land information memorandum · 2020. 3. 22. · land information memorandum . application . kim...

Land Information Memorandum Application Kim Bowden Number L200158 1 Riesling Way Application date 11/03/2020 Cromwell 9310 021 293 4183 Email [email protected] Property Valuation No. 2850668128 Location 1 Riesling Way, Cromwell Legal Description LOT 7 DP 441506 Owner Weatherall Lance Neal & Bowden Kim Lousie Area (hectares) 0.2000 Rates Government Valuation Land $ 435,000 Capital Value $ 1,090,000 Improvements $ 655,000 Current Rates Year 2019 to 2020 Rating Amounts Annual Rates $ 2,837.74 Current Instalment $ 709.44 Next Instalment Due 20/05/20 Current Balance $ 709.43- Water Balance (if any) $ 0.00 Note: 1. Rates are charged in four equal instalments for the period commencing 1 July and ending 30

June each year. 2. If you require further financial information regarding this property for settlement purposes, then

the owner or their agent will need to contact the Council separately for this information. Planning/Resource Management Resource Area: RESIDENTIAL RESOURCE AREA (12) The Central Otago District Plan contains the relevant rules for the Resource Area this land is zoned. There may be other matters of relevance to nearby land, which can be found on the District Plan maps. Designation: Neighbourhood D199 – planning maps and data attached. Consents: 19/05/11 RESOURCE CONSENT 110099: Change to conditions (5) and (6) of RC100273 to

allow Lot (7) to obtain access via the Right of Way Granted by Delegated Authority 14/06/11.

Land Information Memorandum 2

18/10/10 RESOURCE CONSENT 100273: Subdivision creating 9 allotments within the Residential Resource Area (12). Granted by Committee 17/12/10. S224c certification issued 17/06/11. Copy of decision (includes variation RC110099), survey plan and consent notice attached.

Outstanding Requisitions: No outstanding requisitions located. Building Consents/Permits/Pools/Compliance Schedules: 7/02/13 BUILDING CONSENT 120853: Erect a new dwelling. Code Compliance Certificate

issued 19/03/14. The owner builder exemption applies to this building consent. Copy of CCC, eletrical and gas certificates, plans and extracts of specifications

attached. Full specifications available if requested. Licenced Building Practitioners; Kirk Stuart Bricklaying LTD BP114068 – Bricklaying/Blocklaying Attention to Detail Roofing LTD BP101047 – Roofing No pool registered to this property. Outstanding Requisitions: No outstanding requisitions located. Sewer and Water Sewer: Sewer Service is available and the property is rated for a connection. Water: Water Service is available and the property is rated for a connection. Water is

metered at 60 cents per 1,000 litres. Copy of drainage plan attached. Stormwater: Stormwater is usually discharged to property soak pits or to kerb and channelling

where available. Direct connection of stormwater to sewer is not permitted. Public sewerage water or stormwater drains on property: Utilities map attached. Special Land Features Any special feature or characteristic of the land concerned including potential erosion, avulsion, falling debris, subsidence, slippage, alluvium, or inundation, or likely presence of hazardous contaminants: Information on hazards can be found on the Otago Regional Council website www.orc.govt.nz No information located at CODC. Network Utility Operators Information relating to the availability of supply, authorisations etc (e.g. electricity or gas) can be obtained from the relevant Network Utility Operator. Notes 1. Code Compliance Certificates were not issued until the Building Act came into force on

1 January 1993. Should an evaluation of the building be required an independent qualified person should be consulted.

2. No title search has been done on this property. 3. Any future development on this property may be liable for a development contribution under the

Local Government Act 2002.

http://www.orc.govt.nz/

Land Information Memorandum 3

4. Every care has been taken to ensure that the information supplied by the Council on this form is accurate. The Council relies on information available to it, and will not be held responsible for incomplete or inaccurate information provided, or for any errors or omissions made in good faith.

KATHRYN PRICE (DDI 03-440 0671) LIM OFFICER _________________________________________ Date: 16/03/2020

Scale 1:5000

Original Sheet Size 210x297mm

Monday, 16 March 2020

CROWN COPYRIGHT RESERVED. © Copyright Central Otago District Council.

The information displayed is schematic only and serves as a guide.It has been compiled from Central Otago District Council's records and is made available in good faithbut its accuracy or completeness is not guaranteed.Cadastral Information has been derived from Land Information New Zealands (LINZ)Core Record System Database (CRS).

Planning Map

Designations within 200m

Designations data sourced from CODC.

No. Map Description Authority Status Location Legal RA

D199 44 Aerodrome Purposes- CromwellAerodrome

Central OtagoDistrict Council

Modified State Highway 6and Ord Road,Cromwell

Section 91 Block IIICromwell SD

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Scheduled Activities within 200m

None found.

Heritage Buildings within 200m

None found.

Notable Trees within 200m

None found.

Active Faults within 200m

None found.

Hazardous Land within 100m

HAIL data sourced from Otago Regional Council.

Site Number Site Name Reference Summary

HAIL.01151.01 Stark Olive Orchard fA48211 Former olive orchard over whole site, some septic waste spread oneastern portion of site. limited site history investigation, but samplingindicative of background concentrations

HAIL.01152.01 Z Truck Stop Cromwell fA48327 Z Truck stop at time of listing

HAIL.01746.01 Cromtrans fA96510 Current Transport yard at time of listing. Also mentioned in PSI foradjacent property.

HAIL.01747.01 McNulty Road NPDService Station

fA96519 Sampling prior to development of service station confirmed heavy metalsindicative of background.

HAIL.01750.01 Cromwell Sales Yard fA96519 Sales yard but no HAIL activites, e.g. sheep dips identified.



The information displayed is schematic only and serves as a guide.It has been compiled from Central Otago District Council's records and is made available in good faithbut its accuracy or completeness is not guaranteed.Cadastral Information has been derived from Land Information New Zealands (LINZ)Core Record System Database (CRS).

Planning Data

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The information displayed is schematic only and serves as a guide.It has been compiled from Central Otago District Council's records and is made available in good faith but its accuracy or completeness is not guaranteed.Cadastral Information has been derived from Land Information New Zealands (LINZ) Core Record System Database (CRS).

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CENTRAL OTAGO DISTRICT COUNCIL

MCNULTY CORNER ESTATES LIMITED, STATE HIGHWAY 6 AND MCNULTY ROAD, CROMWELL : RC 100273 McNulty Corner Estates Limited has made application for subdivision consent to subdivide land to create nine allotments ranging in area from 1860m2 to 1.88 hectares. The site subject to the application has frontage to McNulty Road and State highway 6 at Cromwell and is described as Lot 2 DP 27514, as contained in Identifier (Certificate of Title) OT 19A/968, at the Otago Land Registry. The Council has given consideration to the information submitted in support of the application and to the evidence and additional information presented by Ms Scott and Mr Cummings who appeared in support of the application at the hearing. The site is zoned Residential Resource Area (12) in the Central Otago Operative District Plan. Rule 7.3.3(i)(c) provides for subdivision in the Residential Resource Area (12) where the allotments created have a minimum area of 500m2 provided that the minimum allotment area adjacent to State highway 6 is no less than 1000m2; and provided that a concept plan is provided prior to the application for subdivision consent. In this instance no such concept plan has been provided as required in terms of Rule 7.3.3(i)(c) (ii) that relates to the Residential Resource Area (12). A breach of Rule 7.3.3(i)(c) is a non-complying activity in terms of Rule 7.3.5(iv). The proposal has therefore been considered as an application for subdivision consent to a non-complying activity pursuant to sections 104, 104B and 104D of the Resource Management Act 1991. Information submitted in support of the application confirms that the applicant intends to undertake a nine lot residential subdivision. The Council notes that Ms Scott provided an amended plan of subdivision at the hearing, such plan being drawing S08016.RC.04e dated 12 November 2010. The Council has considered the subdivision based on this amended plan of subdivision S08016.RC.04e, rather than the plan of subdivision attached to the original application. Lots 1-8 range in area between 1860m2 and 4165m2 and are intended to be residential allotments. Lot 9 has an area of 1.88 hectares and has the potential for re-subdivision. The applicant proposes that any re-subdivision of Lot 9 will create a maximum of 12 additional allotments. The subject site has an unusual planning history. On 2 July 2008 subdivision consent was granted to McNulty Corner Estate Limited (RC 080129) to subdivide the land into 21 residential allotments and one allotment to vest in the Council as Road. RC 080129 was a non-complying activity as the Operative District Plan applied the Residential Resource Area (6) to the land which required a minimum allotment area of 4000m2. Proposed Plan Change 4B had been notified at the time that RC 080129 was consented; and proposed Plan Change 4B provided for part of the land to be subject to the Residential Resource Area (12) which provides for a minimum allotment area of 500m2, and for part of the land to be retained in the Residential Resource Area (6). RC 080129 was subject to appeal to the Environment Court. The key issue raised at appeal was the coordination of wastewater services between McNulty Corner Estate Limited and a subdivision of nearby land by Benmarroc Estates Limited. Benmarroc had an interest in land subject to a previous subdivision consent granted to Touchwood Limited being RC 080111. The outcome of Court assisted mediation was that a timetable was agreed to for a technical

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design and apportionment of costs between the various subdividing owners with respect to providing services in McNulty Road; and a date was agreed to by which payment was to be made by these owners towards the cost of the McNulty Road sewer. The applicant has advised that the adjoining landowners were unable to contribute financially by the due date to the provision of new services along McNulty Road. In such circumstances the applicant wishes to pursue the original option of utilising a connection to the Cromwell Saleyards wastewater pipeline that is located within the subject site. Plan Change 4B became operative on 20 November 2009. The operative Plan Change 4B has applied the Residential Resource Area (12) to the entire site. Plan Change 4B has amended Rule 7.3.3(i)(c) to provide for subdivision in the Residential Resource Area (12) as follows: “Residential Resource Area (12)

(i) Minimum Allotment Area - 500m2 provided that the minimum allotment area adjacent to State highway 6 is no less than 1000m2

(ii) Prior to an application for subdivision consent being made in the Residential Resource Area (12) the landowner shall provide a concept plan which provides for the following, to the extent that this is relevant to the land concerned: Connection with the extended designation D72 and D73, including a

10 metre wide reserve adjacent to the northern boundary of the Residential Resource Area (12) that is shared with Lot 1 DP 23737.

Provision for a strip of greenway adjacent to State highway 6 that is wide enough to accommodate a walkway.

Provision of additional land to complement the existing pedestrian link in D74.

Opportunity to link with existing greenways on the opposite side of Waenga Drive (D77).

(iii) The plan of subdivision shall be in general accordance with the concept plan referred to in (ii) above, subject to any amendments that result from the consultation with the Chief Executive with respect to the contents of the concept plan.”

As noted above a concept plan (as required in terms of (ii) above) has not been provided in this instance prior to an application for subdivision consent being made. The proposal is therefore a non-complying activity in terms of Rule 7.3.5(iv). The Council also notes that the operative Plan Change 4B has also applied a 30 metre building line restriction adjacent to McNulty Road. The amended plan of subdivision identifies building platforms on Lots 1, 7 and 8 which comply with the building line restriction. These residential allotments are front sites that are adjacent to McNulty Road. The applicant promotes conditions (subject to a consent notice) which prevents further re-subdivision of Lots 1-8 and which restricts the maximum number of allotments created by any re-subdivision of Lot 9 to twelve additional allotments. As a consequence the ultimate yield from this subdivision will be no more than 21 lots, being consistent with the total of 21 lots previously consented in RC 080129. Access is to be achieved from McNulty Road. Access to Lots 3-6 will be via a right of way that is to have a legal width of 7 metres and a formed width of 4.5 metres. The right of way carriageway will be sealed with stormwater disposal to be provided via a swale. Ms Scott promoted at the hearing that the applicant have the option of providing either an asphaltic concrete surface or two coat chip seal for the right of way carriageway. Lots 1, 2, 7, 8 and 9 will achieve access directly from McNulty Road. The applicant confirms that the access

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point that serves Lot 9 will be 60 metres from the intersection of McNulty Road and State highway 6. Allotments are to be fully serviced for domestic water and wastewater. The applicant proposes to connect to the existing water and wastewater mains which run through the subdivision to the Cromwell Saleyards. Lots 1-5 will connect directly to the existing water and wastewater infrastructure. Lots 6-9 will be serviced by new 100mm water and 150mm sewer lines which will connect to the existing infrastructure. Individual connections will be provided to the boundary of each allotment. The applicant has advised that the new water and sewer lines will be of sufficient capacity to enable the additional 12 future lots that may be created in Lot 9 to be served. Stormwater is to be disposed of on each allotment once a dwelling has been built on that parcel of land. Telecommunications and electricity services are to be supplied to Lots 1-9 underground. Correspondence from Chorus/Telecom New Zealand Limited and from Total Power Services Limited (for Aurora) confirm the availability of telecommunication and electricity services to the subdivision. The Council notes in this context that the correspondence from Total Power Services Limited refers to a “7 lot option”. Ms Scott advised that this “7 lot option” related to in earlier subdivision design, and that verbal confirmation had been received from Delta/Aurora that the nine lot subdivision can be served. Subsequent to the hearing Ms Scott forwarded correspondence from Aurora Energy Limited dated 13 December 2010 that confirmed that Aurora can make an electricity supply available to the nine lot subdivision. As noted above the proposed subdivision is a non-complying activity as no concept plan has been provided as required in terms of Rule 7.3.3(i)(c). The intent of providing a concept plan or plans is to facilitate the development of a greenway system in the Residential Resource Area (12) to connect to existing land designated for reserves and to provide a strip of greenway adjacent to State highway 6 that is wide enough to accommodate a walkway. In this instance land adjacent to State highway 6 forms part of Lot 9 which is in essence the residual title which is likely to be subject to further subdivision in future. Non-compliance with the concept plan requirement is of limited relevance in this instance given that Lot 9 is likely to be re-subdivided in future and having regard to the fact that a subdivision to the north, which has been subdivided in accordance with Residential Resource Area (6) provisions, separates the site from other “greenfield” land that is located in the Residential Resource Area (12). In these circumstances it may be difficult to provide connection between a strip of greenway adjacent to State highway 6 in Lot 9 and any greenway strip provided adjacent to State highway 6 in the context of greenfield subdivision further to the north. The subdivision raises an issue with respect to the efficient use of the land resource. The outcome of Plan Change 4B is that the Residential Resource Area (12) applies to the site in its entirety. The land is therefore able to be subdivided into minimum allotments of 500m2 provided that lots having a minimum area of 1000m2 are provided adjacent to State highway 6. The applicant has noted that there is currently more demand for sections greater than 700m2 in area; and that therefore the proposed subdivision will provide 9 larger residential lots to help meet the present and future need for land at Cromwell. In essence the large lots proposed are a response to market trends. The allotments as proposed in combination with conditions subject to consent notice (as promoted) will have the effect of reducing the potential allotment yield of the land, this being considerably less than the lot yield that would otherwise be anticipated as a consequence of

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inclusion of the land in the Residential Resource Area (12). The Council notes however that the conditions (to be subject to a consent notice) promoted by the applicant have the effect of creating a lower density residential environment which is appropriate in this instance, having regard to the Industrial Resource Area which applies to land on the south side of McNulty Road. The larger allotments (in combination with the building line restriction adjacent to McNulty Road) will serve to provide some buffer between future dwellings and activity in the Industrial Resource Area. The Council also notes that the restriction on lot yield will result in a subdivision which is consistent in scale with that authorised by RC 080129. It is also noted that the proposal to provide access to Lots 3-6 via a right of way restricts the potential re-subdivision of those allotments, given that the right of way is to be designed to a standard which will serve up to 4 lots only. In all the circumstances the Council considers that it is appropriate to apply conditions, to be subject to a consent notice, consistent with those promoted by the applicant with respect to lot yield. The Council considers that any effects in terms of the demand for services can be avoided or remedied by adherence to appropriate conditions of consent relating to the provision of services that are generally consistent with the recommendations of the Council’s consulting engineers MWH (New Zealand) Limited. The consulting engineers have emphasised that any consent to the subdivision of nine lots should not constitute tacit approval for up to 21 lots (through future re-subdivision of Lot 9). The consulting engineers advise that the availability of capacity in the reticulation for 21 allotments relates to the current situation and that any subsequent demands on the services related to other upstream development may well “soak up” this available capacity prior to further subdivision of Lot 9. The consulting engineers have also emphasised that the services provided for in suggested conditions, while adequate for the proposed subdivision, would not allow for more intensive subdivision of the site in future. The subdivision has frontage to McNulty Road and a grass verge exists between the road carriageway and the boundary. The consulting engineers advise that the Council’s Roading Manager has agreed that there is no requirement for a footpath along the McNulty Road frontage of the subdivision due to its remoteness from any connecting footpaths (the closest such footpath being in the vicinity of Gair Avenue). As noted above Ms Scott promoted that the surface of the right of way carriageway be asphaltic concrete surfacing or two coat chip seal. The Council agrees that it is appropriate to provide the two coat chip seal option, and acknowledges Ms Scott’s observation that the carriageway of Alexander Lane has a two coat chip seal. Ms Scott also promoted that ground penetration treated timber edging only be required if asphaltic concrete surfacing is to be used. The Council accepts that such ground penetration treated timber edging may not be required for a two coat chip seal surface, provided that the engineering plans show an acceptable solution involving the use of two coat chip seal. The key issue is whether the right of way corridor is wide enough to include the necessary shoulder support in the event that two coat chip seal is used in the absence of treated timber edging. The Council’s overall conclusion is that any effects of the proposed subdivision will be no greater than minor. Objectives and policies of the Operative District Plan are relevant to the Residential Resource Area generally and to the Residential Resource Areas (1)-(12), including the Residential Resource Area (12). These objectives and policies include Objectives 7.1.1 and 7.1.2 and Policies 7.2.3 and 7.2.7. The Council considers that the proposal will not be contrary to the objectives and policies as detailed above. As previously noted the Council considers that the potential exists for further consideration to be given to extending the

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greenway system within Lot 9 at the time that any future application for subdivision consent is considered for this allotment. Precedent is a matter for consideration in terms of section 104(1)(c) of the Act. In this instance the Council considers that the proposal is consistent with the relevant objectives and policies of the Operative District Plan. The Council notes in particular that the potential exists for further subdivision to occur on Lot 9 of the proposed subdivision, enabling the matter of a greenway extension to be considered at that time. The Council also acknowledges that the site can be distinguished from others in the Residential Resource Area (12) as existing large lot subdivision to the north of the site separates the site from other greenfield land in the Residential Resource Area (12). In all the circumstances the Council does not consider that the proposal will establish a significant precedent. The application does not conflict with any national or regional planning document nor with the purpose of the Act which is to promote the sustainable management of natural and physical resources of the District nor to any other matter referred to in Part 2 of the Act. Having regard to the reasons detailed above, the Council has resolved pursuant to sections 104, 104B and 104D of the Resource Management Act 1991 to grant subdivision consent, subject to the following conditions: General 1. All subdivisional designs and approvals relating to the subdivision that is shown on

drawing S08016.RC.04e dated 12 November 2010 are to be in accordance with NZS 4404:2004 and the CODC Addendum, which is the Council’s Code of Practice for Urban Subdivision as modified by these conditions of consent.

Easements 2. Any easements required to protect access and access to services shall be duly

granted or reserved. Roading and Accessways 3. The carriageway of the right of way serving Lots 3-6 shall be constructed in

accordance with NZS 4404:2004 and the CODC Addendum subject to the following:- (a) A 4.5 metre wide sealed carriageway located centrally within a minimum 7.0

metre wide right of way corridor; with a 5.0 metre sealed width for a minimum of 6.0 metres from the road boundary in compliance with Note 4 of Table 3.1 of the CODC Addendum

(b) Subgrade CBR>7. (c) 30mm compacted depth asphaltic concrete surfacing or two coat chip seal. (d) 75mm x 40mm ground penetration treated timber edging on both sides of

carriageway provided that such ground penetration treated timber edging will not be required for a two coat chip seal surface if an acceptable solution is shown on the engineering plans.

(e) 4% crossfall to shallow grassed swale on lower side of carriageway. (f) 100mm depth clean topsoil between carriageway and boundary trimmed and

grassed to a mowable standard. (g) Cut/fill batters with maximum 4 horizontal : 1 vertical gradient to match

existing round within allotments. (h) Stormwater in right of way to discharge to mudtank and soakpit located within

the right of way. (i) The carriageway shall tie into the existing carriageway of McNulty Road. (j) All necessary traffic signs and road markings shall be provided.

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4. The consent holder shall install street lighting at the entrance to the right of way off McNulty Road to provide illumination. The standard of street lighting to be installed is to be generally in accordance with NZS: 4404:2004 and accepted urban standards.

5. Prior to section 224 (c) certification the consent holder shall be responsible for

providing vehicle entrances between McNulty Road and Lot 2 and between the right of way carriageway and Lots 3, 4, 5 and 6 in accordance with the Council’s vehicle crossing policy a copy of which can be obtained from the Council’s Assets and Contracts department and Figure 12.2 of the Operative District Plan.

Note: The location and width of access strips (leg ins) shall be sufficient to allow access for

occasional heavy vehicles to each lot. 5. Prior to section 224 (c) certification the consent holder shall be responsible for

providing vehicle entrances between McNulty Road and Lot 2 and between the right of way carriageway and Lots 3, 4, 5, 6 & 7 in accordance with the Council’s vehicle crossing policy a copy of which can be obtained from the Council’s Assets and Contracts department and Figure 12.2 of the Operative District Plan.

Note: The location and width of access strips (leg ins) shall be sufficient to allow access for

occasional heavy vehicles to each lot. 6. The consent holder or successor shall be responsible for providing vehicle entrances

between the McNulty Road carriageway and the boundaries of Lots 1, 7, 8 and 9 in accordance with the Council’s vehicle crossing policy a copy of which can be obtained from the Council’s Assets and Contracts Department and Figure 12.2 of the Operative District Plan; and access to Lot 9 shall be at least 60 metres from the intersection with State highway 6.

Note: Condition 6 shall be subject to a consent notice that shall be registered pursuant to

section 221 of the Resource Management Act 1991. 6. (a) The consent holder or successor shall be responsible for providing vehicle

entrances between the McNulty Road carriageway and the boundaries of Lots 1, 8 and 9 in accordance with the Council’s vehicle crossing policy a copy of which can be obtained from the Council’s Assets and Contracts Department and Figure 12.2 of the Operative District Plan; and access to Lot 9 shall be at least 60 metres from the intersection with State highway 6.

(b) The consent holder or successor shall be responsible for providing either a vehicle entrance between the McNulty Road carriageway and the boundary of Lot 7 in accordance with the Council’s vehicle crossing policy a copy of which can be obtained from the Council’s Assets and Contracts Department and Figure 12.2 of the Operative District Plan or the ROW which serves Lots 3-6.

Note: Condition 6 shall be subject to a consent notice that shall be registered pursuant to

section 221 of the Resource Management Act 1991. Water 7. The consent holder shall be responsible for providing appropriate water supply

reticulation (including ridermains, fire hydrants and necessary incidental equipment) that is adequate to serve the subdivision.

Note: Reticulation shall be sized to accommodate water demand (including fire fighting

requirements) for the ultimate development of Lot 9.

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8. The consent holder shall provide separate standard 20mm water supply connections with an Acuflo toby valve, meter and approved box at the boundaries (where practical) of Lots 1-9. Any toby/meter boxes located within allotments due to the diagonal alignment of the watermain through the subdivision shall be suitably protected by easements in gross in favour of the Central Otago District Council.

Wastewater 9. The consent holder shall design and install wastewater reticulation that shall include

a 150mm diameter extension of the existing reticulation to the boundary of Lot 9. Note: Reticulation shall be sized to accommodate water demand for the ultimate

development of Lot 9. 10. The consent holder shall provide individual 100mm diameter sewer connections to

the boundaries of Lots 1-9 from the wastewater reticulation system. Electricity and Telecommunications 11. It shall be the consent holder’s responsibility to obtain the consent of utility service

providers as to the position of electricity and telephone services to serve Lots 1-9. The consent holder shall be responsible for installing operational connections to all such services underground to serve Lots 1-9.

12. The consent holder shall supply evidence of the consents referred to in Condition 11

to the Chief Executive prior to section 224(c) certification. 13. It shall be the responsibility of the consent holder to meet the costs associated with

the installation of the electricity and telecommunication reticulation necessary to meet the needs of the subdivision.

Reserves 14. Payment of a reserves contribution of $13,392.00 (exclusive of Goods and Services

Tax) calculated in terms of Rule 15.6.1(1)(a)(i) of the Operative District Plan on the basis of nine new residential allotments, with a credit for the existing title.

Control of Further Subdivision/Building Line Restriction 15. Lots 1-8 shall not be subdivided in future to create any additional residential

allotments. 16. Lot 9 shall not be subdivided in future to create any more than 12 additional

residential allotments. Note: Conditions 15 and 16 shall be subject to a consent notice that shall be registered

pursuant to section 221 of the Resource Management Act 1991. General 17. Prior to the issue of a certificate in terms of section 224(c) the consent holder shall

provide the Chief Executive with an itemised list of the costs (in the form of a schedule) of all infrastructure works to vest in the Council.

18. The consent holder shall obtain engineering approval from the Chief Executive prior

to the commencement of subdivisional works. 19. The consent holder shall provide Producer Statements in an approved format from a

suitably qualified professional certifying the engineering adequacy and compliance

8

with Council consent conditions relating to engineering design, construction and construction review (supervision) of subdivision works.

20. The name and qualifications of the person referred to in Condition 19 shall be

forwarded in writing to the Chief Executive prior to the submission of any design documentation. This person shall be acceptable to the Chief Executive.

21. As built drawings are to be lodged with the Chief Executive in accordance with

Clause 1.5.10 of NZS4404:2004. The as built drawings are to be draughted on computer and are to be compatible with a CAD system nominated by the Chief Executive. As built drawings shall be lodged on computer disk and in a hard copy A3 format and shall show location and individual meter reference numbers against the relevant toby box locations.

Notes: 1. All charges incurred by the Council relating to the administration, inspection and

supervision of conditions of subdivision consent shall be paid prior to section 224(c) certification.

2. Development contributions of $11,048.00, $24,384.00 and $11,776.00 (exclusive of Goods and Services Tax) are payable for water, wastewater and roading respectively pursuant to the Council’s Policy on Development and Financial Contributions contained in the Long Term Council Community Plan. Payment is due upon application under the Resource Management Act 1991 for certification under section 224(c).The Council may withhold a certificate under section 224(c) of the Resource Management Act 1991 if required development and financial contributions have not been paid, pursuant to section 208 of the Local Government Act 2002 and Section 15.5.1 of the Operative District Plan.

3. For the avoidance of doubt this consent relates to the amended plan of subdivision being drawing S08016.RC.04e dated 12 November 2010.

Certified to be a correct copy of the decision of the Central Otago District Council. ……………………… L A VAN DER VOORT MANAGER, PLANNING AND ENVIRONMENT 17 December 2010 Conditions 5 & 6 changed following Variation RC110099 – decision dated 14 June 2011.

C E N T R A L OTAGO

CODE COMPLIANCE CERTIFICATE Section 95, Building Act 2004

T H E BUILDING

D I S T R I C T COUNCIL

William Fraser Building 1 Dunorling Street, Alexandra 9320 PO Box 122, Alexandra 9340 New Zealand

TEL +64 3 440 0056 FAX ' 6 4 3 448 9196 EML [email protected] WEB www.codc.govt.nz

Street Address: Legal Description: Valuation Number: Project: Level/Unit Number: Current, lawfully established use: Year of Construction (approx):

152 MCNULTY ROAD, CROMWELL LOT 7 DP 441506 2850668128 Erect a new dwelling

Residential 2013

OWNER* Owner's Name and Mailing Address: J P Williams & D A Copland 1 Reisling Way Cromwell 9310

Phone Number: Fax Number: Email Address:

B U I L D I N G WORK Building Consent No: Issued by:

BC 120853 Central Otago District Council

CODE C O M P L I A N C E CERTIFICATE The Building Consent Authority named below is satisfied, on reasonable grounds, that: a. the building work complies with the building consent.

Building Consent Officer: Bill Massey

Signature:

Date: 19/03/14

On behalf of:

Central Otago District Council PO Box 122 Alexandra

BRegs7

www.aworldofdifference.co.nz

A W O R L D OF DIFFERENCE 0 CENTRAL OTAGO

E L E C T R I C A L WORKERS

R E G I S T R A T I O N BOARD

Safe ty - Competency

This form has been designed to be used by licensed electrical workers to certify low voltage installations or part installations that comply with Part 2 of AS/NZS 3000 and are safe to be connected to a 230/400 volt multiple earth neutral (MEN) system of electrical supply.

Address:

Name:

Postal Address:

Phone and Email:

Name: 91r-Aa4•,•-

Organisation:

Email:

Name of person(s) being supervised:

Compliance and Electrical Safety Certificate

This form has been issued by the Electrical Workers Registration Board

Unique ID: 1744

(1) Location of installation

6-) (2) Customer Information

e n C i . " C A N t e r i

e Soct-ed-- g

2L aehoic-1,2c4„--. (52 *2-c-)4-r S 9 6

(3) Electrical Worker information

Registration/Practising Licence Number:T;(235

Telephone Number: 0 1 - 4 6 r 2-S 7 2-S-- -

(4) Work Details

The work is (circle): additions I alterations

The prescribed electrical work is: 0 High Risk (Please tick ( i ) as appropriate)

• Indicate the number of each item installed or altered: Number o f lighting outlets:

Number of socket outlets:

Number of ranges: Number of water heaters:

General 0 Low Risk Q The homeowner has undertaken part of the electrical installation work.

Tick ( / ) if work includes: O Mains

o MEN switchboard closest to point of supply O Main Earthing System O Electric Lines

(5) Certification of Work

I certify that the completed prescribed electrical work to which this certificate applies, has been done lawfully and safely and the information in the certificate is correct in that the installation, or part of the installation: (5-11Tireen installed in accordance with a certified design

n earthing system that is correctly rated contains fittings which are safe to connect to a power supply

n supplier's Declaration of Conformity (attach or reference') relies on manufacturer's instructions (attach or reference')

as been satisfactorily tested in accordance with Electricity (Safety) egulations 2010

Q ' s safe to connect

Electronic reference: ./rO 45'00/ C- Electrical Worker's Signature:

Test Results: Electrical ' Worker1 Inspector

Polarity (independent earth): Insulation resistance: Earth continuity: Bonding: I

Other (specify):

Date: '2,1 iC , 1 1. If it is impractical to attach a copy o f a particular manufacturer's i n s f t i r of any certified design or supplier declarations o f conformity, provide a reference to where the

documents can be found, in a readily accessible format, through electronic means.

(6) Electrical Safety Certificate

I certify that the installation, or paj of the installation, to which the Electrical Safety Certificate applies is connected to a power supply and is safe to use Name: Registration/Practising Licence Number: Signature: (if certifier is different from electrical wor

Date

4‘e4„, r10441 ,914/- •401V CUSTOMER COPY -THIS IS AN IMPORTANT DOCUMENT AND SHOULD BE RETAINED

Compliance and Electrical Safety Certificate

This form has been issued by the Electr al Workers Registration Board

Unique ID: ( , ( f - a t f r t

e i Safety • Competency This form has been designed to be used by licensed electrical workers to certify low voltage installatiois or part installations that comply with Part 2 of AS/NZS 3000 and are safe to be connected to a 230/400 volt multiple earth neutral (MEN) system of electrical supply.

E L E C T R I C A L WORKERS

R E G I S T R A T I O N BOARD

(1) Location of installationi

(2) Customer Information

Name: (414.6 CANJ,r444,11

Postal Address:

Phone and Email:

Name:

Organisation: OLi

(3) Electrical Worker Information

Registration/Practising Licence Number: E l

Telephone Number: 0 2 7 ( ± e t - - - 7 - ) 2 - L 4

Email:

Name of person(s) being supervised:

(4) Work Details

The work is (circle): additions I alterations new wot-----\k ---" The prescribed electrical work is: 4111 igh Risk 0 General 0 Low Risk 0 The homeowner has undertaken part (Please tick ( I ) as appropriate) of the electrical installation work.

Indicate the number of each item installed or altered: Number of lighting outlets:

Number of socket outlets:

Number of ranges: Number of water heaters:

Other Work? Tick ( i ) if work includes: (:_tfErns

N switchboard closest to point of supply Main Earthing System

0 Electric Lines

(5) Certification of Work

I certify that the completed prescribed electrical work to which this certificate applies, has been done lawfully and safely and the information in the certificate is correct in that the installation, or part of the installation:

0 s been installed in accordance with a certified design

s an earthing system that is correctly rated

iTitains fittings which are safe to connect to a power supply r es on supplier's Declaration of Conformity (attach or reference') elies on manufacturer's instructions (attach or reference')

s been satisfactorily tested in accordance with El fety) egulations 2010 A 4,4,/4•,* 5 i:

is safe to connect

Electronic reference:

Test Results: Electrical Worker Inspector

Polarity (independent earth):

Insulation resistance:

Earth continuity:

Bonding:

Other (specify):

Electrical Worker's Signature: Date: , 1. If it is impractical to attach a copy of a particular manufacturer's instructions, or o f any certified design or supplier declarations of conformity, provide a reference to where the

documents can be found, in a readily accessible format, through electronic means.

(6) Electrical Safety Certificate

I certify that the installation, or part of the installation, to which the Electrical Safety Certificate applies is connected to a power supply and is safe to use Name: Registration/Practising Licence Number:

Signature: Date (if certifier is different from electrical worker)

CUSTOMER COPY -THIS IS AN IMPORTANT DOCUMENT AND SHOULD BE RETAINED

1

Cs:t 1.4:05.1

MAY PLUMBING & GAS MID P 0 ROItUlb 134011113.41 U 1 3 M A I L IttIPLIIStlareSTILLLILSZ

I I N D - 1 1 = 1 M M . 1 1 . 1 1 1 1 1 0 1 1 1 1 . • 1 1 M M i l • • = 1 1 • 1 • • • •••••••

I r t i 41 4-111 TONI

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I; ASFITTI NG CERTIFICATE OF COMPLIANCE & fiA.S SAFETY' CERTIFICATE RefereciCV Job No 550_3

Gan Safely CalitrAdia and Certificate orCarviance made ptataare to Regulations AS and 529 01 the Gro itlately i d Measuieettnit Hogitabons =TO Orb arnendod), and Energy Work Cenricato made purbuant bo Regulabon 19o( tbeautchng M t K4

CUENT Name f j - / L A ) INSTALLATION Nal" AS A} 1„,31 L S ja%1

j.5;2 AAcr\hAt-T\f ADDRESS pi A r LA . - ADDRESS C

- L L

C i 31 CrzotkAL,./c 3 r C.' DESCRIPT:ON ANO LOCATION O f TIKIR 0ASMITTING: °CAP:6W the Aniaa as ! M O O D ° or part Of 111* gas irtalaSation, and the garsirging work done a * at cittaramt stastrfg wcark was done by OfTenarit people, who did what, avid which parts of the gas instatabon if any, are sew to COnneCt tO a gas sA.poly.

NE-1"d fZ4-44 Ku% £ t9$ t1 4 . 4 P i P C F4m-r."..- 2 4-5 1-C-k y a-4 Ne06--tt'L

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r i e v A d v N E s j o / C 4 S I P i . .104"fr ' 1#4.-TAltvt... t A l e t i t '71 X. CAs

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0 ;NJ f-t-r:":7:4' 0 \J.7.$1.--

orts Tr! t Natural Gas ( F I G )

(Ragas I OAS SUPPLY kPa P R E S U M E , pr.: A

° m e m cuLarrirTiNO Eiden The Specific I ce. OATie OF OAS Orate conneoled ce Pate wor rto1oi1 d CsOl PERFORM60 ()Mei ST Or Span j • C°01.416e.__ TI13411 disconneaed I S . / 1 z .z.:)

STA/MA.1W *MK CLASSIFICATION (itdc one) I Low I CLeneral f

NAME. REOLSTRATION NuMbEit t r ANT) O r PVTMONS, WHO CARRIED OUT OASINTTOro uNotn svFERNiraiON: Enter names and registrXion n,nntaTrti none

& I A P4 ih1.4

l e i 4 4 - c l i t ` f 2 2 (44 (1 ir(s. ( ( g ) J.ALiA.4 (Lt.-3-69 att,-ovr,' C:60

INSTALLS° APPLIANCE DETAILS - MARE MDOIL 1 slittAL Niaibtasit I WI T A I F - I N 0 7 1

I - A A I L 1 1 4 - A R rL. I N I- f l y 2 5 , b f-4 j?„.C.-(A.

- i 3 .01 -f: cco,,v 24-zi

cAssic e D t i 4 L. / 6 ? 2 , " CERTIFICATt ATTACHMENTS Rick aS act%Oals49) ( I Mani taoaera 'netructions.: Enter i i t Of arry attacnrnerts OR dirocra>rat. fcc access to

I Cal i ted Deaigna. Enter OetWs Cl any designs C if's: • RI N M & * C V • ri

0,/liN„el/V # , 41 rta4 og, ie.. c1.0 • C O r•-•

"I belbRve on real:sortable grounds that: ta) the geefeing work closonbed above has been done laY4uty and saferr. and (b) the wcrk has been donr W accordance with tbek one),

I secborts 3 to 6 of ASAIZS 5031.1, or N cottons :4 to 9 or AS.144ZS 5031 2: and

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;ral Domestic smoke alarms fitted complying with NZBC F-7 Paragraph 3.1 & NZBC C/AS1 Table 4.1 Nestor martin diesel tire in stalled in accordance with manufacturers installation instuctions

;ture 100mm concrete slab SE 62 siesmic mesh over 50mm H grade Insulation Board on dpc, 25mm sand blinding & min 150mm compacted hardfill. 100mm concrete slab SE 62 siesmic mesh over dpc, 25mm sand blinding & min 150mm compacted hardfill. LB3 internal point load footing supporting 75x6 SHS post

recess slab 45mm as indicated for timber batten and floor overlay through dining kitchen, playroom internal stone veneer behind fireplace 200 series block wall 500mm high with HD12 starters vertically @ 600mm cic with 3 D 12 Rods in footing with 2 D12 rods horizontally in wall control joints at 6m max 90mm sq Purple Heart post bolted to edge beam with SBK21 bracket and 2 M S/S 12 bolts and washers, bolt to 400mm sq mass concrete foundation with SBK2/S bracket and S/S bolts and washers 90mm sq purple heart post bolted to edge beam with SBK21 bracket and 2 M S/S 12 bolts and washers,into 900mm x450 dia mass concrete foundation

CK 314a 4,340

4,250

316 portal frame Supporting floor and ridge beams 310UB floor beam with 89 x 6mm SHS posts from concrete block to 18OUB rafters supporting ridge beam refer Engineer drawings for plywood ceiling Diaphragm and connection details

324 LB2 internal point load footing supporting hyspan post refer engineer drawings for connection details

326 240x45mm Sg8 H1.2 floorjoists @ 400mm c/c with solid blocking midspan with full depth timber, seated on wall and connected to steel floor beam refer engineers detail for steel connections

326a 240x63mm Hyspan trimming joists @ stairs trim with a 240x45 sg8 fixed to joists with Pryda MPFB 120

341 Refer engineer detail SK15 for support to internal stone veneer

373 Form control joints in slab with a 25mm deep and 5mm wide cut as indicated. 2 x D12 rods @1.2m long @ internal corners as indicated. Saw cutting shall take place no later than 24hrs for average ambient temp above 20deg and 48 hrs for average ambient temp below 20deg

5. Interior 527 shelf sitting on garage framing

extending out to cantilevercl beam frame out with 90x45 sg8 line underside with gib line shlef with 90x25mm macro panelling

7. Services 750 Distribution board

751 Meter box

314 -1s- co

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4,340

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A4 201 I

326

316

I A4 I 201

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t. 2,480 1,000

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20.000

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90 1.000/90 90,01

4' 10,200 4, 1,800 4, 904 10,110

,. 1,800 904

4, 1,195 4, 2,000 4, 1,195 4, 4,250 4, 1,560 4_ 1,800 4.

FINISHES

FLOOR CAR SELECTED CARPET CON CONCRETE WF MACRO WOOD FLOOR

WALLS

SG STANDARD lOmm GIB AG STANDARD 10mm AQUALINE GIB VB VILLABOARD 9mm PLY BRACINGPLY 9mm

CEILINGS

SG STANDARD 13mm GIB UG ULTRALINE 13mm GIB AG STANDARD 13mm AQUALINE GIB PLY BRACING PLY 9mm

A2 A3

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N I I II

- 308 I 113

II II II II II II II II II II II II II II

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A2 201

Ground Floor Plan 4,390

904

D 04

A6 201

6,820

527

101

A5

4,640 201 90,61 000190 fl 901

0

8,000

7,820 904

3,000 2,000 4, 3,000

W 12*

Master Bed car/sg/sg

Bed 3 car/sg/sg

39014. 1,610 904 1,600 90 101

ID 03*

ID 01

1.040

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Ensuite wf/vblag

Master robe car/sg/sg

Bed 2 car/sg/sg

90 1,660 4190

01 ID 06* ID 05*-

/a. tv room wf/ug/sg

1 ri ing er h o cs) .zr

280 166

Bathroom wf/vb/ag --

240x90 Hyone ID 09

Dining wf/sg/sg

240x(9:113-1 one f ' 77 ' -T1 -1r 06

II II II II II II II II

II II II II II II II II I

_JL_ _IL_ _IL_ _IL. I L _IL I L I

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7 Kitchen wf/sc sg

\ 1 1 750

A4 201

:LRAL OTAGO 12)!STR1:..7 COU Piens and Specifica.tions Apprpved

t'L r:tance with The rev,/ ZE.,,aand Bu and Approved DoPL:ments. To be r

on the building site and produced on re

Signed: . 2 Date. 7 - Z.

00 N CO

Cs/ p

0 2 A6 8 cn 3 201

A3 201

4,250

11,910

12,000

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6,820

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Cromwell

PHONE:

4453291

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Foundation Plan Wild Rooster Design

ral Nestor martin diesel fire in stalled in accordance with manufacturers installation instuctions

psure Corrugated Colour steel endura roofing iron over thermakraft 213 building paper fixed to 75x50mm H1.2 purlins@ 900mm c/c 1st puffin 650mm from eave. fix purfins to roof framing with Type t 2.4kn fixing 80mm long lOg self drilling purlin screws

Colour steel 1/2 round spouting fixed to 150x30mm Cedar Fascia stained

ices

This Drawing is schematic in layout only.All Foul Sewer Drainage shall comply with AS/NZS 3500.2:2003. All dimensions and levels are to be verified on site. Provide 400mm min. cover to invert level at the head of all drains. Hot and warm pipes shall be lagged in accordance with NZS 4305. Contractor to supply As Built Plans to the Building Control Authority at the completion of works.

50mm vent

Air addmittance valve connected to 50mm waste pipe

Overflow Relief gully complying with AS/NZS 3500.5:2000 Plumbing and drainage (domestic installations)

Soak hole enclosed in filter cloth for roof drainage to comply with Fig 13 NZBC E l and Clause 9.0. Size to be determined at excavation and testing By suitably qualified person, using calcalation from NZBC El Clause 9.5 & 9.6

Rinnai infinity HD250 External VR , Gas hot water system, installed in accordance with Manufacturers instructions.

cleaning eye @ ground level from lower level

80mm C/S down pipes

Type 1 surface water sump compling with NZBC E l Surface water Fig 8 & paragraph 3.6.2 Drain sump to soak pit

Inspection point - allow access to inspection point for drain maintenance

100mm dia marley perforated pipe with filter sock graded to Sump, bed into free draining aggregates cover with goatee cloth over and backfill

100mm dia uPVC storrnwater line connected to soak holes

L shaped spreader over roof as per Fig 20 NZBC E2 AS1

2x45 kg gas bottles on graded compacted fill with 100mm concrete pad

Self Bunding 600Lt deisel tank bolted to 100mm thick concrete slab

MATERIALS Foul water PVC 100mm

80mm 50mm 40mm

Storm water PVC 100mm Water mains 20mm Buteline PB Pipework Polybuteline Pipe insulation dosed cell foam

LEGEND Fixture unit ratings (FUR) Table 4.2 AS/NZS 3500.5:2000

SINK 3 FUR = 50mm 1:40 fall LAUNDRY TUB 5 FUR = 50mm 1:40 WASH HAND BASIN 1 FUR = 40mm 1:40

WC WATER CLOSET 4 FUR = 100mm1:40 SH SHOWER 2 FUR = 40mm 1:40 BTH BATH (under 500L) 4 FUR = 50mm 1:40 WM WASHING MACHINE 5 FUR = 50mm 1:40

746

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;ral Nestor martin diesel fire in stalled in accordance with manufacturers installation instuctions

aure 90mm SG8 H1.2 chimney framing with 7mm bracing ply behind Building paper framed within first truss connected to top and bottom chord with M12 bolts either end of framing External and 2.6m high walls construct with 90x45mm SG8 H1.2 framing @ 400mm c/c to NZS3604:2011. Nog for all fittings, fixtures, linings, bracing panels & trims, and fixed with 12kn SBS straps @ 900mm crs. Refer exterior elevations & sections for type & extent of exterior claddings. claddings to be installed over thermakraft 213 building paper. Refer also bracing schedule for wall linings & requirements. 100mm concrete slab SE 62 siesmic mesh over 50mm H grade Insulation Board on dpc, 25mm sand blinding & min 150mm compacted hardfill. 100mm concrete slab SE 62 siesmic mesh over dpc, 25mm sand blinding & min 150mm compacted hard fill. 150x50mm Cedar rafters fixed to house with SBK 32 Brackets fixed over building paper with flashing tape sealing over bracket to building paper and 2 M12 coach screws 90mm long bolt to rafter with M12 bolts and 50mm sq washers place

150x50mm Cedar rafters fixed to 150x9Omm edge beam with 4/100mmSilicone bronze skewed nails into 25mm housing glue with Holdfast gorilla grip 90mm sq Purple Heart post bolted to edge beam with SBK21 bracket and 2 M S/S 12 bolts and washers, bolt to 400mm sq mass concrete foundation with SBK2/S bracket and S/S bolts and washers all brackets to be housed out within timber, all bolts to be recessed below face of timber 75x30mm cedar battens fixed to rafters @ 250mm c/c with S/S screws 240x45mm Sg8 H1.2 floorjoists @ 400mm c/a with solid blocking midspan with full depth timber, seated on wall and connected to steel floor beam refer engineers detail for steel connections 240x45 SG8 H1.2 rafters tied to ridge beam and top plate with pairs of Pryda MG 5.2kn uplift capacity roof trusses Refer Man facturers

producer statement for all tie down connections 240x45mm sg8 H1.2 Rafters tied to ridge beam and top plate with pairs of Pryda MG 5.2kn uplift capacity

top plate to stud connection 4.7kn connection use PRYDA TP3 Girder trusses supporting ridge beam 2/240x45mm hyspan ridge beam between steel frame and outside walls refer engineers detail for steel connection

osure Corrugated Colour steel endura roofing iron over thermakraft 213 building paper fixed to 75x50mm H1.2 purlins@ 900mm c/c 1st purlin 650mm from eave, fix purlins to roof framing with Type t 2.4kn fixing 80mm long lOg self drilling purlin screws Colour steel 1/2 round spouting

fixed to 150x30mm Cedar Fascia stained

ior Studio ceiling to be 200mm thick R 5 ceiling batts R 2.8 ultra Batts 90x22mm Heart Macrocarpa flooring with osmo Polyx wood oil R2.6 snug floor insulation 9mm ply wood garage ceiling lining installed as diaphragm with blocking to sheet joins Fixed @ 150mm c/c around perimeter and 300mm c/c to intermediate joists form diaphragm ceiling with 13mm ultraline gib board lining on 75x40mm Timber battens fixed securly to trusses @ 600mm c/c. refer engineer details 180mm stone veneer with king ties @ 400mm c/c EW fixed to 20mm battens over gib lining to create air gap

535 Stair Rail 0.9m high with no allowance for a sphere of 100mm to pass through must comply with NZBC F4 AS1 CL 1.2.1

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±0 (Ground Floor)

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era' Nestor martin diesel fire in stalled in accordance with manufacturers installation instuctions

cture 150x50mm Cedar rafters fixed to house with SBK 32 Brackets fixed over building paper with flashing tape sealing over bracket to building paper and 2 M12 coach screws 90mm long bolt to rafter with M12 bolts and 50mm sq washers place

90mm sq purple heart post bolted to edge beam with SBK21 bracket and 2 M S/S 12 bolts and washers,into 900mm x450 dia mass concrete foundation

Painted (Black) Steel Barrier in accordacne with NZBC F4 AS1 1.1m above ffl fixed to Door Jamb studs with 2/M12 Coach Bolts 90mm long through facing top and bottom Fabricate from 40x3mm SHS top, bottom and jamb rails with 20x1.6mm vertical balusters @ 120mm c/c 80x6mm flat steel FWAR to 40mm SHS

Iosure Corrugated Colour steel endura roofing iron over thermakraft 213 building paper fixed to 75x50mm 1-11.2 purlins@ 900mm c/c 1st purlin 650mm from eave, fix puffins to roof framing with Type t 2.4kn fixing 80mm long 10g self drilling purlin screws

Colour steel 1/2 round spouting fixed to 150x30mm Cedar Fascia stained

0.55mm formed hidden gutter/ valley supported on timber battens H3.2 12mm Plywood between rafters to increase depth with kraft dpc between ply and gutter material place barge flashing over straight run iron returning under hem of hidden gutter

Herman pacific HP53 Cedar vertical shiplap installed over thermakraft 215 building paper 20mm cavity with 75mm Silicone bronze rosehead nails

corners to be boxed with EX 50x25m m & 75x25mm Cedar facings to retu m onto shadowclad

and doors to be faced with 65x20mm facings

shadowclad texture natural losp H3.1 installed over thermakraft 213 building paper 20mm cavity, fix with S/S nails . vertical! 65x18mm bandsawn cedar battens @ 300 m/m c/c fixed with 75mm silicone bronze annular rose head nails

7 g s to be powder coated colour selecte d by client

Selected powder coated aluminium joinery

colour steel flashing plate with minimum 2deg fall to edge, min 75mm lap over cladding. To be measured on site

vices Rinnai infinity H0250 External VR , Gas hot water system, installed in accordance with Manufacturers instructions.

80mm C/S down pipes

Meter box

L shaped spreader over roof as per Fig 20 NZBC E2 AS1

2x45 kg gas bottles on graded compacted fill with 100mm concrete pad

Self Bunding 600L1 deisel tank bolted to 100mm thick concrete slab

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BUILDING ENVELOPE RISK MATRIX North Elevation

Risk Factor Risk Severity Risk Score Wind zone (per NZS 3604) High risk 1 Number of storeys Medium risk 1 Roof/wall intersection design Medium risk 1 Eaves width Very high risk 5 Envelope complexity Low risk 0 Deck design Low risk 0 Total Risk Score: 8

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BUILDING ENVELOPE RISK MATRIX West Elevation

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TITLE:

Elevations

REVISION #:

PHONE:

4453291

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tropicair Heating Ltd Over 30 years experience in heating manufacture

INSTALLATION INSTRUCTIONS f o r NESTOR M A R T I N 521 /531 /541 / 5P31/5P41 diesel models

GENERAL 1. The heater should be installed by a qualified installer and in accordance with good trade

practise and must comply with dangerous goods regulations and local body codes and AS 1691 - 1985.

2. The heater should be isolated or insulated from any combustible material in its vicinity. 3. There must be adequate ventilation where the heater is situated. (Must not be less in

aggregate area than three times the cross sectional area of the flue) 4. The heater must be installed in a location that will remain free of water. 5. The heater should be installed in such a way that the various parts are accessible for

inspection and maintenance. 6. A suitable f i re extinguisher should be installed on the premises.

WARNING This oil unit should only use commercial diesel fuel that i t is designed for. DO NOT use untreated waste (i.e. contaminated oil, petrol, crank case oil, or any oil containing petrol) DO NOT light up the unit until i t has been completely installed and tested

TANK 7. The tank installation and fuel lines (gravity fed to the heater) must be in accordance with

dangerous goods regulations and AS 1691 - 1985 (3)1m from the filling point to any window (b)620mm off the boundary fence unless fire rated (c)20mm off a brick or concrete wall (d)100mm off a combustible wall (e)standing on a full

concrete pad. 8. The tank must be situated outside at a minimum height of 150mm and a maximum of 3m

above the oil control valve & f i t ted with a gate valve, f i l te r (4( f i re valve. 9. The f i re valve is to be connected to the thermal fuse using a nylon cord in such a

manner that there is no danger of being snagged & failure of the thermal fuse or breakage of the cord leads to shut-off the valve.

10. The fuel line is to be made of lOmm solid drawn copper.

FLUE 11. A minimum of 4200mm of flue height is required fo r the correct flue draf t & shall ex-

tend not less than 600mm above the highest point of the roof. 12. With a f la t roof (i.e. a roof with pitch of less than 30*) not less than 1500mm above the

highest point of the roof. 13. Always use a flue kit which complies with NZS 7421 - 1990, avoiding unnecessary

complications i.e. rafters, beams, valleys & ridges. Detailed instructions follow.

READ THESE INSTRUCTIONS & SAVE FOR REFERENCE NM 1


WARNING This oil unit should only use commercial diesel fuel that it is designed for. DO NOT use untreated waste (i.e. contaminated oil, petrol, crank case oil,

or any oil containing petrol) DO NOT light up the unit until it has been completely installed and tested

OPERATING INSTRUCTIONS for Nestor Martin diesel heaters

THESE INSTRUCTIONS SHOULD BE KEPT I N A CONSPICUOUS PLACE, NEAR THE HEATER AND MAINTAINED I N A REASONABLE CONDITION FOR FUTURE REFERENCE.

BEFORE LIGHTING CHECK THAT :

. The tap on the fuel tank is open.

. The reset lever on the oil control valve is in the upwards position.

The electric ignition system operates by heating a small electric heating element positioned in the bottom of the burner pot. Diesell entering the burner pot is drawn by capillary attraction into s/s gauze then heated to its ignition temperature by the heating element. The coil is energized f o r only 1 min. during each ignition cycle, by turning the ignition timer dial. FAILURE TO IGNITE The system will fail if there is insufficient or too much diesel in the pot or because of electric power failure. When no diesel or excess diesel is present check the setting of the oil control valve, its arming lever & supply line should be checked for faults. DO NOT repeatedly attempt to ignite a burner i f i t fails to light. I f no cause is found call the service man.

ELECTRIC IGNITION—LIGHTING THE DIESEL HEATER Move the control to the 'flash' position - Open the door a little Wait f o r lmin. & then turn the ignition timer dial all the way. (In the case of power cut this unit can be lit manually using a piece of f irelighter cube) Close the door a f te r 3-4 mins. DO NOT move beyond position - until the flame has properly stabilised and is dominantly blue. IMPORTANT : NEVER relight the unit i f the burner is st i l l hot. (Leave a t least 30 mins)

STOPPING THE DIESEL HEATER Turn the control knob to o f f position '0'.

N.B. IF HEATER IS NOT BEING USED FOR SOME TIME L i f t the reset button upwards to stop the flow of oil through the oil control valve. Turn o f f the fuel tank.

CONTROLLING THE FLAME i. The control knob is adjustable and controls the flame from positions '1' to '6'. (Lo—Hi) ii. Turn the heater up in stages. (no more than 2 settings at a time to allow the flame to stabilize)

NM 3

U I I I I I I I I I

I I I

NB Do not open door when lit.


MAINTENANCE / SERVICING

i. Scrubber every couple of weeks, clean the fuel feed pipe to the burner. Operate the soot-remover with a push-pull movement whilst slowly turning the rod.

ii. Reflectors and boor Glass Clean when cold using mild detergent or water with vinegar. Wipe, then dry well.

- Never use heater with a broken glass, Contact manufacturer to replace.

iii. Annual Service This is strongly recommended to have the equipment, f i l ter etc cleaned and serviced yearly.

iv. Flooding the Pot In case of flooding in the burner pot, Turn the control knob to '0' position (off) and call serviceman to rectify the problem by draining the pot.

v. I f the Pot is Hot That is, i f the unit has been in operation for an extended period of time in which case the burner pot would be hot. Allow the pot to cool down for at least half an hour before attempting to relight the heater.

vi. Fuel . Class of fuel - commercial diesel.

. Minimum flash point - 60*C.

. Maximum viscosity - 3.25 cST at 40*C.

Vii Safety Controls

. The valve on the fuel tank should be turned of f whenever the diesel heater is not in use.

I

I I I I

. The door and other moveable fittings to the combustion chamber should be securely closed during the operation of the unit, so as not to create a hazard, in the event of an explosion in the combustion chamber.

. A fire valve is present in case of overheating of the unit.

. A heater guard is desireable i f there are small children in the home.

. Keep all air-intakes free.

.WARNING - Do not drape clothes etc. over the heater or place any combustible items directly in front of the glass, within a metre of the door.

NM 4

I

I I I I I I I I I I I I


5(c) TROUBLESHOOTING

I f no oil enters the heater check :- . There is fuel in diesel tank.

• Tank valve is turned on. • Fire stop valve is open. • Oil control valve reset lever is down.

• Control knob is at 'on' position Cl' or'2').

. Pot inlet is clean (see maintenance instructions).

For combustion problems, smoke soot, check the following :- . Correct fuel grade.

• Adequate room ventilation.

• Heater door fully closed.

• Flue unrestricted.

• Draft balance free.

I I n the case of Flame failure i.e. I f the heater should go out during normal operation or fail

I t o light, the following procedure should be carried out:- . Turn control knob to O f f position C0').

I • L i f t reset lever on oil control valve. . Allow heater to cool to room temperature (at least 30mins.).

I • Remove catalyser and check i f pot is flooded. • Remove excess oil from pot by soaking up with absorbent material. I • Relight heater.

I I I

SERVICE AGENT: TROPICAIR HEATING LTD 32 Sandyford Street, Sydenham CHRISTCHURCH Ph: 3790438 fx:3790638 NM 5

I

Rlimai EXPERIENCE OUR INNOVATION

Continuous Flow Water Heaters

s Installation Manual

1

To suit models:

Rinnai Infinity VT16 REU-VR1620WG Rinnai Infinity HD200 REU-VRM2632WC

Rinnai Infinity VT20 REU-VR2024WG Rinnai Infinity HDi200 REU-VR2632FFUG

Rinnai Infinity VT24 REU-VR2426WG Rinnai Infinity HD250 REU-VR3237WG

Rinnai Infinity VT26 REU-VR2626WG Rinnai Infinity EF24 REU-K2430WG

Rinnai Infinity VTa26 REU-VR2626WGT Rinnai Infinity EF250 REU-KM3237WD

Rinnai Infinity EFi250 REU-KM3237FFUD

i = internal a = aggressive water

Models are not suitable as a spa or swimming pool heater.

Internal Rinnai continuous flow internal water heaters ( " models) must be installed with an approved Rinnai flue system.

Appliance must be installed, commissioned and serviced by a licensed tradesperson in accordance with these instructions and all applicable local rules and regulations.

Your Rinnai continuous flow water heater complies with NZS 5262. A declaration to this effect can be found on the Energy Safety web site; www.energysafety.govt.nz.

I Dip switch settings - important

1

Dip switch settings must only be changed by a licensed gasfitter. They have been provided as there may be a requirement to change the temperature of the water delivered from the water heater.

WARNING

Care must be taken when changing the temperature settings as the dip switches are small and can be easily switched or bumped into the wrong position. Please use this information carefully and fully check the operation of the water heater before leaving site including the temperature o f the water delivered.

The cover of the water heater will need to be removed to carry out this operation. As this will expose live mains voltage wiring please disconnect the power supply before removing the front cover.

We wish to draw your attention to the requirements of the New Zealand Building Code and compliance document G12. This requires that water delivered to sanitary fixtures be no more than 55 °C. Increasing the water heater set temperature will therefore require that you protect all sanitary fixtures to which the appliance is plumbed with suitable tempering valves or similar.

Rinnai will accept no liability for issues arising out o f the use o f this dip switch information. I f you have any doubts about the performance of the water heater please contact Rinnai by phoning 0800 TO RINNAI (0800 86 746 624).

The setting of water temperatures in domestic model Infinity units (white cases) to greater than 55 °C (with the exception o f units set to 75 °C in domestic solar installations) will reduce the warranty period. Refer t

land information memorandum · 2020. 3. 22. · land information memorandum . application . kim...

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