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
Page I of I
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
Page I of 2
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
PH:
LBP/Registration No:
PH:
LBP/Registration No:
PH:
LBP/Registration No:
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LBPlRegistration 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
ru
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
Additional Description
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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
lei
Transaction Id Search Copy Dated 4104112 2:34pm, Page / of 3
Client Reference vhemmingsenool Register Only
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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 on- site 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
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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.
For: Peter & Isabel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
ENGINEE
CPA I Claude AntMrCarter Cook
VB2000
Unlined Cross Section
I Sheet9of24 J
(I
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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.
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
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
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
_
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.
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
,ZNGINEEft
I
Claude Ant arter Cook
VB2000
Truss Fixing Details
I Sheetl2of24 I
0 I- -J 0 z
N
w z
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
_
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.
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
ENGINEE
I
LC AntUmrCarter Cook
kyj AIIi1i
Truss Fixing Details
I Sheetl3of24 I
4
d I- -J
'-F
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
--ENGINEE
a
Claude Ant arter Cook
VB2000
Opening Details
Sheet 14 of 24
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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.
For: Peter & Isabel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
ENGINEE
*
Claude Ant arter Cook
VB2000
Opening Details
Sheet 15 of 24
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS ISA C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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
Claude Ant arter Cook
VB2000
Opening Details
Sheet 16 of 24
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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 . .. .
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
VB2000
Flashing Details
I Sheet 21 of24 I
LU (/, LU = I—
I— = C
0 0 0
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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.
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
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
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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.
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
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
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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. -
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
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
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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.
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
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
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
VB2000
Concrete Floor Plan
Sheet 5 of 23
C)
0 C
C)
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C (0.
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C) — C)Ca)O1
c-ct
Ni
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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
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
r
I!
&7A
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-)
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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. -.
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
ENGINEER
Claude Ant arter Cook
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
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
VB2000
Roof Bracing & Wall Bracing Demand
I Sheetl7of23
Cl) 0
LU
LU
LD
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS ISA C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
Bracing Summary Wind EQ Required 245 65
LAchieved 260 128
BU/m ACHIEVED - VIEW 3
I rld Hardware MBX6-45--24
Wind BU 169
EQBU 56 Scale NTS
BU/m ACHIEVED - VIEW 4
_ 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.
DIMENSIONS IN mm UNLESS OTHERWISE STATED THIS IS A C.A.D. DRAWING AND MUST NOT BE ALTERED BY MANUAL METHODS
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
For: Peter & Isobel Wiren 10 Genevie Way, Highbrooke R D 9 Whatawhata
VB2000
Bracing Elements
Sheet 20 of 23