wai kato - bain and bain€¦ · wai kato district council code compliance certificate section...

Wai kato

DISTRICT COUNCIL

CODE COMPLIANCE CERTIFICATE Section 94(l) Building Act 2004

ISSUED BY THE WAIKATO DISTRICT COUNCIL fl BUILDING CONSENT NUMBER BLD0934112 .,,

THE OWNER THE CONTACT

P Wiren, I A Wiren Versatile Buildings (Frankton)

10 Genevieve Way P0 Box 5398

RD 9 Frankton

Hamilton 3289 Hamilton 3242

Phone numbers: Phone numbers:

Landline: 078298652 Daytime: (07)846-6055

Mobile: 0272329149 Mobile: (0274)323 685

Facsimile number: (07)846-2002

Email address: [email protected]

THE BUILDING

Street address of building: 10 Genevieve Way WHATAWHATA

Legal description of land where building is located: LOT 12 DPS 79021

Valuation Number: 06371/104.12 Property Number: 2003613

THE PROJECT

Garage\Workshop

Code Compliance

The building consent authority named below is satisfied, on reasonable grounds, that -

(a) the building work complies with the building consent

Signed for and on behal/

Oppers

il:

Signature:

Name: Position: Building Inspector On behalf of: Waikato District Council Date: lOjuly 2012

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B20 - BIdFInCC - version 2. May II

O

BUILDING CONSNTNO: BLD0934112 Section 51, Building Act 2004

ISSUED BY: WAIKATO DISTRICT COUNCIL

THE OWNER THE CONTACT

P Wiren, I A Wiren Versatile Buildings (Frankton)

10 Genevieve Way P0 Box 5398

RD 9 Frankton

Hamilton 3289 Hamilton 3242

Phone numbers: Phone numbers:

Landline: 07 829 8652 Daytime: (07)846-6055

Mobile: 027 232 9149 Mobile: (0274)323 685

Facsimile number: (07)846-2002

Email address: [email protected]

THE BUILDING

Street address of building: 10 Genevieve Way WHATAWHATA

Legal description of land where building is located: LOT 12 DPS 79021

Valuation Number: 06371/104.12 Property Number: 2003613

BUILDING WORK THE PROJECT

Garage\Workshop Garage $14355.00

Specified Intended Life, not less than 50 years

Total Est. Value of Projects $14355.00

The following building work is authorised by this building consent:

This building consent is issued under Section 5 I of the Building Act 2004. This building consent does not relieve the owner of the 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 subject to the following conditions specified in the attached pages headed "Conditions of Building Consent BLD0934/ I 2".

Page I of 3 BI0—BIdCertI2—version 6—Feb 12

Waikato District Council Conditions of Building Consent No: BLD0934/ 12

The Building Consent is issued subject to the following conditions: Inspections:

At least 48 hours' notice is required prior to any of the following mandatory

inspections:

'Siting, foundation and Pre-floor building (prior to pouring concrete)

'Final inspection (Code Compliance Certificate) to be called for (the owner or builder shall be on site at time of inspection)

Owner/builder to locate boundary pegs prior to council carrying Out a foundation/siting inspection.

When booking your inspections please ring (07) 824 8633 and quote your building

consent number.

Code Compliance Certificate will be issued after your final inspection has been

carried out and all documentation has been received and approved.

Compliance Scheduk: A compliance schedule / compliance schedule amendment is not required for the building.

Building Consent Advisory Notes:

Page 2 of 3 BlO - BldCertI2 —version 6— Feb 12

2 Owner/Builder MUST locate boundary pegs prior to Council carrying out a

foundation inspection.

3 Lapse of building consent. A building consent lapses and is of no effect if the building

work to which it relates does not commence within:

12 months after the date of issue of the building consent

Any further period that the building consent authority may allow If reasonable progress on the building work has not been made within 12 calendar months after work has commenced.

The Council can exercise its discretion in either case.

4 All drainage and plumbing shall comply with the New Zealand Building Code 1992.

5 Stormwater shall be disposed of in an approved manner.

6 All roof trusses shall be designed and fabricated by a certified manufacturer.

7 All timber treatment shall comply with NZS 3602:2003.

Sign

Trish Simon REGULATORY SUPPORT OFFICER

On Behalf of: Waikato District Council

Date: 07 May 2012

Page 3 of 3

BIO—BIdCertI2—versaon 6—Feb 12

()

4J

Waikato Building Consent/PIM Tracking Worksheet

DISTRICT COLJI'ICIL

Owner Valuation Roll Number

_______

Building Consent/PIM Number

Project Location

ThC-

u of Worl4

1St Working Day Date to CPU Is a PIM required? YES

Officer Initial review date Date consent completed Signature

Planning

Engineering

Health

Building

Compliance Officer

BUILDING CONSENT IS MrPROVED/iUSED (indicate which)

not comply c NZBC,r'ievant ndicate which)

Signature: ------- ----- Date: -- (Building Review Office

PLANNING

Section 37 required? Yes If No

Section 75 required? Yes If No

ENGINEERING

Section 71 required? Yes / No

BUILDING , CEFFIER

f5/ , (

HEALTH

I (JOMMENTS FOR REGULATORY SUPPORT OFFICER I

section 71 or 75

b2007

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09/I —verSion 8

Sections 71175 tracking

REGULATORY SUPPORT ACTION

s.71 Date Initials s.75 Date Initials.

Current CT(s). obtained Lj L Letter to applicant El Letter and fee returned from applicant III LII Suspend file

File tracking update LI LI File to legal department U LI

Reason(s) for s.7 I I s.75 Name Date

Erosion (s.71) El Falling debris (s.71)

Subsidence (s.71)

Inundation (s.71)

Slippage (s.71) LI Building over more than one lot (s.75)

Other (please state) (s.7 I) U

LEGAL DEPARTMENT ACTION

S.7 I Date S.75 Date

Consent can be issued Certificate signed by owner

Completed Consent can be issued

Returned to Regulatory Support Returned to Regulatory Support

I

Ti

b2007 Page 2 of 2 09111 - version 8

Inspections Required Number -

Siting, foundation and repile

Bond beam, beam, colum,IE

Pre-floor - building-.&1umbing---'-

Structural framing (pre-wrap)

Exterior cladding systems

Pre-line - building & plumbing

Post.line = buiIdin

Sanitary sewer and stormwater

Swim r.ing pool fencing

CCC - Building General CCC - Commercial

CCC - P & D (md Commeroal)

Other

Total b2004 Page I oil Till I - Yefalon F

TME 7 BUILOIN [If item is not applicable put Win the space]

Steetadr'ess of building' ...... 10 ., . .... ..

Lega description of land where building is located: Lot(s) ........12 .......

. DP/S.....

• Building name

Location of building within site/block number: [Include nearest streetaccess] ....... ... . T....................... ... ..........

1.

Number of levels: Above& below ground] ...............................Level/Unit Number: . .. ........

Floor area: ... ............................. (sq m) [Indicate area affected by the building work]

Current, lawfully established, use: [Add no. of occupants per level and per useif more than 1] .......................

Year first constructed: [Approximate date is acceptable e.g.: c1920s or 1960-19701 ...

OFflCE ONLY: :Cbñséht'/PIM No,:'

Document or Parcel t: ozt3

Valuation No,: (k- \ Date received:

• RECWED

1flAPR12

Dstñct

2. OWNER . 3. AGENT [If application is being made on behalf of the owner]

QName /Company: Name of Agent I., .

:'... ...

Contactperson .......................................................................Contact person' ........................................................................

Mail address' tQ e34utIe A.j Mail address J4ArwiA. 1EA11LE'BU1LD1NGS"LTD"

...............................................................................................PO'BOX' 5398 FRANKTO'N .... . Street address/registered office' ...............................................Street address/registered •A'ALO DRV•E. .......

...........1AM.LT.ON...................... Phone No.: Landline Phone No.: Lnd1n'.r... (O7 8462002

Mobile: .......................................................... . .Mobile' .............................................................

Daytime: .......................................................... ................Daytime' ..............................................................

Afterhours' .......................................................... .......After hours' . ............................................................

Facsimile: ......................................................... ..Facsimile' ............................................................

Email'. ....... Email'. c,.............. Website' ...............................................................................Website' ...........

0)rHE FOLLOWING EVIDENCEOFQWNERSHIP IS ATTACHED: Relationship to owner: [State details of the authorisation from the owner to

Certificate of Title 0 Lease Agreement make the application on the owners behalf]

0 Agreement for Sale and Purchase 0 Other document

• FIRST POINT OF CONTACT for communications with the Council / Building Consent Authority: 0 Owner 5eAgent INVOICE TO: 0 Owner VAaent

4. APPLICATION [Tick if applicable]

" Buud Cflt NUffl'1

I request that you issue a

A Project Information Memorandum (PIM) for the building work described in this application. 0 93 4 1,

'A Building Consent for the building work described in this application. The existing PIM No. i .....................

n Amendment to an existing Building Consent for the building work described in this applica 0. .................................

State the reference number if this application involves a National Multipl e A oval' .....................................................................

Name: ......................................... Signature' ..................................................Date:

The signature is that if the 0 Owner OR the 0 Agent on behalf of an with the approval of the Owner

OTOROHANGA Waikato tnatamata Wa iP }-3 m] c on Ci y Co ij Rllmlh~ dtsfrict council DISTRICT COUNCIL ' Is ,a'j,es o .rkros

5. . THE PioJEçT [If more than one project please llst oña separate page] ,..,

DESCRIPTION OF BUILDING WORK Provide sufficient information below to enable scope of work to be fully understood or refer to an attached descpon

Descnbe the BUILDING TYPE and what BUILDING WORK you will be doing to it e g Dwelling with Addition of bathroom -

4? R.t rutio

Current use of building . ............... .......................... .............................................. jE:g. Home, implement shed; officel

Will the bUilding work result in a change of use of the building? 0 Yes 0 No. If Yes, provide details of the new use of the building:

......!.,!H ; A .1 . lEg. Home 10 Hostel, implement shed to.chemiI storage, office to cestaurantj

Intendedlife of the building if less than 50 years: ............. .................. [Years}

List Building Consents previously issjjed.for.this project (ilahy): [List or attach list of who issued theconsent, the date of issueand the consent number]

Estimated value of the budding work on which the building levy will be calculated (including goods and services tax):

. ......................:.......................[Stath estimated value as defined in'section 7 of théBuilding ct2UO4}. - ..

6. RESTRICTED BUILDING WORK: BUILDING PRACTITIONERS INVOLVED IN THIS Will the building work include restricted building work? U Yes B'No. If Yes, providethefollowing details of all licensed building practitioners who will be Involved in carrying out or supervising the restncted bqd;ng work Name Licensing class, Licensed building practitioner number (or registration number if treated as being liensed under section 291 of Act)

., .-, ,.. I,i,., +k,, n,,,,, I — nNnA hafnro tha huiidinr, vdnrk he,in1

"E 3ULDINGS LTD DESIGNERName . ................................. ...... Class.............................................

Registration! Licence No ...........................

Address . ................................................ ................................................................................................................

Telephone. .................................. ........ E55.FAX.(Q7)..8462QO2... Mobile: ...............................................................

Email: ..........................................................................................................

VERSAT!LE1J ..IPe .............................................. ENGINEER Name: ..,.................... ........ Pu SOX 53 FRANKTON ' ..

,..

egis ra ion icnçe 0.,. R t t!L N ...............

Address. ................................................................ HALTO'N ........................................................................................ .

Telephone...................................... ..( 4E6O55FA... O7)a46 ................................................................ Email...........................................................................................................

T!E P!P&J.ff: ..............................................

. CARPENTERName.................. ................ P0 BOX 38 FRANKTON

egis ra ion . ic ce 0................................ R t t !L en N 656CAVALODRIVE Address . ...... .............. ................................................... ...... ............................. ................................. ........ Telepho'n: . :' ............ ?$7) . 84 FA.. (o7):84ôiJ2 .......... .................................................. Email . ........ ...................................................................................................... ' t

VERSATgLE LTD ............................................. ROOFER Name P0 BOX 538 FFANKTON

Registration / Licence No:.......:;.--.......................... 6"6 ..ILON DRIVE Address . ......................................................................... ...HAft1ON............................................................................

Telephone .............. . .............................. FK (07) 846O FAx.(oo2oo2. ...... ...............................................

Email ...........................................................................................................

. ... F' ..:'. : . ..

Email:. .

'BRICK I BLOCKLAYER ame• ............................ License

Registration / Licence No.:, ........................................................ .

Address: ............................................................................................................................................................................... Telephone . ...... ........................ . .......... ... Fax . ..................: .. .............. .. ............................................................

Email . .......... ....... ................................... .................................. ......................

FOUNDATION SPECIALIST Name VERSATILE BLHLDNGS LTD License Class P0 BOX 5398 FRANKTQN. Registration/LicenceNo ............................

Address ................................................................... ATLTO•N .................. .............................. ................. ......................

Telephone .................................... PH FAX (07) 842 ........................................................... , Email . ..........................................................................................................

[Note: Continue on another page if necessary]

7. PROJECT INFORMATION MEMORANDUM [Do not fill in this section if the application is for a building consent only]

The following matters are involved in the project: [Tick the matters relevant to the project]

Subdivision

Alterations to land contours [e.g. digging out the site for a building plafform]

EIi New or altered connections to public utilities [e.g. Council sewer, storm water or water mains]

L1 New or altered locations and/or external dirensions of buildings

New or altered access for vehicles

I Building work over or adjacent to any road or public place

Disposal of stormwater and wastewater [e.g. Are you alteng domestic sewer or storm water drains]

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

Is the site contaminated?

Will the building be sited on sloping ground, or near to a bank, a stream or a coastal zone?

Other matters known to the applicant that may require authorisations from the Territorial Authority: [Please state below or attach]

Ill flh7..W JT

The foHowing plans and specifications are attached to this application[Refer to applicants checklist]

r&4U.. AiJ 5j'&e9 '9oP4cée. 5TATMcyr

P g

THE BUILDING WORK WILL COMPLY WITH THE BUILbING CODE AS FOLLOWS: [if you're not sure which clauses are applicable, talk to the ECA or your archict]

Building Code clause [l 'Tick relevant clause]

Means of Compliance [Refer to relevant compliance dodument(s) or detail' of alternative solution in the plans and specifications]

Waiver/modification required [State nature of waiver or modification of Building Code required]

[YrBI.Structure t426 3603 ,4q N 10•:4200 fee'" P651Gr'

1 ' 132,Durability

'LI Ci Outbreak of fire . LI C2 Means of escape . . LI C3Spread of fire ' LI C4 Structural stability during fire

o D2 Mechanical installations for

O Dl Access routes t access

'

[!f El Surface water

LI E2 'External moisture

o E3 Internal moisture

LI Fl Hazardous agents on site

LI F2 Hazardous building materials

LI F3 Hazardous substances

and processes

LI F4 Safety from falling / LI F5 Construction and demolition

hazards

LI F6 Lighting for emergency

LI F7 Warning systems

LI_F8_Signs

LI_GI_Personal_hygiene

LI_G2_Laundering

LI G3 Food preparafion and prevention_of contamination

LI_G4_Ventilation

LI G5 Interior environment . LI_GB Airborne and_impact sound

LI_G7_Natural_light

LI_GB Artificial_light

LI_G9_Electricity

LI_Gi 0_Piped_services

LI Gil Gas as an energy source

LI G12 Water supplies

I.'

I:G1 3Fq6i Water

0 b14 Industrial_liquidwaste

0 G15 Solid waste

O Hi Energy efficiency O BCH Back country huts

• 0 SHSirnple.House ----.

9. COMPLIANCE SC H EDU LE [Do not fIll in this section if this is anapplicationfor a Project Information Memorandum only] Specified s stems are defined in regulations; if you are not sure whether your building has specified systems, talk to the BCA or your architect. F1 There are no soecified systems in the buildina OR El The soecified systems for the buildina are as follows:

3

WN

Systems that apply [/Tick]

The follàwing specifiedsystems are being altered, added to, or removed in the course of the building work: {iñsert n/a if not applicable]

Altered [/Tick]

Added [/Tick]

Removed [/TiOk]

1rsysems - -

2 Automatc or manual emergency warning systems for fire or other dangers (other than a warning system for fire that is enrely within a household unit and serves_only_that_unit) Electromagnetic or automatic doors or windows (e.g. ones that close on fire alarm_activation)

Emergency lighting systems

Escape route pressurisation systems

RIser mains for use by fire services

Automatic back-flow preventers connected to a potable water supply Lifts, escalators, travelators, or other systems for moving people or go whin buildings

Mechanical ventilation or air conditioning systems Building maintenance units providing access to exterior anfi4terior walls of buildings

Laboratory fume cupboards / 4 Audio loops or other assisfive listening systemy"

Smoke control systems Emergency power systems for, orsignyfelating to, a system or feature specified in any of clauses 1 to 13,7

Any or all of the following syste and features, so long as they form part of a building's means of escape 6m fire, and so long as those means also contain any or all of the systems9V?eatures specified in clauses 1 to 6, 9, and 13:

Fire separation5 defined by the Building Code)

Smoke seiiions

Final qXs

S ems for communicating spoken information intended to facilitate acuation

Signs for communicating information intended to facilitate evacuation

1 Cable Cars

Th, following documents are attached to this application: [rick as applicable or put n/a if there are no attachments]

Plans and specifications lid Project Information Memorandum N Development contribution notice

E Memoranda (Certcates of Design Work) from licensed building practitioners who carried out or supervised any design work that is restricted building Nork

Certificate attached to Project Information Memorandum Z Other relevant information: Pleasespecify] .....................................

COF1OENTAUTY This is generally for reasons of building security in commercial or public buildings. If you think this projec may require confidentiality, please discuss this with a Building Officer and if they agree, then tick the box and state why it is needed.

0 Confidentiality required .................

............................................................................................ .........

IZ If óueBu ihgCóñset is äf Matamata Piako District Co..uncil,pleãse tiôk whichofyOur Council offices you wih t.oblIcf your Consent fron when it is ready 0 Te Aroha 0 Matamata 0 Morrinsville

ÔF'F10EUSE ONLY FEES PAYABLE

AMOUNT. ($)

PiM •.

Building Consent Application fee - Approval fee

lnspeätion fee (.• • . - Mileage

3 -o.

Code Compliance Certifiôate.

BRANZ levy . .

DBH levy

Photocopying . .

Microfilm;(A3 1A4) /Scanning . .

Certificate of Title

Street crossing administration

Structural check -

Amendments to consent

External consultait check 1

External consultants check 2

NZ Fire Service cteck

Planning Bond / Resource Consent

Planning Bond I Resource Consent

Rural connection

Fire main

Water connection

Water disconnection

Wastewater I sewerage connection

Wastewater disconnection

Backfiow inspection

Stormwater connection - mains

Stormwater connection - kerb & channel

Stormwater disconnection

CCTV survey wastewater

CCTV survey stomwater

Cellar indemnity

Council bonds

Compliance schedule

Development Water Contributions: Storrriwater

Wastewater Transport / roading Community infrastructure

BCA accreditation 4-c - oO Total fees (md. GST)

Deposit paid - Receipt No.: .-- Date:

0 Remainder fees due:

REFERRALS

Structural consultant: . '. .•

Name: .

Sept: Returned:

Structural consultant:

Name:

Sent: ' Returned: . .

Other consultant:.

Name: '

Sent: ' . Returned: '

• Other consultant: .• --

Name:

Sent: . Returned:

NZ Fire Service

Name:

Sent: Returned:

Historic Places Trust (Notification)

Date advised:

ADDITIONAL NOTES AND I OR FEES

AUTHORISED BY

Planning Officer:

Date: .. 5. 2..

Building Officer:

Date: 7 'LI

AUTHORISED BY Engineer:

Date:

CHECKED BY: Officer:

Date:

ISSUED BY: I Officer:

Date:

Receipt No.:

Receipt No.:

0

Wai kato Building Consent Record

DISTRICT COUNCIL

Applicant: P Wiren, I A Wiren

Project Location: 10 Genevieve Way WHATAWHATA

Building Consent Number: BLD0934/12

V = Yes

N/A or = Not required / Not Applicable

Regulatory Support Officer to complete Included

in BC folder

Code Compliance Certificate V

Application for a Code Compliance Certificate V

Record of Work Memorandums from LBPs (For BC'S received after I March 2012) N/A

Inspection Checklists V

Build ing Consent Application Form V

Building Consent and Conditions V

Plans included V

Specifications included V

Project Information Memorandum (unless applied for separately) N/A

Certificate of Title (If applicable) V

Building Review Officer's Processing Checklist (If applicable) V

BC / PIM Tracking Worksheet (b2007 - purple) V

Certificate of Work Memorandum from LBP (For BC'S received after I March 20 12) N/A

Applicant's Checklist V

Planner's Checklist (p5003 - white - if applicable) V

Customer Delivery Processing Checklist (bSOlO —orange) V

Building I Engineering Cover Sheet (b2008 - red - if applicable) N/A

Correspondence (e.g Further Information Required letters, invoices etc) V

Producer Statements (if applicable) N/A

Certificates (eg Electrical I Gas Certificates etc - if applicable) N/A

Land Use Consent (if applicable) N/A

Completed by: Name (Print) Anne Saunders, ................

Date: 10/07/12

Comments (if applicable)

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Applicant's Name: P Wiren, IA Wiren Consent No: BLD0934/12

Property Address: 10 Genevieve Way WHATAWHATA

Restricted Building Work - LBP license check:

Name of LBP: License sighted: El Yes El No

License No: LBP Onsite: El Yes El No

ITEMS TO BE CHECKED [Checked against the approved Building Consent (BC) documents] Key: Decision: jfl or = Pass jor = Fail, further inspection required El or ol- EN = Not Applicable Reaspfl for decision: Compliance or non compliance with the approved building consent documents

l( CCC application has been received 'S'es El No Heater installation completed as per specifications P Approved Building consent documents on site El Yes El No

ILl Prior inspection passed or instructions addressed EU Changes to floor plan I Amended plans approved ElVes El No

Interior LU Pools comply: as per checklist / specifications

I Ceiling insulation is in place I clear of light fittings El Yes El No

{J1 Correct installation of shower I bath: linings, curtain or Exterior screen EI Vermin proofing

J Safety glass installed v1 Flashing I sealants completed & in place LJ Wet areas completed: walls, ceilings, timber floors and ( Ground height complies (at time of inspection)

fixtures sealed / waterproofing certificate received EiI Brick veneer weep and ventilation holes I Smoke alarms installed and operational E!( Weathering and penetrations: roof and walls (fixings I Height of window sashes I restrictors etc.). Flashing I sealants completed & in place I Heights of barriers and handrails as per approved BC ITI Construction of decks I steps / retaining walls I I Kitchen completed handrails, barriers and ramps comply

I Ventilation to internal spaces as per plans liii Subfloor access I ponding I ventilation I insulation I

I Mechanical ventilation vented to extenor (Wet areas) fixings comply

I?( Extenor decorated with finishings as approved plans I Ventilation (timber floor)

III] Drip edge to flat surfaces I Subfloor vents Other ] Firewall rating and stopping LI Yes El No HCC only: crossing & footpath damage ] All producer statements I other required statements / liii All documentation received

energy certificates (including gas) received EII NOTE: Both Final Plumbing and Final Building

El Yes El No Inspections have been passed (required before CCC can be issued)

Comments if require..........

OUTCOME OF DECISIONS

JT' Work complies with the approved BC documents Further Inspection: El Further inspection required El Additional fee El Work complies with the approved BC documents El LBP: Record of Building Work documentation received

(for nsents approved from 1 March 2012)

13) tklp&() O' o7 . Officer: Date: Officer: Date:

El Memo / instructio, No: El Notice to Fix, No:

.. OTOROHANGA rnatcirnata piako

lh, district counci i

Waikato LAJ Waipa Hamilton City Council

Te kaunihera a Kirikiriroa DISTRICT COUNCIL DISTRICT COUNCIL

: 1I °.ft"I iJ

Applicant's Name: P Wiren, I A Wiren Consent No: BLD0934/12

Property Address: 10 Genevieve Way WHATAWHATA Lot No: LOT 12 DPS 79021

Restricted Building WorkS LBP license check: Name of LBP: License sighted: El Yes El No

License No: LBP Onsite: El Yes El No

ITEMS TO BE CHECKED [Checked against the approved Building Consent (BC) documents]

Key: Decision: or jj = Pass or = Fail, further inspection required 10 or or = Not Applicable Reasor decisjon: Compliance or non compliance with the approved building consent documents

ptd Building Consent documents on site 11 Pile spacing for bearers 11

C9ct aress and Lot No. Etheonsent conditions

C Floor height to ground level, 450mm crawl space C Footing: width, depth, clean, level

Sitin.,-' C Anchor piles I brace piles - Layout matches plans L-'Siting as per approved plans C Driven piles: engineers inspection.......................... El

to boundary confirmed £ Discuss fixing protection: galvanised /stainless ;Buildingg,dght

ajwalls: Nova flow, PS if surcharge or >1.5m Ht Exca'ons ConcJF9MI1t1ations

ZGround bearing acceptable slabs/footings, as per plans OjI Specific foundation design

Eli Engineer supervision / PS4 received El Yes El No thickness, lapped & taped

L-rtions: dimensions, depth, clean, square, level UI Hazards: floor heights & flood levels, ground stability D.-'Føt'height to finished ground levels EjI Council drains under building D—teel: type, size, spacing, coverage, clean, laps, ties Ell Excavation: safe slope 141 Engineer designed foundations

Foundations C Engineer letter of supervision or PS4 El Yes El No Piled I drilled I driven foundations

LIII Pile heights correct for type of bracing element

LIII Pile depth correct for pile type

Comments if required:

W ........

.......

....... .......................... ................. ................ T1T........

......... .Y"' ....

e...... -:— . S,......

...TTT?

............................. .

.......................................................................... F frZJvc

cDr OUTCOME OF DECISIONS

Ek'ork complies with the approved BC documents Further Inspection: El Further inspection required El Additional fee El Work complies with the approved BC documents El LBP: Record of Building Work documentation received

(for consentspproved from 1 March 2012) Pro

Offcer 0 ' 4( Date: Officer: Date:

El Memo / instruction, No: El Notice to Fix, No:

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OTOROHAN jRW11 4 Waikato iAi famata

aip r Hamilton City Council flflflh, tI.,,,.,flfO?, district council DISTRICT COUNCIL DISTRICT COUNCIL re kauniherac Kirikiriroa

M

4. APPLICATION

All building work to be carried out under the above Building Consent was completed on [Date]

The licensed building practitioner(s) who carried out or supervised the restricted building work is/are as follows:

Name Licensing Class Licensed building practitioner number (or registration number if treated as being licensed under section 291 of Building Act 2004)

Particular work carried out or supervised

I

(p °

Application - Code Compliance Certificate Working Together

1. THE BUILDING CONSENT OFFICE ONLY: Date received:

Building Consent Number:

Issued by F [Council name]

140

Name/Company: ....

Mail address . ...... '0 ....................................... .

Phone (daytime)

Fax . .............................................................................

Mobile . .........................................................................

Email . ............................................................................

Attention. . ................................. Ph . ................................

Evidence of ownership: [ Certificate of Titie U Lease Agreement U Aareement for Sale and Purchase U Other

3.ANT

Name/Company . ............................................................

Mailaddress . ................................................................

Phone(daytime) . ...........................................................

Fax:

MobilePP!.Q ,98JR4NKTQ.N .............

Email: .......... . YQJP.REVE .................... HAMLT9I

1kv) 846&J5 (07..8462002 Relat:onshio to Owner . ............. .........................

Communication: Invoice to: El Owner [] Agent First point of contact for communication: [] Owner U Agent

[Note: Continue on another page if necessary]

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The personnel who carried out building work other than restricted building work are as follows: [List names, addresses, telephone numbers, and (where relevant and if not provided above) licensed building practitioner numbers or Plumbers, Gas fitters, and Drainlayers Board registration numbers]

Name Address Phone No. License/Registration No

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LBP/Registration No:

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5. SPECIFIED SYSTEMS The following specified systems are contained on the Compliance Schedule for the building and, in the opinion of the .personnel who installed them. are canable of nerformino to the nerformance standards set nut in thp Rtiiklinri r.nncnf [Plaaco tit'k ne nnnrnni.f.1

Specified Systems /New Modified

1 Automatic systems for fire suppression (e.g. sprinkler systems) 2. Automatic or manual emergency warning systems for fire or other dangers (other than a warning sy)t(m for

fire that is entirely within a household unit and serves only that unit)

3. Electromagnetic or automatic doors or windows (e.g. ones that close on fire alarm activatio23" 4. Emergency lighting systems

5. Escape route pressurisation systems

6. Riser mains for use by fire services

7. Automatic back-flow preventers connected to a potable water supply

8. Lifts, escalators, travelators, or other systems for moving people or gdo"1s within buildings

9. Mechanical ventilation or air conditioning systems x 10. Building maintenance units providing access to exterior ad'iiterior walls of buildings

11. Laboratory fume cupboards

12. Audio loops or other assistive listening systems

13. Smoke control systems

14. Emergency power systems for, or signs rpting to, a system or feature specified in any of clauses I to 13 15. Any or all of the following systems ad'features, so long as they form part of a building's means of escape

from fire, and so long as those meffs also contain any or all of the systems or features specified in clauses 1to6,9,and13:

Fire separations (as defi( by the Building Code)

Smoke separations

Final exits

Systems for ctmunicating spoken information intended to facilitate evacuation

(e)_Signs_forpd'mmunicating_information_intended_to_facilitate_evacuation

16. Cable Cars

6. REQUEST: I reauest that you issue a Code ComDliance Certificate for this work under section 95 of the Buildina Act 2004. The oae uopiiance Lemncate snouta oe sent to: lstate wrietner uwfler-pr /4gent ana wnicn aaaresaJ

K41 "Owner D Agent r7 '-4-Y'

ress . .......1.0

Sined by the D OWNER or by thefl AGENT on behalf of and with the auJbtjtv ot..the Owner:ITick correct onel

TI ................................ .... . ............................... 12 f[P?inTNj [Qa FeJ7 iföej

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7 THF Ff1 I OWlN( flfIIMFNT APF ATTA(HFfl TO THIS APPI lATION!

D Memoranda (Records of Building Work) from licensed building practitioner(s) stating what restricted building work they carried out or

supervised. LI Other documents from the personnel who carried out the work e.g. Producer Statements, As-laid drainage plans.

LI Certificates that relate to the energy work e.g. electrical or gas certificates. LI Evidence that specified systems are capable of performing to the performance standards set out in the building consent performance

standards set out in the building consent.

NOTE: If the application is incomplete, processing cannot begin and you will be asked to complete the application and re.submit it.

" OTOROHANGA Waikato PM mcitamato Hamilton City Council piako

mkc M kf.,icoflaecioo district council DISTRICT COUNCIL DISTRICT COUNCIL 01 Te kaunihera 0 Kiriklrlrôa

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Hamilton City Council ul Te kaunihera o Kirikiriroa I BUILDING UNIT I Private Bag 3010, Hamilton, New Zealand.

FAX: (07) 838 6950 AS LAID DRAINAGE PLAN STREET: V.'e__1.t/LW_No: I LOT: __________ DPS

OWNER:________________________ DRAINLAYER:

P4

INSPECTOR:_______________________ REG No: _2J '5 '7 DATE OF INSPECTION:___________________ CONSENT No: 0

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DRAINLAYER PLEASE FILL IN ALL DETAILS

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DRAINLAYER'S SIGNATURE: _ /Cv) DATE:___________

ALDP version 1 04/2002

Printed by jroItOOl 13/04/2012 2:54:42 p.m.

Address iO Genevieve Way WHATAWHATA

Property No - 2003613 StatusJUrrent

Owners As AtI 6/06/2006

Owners;Wirefl Peter & Wiren Isobel Anne

Default Postal 10 Genevieve Way Address RD 9

Hamilton 3289

Legal DescLOT 12 DPS 79021

Property Type IResRurDwel Rural Residential - Standard DweIli

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COMPUTER FREEHOLD REGISTER UNDER LAND TRANSFER ACT 1952

Search Copy ZEAt.P

RW. Muir Registrar-General

of Land

Identifier SA62C/808 Land Registration District South Auckland Date Issued 23 July 1998

Prior References SA6 1 C/457

r1tate Fee Simple

(Jiea 6764 square metres more or less

Legal Description Lot 12 Dpposited Plan South Auckland 79021 /

Proprietors Peter Wiren and Isobel Anne Wiren

Interests Land Covenant in Transfer 13463088.15 - 2.2.1998 at 10.04 am B493896.3 Consent Notice pursuant to Section 221(1) Resource Management Act 1991 - 23.7.1998 at 3.10 pm

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Transaction Id Search Copy Dated 4104112 2:34pm, Page / of 3

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DIAGRAM SHEET C Dosited tNs23 of

LAND DISTRICT SOUTH AUCKLAND I LOTS 4 — 30, 33 & 37 BENG A TERR1TOAL AUThOC8TY WANATO LTfCT O45tstct LosA RegiStr99

Svey Bib. & Dist. I I I SUBDIVISION OF LOT 1 DPS80443

Siveyed by McCcacloen S4rveys gm Scole Not to 5oal Date MJGJST 97 '°' DPS 79021 NZMS 261 Sheet Record Sheet __________________________

SHEET 2 OF 2

00 66

(5 66

-4- 00

00

Processing Gheck!ist:

Ancillary and Farm Wi Uildin-

.-o nsenene nkx'i p

Processor uiiaung

Building

Name: Graeme Delaney

Consent No: BLD093411 2

Category: New Construction,

KEYS: Decisions: or or 2 = Pass, or 7N or = Fail,

FNiA or ffl = The item or code clause has been considered but is not applicable to this application because the item, or the clause, is either not part of this design or relevant to this type of building project.

Pfar to (nmnlianra flncriments RI - HI as annronriate available from Deoartment of Buildina & Housina website. P/F/NA I Item P/F/NA I Item BI Structure Specific design NZS 3604 p Are there any specific design requirements? p Does the framing grade / size / treatment I fixings

(PSi and calculations required) comply? (NZS 3604) na Footing/foundations/slab: Do special p Are wall bracing elements and fixings detailed and

features of land require consideration? correct? (NZS 3604) Are all pad/post/footing re-forcing details na Do beam / post / size I treatment / connections correctly sized? (NZS 3604) comply? (NZS 3604) Is concrete floor compliant? (NZS 3604) p Is truss design criteria and certificate from If specific design, PSi for complete approved fabricator been provided? structure and calculations required.

Reasons for decisions plus any additional comments or RFIs: Versatile garage covered by PSi Bi. Footings, floor and framing complies.

132 Durability p Wind Zone: High Timber treatment shown for: p Sea spray zone: B p • External wall framing na Geothermal zone (within 50m of hotspot) na • Exterior timbers na Snow zone na • Piles and in ground contact na Fixings SS if in sea spray zone / 600mm

ground p • Roof framing timber

ha Serviceable items able to be accessed na • Wood-based flooring: distance to exposed ground (NZS 3604, S4)

na DPC provided to piles <300mm high (NZS 3604)

Reasons for decisions plus any additional comments or RFIs: versatile garage covered by PSi Bi, and durability statement, all treatment complies.

El Surface water p Adequate down pipes provided? p Discharge to approved outfall p Are drain sizes gradients, outfalls correct? na Soakage report that includes soak hole design &

calculations where applicable p Stormwater drainage - roof areas Reasons for decisions plus any additional comments or RFls: 2 down pipes to tank.

matomota p1(0

LIC dIS10frCI COUnCIl

Waikato Bu/ding Consent Group BR-ID

Waikato LaJ Waipa

oIsrRICr COUNCIL DISTRICT COUNCIL

Version 20 12-03-01

[ ,I Hamilton City Council - in kounIIon, U CidkId,UL,

Page lof3

I,

E2 External Moisture Not applicable (Only needs addressing if internally lined)

I Risk matrix assessment provided I I Roof Cladding

Roof type, profile and pitch comply Product name for roofing underlay provided (spreaders over concrete tiled roof, requirement for anti ponding boards <170 ),

Have details & flashings been provided for the hips, ridges, valleys, aprons & barges?

Stop end details Roof penetrations Exterior sheathing detailed to acceptable solution Internal metal gutter capacity & overflow Durability (differing materials are compatible,

coatings applicable for corrosion zone) Membrane Roofs/Gutters Footing IFoundations

Membrane type and pitch Block work waterproofed Substrate thickness & treatment Gutter capacity & overflow

Cladding Type of cladding/ claddings approved system

Building paper in walls

Building wrap specified appropriate & compatible with cladding (air barrier)

Eaves and gutters weatherproofing detailed

Construction details for the drained cavity system

Wall/soffit junctions

Flashing details provided for window & door openings

Brick ties, lintels & shelf angle size and treatment

Internal and external corner details are provided

Timber profiles have appropriate weather grooves

Have parapets/enclosed deck barrier junctions/flashings been detailed?

Construction details between different claddings

Construction/movement/shrinkage joints been detailed relevant to cladding

behind walls

Joinery details and flashings shown for: • Window/door heads • Jambs • Sill details for windows, doors • Balustrades waterproofed • Other openings penetrations protected

Battens shown (H3.1) Brick veneer step down provided (NZS 3604) Alternative solution properly detailed Drain filter fabric and DPC protection

Reasons for decisions plus any additional comments or RFls:

General Have the following sections of the Building Act been considered? na 31 PIM na 75-77 Building over 2 lots na 36 Development contribution notice na 112 Alterations to existing buildings na 37 Restrict project start (No Resource

Consent issued) p 113 Intended life of building -- -

na 71-74 Natural hazards na 115Changeof use Reasons for decisions plus any additional comments or RFls:

PRODUCER STATEMENTS RECEIVED

OTOROHANGA Waikato LJ lako

iiOta WaiiPa Hamilton City Council dp

Waikato Building Consent Group BR-la Version 2012-03-01 Page 2 of 3

El Producer Statement checklist attached to each Producer Statement

Circle Statement Type: PS 1 - Design

Comments:

Category: (circle) PSI CALCS SPECS DRAWINGS PS2 Producer Statements acceptable.

Structural p p p p

Geotechnical

Weathertightness

The following listed and attached checklists have been completed to support justification for issuing the Building Consent:

OUTCOME OF DECISIONS

Building Consent No . .......................................

LI Documentation demonstrates compliance with the Building Code. If there were any requests for further information, these have been addressed and the reasons for these have been recorded on a RFI letter in each instance. Building Consent can now be granted, and issued on payment of the appropriate fees and levies.

Name: Graeme Delaney Signature: 07.05.12

LI Documentation does not demonstrate compliance with the Building Code. Building Consent can not be granted until requests for further information have been addressed by the Applicant. The application is on hold.

Name:

Signature: Date:

i3 U Documentation does not demonstrate compliance with the Building Code. Building Consent cannot be granted. Requests for further information have not been addressed by the Applicant.

Name: _____________________Signature: __Date:

INTERNAL AUDIT I PEER REVIEW Not applicable

U This assessment has been peer reviewed and the peer reviewer has agreed with the decision made.

Name: Signature: ___Date:

matamata F-1 plako .. .. disUiCt cOuncil

VVaikato Building Consent Group BR-iD

Waikato LU Waipa

oIsrnIcr COUNCIL OlEtUICT COUNCIL

\Jersion 20 12-03-01

H

I

• Vvaikato Building Consent Project

r~ 5 1. ~- L-11, ...............Applicant 1st working day --

DISTRICT COUNCIL Location K

Planning I Utilities Processing Checklist

for BuildingConsent Reviewed by Dateprocessed 7--- - : ---------

Proposed activity

Title reference --- G2C /o Legal description ,o4- -- UPS Size of lot

Certificate of title -

Restrictions flOQ

PLANNING

Zone Counkj---- VrcJ

Policy Area I Designation

Subject to appeal? Y 'E Location

Proposed on site plan Required setback (Under D,stnct Plan) Boundary (NISIEIW) Setback

Front >IZ 12-

Side ",'" •

Side ( 2

Rear 12-

Other

(i.e._River,_lakes,_coastal)

Bulk Proposed on plans Permitted (Under Disthct Plan)

Site coverage -2 lot

Daylight admission

-

2:2i.

Maximum height

-

15rn Accessory buildings

-

p5003 Psge I of S - 11/10 -Version 3

IN

Proposed on plans. Permitted (Under District Plan)

One dwelling per title S

Number of Dwellings' : : 14 4- Mm. area of 2500m (no reticulated wiw)

S >24ha (two rural dwellings)

>36ha (three rural dwellings)

GFAundèr°70m2 S '

Dependant Person's Dwelling NA S

Minimum. 900rn 2 .site area

Within 20m of main dweliing "Ancillaty to main dwelling"

Shared living court

No plumbing fixtures' in ;ttached garage

. ' Vehicle entrance 0 Approved 21 Existing

S

Parking I Traffic I Manoeuvring Parking spaces required MOr (Appendix A)

. Parking spaces proposed

Manoeuvring complies? ny / N

OTHER DISTRICT PLAN ITEMS FOR CONSIDERATION

Heritage item Y I

Plan maps - flood risk area Y /

Mine subsidence area Y ifi

Earthworks Y N

Contaminated site Y N

High voltage power lines Y N J Coastal Y

(3. 7m above Moturiki Datum)

Impervious surfaces Y I

(max 70% Living or 70Om 2 Tamahere Countty) S

Other Comments

Comments Resource consent

LUC / Outline Plan / Waiver

Required

Obtained - Relevant conditions? -

PS003

Page 2 of 5

II/I0-Verion3

AN

0 LAND_INFORMATION

Hazards YIf1 Type

SoV Type IJOVA

'Good ground' as per NZS3604? Y I N i wn

If no or unknown - soil assessment required

Minor/Accessoiy buildings - Building inspector assesses upon foundation inspection

Major/habitable - engineer or suitably qualified person to report prior to BC approval

Ceotechnical i' Approved author Dated Engineer's assessment

Recommendations

Observation statement required? Y / N

Engineer to certifr any back filling greater than 6 00mm depth

Ponding! Flood area Assessment required? Y.

Approved author Dated

Design flood level

Existing ground level

Minimum floor level required

Finished floor level approved? Y I N

ENG1NEERIN.G COMPETENCY PROVISION

Is a land use consent required I obtained for any of the

following activities? - Comments

• Commercial or industrial •. y

2 comprehensive residential development :Y N

3 Earthworks : e filling or gradient >1 8 Y

If yesto 1,2 or 3 above, forward to Consent Engineer

Name of Consent Engineer forwarded to

Date forwarded -

External peer review required Y I N Reason

Forwarded to

Date forwarded

P5003

Page 3 of S

I 1/10-Version 3

1187-

DRAINAGE

G12—WATER SUPPLIES Potable water supply required? . Y

Source

WDC I EW REQUIREMENTS. Comments -- - - - --------------

• New premises - WOC connection required?

• Water tank requirements under Bylaw?

• Connection fees / development contributions? . .

• EW approval new bore?

El - SURFACE WATER Increase in s/w runoff? N

Protect people and other property from adverse Sufficient capacity in outlet? Y N Unknown

I I

effects of surface water resulting from lO/ AEP

storm event. . If no or unknown

Onsite stormwater management plan required? Y

Approved author - - Dated

Producer statement provided? Y I N

Observation statement included? Y I N

WDC I EW REQUIREMENTS Comments - 19'-c_et_ T'L. • Sufficient capacity in drainage catchment?

Q , • Erosion control at outfall?

• Sethack from wastewater?

EW drainage area • EW approval (River & Catchments services)

or

• attenuation prior to discharge

WDC drainage area • Attenuation prior to discharge

• Urban = attenuation & development

contribution

G 13 - FOUL WATER Increase in wlw discharge? Y 16) Sufficient capacity in outlet? Y I N I Unknown

If no or unknown

Wastewater design required? Y I N

Approved author Dated

Producer statement provided? Y I N

Observation statement included? Y I N

WDC Wastewater disposal Comments

• Connection / Development contribution?

• Pump required?

PS003

Poge 4 of 5

11/10 - Vereion 3

34

On-Site Wastewater Disposal Comments Reporting/design complies with NZS 1547:2000?

EW I.egionaI Plan

Minimum site area of 2500m2 orAWTS required

6 00mm clearance above saturated soil (standard)

300mm clearance above -saturated soil (AWTS)

3000 L minimum size septic tank with filter

Maximum average daily discharge

- 1300 litres (standard)

- 3000 litres (AWTS)

Disposal field setbacks • 20m natural wateiway (standard)

• 30m natural waterway (AWtS)

• I Om drains or surface water

> 30m potable water supply bare

> 1.5m from boundari (WDC District Plan)

PROCESSING

Files Checked

cr*

PIM Conditions (where applicable)

Ntk

Further Information Requested Received

Notes

p5003 Page 5 of 5 - 11/10 - Version 3

F- - CONSENT NOTICE PURSUANT TO SECTION 221

RESOURCE MANAGEMENT ACT 1991

The District Land Registrar South Auckland Land Registry

IN THE MATTER of a Consent Notice pursuant to Section 221 of -- the ResourceManagement-Act-1-991

and

IN THE MATTER of a subdivision Consent pursuant to Sections 105, 108, 220, and 221 of the Resource Management Act 1991

PURSUANT to section 252(1)(a) of the Local Government Act 1974, I, WARWICK LESLIE BENNETT Chief Executive of THE WAIKATO DISTRICT COUNCIL, hereby certify that by way of_çlelegated authority conferred on Council Officers under Section 34(4) of the Resource Managehient Act 1991 the following notice should be registered on;

The Certificates of Title for Lots 4, 5, 6, 10, 11 and 18 to 23 on Deposited Plan S 79021 being a subdivision of Lot I DPS 80443 comprised in Certificate of Title Volume 61 C Folio 457 (South Auckland Registry).

THE Owner of the land (as defined in the Resojiice Management Act_1a9i)-- shall, on a continuing basis, ensure that:

The surface water drainage paths contained within Lots 4, 5, 6, 10, 11 and Lots 18 to 23 identified on McCracken Survey Ltd's Plan No 96CK2 dated August 1996 shall be protected and maintained to allow uninterrupted flow of stormwater from upstream properties to the Tunaeke Stream A copy of McCracken Survey Ltd's plan no. 9601<2 is available from the Ngaruawahia offices of the Waikato District Council.

The Certificate of Title for Lot 6 on Deposited Plan S.79021 being a subdivision of Lot 1 DPS 80443 comprised in Certificate of Title Volume 61C Folio 457 (South Auckland Registry).

THE Owner of the land (as defined in the Resource Management Act 1991)

/7 shall, on a continuing basis, ensure that;

The proposed or existing planting adjoining the intersection of the road to vest

, (

(Lot 33 on DPS 79021), and State Highway 23 and any proposed or existing planting located in Lot 6 shall be located and maintained to ensure that the

(

minimum sight distance of 200 metres to the east and west of the intersection is retained to the satisfaction of Council.

The Certificates of Title for Lots 4 to 27 on Deposited Plan S.79021 being a subdivision of Lot I DPS 80443 comprised in Certificate of Title Volume 61C Folio 457 (South Auckland Registry).

THE Owner of the land (as defined in the Resource Management Act 1991) shall, on a continuing basis, ensure that; - -

The owners and all subsequent owners of proposed rural-residential Lots 4 to 27 inclusive, be advised of;

• Recommendations concerning site development contained in the site investigalion and geotechnical appraisal prepared - by ,MarkT Mitchell Registered Engineer and dated 16 October 1996. A copy of this report is available from the Ngaruawahia offices of the Waikato District Council.

and 0 o The ongoing maintenance responsibilities relating to on-site sewage

treatment and disposal systems shall be in accordance with the, approved inspection and maintenance programme prepared by Mark T Mitchell, Registered Engineer, dated 26 March 1997. A copy of this report is available from the Ngaruawahia offices of the Waikato District Council.

The Certificates of Title for Lots 5, 6, 7, 8, 10, 11 and 21 to 27 on Deposited Plan S.79021 being a subdivision of Lot I OPS 80443 comprised in Certificate of Title Volume 61C Folio 457 (South Auckland Registry).

THE Owner of the land (as defined in the Resource Management Act 1991) shall, on a continuing basis, ensure that;

The minimum floor level for habitable areas of any residential building, located on proposed Lots 5 t681 -0i1 and 21 to 27 hll be no less than 300mm above the 100 year design flood level for the Tunaeke Stream, which is RL 22.5 metres Moturiki Datum.

The Certificates of Title for tot45 6, 7, 22 and 23 on Deposited Plan S.79021 — - being a subdivision of Lot I DPS 80443 comprised in Certificate of Title Volume 61C Folio 457 (South Auckland Registry).

THE Owner of the land (as defined in the Resource Management Act 1991) shall, On a continuing basis, ensure that; -

Specific engineer designed sewage treatment and disposal systems will be required to be for any habitable building constructed on Lots 4, 5, 6, 7, 22, 23 and 24v7

DATED at awahia this day of 4P' . 1998.

WW1 CK LESLIE BENNETT PrihciaI Administration Officer

UI 0t1Bi IZI isØiit]

Applicant's checklist: Working Together Minor Works & Farm Buildings Project examples: Retaining walls, decks (>lm in ht), ground work, verandah, level access shower, repiling, pergolas, conservatories, garages/carports, implement sheds and sleepouts. Applicants Name: P4 Project Location: 10 é'4V WA'1

Only completed Applications can be accepted for lodgement. PLEASE OFFICE

Key: M = Provided 7X = Not Provided or = Not Applicable FILL IN USE ONLY

COMPLETEALL SECTIONS OF THE APPLICATION FORM • All sections of the application form have been completed.

• A copy of the FULL Certificate of Title (up to 2 months old).

• Good quality drawings to an appropriate scale of 1:100 (detail 1:50, site plan 1:200) with metric dimensions.

• Please provide 2 copies of all plans and specifications.

• Deposit Fee. 13'

SITE PLANS: Please show the following: • The site'slegal boundaries, adjacent street names, and all measurements to the nearest

part of proposed and existing buildings.

• If it is a large site or a cross-lease or a unit title, provide a locality plan to indicate the position within the site.

• Location of all existing and proposed buildings, including accessory buildings indicated and drawn to an appropriate metric scale (1:200 or 1:100). Include a north point.

• The layout of existing and proposed sewer and stormwater drains. Provide details of onsite stormwater disposal, e.g. rain tanks, soak holes etc. (Check that kerb connection is L_J

acceptable if the site is unsuitable for on-site disposal or a Council stormwater connection is unavailable).

• If the title is less than five hectares, show the gross floor area of all buildings on the title.

• For urban areas show car parking and vehicle circulation provisions, including on-site manoeuvring.

FLOOR PLAN • Supply a floor plan of the proposed works, including complete floor layout and use of f'

each area. Floor areas and roof areas in square metres shoUld be shown on plans drawn to an appopriate scale, e.g. 1:100 or 1:50.

/ • Show location of smoke alarms. (if applicable).

PLUMBING (if applicable) • Specify AS/NZS 3500 or G13 plumbing system. Plan must show positions of all fittings

and pipe sizes.

• For multi-level buildings provide isometric drwings of the soil and waste system showing positions of all fittings and pipe sizing.

ELEVATIONS • Supply an elevation plan of each external wall showing heights from eaves to finished

ground level at each external corner and the existing and proposed land contours. Also show the overall height of the building from ground level to the apex of the roof.

• The locations of wall and roof bracing and of all,opening window sashes are also to be shown on the elevation plan.

WBCG LG-03 Version 1

16/06/2010

Page 1 of 2

rol

'FOUNDATIONS

• For timber floors show the Pile location and type (i.e. braced or anchor piles). B • For concrete floors refer to CROSS-SECTION DETAILS below.

CROSS-SECTION DETAILS

• Show the location and type of wall cladding and roof sheathing including underlays. Include thermal insulation details (for habitable rooms only).

• Provide sufficient scaled .cros-sectiondrawings (1:50 or better) through 'the buiIdin to show foundation details, floor systems, wall, ceiling and roof construction. A finalised roof truss/framing plan must be provided.

• Show construction details of terraces, steps, stairs (internal and external), barriers and balustrades.

• If contains a living area, give details of thermal insulation including type and R. value. (For buildings with glazing less than 30% of wall area, use NZS 4218: Schedule method 'or the caláulation or modelling methods. If the glazing area is more than 30% you can not use the schedule method.

FIRE WALL AND FIRE RATING REQUIREMENTS

• If using an approved and tested system, provide details and state the particular design F1 I type and number here ...................................................

• If the system is specifically designed by an engineer, then supply the specific design. 91 PE SCIFICATIONS

• A written specification is not required provided adequate written and graphic detail is shown on the other plans.

WEATHERTIGHTNESS (For habitable buildings only)

• A Weathertighness Risk Matrix Calculation must be provided — refer to NZ Building Code Li E2.AS1.3.0.

STRUCTURAL BRACING CALCULATIONS

• Supply bracing calculations in an approved form.

• Show the location of the pile bracing elements on the foundation plan, the wall bracing elements on the floor plan and the roof bracing on the truss plan. (For one or two room additions the location, type and value of the bracing element will be sufficient).

SPECIFIC DESIGN

• Where specific design is incorporated in the structure a design Producer Statement (PSi) and calculations from a Council approved engineer must be submitted with the plans. A peer review may be required, which could be provided by Council's engineering consultants at cost to the applicant.

• Include engineer's drawings in line with the works covered by their design. An engineer's E letter of supervision may be required.

NOTE: Any buildings that fall outside the scope of NZS 3604:1.1.2 require specific design. Specific design is also required for structural steel frames, foundations on weak soils, large retaining_walls_and_wastewater_disposal_systems.

APPLICANTS ECLATION: I have provided all the required information

..... . . .. ................... (Applicant,) .. (Date)

OFFJfr USE ONLY OUTCOME OF DECISIONS This application was accepted for lodgement because all required information was supplied

D This application was not accepted for lodgement because documentation was incomplete

Docum tation is now complete and the application is accepted for lodgement

Officer......Date...

OTOROHAN Waikato LLJ

gamata Waupa r.i Hamilton City Council

district council DISTRICT COUNCIL DISTRICT COUNCIL Te kaunihera o Kirukiriroa

WBCG LG-03 Version 1 16/06/2010 Page 2 of 2

Your Ref

In reply please quote If calling, please ask for BAMD0266/ 12 Nicholas Koning

16 May 2012

Versatile Buildings (Frankton) P0 Box 5398 Frankton

Hamilton 3242

Dear Sir/Madam

Building Consent (GarageWorkshop) at 10 Genevieve Way WHATAWHATA

Thank you for sending the amendments for the above building consent.

These have been examined, approved and are enclosed.

Council's costs for processing the amendments amount to $71 .00, as per attached invoice.

Your prompt payment would be appreciated. If payment has not been received prior to the final inspection, your Code Compliance Certificate will not be issued.

Trish Simon REGULATORY SUPPORT OFFICER

Page I of I B26 - BIdFInfRA - veraion I - Aug 07

Lel

Charge GST Amount

$16.09 $2.41 $18.50 $45.65 $6.85 $52.50

$61.74 $9.26 $71.00

Charge Description

Build Admin Processing Building Processing

Total

10

TAX INVOICE/STATEMENT GST NO: 52-054-982 Invoice Number: 31791 Our Reference: BAMD0266/ 12 Date: 16 May2012

Versatile Buildings (Frankton) P0 Box 5398 Frankton Hamilton 3242

101 Building Amendment 2011

Building Amendments Received 10 Genevieve Way WHATAWHATA

REMITTANCE ADVICE

Please post to: Waikato District Council Private Bag 544 Ngaruawahia 3742

Application N umber: BAMD0266/ 12 Applicant: P Wiren, I A Wiren Amount Due: $71.00

For electronic payments please quote your Name and Application Number BNZ 02-0316-0246517-00 Waikato District Council

I - Waikato n i. ~-.Mj DISTRICT COUNCIL

Amendment to building consent

already issued DATE RECEIVED

14/05/ 12

BUILDING CONSENT

AMENDMENT NUMBER: BAMD0266/12

Name of Owner: Peter Wiren, Isobel Anne Wiren

Address: 10 Genevieve Way WHATAWHATA

Description of proposed changes: PA Door on right hand side wall has been removed from the

back window sizes adjusted and corresponding bracing has been amended

0

Amount value of project has increased by: $

Signature of or on behalf of owner:

0 Name:

Please print

Signed:

Date:

Page I of2 802 - S/Il — version 9

3

a.

Office Use Only

Amendment No.: BAMD0266/12

Department Date

received

Date

approved Signature

Time

Spent

Time entered

(Time,fiisciple)

Building

Compliance Officer

Planning

Utilities

Health

7'somply

e amendments have been reviewed and are approved for the reason that they:

with NZBC and relevant NZ standards and I or

J A Producer Statement received and approved.

These amendments have been reviewed and are being declined for the reason that:

A Final Inspection has already been carried out and this amendment was not requested as a result.

They do not comply with Building (Minor Variations) Regulations 2009.

Signature: Date:

(Building Review Officer)

Please state if any extra inspections are required:

Inspection Number Inspection Number

Siting, foundation and repile Post-line - building

Bond beam, beam, column, tilt slabs ___________ Sanitary sewer and stormwater

Pre-floor - building & plumbing Swimming pool fencing

Structural framing (pre-wrap) Heater

Exterior cladding systems CCC (mc! Commercial / Demolition)

Pre-line - building & plumbing CCC Plumbing & Drainage

Total No. of Inspections

Amendment Charges

Amount Charge

Charge for actual time spent processing amendments

Inspection Charges

Photocopy Charges

TOTAL CHARGE I s

Page 2 of2 802 —5/Il —version 9

Waikat, Amendment to building consent QISTPJC.t COUNCIL

already issued 14 MAY 2012

Waikato DiSthcc Coundl

BUILDING CONSENT NUMBER: 3*P 09?~h ..........................

Name of Owner: TOL k1?J

Address: 10 JA/

O ........................................

W#zL

Description of proposed changes: ... i&I41

ivtoy6D cRov, 1}t bAc i4 ,To Tme F(.0MT Ot.3 *r+ie 5ArAc- ALL.

'-(4e W1'JP0I'4 62ES T 0IJDIic

8e3 AJPE..t'

0.00 Amount value of project has increased by: $ .............................

Signature of or on behalf of owner:

Name: .7 ( Please print

3+IL ZThIJ ~ Stgned: ..........................................................

Date: 10 /5

b2006 Pap I o12 I!I2-verion9

H 'H

Office Use Only

Amendment No.:

Department Date

received

Date

approved Signature Time

Spent

Time entered

(Time Disciple)

Building

Compliance Officer

Planning

Utilities

Health

These amendments have been reviewed and are approved for the reason that they;

OComply with NZBC and relevant NZ standards and I or

-1 F A Producer Statement received and approved

These amendments have been reviewed and are being declined for the reason that;

fl A Final Inspection has already been carried out and this amendment was not requested as a result

D They do not comply with Building (Minor Variations) Regulations 2009

Signature: ----------------------------- -------------- Date: ---------------------------------------------------

(Building Review Officer)

Please state if any extra inspections are required:

Inspection Number Inspection Number

Siting, foundation and repile Post-line - building

Bond beam, beam, column, tilt slabs Sanitary sewer and stormwater

Pre-1oor - building & plumbing Swimming pool fencing

Structural framing (pre-wrap) Heater

Exterior cladding systems CCC (md Commercial I Demolition)

Pre-line - building & plumbing CCC Plumbing & Drainage

Total No. of Inspections

Amendment Charges

AmounU - ChW

Charge for actual time spent processing amendments

Inspection Charges

Photocopy Charges

TOTAL CHARGE $

P.p 2 of 2 1(12 —vrion 9

Waikato

DISTRICT COUNCIL

VYes x=No

CUSTOMER DELIVERY Building Consent Checklist

Processed by

CUSTO DE IVERY OFFICER

applicable

Completed

Check that all sections of application form and checklist are completed and form signed Er Two identical copies of all documents and plans received

Application form date stamped with time received and initialled

All plans date stamped clearly (evety page) and all bound documents date stamped on first page

t ' No older than two months 21, Legal description and owners named on application and in Proclaim match Certificate of Title iJ' If not matching - check to see if a Sale and Purchase Agreement required lIE

Original application form with CT and applicant's checklist 21 Basic enquiry screen

I Terraview map: identifying surrounding area and road names

I Terraview map: showing property and legal description

Inspections Required Form b2004 - staple to inside of folder (Not required for PIM only)

Complete Building Consent I PIM Tracking Worksheet b2007

In pencil write application number, owner's surname and project address on folder (check sticker matches

Surname)

If Fast Track - complete Fast Track Building Consent Coversheet b2005 and staple to folder. All plans and ft files to Fast Track tray

Application entered in Proclaim and applicable Events answered E1' Fees invoice and receipt printed - originals to customer and copies included in Consent file (Unless application is submitted by a Master Builder or under Council's Agreement - please indicate)

WEL Wind Farm letter printed - originals to customer and copies included in Consent file (if applicable)

Property file and all cross references attached [] (Check against property in Proclaim for any other cross references, if files are out print off File Tracking stating where)

Once ready for processing, use File Tracking to transfer all files to Plan Room

Does this BC require a Fire Design Review? (See form b3024 - if Yes give directly to Building Review Officer) Yes fl No f

Phone calls/missing files?

Forward Building Consent application folder, both sets of plans and property files to the Plan Room.

b5010 Page I of 1 12109 - version 7

Wai kato TAX INVOICE I OFFICIAL RECEIPT

GST No. 52-054-982

DISTRICT COUNCIL

Private Bag 544

NGARUAWAHIA

Receipt No:

372098

Prone: 07-824-8633

Receipt Date:

13-Apr-20 12

Fax: 07-824-8091

Cashier:

NCC

Printed:

13-Apr-2012 15:09:12

Wiren Peter & Wiren Isobel Anne

10 Genevieve Way

RD 9

Hamilton 3289

Rams: 10 Genevieve Way

WHATAWHATA

QtyI Applic. Reference

Total Amount:

Includes GST of:

Cheque

Total

Rounding

Change

Net

Amount

$680.00

$680.00

$0.00

Amounts Tendered

$680.00

$680.00

$0.00

$0.00

$680.00

Thank you for your payment

Have a Nice Day - from Waikato District Council!

I- '

VVaikato ft

GST NO: 52-054-982 Invoice Number: 31464

DISTRICTCOUNCIL OurReference:BLD0934/12 Date: 13 April 2012

PWiren,lAWiren 10 Genevieve Way RD9 Hamilton 3289

I Building Consents BA 2004

New Construction 10 Genevieve Way WHATAWHATA

Charge Description

Building Accreditation Levy Building Consent 350 Building Site Inspection

Total

Charge GST Amount

$34.78 $5.22 $40.00 $321.74 $48.26 $370.00 $234.78 $35.22 $270.00

$591.30 $88.70 $680.00

REMITTANCE ADVICE

Please post to: Application Numbeti BLD0934/ 12

Waikato District Council Applicant: P Wiren, I A Wiren

Private Bag 544 Amount Due: $680.00

Ngaruawahia 3742

For electronic payments please quote your Name and Application Number BNZ 02-0316-0246517-00 Waikato District Council

13 April 2012

Versatile Buildings (Frankton) P0 Box5398 Frankton Hamilton 3242

Dear Sir I Madam

Ngaruawahia Office (Head Office) 5 Galileo Street, Ngaruawahia, 3720

Ph: 07 824 8633 Fax: 07 824 8091

Area Offices Huntly Ph:07 828 7551 Raglan Ph:07 82581 29 Tuakau Ph: 0800 492 452

Postal Address Private Bag 544, Ngaruawahia, 3742 New Zealand

0800492 452 wwwwaikatodistrict.govt.nz

CC: P Wiren, I A Wiren 10 Genevieve Way RD.9 Hamilton 3289

• BUILDING CONSENT APPLICATION ACKNOWLEDGEMENT: Building Consent Number BLD0934112 - Garage%Workshop at 10 Genevieve Way

Q WHATAWHATA

Thank you for your application for a Building Consent received on 10/04/2012.

Fees and Deposits We acknowledge receipt of your deposit of $680.00 for processing. Please note that after your Building Consent has been granted there could be further fees and charges required.

Processing Council endeavours to process your application within the 20 statutory working days as prescribed in the Building Act 2004, The Due Date for Council to process this application is 9/05/2012, however if further information is required, you will be advised in writing. Your Consent will be put on hold and processing will resume once all requested information has been received.

Inspections Once the consent has been issued, the necessary inspections will be carried out by Building Inspector Nicholas Koning. We will require at least 24 hours notice to book inspections.

Contact Us If you have any questions regarding fees, administration or the processing of your application, please contact Building Administration.

Yours faithfully

Joy Rolton Customer Delivery Officer

B04 - BldAckApp - Version 2—Feb2012

• ••• Waikato 7]

DISTRICT COUNCIL In reply please quote

13 April 2012 Ngaruawahia Office

fice) (Head Of15 Galileo Street, Ngaruawahia, 3720 Ph: 07 824 8633 Fax: 07 824 8091

P VViren, I A Wiren Area Offices

JO Genevieve Way Huntly Ph: 078287551 Raglan Ph: 07 825 81 29

RD9 Tuakau Ph: 0800 492 452

Hamilton 3289 Postal Address Pnvate Bag544, Ngaruawahia, 3742 New Zealand

0800 492 452 www.waikatodistrict.govt.flz

Dear Sir I Madam

O BUILDING CONSENT APPLICATION ACKNOWLEDGEMENT: Building Consent Number BLD0934/1 2 - GarageWorkshop at 10 Genevieve Way

0 WHATAWHATA

Thank you for your application for a Building Consent received on 10/04/2012.

Fees and Deposits We acknowledge receipt of your deposit of $680.00 for processing. Please note that after your Building Consent has been granted there could be further fees and charges required.

Processing Council endeavours to process your application within the 20 statutory working days as prescribed in the Building Act 2004, The Due Date for Council to process this application is 9/05/2012, however if further information is required, you will be advised in writing. Your Consent will be put on hold and processing will resume once all requested information has been received.

Inspections Once the consent has been issued, the necessary inspections will be carried out by Building Inspector Nicholas Koning. We will require at least 24 hours notice to book inspections.

Contact Us If you have any questions regarding fees, administration or the processing of your application, please contact Building Administration.

Yours faithfully

Joy Rolton Customer Delivery Officer

B04 - BldAckApp - Version 2—Feb2012

DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS

JLL? @ffaT@MN

INTRODUCTION. EXTENDED MAINTENANCE, PAINTING OR REPAINTING.

To satisfy the requirements of Clause B2:Durability ofthe New Zealand Building Code, the following provisions must apply to the metal cladding.

Extended Durability

. Once the metallic coating or the paint system has weathered away, signs of red rust for bare material or signs of the metallic coating for painted material painting of the entire surface is required to extend the

RANGE OF PRODUCT AND USE. life of the cladding product. Paint manufacturers recommendations are to be followed for the surface

Specification: AS1397:2001 preparation and paint type to be used.

Coating Type: Zinc/Aluminium & Painted Steel Thickness Range: 0.35mm - 0.95mm BMT Evident Corrosion Steel Grade Range: G300 - G550 Application: Cladding for Building Importance Level 1, with a 50 year working life. • Areas that show signs of white or red rust/corrosion (typically in unwashed areas) require cleaning back

Refer AS/NZS 1 1 70.0:2002 with a stiff brush and cleaner to remove all dust, surface contaiminants and corrosion products and Fasteners: Galvanised clouts. Aluminium rivets for all steel componants. present a sound substrate for painting. Priming of the surface and application of two coats of paint as

lFlll4:1986 per the Paint Manufacturer's recommendations is then required. Particular attention needs to be paid to laps (side, end, flashing etc) where earlier corrosion may start due to moisture and dirt entrapment. If evident corrosion is not treated quickly, rapid deterioration of the sheet may occur which could result in perforation. At this stage replacement of the affected sheet is the best option.

REQUIREMENTS, LIMITATIONS AND EXCLUSIONS. . Applicable to buildings in Sea-Spray zone and exposure zones A,B,C & D in accordance with Clause 4,

Durability, NZS 3604:201 1 which is an acceptable solution under clause B2 of the NZBC. REFERENCES. . Fixing and installation ofthe cladding must be done exactly in accordance with Versatile Buildings i . NZBC - Compliance Document - Clause B2 - Durability.

Specifications. 2. NZS 3604:201 1 , Section 4, D ura bility* . Normal and regular maintenance must be carried out on the exterior surface of the cladding, and the

following guide must be followed to ensure the durability requirements are met. *NZ53604 has been used as a reference only to identify Corrosion zones, Sea spay zones and areas of Geothermal activity.

REGULAR MAINTENANCE. . ........

Exposure zones A,B,C & D. (All areas other than sea spray zones - see below) 1 0

• Rain washing only required on the exposed sections, sheltered or protected areas such as under spouting , top cladding boards and tops of doors require washing every 3 months. Reftr;od to .....................................

Sea spray zones (Within 500m from the sea or I OOm from sheltered harbours or inlets) and areas of geothermal activity.

'WIAIKATO—D—ISTRICT COUNCt

Hdinq Conant Number Rain Washing only required on exposed areas. Sheltered and protected areas such as under spouting, I n-.. ,

I 1 2 top cladding boards and tops of doors require washing down every month and when corrosive salts are present.

[ APPROVED

/wsATllL MiTek' HOMES & BUILDINGS copydgtn: M,Tec New ZtIand Lid

For: Peter & Isabel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata

VB2000

Durability Statement

I Sheet3of24 1

d I- -J

Mr & Mrs Wiren 10 Genevie Way

VER5ATIL B1)ILDINGS Scale: 1:500 Land Area 6764m2

Eol

NOTES

Allowable Ground Bearing Pressure Guide: The soil below the underside of the foundation may be assumed to have an allowance bearing pressure of not less than 100 kPa when no organic topsoil, soft peat, soft clay that contains stones, or fill material that has not been plavced in accordance with NZS 4431 is found or if adjacent similar type buildings supported on ootings similar to those to be constructed show no signs of settlement or cracking.

100mm thick concrete slab (17.5mPa min @ 28 days)

M12x135 Anchor bolt with 50x50x3 on DPM. Shrinkage control washer at 100mm crs. joints shall be used (bay

F, width shall not exceed 3m and ratioof2:1).

90x45 SG8 1-11.2 Bottom Plate DPC

Where the allowable soil bearing pressure is less than 5OkPa drill 200mm diameter holes @ 2m ctrs to lOOkPa allowable bearing and fill with concrete (where holes are over 600 deep reinforce with 1/D10 rod).

tJJ Cl) Lu I- I- I 0 >- 0 0 0

E Q

oil CGL >' 100 /

\ ., 0 \/ X

200

I

0 A 0

0.25mm Polythene DPM

25mm sand binding

Compacted GAP40

b basecourse to solidearing. Remove all

vegetation.

I WAIKATO DISTRibTcgj I ulI1irg Consent Number

O34/i2

'APPROVED

200mm wide concrete -.. foundatloiill reInforced

Mii) :1 ......... allowablebr ..ng pressure

4' 0 APR 1912

\

(0 ci) I-

DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS ISA C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS

I iPENZ IARCI4ITECTSt$kld C A Building Code Clause(s) .............

AC'1Z

PRODUCTER STATEMENT - PSI - DESIGN (Guidance notes on the use of this form are printed on the reverse side

ISSUED BY: Frederick Smith ................................... (Design Firm)

TO: . Peter&IsobelWiien ......................................... (Owner/Developer)

TOBESUPPLIEDTO ............................................................................................... (Building Consent Asttioriiy)

IN RESPECT OF: . Stand Alone, Non-Lined, Non-Habitable, .Importance .LI.1 . Fpiio. (Description of Building Work)

AT: lOGenevieWay, Wh ?wl!at.a.,.Nw Zealand ................. (Address)

............................................................ LOT .............. DP ............... SO ...............

We have been engaged by the owner/developer referred to above to provide.SU.ct!.kr? gip.eirg . p .ign

........... . .................... services in respect of the requirements of

(Extent of Engagement)

Clause(s) B.............................................. ofthe Building Code for

0 All or ® Part only (as specified in the attachment to this statement), of the proposed building work.

The design carried out by us has been prepared in accordance with:

FI Compliance Documents issued by Department of Building & Housing. 1?M1.,./VM4 /S. 1.7.Q,.I1S.31Q1 (verification method /acceptable solution)

. &. NJ .Q4.(p.n.ly.wt. pc to thedefifljtjqr:l .Qf.c9d.G.rpp.d.) .................................................... or

El Alternative solution as per the attached schedule ..................................................................

The proposed building work covered by this producer statement is described on the drawings titled. (Li. .FQY!1 c1 iP.fl Pt.B.i(.

.................... and numbered 5heet6of24

together with the specification, and other documents set out in the schedule attached to this statement.

On behalf of the Design Firm, and subject to:

Site verification of the following design assumptions. Q9Pø. non-expansiveclay. &

. Vltimt.e. BearingCap.ci (y. 3P.0.k?);. . a kPa;.C.(D. Orn/s..................................

All proprietary products meeting their performance specification requirements;

I believe on reasonable grounds the building, if constructed in accordance with the drawings, specifIcations, and other documents provided or listed in the attached schedule, will comply with the relevant provisions of the Building Code. I, .rr1qk. S.rfth ......... am: CPEng .34469 .... .

(Name ofDeoign Professional)

E RègArch . .... .....................

I am a Member of: IPENZ NZIA and hold the following qualifications: Must

The Design Firm issuing this statement holds a current policy of Professional Indemnity Insurance no less than $200,000* .

The Design Firm is a member of ACENZ OYES ®NO

SIGNED BY.Frri.c)cmth...........................ON BEHALF OF F..$MITh.cQSUL 1f3 .ENGI.NEER.......... /

(Design Firm)

Date.lst FebruarY. 2012 (signature). .

Note: This statement shall only be relied upon by the Building Consent Authority named above. Liability under this statement accrues to the Design Firm only. The total maximum amount of damages payable arising from this statement and all other statements provided to the Building Consent Authority in relation to this building work, whether/n contract, tort or otherwise (including negligence), is limited to the sum of $200,000*.

This form is to accompany Form 2 of the Building (Forms) Regulations 2004for the application of a Building Consent.

PRODUCER STATEMENT PSi 1

May 2007 SCALE: A3-1:5 THIS FORM AND ITS CONDITIONS ARE COPYRIGHT TO ACENZ, IPENZ AND NZIA

= 1DE- MiTek New Zealand Ltd.

gam HOME OF ANG4ML® BUNG SYSTEMS MiTek' HOMES & BUILDINGS Copymjtru MfThrk New Zealand Ud.

For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata

r ENGINEER 1

Fredrick Smith J

VB2000

Foundation Details

I Sheet6of24

[N OlE S

Ni : ROOF 6 Rib 0.35mm roofing over roofing underlay over

90x45 SG8 H1.2 purlins @ 1000mm centres max, fixed between trusses.

• For purlin fixings, bottom chord truss stiffeners refer to 'Roof Framing' sheet 10 of 24. • For truss centres refer to 'Floor Plan General' sheet 7 of 24. • For truss design and fixings refer to 'Truss Design' sheet ii of 24 to Truss Fixing Details' sheet 13 of 24.

N2 : WALLS Superclad cladding over 90x45 SG8 H1.2 studs @

600mm centres max with 1 rows of 90x45 NLB H1.2 dwangs.

N3: FLOOR For foundation details refer to 'Foundation Detail'

Ni

sheet 6 of 24. c)

CD (.'1 Nr ('.1

Mail 1ot ..........................

0 I- -J

> AW


1s1,Is

WAIKATO DISTRICT COUNC Building Consent Number

0934 /12 APPROVED

SCALE A3-1 :50

HOME OF GANG-NAILO BUHNG SYSTEMS

MiTek' HOMES & BUILDINGS Copyigflt MiTek New Zedand Lid.


ENGINEE

CPA I Claude AntMrCarter Cook

VB2000

Unlined Cross Section

I Sheet9of24 J

(I


NOTES STANDARD TRUSS STIFFENER

All pUrlins 90x45 SG8 H1.2 at 1000mm centres max fixed between trusses. All truss stiffeners 90x45 SG8 Hi .2. Refer to Truss Design (sheet 1 1 of 24) for centres

Truss — —Truss PURLIN FIXING DETAILS

Plan View Elevation View Ridge Brace. 0x3.l5mm nails each end. \FL

= (1) I

Purlin A (3) = CPC4O fixed both

sides, with PurlinA = (1,2) = (2) 2/Type17screws& '

4/30x3.15mm nails. (3) Tylok 4T5

90x45 SG8 Bottom I– F- Chord Stiffener.

SCALE: A3-1 :20 Nail 21900.15mm nails (1,2) through the truss chord into the end of purlin A. Skew nail 11900.15mm nail (3) from purlin A into the truss chord.

Plan View Elevation View

Mai' Rat ......................................

10 APR 2012

— j -

(6) PurlinB

Purlin B c(6)

(4;,5

fl9341

VE

12

__

J Skew nail 21900 . 1 5mm nails (4,5) through the truss chord into the end of purlin B. Skew nail 11900 . 1 5mm nail (6) from purlin B into the truss chord.

SCALE: A3-1 :5

7\nuR , - MiTek New Zealand Ltd.

\\\/wsATllL MiTek" HOMES& BUILDINGS Copygfl: wrek New Zeatand Ud.

..

For: Peter & lsobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata

VB2000

Roof Framing

I Sheetloof24 1

4

C') (9

LU

Uj


DESIGN LOADS GABLE TRUSS CORNER STUD I BOTTOM PLATE FIXING Dead Loads for Light Roof:

Truss Top Chord 0.15kPa (includes weight of trusses, purlins , associated framing and zincalume roof). Truss Bottom Chord=O.2OkPa for trusses @ 1200ctrs with ceiling.

Live Loads: Truss Top Chord= 1.1kN concentrated load, 0.25kPa uniform load. Truss Bottom Chord=O.9kN concentrated load below 1200mm head height and -

-/\---- -MA-- -

1.4kN concentrated load above 1200mm head height. Cornerstud - Wind Loads: Tylok 214 nailed Bottom Tylok 214 nailed

Roof= Cfig = -1.1 to the top, plates 1 to the top,

- Bottom

between the bottom plates.

between the bottom plates

TRUSS DESIGN plate

Tylok 2T4 nailed fT Tylok 214 nailed

to outside face of ______________ _________ to outside face of

corners studs - corners studs

Corner Cross Section Corner Plan

1 Ox 10

i Mai' Ret....... ........................... TRUSS STUD I BOTTOM PLATE FIXING

10 APR 2012 5x10 8x18 5x10

. Refcrredto:....................

6000

Stud Stud 7/

Scale: A3-1 :40 Tylok 2T4 nailed I to each face of

NOTE: 0 Indicates location of Bottom chord brace (truss stiffener).

Bottom plate under or closest

- studs directly Bottom plate

Indicates the truss camber (typical). to trusses.

All truss plates are Gang-Nail GNQ type.

Nail plates are to be fully pressed home on both sides of joints. The nail plate axis must be located in the specified or indicated direction.

Top and Bottom chords to be 90x45 SG8 Hi .2 Radiata pine. Cross Section wATo U ii Stud Face

r DtSTRTCO All webs to be 70x45 SG8 H1.2 Radiata pine. Sullclft

0934/12 APPROVED SCALE: A3-1:5

Tv-T,R M!Tek New Zealand Ltd.

amn HOME OF GANG-NAIL01 BUILDING SYSTEMS

I\\/'vsATllL MITek" HOMES& BUILDINGS

Copylgfl Mflk New Zealand Ud.


P. e]Il1

I.

VB2000

Truss Design

I Sheetliof24 I

0 I- -J a z w N

LU z a —J z 0 U) Ii- 0


_

GABLE TRUSS I CORNER STUD FIXING TRUSS I STUD FIXING

Truss Truss Truss

Tylok 2T4 Tylok 4T5 to

each end oftruss. lop plate Top plate

o I Lumberlok CT200.

____// 7/30x3.15 nails to truss. Stud. 4/30x3.15nailstostud/topplate.

Inside Stud Face rwAIKA Stud Fac Building ConeptNbr 2(12 0934/1.2

_______ Truss Truss L

• o o

oo

0

Lumberlok CT200.

Top Plate b 7/30x3.15 nails to truss. 4/30x3.15 nails to stud/top plate.

90x3.15 nails @ 600 ctrs from underside of top plate into truss. - TyIok2T4 Tylok4T5

Stud Stud

SCALE: A3-1:5

A V SCALE: A3-1:5

iff

MiTek' HOMES& BUILDINGS Copdgflt NArrbk New Zedand Lid.


,ZNGINEEft

I

Claude Ant arter Cook

VB2000

Truss Fixing Details

I Sheetl2of24 I

0 I- -J 0 z

N

w z


_

TRUSS I JACK STUD FIXING

Truss Truss

p Tylok 2T4____

Top plate Top plate

oo o

10 APR 2012

Lumberlok CT200. 7/30x3.15 nails to truss. 4/300.15 nails to stud/top plate.

Outside Stud Face Inside Stud Face

Truss

Lumberlok DISTIPtial 7/300.15 4/30x3.15 nails to stud/top plate.

0934 I 1 2

Jack stud ________________ - Tylok 2T4 APPROVED

Tylok 4T5 each face

Typical lintel

SCALE: A3-1:5

HOME OF ANG44MLe BUILDING SYSTEMS '7 w2mW79LIF MiTek HOMES & BUILDINGS Copydgle: MflK New Zealand Ud.


ENGINEE

I

LC AntUmrCarter Cook

kyj AIIi1i

Truss Fixing Details

I Sheetl3of24 I

4

d I- -J

'-F


TILT DOOR

Aluminium Joinery

LI LFefcrred

Structural truss Board & batten gable Structural truss Board & batten gable

cladding cladding Bottom tr:c

l@ :::::g

Bottom tr:Pc

F

220 Supeladcdding 2420

Trim studs to be laminated with

90x3.15 nails 300ctrs staggered

and 2 nails directly below lintel (typical).

Trim studs to be laminated with

90x3.15 nai!s @ 300ctrs staggered

and 2 nails directly below lintel (typical).

ALUMINIUM JOINERY

Bottom plate

Floor Level Floor Level

Bottom plate

Floor Level

WAIKATO DISTRICT COUNCIL uiIdlng Consent Number

0934 /12 APPROVED

SCALE A3-1 :10

HO: :::::::

MiTek' HOMES& BUILDINGS Copy,1hT, MITEc New Zealand Uci


--ENGINEE

a


VB2000

Opening Details

Sheet 14 of 24


Aluminium Joinery Aluminium Joinery

M ct ....................................

1 0 APR 2012

Fefcr rod t ..................................

—--: - 2— Structirfarifuss

Structural truss Board & batten gable

--I;

cladding

Bottom truss chord--- Purliri--

Top plate Top flashing Top plate- ~ . Top flashing

2420 2/190x45 lintel. Plys nailed 2420 with 90x3.15 nails @ 200ctrs fixed from alternative sides

1/90x45 on Flat lintel, fixed to - and fixed to trimmer studs

trimmer studs with 3/90x3.15 Head Flashing with 3/90x3.15 nails each Head Flashing nails each end. 400mm Sheet 2000 end. 2000 brace strap 6 /

30x3.15 nails ALUMINIUM into both lintel JOINERY and stud.

ALUMINIUM

b~ l JOIN ERY

Trim studs to be - 90x45 on Flat Sill Trim studs to be laminated with laminated with

90x3.15 nails @ 1210 90x3.15 nails @

300ctrs staggered 300ctrs staggered 90x45 on Flat Sill

and 2 nails and 2 nails directly below directly below 910

lintel (typical). lintel (typical). Superclad cladding

Superclad cladding

Floor Level Floor Level Floor Level Floor Level

Bottom Bottom plate-.--

400mm Sheet brace-" strap taken under

plate and up each side of side with 6 /

30x3.15 nails into each side of stud.

COUN SUIlding Consent Number

APPROVED

SCALE A3-1:10

SCALE A3-1 :10

7v7T1R-- MiTek New ZeaDand Ltd.

\\/wsATllLr HOME OF GANG-NAIIJ' BUILDING SYSTEMS

MiTek' HOMES & BUILDINGS CopyrIg?lt MFrelc New Zand Lid.


ENGINEE

*


VB2000

Opening Details

Sheet 15 of 24


PA DOOR

0 I- -J 0 z

N

w z 0 —J

z

0) U- 0

vel

(45 on Flat lintel, fixed to ier studs with 3/90x3.15 each end.

ks' .-.

Mail Bet ......................

APR

geterred ............................ —

Structural truss

Top flashing

Superclad cladding

Head Flashing

Cup Flashing

PA Door - Open In

Top

Trim

Bottom i

UJ

I- 0 z I- (I)

Lu

(1) 0

ullding Consent Number

0934/12 APPROVED

HO AG NG SYSTEMS

MiTek'' HOMES& BUILDINGS COPYFIght MTk New Zeelanct Uci.

For: Peter & Isobel When 10 Genevie Way, Highbrooke R D 9 Whatawhata

ENGINEE

I


VB2000

Opening Details

Sheet 16 of 24


CORNER FLASHING DETAIL (NON HABITABLE) BASE FLASHING DETAIL STANDARD WINDOW HEAD DETAIL

!1!2L Mt

\

1 0 APR 2012

45x45mm Corner fIashng

A SuçrcdcIadng....................

Stud_:

-

Superciad cladding - Corner stud

- Head flashing

III?cIII Base flashing

Colorsteel roll formed cladding Mullion flashing

I 4mm Glass pane

35x12 CF timber packer

Scale A3-1 :5 . Scale A3-1 :5 Scale A3-1 :5

SUPERCLAD JOINTER DETAIL (HABITABLE) STANDARD WINDOW JAMB DETAIL STANDARD WINDOW MULLION DETAIL

90x45 SG8 H1.2 stud

Superclad roliformed cladding _____ ____________Stud

PVC Back flashg and 35x12 CF timber batten 35x12 CF timber batten

4mm Glass pane 4mm Glass pane

Scale A3-1 :5 Jamb flashing Mullion flashing

PVC Back flashing

Outer jointer cap PROVED NTS Scale A3-1 :5 Scale A3-1 :5

W~ '. M!Tek:New Zealand Ltd. ME HOME OF GANG-NAILM BUILDING SYSTEMS 0

MiTek . HOMES& BUILDINGS Oopyeçjlt re7e1 New Zealand Lid . .. .


VB2000

Flashing Details

I Sheet 21 of24 I

LU (/, LU = I—

I— = C

0 0 0


STANDARD WINDOW SILL DETAIL TILT DOOR HEAD DETAIL TILT DOOR JAMB DETAIL

M:nI 1Cf ...................................

-.- 35x12 CF timber Batten . StruCtual Truss

o APR 2012

. 4mm Glass pane

Board & Batten gable cladding

- . .- -rfflIIt1door.panel...................... I[

7 Sill 90x45 SG8 NLB

Doorjamb flashing > Sill flashing Head Flashing

Cup Flashing Trim studs . SuperClad cladding

Tilt Door Panel

-.- \ Stud Colorsteel roll formed cladding

Scale A3-1 :5

-

Scale A3-1 :5 Scale A3-1 :5

PA DOOR HEAD DETAIL PA DOOR JAMB DETAIL (OPEN IN) ALUMINIUM WINDOW HEAD DETAIL

PADoor I Superciad cladding over

\ Lintel assembly / / I building wrap dressed into

. I Lintel assembly varIes_\\

(See Opening Details Sheet). (/

J___SuPerclad Cladding

. Door inner and outer jamb

________ flashing with 35x12 CF timber packer

varies / / I — opening with flexible

(See Opening - I flashing tape over wrap to

Details Sheet). head corners

Side Door Cup Flashing - Trim stud

Air seal on PEF _'IJ ----_ Head Flashing

rod with packer

PA Door Colorsteel rollformed cladding Aluminium Window

WAIKATO D,Tr"CT COUNCIL - Buding Connt Number

0934/12 Scale A3-1 :5 Scale A3-1 :5 Scale A3-1 :5

APPROVED

v—m MITekNewZeallandLtd \/wsATllL HOME OF GANG-NAILI> BUILDING SYSTEMS

MTek HOMES & BUILDINGS Coflig1n- MiTec New Ze2dencl Lid.


VB2000

Flashing Details

I Sheet 22 of 24 1

- -

0 I- -J 0 z

N

uJ z 0 —J co z

0) LI

0

I- I 0

>-0 0 0


ALUMINIUM WINDOW JAMB DETAIL ALUMINIUM WINDOW SILL DETAIL ALUMINIUM SLIDER DOOR HEAD DETAIL

cL M:-i ef ................................

APR 2012 Head flashing to run 20mm min past

— —'

• I I Aluminium flange. Lintel assembly

efcrred

Air seal on PEF rod with packer. Flexible flashing tape Aluminium Window

varies .--.

es

- - - Bitumac building paper taped around 100mm upjambs -

., (See Opening

__J with flexibleflashing tape

7 opening frame as per . Details Sheet). . over wrap to head corners

' r NZBC Clause E2

Aluminium flange over cladding __ Air seal on PEF rod ____

__

Sill Flashing Air seal on PEF ____ Head Flashing foam infill over coloursteel roll formed cladding over PVC back Frame block used for rod with packer

er flashing over bitumac building pap . sill suppo on H3.1 Superclad cladding over

_____________

packer flexible flashing tape

Trim Studs over builing wrap

-

Aluminium Slider Door

Scale A3-1 :5 Scale A3-1 :5 Scale A3-1 :5

ALUMINIUM SLIDER DOOR JAMB DETAIL ALUMINIUM SLIDER DOOR SILL DETAIL RIDGING DETAIL

Roofing pans turn up at - Head flashing to run 20mm mm past top of sheets. Aluminium flange.

' Air seal on PEF rod with packer. Bitumac building paper taped around _ Aluminium Slider Door

40mm Alu. edge cover

- — / opening frame as per

/\ eL- -

NZBC Clause E2 Longrun colorsteel roofing over roofing

Aluminium flange over cladding Air seal on PEF -ii

underlay. foam infill over coloursteel roll rod with packer formed cladding over PVC back flashing over biturnac building paper. . .

H3.1 Support Packer 90x45 SG8 H1.2

- Trim Studs . on sill flashing coUNC Ridge Purlin.

— WAUATO

Bthfl9 Con.t umbe1

APPROVED Scale A3-1 :5 Scale A3-1 :5 Scale A3-1:10

rv-1[jR-- MITek New Zealaind Ltd

Mm HOME OF GANG-NAII$' BUILDING SYSTEMS \/v1sATllLLE MiTek HOMES & BUILDINGS

Copy?lghi: Mireic New Ze'.JancI Ud.


VB2000

Flashing Details

I Sheet23 of 24

d I- -J

z

N

uJ z

uJ

I- 0 z I- Cl)

C/) 0 z

0 LU C/) LU I

Of

Cl-

I-

I- = C

>-

0 0


SOFFIT BARGE DETAIL

6 Rib Roofing

415 Tylok plate

CPC40S fixed with 3x30x3.15 nails to block & 2xlype 17 35x14g tek screws to truss

Barge flashing over 45x20 barge batten.

Barge liner flashing

70x45 Soffit block

Structual gable truss

Colorsteel Cladding

GUTTER DETAIL

Colorsteel roofing over roofing underlay

150x60 rollformed gutter

Top flashing

Colorsteel roilformed cladding

Wato )st1ct Ocnrncfl MailRef ... ...............................

1 0 APR 2012

Refcrced tu.. .... ... ........ ..................

Scale A3-1 :10

Scale A3-1:10

14,

Buildirg Consera Number

0934 / 12 APPROVED

mmUR— MITek !New Zealand Ltd.

71 Mm HOME OF GANG-NAILO BUILDING SYSTEMS VEMMTKE MiTek HOMES & BUILDINGS C0pyi1t Mfec New Zeal1C1 Ltd. -


VB2000

Flashing Details

I Sheet 24 of 24 1

I -

w (I) LU

I-

I- = 0

>-0 0 0

ENGINEERED BY:

TW

M111"ek TI

PRODUCER STATEMENT AND

STRUCTURAL DETAILS

CLIENT:

Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata

INDEX

Contents Producer Statement Durability Statement Site Plan Concrete Floor Plan Foundation Details Floor Plan General Elevations Unlined Cross Section Roof Framing Truss Design Truss Fixing Details Truss Fixing Details Opening Details Opening Details Opening Details Roof Bracing & Wall Bracing Demand Wall Bracing Achieved Wall Bracing Achieved Bracing Elements

r-\ 4;L- rIdbIuIIIy IULCIII

Flashing Details Flashing Details

WftJKATO DISTRICT COUNCIL BCMendment BAMD

0266/12 -

S

BUILDING:

Model: Size: Wind Zone: Snow Loading: Earthquake Zone: Soil Class: Roof Details: Trusses: Wall Framing: Cladding: Downpipe Size: Floor Type:

Versatile 600 Series 7.200m long x 6.000m wide, 2.420m stud height High None region, OkPa

D&E Deep to very soft 15 degree pitch, 6 Rib 0.35mm roofing 90x45mm kiln dried Hi .2, stress graded timber as per floor plan 90x45mm kiln dried H1.2, stress graded timber Superclad profile, Board And Batten Round PVC 65mm Diameter PVC Concrete

PPROVED

?MENDED PLAN

I certify that buildings erected in accordance with these drawings will conform to the requirements of the New Zealand Building Code.

Claude Antony Carter Cook BE (Hons), MIPENZ (ID: 240891) CPEng, lntPE

COPYRIGHT: These drawings must not be reproduced without express permission from MiTek New Zealand Ltd and Span bud New Zealand Ltd.

Sheet 1 of 23 BUILDING CONSENT AUTHORITY:

EXPLANATION This design covers the structual aspects of Construction of a Versatile 600 Series building. The sequence of design information is broken down into the following categories: • Foundation. • Wall Framing. • Truss Design. o All Structural Fixings. • Building Stability Design for both roof and walls.

All other aspects of the structure are constructed in accordance with the standard Versatile Buildings details.

These buildings have been designed for a Building Importance Level 1, with a 50 year working life. Refer to AS/NZS 1170.0:2002

Copyright: These drawing must not be used without express prior permission from MiTek NZ Ltd. and Spanbild NZ Ltd.

d

-j

z

uJ N

LU z

DESIGN LOADS Dead Loads for Light Roof:

Truss Top Chord= 0.1 5kPa (includes weight of trusses, purlins, associated framing and zincalume roof). Truss Bottom Chord=0.2OkPa for trusses @ 1200ctrs with ceiling.

Live Loads: Truss Top Chord= 1.1 kN concentrated load, 0.25kPa uniform load. Truss Bottom Chord=0.9kN concentrated load below 1200mm head height and

1.4kN concentrated load above 1200mm head height.

WAJKATO DISTRICT COl

L Wind Loads:

BC Amendment BAMD Building designed for High wind conditions.

Seismic loads: 0266/12

Building designed for Seismic Zone 1

APPROVD Snow loads:

Buildings designed for None, 0.OkPa

Refer to MiTek New Zealand Ltd for any design modifications required for increase in snow loads or wind loads above those stated on the drawings.

DESIGN REFERENCES • Compliance Document for the New Zealand Building Code Clause BI Structure Amendment 11. • NZS3603:1993 Amendment 4, Cited Verification Method. • NZS3604:201 1 Cited Verification Method. • AS/NZSI 170 Part 0:2002, Cited Verification Method. • AS/NZSI 170 Part 1:2002, Cited Verification Method. • AS/NZ5I 170 Part 3:2003, Cited Verification Method. roft

• ANSI/TPI1 - 2002, Alternative Solution. L.J.LN


r- P EZ - .ARCf4JTECTS $t*W#L Building Code Clause(s).B .............

ACBIZ

PRODUCTER STATEMENT - PSI - DESIGN (Guidance notes on the use of this form are pnnted on the reverse side*)

ISSUED BY:.MiTek.NZ. 4d ............................................................................................ (Design Firm)

TO: . .e.r.a.iseI.Wiren (Owner/Developer)

TOBESUPPLIEDTO ............................................................................................... (Building Consent Authority)

IN RESPECT OF: . (Description of Building Work)

AT: 1ighbropke,RD9, Watawhta Zealand (Address)

............................................................ LOT .............. DP ............... SO ...............

We have been engaged by the owner/developer referred to above to provide.PgiTtflg pesin

.................................................. services in respect ofthe requirements of (Extent of Engagement)

Clause(s) .B-of the Building Code for

O All or ®Part only (as specified in the attachment to this statement), of the proposed building work.

The design carried out by us has been prepared in accordance with:

JJ Compliance Documents issued by Department of Building & Housing. FJZS 117Q (Parts ,2,3 & 5), NZS36031 993, (verification method/acceptable solution)

- NZS3604:2011 or

Alternative solution as per the attached schedule ..................................................................

The proposed building work covered by this producer statement is described on the drawings titled ..................... -------------------and numbered .She.et.1 .t9.23

together with the specification, and other documents set out in the schedule attached to this statement.

On behalf of the Design Firm, and subject to:

Site verification of the following design assumptions ........................................................

All proprietary products meeting their performance specification requirements;

I believe on reasonable grounds the building, if constructed in accordance with the drawings, specifications, and other documents provided or listed in the attached schedule, will comply with the relevant provisions of the Building Code.

I, ............................................ am:CPEng .24P.9. 1 ................... # (Name of Design Frofessional)

0 RegArch ....................... I am a Member of: IPENZ R NZIA and hold the following qualifications: . CP. E.rtg,.lntP.

The Design Firm issuing this statement holds a current policy of Professional Indemnity Insurance no less than $200,000* . The Design Firm is a member of ACENZOYES ® NO

SIGNED BY . çJay . Aflt9fly . QrterCQ9k .N BEHALF OF MiTek.NZ Ltd (Design Firm)

Date.lst P.u.rY.?P2 (signature) .... ............................................

Note: This statement shall only be relied upon by the BuConsent Authority named above. Liability under this statement accrues to the Design Firm only. The total maximum amount of damages payable arising from this statement and all other statements provided to the Building Consent Authority in relation to this building work, whether in contract, tort or otherwise (including negligence), is limited to the sum of $200, 000u.

This form is to accompany Form 2 of the Building (Forms) Regulations 2004for the application of a Building Consent.

PRODUCER STATEMENT PSi

May 2007

THIS FORM AND ITS CONDITIONS ARE COPYRIGHT TO ACENZ, IPENZ AND NZIA

MTek New Zea'and LtcL

HOME OF GANGNAILD BUILDING SYSTEMS \7vsATllL1 MiTek" HOMES & BUILDINGS COpyriçJ1i MiTe. New Zccxtancl Ud.


VB2000

Producer Statement

I Sheet2 of23 1

04 I

rn x

0

C.) I

-Expansn Cut

C.) • C.) I

)< Ej

0) 0

0

PA Door Open In

(Jt (0 (0

0 NJ

(ii

N.) C)

(Y1 (0 (0 0

BCPi1endfle1 t

0Z661 IZ

A R _P R 0 V ~Et: DY)

DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS ISA C .A . D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS

7180 c,. I-

c,- 1

0 • 0•

CD

CD CD

D I 0 •

1522

612 7180 cr 0 •

CD 0 CD

.1. 612 910 5658

7180

M?1 . D1X3 SCALEA3-1:50 2 '-

I- I 0

0 0 0

— MiTek New Zealand Ltd

HOME OF GANG-NAIL UaLDING SYSTEMS

MTek HOMES & BUILDINGS

L Copynght mirret, New ZeeJ1i


VB2000

Concrete Floor Plan

Sheet 5 of 23

C)

0 C

C)

- c-n CID

C (0.

gcn N) T1 C

C) — C)Ca)O1

c-ct

Ni

>< Ni

C - C a

c-n (a) C,)

(a)

U0 Ni

S

(a) C)

01

c,, i--n 00 Ln >) -

c-n-

DIMENSIONS IN mm UNLESS OTHER\NISE STATED THIS ISA C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS

7200

?00 2417.5

4782.5 2E-L : SG-CG

1 070x2350 21190x45

k000 X m0Zj,- Z Wit IBflPV

PoarASnhll SB IOIJ °'!S a MOPUIJ(4 pinpunts SON

/>K\ Non Standard Window SIze not as illustrated (a S 'N,.,, Actual trim 2420w x 122011 a

PA Door 2E-R : Open In 1070x2350

1/90x45 on Rat 2/1 90x45

1532.5 4782.5 I I I I

622.5 2417.5 7200

700 ITruss Centres 1800 1800 1800 1800

BC Amendment BAMD

0266/12

APFfQ1 D

7ENDED PLAN 1X3

SCALE A3-1:1 00 2

RUM (a HQ f! \\V&SXTllLE MFrek ., HOMES& BUILDINGS

Copvrtgrfl: MITek '4ew Zeabarlcl Ltd


r

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VB2000

Floor Plan General

Sheet7of23

1D-R: SG-CG 1 980x1750

IllhI1III1I1IHhI11llll 111111 1111 II IliulIlfi 1111111111 111111 IIHhhHhhHhIIIillhIIIIIIflhIll uN

Tiltdoor PA Door

2E-R: SG-CG

2332h x 2600w

Open In

1 070x2350

NJ

I-.

0

>- 0 0 C-)


WAIKATO OISTKI. I ULJUNL.l

BC Amendment BAMO

ELEVATION VIEW I

ELEVATION VIEW 2 0266/12

APP ROVEP -

—_15° _ -

- . . . . . , : :! I;

: ! ; , •

: I:! . • I • ! •' •

1'

:L!i;I:t;,t "IIljiNIh ; 1I:I I lit 77

4A : SG-CG 2A-L: DG-CG 770x850 1070x1750

2E-L: SG-CG 1070x2350

ELEVATION VIEW 3 ELEVATION VIEW 4 PLAN

CALE A3-1:50

rNnoR-- MiTek New Zealand Ltd.

,

®

MiTek V HOMES& BUILDINGS Copyri9h• Mff& New ZeIand Lid. -.


ENGINEER


VB2000

Elevations

Sheet 8 of 23

€JIjGIDE MN

BUILDING UNITS EARTHQUAKE DEMAND Using NZS 3604:2011, Section 5 bracing design, Table 5.10- Bracing demand for various combinations of cladding for single and two-story buildings on concrete slab-on-ground (2 kPa floor load, soil type DIE, earthquake zone 3)

Roof cladding Single story Roof pitch degrees Single story walls

Light roof Light 15 0 6 BUIm2

Multiplication factors = EQ zone 1

Soil class = D&E Deep to very soft 0.5

Earthquake demand 3 BUIm2

d I.- -J 0 z

w N

w z

Using factors based on ratios in AS/NZS1 170.0:2002, part 5 from BIL2 - 50 years working life to BILl - 50 years working life. _- -... 1

Building importance level 1 modification factor.

VMV(JkT-0 V Itj 1 1 tolu 1 t7w'J

BC Amendment BAMD 0.5

EARTHQUAKE DEMAND REQUIRED 02 6 6 / 12 1 1.5 BU/m2

BUILDING UNITS WIND DEMAND I '" ' ' Using NZS 3604:2011, Section 5 bracing design, Table 5.6 - Wind bracing demand for single or upper

story wall (BUIm).

Single or Upper Floor level to apex (H)

Roof height above eaves (H)

High Wind Zone Across

High Wind Zone Along

4 m 1 m 40 BU/m 45 BU/m

In wind zones other than High, multiply the figure High = 1 table by the appropriate factor given opposite.

Across Along

Wind demand with wind zone factor applied. 40 BUIm 45 BU/m

Using factors based on ratios in ASINZSII70.0:2002, part 2 from BIL2 -50 years working life to BILl - 50 years working life.

Building importance level 1 modification factor. 0.849

Across Along

WIND DEMAND REQUIRED 34 BU/m BU! - r&i$1AJ


VB2000

Roof Bracing & Wall Bracing Demand

I Sheetl7of23

Cl) 0

LU

LU

LD


FJN

EXPLANATION Using a diaphragm approach, the roof is braced using a series of Lumberlok Strip Brace patterns in the plane of the truss top chords to transfer the bracing demand to the top plate, then this is transfered to the foundation through the wall bracing system.

ROOF BRACING PATTERN LAYOUT

/ \

/ \ / \

/ \ /

/ /

/

/\

\ \

/

/

\ /

/ \ \ /

/ N

N / \

/ N

N / N

/

N / N

N / N

N / N

N/

/\ /\

N

\

N

\ / N

N /

N /

\ / N

Scale: NTS

FIXINGS Each single row of Lumberlok Strip Brace to be tensioned up and laid over the top of the purlins, fix each end with 5/30x3.15 nails and fix crossings with 2/30x3.15 nails.

-_ MTek New Zeaiand Ltd

HOME OF GANG-NAILS BUILDING SYSTEMS

MiTek HOMES & BUILDINGS Copyrgrn: MFThb: New Zealend Lid

Scale NTS

Bracing Summary Wind EQ Required 115 32

LAchieved 165 96

rdware

md BU

BU

BU/m ACHIEVED - VIEW 2


BU/m ACHIEVED - VIEW I Bracing Summary Wind EQ Required 0 0

[chieved 0 0 N H

Tiltdoor 2332h x 2600w 1 D-R: SG-CG

1980x 1750

Cladding

\Mnd BU

EQ BU

2E-R: SG-CG 1 070x2 350

PA Door Open In

Cladding SC6-24 x 2.4m -

WndBU I 91

EQBU 1 72

Hardware SBA6-55-24 SBA6-55-24

WndBU 37 37

EQBU 12 12

BC Amendment BAMD

0266/12

APPROVEP

Scale NTS

HOME OF ANG-NM BUAN6 SYSTEMS \\/vsATllL M iTek HOMES & BUILDINGS Copyrjht Mflb New ZeaLa1d Ud

Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata

r C1IIj

AN VB2000

Wall Bracing Achieved

FW Sheet 18 of 23

H H F-T H I1 4A: SG-CG

770x850 2A-L: DG-CG 1070x 1750

Cladding SC6-24 x 2.4m

Wind BU 91

EQBU 72


Bracing Summary Wind EQ Required 245 65

LAchieved 260 128


I rld Hardware MBX6-45--24

Wind BU 169

EQBU 56 Scale NTS


_ H IF

2E-L: SG-CG 1070x2350

Cladding SC6-24 x 2.4m SC6-24 x 2.4m

Wind BU 91 91

EQBU 72 72

ardware

find BU

Q BU

Bracing Summary Wind EQ Required 115 32 Achieved 182 144

BCMendment BAMD

0266/12

APPROVEP

0-1

Scale NTS

\J/WIITIILE -- 1iTek New Zealand Ltd.

HOME OF GANG-NAL BUILDING SYSTEMS MW MiTek' HOMES & BUILDINGS coçgt Mfle': r1eI ZeaL,d Lid,

For: Peter & Isobel Wireri 10 Genevie Way, Highbrooke R D 9 Whatawhata

r VB2000

Wall Bracing Achieved

L Sheetl9of23

Fix brace onto gutter purlin and top plate.

1 tensioner per strip.

Opposing pair of strip brace either over 450 to 550 max.

ON Over 45° to 55°max

1200 min Corner

5/30x3.15 mm on Strip Brace.

Jointer Opening

0 (N

(N

A

0 (N

(N

Cladding Bracing Element Lap

Corners, openings, jointers and laps must be nailed though all cladding layers with 32x2.8 flat head twist shank galv nails at 150mm crs.

All other internal stud to be nailed though the inner cladding layer only at 300mm crs.


BRACING ELEMENT: SC6-24 Superclad Cladding

Total BUs per I/rn

Wind 38 Earthquake 30

BRACING ELEMENT: SBA6-55-24 total BU's per Pair

I Wind 1 74 I Earthquake 24

NTS

Scale A3-1 :50 I

BRACING ELEMENT: MBX6-45-24 Total BUs per Cross

I Wind 1 169 I Earthquake 1 56

A

0 (N

(N

Fix brace onto gutter purlin and top plate.

1 tensioner per strip.

Multi brace cross both at 45 0 .

1 1/30x3.15 mm on Multi Brace.

BC Amendment BAMD

0266/12

APPROVEP

Scale A3-1:50

PLAN

MMR" HOME: OF GANG-NAWD BUILDING SYSTEMS \\/'vIE&sATllLL MTek' HOMES & BUILDINGS CopyTg11 Nff-iek New Zed,d Lid


VB2000

Bracing Elements

Sheet 20 of 23