tom crooks architecture ltd. tca glass study
TRANSCRIPT
Stone Wall
Timber plankeddoor retained,repaired andredecorated.
Existing windowopening retainedand headconsolidated.
2150
2200
2250
Existing mill wallwindow openingsretained and new darkgrey powder coatedaluminium sliding sashwindows installedbehind in Sun Roomwalls.
Existing windowopening retainedand headconsolidated.
Existing windowopening retainedand headconsolidated.
Existing windowopening retainedand headconsolidated.
Raised platform to allowviews out of current window.
Existingwindow/door
retainedblocked up
backing ontolean-to.
FitnessStudio/Gym
Study
Bedroom
En-suite
En-suite
Sun-Room
Low-pitch zinc roof
Low-pitch zinc roof belowline of existing wall heads.
New insulated concrete ground floor constructionwith stone flagg finish, incorporating underfloorheating.
New insulated concrete groundfloor construction with stone flaggfinish, incorporating underfloorheating.
Stone flaggs to open yard floor
Wall heads reconstructed toheight to reflect the structureat the time of listing, as canreasonably be identified fromphotographs, consolidatedand capped with turf toprotect from further decay
Glass balustradeGlassbalustrade
Internal face of existing externalwalls: open joints and cavitiespacked and deep-pointed to fillvoids and cavities, but notre-pointed to surface, to maintaincurrent appearance. Existing limeplaster retained. Secured to wall iffound detached.
Decaying lime plaster finish towalls retained and re-securedwhere loose using hiddenconservation fixings.
Existing external walls: open joints andcavities packed and deep-pointed to fillvoids and cavities, as necessary toslabilise the wall, but not re-pointed tosurface, to maintain currentappearance.
Existing blocked upwindow openings retained
blocked up, but infill rebuiltfor safety reasons asStructural Engineer's
detail DR-S-27003.
Existing blocked upwindow openings retainedblocked up, but infill rebuiltfor safety reasons asStructural Engineer'sdetail DR-S-27003.
Wall heads reconstructed to height to reflect thestructure at the time of listing, as can reasonably beidentified from photographs, consolidated and cappedwith turf to protect from further decay
Wall heads reconstructed toheight to reflect the structureat the time of listing, as canreasonably be identified fromphotographs, consolidatedand capped with turf toprotect from further decay
Internal face of existing externalwalls: open joints and cavitiespacked and deep-pointed to fillvoids and cavities, but notre-pointed to surface, to maintaincurrent appearance.
Existing external walls:open joints and cavitiespacked and deep-pointed tofill voids and cavities, asnecessary to slabilise thewall, but not re-pointed tosurface, to maintain currentappearance.
Storage belowraised platform
Existing external walls:open joints and cavities
packed and deep-pointed tofill voids and cavities, as
necessary to slabilise thewall, but not re-pointed to
surface, to maintain currentappearance.
Existing blocked up windowopening re-opened due to
instability of infill stone and newaluminium sliding sash windows
inserted behind retained,existing timber window frames.
Existing infill removedand new timberwindow frames,manufactured to matchexisting windowelements.
Existing windowopenings retained andnew dark grey powdercoated aluminiumsliding sash windowsinstalled 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 existingtimber wall-plate (which is to beremoved on Structural Engineer'sadvice and replaced with stone).
BedroomExisting blocked up window
opening re-opened due toinstability of infill stone and
new aluminium sliding sashwindows inserted behindretained, existing timber
window frames.
Existing partiallyblocked up windowentirely blocked,including "slot".
Existingwindowopening
1980 21
4322
03
1980
New free-standingstaircase, followingprofile of originalstaircase outline on wallwith glass balustrade.
Lead flashing at gable abutment,chased into joint above existingtimber wall-plate (which is to beremoved on Structural Engineer'sadvice and replaced with stone.
208522
50
254 x 254 UC set intomasonry, spliced onto"goalpost" structure, offsetfrom stanchions below
254 x 254 UC set intomasonry, spliced onto
"goalpost" structure, offsetfrom stanchions below
Archaeological investigationsbelow ground to Archaeologist'sWSI and specifications. Newupper floor beams and floorplates to be installed to allowconsolidation of wall heads andstructural safety works beforearchaeological works.
Existingfireplace,previously madeinto an openingretained andnew aluminiumdouble glazedwindow inserteddeep into reveal.
Existing flues back-filledto Structural Engineer'sspecifications to restorestability of wall.
150x150x8mm (thickI SHS(S355H) "rafter", welded tostanchions
150x150x8mm (thickI SHS(S355H) "rafter", welded to
stanchions
This beam to be 254 x146 x 37 UB (S355)clad in Oak to matchD30 flitch beamselsewhere.
This beam to be 254 x146 x 37 UB (S355)
clad in Oak to matchD30 flitch beams
elsewhere.
Existing infill removedand new openable timberwindow frame,manufactured to matchexisting windowelements.
New concrete "beam"foundation to moment frameastructure, to StructuralEngineer's design followingground condition testing.
New timber ledgedand braced door inexisting blocked upopening (unblocked).
New castirongutters.
New stones slate roof over new timberroofing battens on breathable roofing
membrane over existing, repairedtimber rafters.
FitnessStudio/Gym
Study
2148
198021
50
New double glazedtimber windows inreconstructed openingsto match existing timberwindow remnantselsewhere.
Partially collapsed wall- loose material (fallento ground) removedand re-used for wallconsolidation. Exposedwall and coreconsolidated to makesafe and protect wall.
Low-pitch zinc roofbelow line of existingwall heads.
Lean-to extended Northto create additional
external store and assistin buttressing flank mill
wall.
New insulated concrete ground floor constructionwith stone flagg finish, incorporating underfloorheating.
Mill wall reconstructed toform and height toreflect the structure atthe time of listing, as canreasonably be identifiedfrom photographs.
New timber planked door toreconstructed opening, with timberframe, all to reflect original door asper photograph from 1975.Ironmongery salvaged from site aspossible and supplemented withnew, to match. New glazed timberdoor behind.
Existing windows opening retainedblocked up behind remaining (decayed)
timber window frames. Existing timberwindow elements repaired and
preservative applied. Infill reconstructedto make secure.
New Code 4 lead soakers and Code 5lead cover flashings at abutment of
lean-to to the mill building.Reconstructed roof to be lowered in
pitch to bring abutment below first floorwindow sill level to all more robust
weather proofing to be provided.
Storage belowraised platform
Glassbalustrade
Wall heads reconstructed toheight to reflect the structureat the time of listing, as canreasonably be identified fromphotographs, consolidatedand capped with turf toprotect from further decay
Internal face of existing externalwalls: open joints and cavitiespacked and deep-pointed to fillvoids and cavities, but notre-pointed to surface, to maintaincurrent appearance.
New window opening inreconstructed wall, with newdark grey powder coatedaluminium sliding sash windowsinstalled in Study wall.
Lead lined "parapet" gutterbetween Sun Room and millwalls, discharging to South end
Lead lined "parapet" gutterbetween Sun Room and millwalls, discharging to South end
2248
Existing fireplace, previouslymade into an opening retainedand new painted timber doubleglazed window inserted.
254 x 146 x 37 UB (S355)clad in Oak to match flitchbeams elsewhere
Lead flashing at gable abutment,chased into joint above existingtimber wall-plate (which is to beremoved on Structural Engineer'sadvice and replaced with stone.
Wallhead lateral restraint ties toStructural Engineer's design.
Existing blocked upopening re-openedand new slim-linedouble glazedtimber windowinstalled.
Low-pitch zinc roofbelow line of existingwall heads.
Sun Room
Bedroom 4
Bedroom 3
Existing window openingsretained and new dark greypowder coated aluminium slidingsash windows installed in SunRoom wall. Unglazed Accoyatimber windows (to matchexisting) set into existing mill wallopenings.
Existing blocked upwindow openingre-opened due toinstability of infill stoneand new aluminiumsliding sash windowsinserted behind retained,existing timber windowframes.
Wall heads reconstructed to height toreflect the structure at the time of listing,as can reasonably be identified fromphotographs, consolidated and cappedwith turf to protect from further decay
Mill wall reconstructed to formand height to reflect thestructure at the time of listing, ascan reasonably be identifiedfrom photographs.
New Code 4 lead soakers andCode 5 cover flashings toabutment with mill building.
New insulated concrete ground floor constructionwith stone flagg finish, incorporating underfloor
heating.
Internal face of existing externalwalls: open joints and cavitiespacked and deep-pointed to fillvoids and cavities, but notre-pointed to surface, to maintaincurrent appearance.
Existing window openingretained blocked up, butinfill rebuilt for safetyreasons as StructuralEngineer's detailDR-S-27003.
2050 2150
2250
2134
2206
Glass screenwithin internalblinds
Lead lined "parapet" gutterbetween Sun Room and millwalls, discharging to South end
Lead lined "parapet" gutterbetween Sun Room and millwalls, discharging to South end
178.30
180.54
183.08
Glass doorwith internal
blinds
Glass doorwith internal
blinds
Glass screenwithin internalblinds
New D30 oak flitch-beams (with a 12 x200mm G.304 stainless flitch-plate), setwithin original pug holes.
New D30 oak flitch-beams (with a 12 x200mm G.304 stainless flitch-plate), setwithin original pug holes.
Lead flashing at gable abutment,chased into joint above existingtimber wall-plate (which is to beremoved on Structural Engineer'sadvice and replaced with stone.
203x133x25 UB (S355)steel beams to StructuralEngineer's designs.
TCA
Revision No:Drawing No:Job No:
Date:Drawn By:Scale:
Job Title:
Client:
Drawing Title:
Mr. A. Sutcliffe
Proposed Residential Conversion of theSpital Buildings, How Lane, Castleton
Proposed Sections
1:50 @ A1 TJC Mar 2019
P/07 MCSB01
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 WalesCompany Registration No.09432902
© Copyright Tom Crooks Architecture Ltd. 2019
No dimensions are to be scaled from this drawing; alldimensions and sizes to be verified on site.
No structural information is to be taken from thesedrawings - refer to Structural Engineer's drawings.
Rev: Description: Date:A Further Client Changes May 2019B Added Elevation May 2019C Revised for Pre-application May 2019
Advice to Client's changesD Revised for Pre-application Oct 2019
Advice to Client's changesE Revised for further pre-app Oct 2019
to Client's changesF Revised for Planning App Jan 2020G Revised for Planning App Mar 2020H Revised for Planning App Mar 2020I Revised for Planning App Apr 2020J Revised for Planning Validation June 2020K Downpipes changed to cast iron Aug 2020
Rooflights adjusted. 2nd Flrtimber window frames added.
L Revised extent to rebuilding of Sept 2020mill walls & pods resized.2 rooflights omitted & additionalmill 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 bythe Client. The Architect takes no responsibility forthe accuracy of that data or subsequent drawingsprepared on the basis of that data.
Proposed Mill Section C-C(Scale 1:50)
Proposed Mill Section B-B(Scale 1:50)