BEFORE THE CHRISTCHURCH REPLACEMENT DISTRICT PLAN INDEPENDENT HEARINGS PANEL. (Submitter 3397)

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1 EFORE THE HRISTHURH REPLEMENT DISTRIT PLN INDEPENDENT HERINGS PNEL IN THE MTTER of the Resource Management ct 99 ('the ct') ND IN THE MTTER of the Proposed Replacement District Plan Natural and Historic Heritage chapter (hapter 9) Stage SUMITTER RIHRD SHNEIDEMN INVESTMENT TRUST (Submitter 97) EVIDENE OF RIHRD SHNEIDEMN ON EHLF OF RIHRD SHNEIDEMN INVESTMENT TRUST 0 December 05 Presented for filing by: dderley Head 5 Worcester oulevard, 80 PO ox 6, 840 Tel Fax

2 INTRODUTION My full name is Richard George Schneideman. I am ompany Director of DF Souvenirs and live at 46 Weka Street,. I am the Trustee and Settlor of the Richard Schneideman Investment Trust (the Trust). The Trust owns the property at 48a Fendalton Road which contains a residential dwelling (the building) that has been listed in the replacement District Plan (the prdp) as a significant heritage item. The Trust has lodged a submission seeking the removal of the building from the prdp. I am authorised by the Trust to make this statement in support of the Trust s submission. SOPE OF EVIDENE 4 My evidence will address the following matters- (a) (b) (c) (d) (e) brief background Damage caused to the building by the anterbury Earthquakes Settlement of the Trust s insurance claim Personal circumstances around the time of settlement What will it mean for the Trust if the building must be repaired. EXEUTIVE SUMMRY 5 Our family home at 48a Fendalton Road has suffered extensive damage after the anterbury Earthquakes. I have spent a large number of hours negotiating with EQ, the Trust s insurer Vero Insurance (Vero), tradesmen and experts on whether the house can be repaired or rebuilt. 6 During the settlement negotiations a number of stressful personal events occurred. decision was made by the Trustees and myself that it would be better to cash settle the Trust s insurance claim rather than having to continue with the ongoing stress. In hindsight I realise this was not the best idea as the settlement amount is unlikely to cover the full cost of repair to the building. Page /7

3 KGROUND 7 The Trust purchased the property at 48a Fendalton Road in November 008. In May 009, my then wife, Susan, and our two girls moved into the house as our residential home. 8 We found out about the heritage listing of the building prior to purchasing the property. The building has had a number of significant modifications. I understand that at one stage the building was converted into four flats. It has since been converted back to one family dwelling, however a number modifications have been made to it. 9 The building suffered extensive damage in the anterbury Earthquakes. fter the February 0 earthquake an engineer determined that it was not safe for people to live in. The house has remained empty since February 0. I have always had the intention of repairing the house and have spent over 500 hours with EQ, insurance and tradesmen since the earthquakes. I have also maintained the 700m² garden since the earthquakes. 0 I was surprised when I received a letter from the ouncil saying that the building would remain on the heritage listing in the prdp. I did not expect that it would retain its heritage listing given the extent of modifications that has occurred on the building over time and the extent of damage that the building suffered from the anterbury Earthquakes. fter receiving legal advice I understand that the demolition of a heritage building is not a straightforward process and that it requires resource consent. I also now understand that to repair the building will also require a resource consent to ensure that the heritage values are maintained. I am concerned about what added cost this will mean, over and above my insurance settlement amount. DMGE USED TO THE UILDING Y THE NTERURY ERTHQUKES, The building was extensively damaged after the February 0 earthquake. Immediately after the earthquakes my contractor, Dax Morel from Morel onstruction, assessed the property to complete emergency works. He told me that the property was unsafe for my family to live in. The house was then Page /7

4 assessed by an engineer and was deemed to be un-inhabitable. It has remained empty since February 0. The Trust engaged Kirk Roberts onsulting Engineers to prepare a structural assessment and determine repair options. Vero decided that Kirk Roberts was taking too long to prepare the structural assessment so engaged EOM to complete the repair methodology and prepare design plans and a repair methodology. copy of the design plans are attached at ppendix. 4 The EOM report was given to Morrel onstruction Limited to cost. Dax prepared an estimate for the cost of repair and also the cost of demolition and rebuild. These costing were provided to Vero and formed part of the settlement negotiations. 5 I understand from my conversations with the engineers, Vero and Dax that extensive repairs are needed to the building. It is estimated that it will take up to a year for the repair to be completed, not taking into account the time to obtain building and resource consents. SETTLEMENT OF THE TRUST S INSURNE LIM 6 The Trust negotiated with Vero Insurance from soon after the February earthquake to mid December 04. The Trust and I always had the intention of repairing the building and for my girls and me to move back into our family home. 7 Given the personal circumstances that I have mentioned below, in particular the passing of my father, the Trust and I decided that cash settlement would be the best option moving forward. 8 In January 05 I received a settlement figure of $, , as shown in the correspondence attached at ppendix. This settlement amount remains in the Trust s account. 9 t the time of settlement I was under immense personal stress and pressure. In hindsight I realise that this was not the best decision because of the risks involved with repairing heritage buildings. 0 I have had lengthy talks with builders and professionals on repairing the building and have been told with the age of the house and the extent of Page 4/7

5 damage, there are a number of risks to repair. We have been advised from, Morrel onstruction that heritage buildings often require a number of variations and a number of things can go wrong during repair. s we have cash settled with the insurance company, any variations would need to be paid for by the Trust and it is possible these could be over and above the settlement figure. When discussing with our builders they have suggested that we would be better off demolishing the building and rebuilding a new dwelling at a fixed cost. The Trustees agree with this recommendation. PERSONL IRUMSTNES ROUND THE TIME OF SETTLEMENT hallenges finding alternative accommodation My children and I have moved four times since the earthquakes due to the limited long term tenancies available after the earthquakes. In February 0, immediately after the big earthquake we moved into temporary accommodation for a couple of weeks. We then found a 6 month lease for a property out in Tai Tapu. Susan, and I decided to take our daughters out of athedral Grammar for a term and for them to go to school at Tai Tapu. The lease for the Tai Tapu property ran out in September 0. We then moved back into town, and moved into Garreg Road. In September 0, Susan went over to Perth for a work conference and when she returned she asked me to move out of the family home. 4 I continued to pay the rent at Garreg Road, but moved in with my father. Susan and I agreed to a 50/50 custody arrangement. Moving back in with my father was very stressful for him as my mother passed away in In November 0 I found a house on Straven Road for my daughters and me to live in. We moved back into my father s house in February 05 as my father passed away earlier this year. We will need to move out of this property and find another rental property early next year as we have nearly come to an agreement with the insurance company on my father s house. EQ only handed it over to the insurance company late last year. Page 5/7

6 Separation and divorce 6 s mentioned above, my wife, Susan and I separated in 0. Susan and I are still in the process of matrimonial settlement and I have been advised by her lawyer that she will be taking legal proceeding against the Trust for her share of the Fendalton Road property. 7 The whole process of shifting homes and dealing with the divorce has been very unsettling and stressful for my two girls and myself. My girls are and 9 and have not had a home they can all their own for almost 5 years. I would like everything to be resolved so that I can find a family home and move on with our lives. Death of my father 8 My father was diagnosed with a brain tumour in September 04 and passed away in January 05. The girls and I moved back into his house to help organise his belongings. 9 I am one of the executors of my father s estate. His estate is very complex and will not be settled for quite a while yet. Dealing with the death of my father has been a very hard emotional time and also very stressful and time consuming dealing with his estate. Effect of the earthquakes on my business and property interests 0 I am the company director of DF Souvenirs Limited, we specialise in selling tourist souvenirs. Prior to the earthquake we had a large retail store in a building we owned on the corner of olombo and Gloucester Street. While sorting the insurance settlement for my family home, I have also been organising the insurance settlement for this building. Working through this insurance claim has been a very difficult task and we only settled with our insurance company last year. We are still negotiating with anterbury Earthquake Recovery uthority (ER) about the compulsory acquisition of this land. t this stage it is unknown when this will be settled. Page 6/7

7 WHT WILL IT MEN FOR THE TRUST IF THE UILDING MUST E REPIRED The most important thing for me is for my girls and me to have a permanent home. Our lives have been transient for the past 5 years and I would like for them to be able to go back to normal. I am concerned that there is large risks involved with repairing the building as there are a number of uncertainties in the settlement figure. I am concerned that if these risks eventuate then the cost of rebuild will run over the settlement amount and that the Trust will have to pay any cost over and above that amount. 4 If the building retains its heritage listing and the Trust is required to repair the building it will need to reassess the options available to it such as selling the property on an as is where is basis. ONLUSIONS 5 My family home was extensive damaged through the anterbury Earthquakes. fter the earthquakes it was deemed unsafe to live in and has remained empty since February 0. 6 repair methodology was prepared commissioned by Vero and costed by Morel onstruction. The Trust and I decided to settle the insurance claim because at the time of negotiation I was under significant personal stress. I understand that there are a number of uncertainties in the settlement figure and that there is a large risk that the repair strategy could run over the settlement figure. ny amount over and above the settlement figure will need to be covered by the Trust. 7 Given all the stress I and my children have been though over the last 5 years, we would like to move on with a new house and not have the continual stress of repairing and all the problems and risk that will go with it. Richard George Schneideman 0 December 05 Page 7/7

8 .0 OVER.00 GENERL NOTES /07/4.0 LOTION & SITE PLNS /07/4.0 EXISTING GROUND FLOOR PLN /07/4.0 EXISTING FIRST FLOOR PLN /07/4.04 EXISTING ELEVTION /07/4.05 EXISTING ELEVTION /07/4.06 REPIR STRTEGY /07/4.07 FOUNDTION REONSTRUTION DETILS /07/4.08 FOUNDTION REONSTRUTION DETIL /07/4.09 FOUNDTION REONSTRUTION DETIL /07/4.0 EXTERIOR PHOTOGRPHS /07/4. EXTERIOR PHOTOGRPHS /07/4. INTERIOR PHOTOGRPHS /07/4. INTERIOR PHOTOGRPHS /07/4.4 HIMNEY'S REMOVED PHOTOS /07/4.5 EXISTING PORTL FRME - KITHEN - SN /07/4.6 EXISTING KITHEN ROSS SETION - SN /07/4.7 EXISTING KITHEN HIMNEY - SN /07/4.8 HIMNEY REPIR DETILS /07/4.9 GROUND FLOOR RING PLN /07/4.0 FIRST FLOOR RING PLN /07/4 VERO INSURNE

9 opyright EOM New Zealand Limited, 0. GENERL NOTES. MTERILS ND WORKMNSHIP SHLL OMPLY WITH THE NEW ZELND UILDING ODE ND LL RELEVNT NEW ZELND STNDRDS.. THESE DRWINGS SHLL E RED IN ONJUNTION WITH THE PROJET DOUMENTS OF OTHER ENGINEERING ND OTHER PROFESSIONL DISIPLINES ND OTHER SUH WRITTEN INSTRUTIONS THT MY E ISSUED. LL DIMENSIONS ND DETILS SHLL E HEKED FOR GREEMENT WITH THE OTHER PROJET DOUMENTS.. DIMENSIONS SHLL NOT E SLED. NY DISREPNIES WITHIN THE DOUMENTTION SHLL E REFERRED FOR LRIFITION ND PPROVL EFORE PROEEDING. IF IN DOUT, SK. 4. LL DIMENSIONS ND LEVELS RE IN MILLIMETRES ND OORDINTES RE IN METRES UNLESS NOTED OTHERWISE. 5. SETTING OUT DIMENSIONS SHLL E VERIFIED ON SITE Y THE ONTRTOR, WHO SHLL E RESPONSILE FOR THEIR ORRETNESS. LL DIMENSIONS OF EXISTING STRUTURES SHLL E HEKED Y THE ONTRTOR PRIOR TO FRITION ND ERETION. 6. DURING ONSTRUTION THE STRUTURES ND EXVTIONS SHLL E MINTINED IN SFE ND STLE ONDITIONS T LL TIMES ND NO PRT SHLL E OVERSTRESSED. THE ONTRTOR SHLL PROVIDE TEMPORRY WORKS SUH S RING, PROPPING ND SHORING S NEESSRY TO KEEP THE WORKS STLE T LL TIMES. WHERE NEESSRY, THE ONTRTOR SHLL ENGGE STRUTURL ENGINEER TO DESIGN ND ERTIFY THE TEMPORRY WORKS. 7. EXISTING SERVIES SHOWN ON DRWINGS RE INDITIVE ONLY. PRIOR TO OMMENEMENT OF ONSTRUTION, THE ONTRTOR SHLL IDENTIFY LL EXISTING SERVIES. NY DMGE TO THE EXISTING SERVIES SHLL E RETIFIED T THE ONTRTOR'S EXPENSE. 8. LL DISTURED RES NOT SUJET TO NEW WORKS SHLL E REINSTTED TO THEIR ORIGINL ONDITION Y THE ONTRTOR T THE OMPLETION OF WORKS. 9. THE DRWINGS MY NOT SHOW LL DETILS OF FIXTURES, INSERTS, SLEEVES, OPENINGS ET REQUIRED Y THE VRIOUS TRDES. LL SUH DETILS, INLUDING REESSES ND HSES, RE TO E PPROVED Y THE ENGINEER EFORE PROEEDING WITH ONSTRUTION. 0. WHERE ENGINEERING INSPETIONS RE REQUIRED, THE ONTRTOR SHLL GIVE MINIMUM OF 48 HOURS NOTIE. LL WORKS TO E INSPETED MUST E OMPLETED PRIOR TO THE TIME OF INSPETION. INSPETIONS DO NOT RELIEVE THE ONTRTOR OF RESPONSIILITY FOR THE OMPLETENESS ND ORRETNESS OF THE WORKS.. REFER NY DISREPNY, MIGUITY, OMISSION OR INONSISTENY TO THE ONTRT DMINISTRTOR EFORE PROEEDING WITH THE WORK.. WORKS SHLL E RRIED OUT IN ORDNE WITH LL WORKOVER REQUIREMENTS ND OUPTIONL HELTH ND SFETY T REGULTIONS.. SERVIES SHOWN ON DRWINGS RE INDITIVE ONLY. PRIOR TO THE OMMENEMENT OF ONSTRUTION WORKS, THE ONTRTOR IS TO IDENTIFY LL EXISTING SERVIES. NY DMGES TO THE EXISTING SERVIES RE TO E RETIFIED T THE ONTRTOR'S EXPENSE. 4. LL PROPRIETRY PRODUTS RE TO E INSTLLED STRITLY IN ORDNE WITH MNUFTURERS' WRITTEN REOMMENDTIONS UNLESS NOTED OTHERWISE. 5. NON-LOD ERING ELEMENTS SHLL E KEPT LER OF THE STRUTURL SOFFIT Y N LLOWNE DETERMINED FROM SPN/50 OR NTILEVER/5 UT NOT LESS THN 0MM UNLESS NOTED OTHERWISE ON THE DRWINGS. ONSTRUTION OF NY MSONRY WLLS OR OTHER PERMNENT LODING MUST NOT E UILT ON ONRETE SLS OR EMS UNTIL FORMWORK SUPPORTING SME HS EEN REMOVED. HOWEVER PROPS ND FORMWORK SHLL NOT E REMOVED EFORE THE MINIMUM TIME SPEIFIED. DISTRIUTE MSONRY ON SL DJENT TO ITS FINL POSITION PRIOR TO ONSTRUTING WLLS. LL UNREINFORED MSONRY WLLS RE TO E SEPRTED FROM UTTING ONRETE WITH TWO LYERS OF SUPER LOR. 0. INSPETIONS WILL E PERIODI ND REPRESENTTIVE ND WILL NOT NEESSRILY E MDE OF LL WORKS. THE ONTRTOR IS TO DVISE THE ENGINEER OF LL WORK OMPLETION, UT ELETION TO INSPET OR OTHERWISE WILL E T THE ENGINEERS DISRETION. THE ONTRTOR IS TO LLOW TIME ND PROVIDE SITE ESS FOR THE INSPETIONS TO TKE PLE ND IS TO HVE RESPONSILE SITE SUPERVISOR VILLE TO REEIVE NY OMMENT OR DIRETION FROM THE INSPETING PRTY.. WHERE STRUTURL ELEMENTS RE ND ERTIFIED Y OTHER PRTIES, THE UILDER SHLL OTIN WRITTEN ERTIFITION OF THESE ELEMENTS, PRIOR TO PROEEDING WITH NY ONSTRUTION WHIH MY PREVENT INSPETION OR REMEDIL WORKS EING UNDERTKEN TO THESE ITEMS. FOUNDTION NOTES. FOUNDTION DEPTHS RE SED ON LIMITED SITE INVESTIGTION DT. SHOULD EXVTION ON SITE DURING ONSTRUTION ONSTRUTION ENOUNTERED FILL, OR OTHERWISE UNSUITLE MTERIL, GEO-TEHNIL ENGINEER SHOULD E DVISED.. FOOTINGS SHLL E ONSTRUTED ND KFILLED S SOON S POSSILE FTER EXVTION. DESIGN LODS: LL LODS RE IN ORDNE WITH S/NZS 70:00 PRTS 0-, S/NZS 700: 00 PRT ND NZS 70:004 PRT 5 H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD STRUTURL STEELWORK NOTES. MTERILS, FRITION ND ERETION SHLL E IN ORDNE WITH NZS 404.:009. SETTING OUT DIMENSIONS SHLL E VERIFIED ON SITE Y THE ONTRTOR WHO SHLL E RESPONSILE FOR THIER ORRETNESS.. THE ONTRTOR SHLL PROVIDE ND LEVE IN PLE UNTIL PERMNENT RING ELEMENTS RE ONSTRUTED, SUH TEMPORRY RING S IS NEESSRY TO STILISE THE STRUTURE DURING ERETION. 4. UNLESS OTHERWISE NOTED LL MTERIL SHLL E: - GRDE 50 HOT-ROLLED PLTES OMPLYING WITH S/NZS GRDE 00 HOT-ROLLED U, U, PF, TF, TF, E, U ND FLTS OMPLYING WITH S/NZS GRDE 00 W, W OMPLYING WITH S/NZS GRDE 50 RHS, SHS, HS OMPLYING WITH S6 5. WELDING: WELDING IS TO E RRIED OUT IN ORDNE WITH S/NZS 554., S/NZS 554. WELDING ONSUMLES TO E E48XX OR W50X UNLESS NOTED OTHERWISE. LL WELDS TO E 6mm ONTINUOUS FILLET WELD (FW) SP TEGORY UNLESS NOTED OTHERWISE. LL UTT WELDS TO E FULL PENETRTION UTT WELD (FPW) ND TO E SP TEGORY UNLESS NOTED OTHERWISE. INSPETIONS TO E RRIED OUT TO S/NZS 554.:0 UNLESS NOTED OTHERWISE IN THE DRWINGS OR SPEIFITION. MINIMUM EXTENT OF NON-DESTRUTIVE EXMINTION (NDE) SHLL E S FOLLOWS: WELD TEGORY GP SP THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN VISUL SNNING JE H VISUL MENS EXTENT OF NDE, % VISUL EXMINTION MGNETI PRTILE (FOR FILLET WELD) HEKED TL HEKED H OTHER MENS PPROVED TKS DTE 07//4 RDIOGRPHY OR ULTRSONI (FOR UTT WELD) OLTS, NUTS ND WSHERS: STEEL OLTS, NUTS ND WSHERS SHLL OMPLY WITH THE RESPETIVE STNDRDS S PPROPRITE. DESIGNTION: 4.6/S REFERS TO GRDE 4.6 OMMERIL OLTS TO S, TIGHTENED TO SNUG TIGHT ONDITION TO NZS 404.: /S REFERS TO GRDE 8.8 HIGH STRENGTH STRUTURL OLTS TO S5, TIGHTENED TO SNUG TIGHT ONDITION TO S /T REFERS TO GRDE 8.8 HIGH STRENGTH STRUTURL OLTS TO S5 FULLY TENSIONED TO S400 S ERING TYPE JOINT. 8.8/TF REFERS TO GRDE 8.8 HIGH STRENGTH STRUTURL OLTS TO S5 FULLY TENSIONED TO S400 S FRITION JOINT WITH ONNETING SURFES LEFT UNOTED. 7. STEEL OLTS, NUTS ND WSHERS SHLL E HOT-DIP GLVNIZED UNO. 8. LL HOLD-DOWN OLTS SHLL E GRDE 4.6/S ND HOT-DIP GLVNIZED FTER FRITION UNO. GRDE 8.8 HOLD-DOWN OLTS SHLL NOT E USED WITHOUT PPROVL UNLESS SO INDITED ON THE DRWINGS. 9. HIGH STRENGTH OLTS SHLL NOT E RE-TORQUED OR RE-USED. 0. WITH THE EXEPTION OF HOLD-DOWN OLTS, OLT HOLES SHLL E MM LRGER IN DIMETER THN THE NOMINL OLT DIMETER. HOLES FOR HOLD-DOWN OLTS SHLL E 4MM LRGER THN THE NOMINL OLT DIMETER FOR OLTS UP TO 4MM DIMETER, ND 6MM LRGER FOR OLTS OVER 4MM DIMETER.. ONNETIONS: LL DETILS, GUGE LINES, ET. WHERE NOT SPEIFILLY SHOWN RE TO E IN ORDNE WITH SI DESIGN PITY TLES FOR STRUTURL STEEL ND SI STNDRDISED STRUTURL ONNETIONS. LL PLTES TO E 0mm THIK, EX-STNDRD SQURE EDGE FLTS UNLESS NOTED OTHERWISE. LL OLTS TO E GRDE 8.8/S UNLESS NOTED OTHERWISE. LL OLTS TO E GLVNISED M6 UNLESS NOTED OTHERWISE. LL HOLD-DOWN OLTS SHLL E GRDE 4.6 TO S ND HOT DIP GLVNISED FTER FRITION UNLESS NOTED OTHERWISE. LL HOLD DOWN OLTS TO E M6 UNLESS NOTED OTHERWISE. LL ST-IN FERRULES ND MSONRY NHORS TO E PSSIVTED ZIN OTED. LL GLVNISED OMPONENTS TO E ST INTO ONRETE MUST E PSSIVTED. MINIMUM ONNETION DETILS SHLL ONSIST OF -M6 8.8/S OLTS ND 0mm LET PLTE UNLESS NOTED OTHERWISE. LL OLT HOLES mm OVERSIZE UNLESS NOTED OTHERWISE. HOLES FOR HD OLTS 6mm OVERSIZE. OVERSIZE HOLES FOR HD OLTS WILL REQUIRE OVERSIZE WSHERS UNDER NUTS. UNLESS OTHERWISE SPEIFIED, SHER STUDS SHLL E WELDED 9mm DIMETER HEDED STUDS WITH LL WORKMNSHIP ND MTERILS IN ORDNE WITH S554.. ONSULTNT: ONRETE NOTES. LL ONRETE WORKMNSHIP ND MTERILS SHLL OMPLY WITH NZS 09:997 ND NZS 0: ONRETE YLINDER OMPRESSIVE STRENGTH T 8 DYS SHLL E S SHOWN ELOW, UNLESS NOTED OTHERWISE ON THE DRWINGS: MEMER LOTION MSS ONRETE 5 FOUNDTIONS ONRETE SL PVEMENT SLS EOM New Zealand Limited ONRETE STRENGTH (MPa) LIENT: EXPOSURE LSSIFITION - MINIMUM REQUIRED OVER (mm) - 75 (50) 75 (50). MXIMUM GGREGTE SIZE SHLL E 0MM UNO. 4. IN THE DRWINGS THE EM DEPTH IS WRITTEN FIRST FOLLOWED Y THE WIDTH. DEPTH INLUDES THE SL THIKNESS IF PRESENT. 5. THE DESIGN, ERTIFITION, ONSTRUTION ND PERFORMNE OF THE FORMWORK, FLSEWORK ND K PROPPING SHLL E THE RESPONSIILITY OF THE ONTRTOR. 6. LL FORMED EDGES ND RE-ENTRNT ORNERS SHLL E HMFERED OR FILLETED 0MM UNO ON THE DRWINGS. 7. UNLESS OTHERWISE SPEIFIED Y RHITET, THE SURFE FINISHES TO NZS 4:987 OFF-FORM FINISHES: RES ONELED FROM VIEW FTER OMPLETION GENERL LOTIONS UNLESS STTED OTHERWISE FLOOR ND PVEMENT FINISHES: RES OVERED Y KFILL OR ONRETE: EXTERIOR SLS UNLESS STTED OTHERWISE EXTERIOR PTHWYS ND PVEMENTS 8. REFER TO TLE 5. OF NZS 09:997 FOR MINIMUM FORMWORK STRIPPING TIMES. 9. LL HOLES LEFT Y FORM TIE OLTS SHLL E FILLED WITH MORTR MTHING THE SURFE OLOUR OF THE FINISHED SURFE. 0. LOTION ND TYPE OF ONSTRUTION JOINTS TO E GREED WITH ENGINEER PRIOR TO ONSTRUTION.. THE ONTRTOR IS TO SEEK PPROVL FROM THE STRUTURL ENGINEER IN WRITING IF NY DMIXTURES TO E USED IN THE ONRETE MIX.. MEHNILLY VIRTE ONRETE IN THE FORM TO GIVE MXIMUM OMPTION WITHOUT SEGREGTION OF THE ONRETE.. UNLESS SHOWN ON THE DRWINGS, THE LOTION OF LL ONSTRUTION JOINTS SHLL E SUMITTED FOR REVIEW. F F4 U U U5 4. NO HSES, HOLES GRETER THN 50mm DIMETER, OR EMEDMENT OF PIPES GRETER THN 40mm DIMETER OTHER THN THOSE SHOWN ON THE STRUTURL DRWINGS SHLL E MDE IN THE ONRETE SLS. FOR LL OTHER ONRETE MEMERS, NO PENETRTIONS, HSES OR EMEDMENTS SHLL E MDE WITHOUT PRIOR PPROVL Y THE STRUTURL ENGINEER. 5. EXT SIZE ND LOTION OF PENETRTIONS RE TO E OTINED FROM WORKSHOP DRWINGS PRIOR TO SHEDULING OF REINFOREMENT, ND RE NOT TO EXEED DIMENSIONS WHERE SHOWN ON THE STRUTURL DRWINGS. LISE WITH LL TRDES FOR FINL PENETRTION SETOUT. 6. DO NOT PLE ONDUITS, PIPES ND THE LIKE WITHIN OVER ONRETE. ONDUITS ST INTO ONRETE MEMERS SHLL E SPED T MXIMUM DISTNE POSSILE ND UNDER NO IRUMSTNES LOSER THN LER SPING OF TWIE THE LRGER ONDUIT DIMETER FROM PRRLLEL REINFOREMENT OR NY OTHER ONDUIT. 7. SLURRY USED TO LURITE ONRETE PUMP LINES IS NOT TO E USED IN NY STRUTURL MEMERS. 8. ONRETE SIZES S DRWN RE MINIMUM ND DO NOT INLUDE PPLIED FINISHES. 9. THE FE OF LL ONRETE WHIH HS REINFOREMENT PROJETING FROM IT ND GINST WHIH NEW ONRETE IS TO E ST, IS TO E THOROUGHLY MEHNILLY SLED, FULLY EXPOSING THE GGREGTE MTRIX LENED OF DUST ND LOOSE ONRETE. LEGEND/REVITIONS REVITION LT PPROX OT S / RS H OL ON OS.J VR DFT DI Ø D.J. DP DPM DWG E EF EJ EL EW FF FFL FGL FL FW GLV H.D. H.D.GLV HORIZ DESRIPTION LTERNTE PPROXIMTE OTTOM OTH SIDES ENTRE TO ENTRE ENTRES HNNEL OLUMN ONRETE HEK ON SITE ONSTRUTION JOINT OVER DRY FILM THIKNESS DIMETER DIMETER DOWEL JOINT DMP PROOF OURSE DMP PROOF MEMRNE DRWING EQUL NGLE EH FE EXPNSION JOINT ELEVTION EH WY FR FE FINISHED FLOOR LEVEL FINISHED GROUND LEVEL FLT FILLET WELD GLVNISED HOLDING DOWN (OLT) HOT DIP GLVNISED HORIZONTL REVITION I.D IL IP MX MIN M.D. NOM. N NF NO. NTS O/ OD PD PL P.V.. RD R REINF RL SHT SQ. S.S. spec. T TO TOS TYP TP UNO VL VERT DESRIPTION 5 INSIDE DIMETER INVERT LEVEL INTERSETION POINT MXIMUM MINIMUM MILD STEEL NOMINL NOMINL ORE NER FE NUMER NOT TO SLE OVERLL OUTSIDE DIMETER PITH IRLE DIMETER PLTE POLYVINYL HLORIDE RDIUS REINFORED ONRETE REINFOREMENT REDUED LEVEL SHEET SQURE STINLESS STEEL SPEIFITION TOP TOP OF ONRETE TOP OF STEEL TYPIL TNGENT POINT UNLESS NOTED OTHERWISE VRYING LENGTH VERTIL DDRESS: REINFOREMENT NOTES. SYMOLS ON DRWINGS FOR GRDE ND STRENGTH OF REINFOREMENT RE: H DEFORMED GRDE 500, DUTILITY LSS E TO S/NZS 467:00 HR PLIN ROUND GRDE 500, DUTILITY LSS E TO S/NZS 467:00 D DEFORMED GRDE 00, DUTILITY LSS E TO S/NZS 467:00 R PLIN ROUND GRDE 00, DUTILITY LSS E TO S/NZS 467:00 R REIDR GRDE 500, DUTILITY LSS E TO S/NZS 467:00. LL GRDE 500 REINFORING STEEL SHLL E MNUFTURED Y THE MIRO-LLOY (M) PROESS UNLESS PPROVED OTHERWISE. GRDE 500 STEEL MNUFTURED Y THE QUENH ND TEMPER (QT) PROESS MY E USED ONLY WITH WRITTEN PERMISSION OF THE ENGINEER, ND THEN ONLY IN LOTIONS WHERE THERE IS NO POSSIILITY OF RE- ENDING OR WELDING OF THE RS.. MIN WIRES OF MESH ND OVERGE OF SHEETS SHOWN IN PLN-VIEW ND ELEVTION THUS: RETNGULR MESH 4. EXTENT OF RS ND MESH SHOWN THUS: 5. REINFOREMENT IS REPRESENTED DIGRMMTILLY ND NOT NEESSRILY IN TRUE PROJETION. 6. REINFOREMENT DIMENSIONS SHLL NOT E SLED. 7. SPLIE REINFOREMENT ONLY T LOTIONS SHOWN IN THE DRWINGS. LP LENGTH SHLL OMPLY WITH NZS0:006. REINFOREMENT SHLL NOT E SPLIED EXEPT WHERE SHOWN IN THE DRWINGS. IF SPLIES RE NOT INDITED IN THE DRWINGS, SUITLE LOTIONS SHLL E PROPOSED FOR WRITTEN PPROVL Y THE STRUTURL ENGINEER. SPLIE LENGTHS FOR DEFORMED STEEL 8. LL REINFOREMENT IS TO E URTELY POSITIONED, DEQUTELY SUPPORTED, ND THEN INSPETED Y THE ONTRT DMINISTRTOR EFORE NY ONRETE IS PLED. 9. WELDING OF REINFOREMENT INLUDING TK-WELDING FOR FIXING PURPOSES SHLL OMPLY WITH NZS0:006 ND S554.. WELDING IS PERMITTED ONLY WHERE SHOWN OR WHERE OTHERWISE PPROVED Y THE ONTRT DMINISTRTOR. 0. FIX -M6 TRIMMER RS ROUND LL OPENINGS EXTENDING MINIMUM OF 600 PST THE OPENING OR ORNER.. REINFOREMENT SHLL NOT E UT, ENT OR HETED ON SITE WITHOUT THE ONTRT DMINISTRTOR'S PRIOR PPROVL. DO NOT UT REINFOREMENT ON SITE TO LER PENETRTIONS. DISPLE REINFOREMENT SLIGHTLY S NEESSRY. MINTIN OVER DURING POUR.. LL REINFOREMENT SHLL E FIRMLY SUPPORTED ON PLSTI OR ONRETE HIRS UNLESS NOTED OTHERWISE MXIMUM ENTRES OF SUPPORTING HIRS SHLL E 600mm FOR FRI, 600mm FOR RS UP TO mm DIMETER, 900mm FOR RS 6mm ND GRETER. REINFOREMENT SHLL E SEURELY TIED WITH GLVNISED WIRE TIES ND LL TIE ENDS SHLL E TURNED INTO THE MEMER LER OF THE OVER ZONE.. THE REQUIRED OVER SHLL E MINTINED TO LL PIPES, ONDUITS, REGLETS, DRIP GROOVES ET. 4. UNLESS NOTED OTHERWISE SL REINFOREMENT T SUPPORTING WLLS ND SL REINFOREMENT RS SHLL EXTEND 00mm ONTO SUPPORTING WLLS, WITH 50% OF OTTOM RS OGGED TO HIEVE NHORGE T SIMPLY SUPPORTS ENDS. MESH IN SLS SHLL EXTEND 00mm ONTO SUPPORTING WLLS ND INLUDE T LEST ONE ROSS WIRE. EXVTION NOTES SLE: WIDTH OF SHEETS DIRETION OF MIN WIRE SPN EXTENT LINE DIRETION OF R LINE. Db fy=00 fy= not permitted unless approved. FOR GEOTEHNIL SITE INFORMTION REFER TO THE SITE INVESTIGTION: REFERENED S PRT OF THE RESIDENTIL REPIRS REPORT. SQURE MESH. LL NEESSRY PPROVLS FROM UTHORITIES ND DJENT PROPERTY OWNERS MUST E OTINED EFORE OMMENEMENT OF WORK.. IDENTIFY ND VERIFY THE LOTION OF EXISTING DJENT SERVIES ND ONFIRM DETILS WITH THE ENGINEER PRIOR TO EXVTION. 4. THE GEOTEHNIL ENGINEER IS TO MONITOR THE EXVTION S IT PROEEDS ND SHLL E ONSULTED T LL TIMES REGRDING STILITY OF SLOPES. TIMER NOTES T. LL TIMER USED FOR STRUTURL PURPOSES IS TO: - OMPLY WITH THE PROVISIONS OF THE RELEVNT USTRLIN STNDRDS. - E SSIGNED STRESS GRDE Y EITHER VISUL STRESS GRDING, MHINE STRESS GRDING OR MHINE PROOF GRDING. - E GRDED UNDER THE UTHORITY OF REOGNISED QULITY SSURNE PROGRMME,VIZ YPRESS QULITY SSURNE PROGRMME, USTRLIN HRDWOOD QULITY ONTROL, PINE QULITY SSURNE PROGRMME. - E SESONED TIMER UNLESS NOTED OTHERWISE. T. EXEPT S PPROVED ELOW, LL TIMER USED FOR STRUTURL PURPOSES SHLL E RNDED ND THE RND SHLL ONTIN THE FOLLOWING INFORMTION: - THE GRDE IN TERMS OF N "F" OR "MGP" RTING EG. F OR MGP0 - THE METHOD OF GRDING IF OTHER THN VISUL STRESS GRDING. EG. MHINE STRESS GRDING "MSG" OR MHINE PROOF GRDING "PROOF" OR "PG" OR "MGP". - IF SESONED, THE WORD "SESONED" OR THE LETTER "S". - NME, INITILS, LOGO OR NUMER WHIH INDITES THE SOURE OF GRDING - THE ERTIFITION TRDE MRK OF THE RELEVNT SSURNE PROGRMME. T. WHERE TIMER IS SPEIFIED TO E FINISHED WITH LER OR SEMI-TRNSPRENT STIN FOR EXPOSED ND/OR DEORTIVE PPLITION, ERTIFITION OF GRDE, ET. MY E PROVIDED Y SIGNED ERTIFITE OR DHESIVE STIKER INLUDING INFORMTION SIMILR TO THT REQUIRED FOR RND OVE. T4. LL PLYWOOD USED FOR STRUTURL PURPOSES SHLL E RNDED WITH THE PLYWOOD SSOITION OF USTRLI (P...) TEST MRK ND MNUFTURED IN ORDNE WITH THE RELEVNT USTRLIN STNDRDS ND UNDER THE P... QULITY T5. STRESS GRDE ND JOINT GROUP OF TIMER SHLL E IN ORDNE WITH THE TIMER FRMING SHEDULES ON THE DRWINGS. T6. LMINTED TIMER MEMERS SHLL E OF SIZE, TYPE (MNUFTURER), ND STRESS GRDE S NOTED IN THE TIMER FRMING SHEDULES UNLESS NOTED OTHERWISE PPROVED Y THE ENGINEER. T7. LL STEEL OLTS, STRPS, RODS, FRMING NHORS ONNETOR PLTES ET. NOTED S GLVNISED SHLL HVE MINIMUM ORROSION PROTETION ZIN OTING OF 50 g/sq.m. POST NHOR RKETS ND SSOITED OLTS SHLL E HOT DIPPED GLVNISED WITH MINIMUM OTING OF 600 gm/sq.m. FITMENTS NOTED S STINLESS STEEL SHLL E GRDE 6 U.N.O. T8. HEMIL ND MEHNIL NHOR EMEMENTS RE S NOTED ON THE DRWINGS, RE TO E THE EMEDMENT INTO THE STRUTURL ELEMENT ND RE TO EXLUDE THE DEPTH OF NY PPLIED FINISHES. T9. LL STEEL PLTES TO E 8mm STINLESS STEEL (6) UNLESS NOTED OTHERWISE. T0. LL OLTS, NUTS, WSHERS ND PLTES TO EXTERNL TIMERWORK TO E STINLESS STEEL (6) UNLESS NOTED OTHERWISE (NOT PPLILE TO MSONRY NHORS OR ST-IN OLTS). LL OLTS, NUTS, WSHERS ND PLTES TO INTERNL (WITHIN ENLOSED UILDING) TIMERWORK TO E GRDE 4.6/S HOT DIPPED GLVNISED U.N.O. - OLTS IN STEEL PLTES SHLL PROVIDE SNUG FIT I.E. NOT GRETER THN 0.5mm LRGER THN THE OLT DIMETER. - WSHERS TO TIMER: M OLTS - 55 DI. x mm THK., M6 OLTS - 65 DI. x mm THK., M0 OLTS - 75 DI. x 5mm THK., M4 OLTS - 85 DI. x 6mm THK. T THE END OF THE DEFETS LIILITY PERIOD LL OLTED ONNETIONS THROUGHOUT THE ENTIRE PROJET MUST E RETIGHTENED. T. OTTOM ND TOP PLTES RE TO E 75 x 50 F4 HW UNLESS NOTED OTHERWISE. STUDS RE TO E 75 x 8 F4 HW T 450 MX. RS. UNLESS NOTED OTHERWISE. ROW OF NOGGING IS REQUIRED FOR WLLS UP TO 700 HIGH. ROWS OF NOGGING RE REQUIRED FOR WLLS ETWEEN HIGH. T. LL STUD FRMING TO E ONSTRUTED IN ORDNE WITH S684 ND P... PLYWOOD WLL RING DESIGN MNUL. T. LL LOUTS FOR NILING OF ROSS RING STEEL STRPPING RE TO E 0 x.8mm GLVNISED FLT HED NILS. T4. STRPPING TO E NTIONL 0 x 0.8mm STEEL GLVNISED ND ONTINUOUSLY HOLED. T5. RING WLLS SHLL HVE FULL HEIGHT NHOR RODS T EH END ND SHLL OMPLY WITH PRT & 4 OF THE UILDING ODE OF USTRLI. T6. RING WLLS RE TO E FIXED TO THE EILING FRME OVER IN ORDNE WITH THE DETILS SHOWN IN TLE 8.8 ND TLE 8. OF S684. T7. THE ROOF FRMING PLN SHOWS TIE DOWN NHOR RODS ONLY. PROVIDE DDITIONL NHOR RODS WHERE REQUIRED Y THE RING WLLS. SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE GENERL NOTES J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

10 5 7' " 5. m NOTES 50 /5 4/ Fendalton Road LOTION PLN Scale : 000@, -4/46 7 Queens ve 5 Holmwood Rd 6 56' ".5 m GRDEN TENNIS OURT SPOT ' 0" 9.44 m 5 4' " 6.8 m Drawing for scoping purposes only. ll dimensions are indicative. Door and window locations are approximate. Smoke alarms domestic (Type ) battery operated stand alone to UL7 S5446:Part or equivalent as per NZ F7 Sect.. fitted with Test & Hush button and be located within m of all sleeping space doors if not already. Refer NZ F7/S.. PROPERTY INFORMTION rea (pprox) onstruction Year (approx) Zoning Stories eiling Height Foundation Type ladding Floor Framing Window Joinery Glazing Wall Linings eiling Linings Roofing 0 m² 890's tc blue Two Variers mm Weatherboard Timber Timber Timber Single Lath & Plasterboard Lath & Plasterboard Profiled metal roofing GRDEN SPOT Temporary location of house GRDEN DTE HEKED 4 JUNE 04 FLOOD LEVEL ZONE 50 YER FLOOR LEVEL ONTROL RE LEVEL OVE HRISTHURH ITY DTUM VERGE GROUND LEVEL 7.65m 50 LWN 50 YER FLOOD LEVEL 8.6m 00 YER FLOOD LEVEL 7.78m INTERIUM FLOOR LEVEL 8.8m N Existing Floor Level FFL= 8.0 Removal / protection of deck features and bracing to make ready for relocation HOUSE SPOT PVING POOL LOT DP EXISTING FLOOR LEVEL KEYNOTES D E F G 8.0m so OK PROTETION OF EXISTING HOUSE, REFER PROTETION PLN FOR SOPE OF WORK - ELEMENTS TO E PROTETED LIFT HOUSE ONTO ROLLER ND RELOTE TO TEMPORRY LOTION DEMOLISH EXISTING FOUNDTIONS ND MKE REDY FOR EXVTIONS UNDER RHEOLOGIST'S SUPERVISION EXVTE FOR NEW FOUNDTION TO DEPTHS S GREED WITH RHEOLOGIST LY GRVEL RFT WITH NEW TYPE a FOUNDTIONS OVER. INSTLL NEW SERVIES TO MTH INTO EXISTING. ROLL HOUSE K TO NEW FOUNDTION ND ONNET TO NEW FOUNDTION REINSTTE EXISTING FETURES THT WERE REMOVED FOR THE PROTETION PLN SPOT Existing Floor Level FFL= 8.0 H I INSTLL NEW FIERGLSS HIMNEYS. STYLE TO MTH PRE-ERTHQUKE OMPLETE SITE WORKS TO MTH PRE ERTHQUKE LYOUT. SEWER LINE FENDLTON ROD 55 6' 6" 8.45 m opyright EOM New Zealand Limited, 0. DRIVEWY ' 04" 6.50 m ' 6". m SEWER LINE H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD GTES SPOT DRWN 68 46' " 7.84 m 48 49' " 4.47 m 5 4' 4" SITE PLN Scale : 00@, m THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO JE H HEKED TL HEKED H PPROVED TKS DTE 07/0/4 ONSULTNT: Existing Floor Level FFL= 8. SPOT Removal / protection of deck features entry door and bracing to make ready for relocation EOM New Zealand Limited Sewer LIENT: 48 Stormwater DRIVEWY DDRESS: GRGE 5 9' 04".8 m SLE: PVING POOL ROOM 5 0' 4" mm : : 4.4 m SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. LOTION & SITE PLNS STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

11 NOTES GL Lawn Lawn GL Drawing for scoping purposes only. ll dimensions are indicative. Door and window locations are approximate. Smoke alarms domestic (Type ) battery operated stand alone to UL7 S5446:Part or equivalent as per NZ F7 Sect.. fitted with Test & Hush button and be located within m of all sleeping space doors if not already. Refer NZ F7/S.. GL SHS POST LINE OF U OVER Disconnect posts from footings H Disconnect posts from footings Deck+8.00 FFL+8.00 LINE OF U OVER POST SHS POST Removal / protection of deck features and bracing to make ready for relocation SHS POST LINE OF U OVER Disconnect posts from footings SHS POST Garden Existing chimney removed, allow to frame for new floor framing, load bearing wall and new floor framing over - sizes to match existing floor framing sizes install at 450crs. new flooring to match existing. 6.8 H.4 Garden N FFL+8.00 GL GL Step Step KEYNOTES D E F G H I PROTETION OF EXISTING HOUSE, REFER PROTETION PLN FOR SOPE OF WORK - ELEMENTS TO E PROTETED LIFT HOUSE ONTO ROLLER ND RELOTE TO TEMPORRY LOTION DEMOLISH EXISTING FOUNDTIONS ND MKE REDY FOR EXVTIONS UNDER RHEOLOGIST'S SUPERVISION EXVTE FOR NEW FOUNDTION TO DEPTHS S GREED WITH RHEOLOGIST LY GRVEL RFT WITH NEW TYPE a FOUNDTIONS OVER. INSTLL NEW SERVIES TO MTH INTO EXISTING. ROLL HOUSE K TO NEW FOUNDTION ND ONNET TO NEW FOUNDTION REINSTTE EXISTING FETURES THT WERE REMOVED FOR THE PROTETION PLN INSTLL NEW FIERGLSS HIMNEYS. STYLE TO MTH PRE-ERTHQUKE OMPLETE SITE WORKS TO MTH PRE ERTHQUKE LYOUT. NOTE: DIMENSIONS PROVIDED ON THIS DRWING RE FOR THE PURPOSES OF REPIR OSTING ONLY ND RE TO E REHEKED ON SITE Y THE ONTRTOR PRIOR TO ONSTRUTION OMMENING. Existing chimney removed, allow to frame for new floor framing, load bearing wall and new floor framing over - sizes to match existing floor framing sizes install at 450crs. new flooring to match existing. EXISTING ESS HTH FFL+8.0 Disconnect kitchen portal from footings GL FFL+8.0 UP D E F Protection of bay window features allow to brace to make ready for relocation Deck+8.00 Step Removal / protection of deck features entry and bracing to make ready for relocation Step+8.0 Step Step EXISTING ESS HTH D E F GL GL opyright EOM New Zealand Limited, 0. H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD EXISTING GROUND FLOOR PLN Scale : 50@, DRWN Step PPROVED TKS DTE 07/0/4 4 GL THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO JE H HEKED TL HEKED H ONSULTNT: EOM New Zealand Limited LIENT: GL DDRESS: GL SLE: mm 9 : : SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. EXISTING GROUND FLOOR PLN STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

12 NOTES N 8 9 He Drawing for scoping purposes only. ll dimensions are indicative. Door and window locations are approximate. Smoke alarms domestic (Type ) battery operated stand alone to UL7 S5446:Part or equivalent as per NZ F7 Sect.. fitted with Test & Hush button and be located within m of all sleeping space doors if not already. Refer NZ F7/S.. Fall KEYNOTES D E F PROTETION OF EXISTING HOUSE, REFER PROTETION PLN FOR SOPE OF WORK - ELEMENTS TO E PROTETED LIFT HOUSE ONTO ROLLER ND RELOTE TO TEMPORRY LOTION DEMOLISH EXISTING FOUNDTIONS ND MKE REDY FOR EXVTIONS UNDER RHEOLOGIST'S SUPERVISION EXVTE FOR NEW FOUNDTION TO DEPTHS S GREED WITH RHEOLOGIST LY GRVEL RFT WITH NEW TYPE a FOUNDTIONS OVER. INSTLL NEW SERVIES TO MTH INTO EXISTING. ROLL HOUSE K TO NEW FOUNDTION ND ONNET TO NEW FOUNDTION P G H REINSTTE EXISTING FETURES THT WERE REMOVED FOR THE PROTETION PLN INSTLL NEW FIERGLSS HIMNEYS. STYLE TO MTH PRE-ERTHQUKE I OMPLETE SITE WORKS TO MTH PRE ERTHQUKE LYOUT Existing chimney removed, allow to frame up wall install cupboard doors (to match existng style) Fall Existing chimney removed, allow to frame up wall. Fall Fall UP. D Fall Fall D Fall E E F F 4 EXISTING FIRST FLOOR PLN Scale : 50@, opyright EOM New Zealand Limited, 0. H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN JE H HEKED HEKED TL H PPROVED TKS DTE 07/0/4 ONSULTNT: EOM New Zealand Limited LIENT: DDRESS: 8 9 SLE: mm : : SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. EXISTING FIRST FLOOR PLN STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

13 F E D INSTLL NEW FIREGLSS HIMNEYS TO MTH EXISTING. H NOTES Drawing for scoping purposes only. ll dimensions are indicative. Door and window locations are approximate. Smoke alarms domestic (Type ) battery operated stand alone to UL7 S5446:Part or equivalent as per NZ F7 Sect.. fitted with Test & Hush button and be located within m of all sleeping space doors if not already. Refer NZ F7/S.. PROTETION OF Y WINDOW FETURES LLOW TO RE TO MKE REDY FOR RELOTION REFER TO PROTETION PLN FOR SOPE OF WORKS G LIFT HOUSE ONTO ROLLER ND RELOTED TO TEMPORRY LOTION REMOVL / PROTETION OF DEK FETURES ND RING TO MKE REDY FOR RELOTION REINSTTE EXISTING FETURES THT WERE REMOVED FOR THE PROTETION PLN KEYNOTES D E F G H I PROTETION OF EXISTING HOUSE, REFER PROTETION PLN FOR SOPE OF WORK - ELEMENTS TO E PROTETED LIFT HOUSE ONTO ROLLER ND RELOTE TO TEMPORRY LOTION DEMOLISH EXISTING FOUNDTIONS ND MKE REDY FOR EXVTIONS UNDER RHEOLOGIST'S SUPERVISION EXVTE FOR NEW FOUNDTION TO DEPTHS S GREED WITH RHEOLOGIST LY GRVEL RFT WITH NEW TYPE a FOUNDTIONS OVER. INSTLL NEW SERVIES TO MTH INTO EXISTING. ROLL HOUSE K TO NEW FOUNDTION ND ONNET TO NEW FOUNDTION REINSTTE EXISTING FETURES THT WERE REMOVED FOR THE PROTETION PLN INSTLL NEW FIERGLSS HIMNEYS. STYLE TO MTH PRE-ERTHQUKE OMPLETE SITE WORKS TO MTH PRE ERTHQUKE LYOUT. DEMOLISH EXISTING FOUNDTIONS ND MKE REDY FOR EXVTIONS NOTE: ELEVTIONS PROVIDED ON THIS DRWING RE FOR THE PURPOSES OF REPIR OSTING ONLY ND RE TO E REHEKED ON SITE Y THE ONTRTOR PRIOR TO ONSTRUTION OMMENING. EST ELEVTION.9 Scale : 50@, D E F H INSTLL NEW FIREGLSS HIMNEYS TO MTH EXISTING. LIFT HOUSE ONTO ROLLER ND RELOTED TO TEMPORRY LOTION REMOVL / PROTETION OF DEK FETURES ND RING TO MKE REDY FOR RELOTION REFER TO PROTETION PLN FOR SOPE OF WORKS PROTETION OF Y WINDOW FETURES LLOW TO RE TO MKE REDY FOR RELOTION opyright EOM New Zealand Limited, 0. REINSTTE EXISTING FETURES THT WERE REMOVED FOR THE PROTETION PLN WEST ELEVTION..9 Scale : 50@, H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD DRWN G THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO JE H HEKED TL HEKED H PPROVED TKS DTE 07/0/4 ONSULTNT: EOM New Zealand Limited DEMOLISH EXISTING FOUNDTIONS ND MKE REDY FOR EXVTIONS LIENT: DDRESS: SLE: mm : : SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. EXISTING ELEVTION STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

14 H INSTLL NEW FIREGLSS HIMNEYS TO MTH EXISTING. H INSTLL NEW FIREGLSS HIMNEYS TO MTH EXISTING. NOTES Drawing for scoping purposes only. ll dimensions are indicative. Door and window locations are approximate. Smoke alarms domestic (Type ) battery operated stand alone to UL7 S5446:Part or equivalent as per NZ F7 Sect.. fitted with Test & Hush button and be located within m of all sleeping space doors if not already. Refer NZ F7/S.. NOTE: ELEVTIONS PROVIDED ON THIS DRWING RE FOR THE PURPOSES OF REPIR OSTING ONLY ND RE TO E REHEKED ON SITE Y THE ONTRTOR PRIOR TO ONSTRUTION OMMENING. LIFT HOUSE ONTO ROLLER ND RELOTED TO TEMPORRY LOTION PROTETION OF Y WINDOW FETURES LLOW TO RE TO MKE REDY FOR RELOTION REMOVL / PROTETION OF DEK FETURES ND RING TO MKE REDY FOR RELOTION REINSTTE EXISTING FETURES THT WERE REMOVED FOR THE PROTETION PLN G REFER TO PROTETION PLN FOR SOPE OF WORKS KEYNOTES D E F G PROTETION OF EXISTING HOUSE, REFER PROTETION PLN FOR SOPE OF WORK - ELEMENTS TO E PROTETED LIFT HOUSE ONTO ROLLER ND RELOTE TO TEMPORRY LOTION DEMOLISH EXISTING FOUNDTIONS ND MKE REDY FOR EXVTIONS UNDER RHEOLOGIST'S SUPERVISION EXVTE FOR NEW FOUNDTION TO DEPTHS S GREED WITH RHEOLOGIST LY GRVEL RFT WITH NEW TYPE a FOUNDTIONS OVER. INSTLL NEW SERVIES TO MTH INTO EXISTING. ROLL HOUSE K TO NEW FOUNDTION ND ONNET TO NEW FOUNDTION REINSTTE EXISTING FETURES THT WERE REMOVED FOR THE PROTETION PLN H INSTLL NEW FIERGLSS HIMNEYS. STYLE TO MTH PRE-ERTHQUKE DEMOLISH EXISTING FOUNDTIONS ND MKE REDY FOR EXVTIONS I OMPLETE SITE WORKS TO MTH PRE ERTHQUKE LYOUT. SOUTH ELEVTION.9 Scale : 50@, H INSTLL NEW FIREGLSS HIMNEYS TO MTH EXISTING. H INSTLL NEW FIREGLSS HIMNEYS TO MTH EXISTING. LIFT HOUSE ONTO ROLLER ND RELOTED TO TEMPORRY LOTION NORTH ELEVTION.9 Scale : 50@, opyright EOM New Zealand Limited, 0. H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN JE H HEKED HEKED TL H PPROVED TKS DTE 07/0/4 ONSULTNT: EOM New Zealand Limited REMOVL / PROTETION OF DEK FETURES ND RING TO MKE REDY FOR RELOTION REINSTTE EXISTING FETURES THT WERE REMOVED FOR THE PROTETION PLN LIENT: G REFER TO PROTETION PLN FOR SOPE OF WORKS DEMOLISH EXISTING FOUNDTIONS ND MKE REDY FOR EXVTIONS DDRESS: SLE: mm : : SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. EXISTING ELEVTION STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

15 LEGEND 50 X 50 MM SUFLOOR VENTS WITH 54% OPEN RE DIRETION TIMER JOIST SPN N NEW TIMER PILES FLOOR VENT LULTION D E Sim dia DRIN JOISTS LINE OF DOULE JOISTS DOULE ERERS dia DRIN.07 NEW JOISTS TO THIS RE 40dia DRIN ONRETE PLINTH TO TKE EXISTING OLUMNS DOULE ERERS 40dia DRIN ONRETE PLINTH TO TKE EXISTING OLUMNS 5.08 EXISTING ESS HTH 40dia DRIN 40dia DRIN ONRETE PLINTH TO TKE EXISTING OLUMNS NEW JOISTS TO THIS RE LINE OF DOULE JOISTS dia DRIN Sim.8 40dia DRIN INTERIM FLOOR LEVEL = 8.8m MIN dia DRIN 40dia DRIN JOISTS EXISTING ESS HTH 40dia DRIN 40dia DRIN ERERS 40dia DRIN 40dia DRIN 0 D E S PER NZS604:0 LUSE 6.4, LLOWNE SHOULD E MDE FOR SUFLOOR VENTILTION OPENINGS WITH NET RE OF 500mm² / m² OF FLOOR RE. THE PROPOSED DPM UNDER THE PROPOSED SU-FLOOR SL IS DEEMED TO MEET THE REQUIREMENTS OF NZS 604:0 LUSE 6.4. IN TERMS OF PROVIDING DMP-PROOF GROUND OVER, THEREFORE THE RTE OF 700mm² / m² OF FLOOR RE HS EEN USED. TOTL FLOOR RE = 08m² REQUIRED TOTL OPEN RE PROVIDED Y SUFLOOR VENTILTORS = 45600mm² NET OPEN RE PER VENTILTOR = 600mm² THEREFORE MINIMUM NUMER OF VENTS REQUIRED = TUL VENTS PROVIDED = 40 SO OK REGRDLESS OF THE MINIMUM NUMER OF VENTS REQUIRED SED ON FLOOR RE, VENTS SHLL E LOTED NO MORE THN 750mm FROM THE ORNERS OF THE UILDING ND T INTERVLS NOT EXEEDING.8m. F F opyright EOM New Zealand Limited, 0. H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD FOUNDTION REPIR STRTEGY Scale : 50@, THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN JE H HEKED HEKED TL H PPROVED TKS DTE 07/0/4 REPLING 4 / REUSING THE DRINGE: 5 INVESTIGTE ND REORD THE LOTION OF LL EXISTING SERVIES. POWER, WTER, GS, SEWER, STORMWTER & TELEPHONE ET. VERIFITION OF NY UNDERGROUND SERVIES SHOULD E SOUGHT FROM SERVIE PROVIDERS. IN RES THT WILL E FFETED Y NEW GEO-RFT GROUND IMPROVEMENT, UT ND TERMINTE EXISTING SERVIES K TO THE EDGE OF THE GEO-RFT, TKE NOTE OF THE EXISTING INVERT LEVEL, ND ENSURE LL NEW DRINGE PIPES INSTLLED TO MTH IN TO THIS EXISTING LEVEL. THE EXISTING UNDERSL PIPES RE TO REMIN WHEREVER POSSILE, LLOW TO PROTET DURING THE WORKS. LL WORKS TO OMPLY WITH THE PLUMING ND DRINGE SPEIFITION PLUMING ND DRINGE WORKS TO OMPLY WITH S/NZS500 OR NZ TO THE SME EXTENT S IT DID IMMEDITELY EFORE THE UILDING WORK EGN PROVIDE SUILTS TO / HOME OWNER ON OMPLETION OF WORKS ONSULTNT: EOM New Zealand Limited LIENT: 6 FIXINGS TYPE 7 STEEL FIXINGS (EXL. NILS ND SREWS) NILS ND SREWS ZONE ZONE ZONE OMMENT ZONES S PER FIGURE 4. OF NZS 604:0 DDRESS: GLVNISED STEEL IF SHELTERED. GLVNIZING OF STEEL OMPONENTS TO TLE 4. OF NZS 604:0. TYPE 04 OR 6 STINLESS STEEL IF EXPOSED GLVNISED STEEL SLE: mm : : 9 SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. REPIR STRTEGY STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

16 NOTE: SE OF EXVTION SHOULD NOT E TRFFIKED. LOLISED EXVTION OF KFILL ND/OR ORGNI MTTER MY E REQUIRED. NY OVER EXVTION SHOULD E KFILLED WITH OMPTED LEN SITE WON MTERIL. ENGINEER TO INSPET EXVTION SE ND VERIFY SUITILITY OF FOUNDING MTERIL. ONRETE SL REFER TYPE OR TYPE SL ON GROUND STD DETILS FOR THIKNESS & REINFOREMENT 50mm LINDING SND ONRETE FOOTING REFER STD FOOTING DETILS FOR SIZE, SHPE & REINFOREMENT DPM FGL FGL MIN 50 FLOOR MEMER SHEDULE MEMER OMMENT 00 MIN 000 MIN FLOOR JOIST USE EXISTING GRVEL RFT OMPTED, WELL GRDED, SNDY GRVEL (GP65 OR EQUIVLENT) TO E TESTED TO ONFIRM MIN. DRY DENSITY RTIO OF 95% OF STNDRD MX. DRY DENSITY USING NULER DENSOMETER SU GROUND DETILS Scale : 0@, GEOGRID REINFOREMENT LYERS OF EXTRUDED POLYPROPYLENE GEOGRID WITH TENSILE STRENGTH T LEST 0 kn T 5% STRIN LYERS OF 75mm TRK ROLLED IMPORTED GP65 (OR EQUIVLENT) IN ETWEEN GEOGRID REINFOREMENT SINGLE LYER OF GEOTEXTILE (IDIM 9 OR PPROVED EQUIVLENT) ERER PILES FIXINGS DOULE JOISTS SUPPORTING LOD ERING WLLS - SIZE TO MTH EXISTING 00x00 SG8 H. TRETED DOULE ERERS SUPPORTING LOD ERING WLLS - SIZE TO MTH EXISTING 5 X 5 SQURE H5 TRETED TYPE ZONE OMMENT ONNET ERER w/mitek mm "NILON" PLTE EH FE w/ ()Ø.5 NILS + 0x.mm GLV STRPPING LOOPED OVER ERER & UNDER LOKING STEEL FIXINGS (EXL. NILS ND SREWS) ZONE GLVNISED STEEL IF SHELTERED. GLVNIZING OF STEEL OMPONENTS TO TLE 4. OF NZS 604:0. TYPE 04 OR 6 STINLESS STEEL IF EXPOSED TIMER ERER (REFER TO MEMER SHEDULE). DOULE PERIMETER JOISTS M-900 THREDED ROD Gr4.6 (EMED 50) NILS ND SREWS ZONE ZONES S PER FIGURE 4. OF NZS 604:0 GLVNISED STEEL 40x45 LOKING H-00 L-R ENTRL 450 MIN % FLL 00 DP () H0 T& ONTINUOUS REINFOREMENT WITH 95 RNDOM LP 50 DEEP x 50 WIDE VOID FOR SUFLOOR VENT 5 OVER MIN ROUND VENTS REFER TO FOUNDTION PLN FOR SPINGS 40DI PV DRINING PIPES LLOW FOR PER WLL 50mm LINDING SND DPM % FLL H-00 EH WY ENTRL TYPE - SL REFER STD DETIL FOR THIKNESS & REINFOREMENT 50mm LINDING SND % FLL H-00 L-R ENTRL 600 DPM ONRETE FOOTING REFER STD FOOTING DETILS FOR SIZE, SHPE & REINFOREMENT OG S PER SHEDULE FGL TYPE - SL REFER STD DETIL FOR THIKNESS & REINFOREMENT = = DI PV DRINING PIPES LLOW FOR PER WLL TYPE - PERIMETER DETIL.06 Scale : 0@, opyright EOM New Zealand Limited, 0. H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN JP H HEKED HEKED TL H PPROVED TKS DTE 07/0/4 Scale : 0@, ONSULTNT: LIENT: EOM New Zealand Limited TYPE - SL ON GROUND SU GROUND REFER TO STD SU GROUND DETILS DDRESS: 4 TYPE - SL TO EDGE EM DETIL Scale : 0@, SLE: mm : : SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. FOUNDTION REONSTRUTION DETILS STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

17 H R TO MTH EM REINFOREMENT H R TO MTH EM REINFOREMENT 00 H R TO MTH EXISTING REINFOREMENT 800 LP H6 000 LP H0 800 LP H6 000 LP H0 SL REINFOREMENT OVE NOT SHOWN FOR LRITY 800 LP H6 000 LP H0 SL REINFOREMENT OVE NOT SHOWN FOR LRITY ONRETE EM T-SETION (H RS).06 Scale : 0@, ONRETE EM ORNER DETIL (H RS) Scale : 0@, 0 NOM DRYPK GROUT- SIKGROUT GP EXISTING TIMER FLOOR JOISTS TIMER ERER (REFER TO MEMER SHEDULE) EXISTING TIMER JOISTS GLV. T60 LETS H.D.G. TIMER FLOOR JOISTS & ERERS (REFER TO MEMER SHEDULE) LEVELLING NUT PILE REFER TO ERER ONNETION DETIL kn PILE ONNETION USING GLV. NILON PLTES 00 6 EQ EQ EQ 00 opyright EOM New Zealand Limited, 0. OLT DETIL Scale : 5@, EQ NGLE RKET SETION.06 Scale : 5@, M HILTI HVU GLV STEEL NHORS 0 EMED INSTLL S PER MNUFTURER REOMMENDTIONS HMFER POST EDGE S SHOWN LENGTH 00 mm DPM 00x00x8 E H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN JE H HEKED TL HEKED H PPROVED TKS DTE 07/0/4 DPM M HILTI HVU GLV STEEL NHORS 0 EMED WITH 0 mm MIN GROUT INSTLL S PER MNUFTURER REOMMENDTIONS 00x00x SE PLTE TYPE ONRETE SL DPM SU GROUND REFER TO STD SU GROUND DETILS ONSULTNT: 5 NGLE RKET ELEVTION.06 Scale : 0@, EOM New Zealand Limited LIENT: MIN. 900 MX. DDRESS: 5x5 H. TRETED TIMER PILES GLVNISED STEEL NGLE S PER STRUTURL DETILS TYPE ONRETE SL SU GROUND REFER TO STD SU GROUND DETILS 6 TIMER PILE TO ERER ONNETION Scale : 0@, SLE: mm : : 80 MIN. 900 MX. SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. FOUNDTION REONSTRUTION DETIL STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

18 TYPE OR TYPE - SL REFER STD DETIL FOR THIKNESS & REINFOREMENT 50mm LINDING SND D0-00 TIES -H0 ONTINUOUS RS 000 LP -H6 ONTINUOUS RS 800 LP -H6 ONTINUOUS RS 800 LP FGL TYPE OR TYPE - SL REFER STD DETIL FOR THIKNESS & REINFOREMENT 50mm LINDING SND LL VENT LOKOUTS TO E 50 x 50 WIDE T 800 MX. ENTRES, 750 IN FROM ORNERS 5 OVER MIN. ROUND VENTS 00 MIN VENT LOKOUT 0 50 MIN ONRETE FOOTING REFER STD FOOTING DETILS FOR SIZE, SHPE & REINFOREMENT 50 MIN 60 MIN FGL DPM 00 MIN -H0 RS ONTINUOUS R 000 LP DPM TYPIL EDGE EM REINFOREMENT.06 Scale : 0@, SU GROUND REFER TO STD SU GROUND DETILS TYPIL EDGE EM VENT REQUIREMENTS Scale : 0@, SU GROUND REFER TO STD SU GROUND DETILS TYPE OR TYPE - SL REFER STD DETIL FOR THIKNESS & REINFOREMENT 50mm LINDING SND opyright EOM New Zealand Limited, 0. D0-00 TIES NOTE: NO TIES IN LOKOUT MODIFIED D0 TIE H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD VENT LOKOUT -H0 ONTINUOUS RS 000 LP -H6 ONTINUOUS RS 800 LP DPM -H0 RS ONTINUOUS R 000 LP SU GROUND REFER TO STD SU GROUND DETILS TYPIL EDGE EM REINFOREMENT WITH VENT LOKOUT SET DOWN.06 Scale : 0@, THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN JE H HEKED TL HEKED H PPROVED TKS DTE 07/0/4 FGL ONSULTNT: EOM New Zealand Limited H0 H6 H0 LIENT: 4 TYPIL VENT OPENING DETIL.06 Scale : 0@, DDRESS: MOLDKRFT MKV-0 SUFLOOR PREST ONRETE VENT Sim 5X50 OR EQUL PPROVED SLE: 5.09 Sim LINE OF SL EYOND ()H0 () H6 D0-00 () H6 ()H0 SL OMITTED FOR LRITY STTUS: DRWING NO: REV: FOR PRIING SFETY IN DESIGN SETION WY FROM VENT OPENING.09 Scale : 0@, ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. VERO INSURNE FOUNDTION REONSTRUTION DETIL J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

19 NORTH ELEVTION - VIEW OF NORTH VERNDH NORTH ELEVTION - VIEW OF KITHEN FROM TENNIS OURT SOUTH ELEVTION - VIEW OF KITHEN - ENTRY ND GRGE opyright EOM New Zealand Limited, 0. THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO JE HEKED TL DRWN H HEKED H PPROVED TKS H No. Y /07/4 For Pricing DTE TL DESRIPTION PPD DTE ONSULTNT: LIENT: DDRESS: SLE: VERO INSURNE EXTERIOR PHOTOGRPHS 07/0/4 EOM New Zealand Limited STTUS: DRWING NO: FOR PRIING REV:.0 Model Ref: J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt NORTH ELEVTION - VIEW OF HOUSE FROM TENNIS OURT

20 SOUTH ELEVTION - GP ETWEEN GRGE ND KITHEN SOUTH ELEVTION - STINED GLSS ENTRY DOOR ND DEORTIVE FETURES TO VERNDH TO E REMOVED PRIOR TO LIFT SOUTH ELEVTION SHOWING VERNDH WITH NO ROOF SOUTH ELEVTION - STINED GLSS ENTRY DOOR ND DEORTIVE FETURES TO VERNDH TO E REMOVED PRIOR TO LIFT SOUTH ELEVTION - SHOWING IMPT DMGE TO ROOF FROM FLLEN HIMNEYS opyright EOM New Zealand Limited, 0. THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO JE HEKED TL DRWN H HEKED H PPROVED TKS H No. Y /07/4 For Pricing DTE TL DESRIPTION PPD DTE ONSULTNT: LIENT: DDRESS: SLE: VERO INSURNE EXTERIOR PHOTOGRPHS 07/0/4 EOM New Zealand Limited STTUS: DRWING NO: FOR PRIING REV:. Model Ref: J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt NORTH VERNDH SHOWING DEK ND ROOF FRMING

21 INTERIOR - VIEW OF SITTING ROOM FROM SOUTHWEST ORNER SHOWING FIREPLE PRIOR TO REMOVL INTERIOR - VIEW OF SITTING ROOM FROM NORTHWEST ORNER SHOWING GS FIREPLE PRIOR TO REMOVL - REINSTTE GS FIRE INTERIOR - VIEW OF LOUNGE FROM NORTHWEST ORNER SHOWING GS FIREPLE PRIOR TO REMOVL - REINSTTE GS FIRE opyright EOM New Zealand Limited, 0. THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO JE HEKED TL DRWN H HEKED H PPROVED TKS H No. Y /07/4 For Pricing DTE TL DESRIPTION PPD DTE ONSULTNT: LIENT: DDRESS: SLE: VERO INSURNE INTERIOR PHOTOGRPHS 07/0/4 EOM New Zealand Limited STTUS: DRWING NO: FOR PRIING REV:. Model Ref: J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt INTERIOR - VIEW OF KITHEN FROM SOUTHEST ORNER SHOWING FLOOR HETING ND OVERLIGHTS

22 INTERIOR - VIEW FROM TOP OF STIR LOOKING TOWRDS STINED GLSS ENTRY DOOR INTERIOR - VIEW FROM MSTER EDROOM LOOKING TOWRDS FIREPLE -TO E FORMED UP S UPORD INTERIOR - VIEW FROM EDROOM 4 LOOKING TOWRDS FIREPLE (REMOVED) - FRME UP WLL TO MTH EXISTING opyright EOM New Zealand Limited, 0. INTERIOR - VIEW FROM STIR LNDING LOOKING TOWRDS STINED GLSS ENTRY DOOR THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING ONSULTNT: OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN JE H HEKED HEKED TL H PPROVED TKS DTE 07/0/4 H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD EOM New Zealand Limited LIENT: DDRESS: SLE: INTERIOR PHOTOGRPHS STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

23 REFER SHEET. FOR PHOTOS SITTING ROOM REINSTTE EXISTING GS FIRE, FLUE ND MNTLE PIEE. LLOW TO MTH TRIM, SKIRTING ND ORNIES. LLOW TO INSTLL FIRE PROOF LININGS TO THE INTERIOR OF THE HIMNEY TO MNUFTURES SPEIFITIONS LINE OF EXISTING RIK HIMNEY REMOVED, LLOW TO INSTLL REFER SHEET. FOR PHOTOS NEW FLOOR JOISTS TO MTH EXISTING SIZE ND INSTLL T 450RS WITH FLOORING TO MTH EXISTING 4 HIMNEY - EXISTING GROUND FLOOR PLN.0 Scale : 5@, LINE OF WLL FRMING LLOW TO MKE GOOD TO EXISTING WLLS INSTLL TRIM TO MTH EXISTING STYLE INTERIOR - VIEW OF LOUNGE FIRE PLE FTER REMOVL - FRME FOR NEW LOD ERING WLL ND NEW FLOOR FRMING OVER - SIZES TO MTH EXISTING FRMING. EDROOM 4 LINE OF EXISTING RIK HIMNEY REMOVED, LLOW TO INSTLL NEW FLOOR JOISTS TO MTH EXISTING SIZE ND INSTLL T 450RS WITH FLOORING TO MTH EXISTING HIMNEY - EDROOM 4 - FIRST FLOOR.0 Scale : 5@, EXISTING HERTH PPROX 685 OS LLOW TO MTH JOIST SIZE ND INSTLL ND FIX TO THE SIDES OF EXISTING TIMER FLOOR JOISTS TO FRME UP VOID, INTERIOR - VIEW OF LOUNGE FIRE PLE FTER REMOVL - FRME FOR NEW LOD ERING WLL ND NEW FLOOR FRMING OVER - SIZES TO MTH EXISTING FRMING. REINSTTE MNTLE PIEE 405 LLOW TO TIMER FRME UP THE VOID USED Y REMOVING THE RIK HIMNEY, REINSTTE EXISTING GS FIRE, FLUE ND MNTLE PIEE. LLOW TO MTH TRIM, SKIRTING ND ORNIES. LLOW TO INSTLL FIRE PROOF LININGS TO THE INTERIOR OF THE HIMNEY TO MNUFTURES SPEIFITIONS HIMNEY - LOUNGE FIRE PLE - REPIR PLN - GROUND FLOOR.0 Scale : 5@, opyright EOM New Zealand Limited, 0. INTERIOR - VIEW OF LOUNGE FIRE PLE FTER REMOVL - FRME FOR NEW LOD ERING WLL ND NEW FLOOR FRMING OVER - SIZES TO MTH EXISTING FRMING. H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN JE H HEKED TL HEKED H PPROVED TKS DTE 07/0/4 ONSULTNT: MSTER EDROOM NEW UPORD EOM New Zealand Limited ENSUITE LIENT: LINE OF EXISTING RIK HIMNEY REMOVED, LLOW TO INSTLL NEW FLOOR JOISTS TO MTH EXISTING SIZE ND INSTLL T 450RS WITH FLOORING TO MTH EXISTING LLOW TO INSTLL NEW WLL FRMING TO K OF EXISTING TILED GI LININGS IF POSSILE, TO FORM NEW UPORD, DOOR ND RHITRVES TO MTH EXISTING STYLE HIMNEY - MSTER EDROOM FIRE PLE - REPIR PLN - FIRST FLOOR PLN.0 Scale : 5@, DDRESS: SLE: mm : : LINE OF NEW WLL FRMING INTERIOR - VIEW OF LOUNGE FIRE PLE FTER REMOVL - FRME FOR NEW LOD ERING WLL ND NEW FLOOR FRMING OVER - SIZES TO MTH EXISTING FRMING. HIMNEY'S REMOVED PHOTOS STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref:

24 opyright EOM New Zealand Limited, 0. THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO HEKED TL DRWN - HEKED H PPROVED TKS H No. Y /07/4 For Pricing DTE TL DESRIPTION PPD DTE ONSULTNT: LIENT: DDRESS: SLE: VERO INSURNE N.T.S. EXISTING PORTL FRME - KITHEN - SN 07//4 EOM New Zealand Limited STTUS: DRWING NO: FOR PRIING REV:.5 Model Ref: J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt

25 opyright EOM New Zealand Limited, 0. THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO HEKED TL DRWN - HEKED H PPROVED TKS H No. Y /07/4 For Pricing DTE TL DESRIPTION PPD DTE ONSULTNT: LIENT: DDRESS: SLE: VERO INSURNE N.T.S. EXISTING KITHEN ROSS SETION - SN 07//4 EOM New Zealand Limited STTUS: DRWING NO: FOR PRIING REV:.6 Model Ref: J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt

26 opyright EOM New Zealand Limited, 0. THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO HEKED TL DRWN - HEKED H PPROVED TKS H No. Y /07/4 For Pricing DTE TL DESRIPTION PPD DTE ONSULTNT: LIENT: DDRESS: SLE: VERO INSURNE N.T.S. EXISTING KITHEN HIMNEY - SN 07//4 EOM New Zealand Limited STTUS: DRWING NO: FOR PRIING REV:.7 Model Ref: J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt

27 0.55 MT POWDEROTED P FLSHING SLOPED TO FLL OUTWRDS ROSS ENTIRE HIMNEY Sim.8 OVER FLSHING TO SUIT PENETRTION NON FUNTIONING DEORTIVE LIGHT WEIGHT PLSTER FINISHED HIMNEY SURROUND OR PPROVED EQUIVLENT. STYLE TO MTH EXISTING. REFER DETIL FOR FLSHING. SREW TO PURLIN.8 Sim Sim FLSHING LYING SEQUENE:. SOFTEDGE PRON,. SIDE FLSHING,. K FLSHING, 4. OVER FLSHING, 5. HSE UT FLSHING OVER LL UPSTNDS. SOFT EDGE FLSHING DRESSED INTO TROUGH OLOUR MTH SOFT EDGE PRIOR TO INSTLLTION FLL SEL & RIVET RIDGE SIDE PRON EXISTING PROFILE ROOFING NEW TIMER FRMED HIMNEY WITH RES ND SUPPORTS NEW INFILL FLOOR FRMING TO MTH EXISTING JOIST SIZE.8 Sim EXISTING ROOF EXISTING EILING EXISTING HIMNEYS - TO E RERETED TO MTH EXISTING OMPLETE WITH ENTLTURE ND PLSTER FINISH 5 TYPIL ROOF LRGE PENTRTION DETIL Scale : 5@, ROKOTE ORNER FLSHING ND STIKY MESH TO ORNER NEW 40X45 SG8 H. TIMER FRMING ROKOTE LITEROK VITY PLUS SOLID RENDER SYSTEM ON 4.5 ETERPN FIRE EMENT SE ORD. NEW TIMER FRMED WLL ROKOTE LITEROK VITY PLUS SOLID RENDER SYSTEM ON 4.5 ETERPN FIRE EMENT SE ORD TEKTON UILDING WRP 0 H. VITY 400 RS WITH LOKING TO : FLL T LOTIONS OF OMPRESSED EMENT SHEET FIXING H. TIMER FRME 4.5 PS ETERPN SE ORD NOM. 0 H. VITY 400 RS WITH LOKING TO : FLL T LOTIONS OF OMPRESSED EMENT SHEET FIXING ROKOTE VENTILTED STRTER TRIM 0.55 MT POWDER OTED FLSHING DRESSED K TO RIDGE NEW INFILL FLOOR FRMING TO MTH EXISTING JOIST SIZE EXISTING GS HETER EXISTING FLOOR TEKTON UILDING WRP 75 opyright EOM New Zealand Limited, 0. ROKOTE LITEROK EXTERNL ORNER DETIL.06 Scale : 5@, INTERIOR - VIEW OF LOUNGE FROM NORTHWEST ORNER SHOWING GS FIREPLE PRIOR TO REMOVL - REINSTTE GS FIRE OMPLETE WITH MNTELPIEE, HERTH ND SURROUND. H /07/4 For Pricing TL No. Y DTE DESRIPTION PPD THE SIGNING OF THIS TITLE LOK ONFIRMS THE DESIGN ND DRFTING OF THIS PROJET HVE EEN PREPRED ND HEKED IN ORDNE WITH THE EOM QULITY SSURNE SYSTEM TO ISO DRWN JE H HEKED TL HEKED H PPROVED TKS DTE 07/9/4 ROKOTE LITEROK PENTRTION DETIL.8 Scale : 5@, ONSULTNT: EOM New Zealand Limited LIENT: NEW 40MM TIMER FRMED WLL REINSTTE GS FIRE OMPLETE WITH MNTELPIEE, HERTH ND SURROUND. 6 HIMNEY SETION.0 Scale : 5@, DDRESS: EXISTING EILING EXISTING GS FIRE EXTERIOR WLL MOUNTED GRILLE FLUE PIPE TO E REINSTTED EXISTING FLUED GS FIRE REINSTTED REINSTTE FLOOR PROTETION / HERTH TO MTH EXISTING EXISTING FLOOR NOTE: FIREPLE ND FLUE INSTLLTION TO E IN STRIT ORDNE WITH S/NZS 560:0 ND MNUFTURER'S REOMMENDTIONS. NEW TYPE FOUNDTION REFER STRUTURL DETILS SLE: S INDITED ENTLTURE ORNIE FRIEZE RHITRVE HIMNEY ENTLTURE.8 Scale : 5@, FORM FETURES OUT OF 50mm THIK EPS OR PPROVED EQUL MKE REDY FOR PLSTER FINISH SFETY IN DESIGN ll reasonably practicable steps have been taken to ensure in safety in design has been considered within EOM's scope of work in this design in accordance with IPENZ Practice note 07 'Design for safety in buildings and other structures' (July 006). It remains the responsibility of the owner and/or operator to ensure appropriate practices are in place to protect the safety of workers and the public in the operation of the facility. HIMNEY REPIR DETILS STTUS: DRWING NO: REV: FOR PRIING VERO INSURNE J:\8. Projects\6084 VERO Residential ssessments\.0 48a Fendalton Road\5. DD\48a Fend-0.rvt Model Ref: