Earthquake Strengthening
Our Church Building needs strengthening to withstand earthquakes if we are to continue using it into the future.
The Earthquake Strengthening Project began in 2012 and is continuing.
Information on this page is in reverse Chronological order.
On 17 May 2019 our Building Consent application was submitted to the Hutt City Council (HCC). But there were minor amendments needed before they accepted it on 29 May.
We have applied for consent to carry out a seismic upgrade of the church. The building was assessed to have a seismic lateral load capacity of between 30 and 40% NBS (new building standard) in its current condition, the limiting structural element being the capacity of the diagonal strap bracing within the roof structure. The reinforced concrete walls, bell tower and foundation bearing capacity are capable of resisting more than 100%NBS demands in both orthogonal directions of the building.
The upgrade will focus on replacing the whole of the existing church ceiling with a plywood diaphragm to bring the roof bracing to above 100% NBS. The roof trusses will also be re-cladded with plywood and there will be minor work on fire safety and accessibility, including installation of emergency lighting.
On 7 June HCC told us that our structural strengthening documentation, prepared by our engineers New Zealand Consulting Engineers Limited, is to be reviewed by a consulting engineer on their behalf.
The Seismic Review Committee Report to our Annual General Meeting, 31 March 2019 is HERE
Progress Report at 25 November 2018.
At our last update on 29 July we told you that our engineers had completed their Detailed Seismic Assessment(DSA) of our Church building and that they don’t consider the church earthquake prone, so we gave their Assessment to Hutt City Council (HCC) and asked them to remove the EQ prone notice.
Unfortunately HCC are very conservative and wouldn’t do that. Colin Hickling and Murray met them and asked if they would give the assessment to their consultant engineers to evaluate before our engineers moved on to the design phase. They agreed, but advised us that they'd still require a peer review of the final design and analysis at Building Consent stage and the new as Analysis would be assessed against the earlier Sawrey analysis held by Council. The options were discussed within our SRC and with our Engineers, who were confident of their analysis. We therefore instructed our engineers to carry on with designing plywood bracing for the church roof, in accordance with their analysis. Their completion date for the design was early November but a drawing set for comments was finally delivered on Thursday last. We will take a few days to get to grips with the details and have a committee meeting this week to discuss them.
We then expect to move on to applying to Council for a building consent. The architect assisting in the old proposal has agreed to provide services as needed for this new solution. He will help with the permit application as the process is complex and he can also help with some peripherals like fire egress that we’ll need to include in the application.
Council tell us they’ll give our whole package of analysis and design to one of their consultant engineers to evaluate, and hopefully we’ll get a Building Consent. With only a month to Christmas and given the Consent process takes a month off over that period our current timing expects that Council’s consideration will not commence until the New Year. At that point we expect to be able to go out to tender again. But as mentioned earlier, Council are very conservative, so let’s not count our chickens. But God and Council willing we’ll eventually get there, and with a project that we can afford.
We’ve also been working on some other issues, including acoustic testing on the existing church building, so that we can measure the effect of the building work on acoustics, but our main focus is to get the building earthquake resistant up to 67% or 100% of the National Building Standard. Then we can assess our finances and maybe think about some ‘nice to dos’.
Colin Jon & Murray, Seismic Review Committee.
At 29 July 2018:
Today Reverend Karl announced that our Consulting Engineers NZCEL have completed a Detailed Seismic Assessment of our Church and this has been delivered to Hutt City Council with a request to remove their "Earthquake Prone" notice. More detail is HERE.
Since we decided no to accept the tender for strengthening work in October 2017 we have formed a Seismic Review Committee (SRC) to review all aspects of the project. Hutt City Council (HCC) have also become involved and have communicated with the Diocese Property Manager. Both are very supportive of our progress so far.
A second engineering consultant, New Zealand Consulting Engineers Ltd (NZCEL), are now working on the project. They have delivered an Analysis of our Church building using computer based modelling that indicated a better inherent building strength than the earlier work. Their 3D computer model avoids over simplification and better recognizes all parts of the building contributing to its seismic performance. The same consultants have recently done similar work for the Anglican Cathedral and St Francis de Sales church in Wellington and in both cases the conclusions were positive for the parishes and largely accepted by Wellington City Council.
Some on-site checking of existing bracing above the ceiling in the church was carried out on May 2, photos below to enhance the reliability of the analysis.
NZCEL delivered a Detailed Seismic Assessment (DSA) in June which has now been finalised and delivered to HCC who are likely to require it to be peer reviewed. Once agreement is reached between the peer reviewer and our consultant, it is hoped that HCC agree to remove their present “earthquake prone” notice - although removal may be subject to some recommended work to strengthen the roof bracing being undertaken first. We now await Council's response. Provided HCC substantially accept the DSA total remedial works should be substantially less than the tender we had last year.
Because on 20 March HCC notified us that the Church is earthquake prone and rated it at 10% of the National Building Standard. In response Reverend Karl and our Wardens decided that we shall temporarily cease using the Church and move to the Church Hall. Rev. Karl's Palm Sunday sermon has more detail on this. A copy of the HCC notice is here.
The SRC report to the 8 April AGM is HERE. This report was updated with Power Point slides. The slides and some additional ones are HERE.
Further detail on progress will be available soon.
We have applied for consent to carry out a seismic upgrade of the church. The building was assessed to have a seismic lateral load capacity of between 30 and 40% NBS (new building standard) in its current condition, the limiting structural element being the capacity of the diagonal strap bracing within the roof structure. The reinforced concrete walls, bell tower and foundation bearing capacity are capable of resisting more than 100%NBS demands in both orthogonal directions of the building.
The upgrade will focus on replacing the whole of the existing church ceiling with a plywood diaphragm to bring the roof bracing to above 100% NBS. The roof trusses will also be re-cladded with plywood and there will be minor work on fire safety and accessibility, including installation of emergency lighting.
On 7 June HCC told us that our structural strengthening documentation, prepared by our engineers New Zealand Consulting Engineers Limited, is to be reviewed by a consulting engineer on their behalf.
The Seismic Review Committee Report to our Annual General Meeting, 31 March 2019 is HERE
Progress Report at 25 November 2018.
At our last update on 29 July we told you that our engineers had completed their Detailed Seismic Assessment(DSA) of our Church building and that they don’t consider the church earthquake prone, so we gave their Assessment to Hutt City Council (HCC) and asked them to remove the EQ prone notice.
Unfortunately HCC are very conservative and wouldn’t do that. Colin Hickling and Murray met them and asked if they would give the assessment to their consultant engineers to evaluate before our engineers moved on to the design phase. They agreed, but advised us that they'd still require a peer review of the final design and analysis at Building Consent stage and the new as Analysis would be assessed against the earlier Sawrey analysis held by Council. The options were discussed within our SRC and with our Engineers, who were confident of their analysis. We therefore instructed our engineers to carry on with designing plywood bracing for the church roof, in accordance with their analysis. Their completion date for the design was early November but a drawing set for comments was finally delivered on Thursday last. We will take a few days to get to grips with the details and have a committee meeting this week to discuss them.
We then expect to move on to applying to Council for a building consent. The architect assisting in the old proposal has agreed to provide services as needed for this new solution. He will help with the permit application as the process is complex and he can also help with some peripherals like fire egress that we’ll need to include in the application.
Council tell us they’ll give our whole package of analysis and design to one of their consultant engineers to evaluate, and hopefully we’ll get a Building Consent. With only a month to Christmas and given the Consent process takes a month off over that period our current timing expects that Council’s consideration will not commence until the New Year. At that point we expect to be able to go out to tender again. But as mentioned earlier, Council are very conservative, so let’s not count our chickens. But God and Council willing we’ll eventually get there, and with a project that we can afford.
We’ve also been working on some other issues, including acoustic testing on the existing church building, so that we can measure the effect of the building work on acoustics, but our main focus is to get the building earthquake resistant up to 67% or 100% of the National Building Standard. Then we can assess our finances and maybe think about some ‘nice to dos’.
Colin Jon & Murray, Seismic Review Committee.
At 29 July 2018:
Today Reverend Karl announced that our Consulting Engineers NZCEL have completed a Detailed Seismic Assessment of our Church and this has been delivered to Hutt City Council with a request to remove their "Earthquake Prone" notice. More detail is HERE.
Since we decided no to accept the tender for strengthening work in October 2017 we have formed a Seismic Review Committee (SRC) to review all aspects of the project. Hutt City Council (HCC) have also become involved and have communicated with the Diocese Property Manager. Both are very supportive of our progress so far.
A second engineering consultant, New Zealand Consulting Engineers Ltd (NZCEL), are now working on the project. They have delivered an Analysis of our Church building using computer based modelling that indicated a better inherent building strength than the earlier work. Their 3D computer model avoids over simplification and better recognizes all parts of the building contributing to its seismic performance. The same consultants have recently done similar work for the Anglican Cathedral and St Francis de Sales church in Wellington and in both cases the conclusions were positive for the parishes and largely accepted by Wellington City Council.
Some on-site checking of existing bracing above the ceiling in the church was carried out on May 2, photos below to enhance the reliability of the analysis.
NZCEL delivered a Detailed Seismic Assessment (DSA) in June which has now been finalised and delivered to HCC who are likely to require it to be peer reviewed. Once agreement is reached between the peer reviewer and our consultant, it is hoped that HCC agree to remove their present “earthquake prone” notice - although removal may be subject to some recommended work to strengthen the roof bracing being undertaken first. We now await Council's response. Provided HCC substantially accept the DSA total remedial works should be substantially less than the tender we had last year.
Because on 20 March HCC notified us that the Church is earthquake prone and rated it at 10% of the National Building Standard. In response Reverend Karl and our Wardens decided that we shall temporarily cease using the Church and move to the Church Hall. Rev. Karl's Palm Sunday sermon has more detail on this. A copy of the HCC notice is here.
The SRC report to the 8 April AGM is HERE. This report was updated with Power Point slides. The slides and some additional ones are HERE.
Further detail on progress will be available soon.
Click to see captions and larger versions of the photo gallery.
You can Contribute to our Earthquake Strengthening Fundraising Project HERE.
Earlier Information on Our Earthquake Strengthening Project
The information below should be read in the context of progress with the project when the material was written.
As at Christmas 2017:
We have had Engineering Drawings prepared and the project was recently put out to tender. Vestry decided not to accept the only tender that we received and this decision was agreed to by a Special Members' Meeting on Sunday, 29 October 2017.
Vestry are now in the process of creating and empowering a Seismic Review Committee that will support our Church Wardens as we continue on our EQ journey and explore future options for our church.
For more background see the articles on our strengthening journey in the November 2017 Building Bridges magazine. Note that the articles on pages 4 to 7 there preceeded the decision to reject the tender.
We have had Engineering Drawings prepared and the project was recently put out to tender. Vestry decided not to accept the only tender that we received and this decision was agreed to by a Special Members' Meeting on Sunday, 29 October 2017.
Vestry are now in the process of creating and empowering a Seismic Review Committee that will support our Church Wardens as we continue on our EQ journey and explore future options for our church.
For more background see the articles on our strengthening journey in the November 2017 Building Bridges magazine. Note that the articles on pages 4 to 7 there preceeded the decision to reject the tender.
Read the Building Strengthening Project Brochure From March 2015, for an overview of the initial projected costs and funding. Note that the financial information there has been superseded.
Read a 2015 Hutt News article about the Fundraising Launch Function .
Inside (May 2018) and Outside (September 2016) Roof investigations.
Structural Strengthening views of model, original design.
The Strengthening Project Inaugural Dinner and Presentation.
