Stone Wall Timber planked door retained, repaired and redecorated. Existing window opening retained and head consolidated. 2150 2200 2250 Existing mill wall window openings retained and new dark grey powder coated aluminium sliding sash windows installed behind in Sun Room walls. Existing window opening retained and head consolidated. Existing window opening retained and head consolidated. Existing window opening retained and head consolidated. Raised platform to allow views out of current window. Existing window/door retained blocked up backing onto lean-to. Fitness Studio/Gym Study Bedroom En-suite En-suite Sun-Room Low-pitch zinc roof Low-pitch zinc roof below line of existing wall heads. New insulated concrete ground floor construction with stone flagg finish, incorporating underfloor heating. New insulated concrete ground floor construction with stone flagg finish, incorporating underfloor heating. Stone flaggs to open yard floor Wall heads reconstructed to height to reflect the structure at the time of listing, as can reasonably be identified from photographs, consolidated and capped with turf to protect from further decay Glass balustrade Glass balustrade Internal face of existing external walls: open joints and cavities packed and deep-pointed to fill voids and cavities, but not re-pointed to surface, to maintain current appearance. Existing lime plaster retained. Secured to wall if found detached. Decaying lime plaster finish to walls retained and re-secured where loose using hidden conservation fixings. Existing external walls: open joints and cavities packed and deep-pointed to fill voids and cavities, as necessary to slabilise the wall, but not re-pointed to surface, to maintain current appearance. Existing blocked up window openings retained blocked up, but infill rebuilt for safety reasons as Structural Engineer's detail DR-S-27003. Existing blocked up window openings retained blocked up, but infill rebuilt for safety reasons as Structural Engineer's detail DR-S-27003. Wall heads reconstructed to height to reflect the structure at the time of listing, as can reasonably be identified from photographs, consolidated and capped with turf to protect from further decay Wall heads reconstructed to height to reflect the structure at the time of listing, as can reasonably be identified from photographs, consolidated and capped with turf to protect from further decay Internal face of existing external walls: open joints and cavities packed and deep-pointed to fill voids and cavities, but not re-pointed to surface, to maintain current appearance. Existing external walls: open joints and cavities packed and deep-pointed to fill voids and cavities, as necessary to slabilise the wall, but not re-pointed to surface, to maintain current appearance. Storage below raised platform Existing external walls: open joints and cavities packed and deep-pointed to fill voids and cavities, as necessary to slabilise the wall, but not re-pointed to surface, to maintain current appearance. Existing blocked up window opening re-opened due to instability of infill stone and new aluminium sliding sash windows inserted behind retained, existing timber window frames. Existing infill removed and new timber window frames, manufactured to match existing window elements. Existing window openings retained and new dark grey powder coated aluminium sliding sash windows installed in Study walls. 178.30 180.54 183.08 180.54 178.30 182.09 Low-pitch zinc roof apex - 185.50 - below consolidated wall head level Low-pitch zinc roof apex - 185.50 - below consolidated wall head level 2200 Lead flashing at gable abutment, chased into joint above existing timber wall-plate (which is to be removed on Structural Engineer's advice and replaced with stone). Bedroom Existing blocked up window opening re-opened due to instability of infill stone and new aluminium sliding sash windows inserted behind retained, existing timber window frames. Existing partially blocked up window entirely blocked, including "slot". Existing window opening 1980 2143 2203 1980 New free-standing staircase, following profile of original staircase outline on wall with glass balustrade. Lead flashing at gable abutment, chased into joint above existing timber wall-plate (which is to be removed on Structural Engineer's advice and replaced with stone. 2085 2250 254 x 254 UC set into masonry, spliced onto "goalpost" structure, offset from stanchions below 254 x 254 UC set into masonry, spliced onto "goalpost" structure, offset from stanchions below Archaeological investigations below ground to Archaeologist's WSI and specifications. New upper floor beams and floor plates to be installed to allow consolidation of wall heads and structural safety works before archaeological works. Existing fireplace, previously made into an opening retained and new aluminium double glazed window inserted deep into reveal. Existing flues back-filled to Structural Engineer's specifications to restore stability of wall. 150x150x8mm (thickI SHS (S355H) "rafter", welded to stanchions 150x150x8mm (thickI SHS (S355H) "rafter", welded to stanchions This beam to be 254 x 146 x 37 UB (S355) clad in Oak to match D30 flitch beams elsewhere. This beam to be 254 x 146 x 37 UB (S355) clad in Oak to match D30 flitch beams elsewhere. Existing infill removed and new openable timber window frame, manufactured to match existing window elements. New concrete "beam" foundation to moment framea structure, to Structural Engineer's design following ground condition testing. New timber ledged and braced door in existing blocked up opening (unblocked). New cast iron gutters. New stones slate roof over new timber roofing battens on breathable roofing membrane over existing, repaired timber rafters. Fitness Studio/Gym Study 2148 1980 2150 New double glazed timber windows in reconstructed openings to match existing timber window remnants elsewhere. Partially collapsed wall - loose material (fallen to ground) removed and re-used for wall consolidation. Exposed wall and core consolidated to make safe and protect wall. Low-pitch zinc roof below line of existing wall heads. Lean-to extended North to create additional external store and assist in buttressing flank mill wall. New insulated concrete ground floor construction with stone flagg finish, incorporating underfloor heating. Mill wall reconstructed to form and height to reflect the structure at the time of listing, as can reasonably be identified from photographs. New timber planked door to reconstructed opening, with timber frame, all to reflect original door as per photograph from 1975. Ironmongery salvaged from site as possible and supplemented with new, to match. New glazed timber door behind. Existing windows opening retained blocked up behind remaining (decayed) timber window frames. Existing timber window elements repaired and preservative applied. Infill reconstructed to make secure. New Code 4 lead soakers and Code 5 lead cover flashings at abutment of lean-to to the mill building. Reconstructed roof to be lowered in pitch to bring abutment below first floor window sill level to all more robust weather proofing to be provided. Storage below raised platform Glass balustrade Wall heads reconstructed to height to reflect the structure at the time of listing, as can reasonably be identified from photographs, consolidated and capped with turf to protect from further decay Internal face of existing external walls: open joints and cavities packed and deep-pointed to fill voids and cavities, but not re-pointed to surface, to maintain current appearance. New window opening in reconstructed wall, with new dark grey powder coated aluminium sliding sash windows installed in Study wall. Lead lined "parapet" gutter between Sun Room and mill walls, discharging to South end Lead lined "parapet" gutter between Sun Room and mill walls, discharging to South end 2248 Existing fireplace, previously made into an opening retained and new painted timber double glazed window inserted. 254 x 146 x 37 UB (S355) clad in Oak to match flitch beams elsewhere Lead flashing at gable abutment, chased into joint above existing timber wall-plate (which is to be removed on Structural Engineer's advice and replaced with stone. Wallhead lateral restraint ties to Structural Engineer's design. Existing blocked up opening re-opened and new slim-line double glazed timber window installed. Low-pitch zinc roof below line of existing wall heads. Sun Room Bedroom 4 Bedroom 3 Existing window openings retained and new dark grey powder coated aluminium sliding sash windows installed in Sun Room wall. Unglazed Accoya timber windows (to match existing) set into existing mill wall openings. Existing blocked up window opening re-opened due to instability of infill stone and new aluminium sliding sash windows inserted behind retained, existing timber window frames. Wall heads reconstructed to height to reflect the structure at the time of listing, as can reasonably be identified from photographs, consolidated and capped with turf to protect from further decay Mill wall reconstructed to form and height to reflect the structure at the time of listing, as can reasonably be identified from photographs. New Code 4 lead soakers and Code 5 cover flashings to abutment with mill building. New insulated concrete ground floor construction with stone flagg finish, incorporating underfloor heating. Internal face of existing external walls: open joints and cavities packed and deep-pointed to fill voids and cavities, but not re-pointed to surface, to maintain current appearance. Existing window opening retained blocked up, but infill rebuilt for safety reasons as Structural Engineer's detail DR-S-27003. 2050 2150 2250 2134 2206 Glass screen within internal blinds Lead lined "parapet" gutter between Sun Room and mill walls, discharging to South end Lead lined "parapet" gutter between Sun Room and mill walls, discharging to South end 178.30 180.54 183.08 Glass door with internal blinds Glass door with internal blinds Glass screen within internal blinds New D30 oak flitch-beams (with a 12 x 200mm G.304 stainless flitch-plate), set within original pug holes. New D30 oak flitch-beams (with a 12 x 200mm G.304 stainless flitch-plate), set within original pug holes. Lead flashing at gable abutment, chased into joint above existing timber wall-plate (which is to be removed on Structural Engineer's advice and replaced with stone. 203x133x25 UB (S355) steel beams to Structural Engineer's designs. TC A Revision No: Drawing No: Job No: Date: Drawn By: Scale: Job Title: Client: Drawing Title: Mr. A. Sutcliffe Proposed Residential Conversion of the Spital Buildings, How Lane, Castleton Proposed Sections 1:50 @ A1 TJC Mar 2019 P/07 M CSB01 Tom Crooks Architecture Ltd. 7 Moorland Road, Hathersage, Hope Valley, Derbyshire, S32 1BH T: 01433 440 466 ⌂ E: [email protected] Company Registered in England and Wales Company Registration No.09432902 © Copyright Tom Crooks Architecture Ltd. 2019 No dimensions are to be scaled from this drawing; all dimensions and sizes to be verified on site. No structural information is to be taken from these drawings - refer to Structural Engineer's drawings. Rev: Description: Date: A Further Client Changes May 2019 B Added Elevation May 2019 C Revised for Pre-application May 2019 Advice to Client's changes D Revised for Pre-application Oct 2019 Advice to Client's changes E Revised for further pre-app Oct 2019 to Client's changes F Revised for Planning App Jan 2020 G Revised for Planning App Mar 2020 H Revised for Planning App Mar 2020 I Revised for Planning App Apr 2020 J Revised for Planning Validation June 2020 K Downpipes changed to cast iron Aug 2020 Rooflights adjusted. 2nd Flr timber window frames added. L Revised extent to rebuilding of Sept 2020 mill walls & pods resized. 2 rooflights omitted & additional mill window opened M Revised for Planning App Nov 2020 Proposed Mill Section A-A (Scale 1:50) 0 5m Survey data prepared by Starr Surveys for use by the Client. The Architect takes no responsibility for the accuracy of that data or subsequent drawings prepared on the basis of that data. Proposed Mill Section C-C (Scale 1:50) Proposed Mill Section B-B (Scale 1:50)