel if more than 30 square metres of roof is served by a downpipe dropper.

During constmction, the drainlayer shall examine the soils present and, after consideration of ground watS levels and soil compaction present, make a judgement on whether good soakage is present to proceed with construction. Any lease agreement, rights of way and/or easement that relates to the property may require the applicant to obtain the consent of other interested parties to allow this proposal to proceed. Please check the terms of your lease agreement or Certificate of Title. Prior to the commencement of building, you are advised to locate and verify on site, the invert levels of service connections intended to be utilised and any Council pipelines and manholes that are in close proximity (as defined in Council's Infrastructure Development Code) to any building. Vehicle crossings are to be located clear of Council Stormwater Sumps. The attached services plan/asbuilt plan provides the approximate location of Council mains and service connections. Any works associated with public utilities, ie, sewer/stormwater/water which are required outside the legal boundaries of the site require prior approval from the Asset Development Division of the Tauranga City Council. For further details, please telephone (07) 577 7000. Any work on Council utilities must be inspected by the Tauranga City Council's City Development staff prior to backfilling. A SEPARATE FEE WILL BE CHARGED FOR INSPECTIONS. Street Trees - Vehicle crossings are not to be constructed within 2.0 metres of the tmnk or within the dripline of any street tree without the prior consent of the Tauranga City Council's City Arborist. Any costs associated with removing or relocating street trees will be at the sole expense of the applicanL This site or an adjoining site contains a Landscape or Notable Tree identified in the Tauranga District Plan. The Tauranga District Plan contains specific requirements for works undertaken within the dripline of these trees. Please refer to the attached summary. Stormwater Pollution Prevention - The discharge to Council's STORMWATER SYSTEM of any material other than clean rainwater is prohibited. For further infonnation, please contact the Pollution Prevention Officer, Tauranga City Council on phone (07) 577 7000. Trade Waste - The discharge to Council's WASTEWATER SYSTEM of wastewater arising from any trade activity or process may require a Trade Waste Consent. Please contact Glenn Coates, Trade Waste Officer, Tauranga City Council on phone (07) 577 7074 or (0274) 992 784 for further information. Hazardous Substances - Any storage or use of hazardous substances shall comply with the Hazardous Substances and New Organisms Act 1996 and Chapter 18 of the Tauranga District Plan. A resource consent may also be required. Please contact Tauranga City Council on phone (07) 577 7000 for further infornnaticn.

The work is to comply with the Food Hygiene Regulations 1974 and the premises are to be registered with the Tauranga City Council priorto commencing operation. Building Consent will be issued with conditions. Please refer to the Building Consent for specific details of the condifions. The existence of an entry under Section 74 of the Building Act 2004 may limit statutory natural disaster insurance. Refer Clause 3(d) of the Third Schedule to the Earthquake Commission Act 1993. Swimming Pool Water Connection - Pursuant to the Tauranga City Council General Bylaw 2008, it is a requirement of the Tauranga City Council that at the applicant's expense, an appropriate backflow prevention device is installed on the water main servicing the property, in an accessible position for inspection and servicing, at a point as near as practicable to the boundary of the property. Refer to the attached Water Consent for backflow requirements.

All existing service connections are to be adequately terminated and made safe. Water is to be disconnected and plugged at the point of supply by a registered plumber. Sanitary sewer is to be capped at the lot boundary by a registered drainlayer and the position logged from the site boundaries. Any gas service is to be disconnected by an authorised contractor. Application for termination should be made to either ofthe following gas retailers: Contact Energy Phone 0800 363 726 or Natural Gas Corporation phone 0800 800 430. Under Section 363 of the Building Act 2004 it is an offence to permit public use of a building for which no building consent or code of compliance certificate has been granted. The building owner is required to make provision for an evacuation scheme under Section 21A ofthe Fire Service Act 1975. Vehicle c-ossings are to be a maximum width of 4.5m at the kerb.

TCC Ref: 1800805

PROJECT INFORMATION MEIVIORANDUM - Other (cont'd)

LAKES COAST CLUSTER GROUP

South Waikato District Council

Shaping ^Rotorua

BOT@RUA

:)Oti]aDislii(;l Coumil S » r o r \ f | C o n i m u r t i r v

^ KAWERAU j m s i H i r i r o i N f H

Western Bay ol Plenty Disirict Council

GREAT L4KE TAUPO 2attSB*!S!!!SL..

TaurtutfiaCity

RESIDENTIAL APPLICATION FOR A BUILDING CONSENT AND/OR PROJECT INFORMATION MEMORANDUM

Section 33 or section 45, Building Act 2004 Application NO:

PART 1 - APPLICATION (SELECTTYPE APPROPRIATELY)

If you have an existing application number relating to this building pl^se note the number beside the application type:

Project information memorandum 0 Building Consent

• StagedConsent • Amendment

• National multi-use approval (ifyes, provide copies of MultiProof certificate, plans and specifications)

Consent/project Information memorandum to be [ f a i l e d • Collected • Hard copy • Electronic copy - please state desired format

Restricted building work applies from 1 March 2012. Does application Involve restricted building work? QVes • No Ifyes, provide Certificate(s) of design work and Advice of licensed building practitioner(s) form(s).

Financial assistance package (FAP) Is this a reclad application? • Yes {^fô.

Is application subject to a claim under the FAP scheme? • Yes Q^No. if yes, FAPclalm number:

Cultural or heritage significance

Does the building or site have any cultural or heritage significance, or is it a marae? • Yes B ^ o

Is the site subject to natural or created hazards such as erosion, subsidence, flooding, slips, cut and fill or contamination?

• Yes 0^0. if yes, provide details:

1. THE BUILDING (PROJECT LOCATION)

Building name (ifappiicable):

Building street address: 3lld Location of building within the site (include nearest street access):

Legal description ofland where the building is located^ Lf a subdivision ofthe land Is proposed, provide the lot numbers and consent number. , i /Ji^J L°t{s) ' l i A i L , C 4 / 1 6 2 Subdivision lot No:

'^''(^l Subdivision consent No:

Number of levels (include below ground, ground, and above ground): I

Level/unit number (ifappiicable):.

Existing floor area: 1 ) . Area (in square metres):

_Proposed new fioor area: Resulting total floor area:.

Current, lawfully established use of all parts ofthe building (Include number of occupants per levei and per use if more than one level):

— * _ Yearfirst constructed (insertyear, an approximate date is acceptance such os 1920's or 1960-1970): _

Tauranga City Council w w . t a u r a n g a . g o v t n z 11191 WillowStreet, Tauranga 3110! | llPrivate Bag 12022, Tauranga 3143! I llPhone 07577 7000' | Fax 07 577 7034

^^"^^^2014 Version 4 TCC Ref: 5260078

2. THE O W N E R (MUST BE COMPLETED FOR ALL APPLICATIONS AND ALL DETAILS MUST BE THE OWNERS)

Owner's name (ifthe owneris a company or other organisation, provid£.the company or organisation name and a contact person's name): Joe/ i lo Nlc^

Owner's mailing address:. t i ^ lul Street address/registered office:.

Owner's contact details - Landline: _ SIS 7710

Fax: Website:

Mobile: After Hours:

.Email: J . i j l t r - 9 o^nont . c ^7

Q^lease tick here if you prefer to be contacted by email

Proof of ownership (attach one of thefollowing as evidence):

0Xopy ofthe land title (Computer register, Certificateof Title, CTor property title) - no more than three months old

• Lease • Agreement for sale and purchase • Other documents

3. AGENT(ONLY REQUIRED IF APPLICATION IS BEING MADE ON BEHALF OF THE OWNER)

Name of Agent (if appiication isfor a company, trust or other organisation, provide a contact person's nome): Îtnn

Agent's mailing address: He Ûn^sfy^l

Street address/registered office: '-"t<i

Agent's contact details - Landline: ^7 Z- T-I^L Mobile: O i l jO(> 0 0 / After Hours:

Fax: Website: : iJijij ,',',tJe^t^'y CO -^l Email: jlp-'^r, ^ 'Vi^Jfiij,^ . (o ' I i

Q^lease tick here Ifyou preferto be contacted by email

Relationship to owner /state the details ofthe owner's authorisation if making this application on the owner's behalf):

First point of contact (mark boxes as appropriate andprovide details of any other points of contactj

Further Information H ^ g e n t ^ Owner • Other Copy of Code Compliance Certificate (cost $15.00) •

Correspondence [Âgent • Owner • Other

n Agent Q^wner • Other Invoicing

4 . CONTACTS (PROVIDE ALL DETAILS WHERE RELEVANT)

Designer or Architect:

Address: ^ Z*

Business/name:. Zti 4

Registration/qualification:

Email:

Fire Safety Designer:_

Address:

Registration/qualification:.

Email:

Head Contractor/Site Manager:_

Address:


Email:

Mobile:

After hours phone:

Business/name:

Mobile:

.After hours phone:

. Business/name:

Mobile:

.After hours phone:

Registration/qualification: f j l l t l ' i l Mobile: Oil JD6 00< ^ Landline: $ fZ Zl^C

Email: j l e A ' ^ fi> i f , i i i C U j i . i ^ - f X Afterhours phone: Fax:

Structural Engineer: Business/name:

Address: Landline:

Fax:

Landline:

Fax:

Landline:

Fax:

(Cont'd Over)

January 2014 Version 4 Page 2 of 11

4 . C O N T A C T S (PROVIDE ALL DETAILS WHERE RELEVANT) (Cont'd)

Builder:_

Address: , Business/name:


Email: Mobile:

.After hours phone:

Plumber:

Address: . Business/name:


Email: Mobile:

.Afterhours phone:

Dralnlayer:_

Address: . Business/name:


Email: Mobile:

Other (Attach additionai page ifrequired )Ro\e:_

Address:

.After hours phone:

Landline:

Fax:

Landline:

Fax:

Landline:

Fax:

, Business/name:


Email: Mobile: Landline:

.Afterhours phone: Fax:

5. APPLICATION

SIGNEDBY THE OWNER

Signature

Name

Date

OR SIGNED BY THE AGENT (on behalfof or with the outhority from, the owner)

Signature

Name

Date

6. PRIVACY INFORMATION

The information you have provided on this form is required so that your building consent application can be processed under the Building Act 2004. The Council collates statistics relating to issued building consents and has a statutory obligation to forward these regulariy to Statistics New Zealand. The Council stores the information on a public register, which must be supplied (as previously determined by the Ombudsman) to whoever requests the information. Under the Privacy Act 1993 you have the right to see and correct personal information the Council holds about you.


PART 2 - PROJECT

7. GENERALINFORMATION

Description of the building work (provide sufficient description to enable full understanding of the scope of the work).

IZfNo Nur Has a pre-application meeting been attended? • Yes • No Number:

Will the building work result in a change of use of any part ofthe building? (ifyes, provide details ofthe new use) Q Yes

Intended life ofthe building stated in years, only if intended to be less than 50 years old:

List building consents previously issued forthe project (ifany). Ust who issued the consent, the date of issue and the consent number:

Estimated value ofthe building levy will be calculated (including goods and services tax-state estimated value of building work as

defined in section 7 ofthe Building Act 2004). $


PART 3 - SITE ISSUES AND PROJECT INFORMATION

Site Issues

Are the finished floor, finished ground, street and associated datum levels shown on plans? Are the distances to boundaries shown on plans? Does the proposed work cover two or more allotments? What is the wind zone?

Applicant to complete

N .

What is the wind exposure zone? Are there public drains on the site? Is the site subject to natural or created hazards such as erosion, subsidence, flooding, slips, cut and fill or contamination? Ifyes, provide details. Are the ground conditions specified?

Tl

•Jo

No

Reference on drawings, specifications and/or comments

Kl

(^1

Council use only

• verified

8. PROJECT INFORMATION

Select box if the matter is part of the project

Subdivision

Alterations to land contours

New or altered connection to public utilities

New or altered locations and/or external dimensions of building(s)

New or altered access for vehicles

Building work over or adjacent to any road or public place

Disposal of stormwater and wastewater

Building work over any existing drains or sewers or in close proximity to wells or water mains

Other matters known to the applicant that may require authorisation from the appropriate territorial authority (specify)

•

•

•

•

•

•

•

Comments


PART 4-COMPLIANCE Do not fill In this section if this application is only for a project information memorandum All documentation, including plans, specifications, calculations and producer statements, used to show building consent compliance must be formally listed as attachments in the accompanying checklist.

THE BUILDINC WORK WILL COMPLY WITH THE BUILDING CODE AS FOLLOWS

Please ensure that any details o f t he listed compliance elements are shown on drawings and/or specifications.

Bi: STRUCTURE

Elements

B l : Foundations Foundation size Reinforcing Foundation/footings for retaining walls

B l : Slab Layout dimensions Thickness Reinforcing Slab thickenlng/point loads Fixing/connections B l : Timber sub-fioor and fioor Pile details including bracing Bearers and joist details including support/blocking details Flooring material and floor height above ground Fixing/connection B l : Walls Wall type, height, centres, member sizes and bracing Window and door framing details including lintels Fixing/connection

B l : Roof Layout/trusses including member centres sizes and bracirig Purlin/batten centres and sizes Beams centres and sizes Fixing/connection B l : Barrier fixings Rail, fence, baluster fixings

Means of compliance Reference on drawings, specifications and/or comments

Npfapplicable./ applicable

• design n NZS 3604 • NZS 4229

ngineering

rengmeenng design

• NZS 3504

• NZS 4229

Not applicable/applicable • Specific engineering design

l~yCzS 3604

Not applicable/applicable Q Specific engineering design

Q ^ Z S 3604 • NZS 4210

• NZS 4229 • NZS 4230

Not applicable/applicable • Specific engineering design

H ^ Z S 3604

(fot applicabtf/applicable

O Specificengineering design

Proposed Inspections

• Council I I Engineer • Other (Specify):

B2: DURABILITY

Elements Means of compliance Reference on drawings, specifications and/or comments


B2: Durability Concrete/masonry Timber treatment Metal

Not applicable / applicable

Subfloor and roof/skillion ventilation Plumbing materials

[ 3 ^ 2 / A S l • NZS 3101

• NZS 3404 • NZS 3602 •^NZS 3604 • NZS 4229 • NZS 4230 • Other (specify)

A6 Q t o u n c i l • Engineer • Other (Specify):


C: FIRE SAFETY

Elements

C: Fire Safety C/VMl: Solid fuel fireplace (please provide manufacturer's specifications. If second-hand, provide a producer statement) Other type of fireplace or burner c/ASl Means of escape (ie 24 m Max) Fire resistance rating-walls, ceilings, roofs, windows, eaves and penetrations including fire dampers on ducting


Notappl icable/appl icable

• c/ASl

• Other (specify)

Ste S/tCc


I I Council • Engineer • Other (Specify):

D1-D2: ACCESS

Elements

D l : Access routes Slip resistance Landing size Handrail Stair dimension including tread and riser Ramps Head height clearance

Means of compliance

Vehicle access, parking, loading spaces and driveway D2: Mechanical mstallations for

access Lift External platform/chairlift Cable car

Notcgpplicabjk / applicable"


• Dl/ASl • AS /2890 .1

• other (specify)


I I Council • Engineer • Other (Specify):

i I applicable

• D2/AS1 • D2/AS2 • NZS 5279 • other (specify)


E1-E3: MOISTURE



E l : Site drainage (surface water) Not applicable / applicable Secondary fiow path Stormwater disposal method: gravity controlled, storage-pumped systems to Council main, soak pit or street kerb with channel

0 'E l /AS l • f E l / V M l 0'AS/NZS 3500.3 D^S/NZS 3500.5 • other (specify)

Surface water and field drains to silt sumps

A t

• Council • Other (Specify):

E l : Roof water dispersal (surface water)

Not applicable/applicable

internal/external gutter including rainwater head, scupper opening details

• " E l /

Roof and deck catchment area, pitch (roof and/or deck) including downpipe size and number

E2: Floor (external moisture) Floor height above ground Damp-proof membrane Deck threshold with door details E2: Decks and balconies

(external moisture)

Waterproof membrane details Including eaves, barges, junction with walls, barrier fixings, outlets and overflows Balustrade detail of flashing, capping, junctions and penetration E2: Walls (external moisture) Buildingwrap Head, jamb and sill flashing details Cavity or direct fix cladding system including: flashing details for external and internal corners, junctions with other materials, vertical and horizontal control joints Cladding clearances between floor level, ground level and/or membrane deck level Tanking/damp proof membrane to retaining wall E2: Roof (external moisture) Buildingwrap Type of roof: profiled metal roof, concrete, clay tile roof etc Membrane roof Flashing of penetrations Flashings of junctions: eave, ridge, valley, apron and upstands Flashing of parapets: junctions and penetrations Skylight details and flashings Roof spouting, downpipe, solar panel fixings E3: Internal moisture Wall and floor impervious lining Wet area membrane Bath or showerjunction details Floor overflow control for sanitary rooms such as bathroom, toilet, kitchen - only required for more than one unit

•

'ASl E l /VMl 'AS/NZS 3500.3 AS/NZS 3500.5 Other (specify)

I

Ngt applicable/applicable 2fE2/ASi • other (specify)

Ai^rt i . A7

Nerfapplicabfe'applicable

•E2 /AS1 • other (specify)

Notâpplicable/applicable gfi/AsT • Other (specify)

Noyapplicable/applicable N o ^ • ' E 2 / E2/AS1 • other (specify)

A 7

•t applicablâpplicable

• E3/AS1 • AS/NZS 3500.2 • Other (specify)


F1-F8: SAFETY OF USERS

Elements

F l : Hazardous agents onsite Contaminated site

Means of compliance

Nc(f applicable'/ applicable


F2: Hazardous building materials Glass barriers, windows, doors, screens, mould, asbestos etc Bathroom windows F4: Safety f rom fall ing Minimum height for internal and external barriers and barrier opening sizes (i.e. no toe holds) Swimming pool fence and gate height. Provide detail of any other opening -see Fencing of Swimming Pools (FSP) Act 1987 Minimum window sill height and window restrictors required if there is potential for fall hazard

• F!

• other (specify) HtSTapplicagl / appiicabie" •TSTVKn tD NZS 4223.3 • Other (specify)

6t applicltrte / applicable FSP Act

• other (specify)

ot applica ; /appl icable

F5: Site Safety Fencing/hoarding/overhead protection Traffic plan

Encroachment/Council approval F7: Warning systems Smoke detectors Other warning systems specified F8: Signs

H<5/AS1 • other (specify)

Notapp l icab le / applicable Qn/AsT • other (specify)

Nâpp l i cab ley applicable


ncil • Engineer • Other (Specify):


G1-G15: SERVICES AND FACILITIES

Elements

G1-G3: Bathroom, laundry and kitchen

Gl: Bathroom fixtures and layout G2: Laundry fixtures and layout G3; Kitchen fixtures and layout

G4: Venti lat ion Natural ventilation Mechanical ventilation Conditioned areas (living area) ventilation Ventilation of gas-fired appliances

G6: Airborne and impact sounc Sound transmission class and sound transmission insulation details (vertical and horizontal transfer) including at penetrations (pipes) G7-G8; Natural and artif icial l ight G7; natural light to habitable space (e.g. glazing greater 10 percent of floor area) G7: outside visual awareness G8; artificial lighting details


\ / applicable

• Gl/ASl • Other (specify) • G2/AS1 • Other (specify) • G3/AS1 • Other (specify)

Not applicable / applicable D&4/AS1 • ^ 4 / V M l • NZS 4303 • AS 1668.2 • Other (specify)

N(?r1 • GSTASI • G6/VM1 • Other (specify)

Not applicable / applicable • ^ 7 / A S l • 'G7 /VM1 • NZS 6703 Q'GS/ASl • ^ 8 / V M l • other (specify)

/ \ i A^


• Council

• o the r /Spec /M '

G9: Electricity Electricity

Not applicable / applicable • G 9 / V M 1 • t 9 / A S l • Otbe£4iBecify)

• By Certification

G l O - G l l : Piped services and gas used as an energy source

N A t ^ p l i c a ^ f t / applicable • By Certification

GIO; ventilation and airflow for gas appliances GIO: specified gas appliances types G l l : gas supply type

• G l O / A S l • G l l / A S l • NZS 3500.4 • NZS 5261 • Othgrlspecify)

G12-G13: Water supply and foul Water

^ (6 i applicab]!)/ applicable • Council

• o the- (Spea/y j ;

612: water supplies: pipe material, type of hot water system

•G12/AS1 •G12/AS2 • AS/NZS 3500.1&4 • AS/NZS 3500.5 • other (specify)

G13: foul water: pipe sizing, materials, venting and overflow relief gullies

•G13/AS1 •G13/AS2 •G13/AS3 • AS/NZS 3500.2 • AS/NZS 3500.5 • Other (specify)

Hi: ENERGY EFFICIENCY



ncil • Other (Specify):

H I : Energy efficiency Not applicable / applicable hot water heater and pipe insulation insulation: wall, roof, floor, glazing, etc

Q f l l / A S l SIHI/VMI • NZS 4218 • NZS 4305 • ALF design • Other (specify)


WAIVERS AND/OR MODIFICATIONS

Provide details of any waivers and/or modifications required for any sections o f t he New Zealand Building Code. Specify parts of the code; supporting documentation must be attached. If not applicable, state n/a.

PART 5 - COMPLIANCE SCHEDULE (INSPECTION, MAINTENANCE AND REPORTING PROCEDURES)

Do not fill in this section if this application is only for a project information memorandum

Is a cable car installed?

The following system is existing, being altered, added to, or removed in the course o f t he building work

Cable car

• Yes /o compliance schedule is requ'\redf,eitr(fnue completing this section ofthe form)

-m • No

Inspection performance standards

• • • n

Maintenance performance standards

If existing cable car, please state the Building Warrant of Fitness No

Reporting frequency

For Council use only

• Checked

• checked • checked


^ Tauranga Gty

Building Consent Residential Application Checklist How to use this checklist

All Items on this checklist must be circled to show that they are either provided or are not applicable to your project (N/A)

Your application will only be accepted if the Information in this checklist Is provided and the checklist completed.

General documentation required for building consent application Customer Use

Circle as appropriate

Yes'

,Yes

No

No

No

No

No

N/A

N/A

N/A

Doc ref./ page #

Council Use

N/A

No

No

No

No

Yes

N/A

N/A

N/A

Application form completed in full and signed

Two (2) complete sets of drawings/report/specification/plans and other relevant documents are required

Form 2A Certificate of Design Work

All drawings must meet the minimum requirements of the technical drawings standard AS/NZSl 100 with a minimum font size of Microsoft word text size 8


All plans to be to a recognised metric scale and drawn in black ink (not pencil or red pen) ^

N/A

N/A

No

All documents must have at least 10mm margin on all outer edges with no information in them a ui

All documents including photocopies must be legible

All plans are to be titled and dated (ore version number)

No

No

No

No

N/A

N/A

N/A

N/A

l 3 ^

No N/A

Do not use grid or lined paper

Land undergoing subdivision - If the title has not yet been issued the council may or may not accept your application. Refer to the Land Undergoing Subdivision Checklist form AC-6

Legal documentation required

Yey

Yes

No

No

N/A

No

No

N/A

N/A

N/A

No '"WA

Yes

Yes

No

No

No

N/A

<N/A

Full, current (less than three months old) Certificate of Title and survey plan IS required for all new dwellings and extemal building work All consent notices, encumbrances and easement instruments NB' Ifa cross lease, please provide a flats plan as well.

Ye

Sale and purchase agreement with settlement date to be provided Full copy of lease agreement

Comments - Council use only

Yes

Yes

No

No

No

N/A

N/A

Site/Location plan (scale 1:100 or 1:200) - a location plan can also be included for larger sites (scale 1:500 or 1:1000) Customer Use Council Use

Circle as appropriate Doc ref./ page # Circle as appropriate

No

No

N/A North Point

N/A Road frontage indicated and street named

Yes^ No

No

N/A

N/A

No N/A Location of all existing and proposed buildings No N/A

No N/A A l Distance of buildings to boundaries and distance between existing and proposed buildings including eaves and gutters WS If encroactiing into yard provisions. Affected Person forms need to be provided witl) signed and dated plans

No N/A

No N/A AT Site levels and finished fioor levels relative to Moturiki Datum sun/ey point

No N/A

Yes No Existing contours No N/A

No N/A A l Building line restrictions and easements es No

No N/A A l Site boundaries/exclusive area boundaries for cross lease properties and common areas cleariy shown jês^ No

N/A

N/A

No N/A A l 50m=' continuous outdoor living area incorporating a 4x3m outdoor living court minimum dimension No

Yes

N/A

No N/A A l Show calculations and percentage of nett site coverage No N/A

No N/A A T Labelled points on boundaries where overshadowing is taken from WS: If encroaching into overshadowing. Affected Person forms need to be provided with signed and dated plans

No N/A

No N/A Crossings/driveways also showing berms and footpaths. Crossings are to be clear of Council stormwater sumps {Note: normally one crossing per site only)

No N/A

Yes No Street tree trunks and driplines indicating distance from vehicle crossing. Protected trees also indicated Yes No CufA>

No N/A Kl Dimensions and location of parking spaces shown onsite No N/A

No N/A / l l Existing and proposed access for vehicles No

No N/A AT Access and manoeuvering areas demonstrated No

N/A

N/A

Yes

No N/A Sediment control plan No N/A f

No Fire walls shown (jf applicable - please provide firewall design) Yes No

Yes No ® If building under or near high voltage transmission lines, please show transmission plan area Yes No /4lA

Comments - Council Use Only

Page 2 of 5 Reviewed 09/11/12

Plumbing and drainage

Customer Use


Yes

Y 0 Yes

Yes

Yes

Yes

No

No

No

No

No

No

No

N/A

N/A

Doc ref./ page*

A l

Council Use


Al

All existing SEWERS, sewer connections and sewer drains shown including Tauranga City Council services

All existing STORMWATER drains and connections shown including Tauranga City Council services

Proposed sewer and stormwater drains/soak holes shown

Existing and proposed potable water supply and water supply for firefighting shown (rural sites only)

All existing and proposed sanitary fittings including pipe sizes and gradients

Specifications moulded or tiled shower - supply waterproof membrane specifications for tiled showers

Standard BOPRC design system or BOPRC approved effluent disposal system

Yes No

Yes

Yes No

Yes

No N/A

No

No

N/A

N/A

N/

/A

N/A

Foundation Plan

Yes

No

No

No

N/A

N/A

Foundation details

Engineer design, calculations and PSI provided c For timber floors and decks, show the location of piles, pile type, sub-floor bracing calculations, foundation perimeter walls and internal piling system where applicable

Floor plan (scale 1:100 or 1:50)

fe's Yes No (BiM

No

No

N/A

N/A

No

No

No

N/A

N/A

N/A

A3

A 3

Plan of all floors describing the function of each room

Show all doors, windows and ventilation including enclosed space ventilation

For additions and alterations, the existing shall be shown separately to the "proposed" and to the same scale for comparison

(Yesj No

No

No

N/A

N/A

N/A

Yes. No N/A

Y/fes No N/A Stairs, handrails and decking shown showing dimensions and details No

Smoke detectors shown on plan Y | ^

No No N/A A3 Chimneys and solid fuel heaters No N/A No N/A A3 Square metre offioor plans No N/A No N/A A3 Lintel sizes/beam sizes and proprietary system design No N/A

Elevations

Yfes

Ya

Yes

Yes

No

No

No

No

No

No

No

No

No

N/A

N/A

N/A

N/A

N/A

N/A

t ^

N/A

Af

At

A4

At

North, South, East and West elevations

Overshadowing labelled to correspond with points on site plan shown on all elevations

Height from ground level to apex of building

Show existing finished ground levels/floor levels and proposed finished ground levels/floor levels

Stairs, handrails and decking shown

Cladding systems, roofing type and any other relevant details

Window Schedule

Roof pitch and chimneys (show height of chimney in relation to ridge)

Alterations to land contour, retaining, cut and fill and batters


Yes

Yes

No

No

No

No

No

N/A

N/A

N/A

N/A

N/A

N/A

(N/A)

N/A


Weathertightness Customer Use

Circle as appropriate Doc ref./ page*

Council Use


Yes

Yes

Yes

No

No

No

N/A

Is a weathertight claim or a building sun/eyor's report involved with this application?

Yes

If project is subject to a weathertight homes claim, has an assessor's report been supplied?

Yes

Level of supervision proposed and by whom? Yes

No

Specifications and other Documentation

es^

No

No

No

No

N/A

N/A

N/A

N/A A 4

Two sets of specifications that make reference to NZBC, which are relevant and to current NZ standards

The specification should be project specific and appropriate to the building construction. It should be laid out in easily followed sections covering methods and materials that are not included in the building plans, e.g. pipe work materials quoting up to date references

HI calculations

E2 Risk Matrix Yes

No

No

No

No

Cross section (1:50 or better)

N/A

N/A

N/A

N/A

N/A

N/A

No

No

N/A

N/A AS (At

Drawings showing constructional details of foundations, floor systems, wall, ceiling, stud heights and stud sizes, roof construction, balustrades and barriers

Surface finishes to wet areas (walls and floor to laundry, kitchen and bathroom)

No

No

N/A

N/A

Framing plan/Bracing plan

Yes

Yes

No

No

No

No

No

N/A

N/A

N/A

AM

A

Bracing details - type and fixing

Bracing calculations

Framing Plan

Lintel fixing plan

Upper storey floor design if applicable

fYes

Yes

Yes

No

No

No

No

No

N/A

N/A

N/A

No N/A Floorjolst layout for floors and decks No

Roof plan No

No

N/A

N/A Al Roof plan and roof bracing

Truss types/roof framing layout

No

No

Specific design engineering Yes

Yes

No

No

Engineering calculations and scope of works

Producer statements fully completed, signed and dated

Yes

Yes

No

No

N/A

N/A

N/A

N/A

N/

/A Yes No Engineered plans or Architectural plans with engineer's details to be signed, dated and stamped

Yes No



Retaining walls/Site works ^Customer Use

Circle as appropriate Doc ref./ page*

Council Use


Yes No

Swimming pdpl/Spa pool

N/A Yes No

Yes Nc N/A

Yes No N/A

Yes Nc N/A

Yes Nc /A

Yes No N/A

Yes Nc N/A

Yes No N/A

Yes No N/A

Yes Nc N/A

Yes No N/

Site Plan indicating position and height of retaining walls and drainage points Yes

Elevations showing original ground level, cut and fill Yes

Cross sections/details (cut, fill, height of retained ground, waterproof membrane and drainage) and height of wall indicated Yes

Engineering design and barrier details where required Yes

Show cuts battered to a safe angle Yes

No

No

No

No,

N/A

N/A

N/A

Site plan (refer site plan section of checklist)

Plan of all floors describing the function of each room. Show all doors and windows.

Fences/Gates with dimensions, show access restrictions to pool area from all doors and windows

Pool manufacturer's specifications

Elevations/Cross section showing all construction details

Location of backwash indicating connection to nearest gulley trap

Backflow preventer shown - type and location

Solid fuel heaters

es

No

No

No

No

No

No

No

N/A

N/A

N/A

N/A

N/A

N/A

N/A

A7 A3

Make/Model

Type of roof (e.g. tile, coloursteel, etc)

Flashing details

Seismic restraints provided

Specifications

Solar heating Yes

Yes

Yes

Yes

No

No

No

No

Location of solar panels/tubes on roof plan

Location of hot water cylinder and size

Specifications and flashing details

Water Supply/Drainage/Vehicle Crossing Connection Application Yes No

Yes No N/A

Yes No HI

Yes No /A

Yes No N/A

Yes N/A

Yes No N/A

Yes No N/A

Yes No /A

Yes Nc N/A

Yes N/A

Yes Nc N/A

Ye Nc N/A

Yes Nc N/A

Yes No N/A

Yes No N/A

Yes N/A

Yes Nc N/A

No N/A

N/A Yes No

Indicate inbuilt or freestanding - including wetbacks

Floor plan showing position of SFH and location and distance of all smoke alarms

Show location on elevations and compliance with overshadowing

Have you completed the Water Supply/Drainage/Vehicle Crossing Application?

OutcojTfe of decis ions

This application was not accepted for lodgment because documentation was incomplete

• /This application needs to be re-vetted

• / Documentation is now complete and the application is accepted for lodgment

• Application will now proceed for compliance checking

Officer Date


t

o

Planning Checkiist - Residential Zones

Site Address •AJ.C.ig). ,Gfm,.( 'c^^^^ t . ^ m L . . ^ . M ^ < r ^ . : . { m 2>) Activity Use: •B.dCil.'b.QA.fe Ciwel lH^.C^^

Zone:

^ = Checked and Complies x = checked and Non-complying N/A = Not Applicable

Activity Use (refer to Permitted Activity Table) Permitted

Existing Resource Consent {checl< conditions)

Setbacks CNeigiibours Written Approval DYes I T N O )

(including mean high water, rivers, streams, wetlands) AdjoiningZones Q r g g ^ t o y , ^ ^ . J t t e r p v > ^ - . r . m c Overshadowing (*Neighbours Written Approval DYes • N o r ^ Site coverage (55%4 Outdoor Living Area

tt, 45% over 500m2 nett)

Notes

P rocess ing l ^ RevjevT

/

Services 0

wvAjwe^ VVJW\

Potable/ Firefighting Water Heritage (Chapter 6 & 7) Trees

Other UU^-^m -k^ Natural Hazards (Chapter 8) Flood Hazard Policy

Coastal Hazard Policy (CHEPA and CERZ) Hazardous Substances (Chapter 9) Transportation

iPf

Resource Consent Required

* Applies to Chapter 14 only

•Yes Biio

r.'Si

COMPOSITE COMPUTER REGISTER UNDER LAND TRANSFER ACT 1952

Search Copy R W . M u i r

R cgi slrar-Gcncral o r l.,^llci

Identifier S A 4 1 C / 3 1 6 Land Registration District S o u t h A u c k l a n d Datelssued 08 June 1988

Prior References SA36C/767 SA40A/817

SA38D/207 SA39A/118

Estate Fee Simple - 1/4 share Area 2247 square metres more or less Legal Description Lot 184 Deposited Plan South Auckland

41262 Proprietors Joel John Tyler and Jolene Nancy Aerts

Estate Leasehold

Legal Description Flat 3 Deposited Plan South Auckland 48523

Proprietors Joel John Tyler and Jolene Nancy Aerts

Instrument LH800438,1 Term 999 years as from and including 19.4.1988

Interests Land Covenant in Transfer H737557.1 (Affects Fee Simple) Subject to Section 206 Land Act 1924 (Affects Fee Simple) H746745 Lease of Flat 1 Plan S 45638 Term 999 years as from and including 24.4.1987 Composite CT SA39A/118 issued (Affects Fee Simple) Land Covenant in Lease H746745 (Affects Fee Simple) H768384.1 Lease of Flat 4 Plan S 46876 Term 999 years as from and including 1 11 1987 Comnosite CT SA40A/817 issued (Affects Fee Simple) Land Covenant in Lease H768384.1 (Affects Fee Simple) n lT . l^ : l ^n^T^ ° "}^^ ^ Auckland 48523 Term 999 years as from and includmg 19.4.1988 Composite CT SA41C/316 issued - 8.6.1988 at 9.28 am (Affects Fee Simple) Land Covenant in Lease H800438.1 - 8.6.1988 at 9.28 am (Affects Fee Simple) B191586.2 Lease of Flat 2 on DPS 67094 Term 999 years commencing on 24.12.1993 Composite CT SA54A/391 issued - 11.3.1994 at 2.20 pm (Affects Fee Simple) Land Covenant in Lease B191586.2 - 11,3.1994 at 2.20 pm (Affects Fee Simple) 7044228.3 Mortgage to ANZ National Bank Limited - 8.11.2006 at 2:49 pm

Transaction Id

Client Reference www.cheapt!tle.i.co.nz Search Copy Dated 29/07/14 11:22 am. Page 1 of 3

Regi.tter Only

I i

5- £

2£? PPS eM26l \

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P/at B Si'iuaM en Lot l&U- PPS Bem^ fkirl- Section lit- Bkxk I

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THE TAURANSA COUNTY COUHCIL

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47c Lyn Grove

Papamoa Beach 3118

0212691721

sr* of July 2014.

Tauranga council

91 Willow Street

Tauranga

To whom it may concern.

I am writing to say that we Joel Tyler and Jolene Tyler give permission for Glenn Fyfe from irie architectural design to loge and complete resource consent for our property 47c Lyn Grove, Papamoa Beach.

Please feel free to contact him for any information. 021 306001

Thank you

Joel Tyler

Jolene Tyler

Form 2A

Memorandum from licensed building practitioner: Certificate of design work Section 45 and Section SOC, Building Act 2004

Please flll in the form as fully and con-ectly as possible. If there is insufficient room on the form for requested details, please continue on another sheet and attach the additional sheet(s) to this form.

THE BUiLDING

Street address: ^ 7 C. i Suburb:

Town/City Postcode:

THE OWNER

Name(s): J c e / f l c 74/<r..' Mailing address:

Suburb: 1 / . PO Box/Private Bag:

Town/City: Postcode:

Phonenumber: o l S l ^ 7 7 t o Email address

BASIS FOR PROVIDING THIS MEMORANDUM

I am providing this memorandum in my role as the: Please tick the option that applies (V)

{ ) sole designer of all of the RBW design outlined in this memorandum - I carried out all ofthe RBW design myself - no other person will be providing any additional memoranda for the project

( ) lead designer who carried out some of the RBW design myself but also supervised other designers - this memorandum covers their RBW design work as well as mine, and no other person wili be providing any additional memoranda for the project

lead designer for all but specific elements of RBW - this memorandum only covers the RBW design work that I carried out or supervised and the other designers will provide their own memoranda relating to their specific RBW design

( ) specialist designer who carried out specific elements of RBW design work as outlined in this memorandum - other designers will be providing a memorandum covering the remaining RBW design work

IDENTIFICATION OF DESIGN WORK THAT IS RESTRICTED BUILDING WORK (RBW)

H building v/ork carried out / supervised the following design work that

is restrictea building vvork

PRIMARY STRUCTURE: B1

Design work that is restricted building work Description Carried out/

supervised

Reference to plans and specifications

Tick{^)if included

Cross (X) if excluded

[If appropriate, provide details of tiie restricted building work]

[Specify whetheryou carried out this design work or supervised someone else carrying

[If appropriate, specify references]

1 of 3

out this design work]

Primary structure

All RBW Design work relating to 81

/Carried out

) Supervised

yârried out

) Supervised

Foundations and subfkior framing

^Carr ied out

) Supervised

Walls A/Z-S '360 Y

Roof TV 7rHiUi * j ) Carried out

^Supervised

Columns and beams

( ) ) Carried out

) Supervised

Bracing p a r r i e d out

) Supervised

Other ( ) ) Carried out

) Supervised

EXTERNAL MOISTURE MANAGEMENT SYSTEMS: E2

All RBW design work relating to E2

v^Carried out

) Supervised

Damp proofing ) »<5arried out

) Supervised

^Camed out

) Supervised

Roof cladding or roof cladding system

Ventilation system (for example, subfloor or cavity)

( ) ) Carried out

) Supervised

" ^ Carried out

) Supervised

Wall cladding or wall cladding system

) Carried out

) Supervised

Waterproofing

Other ( ) ) Carried out

) Supervised

FIRE SAFETY SYSTEMS: C1 - C6

Emergency warning systems, evacuation and fire service operation systems, suppression or control systems, or

( ) ) Carried out

) Supen/ised

2 of 3

other

Note: The design of fire safety systems is only restricted building woric wtien (t involves small-to-medium apartment buildings as defined by the Building (Definition of Restricted Building Woric) Order 2011.

Note: continue on another page if necessary.

WAIVERS AND MODIFICATIONS

Waivers or modifications of the building code are required ( ) Yes No

IfYes, provide details of the waivers or modifications below:

Clause Waiver/modification required

/L/sf re/evanf clause numbers of building code]

[Specify nature of waiver or modification of buikJing code]

Note: continue on another page if necessary.

ISSUED BY

LBP or Registration number: iS/' H i 75 Z Name:

Design LBP ( ) Registered ( ) Chartered professional architect engineer

The practitioner is a

Design Entity or Company (optional):

Mailing address (if differentftôm below): larjf f^'^

Street address / Registered office:

Suburb: ^1(^/1 ir Town/City: i^l /^«'^n»^/.<4

PO Box/Private Bag: Postcode: :sili Phone number: 07 S7Z ZlS'C Mobile: OZI Tt>^ col After Hours: Fax:

Email address: /gA/t ^ ,r. eiic.i\p . Lc.m Website: w^^^- '/.-îe J^J,f \ , ct rî

[name of practitioner], LBP,

DECLARATION

1 state that 1 have applied the skill and care reasonably required of a competent design professional in carrying out or supervising the Restricted Building Work (RBW) described in this form, and that based on this, 1 also state that the RBW:

• Complies with the building code; or

• Complies with the building code subject to any waiver or modification of the building code recorded on this form.

Signature:

Date:

3 of 3

•

Email:[email protected]

6 October 2014 Tauratiga Gty

TYLER JOEL JOHN 470 LYN GROVE PAPAMOA BEACH PAPAMOA 3118

Dear Sir/Madam

Application for Building Consent (Reference Number 50725)

Property Situated at: 470 LYN GROVE PAPAMOA BEACH Legal Description: FLAT 3 DPS48523

This request for information has been sent to you as the Building Consent application, as lodged, is lacking information/detail that is required in order for Council to process the application.

1. It appears the specified bearers do not comply with NZS 3604 table 6.4. Please review.

2. The lintel fixings for bi-folds to living and dining are not sufficient when calculated using MiTek onsite guide. Please review.

3. Please provide detail of bottom plate fixings.

Please respond within one month of the date of this letter with the required information.

Please contact me should you have any queries relating to the content of this letter.

Yours faithfully

Garth Carruthers Building Officer Building Services

Tauranga City Council 91 Willow Street, Private Bag 12022, Tauranga 3143, New Zealand Phone 07 577 7000 Fax 07 577 7193 Einail [email protected] www.tauranga.govt.nz

4^ Tauranga Oty

"BUILDING CONSENT

PY Willow street, Tauranga Private Bag, Tauranga

Telephone: 07 577 7000. Facsimile 07 577 7034

NO: 50725 Issued By: Tauranga City Council pursuant to Section 51 of the Building Act 2004

THE OWNER CONTACT PERSON

TYLER, JOLENE NANCY TYLER, JOEL JOHN 47C LYN GROVE PAPAMOA BEACH PAPAMOA 3118

Street Address: DPS41262

THE BUILDING

47C LYN GROVE, LOT 184

Legal Description: FLAT 3 DPS48523

BUILDINGWORK The following building work is authorised by this building consent: CREATE BEDROOM IN PART LIVING ROOM-REMOVE WALL TO ADD TO/ALTER LOUNGE/DINING ROOM OF DWELLING

This building consent is issued under Section 51 ofthe Building Act 2004. This building consent does not relieve the owner ofthe building (or proposed building) of any duty or responsibility under any other Act relating to or affecting the building (or proposed building). This building consent also does not permit the construction, alteration, demolition, or removal of the building (or proposed building) if that construction, alteration, demolition, or removal would be in breach of any other Act.

This building consent is issued subject to following conditions :

Compliance Schedule: No

Attachments:

On behalf ofthe Tauranga City Council:

Signature:

Position: BUILDING CONSENT TECHNICIAN : BUILDING SERVICES

Date: 31 OCT 2014

form:bc:cons

A TaurangaCity

Willow street, Tauranga Private Bag, Tauranga

Telephone: 07 577 7000. Facsimile 07 577 7034

•PROJECT INFORMATION MEMORANDUM Issued by: Tauranga City Council pursuant to Section 35 ofthe Building Act 2004.

NO: 50725

APPLICANT

TYLER, JOLENE NANCY TYLER, JOEL JOHN 47C LYN GROVE PAPAMOA BEACH PAPAMOA 3118

PROJECT

CREATE BEDROOM IN PART LIVING ROOM-REMOVE WALL TO ADD TO/ALTER LOUNGE/DINING ROOM OF DWELLING

Intended Life: 50 years

PROJECT LOCATION

47C LYN GROVE, LOT 184 DPS41262

LEGAL DESCRIPTION Legal Description FU\T 3 DPS48523

This project information memorandum is confirmation that the proposed building works mav be undertaken subject to the provision ofthe Building Act 2004 and compliance with all the information provided in this document.

1. The Tauranga City Council Roading Hierarchy Plan showing the existing and proposed roading network is attached. For further information please refer to the Roading Division, Department of City Services, Tauranga City Council..

2. Should an archaeological site be found on the site during excavations, the owner must apply for authority from Historic Places Trust prior to destroying, damaging or modifying any archaeological site. Further information can be obtained by contacting the Duty Planner. Should koiwi (human remains) be uncovered during excavation, please contact the Tauranga City Council to arrange for tangata whenua to be advised, and appropriate steps taken for reburial.

3. The site is suitable for proposed building subject to confirmation of ground conditions at time of footing inspection.

4. Normal precautions adopted for excavation and filling within the Tauranga area should be observed. (Refer Councils' Infrastructure Development Code). Excavation faces near to boundaries or other structures, that are over 1.5 metres high should generally be retained by walls designed in accordance with the New Zealand Building Code and fill in excess ofone metre deep should only be placed underthe guidance ofa Registered Engineer.

For a slab on grade floor where the flll exceeds a depth of SOOmm from the existing building platform to the underside ofthe slab, itwill be necessary for a geotechnical engineerto investigate the underlying soils to a depth of approximately twice the width of the flll.

A Building Consent is required for retaining walls 1.5 metres or greater in height or for any wall subject to a surcharge load, which is a load imposed by a structure; vehicle accessway or parking area or sloping ground higher than the top of the retaining wall, irrespective of the height of the wall. Excavaflons for the construction of retaining walls shall be contained within the legal boundaries ofthe lot, unless consent ofthe adjoining owner is obtained prior. In undertaking site earthworks care should be given to maintaining support to adjoining properties.

5. Standard guidelines for the disposal of stormwater by ground soakage on residential lots at Mount Maunganui and Papamoa (exclusive of Bayfair Estate and Matapihi) are attached. In summary these guidelines recommend that soakpits shall be constructed of three 600 mm diameter perforated rings, unless ground water conditions dictate otherwise, which shall not service more than 30 square metres of roof area. Such soakage may be duplicated and inter-connected in parallel if more than 30 square metres of roof is served by a downpipe dropper.

During construction the drainlayer shall examine the soils present and after consideraflon of ground water levels and

the soil compaction present, make a judgement on whether good soakage is present to proceed with construcflon.

6. Any lease agreement, rights ofway, easements or covenants that relate to the property may require the applicant to obtain the consent of other interested parties to allow this proposal to proceed. Please check the terms of your lease agreement or Certiflcate of Title.

7. Prior to the commencement of building, you are advised to locate and verify on site, the invert levels of service connecflons intended to be utilised and any Council pipelines and manholes that are in close proximity (as defined in Council's Infrastructure Development Code) to any building. Vehicle crossings are to be located clear of Council Stormwater Sumps. The attached services plan/asbuilt plan provides the approximate locaflon of Council mains and service connecflons.

8. Stormwater Polluflon Prevenflon

The discharge to Council's STORMWATER SYSTEM of any material otherthan clean rainwater is PROHIBITED. For further information please contact the Pollution Prevenflon Offlcer, Tauranga City Council on phone (07) 5777-000

9. This site is located in a medium windzone.

On behalf of the Tauranga Citôuncil.

Signature:

Position:/fe^ BUILDING CONSENT TECHNICIAN : BUILDING SERVICES

Date: / C ~ / 0 - . 2 Q / V

Irie Limited

SPECIFICATION of work to be done and materials to be used in carrying outthe works shown on the accompanying drawings

Proposed Additions Project Specif ication 470 Lyn Grove, Papamoa Beach, Papamoa, New Zealand Project Ref: 10374 Printed: 17 July 2014

LTD

irie Architectural Design

APPROVED These plans are approved in accordance

with The NZ Building Code. These plans must remain on site.

TAURANGACITY COUNCIL

Speciflcation built using masterspec software Masterspec ID: 104044; Version ID: 15951

masterspec

TABLE OF CONTENTS 1210 PROJECT 1211 DOCUMENTATION 3 1212 COMPLIANCE 4 1213 SELECTIONS... 5 1220 GENERAL REQUIREMENTS 6 1233 DOCUMENTS REFERENCED 9 2100 DEMOLITION WORK 13 2200 GROUNDWORKS AND P R E P A R A T I O N " " ^ 2310 PILE FOUNDATIONS 16 3110 CONCRETE WORK.. 18 3800 TIMBER FRAMING 19 4220 WALL CLADDING 21 4310 ROOFING 23 4520 ALUMINIUM WINDOWS AND D O O R C 25 4610 GLAZING 27 4710 THERMAL INSULATION 29 5110 INTERIOR LININGS AND TRIM 30 5230 INTERIOR DOORS & FRAMES 31 5410 FLOORS 33 6700 PAINTING 34 7410 RAINWATER SPOUTING SYSTEM 35 7700 ELECTRICAL 37

38

Millennium Architecture Limited Proposed Additions 104044

1210 1.

1.1

1.2

1.3

1.4

1.5

1.6

PROJECT. GENERAL

PROJECT Street address:

Site area: Legal descripflon:

47C Lyn Grove, Papamoa. Lot 184 2250 m2

Project type: Intended use: ntended life:

Addiflon / Internal alteraflon / Demolition Single residential building Indefinite but not less than 50 years

PROJECT DESCRIPTION 17m2 addition to living area & dining. Convert existing living to master bedroom.

CATEGORY AND LBP REQUIREMENT Category 1: - Single household dwellings with low- or medium-risk envelope design Category 2 - Single household dwellings with high-risk envelope design, or other buildings with a

building height of 10m or less. Category 3 - Building 10m or greater in building height, except single household dwellings.

Any site license LBP's shall have a minimum: Site license in area of practice 1

Bricklaying and Blocklaying 1 : Brick / masonry veneer Bricklaying and Blocklaying 2: Structural masonry Carpentry External Plastering 1: Solid plastering External Plastering 2: Proprietary Plaster Cladding Systems Foundations 1: Concrete foundation walls and concrete slab-on-ground Foundations 2: Concrete or timber pile foundations Roofing 1: Concrete or clay tile roof Rooflng 2: Profiled metal roof and/or wall cladding Roofing 3: Metal tile roof Roofing 4: Roof membrane Rooflng 5: Torch on roof membrane Rooflng 6: Liquid membrane roof Rooflng 7: Shingle or slate roof

OWNER Name: "poel & Jo Tyler Mailing address: j47C Lyn Grove, Papamoa Telephone: 05 575 7740 Email: tyler@outlook. co Jiz^

DESIGNER Name: Mailing address: Telephone: Email:

Irie ltd 22a Carysfort St, Mt Mau nganui. 07 572 2756 glen n@ iriedesig n. co. nz

CONTRACTOR Name: Mailing address: Telephone: Email:

©GIL IVIasterspec Jul 2014 1210 PROJECT. Page 3


1211 DOCUMENTATION

1.1 Number A l

GENERAL

_^DRAWINGS Revision

A2 A3 A4 A5 A6 A7 A8 A9

Title Cover sheet Site/Drainage p i a i ^ i.^.L?M!ig.(Propojedf Elevatjons_ ?.!5i?.SectlonXA~ ?I°sslSection^B-^_ J°isiLay_out^Ro^^^^ ^D-daiion Details Wall Bracing/Top Plate Fixing Pte^^^ Details

© CIL Masterspec Jul 2014 1211 DOCUMENTATION Page 4


1212 1.

1.1

1.2

1.3

1.4

COMPLIANCE GENERAL

SITE DATA Soil type: Good Ground (to NZS 3604, 3.2 Soiljypes) Exposure zone:

Wind zone:

Zone C (to NZS 3604, 4.2 Exposure zones or E2/AS1 Zone E severe marine) Low (to NZS 3604, table 5.4 Determination of Wind Zone)

Earthquake zone: [Zone 1 (to NZS 3604, figure 5.4 Earthquake zones)

BUILDING DATA Building classification:2 Importance Level (to NZS 3604, table 1.1 Classification of

buildings) Floor live load: 2 KPa (to NZS 3604, table 1.2 Imposed floor live load reference

values) Overall height:

Risk assessment:

4.1 metres (in accordance with NZS 3604, Fig 1.2 Buildings covered by this Standard) See elevations Total Risk Score (to NZBC E2/AS1, 3.1 Establishing the risk)

PRODUCER STATEMENTS Provide Producer Statements for the following - Truss design - Wet area interior waterproofing - Aluminium joinery - Glazing - Fireplace

Provide Producer Statements in the required form. Where no form is specified provide in the industry/trade standard form. Provide all Producer Statements before the Building Consent Authority carries out the final inspection.

RECORDS OF WORK Provide Records of Work for Restricted Building Work: - Brick/masonry veneer - Structural masonry - Carpentry - Solid plastering - Proprietary Plaster Cladding Systems - Roofing - Membrane roof - Foundations

Refer to the Building Consent for specific requirements. Provide Records of Work in the required form. Provide all Records of Work before the Building Consent Authority carries out the final inspection.

© CIL Masterspec Jul 2014 1212 COMPLIANCE Page 5


1213 SELECTIONS 1- GENERAL

^ ^ ^ ^ l ^ ^ ^ ^ X ^ ^ " w o . secons,

2. SITE

« 2100 DEMOLITION WORK »

« 2310 PILE FOUNDATIONS »

2.3 PILE FOUNDATIONS Type/treatment: Radiata pine SG6, H5 CCA (presen/ative code 01 or 02)

125mm x 125mm square or minimum 140mm dia. round

3. STRUCTURE

« 3800 TIMBER FRAMING »

3.1 SUB FLOOR TIMBER FRAMING Type/treatment: Radia^ pine, Grade SG8, Treated H1.2 (minimum 150mm above

3.2 FLOOR TIMBER FRAMING Type/treatment: Radiata pine. Grade SG8, Treated H1 2 Cantilevered deck joists: Radiata pine. Grade SGs', Treated H3.2

3.3 EXTERIOR WALL TIMBER FRAMING Type/treatment: Radiata pine. Grade SG8, Treated H1 2 Cavity battens: Radiata pine, Treated H3 1 Jamb battens: Radiata pine. Treated H3.1

3.4 ROOF TIMBER FRAMING Type/treatment: Radiata pine. Grade SG8, Treated H1.2

3.5 ROOF TRUSSES Type/treatment: Radiata pine, Grade SG8, Treated H1 2 Truss supplier: tba

3.6 INTERIOR WALL TIMBER FRAMING Type/treatment: Radiata pine. Grade SG8, Treated H1.2

4. ENCLOSURE

<< 4160 DAMP-PROOFING, UNDERLAYS AND RIGID AIR BARRIERS » There is no work section specification relating to the followfng sefectfons

4.2 WALL UNDERLAY/ROOF UNDERLAY Brand/Type: Thermakraft

4.3 WINDOW FLASHING TAPE Brand/Type: Aluband

« 4310 ROOFING »

4.4 ROOFING Brand/Type: to match existing

« 4520 ALUMINIUM WINDOWS AND DOORS »

© CIL Masterspec Jul 2014 1213 SELECTIONS Page 6


4.5 ALUMINIUM WINDOWS AND DOORS Brand/Type: tba Finish/colour: to match existing

« 4610 GLAZING »

4.7 GLAZING - SAFETY Location: wet areas

4.8 GLAZING-INSULATING GLASS UNITS Location: through out Type: tba

« 4710 THERMAL INSULATION »

4.9 WALL INSULATION Brand/Type: pink batts R value/Thickness: R 2.2mm

4.10 CEILING/ROOF INSULATION Brand/Type: pink batts R value/Thickness: R 3.2

5. INTERIOR

« 5110 INTERIOR LININGS AND TRIM »

5.1 WALL LININGS Location: general Brand/Type/thickness: 10mm gib Finish: level 4

5.2 CEILING LININGS Location: general Brand/Type/thickness: 13mm gib Finish: level 4

5.3 INTERIOR TRIM Skirtings: to match existing Architraves: to match existing Scotia: to match existing

« 5410 FLOORS »

5.4 FLOOR Location: general Brand/Type/thickness: 20mm particle board Fixing method: screwed

6. FINISH

« 6511 CARPETING » There is no work section speciflcation relating to the following selections

6.1 CARPET Location: general Brand/Type: tba Underiay: tba

© CIL Masterspec Jul 2014 1213 SELECTIONS Page 7


7. SERVICES

« 7550 HEATING » There is no work section specification relating to the following selections

7.1 FIREPLACE Brand/type/reference: existing relocated

I CIL Masterspec Jul 2014 1213 SELECTIONS PageS


1220 GENERAL REQUIREMENTS 1. GENERAL

1.1 THE WORKS The works are as described in this speciflcation and shown on the drawings.

1.2 PERSONNEL Owner: The person deflned as "owner" in the New Zealand Building Code. Contractor: The person contracted by the owner to carry out the contract.

1.3 THESITE The site of the works, the site address and the legal description are listed under the sections 1210 PROJECT. Conflne access and work to the area of site indicated on the drawings.

1.4 SPECIFICATION SECTIONS Sections are for reference and convenience only and do not constitute individual trade sections or work elements. Read all sections together and read this section with all other sections.

1.5 INTERPRETATIONS Required: Required by the documents, or by a statutory authority. Proprietary: Identiflable by naming the manufacturer, supplier, installer, trade

name, brand name, catalogue or reference number. Approval: Approval in writing. Direction: Direction in writing. Notified: Notified in writing.

1.6 ABBREVIATIONS The following abbreviations are commonly used throughout the specification: AS Australian Standard AS/NZS Joint Australian/New Zealand Standard BCA Building Consent Authority BRANZ Building Research Association of New Zealand LBP Licensed Building Practitioner NZBC New Zealand Building Code NZS New Zealand Standard NZS/AS Joint New Zealand/Australian Standard NUO Network Utility Operator OSH Occupational Safety and Health RBW Restricted Building Work TA Territorial Authority

1.7 INCONSISTENCIES If there are any inconsistencies, errors or omissions in or between documents, the contractor must seek direction in resolving it. Figured dimensions take precedence over scaled dimensions; drawings to a larger scale take precedence over drawings to a smaller scale and drawings take precedence over specification.

1.8 SUBSTITUTIONS A substitution may be proposed where specified products are not available, or if substitute products are brought to the attention of and are considered by the owner as equivalent or superior to those specified. Except where a specified product is not available, the owner is not bound to accept any substitutions. Notify proposed substitution of specified products. Include sufficient informaflon to allow the owner to conflrm that the substitution is equivalent or superior to that specifled. Advise the owner whether an amendment will or may be required to the Building Consent and the expected costs of such amendment.

© CIL Masterspec Jul 2014 1220 GENERAL REQUIREMENTS Page 9


1.9 THE WORDS "PROVIDE" OR "FIX"

I S l S * ; S l a T s ? " " " P ™ * - l e s s

1.10 MANUFACTURERS AND SUPPLIERS Manufacturers and suppliers requirements, instructions, specifications or details ar ^ those issued by them for their particular material, product 'or c o m p r n r a n f a ' ; : the latest

1.11 REFERENCED DOCUMENTS Reference is made to various New Zealand Buildina Codp CN7Rr\ an^^r^t^ki i (AS) and verification methods (VM) for criteria and/or methodfuJid ^ s ^ ^ ^ ^ ^

1.12 PRECEDENCE OF REFERENCED DOCUMENTS

J|h-ss5SS^s:j-~~^^^ confirmed ,n wnting and where Building Consent is affected, the change n S d to the Authority ' *° " " ' ' " ' ^ a m e n d m e n t is required to ihe Building Consent

1.13 BUILDING CONSENT COMPLIANCE

Z 7 i Z J ^ ^ ;^ ^ ^"""^'"3 ^^^^ted refer any change to the BCA for advice as to whether an amendment is required to the Building ConsenL

1.14 STATUTORY OBLIGATIONS

S l r S t h l r r ° ' -8u la ,or , bodies oo„,ro,ll„g

1.15 BUILDING CONSENT

consent form and documents to the owner on completion.

1.16 INSPECTIONS

1.17 KEY PERSONNEL

Include the following as applicable: - Person with the appropriate site license - Carpenter - Registered drainlayer - Registered plumber - Registered gasfitter - Registered electrician - Roofer - Block layer - Bricklayer - External plasterer

© GIL Masterspec Jul 2014 1220 GENERAL REQUIREMENTS Page 10


- External window manufacturer - Waterproof membrane applicator

1.18 PRODUCER STATEMENTS AND LBP DOCUMENTATION When Records of Work or producer statements verifying construction are required, forthe application for the Code Compliance Certificate, provide copies to both the BCA and the owner. Provide LBP documents and producer statements in the form required by the BCA.

1.19 CODE COMPLIANCE CERTIFICATE Provide documentation that the Owner requires in order to obtain a Code Compliance Certificate for the consented work.

1.20 TRADE GUARANTEES AND WARRANTIES Where specific trade guarantees/warranties are offered covering materials and/or execution of proprietary products or complete installations, or are required as a condition of Building Consent, provide guarantees/warranties to the owner.

1.21 SITE ACCOMMODATION Provide, erect and maintain scaffolding, sheds, toilets, water, power and hoardings. Allow for cartage, craneage, plant hire and storage. Arrange for temporary works and services necessary for the completion of the works.

1.22 HEALTH AND SAFETY Make the works safe and provide and maintain a safe working environmenL Ensure that all those working on or visiting the site are aware of the rules governing site safety, are properly supervised and are not unnecessarily exposed to hazards.

1.23 PROTECT THE WORKS Protect parts of the work liable to damage until completion of the works. Take all precautions necessary to protect the works from damage by unauthorised entry or inclement weather. Brace and support all parts of the works against damage during construction.

1.24 STORAGE AND PROTECTION Provide temporary storage areas and protective covers and screens. Fillet stack and protect all framing and structural members from moisture and contamination. Completely protect finishing materials from the weather and damage and store in accordance with the manufacturer's requirements. Protect fabricated elements from the weather and damage, and store in accordance with suppliers requirements.

1.25 ANTIQUITIES AND ITEMS OF VALUE AND INTEREST Report immediately the finding of any fossils, antiquities, pre-1900 items, or objects of value. Ensure they remain undisturbed until approval is given for their removal.

1.26 MEANS OF COMMUNICATION All directions and approvals in writing.

1.27 WORKING HOURS Work on site is restricted to between 0800 to 1800, Monday to Friday, excluding statutory holidays. Work outside these hours may be permitted, with prior approval in writing by the owner.

1.28 RESTRICTIONS Do not: - smoke on site - light rubbish fires on the site - bring dogs on to or near the site - bring radios/audio players on to the site.



1.29 QUALITY ASSURANCE

n Z 7 1^'^°!'^ ' ^3 " ' ^ ' ''^^''^^ °^ qua'fy and accuracy Provide all necessary matenals, equipment, planL attendances, supervision inspections and programming to ensure required standards are met. inspections and

1.30 DAMAGE AND NUISANCE Prevent damage and nuisance from water, fire, smoke, vehicles, dust rubbish noise and

f ' ZeT . i : ^ ^ ^ ^^^^^^ comply With the requirements Of t S ^ r

1.31 SET-OUT AND DATUM Set out the works to conform with the drawings. Establish a permanent sifP dafirr. tn

S S d t g t a l f " " ^ " ° ° ' « - '=«onsh lMo o T h L T S g l d t : ' "

1.32 EXECUTION OF THE WORK Conform to the requirements ofthis specification. Ensure work is level plumb and truP

1.33 MATERIALS AND PRODUCTS Use only new materials and products, unless stated otherwise ofthe soecified oualltv and complying with cited documents. specified quality

1.34 COMPATIBILITY Ensure all parts of a construction or finish are compatible and their individual use approved by the manufacturers and suppliers of otKer parts of the system Source all parts of a system from a single manufacturer or supplier. ^ôurceaii

1.35 CLEAR AWAY

rrfrSni^l'^ Clear away trade debris, unused materials and elements from the site On o n S S ' ° " work leave the building clean and ready for occupancy with all services c ^ - S r d X t r X ^ ^ ^ Remove t e ' m p o ^ a r y l t r g r ^

1.36 CLEAN

Clean and wash down extemal surfaces to remove dirt, debris and markino Clean mter^r surfaces including floors, glass, cabinetwork, joinery, sanitary anS^hardware



1233 DOCUMENTS REFERENCED 1. GENERAL

Documents listed below are, when referred to in the text, part ofthis specification. However, this specification takes precedence in the event of it being at variance with and requiring a higher standard than any cited document.

1.1 ACTS AND REGULATIONS Building Act 2004 Gas (Safety and Measurement) Regulations 2010 Health and Safetv in Employment Act 1992 Electricity (Safety) Regulations 2010 Plumbers, Gasfitters and Drainlayers Act 2006

1.2 NEW ZEALAND BUILDING CODE VERIFICATION METHODS NZBC E2/VM1 External moisture NZBC G12A/M1 Water supplies

1.3

1.4

NEW ZEALAND NZBC BI/ASI NZBC B2/AS1 NZBC DI/ASI NZBC EI/ASI NZBC E2/AS1 NZBC E2/AS3 NZBC F2/AS1 NZBC F7/AS1 NZBCG 1/ASl NZBC GIO/ASI NZBC G11/ASl NZBC Gl 2/ASl NZBCG 13/AS2

NEWZEALAND AS/NZS 1604.3 AS/NZS 2269.0 AS/NZS 2589 AS/NZS 2642.2

AS/NZS 2699.1 AS/NZS 3000 NZS 3101.1 NZS 3103 NZS 3104 NZS 3109 NZS 3114 AS/NZS 3500.2 AS/NZS 3500.3 NZS 3501 NZS 3602 NZS 3603 NZS 3604 NZS 3622 NZS 3631 AS/NZS 4130 NZS 4210 NZS 4211 NZS 4218 2004 NZS 4223.1 NZS 4223.3 NZS 4223.4 NZS 4229

BUILDING CODE ACCEPTABLE SOLUTIONS Structure - general Durability Access routes Surface water External moisture External moisture Hazardous building materials Domestic smoke alarms Personal hygiene Piped services - Gas Gas as an energy source Water supplies Foul water - Drainage

STANDARDS Specification for preservative treatment - Plywood Plywood - Structural - Speciflcations Gypsum linings - Application and finishing Polybutylene pipe systems - Polybutylene pipe for hot and cold water applications Built-in components for masonry construction Wall ties Electrical installations (known as the Australian/NZ Wiring Rules) Concrete structures standard Sands for mortars and plasters Speciflcation for concrete production Concrete construction Concrete surface flnishes Plumbing and drainage - Sanitary plumbing and drainage Plumbing and drainage - Stormwater drainage Speciflcation for copper tubes for water, gas and sanitation Timber and wood-based products for use in building Timber structures standard Timber-framed buildings Verification of timber properties New Zealand national timber grading rules Polyethylene (PE) pipes for pressure applications Masonry construction materials and workmanship Specification for the performance of windows Energy efficiency - Housing and small building envelope Glazing in buildings - Glass selection and glazing Glazing in buildings - Human impact safety requirements Glazing in buildings - Wind, dead, snow and live actions Concrete masonry buildings not requiring specific engineering design

© GIL Masterspec Jul 2014 1233 DOCUMENTS REFERENCED Page 13


^ S i ^ M « P"""? P.' ^*®'''"9 - Cement plasters for walls, ceilings and soffits AS/NZS 4666 Insulating glass units AS/NZS 4671 Steel reinforcing materials AS^ ;NZS4858 Wet area membranes Svc lo^nf installations - general installations NZb b803 Acoustics - Construction noise

1.5 BUILDING RESEARCH ASSOCIATION OF NEW ZEALAND (BRANZ) Weathertight Solutions Vol. 2: Stucco Good practice guide: Tiling Good practice guide: Membrane roofing Bulletin 441 - Sealed joints in extemal claddings - 2. Sealants Bulletin 519 - Fasteners selection

1.6 OTHER DOCUMENTS Cement & Concrete Association of New Zealand " ^ J ^ l ^ ^ ^ p - - °^ practice for weathertight concrete and concrete masonry

Department of Labour - Occupational Safety and Health (OSH) " ^gP^g^^g^-ggêoLgj^cticej^^ and shafts for foundatinn.^ - Repainting lead based paints ~ ~ — ^

Membrane Group New Zealand Inc. - MGNZ CoPTM: Code of practice for torch-on membrane systems for roofs and decks

New Zealand Demolition and Asbestos Association (NZDAA) " Best Practice Guideline for Demolition in New Zealand. - New Zealand_Giiidejlne.s for the Mariaaement and Removal of Asbesto.g

New Zealand Metal Roofing Manufacturers Inc - NZMRMCOP: NZ Metal roof and wall cladding: Code of practice

Window Association ofNew Zealand Incorporated (WANZ) - WANZ PQAS: Powder Coating Quality Assurance System - m m m a M o n G u i d e ; . The WANZ Guide to Window Installation as described in

hZ/AS1 Amendment 5.

> ClL Masterspec Jul 2014 1233 DOCUMENTS REFERENCED Page 14


2100 DEMOLITION WORK. 1. GENERAL

Refer to 1213 SELECTIONS/drawings for specific producL material, accessories and finish selections.

1.1 QUALIFICATIONS Carry out work using persons competent and experienced in the trade.

1.2 SURVEY EXISTING BUILDING Carry out a thorough survey and examination ofthe building to ensure the extent, sequence, technique and method of demolition proposed can be safely and efficiently carried ouL

1.3 HEALTH AND SAFETY Conform with the Health and Safety in Employment Act 1992 and the NZDAA Best practice guidelines for demolition in New Zealand.

1.4 NUISANCE Take all precautions necessary to minimise nuisance caused by dust, dirt, rubbish and water.

1.5 NOISE Refer to NZS 6803, table 2, Recommended upper limits for construction noise... for the allowable upper limits of construction work noise in residential areas over the various time periods. Use silenced and noise insulated plant to ensure compliance.

2. PRODUCTS

2.1 MATERIAL FROM DEMOLITION Material from the demolition becomes the property of the contractor except fbr items designated for reuse or removal by others. Remove redundant materials from the site as work proceeds.

3. EXECUTION

3.1 DISCONNECTSERVICES Before commencing demolition, disconnect services and remove associated fittings and equipment.

3.2 PROTECTION Protect retained parts of existing buildings, site and site structures, trees and shrubs.

3.3 SUPPORT Support and brace the existing structure during the cutting of new openings or the replacement of structural parts. Prevent debris from overloading any part ofthe structure. Do not remove supports until the new work is strong enough to support the existing structure. Ensure all work remains structurally stable and sound.

3.4 TEMPORARY SCREENS Erect screens to maintain security and to prevent penetration of weather, dust and dirt.

3.5 SITE SAFETY Prevent access by unauthorised persons. Illuminate and protect all holes, unsafe buildings and other hazards. Leave site and buildings safe at the close of each day's work.

3.6 ASBESTOS Where demolition work includes contact with or removal of material containing asbestos, conform with the NZDAA New Zealand guidelines for the management and removal of asbestos.

© GIL Masterspec Jul 2014 2100 DEMOLITION WORK. Page 15


2200 GROUNDWORKS AND PREPARATION

1.1

1.2

2.

2.1

3.

3.1

3.2

3.3

3.4

3.5

3.6

3.7

GENERAL

^l . th f e l l c t i o n f ^ P ^ " " ^ '^^^^^'•^'' ôcessones and

QUALIFICATIONS

Carry out work using persons competent and experienced in the trade.

SITE SAFETY Provicie proper support for excavations. Cover holes and fence off open trenches and

PRODUCTS

FILLING MATERIALS Volcanic tuff:

Rock fill:

(Scoriaceous tuFof variable^g>ading exc âpapieofêing_p^^^ as specified.

Sand

Hardcore: Granular base:

Dressing course:

jHard material comprisTngTock, S |run of pit scona, or other comparable inert material capable of ' i?..ein£Placed^^^ Clean sand of such grading in particle sTzâsTo an ^ ^ O].ec^hariical com^ ^ densj^ |?.o.[LapxcmshM^^^^^ ~ ^ , „ , , g j j i i i v ^ ; y i c a u i l i y .

Screened crushed gravel or scoria graded in size from 20mmTo 7mm, clean. When tested with a standard sieve of 4 75 opening no material is to pass

Free-draining aggregate:

Scoria to GAP 20 grîngror ''dirtffoot^^^^ ..aL!.in.,jrad^^^^ Scoria or crushed graveTgraded 50 to 'l4 clean."

EXECUTION

EXCAVATION GUIDELINES

PROTECT EXISTING

Protect from damage existing buildings, structures, roads, paving and services nominated on the drawings as being retained, throughout the course of the work "^-^'nated SURFACE PREPARATION To NZS^604, 3.5 Site preparation, remove all turf vegetation trees toosoil stiimn<; and rubbish from the area being built on. ^ '

UNDERGROUND ELEMENTS AND SERVICES Break out and remove underground elements and redundant services Report for instructions when unexpected voids, made-up ground or services are encountered Seal off the ends of drains or remove to NUO approval. û.nerea. c eai

GENERAL EXCAVATION Trim ground to required profiles, batters, falls and levels. Remove loose material Protect cut faces from collapse. Keep excavations free from water

EXCAVATION FOR FOUNDATIONS Take foundation excavations to depths shown. Keep trenches plumb and straiqht bottoms level and solid, stepped as detailed and clean and free of water

INADEQUATE BEARING |bearingJs in ^ ^ ^ ^ and backfill with material as follows-elabs on grade: [Hardfill ^-

' CIL Masterspec Jul 2014 2200 GROUNDWORKS AND PREPARATION Page 16


Footings: Service trenches:

10 MPa concrete Hardflll

If excavation exceeds the required depths, backfill and compact to the correct level with listed material.

3.8 GENERAL BACKFILLING Compact backfilling in 150mm layers, with the last 200mm in clean topsoil, lightly compacted and neatly finished off

©GIL Masterspec Jul 2014 2200 GROUNDWORKS AND PREPARATION Page 17


2310 PILE FOUNDATIONS 1. GENERAL

Refer to 1213 SELECTIONS/drawings for specific product, material, accessories and finish selections.

1.1 QUALIFICATIONS Carry out work using persons competent and experienced in the trade. Work to be carried out by or supervised by the appropriate LBP.

2.

2.1

PRODUCTS

TIMBER PILES Radiata pine H5 CCA (preservative code 01 or 02) treated , to NZS 3602, table 1 Requirements for wood-based building components, and to NZS 3604, 6.4 Piles, for types and footings.

2.2 ACCESSORIES Nails:

Bolts and screws:

Nail plates:

jSteel, stainless steel and galvanized steel of pattern to NZS 3604, [table 6.6 Nailing schedule for hand-driven and power driven-Inails, and NZS 3604, 4, Durability.

Concrete:

iSteel, stainless steel and galvanized steel to NZS 3604, 6 iFoundation and subfloor framing, and NZS 3604, 4 Durability. IStainless steel and galvanized steel toothed or nailed steel plates jto the plate manufacturer's design forthe particular locations ishown on the drawings and to NZS 3604, 4 Durability. iFor piles, prescribed grade 17.5 MPa to NZS 3104, table 3.1 iPrescribed mixes (P).

Corrosion risk llf timber treatments other than CCA (preservative code 01 or 02) ;are used, stainless steel fixings/connectors must be used in jwet/damp areas in all zones.

3.

3.1

EXECUTION

EXECUTION GENERALLY Comply with NZS 3602, NZBC B2/AS1 and NZS 3604 except as varied by this specification. Execution to include those methods, practices and processes contained in the unit standards for the National Certiflcate in Carpentry and the National Certificate in Joinery (cabinetry, exterior joinery, stairs). In the Canterbury Earthquake Region comply with the changes to NZS 3604 in NZBC B1/AS1.

3.2 INSTALL SQUARE TIMBER PILES Prepare for, place and secure as detailed on the drawings.

) GIL Masterspec Jul 2014 2310 PILE FOUNDATIONS Page 18


3110 CONCRETE WORK 1. GENERAL

Refer to 1213 SELECTIONS/drawings for specific product, material, accessories and flnish selections.

1.1 QUALIFICATIONS Carry out work using persons competent and experienced in the trade. Structural and foundation work to be carried out by or supervised by the appropriate LBP.

2. PRODUCTS

2.1 REINFORCEMENT Bars to AS/NZS 4671, grade 300E deformed, other than for ties, stirrups and spirals, unless shown otherwise on the drawings. Welded reinforcing mesh to AS/NZS 4671 Class E. Mild drawn steel tying wire not less than 1.2mm diameter.

2.2 SPACERS AND CHAIRS Precast concrete or purpose made moulded PVC. Use concrete spacer blocks only where the concrete surface is not exposed in the finished work.

2.3 CONCRETE Strength as selected. Ready-mix normal grade, maximum aggregate size 19mm to NZS 3104. Site mixed prescribed grade, using either separate batching of sand and coarse aggregate, or builder's mix, to NZS 3104.

3. EXECUTION

3.1 HANDLE AND STORE REINFORCING Handle and store reinforcing steel and accessories without damage or contamination. Ensure reinforcement is clean and remains clean and free of contamination that may reduce bonding capacity.

3.2 FALSEWORK AND FORMWORK Use falsework and formwork of sufficient strength to retain and support the wet concrete to the required profiles and tolerances. Select formwork finish to produce the specified finished quality.

3.3 CUT AND BEND Cut and bend bars using proper bending tools to avoid notching and to the requirements of NZS 3109. Do not rebend bars without written approval. Bend main reinforcing bars, stirrups and ties to the former pin diameters as given in NZS 3109, figure 3.1, Standard bend, hook and stirrup.

3.4 SECURE REINFORCEMENT Secure reinforcement adequately with tying wire and place, support and secure against displacement when concreting. Bend tying wire back well clear ofthe formwork. Spacing as dimensioned, or if not shown, to the clear distance minimums laid down in NZS 3109, 3.3.Hooks and bends.

3.5 LAPPED SPLICES Set length of laps, where not dimensioned on the drawings, in accordance viith NZS 3109: 3.7, Splices in reinforcement. Increase laps of plain round steel by 100%.

3.6 COVER Minimum cover to reinforcing as shown on the drawings and to NZS 3109, 3.8 Cover. Fix chairs for top reinforcement in slabs at 1.0 metre centres. Cover tolerances to NZS 3109, 3.8.Cover. Mesh for slabs to be within 50mm to 75mm of the slab outside edge.

3.7 SURFACE FINISHES To comply with NZS 3114, section 105 Specification of finishes, or as denoted on the drawings. Formwork linings and surface finishes as nominated for both fair face and

© GIL Masterspec Jul 2014 3110 CONCRETE WORK Page 19


concealed or exposed surfaces. Surface tolerances to comply with NZS 3114, section 104 Surface tolerances and 105.3.2.

3.8 CASTING IN Build in grounds, bolts and fixings for wall plates and bracing elements, holding down bolts, pipes, sleeves and fixings as required. Form pockets, chases and flashing grooves as required. No grounds exceeding 100mm in length. Minimum cover on conduits 40mm. Do not encase aluminium items in concrete. Do not paint steel embedded items more than 25mm into the concrete encasemenL Cut back form ties to specified cover and fill the cavities with mortar. Wrap all pipes embedded in concrete with tape to break the bond and to allow for expansion.

3.9 SURFACE REPAIRS Make good surface defects as soon as forms are stripped. Make good hollows or bony areas with 1:2 mortar, finished to the same tolerances as the parent concrete. Fill tie rod holes with 1:2 mortar.

3.10 CURING OF CONCRETE Keep damp for not less than seven days. Ensure curing of slabs commences as soon as possible after final finishing, by the use of continuous water sprays, or ponding. Alternately, apply a curing membrane. Ensure any membrane used will not affect subsequent applied finishes.

3.11 STRIKE FORMWORK Strike formwork without damaging or overloading structure.

' Masterspec Jul 2014 3 „ 0 GONGRETE WORK Page 20


3800 1.

2.

2.1

2.2

2.3

3.

3.1

3.2

TIMBER FRAMING GENERAL


Use experienced competent carpenter familiar with the materials and techniques specifled. Work to be carried out by or supervised by the appropriate LBP.

PRODUCTS

TIMBER FRAMING GENERALLY Species, grade and level of treatment to NZBC B2/AS1, NZS 3602, tables 1 to 3 Requirements for wood-based building components..., and moisture content to NZS 3602, table 4 Allowable moisture content Structural Grade (SG) to NZS 3604 NZS 3622 with properties to NZS 3603.

TIMBER TRUSSES

To FTMA Code of Practice. Moisture content 16% at supply.

ACCESSORIES

Stud straps

Nails, bolts and screws:

Nail plates connectors:

Damp-proof course: Polypropylene tape run horizontal at 300rnm cem ^ ^ over flexible wall underlay, for drained cavities with stud spacings greater than 450mm. Steel, stainless steel, galvanized steel of pattern to suit the location and to BRANZ BU 519: Fasteners selection. To NZS 3604. 4 Durabijity and NZBC E2/AS1

Corrosion risk

High impact embossed polyethylene

Stainless steel and/or galvanized steel toothed or naiied piates to the plate manufacturer's design for the particular locations as shown on the drawings and to NZS 3604, 4 Durability. Galvanized steel and stainless steel connectors and brackets to the connector manufacturer's design for locations shown on drawings and to NZS 3604, 4 Durability and NZBC E2/AS1 For exterior timlDer, timber in damp areas and timber subject to occasional wetting, use only stainless steel (or equivalent) fixings and connectors, when the timber is treated with; Copper Azole (CuAz, Preservative code 58), Alkaline Copper Quaternary (ACQ, Preservative code 90), Micronise Copper Azole (code 88) or Micronised Copper Quaternary (code 89).

EXECUTION

ATTENDANCE

Provide and fix blocks, nogs, openings and other items as required by others.

MOISTURE CONTENT Maximum allowable moisture content to NZS 3602, table 4 Allowable moisture content..., for framing supporting interior linings: Framing at erection 24% Framing at enclosure Framing at lining

20% 16%

3.3 EXECUTION GENERALLY To NZS 3604 except as varied in this specification. To include those methods, practices and processes contained in the unit standards for the National Certificate in Carpentry and the National Certificate in Joinery (cabinetry, exterior joinery, stairs). Set out framing in accordance with the requirements of NZS 3604 and as required to support sheet linings and claddings.

©CIL Masterspec Jul 2014 3800 TIMBER FRAMING Page 21


3.4 INSTALL SUB-FLOOR FRAMING Frame up off foundation walls and piles, all fabricated, fastened and braced to NZS 3604, 6 Foundation and subfloor framing.

3.5 INSTALL FLOOR, WALL AND ROOF FRAMING Floors and bottom plates framed and fastened to NZS 3604, 7 Floors. Frame walls to required loading and bracing complete with lintels, sills and nogs, all fabricated and fastened to NZS 3604, 8 Walls. Frame roof to required loading and bracing complete with valley boards, ridge boards and purlins to NZS 3604, 10 Roof framing. Design and fit roof trusses complete with anchorage. All fabricated and fastened to NZS 3604, 9 Posts, and NZS 3604, 10 Roof framing.

3.6 BATTENS For drained cavity construction nominal 20mm H3.1 cavity battens to NZBC E2/AS1, 9.1.8.4 Cavity battens. For direct fix cladding window and door openings nominal 20mm H3.1 jamb battens to NZBC E2/AS1, Fig. 72A.

© GIL Masterspec Jul 2014 3800 TIMBER FRAMING Page 22


4220 1.

1.1

2.

2.1

2.2

2.3

2.4

3.

3.1

3.2

3.3

3.4

3.5

3.6

3.7

WALL CLADDING GENERAL Referto 1213 SELECTIONS/drawings for specific product, material, accessories and finish selections.

QUALIFICATIONS

Carry out work using persons competent and experienced in the trade.

PRODUCTS FIBRE CEMENT WEATHERBOARD Cellulose cement autoclaved boards.

FIBRE CEMENT SOFFIT LINING Cellulose cement autoclaved sheets.

TIMBER FASCIAS AND BARGE BOARDS As selected, or radiata pine to NZS 3631 for grading and to NZS 3602, table 2 Requirements for wood-based building components..., for selection and treatment.

ACCESSORIES Wall underiay: Rigid Air Barriers: Jointers:

[Breather type, waterproof lP.[g.Plietary rigid sheet pre-cladding systems

Nails, screws, fastenings:

|To suit cladding type and thickness iMetal, size and pattern, to cladding manufacturer's requirements jSnd complying with the relevant aspects of NZS 3604, section 4: jDurability and E2/AS1.

EXECUTION

MOISTURE CONTENT Maximum allowable moisture content to NZS 3602. table 4 Allowable moisture content....

EXECUTION GENERALLY To NZBC E2/AS1 except as varied in this specification. Execution to include those methods, practices and processes contained in the unit standards for the National Certificate in Carpentry and the National Certificate in Joinery (cabinetry, exterior joinery stairs).

INSTALL WALL UNDERLAY/RIGID AIR BARRIER

Fix to the manufacturer's requirements. Refer to 1213 SELECTIONS for type

CAVITY BATTENS OR JAMB BATTENS As specified in the section 3800 TIMBER FRAMING, to suit the selected wall cladding and construction type. INSTALL FIBRE CEMENT WEATHERBOARD Install level, true to line and face, to the manufacturer's requirements and NZBC E2/AS1. 9.5 Fibre cement weatherboards.

INSTALL FIBRE CEMENT SOFFITS Cut sheets dry and scribe fit to fully support all edges and joints. Nail and drill for and insert fasteners to the sheet manufacturer's requirements. Fit complete with jointers and capping moulds. Refer to the cladding manufacturer's literature for fixing details and flxings durability requirements to NZS 3604, section 4 Durability.

INSTALL EXTERIOR TIMBER FINISHINGS Install timber fascias, barge boards, facings, beads, trim and enclosures level, true to line and face, with all end grain sealed and joints mitred.

© GIL Masterspec Jul 2014 4220 WALL GLADDING Page 23


3.8 INSTALL FLASHINGS Install flashings, covers and soakers as detailed on the drawings and to NZBC E2/AS1, 4.0 Flashings.

3.9 USE OF SEALANTS Selection and use of sealants to follow BRANZ BU 441: Sealed joints in external claddings - 2. Sealants.

3.10 COMPLETE Complete all flashings, finishings and trim so the cladding system is completeiy weathertight.

© GIL Masterspec Jul 2014 4220 WALL GLADDING Page 24


4310 ROOFING 1. GENERAL


1.1 QUALIFICATIONS Use experienced competent roofers familiar with the materials and techniques specified. Work to be carried out by or supervised by the appropriate LBP.

1.2 WIND AND EARTHQUAKE LOADINGS Use fixings and methods capable of sustaining the loads appropriate to the area as set out in NZS 3604, section 5 Bracing design, and conflrmed under 1212 COMPLIANCE.

2. PRODUCTS

2.1 PROFILED METAL Profile, metal and finish as selected. Accessories, cappings, flashings and fixings to match and to the roofing manufacturer's requirements.

2.2 ACCESSORIES Tile battens: Douglas fir or radiata pine, SG6, treated HI.2, size, spacing and

fixing to NZS 3604, table 10.12, Tile battens for all wind zones. Roof underlays: As selected. Nails, screws, fastenings:

Flashings:

Metal, size and pattem, to roofing manufacturer's requirements and complying with the relevant aspects of NZS 3604, section 4 Durability and NZBC E2/AS1. As required.

3.3

3.4

3. EXECUTION

3.1 STORAGE Stack rooflng and accessories on clean, level areas of the site. Cover and protect from damage and from weather until ready to fix in place.

3.2 SET-OUT Set out the planned layout before fixing commences, to ensure true lines and the correct relationship to module, grid and roof features. Overlaps to face away from prevailing wind direction.

LAY ROOF UNDERLAY

Lay and fix to NZBC E2/AS1, 8.1.5 Roof Underlays.

TAKE CARE Take care to avoid damaging pre-finished roofing both during and after fixing. Mark only with chalk or spirit-based pen. Wear only soft-soled shoes on the finished surface. Remove metal filings daily.

3.5 INSTALL PROFILED METAL Use cutting tools recommended by the roofing manufacturer. Fold ends and seal cut edges to the roofing manufacturer's requirements. Fix complete with matching accessories, flashed to roof features and penetrations; all in accordance with NZ metal roof and wall cladding code of practice and NZBC E2/AS1: 8.4 Profiled metal roof cladding.

3.6 FIXINGS AND SEALANTS Refer to the roofing manufacturer's literature for fixing details and to NZS 3604 for fixings durability requirements. Select and use sealants only as recommended by the roofing manufacturer.

©GIL Masterspec Jul 2014 4310 ROOFING Page 25


3.7 INSTALL COVERS AND FLASHINGS Provide apron, verge and ridge flashings. Install and fix as detailed and to the rooflng manufacturer's details and to comply with NZBC E2/AS1, 4.0 Flashings, NZBC E2/AS1: 5.0 Roof/wall junctions, and NZBC E2/AS1: 6.0 Parapets.

3.8 PENETRATIONS Flash and overflash penetrations through the roof Fit proprietary boots to pipework penetrations.

3.9 COMPLETE Ensure the work is complete with flashings, undercloaks, valleys, ridges and hips properly installed so the finished roof is completely weathertighL

3.10 CLEAR Clear trade debris and unused materials from the roof and surrounds regularly during the work and at completion. Sweep down the completed roof and flush out spoutings, gutters and rainwater pipes.

) GIL Masterspec Jul 2014 4310 ROQFING Page 26


4520 ALUMINIUM WINDOWS AND DOORS 1. GENERAL

Refer to 1213 SELECTIONS/drawings for specific producL material, accessories and flnish selections.

1.1 QUALIFICATIONS Fabricators/Installers to be experienced, competent trades people familiar with the materials and techniques specified.

1.2 CERTIFICATION Provide documentation that the windows and doors comply with NZS 4211 and safety glass complies with NZS 4223.3 as modified by NZBC F2/AS1 and NZBC B1/AS1.

1.3 WIND LOADINGS Refer to section 1212 COMPLIANCE for wind zone.

2. PRODUCTS

2.1 WINDOWAND DOOR REVEALS As selected, manufactured to comply with NZS 4211. Timber jamb liners to NZS 3602.

2.2 FLASHINGS To NZBC E2/AS1, 9.1.10 Windows and Doors and as required.

2.3 POWDER COATING FINISH To WANZPQAS: Powder Coating Quality Assurance System. All finished surfaces to show uniformity of gloss and colour (to match sample) free of all coating defects.

2.4 SEALANT, GLAZING TAPE AND GASKETS To the window manufacturer's requirements.

2.5 FIXINGS Ensure fixings and bracketing are compatible with aluminium. Do not use electroplated zinc fasteners or brass fastenings.

3. EXECUTION

3.1 OPENING PREPARATION Confirm framing openings (including jamb battens for direct fix cladding) on site for dimension, plumb and straightness prior to fabrication or ordering of aluminium joinery. Prepare and trim to WANZ Window Installation Guide requirements. For openings over OOOmm wide on cavity construction provide sill support bars.

3.2 EXECUTION GENERALLY To NZBC E2A/M1 and NZBC E2/AS1. Install to WANZ Window installation Guide requirements.

3.3 HANDLING Avoid distortion of elements during transit, handling and storage. Prevent pre-finished surfaces from rubbing together. Prevent contact with mud, plaster and cement. Do not deliver to site any elements which cannot be immediately unloaded into suitable conditions of storage.

3.4 CORROSION PROTECTION Seal or suitably coat cut ends and holes drilled in aluminium before the frames are installed. Before fixing, apply bituminous coatings, slips or underlays between dissimilar metals in contact, or aluminium in contact with concrete.

> GIL Masterspec Jul 2014 4520 ALUMINIUM WINDOWS AND DOORS Page 27


3.5 FIX FRAMES Fix frames rigidly in place without distortion, to the window manufacturer's requirements and to NZBC E2/AS1, 9.1.10.8, Attachments for windows and doors, plumb, true to line and face, weathertight and with all openings operating freely.

3.6 DRAINAGE Anti-condensation channels to sills. All sills to sashes and fixed lights to incorporate positive drainage to the exterior.

3.7 GLAZING INSTALLATION All glass held in aluminium beads and black PVC gaskets.

3.8 SAFETY GLASS INSTALLATION Use in doors, sidelight panels, low level windows and all other locations to comply with NZS 4223.3, as modified by NZBC F2/AS1. 1.0 Glazing and NZBC BI/ASI. 70 Glazing.

3.9 INSTALL FLASHINGS Install flashings to heads, jambs and sills of frames as supplied and required by the window manufacturer and as detailed on the drawings. Finish on head flashings to match window finish.

3.10 SEAL FRAMES ON SITE Seal frames to each other and to adjoining structure and finishes, all as required by the window manufacturer and to make the installation weathertight. Provide a continuous internal air seal between reveals and framing, using sealant over a backing rod.

3.11 SAFETY Indicate the presence of transparent glasses for the remainder ofthe contract period, with whiting, tape or signs compatible with the glass type. Indicators other than whiting must not be applied to the glass surface. Permanent manifestations to comply with NZS 4223.3, 303.1 Manifestations (making glass visible).

3.12 CLEAN GLASS AND FRAMES Clean off or remove glass indicators at completion of the building. Clean glass inside and out to a shining finish. Clean down both sides of window and door frames using the methods required by the window and door manufacturer.

© GIL Masterspec Jul 2014 4520 ALUMINIUM WINDOWS AND DOORS Page 28


4610 GLAZING 1. GENERAL


1.1 QUALIFICATIONS Glaziers to be experienced, competent trades people familiar with the materials and techniques specified.

1.2 CERTIFICATION If not supplied with windows, provide documentation that the safety glass complies with NZS 4223.3 as modified by NZBC F2/AS1 and NZBC BI/ASI.

2. PRODUCTS

2.1 GLAZING TAPE Pressure sensitive, self-adhesive vinyl foam tapes, selected to suit the glazing detail.

2.2 GLASS THICKNESS As selected and to NZS 4223.1, NZS 4223.3, NZS 4223.4 and NZBC BI/ASI, 7.0 Glazing.

2.3 INSULATED GLASS UNITS As selected and to AS/NZS 4666.

2.4 SETTING BLOCKS Neoprene, 80-90 Shore A hardness, set at quarter points or to detail, at the base of glass panes.

3. EXECUTION

3.1 EXECUTION GENERALLY To NZS 4223.1, and for human impact safety glazing to NZS 4223.3, both modified by NZBC BI/ASI, 7.0 Glazing. Insulating glass units to AS/NZS4666.

3.2 INSTALL GLASS TO ALUMINIUM FRAMES Install glass to NZS4223.1. - Bead glaze to Section 4 Glazing. - Channel glaze to Section 4 Glazing, and Section 5 for Framed, Unframed. Partly

Framed Glass Assemblies.

3.3 SAFETY Indicate the presence of transparent glasses, with whiting, tape or signs compaflble with the glass type. Do not apply indicators other than whiting to the glass surface. Permanent manifestations to comply with NZS 4223.3, 303.1 Manifestation (making glass visible).

3.4 CLEAN Clean off or remove indicators at completion of the building. Clean glass inside and out to a shining finish.

I CIL Masterspec Jul 2014 4610 GLAZING Page 29


4710 THERMAL INSULATION 1. GENERAL


1.1 QUALIFICATIONS Installers to be experienced, competent trades people familiar with the materials and techniques specified.

2. PRODUCTS

2.1 THERMAL INSULATING BLANKET Roll form insulation blanket manufactured from fibreglass or polyester.

3. EXECUTION

3.1 INSTALL INSULATION - GENERAL Lay, install, fit and fix to NZBC HI/ASI: Energy efficiency. 2.0 Building thermal envelope, and to the insulation manufacturer's requirements. Install in housing to NZS 4218 and NZS 4246.

3.2 FIT THERMAL INSULATING BLANKET Install in ceiling/roof cavity and mid-floor cavity were specifled Slighfly oversize length for friction flt and tear by hand across pad and fill cavity. Tear to smaller pieces for smaller spaces and around penetrations. Leave no gaps between, and maintain full thickness of the insulating segments over the whole of the installation. Do not cover vents.

> GIL Masterspec Jul 2014 4710 THERMAL INSULATION Page 30


5110 INTERIOR LININGS AND TRIM 1. GENERAL


1.1

1.2

2.

2.1

2.2

2.3

2.4

3.

3.1

3.2

3.3

3.4

FRAMING MOISTURE CONTENT Maximum allowable moisture content to NZS 3602, table 4 Allowable moisture content....

PROTECT Protect joinery, fittings and finishes already in place from water staining or damage from lining installation. Ensure building is weatherproof before lining work commences.

PRODUCTS

PLASTERBOARD Gypsum plaster core encased in a durable face and backing paper formed for standard use, bracing use, fire rated use and water resistance use.

PLASTERBOARD ACCESSORIES External angles: Casing bead:

Slim type 0.5mm galvanized steei

Cornice: Slim type 0.5mm galvanized steel or PVC.

Nails: Plasterboard scotia jype. Galvanized ciouts 40mm x 2.5mm.

Screws:

Jointing compound & paper tape: Adhesive:

40mm X 6 gauge zinc eiectro-piated bugle head gypsum drywall screws To the board manufacturer's requirements.

!y!.y.LU:P.yLPOse .M^

NAILS Zinc-plated steel, stainless steel and galvanized steel of pattern to suit location and to BRANZ BU 519: Fasteners selection.

INTERIOR FINISHING TRIM Timber selection to NZS 3602, table 3 Requirements for wood-based building components.... Profile as selected or to match existing. Jointer profiles to suit location.

EXECUTION

SUBSTRATE To NZS 3604, section 8 Walls, section 10 Roof framing, section 12 Interior linings, section 13 Ceilings, and the standard required by the lining manufacturer's requirements. Ensure moisture content of timber framing is at or below specified levels.

CONFIRM LEVELS OF PLASTERBOARD FINISH Before commencing work, conflrm the surface flnish assessment procedures necessary to ensure the specifled levels of flnish will be obtained. Provide levels of finish as laid down in AS/NZS 2589.

LINE PLASTERBOARD CEILINGS AND WALLS Line walls and ceilings with plasterboard sheets, fastened to the plasterboard manufacturer's requirements.

SPECIAL PLASTERBOARD LININGS Line wet area walls with water resistant plasterboard sheets using adhesive and nail fixing to studs at centres to suit the surface finish. Form bracing panels using high density plasterboard sheets fixed with clout-washers and clouts and to conform to NZS 3604, 5.4 Wall bracing design, and 13.5 Structural ceiling diaphragms. Form sound rated panels following the sheet manufacturer's specifications and details for the required

©GIL Masterspec Jul 2014 5110 INTERIOR LININGS ANO TRIM Page 31


sound rating. Form fire rated panels following the sheet manufacturer's specifications and details for the required fire rating.

3.5 FIX PLASTERBOARD EXTERNAL ANGLES Fix full length to external corners, with clouts at 100mm each side staggered.

3.6 PLASTERBOARD JOINTING AND STOPPING Fill joint recess with bedding compound, centre the paper tape, apply second coat of bedding compound followed by a coat of finishing compound. Allow to dry and lightly sand off. Fill nail holes and fiush up external angles with two successive coats of bedding compound followed by a coat of finishing compound. Allow to dry and lightly sand off All to the plasterboard manufacturer's requirements.

3.7 LEVELS OF FINISH Provide levels of finish to standards laid down by AS/NZS 2589 as follows: Level 4: For thin coating finishes (paint) and surfaces receiving light texture or

wall covering finishes Level 5: Where specifically detailed for surfaces receiving thin coating finishes

(paint).

3.8 INSTALL TRIM Scribe and fit reveal linings to exterior timber joinery, architraves to interior joinery, skirtings to walls and timber beads to wall/ceiling junctions, and other trim as detailed.

© GIL Masterspec Jul 2014 5110 INTERIOR LININGS AND TRIM Page 32


5230 INTERIOR DOORS & FRAMES 1. GENERAL


1.1 QUALIFICATIONS Trades people qualified or experienced in those methods, practices and processes contained in the unit standards for the National Certificate in Carpentry and the National Certificate in Joinery (cabinetry, exterior joinery, and stairs).

2. PRODUCTS

2.1 DOORS GENERALLY As selected.

2.2 INTERNAL JOINERY FRAMES Fabricate as detailed.

2.3 DOOR HARDWARE As selected.

2.4 NAILS Zinc-plated steel, stainless steel and galvanized steel of pattern to suit location and to BRANZ BU 519: Fasteners selection.

3. EXECUTION

3.1 PROTECT Protect joinery, fittings and finishes already in place from water staining or damage from lining installation. Ensure building is weatherproof before lining work commences.

3.2 FIT INTERNAL JOINERY FRAMES Wedge and rigidly fix in place without distortion, plumb, and true to line and face.

3.3 FIT HARDWARE Fit hardware selected and provided, all in accordance with the hardware manufacturer's requirements.

3.4 CHECK Check and adjust operation of doors sets, hardware and furniture.

. CIL Masterspec Jul 2014 5230 INTERIOR DOORS & FRAMES Page 33


5410 FLOORS 1. GENERAL


1.1 QUALIFICATIONS Workers / Installers to be experienced, competent trades people familiar with the materials and techniques specified.

2. PRODUCTS

2.1 PARTICLEBOARD FLOORING Flooring grade high density resin bonded.

2.2 SCREW FIXING PARTICLEBOARD OR PLYWOOD Sure-fast type countersunk 50mm x 10 gauge screws, with one-component polyurethane based construction adhesive or elastomeric construction adhesive. Increase screw lengths for flooring over 21mm thick.

3. EXECUTION

3.1 LAY PARTICLEBOARD FLOORING Fasten to the flooring manufacturer's requirements and NZS 3604, 7.2.3 Wood-based sheet flooring. Punch nails, flll holes, then sand with one coarse and one flne paper, hand sanding into comers.

> GIL Masterspec Jul 2014 5410 FLOORS Page 34


6700 PAINTING 1. GENERAL

Refer to 1213 SELECTIONS/drawings for speciflc product, material, accessories and flnish selections.

1.1 QUALIFICATIONS Carry out work using competent and experienced painters.

1.2 HEALTH AND SAFETY Refer to the requirements ofthe Health and Safety in Employment Act 1992 and if elimination or isolation is not possible, then minimise the hazards in this work. Refer to OSH publication. Repainting lead based paints, forthe required procedures and precautions when treating or removing lead based painL burning or sanding off painL or using solvent based paint removers.

1.3 SELECTIONS

Confirm all selections, colours and finishes with the owner.

2. PRODUCTS

2.1 PAINT As selected and to the paint manufacturer's standards for exterior and/or interior primers, undercoats, sealers, stains, clear coatings, solvent-borne and water-borne paints.

2.2 GAP FILLERS Linseed oil, putty, plastic wood, wood filler or plastic filler, to suit and to match the surface being prepared.

3. EXECUTION

3.1 INSPECT SURFACES Inspect surfaces being painted and report to the owner any that will not. after the preparatory work laid down by the paint manufacturer, allow work of the required standard. Confirm that all areas have adequate lighting and are sufficiently free of other construction activities to enable painting work to proceed.

3.2 EXISTING FINISHED SURFACES Ensure that all surfaces are sound, remove any. blistered, drummy. chalky, powdery, loose, soft or corroded material and make good. Remove or treat any surface contaminates or moss and mould to manufacturer's requirements.

3.3 PROTECT Cover up adjoining surfaces and areas liable to damage or over-painting.

3.4 REMOVE HARDWARE Remove hardware and door/window furniture and replace cn completion. Do not paint over permanently attached hinges, or any hardware items which cannot be removed.

3.5 PRIMING AND SEALING Ensure that priming and sealing work needed before or during construction is carried out when required.

3.6 ENVIRONMENTAL CONDITIONS Carry out work within acceptable temperature and humidity limits, with timber dry. all to the requirements of the paint manufacturer.

3.7 SHARP EDGES. CRACKS AND HOLES Repair as required by the paint manufacturer.

© GIL Masterspec Jul 2014 6700 PAINTING Page 35


3.8 PREPARE SURFACES Prepare surfaces as required by the paint manufacturer. Make good all damage and defects.

3.9 PAINT APPLICATION Apply paint by brush and/or roller to suit the location of the coating and to the paint manufacturer's requirements. Do not spray on site without express permission.

3.10 MANUFACTURER'S MANUALS Refer to the paint manufacturers' manuals and follow their preparation, sequence and application requirements applying to each system. Ensure all paint coats in any system are supplied by the same manufacturer.

3.11 SCUFF BETWEEN COATS Scuff between all coats to remove any dust pick-up. protruding fibres and coarse particles.

3.12 FINISHED PAINT SURFACES Finished paint surfaces to show uniformity of gloss and colour, with the correct thickness for each coat, and freedom from painting defects. Ensure finished work is clean and free of any disfigurement.

3.13 CLEAN Clean adjoining surfaces, glass and fittings of any paint contamination.

3.14 REFIT HARDWARE Refit hardware without damage to the hardware or the adjoining surfaces.

© GIL Masterspec Jul 2014 6700 PAINTING Page 36


7410 RAINWATER SPOUTING SYSTEM 1. GENERAL


1.1 LIAISON Ensure liaison with associated installations to ensure material selections are compatible and required flashing work is completed.

1.2 ELECTROLYTIC ACTION Avoid electrolytic action by eliminating contact or continuity of water between dissimilar metals.

2. PRODUCTS

2.1 PVC-U SPOUTING Proflle, jointing, brackets and fittings brand matched and complete to the spouting manufacturer's speciflcations.

2.2 PVC-U DOWNPIPES Tubes, stand-off brackets and fltflngs brand matched and complete to the manufacturers speciflcations.

3. EXECUTION

3.1 INSTALL PVC-U SPOUTING AND DOWNPIPES Fit and screw flx brackets, set to falls to ouflets. Ensure solvent welded or rubber ring jointed spouting sections are complete with all flttings to the spouflng manufacturer's requirements. Screw fix stand-off brackets, set pipes plumb and clear of the wall, solvent welded. Discharge into stormwater bends.

3.2 ENSURE Ensure rainwater services are operational, flashings complete and the building weathertight.

© GIL Masterspec Jul 2014 7410 RAINWATER SPOUTING SYSTEM Page 37


7700 ELECTRICAL 1. GENERAL

Refer to 1213 SELECTIONS/drawings for speciflc product, material, accessories and flnish selections.

1.1 COMPLY Comply with the Electricity (Safety) Regulations 2010, AS/NZS 3000 for listed and prescribed work and with the NUO's requirements. Apply for the service connection. Arrange for the required inspections of listed work. Pay all fees.

1.2 QUALIFICATIONS Carry out work by or under the direct supervision of an electrical licensed supervisor under the Electricity (safety) Regulations 2010.

1.3 ELECTRICAL CERTIFICATE OF COMPLIANCE Provide, prior to connection, a Certiflcate of Compliance (CoC) as required by the Electricity (Safety) Regulations 2010, to the owner and if required to the NUO. Allow the NUO to view before the meter installation, listed work inspection, polarity check and livening of supply.

1.4 ELECTRICAL SAFETY CERTIFICATE Provide an Electrical Safety Certificate (ESC), as required by the Electricity (Safety) Regulations 2010, to the owner and when required the BCA. To be provided at completion ofthe work, prior to Practical Completion.

1.5 SAFETY OF INSTALLATION Before installation work commences, provide a declaration of conformity to Electrical (Safety) Regulations 2010, regulations 57 & 58

2. PRODUCTS

2.1 CABLES Tough plastic sheathed copper conductors. Minimum sizes are indicated below. Increase these as necessary due to method of installation, cable length or load. Lighting circuits: 1.5mm2 on 10 amp MCBs for domestic construction Power circuits: 2.5mm2 on 16 amp MCBs for domestic construction

2.2 ELECTRICAL ACCESSORIES As selected and to the following details: Switch units

Switched socket units:

Minimum 16 amp, 230 volt flush polycarbonate units. For number of switches per unit, dimmer units, neon (indicator or toggle) units, locator units and 2-wa; units refer to the electrical drawings. _

Hot water system svvitchj Stove/range socket outlet and switch:

10 amp, 230 volt flush polycarbonate 3 pin combined switch units.

One way 20 amp switch complete with clamp for flexible PVC conduit.

32 amp, 230 volt flush polycarbonate 3 pin combined switch uniL with remote isolating switch.

3.

3.1

EXECUTION

CABLING Install with a maximum of 10 light outiet units or 6 switched socket units on any circuit. Separate circuits for all electric heating appliances. All cabling run concealed. No TPS cable laid directiy in concrete. Locate holes in timber framing for the passage of cables at the centre line of the timber member. Provide earth bonding and main earth.

© GIL Masterspec Jul 2014 7700 ELECTRICAL Page 38


3.2

3.3

3.4

3.5

INSTALL SWITCH AND SOCKET UNITS Fit single and double switch units and socket units level and plumb where shown on the drawings. Install at the following heights (to the centre of the unit) unless shown otherwise on the drawingsfor to match existing. Switch Units: 1000mm above floor Socket Units: 400mm above floor

150mm above work benches Mount switciies verticaiiy and sockeFunTts horizontally. Taberswitchu which contror electrical equipment by engraving on the rocker switch.

INSTALL LIGHT FITTINGS Install selected light fitflngs in the locations and heights shown on the drawings and in accordance with the fitting manufacturer's requirements. Recessed fittings to AS/NZS 3000. types IC-F, IC, CA-80 or CA-135 only (no clearance to insulaflon required for these types).

ELECTRIC POWERED FITTINGS AND EQUIPMENT Install and wire selected fittings and equipment to the Electricity (Safety) Regulations 2010 and the individual flttings and equipment manufacturer's requirements. Refer to the drawings for required layouts and locations for equipment.

COMPLETION Leave all fittings, lamps and tubes operational, with equipment and diffusers clean.

© GIL Masterspec Jul 2014 7700 ELECTRICAL Page 39

KENT

CLEAN AIR

KENT

CLEAN AIR

STANDARD AND PLINTH MODELS

ASSEMBLY, INSTALLATION & OPERATION INSTRUCTIONS READ A L L INSTRUCTIONS BEFORE ASSEMBLING, INSTALLING AND USING THIS APPLIANCE. GENERAL 1. The HORENZI and FL\MMA, when installed

according to these instructions, comply with the provisions of NZS 7421:1990 Appendix B -"Clearance Test for Free-standing Heaters".

2. The FIORENZI/FLAMMA meets the requirements of the Joint New Zealand/Australia Clean Air Standards NZS 7402, 7403. 7404-2: 1992 and is certified by Canterbury Regional Council Approval No. 93017.

3. You must obtain a consent from your local council before installing this heater, and we suggest you advise your insurance company of the installation.

4. Do not allow any makeshift compromise installation methods. This could result in a house fire. The FIORENZI/FIAMMA must be installed according to these instructions.

5. The clearances given in these instructions are necessary to prevent overheating of nearby combustibles and drying out of the house structure.

FLUE SYSTEMS The flue should be vertical and without bends. If an offset is required it should be as close to the heater as practical and should not offset more than SOOmm from the centre line of the flue stub. Also clearances from flue pipe to combustible materials must be maintained (see table 1). Restrictions or leaks in the flue may reduce the flue draught and in severe conditions, could cause sraoke to enter the room. Joints between sections should be securely fastened using stainless steel self tapping screws or "pop" rivets. The flue cowl should be at least 600mm above the highest ridge of the roof if within B.Om of the ridge to ensure the draught is not affected by pressure zones caused by wind currents around the house. When the flue is installed through a flat roof, the cowl should be at least 1 SOOmm above the highest part ofthe roof. Note that any roof with a pitch angle of less that 15 degrees is treated as a flat roof for the purposes of pressure zones. At joints, the swaged end of the upper flue section should be fitted to the plain end ofthe lower flue section. A flue cowl must be fitted to prevent the entry of birds, rain and snow.

The Kent flue kit provides a maximum height of 3.6m. Should extra flue or flue shield be required, it can be purchased through your Kent dealer. HEARTH FIORENZl: must be installed on an insulating hearth to NZS 7421:1990. This must extend at least 365mm in front of the door opening and at least 200mm either side of the door opening. FIAMMA: does not need to be installed on an insulating hearth but must be installed on an ash hearth of non-combustible materiaL This must extend at least 200mm in front of, and either side of, the door opening. Suitable hearths may be purchased from your KENT dealer.

Cowl

Stainless Steel Flue Length

Flashing

Outer Uner

Ceiling Plate

Vitreous Enamelled Flue

Flue Screen. (where fitted)

Vitreous Enamelled Flue

Fig. 1

r D rc

Fig. 2(a) Fig. 2(b)

TABLE 1: INSTALLATION OPTIONS (Refer to Figs. 2(a) and 2(b). Applies only for use with a KENT flue system. Use of another brand of flue system will void these installation specifications.

nORENZl CA ISOmm dia. single wall flue pipe

A B* C* D E F* 300 530 450 375 225 465

with Kent Flue Screen fitted A B* C* D E F*

200 430 150 75 50 300

G

365

G 365

G

200

G 200

FIAMMA CA ISOmm dia. single wall flue pipe

A B"* C* D E F* 300 530 450 375 225 465

with Kent Flue Screen fttted A B* C* D E F*

200 430 150 75 50 300 *Measured from the flue. Tliese clearances must be maintained from tlie flue pipe to combustible materials witiiin tiie room.

PRIOR TO INSTALLATION 1. Select the location for the heater bearing in mind the

clearances required (see Table 1). 2. Check the proposed flue route to ensure that it is clear

of roof supports or other obstructions. We recommend that the flue be verticaL without elbows and be installed in accordance with the flue mcUiufacturer's instructions. Oversize flues will reduce the performance of the heater and should not be used.

3. The nORENZLFIAMMA requires up to 37 cu m/h of fresh air for correct combustion. Houses with air exchange rates of 1/2 or more per hour provide a sufficient source of fresh air. If the house has an air exchange rate of less than 1/2 per hour provide a source of fresh air for the FIORENZl/ FIAMMAwithin 600mm of the heater. If there is insufficient air for correct operation, the FIORENZl/ FIAMMA will burn sluggishly and may create negative pressures within the house. This could cause spillage or seepage of smoke into the house and in extreme cases carbon monoxide poisoning.

4. The minimum requireraents for an installation are an assembled RORENZI/FI AMM A. a flue kiL a hearth ^ d roof flashing material.

ASSEMBLY The FIORENZI/FIAMMA is supplied with additional component packs that contain the ashspill tray, door handle components, bricks, secondary air tube, upper baffle plate and plinth (where applicable). Before you start the assembly of your FIORENZl/ FIAMMA open all the packs and famiharise yourself with the components as you pre-read the instructions. CAUTION When lifting the heater, always lift from under the cabinet outer surround. DO NOT LIFT from the door, ash spill tray or front air slide as these components may be damaged. FIAMMA ONLY Begin assembly by lying the heater carefully on its back on a padded tloor. Place the 4 coachbolts from the bolt pack through the holes in the floor of the firebox from inside and screw on the hexagon spacer nuts. Place the heatshield on the bolts with the turned up front edge facing the door frame. Fit the plinth wrapper onto the bolts and fix in place with lock washers and nuts. Tlie opening in the plinth wrapper must face the back of the heater. See Fig. 3.

heatshield

plinlh wrapper

spacer

Screw the plinth base to the plinth wrapper using 4 scre\ provided. See Fig. 4.

plinth base

Place the fire back onto its base, taking care to lift it, not roll it, to prevent damage to the finish

SEISMIC RESTRAINT Where your Local Body Building Inspector requires that the heater be restrained against movement due to earthquakes, the following methods may be used: FIORENZl: Once the heater is positioned conrectly on the hearth it can be fixed in place by 2 6mm bohs through the tabs protruding from die back panel ofthe heater. These bolts must pass through the hearth and the floor and be fastened with nuts and heavy washers. For solid concrete floors, use Smm Dynabolts or similar with a minimum depth of engagement into the floor of SOmm. FIAMMA: 2 bolts of 6mm diameter are fitted through the holes provided in the plinth base through the hearth and floor and fastened with nuts and heavy washers See Fig.5. For solid concrete floors, use Smm Dynabolts or similar with a minimum depth of engagement into the floor of SOmm.

225 225

BACK OF HEATER

For Fiamma (2 holes)

100 1 100

For Fiorenzi (2 hols$)

\ 1 ^ of flue

I

Fig. 5, Locations for drilling hearth/floor for resu-aint bolts.

plinth base hearlh

lloor

• nul & washer

Fig. 6

DOOR HANDLE AND DOOR The door handle is pre-fitted and should not require any adjustment. Any adjustment required to maintain the correct fit of the door is made at the door catch on the right side ofthe door lip To adjust the fit of the door catch, loosen the lock nut and tum the eccentric door catch pin to tighten or loosen tlie fit Ketighten the locknut.

kxknui door catch

• door lip

Fig. 7 AIR CONTROL KNOB pe air conuo! knob is a push fit onto the stem protruding from the alloy grille above the door. Ensure that the flats on the stem are aligned with the flats in the knob when pushing on. When this knob requires replacing simply pull off and push on a new one. ASH SPILL TRAY Fit the ash spill tray under the door opening by placing the hex nuts on the studs under the door lip and hooking the ash spill tray onto the studs. Tighten the nuts. (The Fiamma will require the use of a socket wrench to clear the heat shield notches).

FIREBRICKS, UPPER PLATE AND SECONDARY AIR TUBE Fit the secondary air tube, if this has not already been prefitted at the factory. The air tube has a notch in one end- this is the right-hand end. Slide the sleeve from the small parts pack onto the air tube. Place the tube into the firebox and place the left-hand end into the hole in theleft side of die firebox. Lift the right-hand end up and insert it into the hole in the right side ofthe firebox. The notch in the tube will locate over the tab in the hole. (See Fig. 8). Slide the sleeve to the left until it enters die hole in the side ofthe firebox, and place the retainmg pin dirough sleeve and air mbe. The pin should pass completely

Fig.8

through the tube. (See Fig. 9). The bush must be inside the firebox as shown in Fig. 9 - only a small amount should be visible on the exterior of the firebox. If necessary, reverse the bush on the air tube.

Firebox Side Retaining Pin

Secondary Air Tube Sleeve

Ftg. 9

it •^•-«l

FREE STANDING WOODHEATER FLUE KIT ASSEMBLY AND INSTALLATION INSTRUCTIONS

PLEASE READ AND UNDERSTAND THESE INSTRUCTIONS BEFORE ASSEMBLING, INSTALLING AND USINGTHISAPPLIANCE.

• «•

GENERAL. This flue <kit is|fdesigned for free-standing solid fuel heaters'which*"have a ' l 50mm'diameter vertical flue outlet. lIPfRPI';'' Before installing the flue, your solid fuel heater must be installed according to Ihe manufacturers inslructions. The flue,should, be vertical and without bends. If an offset is required, it should be as close to the heater as practicable and should not be offset more than SOOmm from the centerline of the flue stub. Clearances from the flue pipe to combustible materials must be maintained (see table 1). Restrictions or leaks in the flue may reduce the draught.-and.nn severe conditions, could cause smoke

' to enter the room. • The cowl must be fitted to prevent entry of birds, snow and rain. At flue joints, the swaged end of the upper piece must be fitted to the plain end of the lower piece. The flue cowl.,n}ust,be al least 600mm above the ridge of the roof if within;3 jrpelers of it, or 900mm above the roof surface if it is", more than S'imeters from the ridge. It must be at least j l 500mm; above the surface of the roof if the roof is flat.' Note that a roof of less than 15° pitch can be considered as a;flat roof. These heights are given as a general minimum and • in actual practice, the presence of surrounding structures, trees, fences'etc may necessitate additional height. The KENT flue kit'provides Tor a maximum heighl of 3.6 meters above| the fire, i Because of differing situations in different homes this may or may not be sufficient.for your installation. Should extra lengths of flue or flue shield be, required, they can be purchased Ihrough your KENT dealer. ;

f Please note that if extra lengths of flue are required to be installed in ceiling or roof spaces, these must be stainless steel. Enamelled fiue'may only be used in places where it is visible.

This 1 pc 1 pc'

1 pc 1 pc 1 pc 1 pc

kit contains: Stainless Steel Flue - 150mm dia Galvanised Outer Liner with slip liner

- 250mm dia Galvanised lnner;Liner - 200mm dia Stainless Steel Ceiling Plale Cowl . i Hardware Pack - contains:

6pc spacer clips 4pc ceramic spacers 4pc ceiling plate screws

:A separate pack will contain the 2 enamelled flue •sections in the desired colour. " ' •

IJit

In addition to suitable tools you will require a flashing for the roof penetration, sealing compound and pop rivets and/or self-tapping screws for fastening flue and liner joints and attaching the cowl. These are not included in the kit.

Stainiess stee! flue

Enamelled flue

Ceiling plate

Flue screen (where fitted)

Enamelled fiue

Fig 1

INSTALLATION 1. Position the heater on the hearth in the specified

position according to the Installation Instructions supplied with the heater. Mark the ceiling by plumbing to the center of the flue outlet. Once the suitability of fhis position is confinned, by checking for the absence of roof tmsses or rafters etc in the ceiling space, cut a 250mm square hole in the ceiling and the roof directly above. Do not use a round hole. If the flue must be offset to clear a roof obstruction, the offset should be as close fo the heater as practicable, and should nof offset more fhan SOOmm. At all times the manufacturer's specified flue clearances must be maintained. The flue kit is designed so thaf the 250mm outer liner may be fixed directly to timber framing wilhin the roof sfructure. It must be insfalled plain end upwards wifh the slip liner af the top, and so fhaf fhe lower end is flush with the underside of the ceiling. See Fig 2. Frame the sqare opening in ceiling and roof wifh 50x50mm timber and fasten the lower edge of the liner and the point at which it passes through the roof to the frames at 90° spacings. If it should be necessary to use more fhan one length of outer liner, the piece with fhe slip extension must always be the top one. Fif the first length of enamelled fiue to the heater flue outlet. Some flue kits may have one piece with a short swage on fhe end and one with a long swage. In this case, fit the short swage piece fo the flue outlet. Place the ceiling plafe over the flue and slide down to the top of the heater. Do not remove the protective plastic from the plate af this stage. Fit the rest of the flue. See Fig 1, The length of flue that is inside the liners must be fhe stainless steel one. Fif the 6 spacer clips fo the 200mm Inner liner by squeezing them and fitfing fhe open ends into the slots in the top and bottom of the liner. They will lock into place and automafically space the inner liner from the flue and the outer liner. Install the 200mm liner with the swaged end uppemiost, over the flue and into the 250mm liner. When installed correcfly, the boftom set of clips will rest on the ring swaged in the 250mm liner as shown in Fig 2. When more than one length of shielded flue is needed, as in the case of multi-storey dwellings, the liners musf be installed section by section. It is not possible to join all the lengths of 200mm liner and slide them down into several joined lengths of 250mm liner, as the spacer clips will not pass the swaged rings in the 250mm liners. Note: It is essential that the 200mm liner extend at least 25mm above the roof penetration at the highest point of the penetration. If necessary, extra lengths of 200mm liner may be purchased from your K f A/r dealer. Flash the roof penefration to prevent entry of water. Flexible flashings are recommended to allow expansion and contracfion. Ensure fhe flue and 250mm liner terminate at the same level at a point complying with the general guidelines noted overteaf. At most, the flue may be 25mm beiow the level of fhe 250mm liner. Adjust this level with the slip liner extension. Once satisfactory, fasten the slip liner in place with rivets or screws.

3.

4.

5.

6.

10. Fit the cowl to the top of the 250mm liner. Ensure that the integral steps in the skirt of the cowl are located onto fhe top of the liner, and secure with self-tappina screws, to enable later removal for service Position the ceHing plate so fhat it is square with the adjoining walls and so there is an even gap around the flue pipe. Screw the plate into position, with ceramic spacers between plate and ceiling lo crate a gap for cooling air flow. Do not seal this gap - do not screw the celling plate hard to the ceiling. Peel off the protective plastic film.

/ X y \

11

21, Cowl cap removable Ior cleaning

ii^î^ Inner liner at leasl 25mm above rool

: • Flashinc I! !0

*8. ••Jv.-'Virt i

stainless steel flue

I^M'-e^' nn-' 3.

. Spacer dips

Outer liner flush withceillnj and rixed lo Iraming V

Cooling air Hows

Ceiling plale on ceramic spacers Enamelled flue

KENT HEATING (1990) LTD Roma Road. Mt. Roskill. Auckland. New Zealand

PO Box 27-025 Mt. Roskill, Auckland. New Zealand Printed in New Zealand ENT

X 3331 mar 2000

z ALF (Annual Loss Factor) 3.2

Alf http://alf.branz.co.nz/results

BRANZ

ALF 3.2 (Annual Loss Factor) - A design tool for energy efficient houses

ALF CALCUIATIOI Proiect name: You are currently viewing design Tyler Residence

• Print • Download PDF

ALF Calculation Report Proiect Description

Project: Tyler Residence Current Design: Tyler Residence

Date: 17.07.2014 Designed by: Irie Ltd

• Address: • Owner Name: Joel & Jo Tyler • Street: 47C Lyn Grove Papamoa. • City: Papamoa • Phone No.: 07 575 7740 • LotNo.: 184 • DP No.: 41262

ALF Results Energy The results in this section are calculated from the designer inputs including occupancy, and heating temperatures and schedules.

Energy Heat Flows The information In the table gives you an overview of all the heat flows in and out ofthe designed building, based on the heating temperatures, climate and schedule the designer has selected. It allows you to evaluate the importance ofthe thermal performance of individual building components - for example, of particular windows.

Slab floor

Suspended Floor

Wall (2.5x2.4, S)

Net Area

m

17

2.8

Loss

kWh/year

0

51.2

6.8

4.39

0.58

Gain

kWh/year

0

Useful Gain

kWh/year

0

-51.2

-6.8

17/07/14 8:09 am

Branz ALF (Annual Loss Factor) 3.2 http://alf.branz.co.nz/result"

Window (1.6x2, S)

Wall (2.5x2.4, N)

Wndow (1.6x2, N)

Wall (6.6x2.4, W)

Wall (6.6x2.4, E)

Wndow (1.8x0.8, E)

Window (1.8x0.8, E)

Roof (6.6x2.5)

Air Leakage

Warm-up

Internal Gain

Net Area

m

3.2

2.8

3.2

15.84

1296

1.44

1.44

16.5

259.2

Loss

kWh/year

61.54

6.8

61.54

38.45

31.46

27.69

27.69

26.53

97.34

730.26

5.27

0.58

5.27

3.29

2.69

2.37

2.37

2.27

8.34

62.56

Gain

kWh/year

102.34

360.14

61.99

61.99

655.1

17.45

61.41

10.57

10.57

56.12

Useful Gain

kWh/year

40.8

-6.8

298.61

•38.45

•31.46

34.3

34.3

26.53

Suspended Floor Loss: 51.2 kWh/year Slab Floor Loss: TBC kWh/year Wall Loss: 83.5 kWh/year Window Loss: 178.46 kWh/year Roof Loss: 26.53 kWh/year Skylight Loss: 0 kWh/year Air Leakage: 97.34 kWh/year Warm-up: 730.26 kWh/year Total Load: 1167.29 kWh/year

Solar Gain: 586.46 kWh/year Internal Gain: 655.1 kWh/year (3 occupants) Total Gain: 1241.57 kWh/year Gain Load Ratio: 106.36% Effective Thermal Mass Density (per m^ total floor area): 1.35 W/m^ °C Specific Heat Loss Density (per total floor area): 0.81 W/m^ °C Usefulness of Gains: 5% Useful Gains: 62.08 kWh/year

Required Heating Energy: 1105.21 kWh/year

NI Building Code Compliance In orderto comply with the Energy Efficiency Clause HI ofthe New Zealand Building Code a building has to have a BPI of less than 1.55 kWh/(m^. °C . month) in any location throughout New Zealand.

The current design's BPI is: 0.85 HI pass

The current building design complies with Clause HI ofthe NZBC because it passes the BPI requirements. However, in order to comply with the NZBC it also must comply with Clause H3, Internal Moisture ofthe NZBC.

The acceptable so'ution of Clause E3 of the NZBC requires that R-values for walls, roofs and ceilings shall be no less than:

I I I I I I I I I I I I I I

17/07/14 8:09 am

t ALF (Annual Loss Factor) 3.2 http://alf.branz.co.nz/results

• For light timber frame wall or other framed wall constructions with cavities, 1.5. • For single skin normal weight masonry based wall construction without a cavity, 0.6. • For solid timberwall systems no less than 60 mm thick, 0.6. • For roof and ceilings of any construction, 1.5.

Modelling Assumptions This section lists the modelling assumptions concerning the building design, climate and heating. It defaults to the Building Performance Index assumptions & requirements as set out in HI .

Building Design

General:

• Total Floor Area: 108 m^

• Number of Occupants: 3 (BPI calculation formula adjusted)

Suspended floor:

• Floor area: 17 m^ • Perimeter Length: 18.2m • Perimeter Height: .6 m • Floordeck R-value: 1.5 m^°C/W • Subfloor R-value • Bulk Insulation R-value:

0.16m^°CAA/ m °CAA/

• Floor Covering R-value: .4 m °CAA/ • Total Suspended Floor R-value: 1.66 m °CA/V

Slab Floor:

• Floor Area: m • Perimeter Length: m • External Wall Thickness: m • Soil Conductivity: 1.2 W/m°C • Under Floor R-value: TBC m^°C/W • Slab and Ground R-value TBC m^X/W

Floor Covering R-value: m °CAA/ Total Slab Floor R-value: TBC m^°C/W

Walls:

Fibrecement weatherboard direct-fixed 90 mm frame Studs 600, dwangs 800 (14%)

Name

Wall (2.5x2.4, S)

Wall (2.5x2.4, N)

Orientation Length

2.5

2.5

Height

2.4

2.4

Net Area

2.8

2.8

Window Area

3.2

3.2

Insulation R-value

2.2

2.2

Construction R-value

2.06

2.06

I 17/07/14 8:09 am

Branz ALF (Annual Loss Factor) 3.2 http://alf.branz.co.nz/result

Wall (6.6x2.4, W)

Wall (6.6x2.4, E)

W 6.6

6.6

2.4

2.4

15.84

12.96

2.2

2.2

2.06

2.06

Roofs:

Pitched profiled metal using 90 mm joist or bottom chord Joist/chord at 900 (5%)

Name

Roof (2.5x6.6)

Length

2.5

Width

6.6

Net Area

16.5

Skylight Area

0

Insulation R-value

3.2

Construction R-value

3.11

Windows and skylights:

Aluminium frame IGU clear

Name

Wndow (1.6x2)

Window (1.6x2)

Window (1.8x0.8)

Wndow (1.8x0.8)

Wall/Roof

Wall (2.5x2.4, S)

Wall (2.5x2.4, N)

Wall (6.6x2.4, E)

Wall (6.6x2.4, E)

Orientation Width

1.6

1.6

1.8

Height

0.8

0.8

Net Area

3.2

3.2

1.44

1.44

Shading

60

60

60

60

R-value

0.26

0.26

0.26

0.26

SHGC

0.75

0.75

0.75

0.75

Air Leakage:

• Basic Airtightness: Airtight - Post 1960 simple shape and single story less than 120 m • Chimneys for open fires: None • No. of flued heaters: One metal flued heater • Window Passive Vents: None • Retrofit airtightening: None • Kitchen vents over hob: Extracting range hood used 1 hour/day • The location-independent Air Leakage Rate is 1.00 ac/h • Site Exposure: Sheltered - Surrounded by taller buildings • Wind Zone Factor: 0.17 • Local Air Leakage Rate: 0.51 ac/h

• House Volume: 259.2 m

Thermal Mass:

Floor type Area Thermal IVIass Density

Total Floor Area (used for Furniture and Ceiling): 108 m^ Total Thermal Mass: 7 kWh/°C Effective Thermal Mass: 1.35 W/°C

Climate

Location: Tauranga in the Upper North Island

17/07/14 8:09 am

Bi>z ALF (Annual Loss Factor) 3.2 http://alf.branz.co.nz/resuIts

Annual Loss Factor: 5 Annual Gain Factors:

•1 NE SE

300 221 130 84 82 86 154 252 217 SW W NW

• Internal Gain Multiplier: 0.73 • Wind Zone Factor: 0.17 • NZS 4218:1996 Climate Zone: 2

Heating

As set by BPI requirements:

• Heating Schedule: 24 hour heating • Heating Level: 20°C • Calculation Date: 17-07-2014, 08:08AM

This copy of ALF 3.2 is registered to Glenn.

17/07/14 8:09 am

Truss Fixings "Z' nail (pairs ) to all TRUSS / EXT TOP PLATE crossings - unless specified othenwise

1 multigrip O 2 multigrips (D 3 multigrips (2 @ bott / I @ top ) ® 4 multigrips (2 @ bott / 2 ® top ) Q Nail On plate or Nail plate x 1 / 90x47 joist hanger

• 1 / 120x47 joisthanger M 1 / 190x47 joisthanger IZl 1 / 165x95 joist hanger EB 1 /CT400 <3> 2 /CT200(1 pair) / X I /CPC40 ^ 2/CPC 40 (1 pair) + 1 / CPC 80 # 2 / CPC 80 (1 pair) H SPECIAL FIXING

LAYOUT NULL AND VOID IF TRUSSES NOT SUPPUED BY PLACEMAKERS

FTMA NEW ZEALAND

INTERNAL LOADED WALLS HAVE LESS THAN lOkN ULTIMATE IIMITEO STATE

LOAD UNLESS OTHERWISE STATED

Existing trusses to this area

o o o o

. Cantilevered purlins over gable to form soffit

Pr1rT«Cactv4.6.6.191

PicwceMakers Building Prefabrication Solutions LU. 8 Newton Strset Mt Maungarui Private Sag \2507. Tsuranga 3143 Ph07S72 6600 Fax 07 572 6609

Site Atjdfeee:

Own House 47c Lyn Grove Papamoa

For Building Consent Joel Tyler

Drawn : MiteK Syalam: MtTalt 20/20

Job Detaite Roof Pitch Roof Material Ceiling Material Wind Zone

: 15.0 Deg : Galv Iron .5mm : Gib Board 13mm : Medium

Root Snow Load:0.000 kPa

Truss Centres : 900 mm Roof Live Load : 0.250kPa FkJor Live Load : kPa Wind Speed : 37.0 m/s MITek

C1408-54 SHeir

1 Reviston ivumMr:

MiTek New Zealanci Liniited

MiTek Wek 20120 Engineering 4.6.6.191

Correspondence from : AUCKLAND 40 Neales Road, East Tamaki 2013 PO Box 58-014, Bolany 2163 Phone: 09 274 7109 Fax: 09 274 7100

CHRISTCHURCH 14 Pilkington Way, Wigram 8042 PO Box 8387, Riccarton 8440 Phone: 03 346 8691 Fax: 03 348 0314

www.miteknz.co.nz Printed: 16:00:08 I8AU92014

PRODUCER STATEMENT for MiTek 20/20® TRUSS DESIGN - Version 4.6

ISSUED BY:

TO:

IN RESPECT OF:

MiTek New Zeatand Limited

PiaceMakers Frame & Truss - Waikato/BOP

MfTek'^ Truss Designs

This producer statement covers the MiTek 20/20® truss design and the structural performance of the GANG-NAIL® connector plate for the job reference C1408-54 and may be used by a Building Consent Authority to assist In determining compliance with the New Zealand Building Code.

The MiTek 20/20® truss design program has been developed by MiTek New Zealand Limited for the design of MiTek® timber roof, floor and attic trusses In New Zealand. The truss designs computed by MiTek 20/20 ® are prepared using sound and widely accepted engineering principles, and In acconjance with compliance documente ofthe New Zealand Building Code and Verification Method Bl/VMl; and intemationally accepted standard ANSI/TPI 1 - 2002 as an alternative solution to satisfy the requiremente of Clause Bl of the New Zealand Building Code.

On iiehalf of MiTek New Zealand Limited, and subject to: 1) All proprietary producte meeting their performance specification requiremente li) The provision of adequate roof bracing and overall building stability 111) Correct selection and placement of GANG-NAIL connector plates iv) Correct Input of Truss Design Data as shown in the Fabricator Design Statement fbr this job v) The design being undertaken by the accredited fabricator under the terms of the software licence

I believe on reasonable grounds that tiie trusses, if constructed in accordance with the MiTek 20/20® tmss design and shop drawings, will comply with the relevant provisions of the New Zealand Building Code.

MITek New Zealand Limited holds a current policy of Professional Indemnity Insurance no less than $500,000.

On b ^ l f of MiTek New Zeaiand Limited, Date: Monday, 18 August 2014

In Ling Ng, BE (Hons), CPEng, IntPE, MIPENZ (ID: 146585) TECHNICAL SERVICES MANAGER, MiTek New Zealand Umited APPROVED

Descripdon: Buiidlng Consent No.:

Client: Ptione:

PlaceMakers Frame & Truss - Walkato/BOP Joel Tyler siti Own House

"170 Lyn Grove Papamoa

MiT.m».Z. . I . i i i lUm».J.

Fabricator Design Slatement: Page 1

Pilnl.4: tarOftOa 11 ikug 20U

MITEK FABRICATOR DESIGN STATEMENT

H statement is issued by MiTek accredited fabricator PlaceMakers Frame & Truss - Waikato/BOP, being licensed to use the MtTek 20/20' software, lo the client listed above and may be used by the Building Consent Authority to assist in determining compliance with the New Zealand Building Code.

MITek 20/20' TRUSS DESIGN DATA The MlTek 20/20* computer design for this job Is based on the following design parameters entered Into the program. The Fabricator shall ensure fhat these job details are current and relevant to the project for the design of the MiTek ' trusses.

Job Details Roof Truss Timber Group: Roof

Material: Dead Load: Restraints: Live Load:

MTMSGSb

Galv Iron .Smm 0.210 kPa 900 mm centres Qur = 0.250 kPa Qc= 1.100 kN

Importance Level:

Pitch: Celling

Material: Dead Load: Restraints: Live Load:

15.000 deg

Gib Board 13mm 0.200 kPa 600 mm centres Qc = 1.400 kN

Design Working Life: 50 years

450 mm Nominal Overhang Wind

Area: Pressure Coeff

Medium (37.0 m/s) Cpe = varies; Cpl = -0.30,0.20

The timber for these MiTek* trusses shall be treated to the requirements of NZS 3602:2003 and shall be graded to the requirements of NZS 3603:1993. Unless othenwise noted, this design assumes that the steel fixings and timber connectors proposed are located in a "closed envlronmsnt", as defined by NZS3604:2011 Section 4.

MITek'Truss Ust Legend: * = detail only, ? = input only, T)« = failed design, 0 = non certified, Unmarked trusses = designed successfully, LB = lateral bracing required

GB = gable brace required

Truss Qty Span Pitch Spacing (mm) (deg) (mm)

EN01 1 6600 15.000 900 TOI 3 6600 15.000 755 *FR01 ID 7500 15.000 900

Totai quantity: S

The computer design input has been carried out by:

Signed:... S M .

Name of Detailer . •^...8.x..ikwîQ.a On behalf of: PlaceMakers Frame & Truss - Walkato/BOP

Date: ...Monday, 18 August 2014....

Qualifications and Title:

PlaceMakers Know how. Can do.

lool9

GiB EzyBrace® 2011 Software

Demand Calculation Sheet single storey V06/11I

Job Details Name Street and Number Lot and DP Number City/Town/District Designer Company Name Date

Joel & Jo Tyler 470 Lyn Grove 1/4 share Lot 184 DPS 41262 Papamoa Glenn Ine Limited

16/06/2014

BRANZ Appraised Aopraisal No.294 120111

Building Specification Select Lining Option 10 or 13 mm GIB® Plastertl

Number of storeys Floor Loading Foundation Type Cladding Weight (subfloor)

Cladding Weight Roof Weight Room in Roof Space Roof Pitch (degrees) Roof height above eaves (m) Building height to apex (m) Ground to lower floor level (m)

Stud Height (m) Building Length (m) Building Width (m) Building Plan Area (m2)

single ZkPa subfloor light

Single Floor

iiahi light

no 15 1.2 4.1 0.6

Complete Single Fioor Column onlv

JVED These plans are approveil in accordance

with The NZ BuiWing Code. These aisaSmSausUemai'm on site.

2.4 2,5 6,0 17

TAUF ANGACl 2.4 9.0 5.0 45

Y COUNCIL

Building Location

Low Preference selecti

Wind Zone Low Select by Building Consent Authority Map or Preference Wind Region Lee Zone Ground Roughness Site Exposure Topographic Class

Earthguake Zone 1

Soii Type D&E (deep to very

Preference selecti • Preference selecti ^ Preference selecti • Preference selecti

Annual exceedance probability 1/500 (NZS3604:2011 defai

Bracing Units required for Wind Demand W (BU)

subfloor along 232 across 87

Walls single 127 44

Bracing Units required for Eartiiquake Demand aiong / across E (BU)

Walls subfloor single

114 89

Page 1 of 1

Joel & Jo Tyler Glenn

GiB EzyBrace® 2011 Software Hi SINGLE OR UPPER STOREY WALLS ALONG V06/11

Lines Bracing Elements 8 10

Line Total Check

Line Label Bracing Element No.

Available V\^ll Length L (m)

Angle to Bracing line (degrees)

Element Height H (m)

Bracing Type Supplier Bradng Units Achieved

W

166 0.8 2.4 GSI-N GIB® 49 47 1.2 2.4 GSI-N GIB® 83 72 0.8 2.4 GSI-N GIB® 49 47

708 B 1.8 2.4 GSI-N GIB® 124 108

Thes; plans NZ Building Code. with The 0 ^

TAURA^G7OT^r

Wind Earthq. Totals Achieved W 239% EQ 309% 305 274 Timber Floor, design limit of 120 BU/m accepted Totals Required (from Demand) r:

OK OK

127 89


GIB EzyBrace® 2011 Software G I B

SINGLE OR UPPER STOREY WALLS ACROSS V06/11

Lines Bracing Elements 8 10

Line Total Check

Line Label Bradng Element No.

Available Wall Length L (m)

Angle to Bradng line (degrees)

Element Height H (m)

Bracing Type Supplier Bradng Unils Achieved

W

131 M 0.8 2.4 GSI-N GIB® 49 47 1.4 2.4 GSI-N GIB® 97 84

144 N 2.4 2.4 GSI-N GIB® 166 144

167 0.8 2.4 GSI-N GIB® 49 47 2.4 GSI-N GIB® 138 120

yj ppROVED accordan ^ These pi

w lh Tho M2 oh yile-These pla'ns IT

• /.UPANG^L ust rerr ai ^

Wind 498% 498

Earthq Totals Achieved W 1138% EQ 442 Timber Floor, design limit of 120 BU/m accepted OK OK

Totals Required (from Demand) 44 89


GIB EzyBrace® 2011 Software

Subfloor Bracing Caicuiation Sheet Subfloor A ong V06/11 Along Bracing Line Bracing Elements provided Wind Earthq.

1 BW 9EQ

Line Label

Minimum BUS Req/Ach

Bracing Element No. Supplier Bracing Type

Number or Length L

(m) BUs

Achieved BUS

Achieved

a line totals 1 NZS3604 anchor piie 320 240

w EQ

320

240

line totals

W

EQ

C w EQ

d_ w EQ

e w EQ

f_ W

EQ

Q_ w EQ

h_ w EQ

l_ W

EQ

j _ W

EQ

line totals

line totals

lans are a| with The N/. o\ remain ( n site

^ ^ ^ ^ line totals These pi?'/-

line totais

line totais

line totals

line totals

line totals

Wind Earthq. Totals Achieved 320 240

OK OK 232 Totals Required (from Sheet A) 114


GIB EzyBrace® 2011 Software

Subfloor Bracing Calculation Sheet Subfloor Across V06/11 Along Bracing Line Bracing Elements provided Wind Earthq.

1 6 8W 9EQ

Line Label

Minimum BUs Req/Ach

Bracing Element No. Supplier Bracing Type

Number or Length L

(m) BUs

Achieved BUs

Achieved

m line totals 1 NZS3604 anchor pile 1 160 120

w EQ

160 120

n w EQ O

w EQ

P_ W EQ_

q_ w EQ r w_ EQ S

w EQ t _ W EQ U

w EQ V

w EQ

line totals

line totals NZS3604 anchor pile 160 120 160

120 line totals

line totals

These plans a e approve i ; NZ Buiidrrg

in aoui

line totals liiiUlTh gnain on sits. These pla s cm INCIL

line totals

line totals

line totals

line totals

Wind Earthq. 320 I 240 Totals Achieved

OK OK

I 114 Totals Required (from Sheet A) 87

11 June 2015

JOLENE NANCY TYLER47C LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam

Information Held by Council - Tsunami Flood Zone

Tauranga City Council has undertaken a lot of work over the past few years to better understand how a large tsunami, should it occur, might impact our City.

This letter is to advise you that Council now holds information that shows your property at47C LYN GROVE is located in a possible tsunami flood zone. A copy of a Property File Note (appended to the end of this letter) relating to this information will be placed on your property file and provided in any Land Information Memoranda supplied in relation to your property.

Additional information regarding tsunami modelling, including the technical reports and maps is available on Council’s website www.tauranga.govt.nz/tsunami. Also available is information on tsunami, how to prepare for this possible event, evacuation plans and safe locations.

We have included a flyer with some frequently asked questions about tsunami as well as a map of the tsunami evacuation zones and safe locations for your area.

Council will be running Community Open Days in your area in July 2015 which will provide you with an opportunity to talk with and provide feedback to staff and consultants about tsunami evacuation in Tauranga City. The dates and venues are available on Council’s website (www.tauranga.govt.nz/tsunami) and will be publicised.

For more information please visit our website or call Council on 07 577 7000.

Yours faithfully

Paul BauntonManager: Emergency Management

http://www.tauranga.govt.nz/tsunami


Property File Note for inclusion on Land Information Memorandum

In 2004 the National Institute of Water and Atmospheric research (NIWA) identified over the past 4000 years a total of two major regional-impact paleo-tsunami events have been recorded along the Bay of Plenty/Eastern Coromandel area and up to 4 local-impact paleo-tsunami have occurred with run-up heights in excess of 5 m and extending as far as 7 km inland. NIWA identified that extent of tsunami inundation would need to be confirmed using a tsunami wave model with realistic land topography once a credible source-generation scenario is able to be constructed.

In 2011 / 2012 the Institute of Geological and Nuclear Sciences Limited (GNS Science) undertook tsunami modelling and reported on the potential tsunami inundation risk for coastal areas within Tauranga City.

As part of the tsunami modelling GNS Science took into account the knowledge gained from the unexpected large earthquake and tsunami event in Japan in 2011 when determining the largest tsunami event that Tauranga could potentially experience.

In particular it considered the effect of the Kermadec Trench, located north-east of New Zealand. The Kermadec Trench is located on a subduction zone, a similar environment to where the event in Japan took place.

GNS Science modelled the potential levels of inundation that would result from a similar event to the Japan 2011 earthquake (magnitude Mw 9.0) occurring at different locations along the Kermadec Trench. While it is possible that such large earthquakes do not occur in the Kermadec Trench, the possibility cannot be ruled out at present. The average interval between earthquakes that cause such large tsunamis in Tauranga is also uncertain and it is likely to be more than 2500 years, although such an event could potentially occur at any time.

Following receipt of the tsunami modelling report from GNS Science, Council commissioned Tonkin & Taylor Ltd (T&T) to produce inundation maps using the latest LiDAR survey data and tsunami wave information from GNS.

The T&T inundation maps show that this property is within a coastal area that would potentially be inundated if the Kermadec Trench experienced a large earthquake (magnitude Mw 9.0), causing an extreme tsunami event.

The maps identify properties that would potentially be affected if a magnitude Mw 9.0 earthquake event occurred in 2015, and also further properties that would be affected if the event occurred when urbanisation of Wairakei is complete. Information relating to the work undertaken by GNS Science and the relevant maps prepared by Tonkin and Taylor Ltd are available on Council’s website (www.tauranga.govt.nz keyword search “tsunami”).

In April 2015 Council commissioned NIWA to review the tsunami inundation and evacuation modelling undertaken to date to provide independent feedback that the work undertaken by GNS Science and Tonkin and Taylor Ltd is able to be relied upon by the public for its information, education and safety. NIWA confirmed the work is able to be relied upon by the public.

The reports by compiled by NIWA (2004), GNS Science (2011, 2012) and Tonkin and Taylor Ltd (2013, 2015) referenced above are available online or at Council's Willow Street customer service centre on request.

11 June 2015

JOEL JOHN TYLER47C LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam



This letter is to advise you that Council now holds information that shows your property at47C LYN GROVE is located in a possible tsunami flood zone. A copy of a Property File Note (appended to the end of this letter) relating to this information will be placed on your property file and provided in any Land Information Memoranda supplied in relation to your property.





Yours faithfully















11 June 2015

DEBORAH ANNE NGAPO47D LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam



This letter is to advise you that Council now holds information that shows your property at47D LYN GROVE is located in a possible tsunami flood zone. A copy of a Property File Note (appended to the end of this letter) relating to this information will be placed on your property file and provided in any Land Information Memoranda supplied in relation to your property.





Yours faithfully















11 June 2015

CHE JAMES BORDEAUX SAUNDERS MACGREGOR NGAPO47D LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam



This letter is to advise you that Council now holds information that shows your property at47D LYN GROVE is located in a possible tsunami flood zone. A copy of a Property File Note (appended to the end of this letter) relating to this information will be placed on your property file and provided in any Land Information Memoranda supplied in relation to your property.





Yours faithfully















11 June 2015

VINCE ANTON KIWI47B LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam



This letter is to advise you that Council now holds information that shows your property at47B LYN GROVE is located in a possible tsunami flood zone. A copy of a Property File Note (appended to the end of this letter) relating to this information will be placed on your property file and provided in any Land Information Memoranda supplied in relation to your property.





Yours faithfully















11 June 2015

CELIA FRANCES GILLARDPO BOX 11181PALM BEACHPAPAMOA 3151

Dear Sir/Madam



This letter is to advise you that Council now holds information that shows your property at47A LYN GROVE is located in a possible tsunami flood zone. A copy of a Property File Note (appended to the end of this letter) relating to this information will be placed on your property file and provided in any Land Information Memoranda supplied in relation to your property.





Yours faithfully















11 June 2015

MARGARET ANNE YOUNGPO BOX 11181PALM BEACHPAPAMOA 3151

Dear Sir/Madam



This letter is to advise you that Council now holds information that shows your property at47A LYN GROVE is located in a possible tsunami flood zone. A copy of a Property File Note (appended to the end of this letter) relating to this information will be placed on your property file and provided in any Land Information Memoranda supplied in relation to your property.





Yours faithfully















30/07/2021

TYLER, JOLENE NANCYTYLER, JOEL JOHN47C LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam

OUTSTANDING CODE COMPLIANCE CERTIFICATE

Building Consent Number: 50725Project: CREATE BEDROOM IN PART LIVING ROOM- REMOVE WALL TO ADD TO/ALTER LOUNGE/DINING ROOM OF DWELLINGProject Location: 47C LYN GROVE, LOT 184 DPS41262Building Consent Grant Date: 07 Oct 2014

This letter is by way of advance notice that Council has certain responsibilities under Section 93(2) of the Building Act 2004 in respect to your consent.

The Building Act 2004, Section 93(2) requires the Building Consent Authority (BCA) to make a decision on whether to issue or refuse to issue a Code Compliance Certificate (CCC) two years after the date on which the building consent was granted; or any further period agreed between the owner and the BCA.

As our records indicate that we have not yet received an application for CCC from you, we consider it appropriate that we contact you to establish status of your project and to identify the options available to you.

If you have already completed your project we would be grateful if you would complete the enclosed Application for Code Compliance Certificate Form 6 and return it to us.

If you require a final inspection please contact the Inspections Booking line on 07-578-6666. A minimum of 5 days’ notice is required when booking inspections, or if you would like to inquire if Council is waiting on receipt of any final documentation.

If your project is incomplete and you would like to apply for an extension of time in which Council has to make its decision under the Act, would you please advise us in writing as soon as possible.

If we do not hear from you we will be writing again on the 24 month anniversary advising Council’s decision in relation to a CCC for your project.

Yours faithfully

Andie FletcherSenior Code Compliance AuditorBuilding Services

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Papamoa EastCatchment

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28/11/2016

LegendCatchment Boundary

Depth

Above 1m

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0.1 to 0.25

Information shown on this plan is a result of 2D stormwatercatchment modelling. The map is compiled based upon anassessment of the best available information at the timemodelling was undertaken. Council will not be liable orresponsible on any basis (including negligence) for anyexpense, loss, damage, cost or liability (including indirect or

1:32,0000 1.50.75 Km

at A3 Size

Why update flood hazard information?Flood hazard maps show which areas of the city might be flooded in an extreme rainfall event, and to what extent.

It is part of normal Council business to know the effects of natural hazards that could impact our community. Flood hazard maps for Tauranga City have been evolving since the early 1990s. The information is used for building consents, subdivisions and infrastructure planning.

A lot has changed in recent years and we need our records to be as accurate as possible, so Council is in the process of updating flood hazard maps for the whole city. This will put Council in a better position to plan for stormwater management.

What is a 100 year rainfall event?An extreme rainfall event is an unusual scenario, something that doesn’t happen very often. It is a dump of rain that you could reasonably expect to experience at least once in your lifetime.

The flood hazard map is modelled for a 100 year rainfall event. The term ‘100 year event’ can be confusing because such an event could actually occur more than once every 100 years. Technically, a 100 year event means there is a 1% chance that it might happen in any given year.

Tauranga City Council has chosen to model flood hazard maps for the 100 year event because it will allow us to consider building consent applications under the Building Act 2004 and subdivision consent applications under the Resource Management Act 1991.

How are the flood hazard maps prepared?The area of land being studied is called a catchment. When rain hits the ground it all drains downhill to a particular stream or outlet. The stormwater catchment is the defined area of land that contains and collects all of that water.

To plot the potential flood hazard we build a computer model of the area that we wish to study. The flood hazard map predicts what happens to the water in the catchment under extreme rainfall conditions. We then use computer software to simulate different rainfall intensity on that catchment.

The map on the reverse side of this sheet shows which parts of the Papamoa East are predicted to be affected by flooding in an extreme rainfall event. Tauranga City Council is flood-mapping the whole city to better understand how flooding from extreme rainfall affects each area. The map updates flood hazard information that Council has previously held about this area. Using more accurate technology, the potential floodable area is shown to have changed since our records were last updated.

The basis of the flood hazard information is a system called LIDAR (Light Detection and Ranging) which measures the ground levels of the land using laser pulses. This generates an accurate contour map which we place into the stormwater computer model. LIDAR is very reputable technology used by most councils in New Zealand.

Our first job is to work out which criteria will be entered into the computer model. The sorts of things that need to be considered include:

§ How hard is it raining?

§ How long has it rained for?

§ What is the contour of the ground?

§ Where will rain water soak into the ground (e.g. grass)?

§ Where will rain water flow over hard surfaces (e.g. roofs, concrete)?

§ How long will it take for rain water to flow from one part of the catchment to another?

§ What stormwater systems are already in place?

Technology today is able to take all of these variables into account. Once the criteria have been set we can run the flood hazard model. There is a huge amount of information to be computed so it takes longer than real time for the software to process each model. We run the model to calculate how, when and where the rainwater flows. The result tells us which parts of the catchment are likely to be covered by water, and to what depth.

When the model is complete it gets loaded into our GIS (Geographical Information System) mapping system for further analysis and processing. The information needs to be tidied up to the point where it can be presented as an accurate map. Once this is done the final map is peer reviewed. The flood hazard map is now valid and active.

Overland flow pathsAs well as modelling for depth, we also model the speed and direction of flood water. This gives us important information about where flood waters flow during a heavy rain event. This ‘overland flow path’ information is not shown on the general flood hazard map but it is viewable on the Council’s mapping website and is publicly available along with the rest of Council records.

What is Council doing about flooding?Council’s strategy to flooding is to:

§ Provide comprehensive flood information and technical advice to aid on-site risk reduction.

§ Undertake infrastructure improvements to reduce the risk to the community’s safety, where such a risk exists on private property.

§ Incorporate risk-based considerations into any new planning policies and plans, including the implications of rare but very damaging floods.

§ Ensure that flood emergency plans consider the appropriate responses for all magnitudes of flooding.

§ Build up a fund to aid the community in post-flood response and recovery.

You can view more information on the proposed approach on Council’s website – www.tauranga.govt.nz.

Does this flood hazard information go on my property file?Yes, the updated information has been stored on the files relating your property and on our GIS mapping system. Flood hazard information for every property has always been publicly available on request. It is noted in Land Information Memorandum (LIM) reports and used when reviewing building and resource consents.

We are required by several acts of Parliament to hold this information and to make it publicly available. As custodians of this information we will always provide the most up to date information that we have available about your property.

Questions and Answers About Flood Hazard Mapping

Papamoa East

Will this affect my insurance?Council cannot advise you about any effect that this information might have on insurance. In this matter you may wish to contact your insurance company.

You can view more information on Council’s approach on the website www.tauranga.govt.nz key word: flood hazard maps

28 November 2016


Dear Sir/Madam

Flood Hazard Information – Property Information Update

As at 28 November 2016, Tauranga City Council has updated the existing flood risk information for the Papamoa East catchment area. The flood hazard information shows which properties are less likely or more likely to be affected during extreme rainfall events.

The updated information shows that your property located at 47D LYN GROVE, legal description FLAT 4 DPS 46876 1/4 SH LOT 184 DPS 41262, is in an area that is potentially at risk of flooding in an extreme rainfall event.

It is important to note straight away that this potential flood risk is for an extreme rainfall event only. (For a definition of ‘extreme rainfall event’, otherwise known as a 100 year event, please see the Q&A section on the reverse of Map C, attached.)

This flood hazard information updates the information about your property that was previously noted in our records. We have attached some maps that show how the updated information relates to your property.

Map A – this shows how the updated information impacts your property. It shows that in an extreme rainfall event your property would be in the predicted flood hazard area.

Map B - this shows the information that previously related to your property. As at 28 November 2016 this information is no longer current.

Map C – this shows the updated flood risk area for the Papamoa East catchment as a whole. The reverse side of Map C contains some questions and answers about flood hazard mapping.

2

All of the attached information has been placed on your property file and is now live in our electronic mapping and document systems. The flood hazard maps will be updated as and when any work is done on the stormwater systems in and around your catchment area.

You can view the electronic mapping systems and other information online at www.tauranga.govt.nz. Enter the keywords ‘flood hazard’ into the search box for instructions.

We have contacted you as the property owner. If you rent or lease your property, we expect that you will notify your tenant or lessee about the contents of this letter and the attached information.

Contacting us about flood risk information

Three public drop-in days have been arranged so that you can speak with us directly with any questions that you may have. Please drop in and see us.

Venue: Papamoa Community Centre - Tohoroa Meeting Room15 Gravatt Road, Papamoa

Dates: 5 December, 6 December and 7 December 2016Times: 3.00pm to 6.00pm each day.

For all enquiries about this flood hazard information please phone 07 577 7000 weekdays between 8am – 5.00pm to discuss.

Yours faithfully

Wally PottsCity Waters: Team Leader Drainage ServicesTauranga City Council

28 November 2016


Dear Sir/Madam



The updated information shows that your property located at 47B LYN GROVE, legal description FLAT 2 DPS 67094 1/4 SH LOT 184 DPS 41262, is in an area that is potentially at risk of flooding in an extreme rainfall event.






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Yours faithfully


28 November 2016


Dear Sir/Madam



The updated information shows that your property located at 47A LYN GROVE, legal description FLAT 1 DPS 45638 1/4 SH LOT 184 DPS 41262, is in an area that is potentially at risk of flooding in an extreme rainfall event.






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Yours faithfully


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Information shown on this plan is a result of 2Dstormwater catchment modelling. The map is compiledbased upon an assessment of the best availableinformation at the time modelling was undertaken.Council will not be liable or responsible on any basis(including negligence) for any expense, loss, damage,cost or liability (including indirect or consequentialloss) arising out of the provision of this information orits use.

YOUNG, MARGARET ANNEFLAT 1 DPS 45638 1/4 SH LOT 184 DPS 41262

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- Map A -

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KIWI, VINCE ANTONFLAT 2 DPS 67094 1/4 SH LOT 184 DPS 41262

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NGAPO, CHE JAMES BORDEAUX SAUNDERS MACGREGORFLAT 4 DPS 46876 1/4 SH LOT 184 DPS 41262

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- Map B -

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YOUNG, MARGARET ANNEFLAT 1 DPS 45638 1/4 SH LOT 184 DPS 41262

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- Map B -

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KIWI, VINCE ANTONFLAT 2 DPS 67094 1/4 SH LOT 184 DPS 41262

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NGAPO, CHE JAMES BORDEAUX SAUNDERS MACGREGORFLAT 4 DPS 46876 1/4 SH LOT 184 DPS 41262

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24 January 2017

DEBORAH ANNE NGAPO47D LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam

Have Your Say On the Draft Stage 1 Wairakei Landscape Plan

Tauranga City Council is preparing a draft Landscape Plan for part of the 15km long Wairakei Stream corridor. The Landscape Plan covers Council owned stormwater reserve land extending from Pacific View Road to the Te Tumu boundary and also includes Taylor Reserve.

The Landscape Plan will provide a template for enhancement of ten hectares of reserve over the next nine years and includes features such as planting, cultural recognition, signage, cycle ways and pathways. Improving water quality is also an important aspect of the plan.

The draft Landscape Plan will recognise the heritage value and cultural significance that the area has for Tangata Whenua and provides for structures, cultural art and traditional practices.

Tauranga City Council is seeking feedback on the draft Landscape Plan and would like to hear your views.

Have Your Say

Let us know your thoughts on the draft Landscape Plan by following this link to the plan and online feedback form http://www.tauranga.govt.nz/projects/wairakei-landscape-plan.aspx

The draft Landscape Plan can also be viewed at the Papamoa Community Centre, Gravatt Road, Papamoa, from 1 February to 28 February 2017.

Focus meetings on the proposed landscape plan components (including cultural recognition elements) will be held at the Papamoa Community Centre:

Fashion Island Landscape Plan Components - 9.00 to 11.00 am on Saturday 11 February Taylor Reserve Landscape Plan Components - 6.30 to 8.30 pm on Wednesday

8 February

http://scanmail.trustwave.com/?c=4062&d=g8742Jqi-BXu6w-xeZIpr4bBt5orMt4SVfmJ2zPfIQ&s=1279&u=http%3a%2f%2fwww%2etauranga%2egovt%2enz%2fprojects%2fwairakei-landscape-plan%2easpx

Council staff will be available at these meetings to answer any questions.

Following community consultation, the draft Landscape Plan will progress to detailed design and be finalised by December 2017. The final Landscape Plan is to be implemented by Council in its entirety by 2025. The public will have a further opportunity to comment on the various stages of the final plan prior to its implementation over the coming nine years.

Yours sincerely

Wally PottsTeam Leader, Drainage ServicesGrowth and Infrastructure

24 January 2017


Dear Sir/Madam






Have Your Say





8 February




Yours sincerely


24 January 2017


Dear Sir/Madam






Have Your Say





8 February




Yours sincerely


24 January 2017

CELIA FRANCES GILLARDPO BOX 11181PALM BEACHPAPAMOA 3151

Dear Sir/Madam






Have Your Say





8 February




Yours sincerely


24 January 2017


Dear Sir/Madam






Have Your Say





8 February




Yours sincerely


26th of October 2017

Tauranga council

To whom it may concern,

This is a letter to inform you that we will not be installing a fire place in to our home, as it did

not fit in to the area allocated on plans.

Yours sincerely

Jolene and Joel Tyler

47c Lyn grove

Papamoa Becah

Papamoa 3118

0212691721

https://www.google.com.pe/imgres?imgurl=http%3A%2F%2Fmedia.gm.com%2Fdld%2Fcontent%2Fdam%2FMedia%2Fimages%2FAU%2FGalleries%2FHolden%2FCorporate%2FLogos%2FHolden-logo-1.jpg&imgrefurl=http%3A%2F%2Fmedia.gm.com%2Fmedia%2Fau%2Fen%2Fholden%2Fphotos.detail.html




Tauranga council




Yours sincerely


47c Lyn grove

Papamoa Becah

Papamoa 3118

0212691721

Tauranga City Council91 Willow Street, Tauranga / Private Bag 12022, Tauranga 3143

[email protected]

(07) 577 7000

ES50725Alpha ID: 120817

Application Type: Building Consent with PIM


Project Description: CREATE BEDROOM IN PART LIVING ROOM- REMOVE WALL TO ADD

TO/ALTER LOUNGE/DINING ROOM OF DWELLING

Project Status: CCC Application Received

Please note: attachments have been excluded from Emails/Correspondence and lodged Application Form/s since the

approved versions are incorporated into the issued documents.

Creation Date: 09 April 2018

Table of Contents

Table of Contents Building ConsentNo File(s)

Project Early History – Processing and/or InspectionsES50725_Project_History.pdf 1

InspectionsInspection Report 1 - Half high Brick - Blockwork - Preline Plumbing - Drainage - De... 12

CCC DocumentsOther - Electrical_Certificate.pdf 19Other - Truss_Plan.pdf 20Other - CCF15022018_0001.pdf 23Other - CCF15022018_0002.pdf 24Other - CCF15022018_0003.pdf 25

Code Compliance CertificateForm 6: Application for Code Compliance Certificate 26

PROJECT REPORT - ES50725ES Consent Number: 50725

AlphaOne ID Number: 120817

Project DetailsApplication Date: 2014-09-08 00:00:00 BC Granted Date: 2014-10-07 00:00:00 BC Issued Date: 2014-10-31 00:00:00Site Address: 47C LYN GROVE PAPAMOA BEACHValuation Reference: 0690318400C Legal Description: FLAT 3 DPS48523 PDF Last Updated: 2018-02-01 01:12:50Owner: TYLER, JOEL JOHNOwner Phone (Res): Owner Phone (Bus): Owner Mobile Phone: 0212691721Agent: IRIE LTDWork Type: RESIDENTIALIntended Use: CREATE BEDROOM IN PART LIVING ROOM- REMOVE WALL TO ADD TO/ALTER LOUNGE/DINING ROOM OFDWELLING

Notes: CCC reminder letter sent 22/8/16. AF.

Project Inspection ActivitiesInspection Date Status Inspection Type Inspector Notes

9 Nov 2017 08:00:54 Clear [300] - Postline /... Gregory Waterhouse

9 Nov 2017 07:59:44 Pass Gregory Waterhouse .

9 Nov 2017 07:55:16 Pass x 305 - Final Resi... Gregory Waterhouse Addition to dwelling only with fire removed from consent All failed items rechecked and comply. Please email all required documentsto [email protected]

9 Nov 2017 07:54:59 Pass Miscellaneous Gregory Waterhouse Downpipes and soakpit installed . Photos sighted. As built plan still required. Downpipes installed correctly.

9 Nov 2017 07:54:55 Pass Photos Gregory Waterhouse

9 Nov 2017 07:53:13 Pass Exterior - Sub Flo... Gregory Waterhouse Vents installed correctly.

9 Nov 2017 07:52:56 Pass Exterior - Stair P... Gregory Waterhouse Handrail now installed.

9 Nov 2017 07:52:35 Pass Exterior - Non sli... Gregory Waterhouse Main entrance now has non slip.

9 Nov 2017 07:51:47 Pass All PIM requiremen... Gregory Waterhouse

9 Nov 2017 07:51:35 Pass Consent notices Co... Gregory Waterhouse Producer statement provided from builder to show compliance.

9 Nov 2017 07:50:38 Pass Check Documentatio... Gregory Waterhouse

26 Sep 2016 08:29:22 Fail [300] - Postline /... Brad Donald

26 Sep 2016 08:24:59 Fail x 305 - Final Resi... Brad Donald Addition to dwelling only with fire removed from consent Smoke alarms installed however appears no direct fix inspection undertakenby council so supporting documentation required so council can do a assessment in order to establish compliance withweathertightness FAILED INSPECTION ADRESS FAILED ITEMS LISTED THEN REINSPECTION REQUIRED

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26 Sep 2016 08:24:59 Fail Exterior - Stair P... Brad Donald Handrail required to main entryway steps still

26 Sep 2016 08:24:17 Fail Miscellaneous Brad Donald 1)Fire not installed so owners statement required to remove fire from consent and asbuilt required showing fire removed 2)Downpipesand soakage hole not yet installed as per consent requirements so reinspection required when installed by registered drainlayer

26 Sep 2016 08:19:54 N/A Insulation - Insul... Brad Donald

26 Sep 2016 08:19:53 Pass Smoke Alarms - Smo... Brad Donald F7 compliant

26 Sep 2016 08:19:43 N/A Interior - Easy cl... Brad Donald

26 Sep 2016 08:19:43 N/A Interior - Cooker/... Brad Donald

26 Sep 2016 08:19:40 Pass Interior - Wall fi... Brad Donald appears impervious paint finished

26 Sep 2016 08:19:28 N/A Interior - Safety ... Brad Donald

26 Sep 2016 08:19:28 N/A Interior - Ventila... Brad Donald

26 Sep 2016 08:19:28 N/A Interior - Floor f... Brad Donald

26 Sep 2016 08:19:27 N/A Exterior - Swimmin... Brad Donald

26 Sep 2016 08:19:25 Fail Exterior - Sub Flo... Brad Donald ventilation required still to sub floor

26 Sep 2016 08:18:44 Fail Exterior - Non sli... Brad Donald Main entryway steps and deck required to have slip resistance

26 Sep 2016 08:18:05 N/A Exterior - Floor h... Brad Donald

26 Sep 2016 08:18:05 N/A Exterior - Height/... Brad Donald

26 Sep 2016 08:18:05 N/A Exterior - Retaini... Brad Donald


26 Sep 2016 08:18:04 N/A Exterior - Safety ... Brad Donald

26 Sep 2016 08:18:00 Pass Exterior - Roof Cl... Brad Donald appears compliant from ground

26 Sep 2016 08:17:39 Pass Exterior - Flashin... Brad Donald Appears compliant with head flashing installed

26 Sep 2016 08:17:15 Pass Exterior - Painted... Brad Donald Hardies

26 Sep 2016 08:17:03 Pass Exterior - Claddin... Brad Donald Hardies direct fixed

26 Sep 2016 08:16:41 Pass Exterior - Height ... Brad Donald 225 minimum achieved to unpaved areas

26 Sep 2016 08:16:17 N/A Exterior - No obst... Brad Donald

26 Sep 2016 08:16:08 Fail All PIM requiremen... Brad Donald

26 Sep 2016 08:16:06 Fail Consent notices Co... Brad Donald appears no direct fix cladding inspection undertaken by council so photos and producer statement required so council can doweathertight assessment so as to establish compliance with E2 and B2 requirements

26 Sep 2016 08:12:39 N/A Check Drive way Brad Donald

26 Sep 2016 08:12:38 Pass Check - Check plan... Brad Donald

26 Sep 2016 08:12:32 Pass Site Self-Induction Brad Donald self safety induction undertaken

14 Aug 2015 10:43:36 Clear CLI-1 Standard Ins... Mike Montgomery

14 Aug 2015 10:42:41 Pass Pre Stopping Mike Montgomery Prestop All gib brace fixings to plan. Note- Subfloor ventilation to complete before final.

14 Aug 2015 10:42:39 N/A Fire wall penetrat... Mike Montgomery

14 Aug 2015 10:42:39 N/A First or Second li... Mike Montgomery

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14 Aug 2015 10:42:38 N/A Back blocking/ Dia... Mike Montgomery

14 Aug 2015 10:42:38 N/A Control joints Mike Montgomery

14 Aug 2015 10:42:37 Pass Window seals in pl... Mike Montgomery

14 Aug 2015 10:42:34 Pass Sheet braces conne... Mike Montgomery

14 Aug 2015 10:42:33 Pass Fixing size/type/s... Mike Montgomery

14 Aug 2015 10:42:32 Pass Specialized sheet ... Mike Montgomery

14 Aug 2015 10:42:31 Pass Brace and/or firew... Mike Montgomery

14 Aug 2015 10:42:30 Pass Cladding in place ... Mike Montgomery

29 May 2015 13:40:22 Clear CLI-2B Minor Works... Ian Watson

29 May 2015 13:39:00 Pass Preline - Minor wo... Ian Watson All work to plan and inspectors notes. Instructed builder about maintaining gap under window to sill tray.

29 May 2015 13:38:50 Pass Air seals & lintel... Ian Watson

29 May 2015 13:38:50 Pass Moisture Content Ian Watson

29 May 2015 13:38:49 N/A Water supply Ian Watson

29 May 2015 13:38:49 N/A Vents Ian Watson

29 May 2015 13:38:48 N/A Waste Sizes Ian Watson

29 May 2015 13:38:46 Pass Bracing roof & walls Ian Watson

29 May 2015 13:38:45 Pass Insulation Ian Watson

29 May 2015 13:38:45 Pass Wall & Roofing fra... Ian Watson

29 May 2015 13:38:44 Pass Timber grades Ian Watson

29 May 2015 13:38:38 Clear CLI-1 Standard Ins... Ian Watson

29 May 2015 13:38:10 Pass Fixing-Framing Ian Watson All straps/fixings now in place.

29 May 2015 13:38:07 Pass Holding down provi... Ian Watson

6 Mar 2015 14:52:36 Fail CLI-1 Standard Ins... Lex Plato

6 Mar 2015 14:44:23 Fail Fixing-Framing Lex Plato framing inspection for addition As per plan with one change Door beside kitchen Reduced to 1-800 span Lintel Reduced to 140x90 okfor loaded dimension.. trusses-purlin -Lintel fixings In compliance. Roof bracing installed. still to complete bottom plate fixings for wallbracing but can be sighted at preline inspection. ok to continue

6 Mar 2015 14:44:18 N/A All cuts to treate... Lex Plato

6 Mar 2015 14:44:17 N/A Ply Braces nailed ... Lex Plato

6 Mar 2015 14:44:16 N/A Valley boards adeq... Lex Plato

6 Mar 2015 14:44:15 N/A Support for loaded... Lex Plato

6 Mar 2015 14:44:13 Pass Purlin fixing Lex Plato

6 Mar 2015 14:44:12 Pass Uplift fixings, ha... Lex Plato

6 Mar 2015 14:44:09 Pass Trusses installed ... Lex Plato

6 Mar 2015 14:44:08 Pass Straps for braces/... Lex Plato

6 Mar 2015 14:44:02 Fail Holding down provi... Lex Plato

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6 Mar 2015 14:43:55 Pass Bracing as per plan Lex Plato

6 Mar 2015 14:43:53 N/A DPC in place Lex Plato

6 Mar 2015 14:43:52 N/A Nogs @ 480c/c for ... Lex Plato

6 Mar 2015 14:43:51 N/A Firewall frame fix... Lex Plato

6 Mar 2015 14:43:49 Pass Timber size/treatm... Lex Plato

16 Jan 2015 11:35:52 Clear CLI-1 Standard Ins... Mike Montgomery

16 Jan 2015 11:35:15 Pass Subfloor Mike Montgomery Subfloor fixings to plan,

16 Jan 2015 11:35:14 Pass Perimeter fixing a... Mike Montgomery

16 Jan 2015 11:35:08 N/A Provisions for exc... Mike Montgomery

16 Jan 2015 11:35:05 Pass Sub floor cross fl... Mike Montgomery

16 Jan 2015 11:35:04 Pass Access/ground clea... Mike Montgomery

16 Jan 2015 11:35:01 N/A Underfloor insulat... Mike Montgomery

16 Jan 2015 11:34:58 Pass Soil clearance fro... Mike Montgomery

16 Jan 2015 11:34:56 N/A DPC between timber... Mike Montgomery

16 Jan 2015 11:34:55 N/A Exposed bearers ca... Mike Montgomery

16 Jan 2015 11:34:54 N/A Timber cut ends se... Mike Montgomery

16 Jan 2015 11:34:53 Pass Joist/bearer timbe... Mike Montgomery

16 Jan 2015 11:34:51 Pass Joist to bearer co... Mike Montgomery

16 Jan 2015 11:34:50 Pass S/S connections fo... Mike Montgomery

16 Jan 2015 11:34:49 Pass Bearers seated and... Mike Montgomery

16 Jan 2015 11:34:48 Pass Bearers correct size Mike Montgomery

16 Jan 2015 11:34:48 Pass Pile treatment to ... Mike Montgomery

16 Jan 2015 11:34:47 Pass Anchor/braced pile... Mike Montgomery

16 Jan 2015 11:34:46 Pass Check foundation i... Mike Montgomery

16 Jan 2015 11:34:06 Pass Foundations Mike Montgomery Pile Footings to plan, all to solid sand.

16 Jan 2015 11:34:05 Pass Pile/pole heights ... Mike Montgomery

16 Jan 2015 11:34:04 Pass Timber piles/poles... Mike Montgomery

16 Jan 2015 11:34:03 N/A Steel laps and cover Mike Montgomery

16 Jan 2015 11:34:03 N/A Steel as specified Mike Montgomery

16 Jan 2015 11:34:01 Pass Footing level& dep... Mike Montgomery

16 Jan 2015 11:33:59 N/A Sediment control Mike Montgomery

16 Jan 2015 11:33:59 N/A Impact of site wor... Mike Montgomery

16 Jan 2015 11:33:57 N/A Ground water Mike Montgomery

16 Jan 2015 11:33:56 N/A Fill material and ... Mike Montgomery

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16 Jan 2015 11:33:55 Pass Natural Ground of ... Mike Montgomery

16 Jan 2015 11:33:54 N/A Evidence of hazard... Mike Montgomery

16 Jan 2015 11:33:52 Pass Finished floor level Mike Montgomery

16 Jan 2015 11:33:51 Pass Ground levels and ... Mike Montgomery

Project Processing / Other ActivitiesActivity Date Status Activity Type User Notes

7 Oct 2014 14:52:00 Pass Roof Cladding Garth Carruthers

7 Oct 2014 14:52:00 Pass Profiled Metal/Oth... Garth Carruthers

7 Oct 2014 14:48:23 Pass Underlay support Garth Carruthers RFI: It appears your bearers do not comply with NZS 3604 table 6.4. Please review. The designer has reduced the loaded dimensionby moving the outer piles 200mm towards the centre of the dwelling.

7 Oct 2014 14:48:06 Pass Wall Cladding Garth Carruthers

7 Oct 2014 14:48:05 Pass Stucco Garth Carruthers

7 Oct 2014 14:48:04 Pass Acceptable Solution Garth Carruthers NZS3604 compliant framing and lintels, sufficient wall bracing shown. RFI: The lintel fixings for bifolds to living and dining are notsufficient when calculated using MiTek onsite guide. Please review. The lintel fixings are now type G, which are sufficient. RFI:Please provide detail of bottom plate fixings. Bottom plate to timber floor notes have been added.

6 Oct 2014 08:47:56 Pass Minor building wor... Garth Carruthers

6 Oct 2014 08:47:55 Pass Minor Building Wor... Garth Carruthers

6 Oct 2014 08:47:32 Pass Glazing/joinery st... Garth Carruthers Calculated using ALF v3.2

6 Oct 2014 08:47:28 N/A Wall and roof stru... Garth Carruthers

6 Oct 2014 08:47:28 N/A Existing foundatio... Garth Carruthers

6 Oct 2014 08:47:27 N/A New foundation/sla... Garth Carruthers

6 Oct 2014 08:47:27 N/A Alternative Solution Garth Carruthers

6 Oct 2014 08:47:26 Pass Acceptable solution Garth Carruthers H1/AS1

6 Oct 2014 08:46:41 N/A Garth Carruthers


6 Oct 2014 08:46:37 N/A Amendments Garth Carruthers

6 Oct 2014 08:46:36 N/A Compliance Schedul... Garth Carruthers

6 Oct 2014 08:46:35 N/A Contractors Proces... Garth Carruthers

6 Oct 2014 08:46:33 Pass Garth Carruthers





6 Oct 2014 08:46:25 Pass Garth Carruthers G7/AS1

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6 Oct 2014 08:45:48 Pass Garth Carruthers NZS 4223


6 Oct 2014 08:45:45 Pass Garth Carruthers F2/AS1






6 Oct 2014 08:45:05 Pass Garth Carruthers R1.3 to floor, R2.2 to walls, R3.2 to ceilings.


6 Oct 2014 08:45:02 Pass Garth Carruthers E3/AS1

6 Oct 2014 08:44:40 Pass Energy Efficiency Garth Carruthers

6 Oct 2014 08:44:39 Pass Housing and Buildi... Garth Carruthers

6 Oct 2014 08:44:38 N/A Calculation method... Garth Carruthers

6 Oct 2014 08:44:33 N/A Schedule method <3... Garth Carruthers

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6 Oct 2014 08:41:29 Pass Schedule method <3... Garth Carruthers The deck and stairs work is not part of this building consent and an advice notice has been added stating the requirement that theworks to be completed by time of final inspection to comply with NZBC D1


6 Oct 2014 08:36:20 Pass Acceptable Solution Garth Carruthers D1/AS1


6 Oct 2014 08:36:14 N/A Large Buildings >3... Garth Carruthers

6 Oct 2014 08:36:14 N/A Lighting CB & CNR ... Garth Carruthers

6 Oct 2014 08:36:10 Pass Commercial or Mult... Garth Carruthers

6 Oct 2014 08:36:10 Pass Hazardous substanc... Garth Carruthers



6 Oct 2014 08:36:07 N/A Review by our in h... Garth Carruthers

6 Oct 2014 08:36:07 N/A Methods of Constru... Garth Carruthers

6 Oct 2014 08:36:07 N/A Secondary Containm... Garth Carruthers

6 Oct 2014 08:36:05 Pass Class and quantiti... Garth Carruthers

6 Oct 2014 08:36:05 Pass Suitable storage f... Garth Carruthers

6 Oct 2014 08:36:04 N/A Report provided Garth Carruthers

6 Oct 2014 08:36:02 Pass Check if Hazardous... Garth Carruthers

6 Oct 2014 08:35:59 N/A Construction & Dem... Garth Carruthers

6 Oct 2014 08:35:55 Pass Plumbing & Drainage Garth Carruthers
















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6 Oct 2014 08:35:37 N/A Drainage Garth Carruthers


6 Oct 2014 08:35:35 Pass Sanitary Plumbing/... Garth Carruthers









6 Oct 2014 08:35:14 Pass Provision for acci... Garth Carruthers

6 Oct 2014 08:35:13 Pass Septic tank design... Garth Carruthers

6 Oct 2014 08:34:57 Pass Structural support... Garth Carruthers Thermakraft Watergate plus specified.

6 Oct 2014 08:34:36 N/A Impact of drains/w... Garth Carruthers

6 Oct 2014 08:34:34 Pass Vent location in r... Garth Carruthers

6 Oct 2014 08:34:33 N/A Adequate venting Garth Carruthers

6 Oct 2014 08:34:25 Pass Access for mainten... Garth Carruthers As per E2/AS1

6 Oct 2014 08:34:22 N/A FWGs charged and i... Garth Carruthers

6 Oct 2014 08:34:06 Pass Wastes/drain diame... Garth Carruthers Risk matrix score of 2.

6 Oct 2014 08:33:51 Pass AS/NZS 3500.2.2 (S... Garth Carruthers

6 Oct 2014 08:33:50 Pass G13/AS1 Garth Carruthers


6 Oct 2014 08:33:23 Pass Acceptable Solution Garth Carruthers E2/AS1 James Hardie weatherboard direct fixed.

6 Oct 2014 08:33:16 Pass Water Supplies Garth Carruthers



6 Oct 2014 08:33:13 Pass Smoke Detectors Garth Carruthers

6 Oct 2014 08:33:12 N/A G12-AS2 Stated for... Garth Carruthers

6 Oct 2014 08:33:11 N/A Relief Valve & Exp... Garth Carruthers

6 Oct 2014 08:33:11 N/A Controller and Pum... Garth Carruthers

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6 Oct 2014 08:33:10 N/A Tempering Valve & ... Garth Carruthers

6 Oct 2014 08:33:09 N/A Panel Fixing Detail Garth Carruthers

6 Oct 2014 08:33:08 N/A Solar Panel & HWC ... Garth Carruthers

6 Oct 2014 08:33:08 N/A Minimum 50 litre S... Garth Carruthers

6 Oct 2014 08:33:06 N/A Solar Heating Garth Carruthers

6 Oct 2014 08:33:04 N/A HW spec quotes G12... Garth Carruthers

6 Oct 2014 08:33:03 N/A Isolation at each ... Garth Carruthers

6 Oct 2014 08:32:42 Pass Water tanks to ens... Garth Carruthers Self-supporting underlay specified.

6 Oct 2014 08:32:40 Pass Plans show locatio... Garth Carruthers

6 Oct 2014 08:32:40 Pass Protection of pota... Garth Carruthers

6 Oct 2014 08:32:11 Pass Potable water supp... Garth Carruthers 4.5mm Hardiflex, timber fascia.

6 Oct 2014 08:32:08 Pass Equipotenial bondi... Garth Carruthers

6 Oct 2014 08:32:08 Pass Provisions for ide... Garth Carruthers

6 Oct 2014 08:31:59 Pass Water supply syste... Garth Carruthers 15? Pitch.

6 Oct 2014 08:31:58 N/A Alternative Soluti... Garth Carruthers

6 Oct 2014 08:31:56 Pass Acceptable Solutions Garth Carruthers E2/AS1

6 Oct 2014 08:31:53 N/A Solar Water Heating Garth Carruthers

6 Oct 2014 08:31:50 Pass Interior Features ... Garth Carruthers

6 Oct 2014 08:31:49 Pass Internal Moisture Garth Carruthers






6 Oct 2014 08:31:42 N/A Sealing substrates... Garth Carruthers

6 Oct 2014 08:31:42 N/A Check wet area mem... Garth Carruthers

6 Oct 2014 08:31:42 N/A Membrane fit for p... Garth Carruthers

6 Oct 2014 08:31:41 N/A Water splash/accid... Garth Carruthers

6 Oct 2014 08:31:39 Pass R values achieved ... Garth Carruthers


6 Oct 2014 08:31:36 Pass Acceptable Solution Garth Carruthers E1/AS1

6 Oct 2014 08:31:25 Pass Access Garth Carruthers

6 Oct 2014 08:31:24 Pass Access - Single Dw... Garth Carruthers

6 Oct 2014 08:31:24 Pass Garth Carruthers Access provided to subfloor to access water traps.

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6 Oct 2014 08:30:44 Pass Vehicle access 1:4... Garth Carruthers

6 Oct 2014 08:30:43 Pass Stairs within desi... Garth Carruthers

6 Oct 2014 08:30:43 Pass Complying handrail Garth Carruthers


6 Oct 2014 08:30:40 Pass Acceptable Solution Garth Carruthers B2/AS1

6 Oct 2014 08:30:35 N/A Fire Garth Carruthers

6 Oct 2014 08:30:33 Fail Wall Cladding Garth Carruthers

6 Oct 2014 08:30:15 Fail Stucco Garth Carruthers

6 Oct 2014 08:30:11 Fail Acceptable Solution Garth Carruthers NZS3604 compliant framing and lintels, sufficient wall bracing shown. RFI: The lintel fixings for bifolds to living and dining are notsufficient when calculated using MiTek onsite guide. Please review. RFI: Please provide detail of bottom plate fixings.

6 Oct 2014 08:22:35 Pass Alternative Solution Garth Carruthers Trusses designed by Placemakers frame and truss Waikato/BOP to B1/VM1. Roof braced with two pairs of strap bracing. H1.2 to trussmembers, purlins fixed with 2/90?3.15mm gun nails.

6 Oct 2014 08:22:22 N/A General (All Cladd... Garth Carruthers

6 Oct 2014 08:22:22 N/A Cavity Details Garth Carruthers

6 Oct 2014 08:22:18 N/A To E2/AS1 9.3 (All... Garth Carruthers

6 Oct 2014 07:53:12 Fail Profiled Metal/Oth... Garth Carruthers

6 Oct 2014 07:53:12 Fail Roof Cladding Garth Carruthers



6 Oct 2014 07:53:06 Pass Flashings appropri... Garth Carruthers

6 Oct 2014 07:52:35 Pass Detail for weather... Garth Carruthers Sisalation foil nominated.

6 Oct 2014 07:52:25 N/A Catchment areas ab... Garth Carruthers

6 Oct 2014 07:52:20 N/A Internal gutter ov... Garth Carruthers

6 Oct 2014 07:52:17 Pass Materials for gutt... Garth Carruthers

6 Oct 2014 07:51:48 N/A No direct discharg... Garth Carruthers

6 Oct 2014 07:51:45 Pass Internal valley/hi... Garth Carruthers

6 Oct 2014 07:51:43 Pass Upper floor discha... Garth Carruthers

6 Oct 2014 07:51:41 N/A Spreaders for high... Garth Carruthers

6 Oct 2014 07:51:32 Pass Anti ponding for m... Garth Carruthers Joists sized to 7.1 according to span, floor loading and in service moisture content.

6 Oct 2014 07:48:04 Fail Underlay support Garth Carruthers RFI: It appears your bearers do not comply with NZS 3604 table 6.4. Please review.

6 Oct 2014 07:47:59 Pass Masonry tile type ... Garth Carruthers

6 Oct 2014 07:47:55 Pass Underlay (E2/AS1 T... Garth Carruthers

6 Oct 2014 07:39:23 Pass Effects of runoff ... Garth Carruthers 125?125mm H5 piles

6 Oct 2014 07:39:16 N/A Compatibility of m... Garth Carruthers

6 Oct 2014 07:39:15 N/A Soffits/verges of ... Garth Carruthers

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6 Oct 2014 07:38:21 Pass Fixing type/size a... Garth Carruthers Ordinary piles - 400?400?300mm Anchor piles - 400?400?900mm

6 Oct 2014 07:37:25 Pass Specification curr... Garth Carruthers Anchor piles detailed to corners of extension.

6 Oct 2014 07:37:14 Pass Pitch OK for speci... Garth Carruthers Sub floor bracing calculations demonstate compliance with NZS 3604.


6 Oct 2014 07:36:15 Pass Acceptable Solution Garth Carruthers NZS 3604 NZS 3604 nominated.

6 Oct 2014 07:36:02 N/A Membrane Roof/Deck Garth Carruthers

6 Oct 2014 07:25:54 N/A Surface Water Garth Carruthers



6 Oct 2014 07:25:45 N/A Durability Garth Carruthers

6 Oct 2014 07:25:44 N/A Timber Floors/Decks Garth Carruthers

6 Oct 2014 07:25:44 N/A Framing Garth Carruthers


6 Oct 2014 07:25:40 Pass Garth Carruthers Ground conditions "good ground" as per NZS 3604


6 Oct 2014 07:24:56 Pass Garth Carruthers Design 2


6 Oct 2014 07:24:50 Pass Garth Carruthers R1

4 Oct 2014 14:53:04 Pass PIM Garth Carruthers

4 Oct 2014 14:53:04 Pass Services Garth Carruthers Reticulated water & waste water On site stormwater disposal required

4 Oct 2014 14:53:04 Pass Development Engine... Garth Carruthers

4 Oct 2014 14:52:38 Pass Ground conditions Garth Carruthers Ground NZS 3604 compliant

4 Oct 2014 14:52:32 N/A Consent Notices Garth Carruthers

4 Oct 2014 14:52:29 N/A Legal Issues Garth Carruthers

4 Oct 2014 14:52:28 N/A Planning Garth Carruthers

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www.tauranga.govt.nzTauranga City Council, 91 Willow Street, Tauranga / Private Bag 12022, Tauranga 3143Tel: 07 577 7000 Fax: 07 577 7193 Email: [email protected]

13 March 2018

TYLER, JOEL JOHN

47C LYN GROVE PAPAMOA BEACH PAPAMOA 3118 3118

Dear Sir or Madam,

Building Consent Number: ES50725

Project Location: 47C LYN GROVE PAPAMOA BEACH Tauranga

Legal description of land where building is located: FLAT 3 DPS48523

Project Description: CREATE BEDROOM IN PART LIVING ROOM- REMOVE WALLTO ADD TO/ALTER LOUNGE/DINING ROOM OF DWELLING

IR Number: 1

Inspection Results:

1ST INSPECTION - 13 Mar 2018 @ 14:00 by Greg Waterhouse

Inspection Outcome: PASS - The BCA is satisfied, on reasonable grounds, that theaspects of building work pertaining to this inspection demonstrate compliance with thebuilding consent.

PREPOUR - 13 Mar 2018 @ 14:00 by Greg Waterhouse

Inspection Outcome: NOT APPLICABLE

WASTEPIPES (UNDERSLAB) - 13 Mar 2018 @ 14:00 by Greg Waterhouse


FLOOR SLAB - 13 Mar 2018 @ 14:00 by Greg Waterhouse

Page 12 / 27


BLOCKWORK - 13 Mar 2018 @ 14:00 by Greg Waterhouse


EXTERNAL TANKING - 13 Mar 2018 @ 14:00 by Greg Waterhouse


SUBFLOOR - FRAMING - 13 Mar 2018 @ 14:00 by Greg Waterhouse


FRAMING / PRE-WRAP - 13 Mar 2018 @ 14:00 by Greg Waterhouse


CONCRETE / TILT PANEL / STEEL FRAME - 13 Mar 2018 @ 14:00 by GregWaterhouse


13 Mar 2018 Page 2 of 7

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POST WRAP - 13 Mar 2018 @ 14:00 by Greg Waterhouse


DECK / ROOF MEMBRANE - 13 Mar 2018 @ 14:00 by Greg Waterhouse


PRE-PLASTER - 13 Mar 2018 @ 14:00 by Greg Waterhouse


HALF HIGH BRICK - 13 Mar 2018 @ 14:00 by Greg Waterhouse


PRELINE PLUMBING - 13 Mar 2018 @ 14:00 by Greg Waterhouse


PRELINE BUILDING - 13 Mar 2018 @ 14:00 by Greg Waterhouse


13 Mar 2018 Page 3 of 7

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POST LINE - 13 Mar 2018 @ 14:00 by Greg Waterhouse


INTERNAL MEMBRANE - 13 Mar 2018 @ 14:00 by Greg Waterhouse


DRAINAGE - 13 Mar 2018 @ 14:00 by Greg Waterhouse


SOLID FUEL HEATERS - 13 Mar 2018 @ 14:00 by Greg Waterhouse


SOLAR WATER HEATER - 13 Mar 2018 @ 14:00 by Greg Waterhouse


RETAINING WALL - 13 Mar 2018 @ 14:00 by Greg Waterhouse

13 Mar 2018 Page 4 of 7

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P+D FINAL - 13 Mar 2018 @ 14:00 by Greg Waterhouse


BUILDING FINAL - 13 Mar 2018 @ 14:00 by Greg Waterhouse


FINAL DOCUMENTS - 13 Mar 2018 @ 14:00 by Greg Waterhouse

Inspection Outcome: FAIL - The following aspects of this inspection have resulted in aFail result -- see the item(s) below:

E1 - Surface Water: Stormwater Drainage As-built Plans are not yet provided.

Licensed builders Memorandum required for installation of roof cladding.

Truss as built plan required.

These may be viewed at time of next inspection.

Site Communication: Please upload required documents into Alpha portal.

Your next inspection will be: Final Documents

Please plan your project ahead of time and book inspections as early as possible.we may need 3 - 5 days.

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HistoryInspection Name Summary1st Inspection PASS

Prepour NOT APPLICABLE

Wastepipes (Underslab) NOT APPLICABLE

Floor Slab NOT APPLICABLE

Blockwork NOT APPLICABLE

External Tanking NOT APPLICABLE

Subfloor - Framing PASS

Framing / Pre-wrap PASS

Concrete / Tilt Panel / Steel Frame NOT APPLICABLE

Post Wrap PASS

Deck / Roof Membrane NOT APPLICABLE

Pre-Plaster NOT APPLICABLE

Half high Brick NOT APPLICABLE

Preline Plumbing NOT APPLICABLE

Preline Building PASS

Post Line PASS

Internal Membrane NOT APPLICABLE

Drainage PASS

Solid Fuel Heaters NOT APPLICABLE

Solar Water Heater NOT APPLICABLE

Retaining Wall NOT APPLICABLE

P+D Final PASS

Building Final PASS

Final Documents FAIL - 27 Oct 2017

If you'd like to email us about this inspection report, please address it [email protected].

Please Note:

This job may have been migrated into AlphaOne from our previous system, therefore thisInspection Report may not be a true reflection of the project to date.

Your inspections are now being completed in our online consenting system. You canupload Code Compliance documentation at any time via the Customer Portal here:https://buildingconsents.tauranga.govt.nz/

Once online, if you are unable to access your consent details, please contact the CCCTeam on 577-7000 to arrange access.

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Please do not email your Code Compliance documentation to [email protected] asit will no longer be accepted. Thank you.

Yours Sincerely,

Greg Waterhouse

Building Inspector

On behalf of: Tauranga City Council

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CCC Application: 08973286GP


Date Submitted: Thursday, 26 October 2017

Application Type Code Compliance Certificate


Application DetailsReference Key: 08973286GP

Name: Jolene Tyler

Application Role: Owner

Pre-application Reference No: N/A

The OwnerOwner's Name: TYLER, JOEL JOHN

Contact Person: N/A

Mailing Address: 47C LYN GROVE PAPAMOA BEACH PAPAMOA 3118

3118

Street Address: 47C LYN GROVE PAPAMOA BEACH PAPAMOA 3118

Phone: Landline: N/A Mobile: 0212691721

Email: [email protected]

The AgentAgent's Name: IRIE LTD

Contact Person: N/A

Mailing Address: C/O GLENN FYFE 22A CARYSFORT STREET MOUNT

MAUNGANUI

3116 3116

Street Address: C/O GLENN FYFE 22A CARYSFORT STREET MOUNT

MAUNGANUI

3116



ApplicationBy typing your name in the box below you are giving your authority for the application to proceed to processing and accept

Page 1 of 2 Form 6 version Alpha 1.5 Printed: 26 Oct 2017

Page 26 / 27

the associated charges. You will be treated as first point of contact for all correspondence that relates to this application

and building work.

I request that you issue a Code Compliance Certificate for the building work described in this application.

Signature of Owner on behalf of and with the authority of the owner:

JOLENE TYLER

26 Oct 2017

Site Personnel / Other ContactsNo Site Personnel / Other Contacts have been provided.

AttachmentsRestricted Building Work Memorandums / Owner-Builder Declaration

1. Record_of_building_work.pdf (3.59M)

Energy Works Certificate

1. Electrical_Certificate.pdf (1.21M)

As Built Truss Design

1. Truss_Plan.pdf (2.63M)

Other Documents

1. house.pdf (113.55K)

Comments / Other Information:This is a legacy project imported from Council Enterprise system.

CCC reminder letter sent 22/8/16. AF.

All building work to be carried out under the above building consent was completed on:

26 October 2017


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Papamoa 300347B Lyn Grove Papamoa

Lot Flat 2D.P. S 67094

Owner

Rongopai Victor & Vince Anton Kiwi

Site Location

47B Lyn Grove

Job Description Consent

Number 28172

Date Monday, 14 April 2008

Process Time 0. Hrs

Assessments Required

Building

Plumbing/Drainage

Structural

Required Done Passed Failed To Be Done

0 0 0 0 0

1 1 1 0 0

0 0 0 0 0

Total 1 1 1 0 0

Inspection Details

Extra Inspections

0

WorkType Solid Fuel Heater

IntendedUse Install freestanding kent signature max clean air SFH

as at Thursday, 24 November 2016

NotesA domestic smoke alarm is required within 3.0m of any sleeping space door.

Tauranga City Council: Building InspectionsJob Report

Consent/COA No: 28172

Build. Class

Date Inspector InspectionType Result Note29/04/08 New smoke alarm in place.*8/05/08Ian Watson Solid Fuel Heater Pass

Job history for Code Compliance Certificate No: 98/819

Papamoa

47C Lyn Grove papamoa

Lot 184D.P. S 41262

Owner

Smith T

Site Location

47C Lyn Gr


Number 98/819Date Monday, 20 April 1998

Process Time 0. Hrs

Inspection Summary

Building

Plumbing/Drainage

Structural


2 2 2 0 0

0 0 0 0 0

0 0 0 0 0

Total 2 2 2 0 0

Inspection Details

Extra Inspections

0

WorkType Outbuildings - New

IntendedUse Erect Garage

as at Monday, 28 November 2016

Property File:............................

Notes

Date Inspector InspectionType Result Note24/06/98 Slab also OKJohn Turner Footing Pass

25/02/99 Mike Montgomery Final Building Pass

Job history for Code Compliance Certificate No: 5602

Papamoa47C Lyn Grove Papamoa

Lot Flat 3D.P. S 48523

Owner

Donna Smith

Site Location

47C Lyn Grove Lt 184 DPS 41262


Number 5602Date Thursday, 17 May 2001

Process Time 0. Hrs

Inspection Summary

Building

Plumbing/Drainage

Structural


0 0 0 0 0

1 0 0 0 1

0 0 0 0 0

Total 1 0 0 0 1

Inspection Details

Extra Inspections

0

WorkType Solid Fuel Heater

IntendedUse Install free standing solid fuel heater

as at Monday, 28 November 2016

Property File:............................

Notes6/7/2001 Received producers statement from Heat Me confirming that the installation of free standing solid fuel heater complies with NZS 7421-1990 and section 33 part 5 of the building code.

GoGet Job ReportConsent No 50725Application Date 8 Sep 2014Issue Date 31 Oct 2014Site Address 47C LYN GROVE PAPAMOA BEACHValuation Ref 0690318400CParcel ID 2418276Referred DateCCC Issued DateCancelled DateOwner TYLER, JOEL JOHNOwner Address 47C LYN GROVE PAPAMOA BEACH PAPAMOA 3118Owner Phone (Res)Owner Phone (Bus)Owner Phone 0212691721Designer FYFE, GLENN CHARLESDesigner LBP No 114782Work Type RESIDENTIALGranted DateIntended Use CREATE BEDROOM IN PART LIVING ROOM- REMOVE WALL TO ADD TO/ALTER

LOUNGE/DINING ROOM OF DWELLING

Building Class R1Legal Description FLAT 3 DPS48523Problem? NoDisallow Bookings NoRestricted Building YesRMA Hold StatusNotes Emailed owner to advise that extension time has expired and reminded to book final and

apply for CCC. AF - 28 Jul 2017 11:15am CCC reminder letter sent 22/8/16. AF.

Last Inspected Status Inspection Type Inspector Notes

9/11/2017 7:55am Pass x 305 - Final Residential Building

Gregory Waterhouse

Passed: x 305 - Final Residential Building Addition to dwelling only with fire removed from consent All failed items rechecked and comply.Please email all required documents to [email protected]: Consent notices Complied with.Producer statement provided from builder to show compliance.Passed: Exterior - Non slip surfaces - steps/patiosMain entrance now has non slip.Passed: Exterior - Stair Pitch/Rise/Going & handrailsHandrail now installed.Passed: Exterior - Sub Floor - Vents, Access Fixings, insulationVents installed correctly.

Page 1GoGet OfficePrinted 6 Dec 2018 11:47am

GoGet Job ReportPassed: MiscellaneousDownpipes and soakpit installed . Photos sighted. As built plan still required.Downpipes installed correctly.Passed: Print Final Site Notice for CCC Team.

26/09/2016 8:24am Fail x 305 - Final Residential Building

Brad Donald Failed: x 305 - Final Residential Building Addition to dwelling only with fire removed from consent Smoke alarms installed however appears no direct fix inspection undertaken by council so supporting documentation required so council can do a assessment in order to establish compliance with weathertightnessFAILED INSPECTION ADRESS FAILED ITEMS LISTED THEN REINSPECTION REQUIREDPassed: Site Self-Inductionself safety induction undertakenFailed: Consent notices Complied with.appears no direct fix cladding inspection undertaken by council so photos and producer statement required so council can do weathertight assessment so as to establish compliance with E2 and B2 requirementsPassed: Exterior - Height - cladding & FFL to ground225 minimum achieved to unpaved areasPassed: Exterior - Cladding as specifiedHardies direct fixedPassed: Exterior - Painted & sealed - LRV OKHardiesPassed: Exterior - Flashings/Joinery/Meter Box/PenetrationsAppears compliant with head flashing installedPassed: Exterior - Roof Cladding Fixings & Flashings/vermin protectionappears compliant from groundFailed: Exterior - Non slip surfaces - steps/patiosMain entryway steps and deck required to have slip resistanceFailed: Exterior - Stair Pitch/Rise/Going & handrailsHandrail required to main entryway steps stillFailed: Exterior - Sub Floor - Vents, Access Fixings, insulationventilation required still to sub floorPassed: Interior - Wall finishappears impervious paint finishedPassed: Smoke Alarms - Smoke Alarms - proximity to sleeping areasF7 compliantFailed: Miscellaneous


GoGet Job Report1)Fire not installed so owners statement required to remove fire from consent and asbuilt required showing fire removed2)Downpipes and soakage hole not yet installed as per consent requirements so reinspection required when installed by registered drainlayer

14/08/2015 Pass Pre Stopping Mike Montgomery

Passed: Pre StoppingPrestopAll gib brace fixings to plan.Note- Subfloor ventilation to complete before final.

29/05/2015 1:39pm Pass Preline - Minor works

Ian Watson Passed: Preline - Minor worksAll work to plan and inspectors notes. Instructed builder about maintaining gap under window to sill tray.

29/05/2015 1:38pm Pass Fixing/Framing Ian Watson Passed: Fixing/Framing All straps/fixings now in place.

6/03/2015 2:44pm Fail Fixing/Framing Lex Plato Failed: Fixing/Framing framing inspection for addition As per plan with one change Door beside kitchen Reduced to 1-800 span Lintel Reduced to 140x90 ok for loaded dimension..trusses-purlin -Lintel fixings In compliance.Roof bracing installed.still to complete bottom plate fixings for wall bracing but can be sighted at preline inspection.ok to continue

16/01/2015 Pass Subfloor Mike Montgomery

Passed: SubfloorSubfloor fixings to plan,

16/01/2015 Pass Foundations Mike Montgomery

Passed: FoundationsPile Footings to plan, all to solid sand.


Tauranga City Council91 Willow Street, Tauranga / Private Bag 12022, Tauranga 3143

[email protected]

(07) 577 7000

ES50725Alpha ID: 120817

Application Type: Building Consent with PIM


Project Description: CREATE BEDROOM IN PART LIVING ROOM- REMOVE WALL TO ADD

TO/ALTER LOUNGE/DINING ROOM OF DWELLING

Project Status: Code Compliance Certificate Issued

Please note: attachments have been excluded from Emails/Correspondence and lodged Application Form/s since the

approved versions are incorporated into the issued documents.

Creation Date: 29 January 2019

Table of Contents

Table of Contents Lodged DocumentsNo File(s)

VettingNo File(s)

Development Contributions, RMA, PIMNo File(s)

ProcessingNo File(s)

Building ConsentForm 5: Building Consent 1

Project Early History – Processing and/or InspectionsES50725_Project_History.pdf 2

InspectionsInspection Report 1 - 1st Inspection - Prepour - Wastepipes - Floor Slab - Blockwork ... 13Inspection Report 2 - Final documents 20

CCC DocumentsEnergy works certificate - Electrical_Certificate.pdf 22As built truss design - Truss_Plan.pdf 23Other documents - house.pdf 26As built drainage plan - Drainlayer.pdf 28

Code Compliance CertificateForm 6: Application for Code Compliance Certificate 29Form 7: Code Compliance Certificate 31

EmailsNo File(s)

Building Consent - ES50725Enterprise System Consent Number: 50725


The Building Consent for this project was issued using the Council Enterprise System. Please refer to the CouncilEnterprise System to any documents you may require.

Page 1 of 1

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PROJECT REPORT - ES50725ES Consent Number: 50725


Project DetailsApplication Date: 2014-09-08 00:00:00 BC Granted Date: 2014-10-07 00:00:00 BC Issued Date: 2014-10-31 00:00:00Site Address: 47C LYN GROVE PAPAMOA BEACHValuation Reference: 0690318400C Legal Description: FLAT 3 DPS48523 PDF Last Updated: 2018-08-04 01:06:48Owner: TYLER, JOEL JOHNOwner Phone (Res): Owner Phone (Bus): Owner Mobile Phone: 0212691721Agent: IRIE LTDWork Type: RESIDENTIALIntended Use: CREATE BEDROOM IN PART LIVING ROOM- REMOVE WALL TO ADD TO/ALTER LOUNGE/DINING ROOM OFDWELLING

Notes: CCC reminder letter sent 22/8/16. AF.

Project Inspection ActivitiesInspection Date Status Inspection Type Inspector Notes

9 Nov 2017 08:00:54 Clear [300] - Postline /... Gregory Waterhouse

9 Nov 2017 07:59:44 Pass Gregory Waterhouse .

9 Nov 2017 07:55:16 Pass x 305 - Final Resi... Gregory Waterhouse Addition to dwelling only with fire removed from consent All failed items rechecked and comply. Please email all required documentsto [email protected]

9 Nov 2017 07:54:59 Pass Miscellaneous Gregory Waterhouse Downpipes and soakpit installed . Photos sighted. As built plan still required. Downpipes installed correctly.

9 Nov 2017 07:54:55 Pass Photos Gregory Waterhouse

9 Nov 2017 07:53:13 Pass Exterior - Sub Flo... Gregory Waterhouse Vents installed correctly.

9 Nov 2017 07:52:56 Pass Exterior - Stair P... Gregory Waterhouse Handrail now installed.

9 Nov 2017 07:52:35 Pass Exterior - Non sli... Gregory Waterhouse Main entrance now has non slip.

9 Nov 2017 07:51:47 Pass All PIM requiremen... Gregory Waterhouse

9 Nov 2017 07:51:35 Pass Consent notices Co... Gregory Waterhouse Producer statement provided from builder to show compliance.

9 Nov 2017 07:50:38 Pass Check Documentatio... Gregory Waterhouse

26 Sep 2016 08:29:22 Fail [300] - Postline /... Brad Donald

26 Sep 2016 08:24:59 Fail x 305 - Final Resi... Brad Donald Addition to dwelling only with fire removed from consent Smoke alarms installed however appears no direct fix inspection undertakenby council so supporting documentation required so council can do a assessment in order to establish compliance withweathertightness FAILED INSPECTION ADRESS FAILED ITEMS LISTED THEN REINSPECTION REQUIRED

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26 Sep 2016 08:24:59 Fail Exterior - Stair P... Brad Donald Handrail required to main entryway steps still

26 Sep 2016 08:24:17 Fail Miscellaneous Brad Donald 1)Fire not installed so owners statement required to remove fire from consent and asbuilt required showing fire removed 2)Downpipesand soakage hole not yet installed as per consent requirements so reinspection required when installed by registered drainlayer

26 Sep 2016 08:19:54 N/A Insulation - Insul... Brad Donald

26 Sep 2016 08:19:53 Pass Smoke Alarms - Smo... Brad Donald F7 compliant

26 Sep 2016 08:19:43 N/A Interior - Easy cl... Brad Donald

26 Sep 2016 08:19:43 N/A Interior - Cooker/... Brad Donald

26 Sep 2016 08:19:40 Pass Interior - Wall fi... Brad Donald appears impervious paint finished

26 Sep 2016 08:19:28 N/A Interior - Safety ... Brad Donald

26 Sep 2016 08:19:28 N/A Interior - Ventila... Brad Donald

26 Sep 2016 08:19:28 N/A Interior - Floor f... Brad Donald

26 Sep 2016 08:19:27 N/A Exterior - Swimmin... Brad Donald

26 Sep 2016 08:19:25 Fail Exterior - Sub Flo... Brad Donald ventilation required still to sub floor

26 Sep 2016 08:18:44 Fail Exterior - Non sli... Brad Donald Main entryway steps and deck required to have slip resistance

26 Sep 2016 08:18:05 N/A Exterior - Floor h... Brad Donald

26 Sep 2016 08:18:05 N/A Exterior - Height/... Brad Donald



26 Sep 2016 08:18:04 N/A Exterior - Safety ... Brad Donald

26 Sep 2016 08:18:00 Pass Exterior - Roof Cl... Brad Donald appears compliant from ground

26 Sep 2016 08:17:39 Pass Exterior - Flashin... Brad Donald Appears compliant with head flashing installed

26 Sep 2016 08:17:15 Pass Exterior - Painted... Brad Donald Hardies

26 Sep 2016 08:17:03 Pass Exterior - Claddin... Brad Donald Hardies direct fixed

26 Sep 2016 08:16:41 Pass Exterior - Height ... Brad Donald 225 minimum achieved to unpaved areas

26 Sep 2016 08:16:17 N/A Exterior - No obst... Brad Donald

26 Sep 2016 08:16:08 Fail All PIM requiremen... Brad Donald

26 Sep 2016 08:16:06 Fail Consent notices Co... Brad Donald appears no direct fix cladding inspection undertaken by council so photos and producer statement required so council can doweathertight assessment so as to establish compliance with E2 and B2 requirements

26 Sep 2016 08:12:39 N/A Check Drive way Brad Donald

26 Sep 2016 08:12:38 Pass Check - Check plan... Brad Donald

26 Sep 2016 08:12:32 Pass Site Self-Induction Brad Donald self safety induction undertaken

14 Aug 2015 10:43:36 Clear CLI-1 Standard Ins... Mike Montgomery

14 Aug 2015 10:42:41 Pass Pre Stopping Mike Montgomery Prestop All gib brace fixings to plan. Note- Subfloor ventilation to complete before final.

14 Aug 2015 10:42:39 N/A Fire wall penetrat... Mike Montgomery

14 Aug 2015 10:42:39 N/A First or Second li... Mike Montgomery

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14 Aug 2015 10:42:38 N/A Back blocking/ Dia... Mike Montgomery

14 Aug 2015 10:42:38 N/A Control joints Mike Montgomery

14 Aug 2015 10:42:37 Pass Window seals in pl... Mike Montgomery

14 Aug 2015 10:42:34 Pass Sheet braces conne... Mike Montgomery

14 Aug 2015 10:42:33 Pass Fixing size/type/s... Mike Montgomery

14 Aug 2015 10:42:32 Pass Specialized sheet ... Mike Montgomery

14 Aug 2015 10:42:31 Pass Brace and/or firew... Mike Montgomery

14 Aug 2015 10:42:30 Pass Cladding in place ... Mike Montgomery

29 May 2015 13:40:22 Clear CLI-2B Minor Works... Ian Watson

29 May 2015 13:39:00 Pass Preline - Minor wo... Ian Watson All work to plan and inspectors notes. Instructed builder about maintaining gap under window to sill tray.

29 May 2015 13:38:50 Pass Air seals & lintel... Ian Watson

29 May 2015 13:38:50 Pass Moisture Content Ian Watson

29 May 2015 13:38:49 N/A Water supply Ian Watson

29 May 2015 13:38:49 N/A Vents Ian Watson

29 May 2015 13:38:48 N/A Waste Sizes Ian Watson

29 May 2015 13:38:46 Pass Bracing roof & walls Ian Watson

29 May 2015 13:38:45 Pass Insulation Ian Watson

29 May 2015 13:38:45 Pass Wall & Roofing fra... Ian Watson

29 May 2015 13:38:44 Pass Timber grades Ian Watson

29 May 2015 13:38:38 Clear CLI-1 Standard Ins... Ian Watson

29 May 2015 13:38:10 Pass Fixing-Framing Ian Watson All straps/fixings now in place.

29 May 2015 13:38:07 Pass Holding down provi... Ian Watson

6 Mar 2015 14:52:36 Fail CLI-1 Standard Ins... Lex Plato

6 Mar 2015 14:44:23 Fail Fixing-Framing Lex Plato framing inspection for addition As per plan with one change Door beside kitchen Reduced to 1-800 span Lintel Reduced to 140x90 okfor loaded dimension.. trusses-purlin -Lintel fixings In compliance. Roof bracing installed. still to complete bottom plate fixings for wallbracing but can be sighted at preline inspection. ok to continue

6 Mar 2015 14:44:18 N/A All cuts to treate... Lex Plato

6 Mar 2015 14:44:17 N/A Ply Braces nailed ... Lex Plato

6 Mar 2015 14:44:16 N/A Valley boards adeq... Lex Plato

6 Mar 2015 14:44:15 N/A Support for loaded... Lex Plato

6 Mar 2015 14:44:13 Pass Purlin fixing Lex Plato

6 Mar 2015 14:44:12 Pass Uplift fixings, ha... Lex Plato

6 Mar 2015 14:44:09 Pass Trusses installed ... Lex Plato

6 Mar 2015 14:44:08 Pass Straps for braces/... Lex Plato

6 Mar 2015 14:44:02 Fail Holding down provi... Lex Plato

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6 Mar 2015 14:43:55 Pass Bracing as per plan Lex Plato

6 Mar 2015 14:43:53 N/A DPC in place Lex Plato

6 Mar 2015 14:43:52 N/A Nogs @ 480c/c for ... Lex Plato

6 Mar 2015 14:43:51 N/A Firewall frame fix... Lex Plato

6 Mar 2015 14:43:49 Pass Timber size/treatm... Lex Plato

16 Jan 2015 11:35:52 Clear CLI-1 Standard Ins... Mike Montgomery

16 Jan 2015 11:35:15 Pass Subfloor Mike Montgomery Subfloor fixings to plan,

16 Jan 2015 11:35:14 Pass Perimeter fixing a... Mike Montgomery

16 Jan 2015 11:35:08 N/A Provisions for exc... Mike Montgomery

16 Jan 2015 11:35:05 Pass Sub floor cross fl... Mike Montgomery

16 Jan 2015 11:35:04 Pass Access/ground clea... Mike Montgomery

16 Jan 2015 11:35:01 N/A Underfloor insulat... Mike Montgomery

16 Jan 2015 11:34:58 Pass Soil clearance fro... Mike Montgomery

16 Jan 2015 11:34:56 N/A DPC between timber... Mike Montgomery

16 Jan 2015 11:34:55 N/A Exposed bearers ca... Mike Montgomery

16 Jan 2015 11:34:54 N/A Timber cut ends se... Mike Montgomery

16 Jan 2015 11:34:53 Pass Joist/bearer timbe... Mike Montgomery

16 Jan 2015 11:34:51 Pass Joist to bearer co... Mike Montgomery

16 Jan 2015 11:34:50 Pass S/S connections fo... Mike Montgomery

16 Jan 2015 11:34:49 Pass Bearers seated and... Mike Montgomery

16 Jan 2015 11:34:48 Pass Bearers correct size Mike Montgomery

16 Jan 2015 11:34:48 Pass Pile treatment to ... Mike Montgomery

16 Jan 2015 11:34:47 Pass Anchor/braced pile... Mike Montgomery

16 Jan 2015 11:34:46 Pass Check foundation i... Mike Montgomery

16 Jan 2015 11:34:06 Pass Foundations Mike Montgomery Pile Footings to plan, all to solid sand.

16 Jan 2015 11:34:05 Pass Pile/pole heights ... Mike Montgomery

16 Jan 2015 11:34:04 Pass Timber piles/poles... Mike Montgomery

16 Jan 2015 11:34:03 N/A Steel laps and cover Mike Montgomery

16 Jan 2015 11:34:03 N/A Steel as specified Mike Montgomery

16 Jan 2015 11:34:01 Pass Footing level& dep... Mike Montgomery

16 Jan 2015 11:33:59 N/A Sediment control Mike Montgomery

16 Jan 2015 11:33:59 N/A Impact of site wor... Mike Montgomery

16 Jan 2015 11:33:57 N/A Ground water Mike Montgomery

16 Jan 2015 11:33:56 N/A Fill material and ... Mike Montgomery

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16 Jan 2015 11:33:55 Pass Natural Ground of ... Mike Montgomery

16 Jan 2015 11:33:54 N/A Evidence of hazard... Mike Montgomery

16 Jan 2015 11:33:52 Pass Finished floor level Mike Montgomery

16 Jan 2015 11:33:51 Pass Ground levels and ... Mike Montgomery

Project Processing / Other ActivitiesActivity Date Status Activity Type User Notes

7 Oct 2014 14:52:00 Pass Roof Cladding Garth Carruthers

7 Oct 2014 14:52:00 Pass Profiled Metal/Oth... Garth Carruthers

7 Oct 2014 14:48:23 Pass Underlay support Garth Carruthers RFI: It appears your bearers do not comply with NZS 3604 table 6.4. Please review. The designer has reduced the loaded dimensionby moving the outer piles 200mm towards the centre of the dwelling.

7 Oct 2014 14:48:06 Pass Wall Cladding Garth Carruthers

7 Oct 2014 14:48:05 Pass Stucco Garth Carruthers

7 Oct 2014 14:48:04 Pass Acceptable Solution Garth Carruthers NZS3604 compliant framing and lintels, sufficient wall bracing shown. RFI: The lintel fixings for bifolds to living and dining are notsufficient when calculated using MiTek onsite guide. Please review. The lintel fixings are now type G, which are sufficient. RFI:Please provide detail of bottom plate fixings. Bottom plate to timber floor notes have been added.

6 Oct 2014 08:47:56 Pass Minor building wor... Garth Carruthers

6 Oct 2014 08:47:55 Pass Minor Building Wor... Garth Carruthers

6 Oct 2014 08:47:32 Pass Glazing/joinery st... Garth Carruthers Calculated using ALF v3.2

6 Oct 2014 08:47:28 N/A Wall and roof stru... Garth Carruthers

6 Oct 2014 08:47:28 N/A Existing foundatio... Garth Carruthers

6 Oct 2014 08:47:27 N/A New foundation/sla... Garth Carruthers


6 Oct 2014 08:47:26 Pass Acceptable solution Garth Carruthers H1/AS1



6 Oct 2014 08:46:37 N/A Amendments Garth Carruthers

6 Oct 2014 08:46:36 N/A Compliance Schedul... Garth Carruthers

6 Oct 2014 08:46:35 N/A Contractors Proces... Garth Carruthers







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6 Oct 2014 08:45:48 Pass Garth Carruthers NZS 4223


6 Oct 2014 08:45:45 Pass Garth Carruthers F2/AS1






6 Oct 2014 08:45:05 Pass Garth Carruthers R1.3 to floor, R2.2 to walls, R3.2 to ceilings.



6 Oct 2014 08:44:40 Pass Energy Efficiency Garth Carruthers

6 Oct 2014 08:44:39 Pass Housing and Buildi... Garth Carruthers

6 Oct 2014 08:44:38 N/A Calculation method... Garth Carruthers

6 Oct 2014 08:44:33 N/A Schedule method <3... Garth Carruthers

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6 Oct 2014 08:41:29 Pass Schedule method <3... Garth Carruthers The deck and stairs work is not part of this building consent and an advice notice has been added stating the requirement that theworks to be completed by time of final inspection to comply with NZBC D1


6 Oct 2014 08:36:20 Pass Acceptable Solution Garth Carruthers D1/AS1


6 Oct 2014 08:36:14 N/A Large Buildings >3... Garth Carruthers

6 Oct 2014 08:36:14 N/A Lighting CB & CNR ... Garth Carruthers

6 Oct 2014 08:36:10 Pass Commercial or Mult... Garth Carruthers

6 Oct 2014 08:36:10 Pass Hazardous substanc... Garth Carruthers



6 Oct 2014 08:36:07 N/A Review by our in h... Garth Carruthers

6 Oct 2014 08:36:07 N/A Methods of Constru... Garth Carruthers

6 Oct 2014 08:36:07 N/A Secondary Containm... Garth Carruthers

6 Oct 2014 08:36:05 Pass Class and quantiti... Garth Carruthers

6 Oct 2014 08:36:05 Pass Suitable storage f... Garth Carruthers

6 Oct 2014 08:36:04 N/A Report provided Garth Carruthers

6 Oct 2014 08:36:02 Pass Check if Hazardous... Garth Carruthers

6 Oct 2014 08:35:59 N/A Construction & Dem... Garth Carruthers

6 Oct 2014 08:35:55 Pass Plumbing & Drainage Garth Carruthers
















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6 Oct 2014 08:35:37 N/A Drainage Garth Carruthers


6 Oct 2014 08:35:35 Pass Sanitary Plumbing/... Garth Carruthers









6 Oct 2014 08:35:14 Pass Provision for acci... Garth Carruthers

6 Oct 2014 08:35:13 Pass Septic tank design... Garth Carruthers

6 Oct 2014 08:34:57 Pass Structural support... Garth Carruthers Thermakraft Watergate plus specified.

6 Oct 2014 08:34:36 N/A Impact of drains/w... Garth Carruthers

6 Oct 2014 08:34:34 Pass Vent location in r... Garth Carruthers

6 Oct 2014 08:34:33 N/A Adequate venting Garth Carruthers

6 Oct 2014 08:34:25 Pass Access for mainten... Garth Carruthers As per E2/AS1

6 Oct 2014 08:34:22 N/A FWGs charged and i... Garth Carruthers

6 Oct 2014 08:34:06 Pass Wastes/drain diame... Garth Carruthers Risk matrix score of 2.

6 Oct 2014 08:33:51 Pass AS/NZS 3500.2.2 (S... Garth Carruthers

6 Oct 2014 08:33:50 Pass G13/AS1 Garth Carruthers


6 Oct 2014 08:33:23 Pass Acceptable Solution Garth Carruthers E2/AS1 James Hardie weatherboard direct fixed.




6 Oct 2014 08:33:13 Pass Smoke Detectors Garth Carruthers

6 Oct 2014 08:33:12 N/A G12-AS2 Stated for... Garth Carruthers

6 Oct 2014 08:33:11 N/A Relief Valve & Exp... Garth Carruthers

6 Oct 2014 08:33:11 N/A Controller and Pum... Garth Carruthers

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6 Oct 2014 08:33:10 N/A Tempering Valve & ... Garth Carruthers

6 Oct 2014 08:33:09 N/A Panel Fixing Detail Garth Carruthers

6 Oct 2014 08:33:08 N/A Solar Panel & HWC ... Garth Carruthers

6 Oct 2014 08:33:08 N/A Minimum 50 litre S... Garth Carruthers

6 Oct 2014 08:33:06 N/A Solar Heating Garth Carruthers

6 Oct 2014 08:33:04 N/A HW spec quotes G12... Garth Carruthers

6 Oct 2014 08:33:03 N/A Isolation at each ... Garth Carruthers

6 Oct 2014 08:32:42 Pass Water tanks to ens... Garth Carruthers Self-supporting underlay specified.

6 Oct 2014 08:32:40 Pass Plans show locatio... Garth Carruthers

6 Oct 2014 08:32:40 Pass Protection of pota... Garth Carruthers

6 Oct 2014 08:32:11 Pass Potable water supp... Garth Carruthers 4.5mm Hardiflex, timber fascia.

6 Oct 2014 08:32:08 Pass Equipotenial bondi... Garth Carruthers

6 Oct 2014 08:32:08 Pass Provisions for ide... Garth Carruthers

6 Oct 2014 08:31:59 Pass Water supply syste... Garth Carruthers 15? Pitch.

6 Oct 2014 08:31:58 N/A Alternative Soluti... Garth Carruthers

6 Oct 2014 08:31:56 Pass Acceptable Solutions Garth Carruthers E2/AS1

6 Oct 2014 08:31:53 N/A Solar Water Heating Garth Carruthers

6 Oct 2014 08:31:50 Pass Interior Features ... Garth Carruthers

6 Oct 2014 08:31:49 Pass Internal Moisture Garth Carruthers






6 Oct 2014 08:31:42 N/A Sealing substrates... Garth Carruthers

6 Oct 2014 08:31:42 N/A Check wet area mem... Garth Carruthers

6 Oct 2014 08:31:42 N/A Membrane fit for p... Garth Carruthers

6 Oct 2014 08:31:41 N/A Water splash/accid... Garth Carruthers

6 Oct 2014 08:31:39 Pass R values achieved ... Garth Carruthers


6 Oct 2014 08:31:36 Pass Acceptable Solution Garth Carruthers E1/AS1

6 Oct 2014 08:31:25 Pass Access Garth Carruthers

6 Oct 2014 08:31:24 Pass Access - Single Dw... Garth Carruthers

6 Oct 2014 08:31:24 Pass Garth Carruthers Access provided to subfloor to access water traps.

Page 9 of 11

Page 10 / 32

6 Oct 2014 08:30:44 Pass Vehicle access 1:4... Garth Carruthers

6 Oct 2014 08:30:43 Pass Stairs within desi... Garth Carruthers

6 Oct 2014 08:30:43 Pass Complying handrail Garth Carruthers


6 Oct 2014 08:30:40 Pass Acceptable Solution Garth Carruthers B2/AS1

6 Oct 2014 08:30:35 N/A Fire Garth Carruthers

6 Oct 2014 08:30:33 Fail Wall Cladding Garth Carruthers

6 Oct 2014 08:30:15 Fail Stucco Garth Carruthers

6 Oct 2014 08:30:11 Fail Acceptable Solution Garth Carruthers NZS3604 compliant framing and lintels, sufficient wall bracing shown. RFI: The lintel fixings for bifolds to living and dining are notsufficient when calculated using MiTek onsite guide. Please review. RFI: Please provide detail of bottom plate fixings.

6 Oct 2014 08:22:35 Pass Alternative Solution Garth Carruthers Trusses designed by Placemakers frame and truss Waikato/BOP to B1/VM1. Roof braced with two pairs of strap bracing. H1.2 to trussmembers, purlins fixed with 2/90?3.15mm gun nails.

6 Oct 2014 08:22:22 N/A General (All Cladd... Garth Carruthers

6 Oct 2014 08:22:22 N/A Cavity Details Garth Carruthers

6 Oct 2014 08:22:18 N/A To E2/AS1 9.3 (All... Garth Carruthers

6 Oct 2014 07:53:12 Fail Profiled Metal/Oth... Garth Carruthers

6 Oct 2014 07:53:12 Fail Roof Cladding Garth Carruthers



6 Oct 2014 07:53:06 Pass Flashings appropri... Garth Carruthers

6 Oct 2014 07:52:35 Pass Detail for weather... Garth Carruthers Sisalation foil nominated.

6 Oct 2014 07:52:25 N/A Catchment areas ab... Garth Carruthers

6 Oct 2014 07:52:20 N/A Internal gutter ov... Garth Carruthers

6 Oct 2014 07:52:17 Pass Materials for gutt... Garth Carruthers

6 Oct 2014 07:51:48 N/A No direct discharg... Garth Carruthers

6 Oct 2014 07:51:45 Pass Internal valley/hi... Garth Carruthers

6 Oct 2014 07:51:43 Pass Upper floor discha... Garth Carruthers

6 Oct 2014 07:51:41 N/A Spreaders for high... Garth Carruthers

6 Oct 2014 07:51:32 Pass Anti ponding for m... Garth Carruthers Joists sized to 7.1 according to span, floor loading and in service moisture content.

6 Oct 2014 07:48:04 Fail Underlay support Garth Carruthers RFI: It appears your bearers do not comply with NZS 3604 table 6.4. Please review.

6 Oct 2014 07:47:59 Pass Masonry tile type ... Garth Carruthers

6 Oct 2014 07:47:55 Pass Underlay (E2/AS1 T... Garth Carruthers

6 Oct 2014 07:39:23 Pass Effects of runoff ... Garth Carruthers 125?125mm H5 piles

6 Oct 2014 07:39:16 N/A Compatibility of m... Garth Carruthers

6 Oct 2014 07:39:15 N/A Soffits/verges of ... Garth Carruthers

Page 10 of 11

Page 11 / 32

6 Oct 2014 07:38:21 Pass Fixing type/size a... Garth Carruthers Ordinary piles - 400?400?300mm Anchor piles - 400?400?900mm

6 Oct 2014 07:37:25 Pass Specification curr... Garth Carruthers Anchor piles detailed to corners of extension.

6 Oct 2014 07:37:14 Pass Pitch OK for speci... Garth Carruthers Sub floor bracing calculations demonstate compliance with NZS 3604.


6 Oct 2014 07:36:15 Pass Acceptable Solution Garth Carruthers NZS 3604 NZS 3604 nominated.

6 Oct 2014 07:36:02 N/A Membrane Roof/Deck Garth Carruthers




6 Oct 2014 07:25:45 N/A Durability Garth Carruthers

6 Oct 2014 07:25:44 N/A Timber Floors/Decks Garth Carruthers

6 Oct 2014 07:25:44 N/A Framing Garth Carruthers


6 Oct 2014 07:25:40 Pass Garth Carruthers Ground conditions "good ground" as per NZS 3604


6 Oct 2014 07:24:56 Pass Garth Carruthers Design 2


6 Oct 2014 07:24:50 Pass Garth Carruthers R1

4 Oct 2014 14:53:04 Pass PIM Garth Carruthers

4 Oct 2014 14:53:04 Pass Services Garth Carruthers Reticulated water & waste water On site stormwater disposal required

4 Oct 2014 14:53:04 Pass Development Engine... Garth Carruthers

4 Oct 2014 14:52:38 Pass Ground conditions Garth Carruthers Ground NZS 3604 compliant

4 Oct 2014 14:52:32 N/A Consent Notices Garth Carruthers

4 Oct 2014 14:52:29 N/A Legal Issues Garth Carruthers

4 Oct 2014 14:52:28 N/A Planning Garth Carruthers

Page 11 of 11

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www.tauranga.govt.nzTauranga City Council, 91 Willow Street, Tauranga / Private Bag 12022, Tauranga 3143Tel: 07 577 7000 Fax: 07 577 7193 Email: [email protected]

13 March 2018

TYLER, JOEL JOHN


Dear Sir or Madam,




Project Description: CREATE BEDROOM IN PART LIVING ROOM- REMOVE WALLTO ADD TO/ALTER LOUNGE/DINING ROOM OF DWELLING

IR Number: 1

Inspection Results:

1ST INSPECTION - 13 Mar 2018 @ 14:00 by Greg Waterhouse


PREPOUR - 13 Mar 2018 @ 14:00 by Greg Waterhouse


WASTEPIPES (UNDERSLAB) - 13 Mar 2018 @ 14:00 by Greg Waterhouse


FLOOR SLAB - 13 Mar 2018 @ 14:00 by Greg Waterhouse

Page 13 / 32


BLOCKWORK - 13 Mar 2018 @ 14:00 by Greg Waterhouse


EXTERNAL TANKING - 13 Mar 2018 @ 14:00 by Greg Waterhouse


SUBFLOOR - FRAMING - 13 Mar 2018 @ 14:00 by Greg Waterhouse


FRAMING / PRE-WRAP - 13 Mar 2018 @ 14:00 by Greg Waterhouse


CONCRETE / TILT PANEL / STEEL FRAME - 13 Mar 2018 @ 14:00 by GregWaterhouse


13 Mar 2018 Page 2 of 7

Page 14 / 32

POST WRAP - 13 Mar 2018 @ 14:00 by Greg Waterhouse


DECK / ROOF MEMBRANE - 13 Mar 2018 @ 14:00 by Greg Waterhouse


PRE-PLASTER - 13 Mar 2018 @ 14:00 by Greg Waterhouse


HALF HIGH BRICK - 13 Mar 2018 @ 14:00 by Greg Waterhouse


PRELINE PLUMBING - 13 Mar 2018 @ 14:00 by Greg Waterhouse


PRELINE BUILDING - 13 Mar 2018 @ 14:00 by Greg Waterhouse


13 Mar 2018 Page 3 of 7

Page 15 / 32

POST LINE - 13 Mar 2018 @ 14:00 by Greg Waterhouse


INTERNAL MEMBRANE - 13 Mar 2018 @ 14:00 by Greg Waterhouse


DRAINAGE - 13 Mar 2018 @ 14:00 by Greg Waterhouse


SOLID FUEL HEATERS - 13 Mar 2018 @ 14:00 by Greg Waterhouse


SOLAR WATER HEATER - 13 Mar 2018 @ 14:00 by Greg Waterhouse


RETAINING WALL - 13 Mar 2018 @ 14:00 by Greg Waterhouse

13 Mar 2018 Page 4 of 7

Page 16 / 32


P+D FINAL - 13 Mar 2018 @ 14:00 by Greg Waterhouse


BUILDING FINAL - 13 Mar 2018 @ 14:00 by Greg Waterhouse


FINAL DOCUMENTS - 13 Mar 2018 @ 14:00 by Greg Waterhouse

Inspection Outcome: FAIL - The following aspects of this inspection have resulted in aFail result -- see the item(s) below:

E1 - Surface Water: Stormwater Drainage As-built Plans are not yet provided.

Licensed builders Memorandum required for installation of roof cladding.

Truss as built plan required.

These may be viewed at time of next inspection.

Site Communication: Please upload required documents into Alpha portal.

Your next inspection will be: Final Documents

Please plan your project ahead of time and book inspections as early as possible.we may need 3 - 5 days.

13 Mar 2018 Page 5 of 7

Page 17 / 32

HistoryInspection Name Summary1st Inspection PASS

Prepour NOT APPLICABLE

Wastepipes (Underslab) NOT APPLICABLE

Floor Slab NOT APPLICABLE

Blockwork NOT APPLICABLE

External Tanking NOT APPLICABLE

Subfloor - Framing PASS

Framing / Pre-wrap PASS

Concrete / Tilt Panel / Steel Frame NOT APPLICABLE

Post Wrap PASS

Deck / Roof Membrane NOT APPLICABLE

Pre-Plaster NOT APPLICABLE

Half high Brick NOT APPLICABLE

Preline Plumbing NOT APPLICABLE

Preline Building PASS

Post Line PASS

Internal Membrane NOT APPLICABLE

Drainage PASS

Solid Fuel Heaters NOT APPLICABLE

Solar Water Heater NOT APPLICABLE

Retaining Wall NOT APPLICABLE

P+D Final PASS

Building Final PASS

Final Documents FAIL - 27 Oct 2017

If you'd like to email us about this inspection report, please address it [email protected].

Please Note:

This job may have been migrated into AlphaOne from our previous system, therefore thisInspection Report may not be a true reflection of the project to date.

Your inspections are now being completed in our online consenting system. You canupload Code Compliance documentation at any time via the Customer Portal here:https://buildingconsents.tauranga.govt.nz/

Once online, if you are unable to access your consent details, please contact the CCCTeam on 577-7000 to arrange access.

13 Mar 2018 Page 6 of 7

Page 18 / 32

Please do not email your Code Compliance documentation to [email protected] asit will no longer be accepted. Thank you.

Yours Sincerely,

Greg Waterhouse

Building Inspector


13 Mar 2018 Page 7 of 7

Page 19 / 32

www.tauranga.govt.nz91 Willow Street, Tauranga / Private Bag 12022, Tauranga 3143Tel.: (07) 577 7000 Fax: (07) 577 7193 Email: [email protected]

04 December 2018

TYLER, JOEL JOHN


Dear Sir or Madam,




Project Description: CREATE BEDROOM IN PART LIVING ROOM- REMOVE WALL TO ADD TO/ALTER


IR Number: 2

Inspection Results:

FINAL DOCUMENTS - 04 Dec 2018 @ 13:00 by Leon Hume

Inspection Outcome: PASS - The BCA is satisfied, on reasonable grounds, that the aspects of building

work pertaining to this inspection demonstrate compliance with the building consent.

Inspection Summary: Documentation assessment passed OK to Issue CCC on review of Fees

Your next inspection will be: No further inspection required

History

Inspection Name Summary

1st inspection PASS - 13 Mar 2018

Prepour NOT APPLICABLE - 13 Mar 2018

Wastepipes (underslab) NOT APPLICABLE - 13 Mar 2018

Floor slab NOT APPLICABLE - 13 Mar 2018

Blockwork NOT APPLICABLE - 13 Mar 2018

External tanking NOT APPLICABLE - 13 Mar 2018

Sub-floor framing PASS - 13 Mar 2018

Framing / Pre-wrap PASS - 13 Mar 2018

Concrete / Tilt panel / Steel frame NOT APPLICABLE - 13 Mar 2018

Post wrap PASS - 13 Mar 2018

Deck / Roof membrane NOT APPLICABLE - 13 Mar 2018

Pre-plaster NOT APPLICABLE - 13 Mar 2018

Half high brick NOT APPLICABLE - 13 Mar 2018

Page 20 / 32

Preline plumbing NOT APPLICABLE - 13 Mar 2018

Preline building PASS - 13 Mar 2018

Post line PASS - 13 Mar 2018

Internal membrane NOT APPLICABLE - 13 Mar 2018

Drainage PASS - 13 Mar 2018

Solid fuel heaters NOT APPLICABLE - 13 Mar 2018

Solar water heater NOT APPLICABLE - 13 Mar 2018

Retaining wall NOT APPLICABLE - 13 Mar 2018

P+D final PASS - 13 Mar 2018

Building final PASS - 13 Mar 2018

Final documents PASS - 04 Dec 2018

If you'd like to email us about this inspection report, please address it to [email protected].

Please Note:

This job may have been migrated into AlphaOne from our previous system, therefore this Inspection Report

may not be a true reflection of the project to date.

Your inspections are now being completed in our online consenting system. You can upload Code

Compliance documentation at any time via the Customer Portal here:

https://buildingconsents.tauranga.govt.nz/

Once online, if you are unable to access your consent details, please contact the CCC Team on 577-7000 to

arrange access.

Please do not email your Code Compliance documentation to [email protected] as it will no longer be

accepted. Thank you.

Yours Sincerely,

Leon Hume

Inspector


- ES50725 Printed: 04 December 2018 Page 2 of 2

Page 21 / 32

Page 22 / 32

Page 23 / 32

Page 24 / 32

Page 25 / 32


Tauranga council




Yours sincerely


47c Lyn grove

Papamoa Becah

Papamoa 3118

0212691721

Page 26 / 32


Tauranga council




Yours sincerely


47c Lyn grove

Papamoa Becah

Papamoa 3118

0212691721

Page 27 / 32

Page 28 / 32

CCC Application: 08973286GP


Date Submitted: Thursday, 26 October 2017

Application Type Code Compliance Certificate


Application DetailsReference Key: 08973286GP

Name: Jolene Tyler

Application Role: Owner

Pre-application Reference No: N/A

The OwnerOwner's Name: TYLER, JOEL JOHN

Contact Person: N/A

Mailing Address: 47C LYN GROVE PAPAMOA BEACH PAPAMOA 3118

3118

Street Address: 47C LYN GROVE PAPAMOA BEACH PAPAMOA 3118



The AgentAgent's Name: IRIE LTD

Contact Person: N/A

Mailing Address: C/O GLENN FYFE 22A CARYSFORT STREET MOUNT

MAUNGANUI

3116 3116

Street Address: C/O GLENN FYFE 22A CARYSFORT STREET MOUNT

MAUNGANUI

3116



ApplicationBy typing your name in the box below you are giving your authority for the application to proceed to processing and accept


Page 29 / 32

the associated charges. You will be treated as first point of contact for all correspondence that relates to this application

and building work.

I request that you issue a Code Compliance Certificate for the building work described in this application.

Signature of Owner on behalf of and with the authority of the owner:

JOLENE TYLER

26 Oct 2017

Site Personnel / Other ContactsNo Site Personnel / Other Contacts have been provided.

AttachmentsRestricted Building Work Memorandums / Owner-Builder Declaration

1. Record_of_building_work.pdf (3.59M)

Energy Works Certificate

1. Electrical_Certificate.pdf (1.21M)

As Built Truss Design

1. Truss_Plan.pdf (2.63M)

Other Documents

1. house.pdf (113.55K)

Comments / Other Information:This is a legacy project imported from Council Enterprise system.

CCC reminder letter sent 22/8/16. AF.

All building work to be carried out under the above building consent was completed on:

26 October 2017


Page 30 / 32

www.tauranga.govt.nz91 Willow Street, Tauranga / Private Bag 12022, Tauranga 3143Tel.: (07) 577 7000 Fax: (07) 577 7193 Email: [email protected]

Form 7Code compliance certificateSection 95, Building Act 2004

The building

Street address of building: 47C LYN GROVE PAPAMOA BEACH


Building name: N/A

Location of building within site/block number: 47C LYN GROVE PAPAMOA BEACH Tauranga

Level/unit number: N/A

Current, lawfully established, use: 2.0 Housing: 2.0.2 Detached Dwelling

Year first constructed: 1987

The owner

Name of owner: TYLER, JOEL JOHN

Customer number: 357269

Contact person: TYLER, JOEL JOHN

Mailing address: 47C LYN GROVE PAPAMOA BEACH PAPAMOA

3118

Street address/registered office: 47C LYN GROVE PAPAMOA BEACH PAPAMOA

3118

Phone number: Landline: N/A Mobile: 0212691721

Daytime: Landline: N/A Mobile: 0212691721

After hours: Landline: N/A Mobile: 0212691721

Facsimile number: N/A

Email address: N/A

First point of contact for communications with the council/building consent authority:

IRIE LTD; Mailing Address: C/O GLENN FYFE 22A CARYSFORT STREET MOUNT MAUNGANUI 3116

3116; Email: [email protected]

Building work

Building consent number: ES50725

Description: CREATE BEDROOM IN PART LIVING ROOM-

REMOVE WALL TO ADD TO/ALTER


Issued by: Tauranga City Council

Code compliance

The building consent authority named below is satisfied, on reasonable grounds, that -

• the building work complies with the building consent.

Page 31 / 32

No Compliance Schedule

Signature: Lex Plato

Position: Inspector


Date: 04 December 2018

Form 7 - ES50725 Printed: 04 December 2018 Page 2 of 2

Page 32 / 32

10 November 2020

Che James Bordeaux Saunders Macgregor Ngapo47D LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam

Proposed Plan Changes to the operative Tauranga City Plan

Tauranga City Council is currently progressing the following plan changes to the operative Tauranga City Plan (City Plan):

Proposed Plan Change 26 (Housing choice) This plan change proposes changes to the City Plan to make it easier for people to build a variety of more compact types of homes, like duplexes, terraced houses, townhouses and apartments, to better suit their needs.

Proposed Plan Change 27 (Flooding from intense rainfall events)This plan change introduces a new rule framework to manage the effects of flooding in intense rainfall events on people, properties and infrastructure.

Proposed Plan Change 30 (Earthworks) This plan change proposes to clarify wording of existing provisions to ensure that earthworks are undertaken in a safe manner, avoiding negative effects on the environment.

As the owner of the property at 47D LYN GROVE, you have been identified as likely to have an interest in the changes proposed for the following reasons.

Through proposed Plan Change 27, mapping has been updated and will supersede existing flood hazard mapping that Tauranga City Council holds. Your property has been identified through the flooding from intense rainfall plan change as being in a potentially floodable area (such as overland flowpaths, floodplains or flood prone areas) and may be subject to additional rules for any future works on the site. Proposed Plan Change 27 will have legal effect from Monday 16 November 2020. This means that all applications, where required, should have regard to the proposed objectives, policies and rules from the date of public notification.

In addition, we’re proposing city-wide changes through Plan Change 30 (Earthworks) to improve existing rules for the control of earthworks at all stages of development (subdivision and post-subdivision), and sediment and erosion control.

Where to find more information

To help you understand the proposed plan changes and how they affect your property, the following information is available at www.tauranga.govt.nz/planchanges, at council’s customer service centre and your local library:

- public notice as published in the Weekend Sun on Friday 30 October 2020 and Bay of Plenty Times Saturday 31 October 2020;

- annotated text showing the proposed changes to the City Plan and section 32 evaluation reports explaining the reasons for the proposed changes;

- online map viewer showing the location and extent of the plan change areas, including the City Plan zoning and flooding on your property;

- submission form to make a submission.

If you rent or lease your property, please ensure you notify your tenant or lessee about the contents of this letter.

These proposed plan changes have been initiated under the provisions of Schedule 1 of the Resource Management Act 1991.

Community open days

If you wish to discuss the proposed plan changes, please join us at one of the community open days listed below.

If you have specific questions about how your property is affected by proposed plan change 27 (Flooding from intense rainfall), we recommend booking a private appointment with our team at one of the community sessions listed below. Book online at www.tauranga.govt.nz/planchanges or call (07) 577 7000.

Date Time LocationMonday, 23 November 3pm to 6pm Greerton Library, 139 Greerton RoadTuesday, 24 November 3pm to 6pm Arataki Community Centre, Zambuk

WayWednesday, 25 November 3pm to 6pm Otumoetai Golf Course, 25 Bureta

RoadThursday, 26 November 3pm to 6pm Council offices, 91 Willow StreetFriday, 27 November 3pm to 6pm Bethlehem Hall, 239A State Highway 2 Saturday, 28 November 9am to 12.00pm Tauriko Hall, 776 State Highway 29Monday, 30 November 3pm to 6pm Papamoa Community Centre, 15

Gravatt RoadTuesday, 1 December 3pm to 6pm Mount Rugby Club, 49 Miro StreetThursday, 3 December 3pm to 6pm St Stephens Church, 15 Brookfield

TerraceFriday, 4 December 3pm to 6pm Welcome Bay Community Centre, 242

Welcome Bay Road

http://www.tauranga.govt.nz/planchanges


Making a submission

Submissions on proposed plan change 26, 27 or 30 must be lodged in writing and either submitted online at www.tauranga.govt.nz/planchanges, emailed to [email protected] or posted to:

Manager: City and Infrastructure Planning Tauranga City CouncilFreepost Authority Number 370Private Bag 12022Tauranga 3143

Submissions are open until 5pm, Friday, 18 December 2020

The submission should be in the format of Form 5 of the Resource Management (Forms, Fees and Procedure) Regulations 2003 and must be dated and signed by you and include the following information:

(a) Your name, address, telephone and email address.(b) The plan change number and details of the provisions to which the submission is

being made.(c) Whether you support or oppose the plan change provisions, in whole or in part.(d) Reasons for your support or opposition.(e) The decision you wish Tauranga City Council to make.(f) Whether you wish to be heard in support of your submission.(g) Whether or not you could gain advantage in trade competition through your

submission.

For further information regarding the details of the amendments introduced by the proposed plan changes contact us on (07) 577 7000 or email [email protected].

Yours sincerely

Janine SpeedyTeam Leader: City Planning


mailto:[email protected]


10 November 2020

Vince Anton Kiwi47B LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam






As the owner of the property at 47B LYN GROVE, you have been identified as likely to have an interest in the changes proposed for the following reasons.











Community open days








Welcome Bay Road



Making a submission







submission.


Yours sincerely





10 November 2020

Alexandra Louise Wilson47A LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear Sir/Madam






As the owner of the property at 47A LYN GROVE, you have been identified as likely to have an interest in the changes proposed for the following reasons.











Community open days








Welcome Bay Road



Making a submission







submission.


Yours sincerely





Payment options Pay your water rates the easy way.

Phone 07 577 7000 to set up a direct debit.

Want your invoices emailed to you?Go to www.tauranga.govt.nz/einvoice to set it up.

Location 47B LYN GROVE

Valuation Reference 06903 184 00 B

Invoice Number 20210012556373

Name KIWI, VINCE ANTON

Total Due $239.68cr

A 1.3% surcharge applies to Credit card payments on-line. Go to www.tauranga.govt.nz/creditcard or alternatively pay direct to our bank: 06-0433-0213474-00 using reference WATER 06903 184 00 B

Due Date 04 Mar 2021

A

C20210012 C120000556373 C060244A C556373 C244 B0000-23968B

Tax Invoice / Credit Note G.S.T. No. 51-938-283

Tauranga City Council91 Willow Street, Private Bag 12022, Tauranga 3143Ph: 07 577 7000 Fax: 07 577 7193 Email: [email protected]

Valuation Reference 06903 184 00 BInvoice Number 20210012556373

Location 47B LYN GROVE

Date 05 Feb 2021

Customer Number 221212

KIWI, VINCE ANTON47B LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Legal Description FLAT 2 DPS 67094 1/4 SH LOT 184 DPS 41262

Consumption informationFrom 1 July 2020 the charge per cubic metre of water is $1.93913043 (excluding GST) Your invoice

Reason for Reading: NORMAL READING

Meter No. Previous date

Previous reading Current date Current

readingMetric Usage (m3)

TotalConsumption Opening balance as at 1 July 2020 $127.58

Your water charges since 1 July 2020 $1685.4701M100892 22 Oct 2020 04748 29 Jan 2021 4761 13 $25.21

What you’ve paid since 1 July 2020 $560.00cr

Base charge information Penalties incurred since 1 July 2020 $0.00

Meter No. Annual charge Daily rate Total Excl.

RemissionRemission

AmountTotal Base

Charge (Excl GST)

Adjustments this year $1,530.67cr

Balance carried forward $277.62cr $277.62cr01M100892 $28.70 $0.0786 $7.78 $7.78

Consumption and base charge for current period $37.94

Total Consumption & Base Charge $32.99 Reading fee for current read $0.00

GST $4.95

Total including GST $37.94

Total now due by 04 Mar 2021Current water by meter invoice includes GST of $4.95

$239.68cr

The last date for payment of this water-by- meter invoice is 04 Mar 2021.

A penalty of 10% may be applied to any unpaid balance of this invoice.

http://www.tauranga.govt.nz/einvoice

http://www.tauranga.govt.nz/creditcard


19 July 2021

Che James Bordeaux Saunders Macgregor Ngapo47D LYN GROVEPAPAMOA BEACHPAPAMOA 3118

Dear ratepayer

Garden waste collection service for 47D LYN GROVE

This letter is to confirm that the above property address has signed up for a 4-weekly garden waste collection service. The cost of this service ($60 per year for the 4-weekly collections or $95 per year for the fortnightly collections) will be charged in your 2021/2022 rates invoice and will pay for the service from 1 July 2021 to 30 June 2022. Please advise any other owners or interested parties or contact us if you did not sign up for this service.

Your garden waste bin (if you haven’t already received it) will be delivered within 4 weeks from when you signed up. You’ll also receive an information brochure that includes a collection calendar. Please check the calendar for your garden waste collection dates. The brochure will also list what items are accepted in your garden waste bin.

Currently, 16% of household waste sent to landfill is garden waste. Our new service collects garden waste from your kerbside (unless advised otherwise) and gives it a second, more useful life as compost instead. Together, we can reduce the amount of household waste we send to landfill.

See more about the new kerbside collections at www.tauranga.govt.nz/kerbsidecollections

Ngā mihi,Sustainability and Waste TeamTauranga City Council

http://www.tauranga.govt.nz/kerbsidecollections








































1

From: Kelly ConnellySent: Friday, 27 October 2017 4:09 pmTo: '[email protected]'Subject: CCC application for BC50725

Good afternoon, Thanks for submitting your CCC application, unfortunately you have completed this online in Alpha and it needed to be submitted via email as the final inspection has been completed in our old system. I have now downloaded each of the documents that were uploaded and saved them to the building consent file. The below documents are still required:

1) Drainage as built plan 2) Insulation producer statement to confirm the R value of the installed batts 3) Truss as built plan 4) LBP memorandum from the roofer 5) The paper copy of Form 6 CCC application form needs to completed and submitted 6) Please include in your letter your understanding of the requirement for a new building consent should you

wish to install a fire place in the future. Please can you have this letter signed also. 7) A final inspection is still required and has not been booked. Please book this ASAP as your CCC extension

runs out at the start of January. Phone 577 7334 to book this in. Please email all remaining documentation to [email protected] and disregard the automatic reply. Many thanks,

Kelly Connelly | Building Administrator Tauranga City Council | 07 577 7000 | [email protected] |www.tauranga.govt.nz

1

From: Andie FletcherSent: Friday, 28 October 2016 11:54 amTo: 'joel tyler'Subject: RE: Extension of Time to Apply for CCC - BC50725 - 47C Lyn Grove

Hi Jo, Thanks for your payment. I confirm that I have extended the time to apply for CCC to 31/5/2017. Kind Regards,

Andie Fletcher | Senior Code Compliance Auditor Tauranga City Council | 07 577 7000 - MOB 027 5044698 | [email protected] | www.tauranga.govt.nz

From: joel tyler [mailto:[email protected]] Sent: Wednesday, 26 October 2016 12:36 p.m. To: Andie Fletcher <[email protected]> Subject: Re: Extension of Time to Apply for CCC ‐ BC50725 ‐ 47C Lyn Grove Heya Andie. I have just paired the ccc fee. Sorry it took so long. Jo Tyler Sent from my iPad On 20/10/2016, at 9:53 AM, Andie Fletcher <[email protected]> wrote:

Good Morning, The fee to extend the time to apply for your CCC has not yet been paid. Please make payment asap and advise when complete so I can activate your extension. Failure to do so may result in your CCC being refused as the two‐year completion period has already expired. Kind Regards,


<image001.gif> <image002.gif> <image003.gif> The contents of this e-mail and any attachments is confidential and may be privileged and/or subject to copyright. Unauthorised use, distribution or copying of the contents is expressly prohibited. If you are not the intended recipient, notify the sender immediately, delete the email and attachments and all copies from your system, and do not use, read, distribute, disclose or copy its contents. Violation of this notice may be unlawful. Views expressed in this e-mail and attachments are those of the author, and not necessarily those of Tauranga City Council. Tauranga City Council does not accept liability for any loss, damage or consequence arising from this email and/or attachments containing any virus, defect, data corruption or transmission error.

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From: Andie FletcherSent: Friday, 28 July 2017 11:17 amTo: '[email protected]'Subject: FW: Extension of Time to Apply for CCC - BC50725 - 47C Lyn Grove

Hello Jo – I note that your extension time has expired. Please advise when you will be calling for your final inspection and applying for the CCC? Failure to respond to this email may cause your CCC to be refused. Thank you.

Andie Fletcher | Supervisor Code Compliance Tauranga City Council | 07 577 7000 - MOB 027 5044698 | [email protected] | www.tauranga.govt.nz

As you know from 31 March we launched our new Building Consents Online system, please go to:

https://buildingconsents.tauranga.govt.nz/ to register and obtain a usename and password.

From: Andie Fletcher Sent: Friday, 28 October 2016 11:54 a.m. To: 'joel tyler' <[email protected]> Subject: RE: Extension of Time to Apply for CCC ‐ BC50725 ‐ 47C Lyn Grove Hi Jo, Thanks for your payment. I confirm that I have extended the time to apply for CCC to 31/5/2017. Kind Regards,


From: joel tyler [mailto:[email protected]] Sent: Wednesday, 26 October 2016 12:36 p.m. To: Andie Fletcher <[email protected]> Subject: Re: Extension of Time to Apply for CCC ‐ BC50725 ‐ 47C Lyn Grove Heya Andie. I have just paired the ccc fee. Sorry it took so long.

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Jo Tyler Sent from my iPad On 20/10/2016, at 9:53 AM, Andie Fletcher <[email protected]> wrote:

Good Morning, The fee to extend the time to apply for your CCC has not yet been paid. Please make payment asap and advise when complete so I can activate your extension. Failure to do so may result in your CCC being refused as the two‐year completion period has already expired. Kind Regards,


<image001.gif> <image002.gif> <image003.gif> The contents of this e-mail and any attachments is confidential and may be privileged and/or subject to copyright. Unauthorised use, distribution or copying of the contents is expressly prohibited. If you are not the intended recipient, notify the sender immediately, delete the email and attachments and all copies from your system, and do not use, read, distribute, disclose or copy its contents. Violation of this notice may be unlawful. Views expressed in this e-mail and attachments are those of the author, and not necessarily those of Tauranga City Council. Tauranga City Council does not accept liability for any loss, damage or consequence arising from this email and/or attachments containing any virus, defect, data corruption or transmission error.

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