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Holm Community at St Nicholas Kirk. Full plans
- 1. Rocks Rock Issues Rock and Shingle Shingle 4.3m 0 Scale1:2500 100 25 125 50 75 N S E W Drawn Rev. Issued for: Details Date Checked Project No: Project/Client: Dwg No: Rev: Scale: Drawing: Drawn By: Date: Checked By: Date: @A4 Contractors must work only to figured dimensions which are to be checked on site. © NORR CONSULTANTS LIMITED. An Ingenium International Company Planning ST. Nicholas Kirk ST. Nicholas Kirk Location Plan IN3025-0011 C01 1:2500 CM 16/01/2025 MF 16/01/2025 SNCK-NOR-ZZ-ZZ-DR-A-00001 Application Site Area St. Nicholas Kirk Cornquoy Road Road to Cornquoy Road to North Dawn Sea First Issue P01 CM MF 16/01/25
- 2. @ A3 Drawing Title DrawingNo. Project No. ISO A3 - 297mmx420mm DATE REVISION REV Drawn Checked Rev. DRW CHK Sheet Status Date Date Scale This drawing must not be used, reproduced or revised without written permission. This drawing shall not be used for construction purposes until the “CONSTRUCTION” status appears under the Sheet Status. Constructors must only work to figured dimensions which are to be checked on site. Do not scale from hard copy drawings Project Name An Ingenium International Company NORR Consultants Limited. This drawing has been prepared solely for the use of and there are no representations of any kind made by NORR Consultants Limited to any party with whom NORR Consultants Limited has not entered into a contract St. Nicholas Kirk St. Nicholas Kirk 1:200 16/01/2024 MF 16/01/2024 CM P01 IN3025-0011 Planning St. Nicholas Kirk Existing Site Plan SNCK-NOR-ZZ-ZZ-DR-A-00010 First Issue P01 CM MF 16/01/25 0 Scale 1:200 2 4 6 8 10 Application Site Area N S E W
- 3. @ A3 Drawing Title DrawingNo. Project No. ISO A3 - 297mmx420mm DATE REVISION REV Drawn Checked Rev. DRW CHK Sheet Status Date Date Scale This drawing must not be used, reproduced or revised without written permission. This drawing shall not be used for construction purposes until the “CONSTRUCTION” status appears under the Sheet Status. Constructors must only work to figured dimensions which are to be checked on site. Do not scale from hard copy drawings Project Name An Ingenium International Company NORR Consultants Limited. This drawing has been prepared solely for the use of and there are no representations of any kind made by NORR Consultants Limited to any party with whom NORR Consultants Limited has not entered into a contract St. Nicholas Kirk St. Nicholas Kirk 1:200 16/01/2024 MF 16/01/2024 CM P01 IN3025-0011 Planning St. Nicholas Kirk Proposed Site Plan Application Site Area SNCK-NOR-ZZ-ZZ-DR-A-00011 N S E W First Issue P01 CM MF 16/01/25 0 Scale 1:200 2 4 6 8 10 Cable Route Cable Route Rainwater drain Ground mounted PV panels Rainwater drain Rainwater soakaway Rainwater drain Reinstate gravel to path Rainwater soakaway Rainwater soakaway Rainwater soakaway
- 4. Step Step Ramp Stair Step Step PV Battery Housingin waterproof cabinet PV Panels of preformed bases filled with Type 2 fill to anchor them, placed on salvaged flagstone base flush with existing ground level with salvaged flagstone on edge to sides cut to slope of PV panel. Form waterless closet 28343 32613 Soakaway on the basis of 5m3 per 100m2 of roof. Roof is 254m2 (Each side is 127m2) requiring 6.35m3 for each half of the roof. This is equates to a soakaway trench 560mm wide by 300mm tall with 50mm of gravel on top for soakaway A. This is equates to a soakaway trench 640mm wide by 300mm tall with 50mm of gravel on top for soakaway B. Soakaway A 32.65m Soakaway B 28.3m @ A3 Drawing Title Drawing No. Project No. ISO A3 - 297mmx420mm DATE REVISION REV Drawn Checked Rev. DRW CHK Sheet Status Date Date Scale This drawing must not be used, reproduced or revised without written permission. This drawing shall not be used for construction purposes until the “CONSTRUCTION” status appears under the Sheet Status. Constructors must only work to figured dimensions which are to be checked on site. Do not scale from hard copy drawings Project Name An Ingenium International Company NORR Consultants Limited. This drawing has been prepared solely for the use of and there are no representations of any kind made by NORR Consultants Limited to any party with whom NORR Consultants Limited has not entered into a contract St. Nicholas Kirk St. Nicholas Kirk 1:200 16/01/2024 MF 16/01/2024 CM P01 IN3025-0011 Planning St. Nicholas Kirk Soakaway Plan SNCK-NOR-ZZ-ZZ-DR-A-00012 N S E W First Issue P01 CM MF 16/01/25 0 Scale 1:200 2 4 6 8 10 Cable Route Cable Route Rainwater drain Ground mounted PV panels Rainwater drain Reinstate gravel to path Rainwater soakaway Shown Gravestone positions not exact. Contractor to agree with architect on site final position of cable and soakaway routes to avoid crossing burial layers.
- 5. 3050 1950 3150 4550 P01 17/01/25 First IssueCM MF SNCK-NOR-ZZ-ZZ-DR-A-00015 @ A3 Drawing Title Drawing No. Project No. ISO A3 - 297mmx420mm DATE REVISION REV Drawn Checked Rev. DRW CHK Sheet Status Date Date Scale This drawing must not be used, reproduced or revised without written permission. This drawing shall not be used for construction purposes until the “CONSTRUCTION” status appears under the Sheet Status. Constructors must only work to figured dimensions which are to be checked on site. Do not scale from hard copy drawings Project Name An Ingenium International Company NORR Consultants Limited. This drawing has been prepared solely for the use of and there are no representations of any kind made by NORR Consultants Limited to any party with whom NORR Consultants Limited has not entered into a contract St. Nicholas Kirk St. Nicholas Kirk 1:50 16/01/2025 MF 16/01/2025 CM P01 IN3025-0011 Planning St. Nicholas Kirk Existing Gravedigger Shed North Elevation South Elevation East Elevation WestElevation Ground Floor Plan 0 Scale 1:50 1 2 N S E W
- 6. PV Battery Housingin waterproof cabinet 3050 1950 3150 4550 P01 17/01/25 First Issue CM MF SNCK-NOR-ZZ-ZZ-DR-A-00016 @ A3 Drawing Title Drawing No. Project No. ISO A3 - 297mmx420mm DATE REVISION REV Drawn Checked Rev. DRW CHK Sheet Status Date Date Scale This drawing must not be used, reproduced or revised without written permission. This drawing shall not be used for construction purposes until the “CONSTRUCTION” status appears under the Sheet Status. Constructors must only work to figured dimensions which are to be checked on site. Do not scale from hard copy drawings Project Name An Ingenium International Company NORR Consultants Limited. This drawing has been prepared solely for the use of and there are no representations of any kind made by NORR Consultants Limited to any party with whom NORR Consultants Limited has not entered into a contract St. Nicholas Kirk St. Nicholas Kirk 1:50 16/01/2025 MF 16/01/2025 CM P01 IN3025-0011 Planning St. Nicholas Kirk Proposed Gravedigger Shed North Elevation South Elevation East Elevation WestElevation Ground Floor Plan 0 Scale 1:50 1 2 N S E W PV panels Cut Caithness slabs on edge Cut Caithness slabs on edge
- 7. Step Step Ramp Stair Step Step Project No. Drawing No. DrawingTitle Detail Symbol North Arrow DATE REVISION REV Keyplan Consultants DRW CHK Rev. Sheet Status An Ingenium International Company NORR Consultants Limited. Client Project Drawn Checked Date Date Scale @ A1 This drawing must not be used, reproduced or revised without written permission. This drawing shall not be used for construction purposes until the “CONSTRUCTION” status appears under the Sheet Status. Constructors must only work to figured dimensions which are to be checked on site. Do not scale from hard copy drawings. This drawing has been prepared solely for the use of: and there are no representations of any kind made by NORR Consultants Limited to any party with whom NORR Consultants Limited has not entered into a contract. St. Nicholas Kirk St. Nicholas Kirk St. Nicholas Kirk 1:50 14/01/25 MF 14/01/25 CM P01 IN3025-0011 PLANNING Existing Floor Plan SNCK-NOR-ZZ-ZZ-DR-A-000050 First Issue MF CM P01 14/01/2025 0 1 2 5 3 4 Scale 1:50 Existing Ground Floor Plan N S E W
- 8. Step Step Ramp Stair Step Step Form waterless closet 32613 Project No. Drawing No. DrawingTitle Detail Symbol North Arrow DATE REVISION REV Keyplan Consultants DRW CHK Rev. Sheet Status An Ingenium International Company NORR Consultants Limited. Client Project Drawn Checked Date Date Scale @ A1 This drawing must not be used, reproduced or revised without written permission. This drawing shall not be used for construction purposes until the “CONSTRUCTION” status appears under the Sheet Status. Constructors must only work to figured dimensions which are to be checked on site. Do not scale from hard copy drawings. This drawing has been prepared solely for the use of: and there are no representations of any kind made by NORR Consultants Limited to any party with whom NORR Consultants Limited has not entered into a contract. St. Nicholas Kirk St. Nicholas Kirk St. Nicholas Kirk 1:50 14/01/25 MF 14/01/25 CM P01 IN3025-0011 PLANNING Proposed Floor Plan SNCK-NOR-ZZ-ZZ-DR-A-000051 First Issue MF CM P01 14/01/2025 0 1 2 5 3 4 Scale 1:50 Proposed Ground Floor Plan N S E W Cable Route Rainwater Drain Reinstate gravel to path Rainwater Soakaway
- 9. 9633 4317 5117 2815 2080 10125 5179 9716 22760 Project No. Drawing No. DrawingTitle Detail Symbol North Arrow DATE REVISION REV Keyplan Consultants DRW CHK Rev. Sheet Status An Ingenium International Company NORR Consultants Limited. Client Project Drawn Checked Date Date Scale @ A1 This drawing must not be used, reproduced or revised without written permission. This drawing shall not be used for construction purposes until the “CONSTRUCTION” status appears under the Sheet Status. Constructors must only work to figured dimensions which are to be checked on site. Do not scale from hard copy drawings. This drawing has been prepared solely for the use of: and there are no representations of any kind made by NORR Consultants Limited to any party with whom NORR Consultants Limited has not entered into a contract. St. Nicholas Kirk St. Nicholas Kirk St. Nicholas Kirk 1:100 14/01/25 MF 14/01/25 CM P01 IN3025-0011 PLANNING Existing Elevations SNCK-NOR-ZZ-ZZ-DR-A-000100 First Issue MF CM P01 14/01/2025 East Elevation West Elevation North Elevation South Elevation 0 2 4 10 6 8 Scale 1:100 1
- 10. 9650 4300 5100 2800 2100 10150 12850 1350 5200 9700 22750 Project No. Drawing No. DrawingTitle Detail Symbol North Arrow DATE REVISION REV Keyplan Consultants DRW CHK Rev. Sheet Status An Ingenium International Company NORR Consultants Limited. Client Project Drawn Checked Date Date Scale @ A1 This drawing must not be used, reproduced or revised without written permission. This drawing shall not be used for construction purposes until the “CONSTRUCTION” status appears under the Sheet Status. Constructors must only work to figured dimensions which are to be checked on site. Do not scale from hard copy drawings. This drawing has been prepared solely for the use of: and there are no representations of any kind made by NORR Consultants Limited to any party with whom NORR Consultants Limited has not entered into a contract. St. Nicholas Kirk St. Nicholas Kirk St. Nicholas Kirk 1:100 14/01/25 MF 14/01/25 CM P01 IN3025-0011 PLANNING Proposed Elevations SNCK-NOR-ZZ-ZZ-DR-A-000101 First Issue MF CM P01 14/01/2025 East Elevation West Elevation North Elevation South Elevation 0 2 4 10 6 8 Scale 1:100 1 Reinstate bellcote to original design constructed in stone & harled to match existing. Roof vent removed and made good to match existing Remove existing defective harling, pick, point and lime harl to match Remove existing defective harling, pick, point and lime harl to match Remove existing defective harling, pick, point and lime harl to match Remove existing defective harling, pick, point and lime harl to match Reinstate bellcote to original design constructed in stone & harled to match existing. Repair roof and repoint Repair roof and repoint Repair roof and repoint Repair roof and repoint
- 13. Norr Consultants Ltd. GENERAL SPECIFICATION P03 IN3025-0011- St Nicholas Kirk
- 14. To restore theexternal fabric of the building including reinstating the belfry. Internally, modest alterations to the vestry to provide an earth loo plus the installation of PV panels with batteries to provide emergency lighting/a small level of internal lighting. Contractors are reminded that the surrounding churchyard and adjacent new graveyard are a burial ground and working cemetery. Needless to say they should be treated with the utmost respect. We would ask operatives to desist from using radios, shouting or any other behaviour that may cause offence to members of the public who may be attending a funeral or tending a grave of a loved one. While the immediately adjacent burial ground is comparatively old we would ask contractors to use their discretion when funerals are in progress and maintain a respectful distance and avoid activity that may intrude on grieving members of the public. The groundworks in the vicinity of the grave diggers hut will be especially sensitive and the contractor should ensure the headstones closest to the works are protected. Generally external works are to avoid any form of ground disturbance of the graveyard for obvious reasons and to avoid invoking the act of sepulchre. Therefore any external paving or cables should be installed by adding material to the surface and limiting hand dug excavation to a maximum depth of 250mm max (excluding ground spike).
- 15. To be rebuiltin salvaged local natural stone free of old mortar/loose material. Stone to be split faced avoiding any cut edges exposed to the outer face. Mortar for rebuilding bellcote to be 4 to 1 sand cement mix with the mortar recessed back 30mm from the external face and finished in masons mortar type MMHLM mortar for flush pointing as outlined below. Cement mortar can be flush pointed to inside face of bell chamber as this will not be seen. Bellcote walls to be built around the Bell frame (made of austenitic stainless steel) with bell (salvaged original) with headstock and bearings installed when belfry constructed up to wall heads but prior to building of stone capping. Before commencing carefully remove base of former ball finial to form template for new carved freestone sandstone ball finial. Finial to be made in 2 pieces, base and ball with stainless steel or bronze dowel fixing between bedded in ashlar putty. Carefully remove any temporary repairs made after the lightning strike setting aside salvageable stone. Rebuild including formation of accessway between kirk roofspace and bellcote. Cavities in existing stonework to be grouted as per method and spec below (assume approx a half cubic metre for costing purposes). Install at wall head level a string course formed of 3 layers of progressively projecting salvaged stone slates with open joints. Above this build in thin beds of stone a graduated pyramid roof. Stones to be bedded with gentle downward slope to external face to encourage migration of moisture to outside face. Pyramid to be pointed with fillets of lime mortar to reduce “stepping” affect of stone beds finished with new stone ball finial. Core to pyramid to be heavy clay mixed with type 1 aggregate. Walls and pyramid of bellcote to be harled onto a straightening coat with a smooth float finish to the pyramid as per spec and method below. String course to be unharled. Use daubing and straightening coat to form rounded arises to pyramid form not sharp arises. A frame of square hollow section stainless steel, nominally 60mmby 60mm by 4mm WT (to be confirmed by engineer) with fully welded joints. Base plates each to have 3 number threaded M12 stainless steel rods anchored into the bellcote base (a 300mm deep ring beam of insitu cast concrete) using 2 pack epoxy resin. 10mm rubber pads to be sandwiched between base plate and concrete to minimise vibration. Upper part of bell frame which also part supports the flagstone top, to incorporate eye bolt for lifting gear to allow bell to be removed for maintenance. Bell frame to be tied into side walls of bellcote with stainless steel ties to provide mutual bracing/stiffening. Bell frame to be earthed into lightning protection system via lead coated 25mmby 3mm copper tape fully bonded to frame and to main conductor down tape. Note bell frame to fabricated once overall site dimensions of existing bellcote remains have been taken and reconciled with design intent.
- 16. Masons Mortar LtdMMHLM – MODERATELY HYDRAULIC MORTAR (coarse mix) Product description Mineral dry bagged building, pointing and rendering mortar based on Natural Hydraulic Lime binders and aggregates (Product designation MMHLM C) General application and uses For both building and pointing masonry and as a base coat to the finishing coat of traditional lime harl. Remove, cut out defective mortar. Clean away all loose and friable materials, remove dust, dampen retained, old mortar and masonry to control suction Dense impervious masonry, dampen old mortar, no standing water on masonry, remove with air or dry sponge / cloth or brush. All construction materials should be stored clean, and dry, off the ground or on tarpaulins to prevent contamination from potential salt bearing soils and water All backgrounds must be free of salts, dust, loose or friable materials Power wash if required to remove soiling or vegetation at joint interface, avoid staining high suction masonry by pre-wetting before cleaning out joints. Use biocide treatments as required Apply an initial layer up to 30mm with some pressure to the background, ensuring mortar is pressed into mortar. Fill beds then perps, placing mortar on mortar. Generally up to 30mm can be applied in a single lift, however it is always best to divide up deep joints – 40mm or more into 2 or more lifts Allow at least 12 hours between each application, work out gradually towards the face. Stone should be weathered edge or fully flush pointed.
- 17. Dampen masonry unitsto control suction if required, masonry units should be stored on free draining clean boards or tarpaulins and covered when not in use For recovered masonry, work only with cleaned, lichen and moss free units and ensure all old mortar remnants are removed. Bonding and laying of masonry units with minimum amount of mortar required to avoid unit to unit contact is advised, use pinning / gallets for natural stone masonry, correct gauge/ coursing for brick work, prevent low density concrete blocks from saturation before and after construction Allow Approx*4-5 litres of clean potable water per bag depending on use. *Water content is a function of use and should be adjusted by the applicator to suit the conditions and operation being carried out. For small quantities use hand held drill or whisk type mixer. Mix dry powder into water gradually, start wet, work to drier consistency For larger mixes pan mixers, paddle mixers are best. Do not short mix, short mixing requires greater water content and will lead to bleed or shrinkage. Over mixing can result in weaker mortar. Mix for 3 4 minutes with drill and whisk mixers and for 5 6 minutes for pans and paddle mixers. For free fall mixers mix 8-10minutes. If hand mixing, mix only small amounts and ensure the materials are properly mixed, usually around 4 5 minutes of vigorous mixing. Finish with appropriate tools as the mortar takes its initial set, 6-18 hours depending on mortar designation and ambient conditions. Tamping back the surface of the joint with a stiff bristle brush, scraping the joint to open the surface, tooling the joint or lining out all require consistent placing, mixing, finishing, protection and curing.
- 18. Where voids havebeen identified within the wall core the cavity needs to be filled to eliminate future potential water ingress. For this reason, it’s essential that all voids identified are filled with a lime mortar grout. Grouting the void can only be achieved once the walls are consolidated and packed sealed so that no leakage of the grout is possible. The grout is gravity fed into funnels on the end of hoses installed at the consolidation or pointing stage. The grouting should be undertaken from the bottom of the wall upwards and the wall needs to be thoroughly dampened down first by pouring water into the hose tail ends which form the grout holes. Component Product Source Binder Pre-mixed Coulinex fine grouting mortars Masons Mortar Ltd. Salamander Street, Leith, Edinburgh Additives Casein Powder (to be added to areas requiring additional liquidity Masons Mortar Ltd. Salamander Street, Leith, Edinburgh Mortar Mix Substrate/ Location Approx. Thick Binder Type 1 Mix ratio (nominally by volume) External & Internal faces of random rubble masonry core Various areas of voids identified Coulinex fine grouting mortars Casein Powder 2% casein powder Assume all existing harling to be replaced (including picking and pointing) using the method below. Pointing/Harling working methods: protection and curing Allow curing of the pointing mortars, which will be dictated by the ambient environmental conditions. Generally, the newly placed mortars should be lightly dampened (water sprays) and slow dried (using appropriate hessian sheeting and tarpaulin covers as required while avoiding over protection). Temperatures of below 5°C will slow the curing process (hydration and carbonation) so it may be necessary to keep protection in place for a longer period of time than in higher temperatures. If working with lime mortars throughout the winter it is important to ensure that the scaffolds are protected with monoflex sheeting or debri netting. Where possible the scaffolds should be roofed to protect against the elements and maintain an acceptable temperature. Scaffolding design to allow for possibility of soft spots in the ground given the immediate area is a graveyard. Pick off existing render and rake out all masonry joints for repointing. All masonry must be clean and free from dust or debris; soft friable stone should be brushed back to a relatively sound surface and in some instances these may need to be consolidated and repaired to ensure a satisfactory background.
- 19. Dubb out previouslyprepared open joints, building out the mortar until flush with the face of the masonry using Mason’s Mortar MMHLM coarse mix. Incorporate as required pinning stones to avoid large volumes of mortar accumulating. The mortar must be well compacted to fill any voids and can be finished fairly rough ‘off the trowel’ to take up its initial stiffening. Prior to hardening, the mortar to be compressed back with a trowel to ensure a tight bond with the adjacent stone. Finally, the dubbing out coat can be scraped back with the edge of a trowel to open up the surface to aid the curing process, and also to provide a good key for the straightening coat. Straightening coat in MMHLM Coarse mix can be sprayed on to achieve a more uniform finish. For best adhesion, scraping the mortar from the high points (a plasterer’s straight edge can be used) and filling the low points as work progresses – do not to overwork or ‘move’ the mortar around too much on the wall as this can weaken its bond with the background. Lime harl made up of a mix of 1 part lime to 1.5 sand to 1.5 shale/coarse sand. Lime to be NHL 3.5, Sand to be 4th th barrier sand and shale/coarse sand to be coarse sand and grit with a high coral content. Harl to be trowel thrown applied and of an even and consistent thickness. Care to be taken to avoid visible day joints or a visible difference between batches. Scaffold to be designed specifically for purposes of harling with removable inner boards to avoid the risk of lift linesin the finish. Fairing of render into vertical returns and reveals and at the base to avoid inconsistent thickness and discourage moisture retention. Finish coat colour/texture to match original.
- 20. Reinstate half roundcast iron guttering with fixing straps fixed below slates to roof battens. Assume new guttering to all eaves of main and vestry parts of the building excluding new bellcote. Guttering to be primed and painted before installing with 1 coat Teamac Rapid Dry Red Oxide Primer followed by 2 coats Teamac Metalcote Enamel, colour black gloss. Prior to removal photograph base close up inside and out for record purposes and pass to Architect. Remove former base and make good roof sarking/battens ,slate work and ridgepiece to match existing. Use salvaged stone slates and stone ridge pieces to match existing. Reinstate stone slates using austenitic screws or copper nails (assume 2sqm of new roofing) Generally allow for replacing defective slates including excessively delaminated and cracked slates with salvaged stone slates to match existing. All fixings should be non ferrous either austenitic stainless steel screws or copper nails. Remove any cracked loose and defective pointing to roof slates including pointing where the joints have opened up. Repoint roof with a repointing lime mortar (MMHLM mortar as above) including all new areas of slating. Assume 60% of roof requires repointing, assume 8sqm of slates require replacing in addition to roof vent, junction between vestry and main building and local area around bellcote. Check for daylight in slate work from roof void below to ascertain any hidden areas requiring pointing. Allow for locally striping roof around the bellcote area back (assume 6sqm in this area) by a nominal 450mm carefully setting aside the useable stone slates for reuse. Make good any uncovered defective sarking. Install code 4 lead soakers and flashing to junction between roof and belfry and cover with a fillet of cement mortar in turn this will be harled over with a lime harl. Particular attention should be made to the south west and North East corners above the areas of existing rot. Allow for stripping off existing haunching at junction of crow steps to roof on both vestry and main building and reapplying in lime mortar with a keyed finish to allow harl to be taken over it. Carefully strip stone slates at junction to a width on approx 350mm min. Inspect exposed sarking/battens and replace as required. Instal code 4 lead soaker and flashing fully raggled into the wall of the main building. Reinstate stone slates using austenitic screws or copper nails. Instal cement mortar fillet over flashing in turn render over this with the lime harl. Note mortar fillet should be scored to act as a scratch course. Assume 5sqm requiring stripping back and reslating. Strip off any defective pointing to top of chimney. Install salvaged buff small canon head chimney pot nominally 300mm high with buff elephants foot vent firmly fixed using sand mastic. Pot to be haunched in with repointing mix lime mortar. Generally overhaul and repair. Carefully remove all defective heavily cracked old putty and reputty. Putty with minor cracks to be retained and cracks filled with putty. Replace any cracked panes with Victorian Sheet period style glass panes by the London Crown Glass Company. Allow for replacing 12 panes. Carefully remove rotten cills and scarf and glue in new timber cills where required (allow for4 number). Rake out defective pointing/mastic to junction between window and ingoes and instal trowel sand mastic (see below). Allow for 12 linear metres. Ensure all surfaces are sound, clean, dry and free from dirt, grease and other contamination (assume all windows). Remove any areas of old paint which are peeling or blistering as flaking or peeling can occur if you paint over weak paint layers. Blend and “feather” the edges of the old paint fill any cracks, holes and joints with a water based exterior wood filler. Lightly sand the surface to improve paint adhesion. Apply one coat of Farrow & Ball Wood Primer & Undercoat, in the correct colour tone for your top coat (and allowing a minimum of 4 hours drying time between coats). Then apply two coats of exterior Eggshell colours to be
- 21. Farrow and BallStone White externally and Farrow and Ball Slipper White internal, allowing the correct drying time between coats. Please note: Any new metal fixings must be non ferrous ie either austenitic stainless steel, brass or copper. Rake out junction between windows and ingoes and apply burnt sand mastic by masons mortars or equal and approved as per manufacturers instructions. Assume this applies to all windows. Eroded, defective masonry should be repaired to form a neat edge where practicable to maintain the burnt sand mastic joint at a consistent size (approximately 10-20mm maximum). Burnt sand mastic is not a masonry repair material: Where repairs are required to the masonry to maintain a formal edge these should be carried out and allowed to cure properly before proceeding with mastic work. Joints that have lost their lime backing and where there is clear space between the frame and the masonry must be packed, either with well haired lime mortar or a rot proof compressible filler board or backing strip (Sash and case windows have weight pockets and when filling the gap, care should be taken to ensure nothing enters the weight pocket and affects the free running of the window – For this reason expanding foam should be avoided) The gap must be filled to within 10mm of the plane of the ingo without compromising the weight pocket whilst retaining capacity to support the mastic during troweling on. The timber frame should have loose flaking paint removed and be fully primed and undercoated before applying the finished mastic, ideally wood work is best fully finished, although a final finishing coat may be left until the mastic has properly set. Check the absorbency of the masonry, repair or render with water as the mastic is oil bound and high absorbency may occasionally result in bleeding from the mastic into the surrounding masonry. If the masonry has a high surface absorbency, use tape to protect and mask the masonry to prevent undue surface spread. (Trail samples should be carried out) Although oil stains usually do evaporate over time, avoidance is the best option. Using a small painter’s fitch, neatly apply a small quantity of the oil drier directly onto the frame and masonry to prime the surface ready to receive the mastic. Keep the primer to the line of the mastic avoid over priming. This can be done up to 1 hour before applying the mastic (weather dependant). Do not allow the oil primer to dry fully, apply the mastic while it is still feels tacky to the touch. Using a mastic trowel and box, press the mastic into the space, filling from the bottom of the joint and work up, always lay mastic on mastic, do not work to an open face as this will result in poor compaction, flush the mastic with the face of the Ingo tight to the frame. Where the joint to be filled is less than 10mm it may be necessary to form a neat angled fillet of mastic, not greater than half the width of the visible casing facing. The angle of the fillet from the plane of the ingo should not generally be greater than 150 degrees and in most instances would be flush with the plane of the ingo. It is important to maintain a consistent margin on the timber frame. Keep tools wiped with an oiled cloth during the application. After filling, starting from a corner, press the mastic trowel tightly against the face of the timber frame and masonry jamb and carefully press and draw the trowel to create a neat regular flush or angled fillet. Clean away any excess mastic and wipe the finished timber edges on completion. Where tape has been applied to minimize soiling with oil on absorbent surfaces, after finishing the mastic, remove the tape immediately, taking care to ensure that the mastic does not pull away with the tape. There should be no visible lips at the mastic edge on removal of tape.
- 22. Fabricate hardwood timberlouvred windows to new bellcote openings with 50mm rebate to ingoes and top. Allow for 10 louvre blades to front and side openings and 11 louvre blades to rear opening. Louvres to be set at minimum 45degree pitch with 15mm upstand to internal side. Face to chamber to be fitted with stainless steel insect mesh Material: stainless steel, Mesh count / holes per inch: 16, Wire diameter (mm): 0.224, Hole size / aperture (mm): 1.36. Workshop apply one coat of Farrow & Ball Wood Primer & Undercoat, in the correct colour tone for your top coat (and allowing a minimum of 4 hours drying time between coats). Then apply two coats of exterior Eggshell colours to be Farrow and Ball Stone White prior to fitting fly mesh. Louvred frames to be securely fixed using non ferrous fixings and fully masticed with burnt sand mastic to junction between masonry and frame as per manufacturers instructions.
- 23. Excavate base areaby hand to a depth of 100mm including turf depth. Lay salvaged flagstones cut to shape on a bed of coarse sand laid to a gentle fall to the front. Use salvaged flagstones on edge to form upstands to side and part rear buried to a depth of approx. 100mm and fixed to the base flagstones via stainless steel brackets at 300mm centres. Top edge of flagstones to be cut to sloped and level profile of sides and front of PV panels. Generally the principle is to minimise ground disturbance thereby mitigating uncovering any human remains. Therefore the principle is to dig to a maximum depth of 200mm (including turf) in conjunction with locally raising the ground level to conceal cables and soakaways. Carefully Excavate (preferably by hand digging) shallow trench maximum to a maximum depth of 250mm below surface level and 300mm wide. Line trench with permeable geotextile leaving enough to dress over the top. Instal 100mm perforated soakaway pipe and backfill in gravel. Where cutting across grass areas the ground above should be slightly mounded over with 75mm to 100mm of topsoil and grass seeded with the topsoil gently graded back into the existing ground. Where below pathways the path to be finished with 50mm deep gravel (2-6mm aggregate with a maximum particle size of 14mm) spread over the whole path width. Running from the battery storage into the building half way along the North side of the building adjacent to the incoming generator feed. Form a hole in existing west gable of grave diggers hut at ground level, make good and seal hole around cable. Feed armoured cable from shed along base of boundary wall with marker tape and protected by discarded slate with seeded top soil feathered over the top. Similar detail from wall into church. Allow for chasing any exposed cable into wall with stainless steel Installation of lightning protection to be by qualified sub contractor. Assume lightning rod fixed to stone finial in turn securely fixed to 25mm by 3mm lead coated copper tape securely fixed to follow finial and building contours by saddle fixings at nominal 300mm centres down North side of bellcote and down the angle between main gable and projecting bellcote down to 1200mm nominal depth ground spike. Ensure stainless steel ball support frame is also earthed with 3mm by 25mm copper tape going through base of louvred opening and joining main conductor tape. Form new partition and doorway subdividing the former vestry into 2 small rooms. Form new opening in timber lined wall, carefully removing and setting aside lining boards and skirting for reuse. New partition to be 75mm stud with 12.5mm plasterboard both sides and rigid Kingspan acoustic insulation between. New partition to be finished with new and part salvaged vertical beaded lining boards skirtings and architrave to match existing. boarding to be stained to match existing and all to be coated with 2 coats of varnish consisting 50/50 mix of linseed oil sand turpentine. New door (preferably salvaged) to be 4 panel type to match existing vestry internal door. Door ironmongery to have scotch rimlock www.inbrass.co.uk/acatalog/scotch-rim-lock.html (to room side), budget brass door knob www.inbrass.co.uk/acatalog/budget-door-knobs.html and brass escutcheon plate www.inbrass.co.uk/acatalog/ainslie-escutcheon.html all by Inbrass.
- 24. Instal “Separett Tiny”composting toilet with Urinal Container as per manufacturers instructions. Install 50mm ductwork for integral toilet fan terminating in grey mushroom cowel centrally placed below external window. Pipe to slop gently downwards to external cowel to prevent rainwater entering. Any visible ducting (not anticipated) to be boxed in in timber to match partition boarding. Install ground mounted solar panel system (3 number) using Renusol Console mounting tray or equal and approved) with JAM60s10 330-350/MR series panels by JA solar or equal and approved. PV panels to feed into a suitably sized PV battery storage system and any associated inverters etc housed in a waterproof cabinet in the gravediggers hut. Cable from hut to connect into kirk into existing consumer unit on wall to balcony stair. Allow for additional units/switches etc to connect into the existing electrical system as part of contractor design. Avoid surface mounted trunking/cabling unless specifically allowed by architect. Extract Fan: Install ceiling mounted extract fan powered by PV batteries and switched from lobby area. Provide ducting through roofspace into former former chimney flue and terminating at new chimney pot. Extract fan to be powered off pv batteries. Instal LED ceiling mounted light to new earth toilet switched from lobby side. LED light must be capable of being run off PV Battery. Instal photo-luminescent safety signage as indicated on the plan. Form new access hatch to roof space in vestry lobby. Hatch to have opening size of 600mm by 600mm with plated out in timber to edges with facings to ceiling matching door facings. Hatch to be made in beaded timber lining to match partition lining boards. All to stained and varnished to match existing partition lining. Reinstate/reattach 3 number balusters to stair to balcony (balusters to reinstate are set down in balcony) Instal timber sloping rail to top of existing balcony edge as per drawing to achieve an overall height of 800mm. Rail to be painted in eggshell paint to match colour of balcony front. 2 areas of dry/wet rot have been identified in the ceiling. One to the South West corner over the balcony, the second to the North East Corner, both appear to be related to roof leaks. Both are approximately 1.5 sq m in area. Remove affected timber lining boards but retain moulded ceiling ribs if still sound and treat affected area with brush applied proprietary fungicidal fluid. If couples or ceiling bearers are affected allow for replacing compromised timber with new pressure treated timber of same section as existing and fixed to existing members via 400mm long Heavy Duty Galvanised Splice Plate Joining Plates. Reinstate new lining boards to match existing. Stain and varnish new timber to match existing (redecoration to affected area only). Prior to carrying out works suitably protect balcony pews/ existing floor finishes below (including moving any artifacts such as the ships binnacle, pictures etc).
- 25. Plaster repairs (allowfor up to 10sqm area of replacement lath and plaster) to entrance door, lobby and staircase using MM FHLP + Fibres (feebly hydraulic lime) base coat with minimum 3mm finishing coat of MM PRF/ PLASTER both by Masons Mortars. Application instructions Ambient and materials / surface temperature range to be within 50C – 300C – out with these ranges consult our technical department. Use control methods to maintain ambient conditions until mortar is sufficiently cured Background preparation Remove, cut out and repair defective plaster, repair defective timbers and laths. Clean away all loose and friable materials, remove dust, dampen retained, old mortar and masonry to control suction. All backgrounds must be free of salts, dust, loose or friable materials Install timber lath. Gaps between laths should be approximately 8-10mm and for riven lath will vary according to the lath shape and thickness and species. Lath must be break and but bonded, sawn lath should be break and but bonded, diagonal on ceilings in a herring bone pattern is best for sawn lath Dampen masonry units to control suction if required – a pricking up coat / spatter dash coat may be required on very high suction backgrounds. Ensure laths are damp before application – no standing water on any background Do not over work surface of mortar on lath work, ensure consistent rivet formation Apply in accordance with general site specifications Allow adequate curing times between applications Apply a minimum coat of MM PRF Plaster with a float finish flush with surrounding existing plaster. Once cured paint new plaster areas with a farrow and ball estate matt emulsion colour to match surrounding plaster. Decoration to be localised to match adjacent areas only. These areas to be as follows: • New partition to vestry • Rot eradication areas to main kirk ceiling • New lath and plaster areas around entrance/underside of balcony, stairs etc • External doors and windows • New rail to balcony front 1Sq.M Samples will be required each of the following: Lime pointing to wall and roofslates Harl finish coat Belfry stonework Stained and Varnished timber
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- 32. Size matters. The latesttoilet solution from Separetts is the small and fleixble, Tiny. A real friend to Tiny Houses and other small places. Choose between two versions and think about what you should do with all the space that you will get. Two versions - Tiny with urine tube: internal collection of solid waste. external collection of urine - Tiny with urine container: internal collection of urine and solid waste This leaflet describes Tiny with urine container TINYwith urine container Art.no 1270 EASY TO USE INCLUDED WITH TINY 1270-01 Instructions for use, Installation manual, Universal adapter for 110-240 V use, 1 x latrine container with lid, 1 x urine tank, Ø 50 mm ventilation pipe 40 cm, Adapter Ø 50 mm - 1 ½ ”, Ventilation grille with insect net, Ventilation cowl, Holder for drain cleaning tablet, Installation sketch, Screws for wall / floor, compostable bag sample, Drain cleaning sample, Absorb pad sample, Filter for ventilation pipes SUPPLEMENT WITH Urine-diverting child seat 1101 Bio drain cleaner 1118 Absorb Tiny 1346 INSTALLATION All that is needed for installing Tiny with urine container is the electric energy of 12 V or 110–240 V and a 50 mm pipe that is used for ventilating the toilet. The toilet is designed for 50 mm pipes (outer diameter). For optimal function it is recommended that you use Separett’s own installation kit that has pipes and angles in the correct dimensions. Separett Tiny can be installed with up to 5 meters of ventilation piping and 2 90-degree bends. Ventilated air can go through a wall, floor or roof, for example, up into an attic and out through a suitable side of the house. TECHNICAL DATA Separett AB 2021,12375-01 OPTIMIZED FOR TINY SPACES After several years of development of urine diverting toilets this has led to the simple and flexible design of Separett Tiny that is a perfect fit for small spaces. Especially developed for Tiny Homes and other small spaces such as camper vans, caravans, boats, hunting cottages etc. HYGENIC AND ODORLESS The operational reliability of Tiny is high and the installation of the toilet is easy. The fan exhales the small odor that is formed, despite urine separation, and contributes to a better indoor climate by constantly keeping the air in the space in motion. VIEW SCREEN The view screen hides the solid waste in the container and is pushed to the side when you sit down to use the toi- let. This results in that you only see the toilet waste when it is time to empty the solid waste. The Absorb pad is placed in the bottom of the waste bag and is used to soak up any moisture coming from the waste Enabling even the smallest ones to use the urine diverting toilet. Bio drain cleaner keeps the urine drain free from urine salts that can clog the urine hose. Connections: Ventilation out: Ø 51mm All our electrical products are ETL and/or CE marked. Further information about the products can be found on our website, www.separett.com Warranty 5 year The 5-year warranty does not include the fan. The fan has a 3-year warranty. Material container TINY Voltage/ Wattage Power consumtion Electrical connection Noise level Max weight Recyclable high-gloss poly- propylene Inner container solid waste: 14,5 L polypropylene Urine container: 7,1 L polypropylene 12 V / 1.6 W 0.04 kWh/day 61” alt. Uni- versal power adapter 110/230V-12V <30dB(A) Max weight 150 kg CLOSED SYSTEM This model of Tiny contain both the liquid and solid waste inside of the toilet with two containers. The urine container has a sensor that gives a signal to the Separett-logotype that lights up in a red color when it is time to empty the container. Installation example 470 mm 497 mm 398 mm