I was involved at the early stages of this Masterplanning scheme for a New housing located in Calverton. I produced a series of sketches showing options that resulted in varying Total houses within the Masterplan. I was involved in this Masterplanning project from it’s conception and worked to assist project Architects with research and historical analysis into the former colliery site in which the site is located.
Area
29,514m2 (7.29 Acres) Project Assistant
043
Project Information
Site
Involvement Programme
20 PRESENTATION 01 3 LAYOUT SKETCH WORK PROGRESS PRESENTATION 01 79 Units 22 LAYOUT SKETCH WORK PROGRESS PRESENTATION 01 75 Units
Hand Drawing
Calverton Housing Masterplan
Working alongside the Project Architect, I assisted in producing a set of Planning Drawings for a part conversion/new-build residential proposal in Bingham. I co-ordinated the client requests and incorporated contextual sensitivity to produce a set of Stage 3 planning drawings.
RIBA Stage 0-2 RIBA Stage 4 RIBA Stage 5-7 Project Information Site Area Involvement Programme Location Plan Church Street, Bingham Residential Conversion Site Plan 6 11 Chesterfield Arms 67 Ordnance Survey (c) Crown Copyright 2018 All rights reserved. Licence number 100022432 4 b a CHURCH STREET 7 13 15 54 1 to 4 4 c 4 59 61 8 Application Boundary LONG ACRE 2,948m2 Project Assistant Autocad RIBA Stage 3 Unit 1 Class A1/A2/A3/A4/A5 231m Unit 2 Class A1/A2/A3/A4/A5 58.1m 2 1 6 5 4 3 12 11 10 9 8 New Courtyard 7 New Apartments 1-5 1441 Converted Apartments 1-4 Previous consented scheme for apartment building footprint shown dashed red 5no. sheffield bike stands Turning Head 362 Access to Long Acre Pedestrian access between Church Street and Long Acre maintained Loading zone designated. Commercial loading from street only. Paving changes with no curb (part of carriageway) Walled/gated courtyard. New iron gates to courtyard Bin store containing no.3 1100L Commercial bins for Units 1-3 Unit 3 Class A1/A2/A3/A4/A5 59m Parking bays. 2.4 4.8m bays formed with permeable block paving: · Bays 1-3 for commercial use · Bays 4-12 for apartment residents (1 space per apartment) Bays 13-14 for apartment visitors Bin store with 3no. 1100L bins, serving new apartments 1-5 and converted apartments 1-4. Bins individually gated with 180 degree swing gates to enable access from footpath 1100 New apartments set back min 1010 from street 1200 6000 6000 4800 1200 New tree Existing tree removed Planning Application Boundary Soft Landscaping Permeable block paving 450 square concrete paving slabs Existing construction retained Proposed new construction Key N Legal Info ©RDA Consultant Architects. Drawing not construction. Do not from this drawing either paper digital form. Use written dimensions only. All dimensions are given in millimeters unless otherwise stated. 2. All survey information by others. Check all dimensions on site. Site boundaries be confirmed client solicitors with reference to title 3. This drawing intended for use by the commissioning client only. not assume any liability any third party for the information herein. RaynerDaviesArchitects St. Peter's Gate Nottingham NG1 2JG 01159473859 www.rd-architects.co.uk Nottingham Kent JOB TITLE DWG TITLE DATE BY CHECKED BY 2651(08)201 E 22/01/20 NOTES Church Street, Bingham Residential Development Proposed Site Plan Mixed Use Development DEK MJV Planning 01 Proposed Site Plan - 29/11/19 MJV First Issue 1m 5m 10m 20m 1:200 A 06/12/19 MJV Application Boundary added B 12/12/19 DEK Amendments following client feedback C 17/12/19 DEK Amendments following client feedback D 15/01/20 DEK Amendments following client feedback E 22/01/20 DEK Amendments following client feedback
No. 4c Commercial Residential - Existing facade retained +27,770 Apartment 4 FFL +25,120 Apartment 3 FFL The Old Courthouse 09 New double gates, black painted metal. THE SITE THE SITE New 'heritage' style recessed entrance to commercial Unit 2 in existing structural opening Proposed new apartments +22,430 GF FFL +25,205 1F FFL +27,980 2F FFL +31,861 Ridge +25,810 Apartment 2 FFL 01 05 07 08 08 08 08 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 11 800 2400 800 2400 +22,430 GF FFL +25,205 1F FFL +27,980 2F FFL +31,861 Ridge 1600 1600 1150 1000 04 2100 New window in existing structural opening. Door opening to be blocked up to existing cill level. Finish in painted brick to match existing. New double doors to external store. 355mm Extract Riser in spiral ductwork and high velocity terminal 2no. Existing openings to be blocked up Existing opening to be re-instated as window to Apartment 3 with detailing to match existing. THE SITE THE SITE The Old Existing opening retained for service access to unit 1 New doors and sidelights to Commercial Unit 2 to access rear patio area +29,725 Parapet +27,770 Apartment 4 FFL +25,120 Apartment 3 FFL +29,130 Parapet 01 02 03 04 04 04 05 06 06 07 07 07 08 08 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 09 10 10 10 +26,830 Apartment 1 Upper FFL 10 10 10 Glazed Juliette balcony to 1F Apartment living space 10 New window to 1F apartment kitchen 1150 1150 +28,465 New level of raised flat roof +26,830 Apartment 1 Upper FFL +26,180 Apartment 1 Lower FFL 800 1950 Existing finish to gable retained as painted brick. 03 04 06 07 10 10 10 10 10 New window to existing structural opening to apartment 2 kitchen 03 04 06 10 09 10 +28,465 New level of raised flat roof +22,430 GF FFL +25,205 1F FFL +27,980 2F FFL +31,861 Ridge +29,130 Parapet +28,350 Eaves Church Street 01 02 06 11 +28,350 Eaves Church Street 01 11 045
RIBA Stage 5-7
Elliot Road, Selly Oak Residential Scheme
RIBA Stage 4
RIBA Stage 0-2
Involvement Programme Plans
This one-off house application was completed with contextual sensitivity for the Victorian town-house adjacent to the site. I worked alongside the Project Architect and completed the set of planning drawings using AutoCad.
Elevations
244m2 Project Assistant Autocad
Project Information Site Area
12 08 09 11 13 Ovn FR/FZ 02 03 04 01 06 07 16 15 14 10 (20)005 A-A (20)005 A-A (20)005 A-A 05 7400 6600 1500 3500 5900 17 Rooflight Rooflight Rooflight Rooflight Rooflight Rooflight Rooflight NUMBERED NOTES 01 Entrance 02 Dining 03 Kitchen 04 Living 05 Strairs 06 Utility 07 WC 08 Landing 09 Master Bed (1) 10 En Suite 11 Bathroom 12 Bed (2) 13 En Suite 14 Hall 15 Bed(3) 16 Bed(4) 17 Store 2.5 Storey 4no. Bedrooms: 3 double, 1single Gross External Area =192 sq.m Gross Internal Area =162 sq.m - 15/09/21 DK First Issue RaynerDaviesArchitects 2 St. Peter's Gate Nottingham NG1 2JG 01159473859 www.rd-architects.co.uk Nottingham Kent JOB TITLE DWG TITLE REVISIONS NOTES Elliott Road Selly Oak Birmingham Floor Plans As Proposed 01 Ground Floor Plan As Proposed 1m 5m 10m 1:100 02 First Floor Plan As Proposed 03 Second Floor Plan As Proposed N A 15/12/21 DK Rear Windows Amended Elliott House Site No. Gleave Road Street +08,241 Eaves +12,712 Ridge +11,882 Ridge +08,582 Ridge 3A 3A 3A 06 +02,860Note +05,760 FF FFL +08,460 2F FFL +03,060 GF FFL SITE ELLIOTT HOUSE 3A 11 3A 14 3A 09 04 10 01 11 11 05 02 06 06 SITE STREET ELLIOTT HOUSE 01 3B 13 10 SITE ELLIOTT HOUSE Obscured Low Level Window 12 13 13 01 11 11 11 11 +03,060 GF FFL +05,760 FF FFL +08,460 2F FFL ADJACENT PROPERTY REAR GARDEN Materials Key: Walls Buff Brick Grey Panel Cladding UPVC Frame Double Glazed Window UPVC Frame Bi-Fold Door Set UPVC Frame Obscured Acid Etched Window Roof Concrete Tiled Roof UPVC Rainwater goods Buff Brick Chimney with Stainless Steel Flue Aluuminium clad Timber Frame Velux-type Rooflight Boundaries 02 3A 08 11 09 3B 10 REVISIONS NOTES 02 Front Elevation As Proposed - 15/09/21 DK First Issue 01 Proposed Full Street Elevation 03 North Gable Elevation As Proposed 04 Rear Elevation As Proposed 05 South Elevation A 15/12/21 DK Windows and Materials updated
RIBA Stage 3
Private Parking 900 Private Garden Amenity Footway Crossing with Dropped Curb where joining existing infrastructure Proposed 1.8m Height Close Board Timber Boundary fence Proposed 1.8m Height Close Board Timber Boundary fence 1450 Proposed New Tree - Species TBC New low level iron-work boundary and gate (20)005 A-A LampPost Airtech ControlsElliot House Sturge Close 1200
Downpipe 570 2740 7910 17400 +00,200 Existing 200mm high security fence 1430 1360 Enclosed Bike Store 047
Elliott Road
RIBA Stage 4
Agard Street, Derby Student Accommodation
This eight-storey student accommodation project is one of the largest I have worked on and I gained valuable experience and insight whilst developing a Stage 4 set of information. I co-ordinated with the client and contractors to create a set of developed technical information for the project.
Project Information
Site Area
Involvement Programme
1,211m2 Project Assistant Autocad
Site Plan
RIBA Stage 0-2 R IBA Stage 3
RIBA Stage 5-7
D.G.014 Type D.G.006 Type D.G.011 Type XmE: Y N: Point 01 434696.652 336449.908 X E: YmN: Point 02 434692.214 336452.750 X E: YmN: Point 03 434692.248 336453.372 XmE: Y N: Point 04 434685.527 336458.081 XmE: Y N: Point 05 434678.949 336462.667 Maintenance access IMPORTANT: Position of boundary wall estimated from historic surveys. To be checked on site. Substation and Plant position in abayance, subject to further review of footprint by RDA 2500 5500 E.V. Charging 4000 01 +49,213 Parking Bay 1 Parking Bay 2 2500 5500 5500 Turning Area Hard standing RPA 1200 1500 Substation Plant Room Core 1 Ent Bin Store South Block Core 2 01 1000 E.V. Charging Agard Street Single storey pavilion N
Rm.07.07 Studio 61 17.3sq.m Rm.07.02 Circ. 16.6sq.m Rm.05.07 Studio 48 17.4sq.m Rm.05.02 Circ. 15.0sq.m Rm.06.07 Studio 55 17.4sq.m Rm.06.02 Circ. XXsq.m Rm.02.02 Circ. 15.0sq.m Rm.03.02 Circ. XXsq.m Rm.04.02 Circ. 15.0sq.m Rm.01.02 Circ. 15.0sq.m 420 2850 2850 2850 2850 2850 2850 2850 520 +63,828 Fifth Floor FFL +52,428 First Floor FFL +55,278 Second Floor FFL +58,128 Third Floor FFL +60,978 Fourth Floor FFL +66,678 Sixth Floor FFL +69,528 Seventh Floor FFL +72,945 Top of Parapet 2850 +69,360 T.O.S +60,810 T.O.S +57,960 T.O.S +55,110 T.O.S +52,260 T.O.S +71,990 T.O.S 450 450 2400 2400 450 2400 +66,510 T.O.S +63,660 T.O.S Rm.01.30 Studio 15 15.9sq.m Rm.01.07 Studio 11 17.6sq.m Rm.01.38 Studio 18 21.3sq.m Rm.01.36 Studio 17 16.1sq.m Rm.01.34 Stairs 18 16.1sq.m Rm.01.28 Studio 14 16.1sq.m Rm.01.32 Studio 16 15.9sq.m +49,100 Foundation TOF Rm.G.08 Entrance/Reception 25.5sq.m Rm.G.09 Store 3.2sq.m Rm.G.02 Circ. 18.5sq.m Rm.G.29 Studio 05 16.2sq.m Rm.G.33 Stairs 02 16.1sq.m Rm.G.31 Studio 06 15.7sq.m Rm.G.35 Studio 07 15.7sq.m Rm.G.37 Studio 08 21.3sq.m Fire Fighting Lift Shaft Smoke Shaft Rm.02.07 Studio 21 17.4sq.m Rm.02.30 Studio 25 15.8sq.m Rm.02.34 Stairs 02 16.1sq.m Rm.02.28 Studio 24 16.0sq.m Rm.02.32 Studio 26 15.8sq.m Rm.02.36 Studio 27 16.0sq.m Rm.02.38 Studio 28 21.2sq.m Rm.04.07 Studio 41 17.4sq.m Rm.04.30 Studio 45 15.7sq.m Rm.04.28 Studio 44 15.9sq.mFire Fighting Stair Rm.03.30 Studio 35 15.8sq.m Rm.03.32 Studio 36 15.8sq.m Rm.03.34 Stairs 02 16.1sq.m Rm.03.36 Studio 37 16.0sq.m Rm.03.38 Studio 38 21.2sq.m Rm.03.28 Studio 34 16.0sq.m Rm.03.07 Studio 31 17.1sq.m Rm.05.30 Studio 52 15.6sq.m Rm.05.28 Studio 51 15.9sq.m 2630 600 900 600 19 18 17 16 15 14 13 12 11 10 5 4e 4c 3 2400 450 2400 450 2400 572 +48,375 Foundation TOF 2850 Riser 167.6 250 Going 900 150 1125 2850 FTF Riser 167.6 250 Going 900 150 2850 FTF 2029.4 Riser 167.6 250 Going 900 150 1125 2850 FTF Riser 167.6 250 Going 900 150 1125 2850 FTF Riser 167.6 250 Going 900 150 1125 2850 FTF Riser 167.6 250 Going 900 150 1125 2850 FTF Riser 167.6 250 Going 900 150 1125 2850 FTF 1125 300 900 900 300 900 900 300 900 900 450 450 2400 2400 450 2400 2400 450 2400 450 2400 450 2400 450 2360.8 2850 Floor to Floor 2850 Floor to Floor 2850 Floor to Floor 2850 Floor to Floor 2850 Floor to Floor 2850 Floor to Floor THE SITE THE SITE 049
+70,095 Top Parapet
+69,575 Seventh Floor FFL +67,245 Top Parapet
+66,725 Sixth Floor FFL
+61,025 Fourth Floor FFL
RIBA Stage 5-7 RIBA Stage 4 +63,875 Fifth Floor FFL +49,625 Ground Floor FFL
+72,945 Top Parapet +61,545 Top of Parapet +52,475 Plant Room Parapet
+58,175 Third Floor FFL
+55,325
+74,020 Top Shaft EW.04.015 EW.04.014 EW.04.012 EW.04.011 EW.04.010 EW.04.009 EW.04.008 EW.04.003 Boundary Wall Boundary Wall
+52,475 First Floor FFL
+69,575 Seventh Floor FFL +61,545 Top of Parapet
+66,725 Sixth Floor FFL
+61,025 Fourth Floor FFL
+58,175 Third Floor FFL
R IBA Stage 3 1. Elevations
Clouded windows as per planning approval not shown on SFA Stage scheme, or accounted for on SAP calcs Omit door from plan, replace with window AOV +72,945 Top Parapet +63,875 Fifth Floor FFL +49,625 Ground Floor FFL
+55,325
+67,245 Top Parapet +52,475 Plant Room Parapet
+52,475 First Floor FFL
+74,020 Top of Shaft Boundary wall (21)S0-
Elevation 02 - 00/00/00 XX First Issue Legal Info ©RDA Consultant Architects. Do not scale from this drawing either paper digital form. Use written dimensions only. dimensions are given millimeters unless otherwise stated. boundaries confirmed by client solicitors with reference title deeds. This drawing intended the commissioning client only. RDA not assume any liability any third party the information herein. This drawing be read conjunction with all relevant engineer's and specialist designers’ drawings and specifications. Works covered pre-commencement conditions or works without consent must NOT carried out without statutory approval. specific drawing notes read conjunction with the project Health Safety "Information Pack" and "Site Rules".
01 Elevation 01 00 Key Plan DRAFT FOR DISCUSSION
Clouded windows per planning approval not shown on SFA Stage scheme, (20)E01 (20)E01
(20)E01 RaynerDaviesArchitects St. Peter's Gate Nottingham NG1 2JG 01159473859 www.rd-architects.co.uk
8-14 Agard Street, Derby Residential Accomodation Proposed Elevation 01 and 02 DK MJV Preliminary
A0
Nottingham Kent DATE BY CHECKED BY 13/07/23 3092A(21)E01 -
RIBA Stage 0-2
2. Ground Floor Plan
051
1912 1912 2077 1416 2243 1912 956 956 1912 1687 1687 1687 1687 1687 1687 1687 1687 1912 1912 1912 1912 1912 1687 10 11 12 13 605 65 (21)S0(21)S0F-F Rm.G.04 S1 En-Suite XXsq.m Rm.G.12 Service Rm S4 En-Suite XXsq.m Rm.G.38 S8 En-Suite --sq.m Rm.G.25 C01 E/S B3 XXsq.m Rm.G.28 Circ. 15.1sq.m Rm.G.23 C01 E/S B1 XXsq.m Rm.G.21 C01 E/S B4 XXsq.m Rm.G.34 Utility 1.9sq.m Rm.G.10 Utility 3.6sq.m Rm.G.11 1.5sq.m Rm.G.26 C01 Bed 12.6sq.m Rm.G.17 Studio 03 15.4sq.m Rm.G.15 Studio 04 16.5sq.m Rm.G.20 C01 Bed 13.2sq.m Rm.G.22 C01 Bed 13.3sq.m Rm.G.08 Entrance/Reception 25.5sq.m Rm.G.09 Store 3.2sq.m Rm.G.07 Lobby 6.4sq.m Bin Store 15.8sq.m Rm.G.06 Firefighting Stair 19.6sq.m Rm.G.05 Firefighting Lobby 4.6sq.m Rm.G.02 Circ. 18.2sq.m Rm.G.27 C01 E/S B2 XXsq.m Studio 05 16.2sq.m Rm.G.30 En-Suite XXsq.m S6 En-Suite XXsq.m Rm.G.33 Stairs 02 16.7sq.m Rm.G.36 S7 En-Suite --sq.m Rm.G.14 S2 En-Suite XXsq.m Rm.G.18 S3 En-Suite XXsq.m Rm.G.31 Studio 06 15.7sq.m Rm.G.35 Studio 07 15.7sq.m Rm.G.37 Studio 08 21.3sq.m Firefighting Lift Smoke Vent 552.5 1247.5 s/o 1247.5 s/o 112.5 552.5 552.5 1247.5 s/o 112.5 1247.5 s/o 552.5 112.5 1247.5 s/o 1247.5 s/o 1247.5 s/o 112.5 552.5 112.5 552.5 112.5 552.5 1247.5 s/o 552.5 1135 s/o 552.5 552.5 552.5 552.5 552.5 552.5 552.5 552.5 552.5 552.5 552.5 552.5 552.5 552.5 1247.5 s/o 1247.5 s/o 112.5 1247.5 s/o 552.5 112.5 552.5 1247.5 s/o 1247.5 s/o 112.5 552.5 112.5 552.5 112.5 552.5 112.5 552.5 112.5 552.5 112.5 552.5 112.5 552.5 112.5 552.5 112.5 1247.5 s/o 1247.5 s/o 1247.5 s/o 1247.5 s/o 552.5 112.5 552.5 552.5 1247.5 s/o 1247.5 s/o 1247.5 s/o 1247.5 s/o 1247.5 s/o 1247.5 s/o 137.5 1247 s/o 137.5 552.5 554.3 112.5 112.5 1135 s/o 6695 1247.5 s/o 225 1398 552.5 5408 1022.5 s/o 7075 Ø1500 Ø1500 clear 1360 17535 7087.5 1360 s/o 552.5 2822.5 s/o 1135 s/o 1135 s/o 1135 s/o 1135 s/o 1135 s/o 1135 s/o 1135 s/o 1135 s/o 1135 s/o 910 s/o 381 +49,560 FFL 1022.5 s/o 11810 1500 D.G.014 Type D.G.006 Type 1500 1810 1210 SVP Type Type D.G.001 Type Type Type Type Type D.G.005 Type Type H D.G.009 D.G.008 Type Type Type C Type Type D.G.013 Type ED.G.004 Type A Type Type Type ED.G.005 ED.G.006 Type Type Type D.G.034 EW.G.001 EW.G.004 EW.G.015 EW.G.016 EW.G.018 112.5 EW.G.020 EW.G.021 EW.G.024 EW.G.025 EW.G.027 EW.G.032 112.5 Min. 1317.5 RWP RWP RWP RWP RWP RWP RWP RWP RWP RWP RWP RWP Rm.G.19 C01 Loby/Kitchen 17.3sq.m Plant Room CW tank and booster set 2.5m 2.5m 2.0m Generator Sprinkler pump set Sprinkler valve sets ED.G.005 ED.G.006 SVP Louvred Panel Ventilation strategy TBC Access strategy TBC 300 Services room omitted to avoid clash with bracing To be co-ordinated with services engineer 1000 Clear Width 1200 Raft foundation to S.E. design Plant room layout and size subject co-ordination with M&E consultant SP SVP Smoke Vent 1.5m 1282.8 1175 724 1500 SVP Rm.G.13 Studio 02 16.9sq.m Rm.G.03 Studio 01 20.3sq.m Rm.G.24 C01 Bed 15.5sq.m SP Client to confirm on or off site fabrication ensuites Ø200 Ø300 Ø300 Ø350 Ø200 Ø200 Ø200 Ø150 Ø250 EDR Ø350 INTERNAL WALLS EXTERNAL WALLS Wall Between Units Reference: A216009 FR Rating: Rw (DB) rating: Duty rating: System: 62 Severe Twin Stud (Side One) Gyproc DuraLine 15mm) (Side Two) Gyproc DuraLine 15mm) Gypframe 48 50 'C' Stud braced 1200mm vertical centres with Gypframe 99 FC 50 50mm Isover Acoustic Partition Roll (APR 1200) Apartments Reference: A206165 FR Rating: Rw (DB) rating: Duty rating: System: 30 Minutes 42 Heavy Single Stud (Side One) Gyproc SoundBloc (15mm) (Side Two) Gyproc SoundBloc (15mm) Gypframe 70 50 'C' Stud Reference: A206013 FR Rating: Rw (DB) rating: Duty rating: System: N/A N/A Medium Single stud (Side One) Gyproc Moisture Resistant (12.5mm) facing (wet) bathroom side N.B: Change Glasroc H TILEBACKER (12.5mm) within shower areas to receive tiling finish (Side Two) Gyproc WallBoard (12.5mm) facing (dry) room side Gypframe 70 50 'C' Stud Reference: A206078 FR Rating: Rw (DB) rating: Duty rating: System: 60 Minutes N/A Heavy(Side One) Gyproc FireLine (15mm) (Side Two) Gyproc FireLine (15mm) Gypframe 70 50 'C' Stud Core Reference: A216010 FR Rating: Rw (DB) rating: Duty rating: System: 120 Minutes 60 Severe Twin stud (Side One) Gyproc FireLine 15mm) (Side Two) Gyproc FireLine 15mm) Gypframe 48 50 'C' Stud 50mm Isover Acoustic Partition Roll (APR 1200) (Shaft Side) Within Fire Shaft Reference: A306016 FR (Integrity): FR(Insulation): Rw (DB) rating: Duty rating: 60 Minutes 30 mins 39 Heavy (Corridor Side) Within Fire Shaft Reference: A306016 FR (Integrity): FR(Insulation): Rw (DB) rating: Duty rating: 60 mins 39 Heavy Gypframe 70 70 Stud (Corridor Side) Gyproc FireLine (15mm) facing corridor side (Shaft Side) 19mm Gyproc CoreBoard secured between Gypframe stud centres by Gypframe Retaining Channel the shaft side. (Shaft Side) Within Fire Shaft Reference: A306039 FR (Integrity): FR(Insulation): Rw (DB) rating: Duty rating: 90 Minutes 60 mins 40 Severe (Corridor Side) Within Fire Shaft Reference: A306039 FR (Integrity): FR(Insulation): Rw (DB) rating: Duty rating: 90 mins 40 Severe Gypframe 70 70 Stud (Corridor Side) Gyproc FireLine 12.5mm) facing corridor side (Shaft Side) 19mm Gyproc CoreBoard secured between Gypframe stud centres by Gypframe Retaining Channel the shaft side. Core Circulation Reference: A206067 FR Rating: Rw (DB) rating: Duty rating: System: 120 Minutes 42 Severe Single Stud (Side One) Gyproc FireLine 12.5mm) Gypframe 48 50 'C' Stud (Side One) Gyproc FireLine (2 12.5mm) Shaft Reference: A306043 FR Rating: Rw (DB) rating: Duty rating: System: 120 Minutes n/a Severe Shaftwall (Side One) 19mm Gyproc CoreBoard secured between Gypframe stud centres by Gypframe Retaining Channel the shaft side Gypframe 70 70 studs (Side Two) Gyproc FireLine (3 15mm) facing corridor side Brick Slip Clad SFS Subject U-Value calculation by others 25mm brick slip Carrier board and cladding rails brackets specialist cladding contractor design Ventilated cavity, either 112.5mm 235mm (min 50mm clear) 70mm stone wool thermal conductivity 0.032W/mK Breather membrane 12mm cementitious particle board 100mm SFS full fill with stone wool thermal conductivity 0.032W/mK 32.5 PIR bonded plasterboard (PIR 0.019W/mK), with integral VCL and plaster skim finish Indicative Soil Vent Pipe position Emergency Fire Escape Extract Duct Riser RaynerDaviesArchitects St. Peter's Gate Nottingham NG1 2JG Nottingham Kent JOB TITLE REVISIONS 8-14 Agard Street, Derby Student Accommodation GA Plan Ground Floor Proposed 02 GA Plan Ground Floor - 05/01/23 MJV First Issue 1:50 Legal Info ©RDA Consultant Architects. not scale from this drawing in either paper or digital form. Use written dimensions only. dimensions are N Types 1912 1912 1912 1912 1912 1912 1912 1912 1912 1912 1912 1912 1912 1912 2243 1912 956 1912 1687 1687 1687 1687 1687 1687 1687 1687 1912 1912 1912 1912 1912 1687 KK 605 65 (21)S0F-F (21)S02 (21)S0Rm.01.27 Circ. 15.9sq.m Rm.01.30 Studio 15 16.1sq.m Rm.01.04 S09 En-Suite XXsq.m Rm.01.20 C02 E/S B3 XXsq.m Rm.01.15 C02 Bed 17.3sq.m Rm.01.05 Studio 10 14.1sq.m Rm.01.07 Studio 11 17.6sq.m Rm.01.12 Studio 13 15.6sq.m Rm.01.17 C02 Bed 14.8sq.m Rm.01.21 C02 Kitchen 17.8sq.m Rm.01.38 Studio 18 21.3sq.m Rm.01.36 Studio 17 16.1sq.m Studio 09 17.1sq.m C02 Bed 16.0sq.m Rm.01.22 C02 Bed 15.1sq.m Rm.01.23 C02 E/S B4 XXsq.m Rm.01.14 C02 Lobby 13.1sq.m Rm.01.06 S10 En-Suite XXsq.m Rm.01.02 15.0sq.m Rm.01.25 C02 E/S B5 XXsq.m Rm.01.31 S15 En-Suite XXsq.m S16 En-Suite XXsq.m Rm.01.34 Stairs 18 16.1sq.m Rm.01.35 Utility 2.3sq.m Rm.01.37 S17 En-Suite XXsq.m Rm.01.39 S18 En-Suite XXsq.m C02 E/S B2 XXsq.m Rm.01.16 C02 E/S B1 XXsq.m S14 En-Suite XXsq.m Rm.01.11 Service Riser 1.0sq.m Rm.01.09 Studio 12 17.5sq.m Rm.01.24 C02 Bed 12.4sq.m Rm.01.28 Studio 14 16.1sq.m Rm.01.13 S13 En-Suite XXsq.m Studio 16 16.1sq.m Void Below Void Below F.D Timber Pavillion Roof Landscaped as per Landscape Plan vertical green wall per Landscape Plan 1197.6 Min. 552.5 112.5 552.5 112.5 552.5 112.5 552.5 112.5 552.5 112.5 552.5 112.5 552.5 1247.5 s/o 1247.5 s/o 1247.5 s/o 1247.5 s/o 1247.5 s/o 1247.5 s/o 552.5 554.3 112.5 112.5 552.5 552.5 552.5 1247.5 s/o 112.5 1247.5 s/o 112.5 552.5 1247.5 s/o 552.5 112.5 552.5 112.5 552.5 112.5 1247.5 s/o 1247.5 s/o 1247.5 s/o 1247.5 s/o 1247 552.5 552.5 1247.5 1247 112.5 552.5 552.5 552.5 1247 112.5 1246.5 137.5 552.5 112.5 1247.5 1247 1247 112.5 552.5 112.5 552.5 112.5 552.5 1246.5 112.5 112.5 1022.5 552.5 112.5 1247.5 5408 552.5 1134.5 1134.5 552.5 1134.5 552.5 552.5 1134.5 552.5 1134.5 552.5 1134.5 552.5 1134.5 1134.5 552.5 552.5 552.5 1134.5 6695 4039.5 1135 s/o 552.5 1247 552.5 552.5 112.5 1247.5 s/o 552.5 112.5 1247.5 s/o 13055 552.5 552.5 32 555 910 s/o 910 s/o 2352.5 552.5 910 s/o 1002.5 910 s/o 2465 910 s/o 910 s/o 445 910 s/o 1247 s/o Clear width 1070 552.5 1359.5 1247.5 s/o 112.5 D.01.019 Type Type Type D.01.003 Type Type D.01.012 Type Type Type Type Type Type Type Type Type Type D.01.030 D.01.025 Type Type Type Type Type Ø1500 300 300 EW.01.017 EW.01.024 EW.01.027 EW.01.030 EW.01.035 EW.01.036 EW.01.037 EW.01.038 137.5 2605 1404 RWP RWP RWP RWP RWP RWP RWP RWP RWP RWP RWP RWP 112.5 900 Smoke Vent 1.5m 1175 1500 Clear Width 300 TT.1 Bedroom to be reconfigured 10 12 724 SP 900 Ø200 EDR Ø300 EDR Ø250 Ø350 Ø200 Ø200 Ø200 Ø150 Ø250 EDR Ø350 Client confirm intention to out cluster bed partitions same standard party wall between studios. 910 s/o Firefighting Stair 19.4sq.m Rm.01.01 Firefighting Lobby 4.6sq.m Firefighting Lift Smoke Vent SVP SVP SP 2200 900 INTERNAL WALLS EXTERNAL WALLS IW.01 Seperating Wall Between Units BG Reference: A216009 FR Rating: Rw (DB) rating: Duty rating: System: Severe Twin Stud (Side One) Gyproc DuraLine (2 15mm) (Side Two) Gyproc DuraLine (2 15mm) Gypframe 48 50 'C' Stud braced at 1200mm vertical centres with Gypframe 99 FC 50 50mm Isover Acoustic Partition Roll (APR 1200) IW.02 Internal Apartments BG Reference: A206165 FR Rating: Rw (DB) rating: Duty rating: System: 42 Heavy Single Stud (Side One) Gyproc SoundBloc (15mm) (Side Two) Gyproc SoundBloc (15mm) Gypframe 70 50 'C' Stud IW.03 En-Suites BG Reference: A206013 FR Rating: Rw (DB) rating: Duty rating: System: N/A N/A Medium Single stud (Side One) Gyproc Moisture Resistant (12.5mm) facing (wet) bathroom side N.B: Change Glasroc TILEBACKER (12.5mm) within shower areas or to receive tiling finish (Side Two) Gyproc WallBoard (12.5mm) facing (dry) room side Gypframe 70 50 'C' Stud IW.04 Utility BG Reference: A206078 FR Rating: Rw (DB) rating: Duty rating: System: 60 Minutes N/A Heavy(Side One) Gyproc FireLine (15mm) (Side Two) Gyproc FireLine (15mm) Gypframe 70 50 'C' Stud IW.05 Fire Fighting Core BG Reference: A216010 FR Rating: Rw (DB) rating: Duty rating: System: 120 Minutes 60 Severe Twin stud (Side One) Gyproc FireLine (2 15mm) (Side Two) Gyproc FireLine (2 15mm) Gypframe 48 50 'C' Stud 50mm Isover Acoustic Partition Roll (APR 1200) IW.06 (Shaft Side) Shaft Wall Within Fire Shaft BG Reference: A306016 FR (Integrity): FR(Insulation): Rw (DB) rating: Duty rating: 60 Minutes 30 mins 39 Heavy IW.06 (Corridor Side) Shaft Wall Within Fire Shaft BG Reference: A306016 FR (Integrity): FR(Insulation): Rw (DB) rating: Duty rating: 60 Minutes 39 Heavy Gypframe 70 70 Stud (Corridor Side) Gyproc FireLine (15mm) facing corridor side (Shaft Side) 19mm Gyproc CoreBoard secured between Gypframe stud centres by Gypframe Retaining Channel to the shaft side. IW.07 (Shaft Side) Shaft Wall Within Fire Shaft BG Reference: A306039 FR (Integrity): FR(Insulation): Rw (DB) rating: Duty rating: 90 Minutes 60 mins 40 Severe IW.07 (Corridor Side) Shaft Wall Within Fire Shaft BG Reference: A306039 FR (Integrity): FR(Insulation): Rw (DB) rating: Duty rating: 90 mins 40 Severe Gypframe 70 70 Stud (Corridor Side) Gyproc FireLine (2 12.5mm) facing corridor side (Shaft Side) 19mm Gyproc CoreBoard secured between Gypframe stud centres by Gypframe Retaining Channel to the shaft side. IW.08 Fire Fighting Core Circulation BG Reference: A206067 FR Rating: Rw (DB) rating: Duty rating: System: 120 Minutes 42 Severe Single Stud (Side One) Gyproc FireLine (2 12.5mm) Gypframe 48 50 'C' Stud (Side One) Gyproc FireLine 12.5mm) IW.09 Fire Fighting Shaft BG Reference: A306043 FR Rating: Rw (DB) rating: Duty rating: System: 120 Minutes n/a Severe Shaftwall (Side One) 19mm Gyproc CoreBoard secured between Gypframe stud centres by Gypframe Retaining Channel to the shaft side Gypframe 70 70 "I" studs (Side Two) Gyproc FireLine 15mm) facing corridor side EW.01 Brick Slip Clad SFS Subject U-Value calculation by others 25mm brick slip Carrier board and cladding rails brackets to specialist cladding contractor design Ventilated cavity, either 112.5mm or 235mm (min 50mm clear) 70mm stone wool thermal conductivity 0.032W/mK Breather membrane 12mm cementitious particle board 100mm SFS full fill with stone wool thermal conductivity 0.032W/mK 32.5 PIR bonded plasterboard (PIR 0.019W/mK), with integral VCL and plaster skim finish Indicative Soil Vent Pipe position Emergency Fire Escape Extract Duct Riser Drawing Key EDR RaynerDaviesArchitects St. Peter's Gate Nottingham NG1 2JG Nottingham Kent JOB TITLE REVISIONS NOTES 8-14 Agard Street, Derby Student Accommodation GA Plan First Floor Proposed 02 GA Plan First Floor - 05/01/23 DK First Issue 1:50 Legal Info ©RDA Consultant Architects. Do not scale from this drawing either paper or digital form. Use written dimensions only. All dimensions are given millimeters unless otherwise stated. N 01 Wall Types 3. First
Plan
Floor
RIBA Stage 5-7
Manor Road, Littleover Specialist SEN School
RIBA Stage 4
R IBA Stage 3
This project was to convert an existing house in a state of disrepair into a specialist SEN school. I worked alongside the project architect produce a full set of drawings at pre-planning and Stage 4. I used AutoCad to produce these drawings and worked closely with the survey information detailing the condition of the existing two-storey building.
Location Plan
Site Plan
Project Information
Site Area
Involvement
Programme
1,750m2 Project Assistant
Autocad
RIBA Stage 0-2
N
+101.80 GL Existing boundary treatment to rear garden to be upgraded with acoustic fence, subject to noise assessment design by acoustician New crossover, subject to highways engineer's design and co-ordination with existing crossover Existing retaining structure removed, temporary works to S.E. design, new drive subject to highways engineer's deisgn Existing tree felled New retaining structures to S.E. design +102.71 GL +101.34 GL 3800 1200 6000 Tel. Existing crossover, serving 139b Manor Road Footprint of existing building retained External Play Area landscape design TBC Drop off Collection 4no. staff visitor parking 6no. staff visitor parking Refuse Cycle Store 139 Manor Road 139b Manor Road 135 Manor Road Footprint of new single storey extension Footprint of single storey retained VEHICULAR EXIT Main Entrance VEHICULAR ENTRANCE RaynerDaviesArchitects St. Peter's Gate Nottingham NG1 2JG 01159473859 www.rd-architects.co.uk Nottingham Kent JOB TITLE 2902(08)S0119/08/21 REVISIONS Autism East Midlands Manor Road, Derby Proposed Site Plan PW MJV Planning A2 00 Site Plan - 26/07/21 PW First Issue 50m 200m 400m 1:5000 Legal Info ©RDA Consultant Architects. Drawing not for construction. All dimensions are given millimeters unless otherwise stated. All survey information others. Check dimensions site. Site boundaries be confirmed by client solicitors with reference title deeds. This drawing intended for use the commissioning client only. RDA do not assume any liability any third party the information herein. N
Rm.0.05 Lobby Rm.0.12 Cleaners Store area Rm.0.15 Female WC 1.7sq.m Rm.0.07 Laundry/Sluice 4.4sq.m Rm.0.11 Acc. WC/Wet 3.8sq.m Rm.0.13 Circulation 19.4sq.m area Rm.0.14 Male WC 1.7sq.m Rm.0.06 Stairs Rm.0.08 Meeting Room 18.5sq.m Proposed 1250mm Wide new serving Hatch (21)001 BB TYPE 01 E.W (21)001 CC EW.0.005 EW.0.006 ED.0.001 ED.0.002 ED.0.005 EW.0.004 EW.0.003 EW.0.002 EW.0.001 EW.0.021 ED.0.006 EW.0.007 EW.0.008 EW.0.009 EW.0.010 EW.0.011 EW.0.012 EW.0.013 EW.0.014 EW.0.016 EW.0.017 EW.0.018 EW.0.019 EW.0.020 D.0.001 D.0.002 D.0.005 D.0.007 D.0.006 D.0.011 D.0.012 D.0.010 D.0.014 D.0.003 D.0.009 D.0.015 D.0.017 D.0.016 D.0.019 D.0.018 D.0.020 D.0.021 D.0.022 D.0.008 TYPE 03 E.W TYPE 02 E.W TYPE 04 E.W (21)E01 E01 3736.6 1780 978.3 Existing s/o 978.3 900 s/o 1690.4 518 1022.5 150 2677 Rm.0.04 Quiet Area 4sq.m 1471.2 1000 s/o 1800 600 1250 1000 1250 1115 405 Rm.0.21 Classroom 3 20sq.m Rm.0.22 Quiet Area 6sq.m Rm.0.20 Sensory Room 7sq.m Riser from kitchen available subject to input from M&E consultant and specialist sub-contractor/kitchen designer FR/FZ FR/FZ FR/FZ FR/FZ Rm.0.26 Classroom 6 33sq.m area Rm.0.03 Classroom 1 21.3sq.m Rm.0.01 ReceptionExisting s/o Existing s/o Rm.0.09 Admin Office/Reception 21.2sq.m Rm.0.16 Elec. Box 0.9sq.m area Rm.0.17 Circulation 10.7sq.m area Rm.0.23 Assembly Hall 63sq.m Rm.0.25 Teaching Kitchen 19.2sq.m area Rm.0.24 Kitchen Commercial 25.3sq.m Rm.0.18 Classroom 2 18.1sq.m Rm.0.19 Quiet Area 6.2sq.m Rm.0.10 Staff Welfare 11.8sq.m (21)E01 E05 (21)E01 E03 FR/FZ FR/FZ 4no. Units specialist Existing s/o 1022.5 s/o 800 s/o Existing s/o 900 s/o 1022.5 s/o 1010 s/o 1022.5 s/o 1000 s/o 1022.5 s/o 1022.5 s/o 1022.5 s/o 1022.5 s/o 1022.5 s/o 1022.5 s/o Existing s/o D.0.004 900 s/o 900 s/o Rm.0.02 Staff/Visitor WC 2.5sq.m Indicative Layout to specialist design RL.001 RL.002 RL.003 RL.004 RL.005 RL.006 RL.007 RL.008 RL.009 148.8 1022.5 s/o Assumed existing Rooflight position - subject to check on site Soil Pipe MH Sealed RWP MH CL: +102,470 IL: +101,890 Existing gas meter repositioned as per M&E Drawings RWP RWP +gulley Soil Pipe MH CL: +102,650 RWP RWP Reception Desk Hatch 1000 s/o 855 (21)E01 E01 * Assumed Soil Pipe - tbc on site * Assumed Soil Pipe - tbc on site TYPE 01 I.W TYPE 05 E.W TYPE 02 I.W WM FR/FZ (21)001 DD New Rwp/Gully +102.91 Existing Floor Level +102.75 Existing Floor Level 1:21 Soil Pipe/Gully Gully Soil Pipe Gully 900 s/o D.0.012 TYPE 04 I.W TYPE 04 I.W TYPE 04 I.W TYPE 01 I.W TYPE 02 I.W TYPE 01 I.W TYPE 01 I.W TYPE 05 I.W TYPE 05 I.W TYPE 02 I.W TYPE 01 I.W TYPE 03 I.W TYPE 03 I.W TYPE 04 I.W TYPE 05 I.W 053
RIBA Stage 5-7
R IBA Stage 3
RIBA Stage 0-2
25 Rm.1.06 Quiet Area 6sq.m Rm.0.04 Quiet Area 4sq.m
E.W
Roof Void XX (30)001 TYPE 04
R.T TYPE 02
TYPE 02
Assumed Load Bearing wall to be checked on site Assumed Existing Foundation not surveyed
Rm.1.03 Classroom 27.5sq.m
2100 Condition of roof cover tbc on site. Rm.0.03 Classroom 1 21.3sq.m
TYPE 04
EW.0.002 EW.0.006 D.0.006 D.0.004
RIBA Stage 4 2342 EW.0.006 EW.0.003
E.W XX (30)002 Existing Floor Assumed Existing Foundation not surveyed
R.T TYPE 01
Rm.0.08 Meeting Room 18.5sq.m
E.W
01 Section A-A As Proposed 01 Section B-B As Proposed
XX (30)005 XX (30)006
TYPE 01
TYPE 02
Existing Truss Rafter Roof Assumed Existing Floor Slab
Rm.0.24 Kitchen Commercial 25.3sq.m
Rm.0.23 Assembly Hall 63sq.m
TYPE 01
XX (30)003 XX (30)004
RL.009 RL.007 RL.005 RL.003 150
E.W 950
EW.0.012 2625 TYPE 01
1200 Rm.0.21 Classroom 3 20sq.m area
Rm.0.20 Sensory Room 7sq.m D.0.019 D.0.020
Rm.0.23 Assembly Hall 63sq.m 325
F.T
R.T XX (30)007 XX (30)008
TYPE 03
120
R.T e EW.0.020 2210 2510 D.0.015 D.0.017 751.3
E.W 2172.5 1300
Rm.0.18 Classroom 18.1sq.m TYPE 02
03 Section C-C As Proposed - 15/10/21 DK First Issue
R.T Floor to ceiling height to be checked RaynerDaviesArchitects 2 St. Peter's Gate Nottingham NG1 2JG 01159473859 www.rd-architects.co.uk
JOB TITLE DWG TITLE DATE BY DWG NO. REV.
Nottingham Kent
REVISIONS NOTES Autism East Midlands Manor Road, Derby Sections A-A, B-B + C-C As Proposed DK MJV Preliminary
CHECKED BY 2242(21)S01 -
A1
15/10/21 STATUS
0 0.5m 2m 4m 1:50 Legal Info ©RDA Consultant Architects. Drawing not for construction. All dimensions are given millimeters unless otherwise stated. All survey information by others. Check dimensions on site. Site boundaries confirmed client solicitors with reference to title deeds. This drawing intended for use the commissioning client only. RDA do not assume any liability any third party the information herein.
1. Sections 2530
055 2. Elevations 01 06 07 02 05 05 01 05 14 01 Vertical Timber Re-Cladding of existing Gable to match Proposed Single Storey Extension Timber frame singled glazed replaced with new uPVC double glazed in white Partially blocked up to sill height and changed to window 900 +02,750 GF FFL 17 17 18 17 16 17 15 17 17 Level access threshold 18 18 18 ED.0.003 EW.0.014 EW.0.013 EW.0.012 EW.0.011 ED.0.002 EW.0.010 RL.001 RL.002 RL.003 RL.004 EW.0.005 EW.0.005 EW.0.004 EW.0.003 EW.0.004 1071.4 844.5 1200 900 1250 1200 900 1250 +102,260 FFL 1200 900 1250 1200 900 2500 2100 Existing Dimensions to be checked on site 900 1425 900 1425 900 1425 900 1425 RL.005 Existing s/o Existing s/o Area not visible 02 04 05 06 14 14 01 04 04 14 17 05 05 05 14 17 EW.0.015 ED.0.005 EW.0.017 ED.0.006 EW.1.010 EW.1.011 ED.0.001 ED.0.001 ED.0.001 ED.0.001 EW.0.018 01 04 04 08 11 12 09 06 14 14 14 14 14 01 01 05 04 04 14 17 15 05 15 05 01 +02,750 GF FFL +04,997 Eaves 17 EW.0.019 EW.0.020 EW.1.012 EW.0.021 EW.1.014 EW.1.015 EW.0.001 EW.0.002 EW.1.001 EW.1.002 EW.0.003 ED.0.001 ED.0.001 1300 800 1300 01 05 06 01 05 Materials Roofs: Small uPVC Timber Walls: Brown Red Textured Smooth Plain Exposed Creasing Sandstone Doors Timber Timber uPVC Proposed: Vertical PPC New Algate Smooth 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 JOB TITLE DWG TITLE REVISIONS NOTES Autism Manor Elevations As ProposedFirst Issue Legal 1. ©RDA Consultant are given 2. All survey boundaries 3. This drawing not assume 02 Elevation 02 As Proposed 01 Elevation 01 As Proposed 03 Elevation 03 As Proposed
We were instructed by the client to formulate a set of Stage 4 drawings for a small single storey extension to the rear of their house. I lead this project and produced a full set of drawings to be co-ordinated with building control. This drawing set included plans, sections and 1:5 junction details.
Site Area
Visqueen EcoMembrane or similar approved;
· 150mm well compacted MOT Type 1 stone with sand blinding
Programme
322m2 Project Lead Autocad
RIBA
R IBA Stage
RIBA Stage
Information
Stage 0-2
3
5-7 Project
A 3028(30)D01 B 3028(30)D02 C 3028(30)D03 Existing 200mm dia. Waste Drain +00,150 GF FFL +02,250 Window Head (21)S02 BB 1840 s/o 1735 s/o +00,525 Window Base +00,000 External FFL Flat Roof (warm) U-Value = 0.18W/m2/K or better · 1.5mm EPDM roofing membrane adhered to; · Roof cover manufacturer approved 120mm PIR insulation with thermal conductivity of 0.025W/mK or better on; · 22mm WPB (marine grade) plywood deck on; · Timber firrings to provide 1:60 cross fall, min thickness 50mm on; · 170x75 C16 joists at 450c/c to S.E. specification with; · 12.5mm direct fix gypsum board ceiling with thistle multi finish plaster skim Ground Floor (bearing slab) U-Value = 0.22W/m2/K or better · Floor finish to client spec · 75mm floating sand cement screed on; · 500 gauge polythene separating layer on; · 70mm PIR insulation of 0.018W/mK thermal conductivity or better on; · 150mm concrete slab to S.E. specification on; · 1200 gauge DPM -
Involvement
550 450 Existing Internal Bi-Folding Doors +02,995 Top of roof Build Up Note All timber section sizes should be read as timber working section sizes subject to to confirmation and review by S.E - 13/04/22 DK First Issue
2 St. Peter's Gate Nottingham NG1 2JG 01159473859 www.rd-architects.co.uk Nottingham Kent JOB TITLE DWG TITLE DATE BY DWG NO. REV. CHECKED BY 3028(21)S01 B 03/05/22 STATUS REVISIONS NOTES 44 Stocks Road Kimberley Proposed Section A-A DK SGR Preliminary A3 01 Section A-A 0 0.5m 2m 4m 1:50 Legal Info 1. ©RDA Consultant Architects. Drawing not for construction. All dimensions are given in millimeters unless otherwise stated. 2. All survey information by others. Check all dimensions on site. Site boundaries to be confirmed by client solicitors with reference to title deeds. 3. This drawing is intended for use by the commissioning client only. RDA do not assume any liability to any third party for the information herein. A 22/04/22 DK Updated in line with MJV technical review B 29/04/22 DK Updated in line with Rooflight Alteration
RaynerDaviesArchitects
+00,150 GF FFL +02,250 Window Head +00,525 Window Base (21)S02 BB +00,000 External FFL 1735 s/o Flat Roof (warm) U-Value = 0.18W/m2/K or better · 1.5mm EPDM roofing membrane adhered to; · Roof cover manufacturer approved 120mm PIR insulation with thermal conductivity of 0.025W/mK or better on; · 22mm WPB (marine grade) plywood deck on; · Timber firrings to provide 1:60 cross fall, min thickness 50mm on; · 170x75 C16 joists at 450c/c to S.E. specification with; · 12.5mm direct fix gypsum board ceiling with thistle multi finish plaster skim 550 450 Existing Internal Bi-Folding Doors Ground Floor (bearing slab) U-Value = 0.22W/m2/K or better · Floor finish to client spec · 75mm floating sand cement screed on; · 500 gauge polythene separating layer · 70mm PIR insulation of 0.018W/mK · 150mm concrete slab to S.E. specification · 1200 gauge DPM Visqueen EcoMembrane · 150mm well compacted MOT Type 1 Existing 200mm dia. Waste Drain +02,995 Top of Roof Build Up Note All timber section sizes should be read as timber working section sizes subject to to confirmation and review by S.E 01 Section C-C 1:50
44 Stocks Road, Kimberley Residential Extension RIBA Stage 4
Rooflight to Manufacturers Spec
1.5mm EPDM roofing membrane
Roof cover manufacturer approved 120mm PIR insulation with thermal conductivity of 0.025W/mK or better
Kerb upstand formed of 50x100 preservative treated C16 timbers, lined both sides in 22mm WPB Ply
Vapour Control membrane - lapped and taped in accordance with manufacturers recommendations
Insulated fillet profile to manufacturers detail
Timber firrings to provide 1:60 cross fall, min thickness 50mm
170x75 C16 joists at 450c/c to S.E. specification
Joist hangers
100mm medium density concrete block, min compressive strength 7.3kN/mm2/
100mm full fill insulation Knauff Dri therm cavity slab 32
102.5mm facing brick to client specification
12.5mm direct fix
board ceiling with thistle multi finish plaster skim
12.5
22 120
170 Timber Joist Zone
+02,250
102.5 100 100 88
Internal finish to client spec - gypsum board on adhesive dabs or wetplaster thistle hardwall
22mm WPB (marine grade) plywood deck
gypsum
Note
+02,930 Top Of Roof Build Up
Built up Timber kerb
Timber Fascia Board
35
PVC Gutter Connecting to downpipe
057
As a project assistant for this traditional contract scheme, I assisted in producing and co-ordinating Stage 4 drawings. The bespoke requirements of the scheme allowed me to advance and develop my knowledge of construction techniques and interfaces.
01 01 Front Elevation
Site Area Involvement Programme Location Plan Site Plan 92 61 42 EDWARD STREET 47 Track 61 OAKFIELD ROAD 56 93 83 66 46 71 49 78 21 27 36 97 448625 448625 448650 448650 448675 448675 448700 448700 448725 448725 337375 337375 337400 337400 337425 337425 337450 337450 337475 337475 337500 337500 337525 337525 metres 0 10 20 448613 337362 448613 337531 448735 337531 448735 337362 SK4837 SK4837 SK4837 SK4837 MapServe © Crown copyright 2020 Ordnance Survey 100053143 Application Boundary - 25/03/20 EA First Issue RaynerDaviesArchitects JOB TITLE DWG TITLE DATE BY DWG NO. REV. CHECKED BY 2751(08)00125/03/20 STATUS REVISIONS NOTES Oakfield Road Stapleford Location Plan EA CJG Planning A3 Legal Info 1. ©RDA Consultant Architects. Drawing not for construction. Do not scale from this drawing in either paper or digital form. Use written dimensions only. All dimensions are given in millimeters unless otherwise stated. 2. All survey information by others. Check all dimensions on site. Site boundaries to be confirmed by client solicitors with reference to title deeds. 3. This drawing is intended for use by the commissioning client only. RDA do not assume any liability to any third party for the information herein.
RIBA Stage 0-2 R IBA Stage 3 RIBA Stage 5-7 Project Information
625m2
Autocad
Stage
RWP Unit02 Unit01 RWP RWP (08)006 Gate +38,120 +37,300 1000mmAccessPath RWP T1-C1 Root Protection Zone Location of Combined Drain, as per KSA CCTV Investigation. Diameter approximately 900mm. Drain easement zone 5000mm from extent of diameter. Existing Cherry Tree 90° Privacy from overlooking splay, drawn from neighbouring property rear windows. RWP RWP +37,210 Gate Security Fence Secure Bicycle Storage area Air Source Heat Pump Bin Store Kitchen/Dinner Living Space Rear Access Steps Privacy from overlooking splay, drawn from neighbouring property rear windows. Bedroom Bathroom Plant Bathroom Storage Bedroom Living Space Kitchen/Dinner Front Access Steps Front Ramp Access Access Gate for Neighbouring Property and Maintenance Plant Room Plant Obscured Glazing Unit 04 Unit03 (08)006 RWP RWP RWP Bathroom Bathroom Bathroom Storage Storage Bedroom Bedroom Living Space Kitchen/Dinner Plant N
Project Assistant
Oakfield Road, Stapleford Residential Scheme RIBA
4
+40,920 1FL +43,045 Eaves +46,045 Ridge +41,900 Eaves +44,840 +45,100 Eaves +38,120 GFL
New Timber stained security side gate to enable access for neighbouring property and maintenance +37,210 02 01 03 05 06 04 09 +45,100 01 Front Elevation 0 1m 5m 10m 1:100 +38,120 GFL +37,210 09 +37,210 +38,120 GFL 09 +37,210 +38,120 GFL +40,920 1FL +43,045 Eaves +46,045 Ridge 02 01 03 04 07 07 +37,210 +38,120 GFL +40,920 1FL +43,045 Eaves +46,045 Ridge 02 01 03 07 08 5835 2700 02 Rear Elevation 0 1m 5m 10m 1:100 059
Photo-voltaic System shown indicatively
2020-2023
2. University of Nottingham Selected Academic Work
Live Design Studio and Applied Architectural Technology
Nottingham Refugee Hub
The Live Design Studio project in Spring semester of Year 1 on the L7 Architectural Apprenticeship course involved the re-use of existing buildings within Nottingham City Centre.
My project was a new Refugee centre to accommodate asylum seekers that had recently been granted Refugee status and provide a bespoke space in which they could reside, learn and showcase their work eligibility.
Architecturally the scheme drew inspiration from spatial planning of historic ‘Caravanserai’ as ancient locations for ‘exchange of goods, ideas and trade’.
GOOSE GATE SITE A612 lACE MARKET CONSERVATION AREA SNEINTON CONSERVATION AREA A60 MOTORPOINT ARENA NOTTINGHAM CITY COUNCIL NOTTINGHAM CONTEMPORARY SNEINTON MARKETS ST.ANNES N 1. Forced to leave country of residence 2. Make Journey 3. Arrive In UKSeeking Asylum 4. Awaiting Decision 5. Granted refugee Status and by virtue lose state provided accommodationRequirement for residence and employment opportunity 7. Refugees are settled and in a financial position to buy a house etc... Need for specialist Cultural Hub to provide facilities to Live, Learn and Work 061
RAMPED / STAIR ACCESS HUB TEACHING CAFE SUNKEN PRIVACY SEATING MAZZANINE TEACHING SPACE BALCONY ROOFLIGHT RAMPED / STAIR ACCESS ADJUSTABLE EXTERNAL PRIVACY CANOPY STEPPED EXTERNAL INFORMAL PERFORMANCE SPACE MAKERS STALLS COVERED ENTRANCE AREA ON HOCKLEY EVENT SPACE IN EXISTINF CAROUUSEL BUILDING MAIN CAFE TIERED EXTERNAL SEATING RAMPED / STAIR ACCESS RESI CAFE 2F RESI ACCESS TIERED EXTERNAL SEATING TIERED EXTERNAL SEATING ABOVE SEATING SEATING RAMPED / STAIR ACCESS EVENT SPACE IN EXISTING CAROUUSEL BUILDING MAKERS STALLS
063
Hockley Lower Parliament Street Cranbrook Street Belward Street Goose Gate N 01 Proposed Site Plan 0 5m 20m 40m 1:500 New Flat Roof garden behind Restaurant Kitchen Chilled Store Bedroom En-Suite Lobby Bedroom En-Suite Lobby Bedroom En-Suite Lobby Flexible Maker Space 2 Flexible Maker Space 1 Cafe Event Space Circulation Event Space Flexible Maker Space Flexible Maker Space Flexible Maker Space Cafe Flexible Maker Space 1 Stair Core Lobby Bedroom En-Suite Roof Void Roof Void Stair Core Lobby Bedroom En-Suite Stair Core Lobby Bedroom En-Suite +00,000 FFL Mezzanine Teaching Zone Mezzanine Teaching Zone Mezzanine Teaching Zone Mezzanine Teaching Zone 01 Proposed Section A-A
065
067 240 Service Void 2400 Floor To Ceiling 165 140 Steel Deck: Beam 305 x 165 54 Shown Dashed Behind Concrete Infill Spandrel Panel 10mm Floor Finish Concrete Slab 2175 s/o 250 Service Void 45 10 140 PIR Rigid Insulation Board +05,850 Second Floor FFL EW.01.001 (35)001 002 (35)002 45 10 Wood Fibre Insulation Recessed Brick-Slip Header Course PIR Rigid Insulation Board +03,000 First Floor FFL +00,150 Ground Floor FFL 2400 Floor To Ceiling 2850 Floor To Floor 2175 s/o AluK C70S Open Out Thermally Broken Window System Brick Slip Cladding on Rail Support Sytem 552.5 112.5 552.5 112.5 552.5 112.5 552.5 1247 1247 1247 EW.02.002 EW.02.001 (30)001 A-A +72,945 Top of Parapet EW.01.001 EW.01.002 EW.02.001 EW.02.002 +49,625 Ground Floor FFL +52,475 First Floor FFL (30)001 A-A EW.00.001 EW.00.002 (30)001 A-A RaynerDaviesArchitects St. Peter's Gate Nottingham NG1 2JG 01159473859 www.rd-architects.co.uk Nottingham Kent JOB TITLE DWG TITLE DATE BY DWG NO. REV. CHECKED BY 3144(30)001 A 17/05/23 STATUS REVISIONS NOTES Nottingham Refugee Cultural Hub Proposed Facade Detail 1:20 Plan, Section, Elevation DK N/A Preliminary A1 - 10/05/23 DK First Issue 1:20 Legal Info ©RDA Consultant Architects. Drawing not for construction. All dimensions are given in millimeters unless otherwise stated. All survey information by others. Check all dimensions site. Site boundaries be confirmed by client solicitors with reference to title deeds. This drawing intended for use by the commissioning client only. RDA do not assume any liability to any third party for the information herein. N 01 Proposed Section A-A 02 Proposed Elevation 00 Key Plan 03 Proposed Plan A 24/05/23 DK Updated in line with Feedback
Architectural Research Study
Future of Infill Development Sites
The Architectural Research Study in Autumn semester of Year 1 on the L7 Architectural Apprenticeship course focussed on live field research in which we were tasked with undertaking qualitative and quantitative data collection.
My project focussed on ‘Infill Development / Garage Sites’ as this tied in with work undertaken at the time with RDA. Having noticed a decline in the requirements for these types of spaces, I wished to further research this typology and draw some conclusion that would benefit the live projects in practice.
QUALITATIVE DATA DESIGN
1. What impact does have on:
across the following:
Daniel Kendall 20313913 ABEE4052 Architecture Research Study Infill and Garage Sites: Densification and Community Impact 01 02 03 04 05 06 03B DATA SETS 02 LITERATURE REVIEW 04 DATA COLLATION 05 FINDINGS 03A CASE STUDY SELECTION EXPERTS RESIDENTS FURTHER LITERATURE REVIEW 03 METHOD DESIGN 06 APPENDIX 01 PROBLEM IDENTIFICATION Daniel
ABEE4052
01 02 03 04 05 06 Fig.19 (Broxtowe
Open Compact Dense Daniel Kendall 20313913 ABEE4052 Architecture Research Study Infill and Garage Sites: Densification and Community Impact 01 02 03 04 05 06
Kendall 20313913
Architecture Research Study
Borough Council
Residents Community Groups Council Estates / Finance Housebuilders / Contractors Architects Planners Planning Consultants Financial/Economic Community Health Sustainability Massing/Physical Open Compact Dense Focus GroupExperts Resident Survey Case Study Analysis 04.2 04.3 04.1 Case Study Analysis
ABEE4052
Infill and Garage Sites: Densification and Community Impact 01 02 03 04 05 06 Summary LITERATURE REVIEW 2. Community
discuss
housing 3. Different Developments
Impacts
Financial/Economic Community Health Sustainability Massing/Physical Open Compact Dense
Daniel Kendall 20313913
Architecture Research Study
engagement needs to
beyond
have different
Picture
Fig.20 (Metro Quest)
Credits
QUANTATIVE & QUALITATIVE DATA
1. Which sites are suitably representative of the larger data set for analysis?
1. What impact does have on: Open Compact Dense
CONCLUSION
The findings of my literature review were reinforced in my on-site observations and community engagement
RESIDENT SURVEY
Community use does not match negative impacts and residents are keen to see sites developed
‘Open’ development is most sought after by residents. (From my survey findings)
‘Compact’ has sustainability benefits (Husk)
But ‘Dense’ is most likely due to financial requirement to maximise limited area. Authority do not object in principle
Residents echo findings of literature that Garage sites are poorly maintained and feel unsafe
Open development perceived as preferential but general support for all densities
Sustainability perceived as most negatively impacted by Compact and Dense development
Those prioritising open development also noted a lack of available green space, priority of ‘pocket parks’ and correlation with residence in dense wards
069
Infill and Garage Sites: Densification and Community Impact 01 02 03 04 05 06
Daniel Kendall 20313913 ABEE4052 Architecture Research Study
Financial/Economic Community Health Sustainability Massing/Physical
Ownership Deprivation Access Area Density Size Identify
data
representative
set for:
Infill and Garage Sites: Densification and Community Impact Findings - Summary
Daniel Kendall 20313913 ABEE4052 Architecture Research Study
01 02 03 04.2 05 06
Fig.51 (Husk Development) Fig.52 (Ecclesall Design) Fig.53 (Newcastle University Press Office)
Picture Credits Fig.50 (Maggs & Allen)
Infill and Garage Sites: Densification and Community Impact Impact of Open / Compact / Dense on Stakeholders 3 01 02 03 04 05 06
Daniel Kendall 20313913 ABEE4052 Architecture Research Study
Garage sites: History and evolution into disuse? 1 How they are viewed by residents & what can we learn? 2
Sustainability Financial/Economi c htlaeHytinummoC hP/gnissaMisylac
Fig.65 (Habinteg) Fig.66 (Angela Ward / Neal Hughes) Fig.67 (Dan Kendall) Picture Credits
3. Smith Young Architects Selected Project Work
RIBA Stage 0-2 R IBA Stage 3 RIBA Stage 4 RIBA Stage 5-7 2017-2018
RIBA
Stage
RIBA
Shown here is a sketch completed to supplement a planning application in a conservation of Liverpool City Centre. RIBA Stage 0-2 5-7
RIBA Stage 4 RIBA Stage 3
071
Duke Street, Liverpool Residential New Build
RIBA Stage 5-7
Eccleston Street, Prescot Heritage Shopfront Project
RIBA Stage 4
RIBA Stage 3
As part of the ‘Townscape Heritage Initiative’, we worked closely with our client to propose a new shop frontage and change of use application at 39 Eccleston Street. Using historic photographs to reference the original 1920’s shop frontage alongside manufacturers details we produced detailed Stage 4 assembly drawings. I was able to see the project from concept to completion during my year experience.
RIBA Stage 0-2
Involvement Programme
Project
Autocad
Project Information Size
151m2
Assistant
3909 2412 STRUCTURAL OPENING Remove existing and install new code lead flashing dressed into masonry wall. Hardwood Timber Facia Panel 10 50 100200 New 35 mm granite facing to match existing and be to the approval of the conservation officer. Fixed existing masory with 210 210mm Awning box, specification to be confirmed NOTE: ALL GAPS TO BETWEEN FRAME AND JAMB HEAD CILL TO BE FILLED WITH POLYCELL EXPANDING FOAM POLYFILLA OR OTHER EQUAL 405 Century Gothic, 250m high, colour black Cast Iron signage Existing stone cornice be cleaned and retained Setting Block. Steel Frame. Silicone mastic sealant to perimeter window frame. All to be installed in-accordance with manufacturers written recommendations. Insulated foam used to infill steel frame void. 20 Steel Frame by Crittall. New Crittall Corporate W20 Fixed Light steel frame shop front glazing replace existing. TYPICAL SHOP FRONT SCREEN DETAIL @ 1:5 SECTION B-B 55mmm granite fascia to match adjoining shop. Existing Light Grey exposed and refurbished where neccassery. NOTE: Existing Granite recovered, cleaned and repaired. All be accordance with the local conservation officer. Brass Railing Plaster Board Lining 12.5 mm. Loose Fill Insulation 25 mm MDF Cill. Brick masonry New 30 mm black granite cill. Softwood fixing. Plaster Finish. Ancon CFA SD Stonework support fixed back masonry. Installed accordance with manufacturers specification. Ancon soffit fixing. Installed accordance with manufacturers specification. Ancon YPB 50mm restraint Installed in accordance with manufacturers specification. Ancon YPB 50mm restraint Installed accordance with manufacturers specification. E A C1 C2 C3 C1 C2 E A C3 C6 C5 215 50 210 400 1885 404 236 35 54 35 007 17.033
073 954 structural opening SIGNAGE D E T A L C4 B-B Century Gothic, 250m high, colour black Cast Iron signage hooked onto proposed brass railing Reinstatement of black granite-faced stallrisers to match original 1966 shopfront Re-instatement of Dark Grey granite pilasters New Crittall Corporate W20 Fixed Light steel frame windows to replace existing Existing stone cornice to be cleaned and retained New recessed Crittall Corporate W20 typical side hung steel frame door with stone ramp. New fabric awning Opaque film up to 1100 mm Light Grey granite facing re-instated as per original 1960's design. OPEN OUT VENT FIXED PA FIXED PA FIXED PA FIXED PA FIXED PA FIXED PA D E T A L C5 D E T A L C6 D E T A L C7 D E T A L C8 D E T A C1 D E T A C2 D E T A C3 400 1885 404 270 2350 Structural Opening TYPICAL SIDE HUNG DOOR 35 54 35 Existing Brick Masonry Existing masonry wall D E T A L C4 D E T A L C5 D E T A L C6 D E T A L C7 D E T A L C8 B-B D E T A L C3 5081 TO BE CHECKED ON SITE 130° 506 601 1478 2300 2300 954 All dimensions to be checked on site. Figured dimensions to be read in preference to scaled. This drawing is copyright and remains the property of SMITH YOUNG Architecture Ltd unless otherwise agreed. SMITH YOUNG Architecture Ltd accepts no responsibilty for any unauthorised amendments to the drawing and does not permit unauthorised copying of the drawing. Revisions Notes: Client: Job Title: Scale: Drawn By: Job Number: Paper Size: Checked By: Drwg No: Date: Rev: Drawing Title: Purpose: A. 26 Hope Street Liverpool L1 9BX T. 0151 707 6655 W. www.smyo.co.uk PLANNING SHOP-FRONT DETAILS 23/01/2018 008 A3 DAS 39 ECCLESTON STREET G & W STAMPER LTD 1:10 DK 17.003 ELEVATION @ 1:20 DETAIL B1 @ 1:10
Blocks to Freedom Wall, Liverpool
Extension
As part of the annual ‘Writing on the Wall’ festival held in Liverpool, in 2018 I was design lead on a project to design and build a demountable Wall in Liverpool City Centre. The wall was built from over 1000 lightweight plastic building blocks and used as a stage, canvas and central Hub on multiple occasions over the summer.
RIBA Stage 0-2
RIBA Stage 5-7
Stage
Size Involvement Programme 35m2 Project Lead AutoCad / Site
RIBA
4 Project Information
3
Residential
RIBA Stage
RIBA Stage 5-7
Victoria Road, Liverpool Residential New Build
Project Information
NT1 NT1 NT1 NT1 Boundary Detail A. Existing boundary wall is to be retained and made good to match existing. Existing boundary wall is to be retained and made good to match existing. Existing boundary wall is to be retained and made good to match existing. Existing boundary wall is to be retained and made good to match existing. rwp rwp SS 23000 23000 15000 ALLEY 15000 House Type A House Type B Entrance Gutter PV PV Gutter PV PV rwp SS rwp SVP SVP
New Build Housing Scheme Technical Drawing + Digitally Rendered Sketch First floor plan as proposed @ 1:100 Bath WC Kitchen future bed position Living / Dining 1500 turning circle future platform lift 1500 turning circle Ground floor plan as proposed @ 1:100 Bedroom 1 Bedroom 3 Bedroom 2 Roof plan as proposed @ 1:100 PV PV En-Suite 075
Victoria Road
Size Involvement Programme 312m2 Project
At SMYO I worked on this back-land development project for two semi-detached houses within a tightly restricted and constrained site. Sunpath analysis and calculations played a pivotal role in the site layout and I used a range of AutoCad and hand sketching to produce a full Stage 3 planning drawing set. RIBA Stage 0-2 Autocad
Assistant
/ Sketch RIBA Stage 4 RIBA Stage
3
4. University of Liverpool Selected Academic Work
RIBA Stage 0-2 R IBA Stage 3 RIBA Stage 4 RIBA Stage 5-7
2014-2017
The Royal Brutalist, Liverpool Knowledge Quarter
Proposed Northern Headquarters for Royal College of Physicians
This university project involved the design of a new northern headquarters for the Royal College of Physicians.
Throughout the design and presentation of the project I communicated the ideas and concepts of the design through graphic illustrations completed using AutoCad, SketchUp, Illustrator and Photoshop.
077
Pant Du Winery, Wales
Residential Scheme
The brief for this project involved designing a winery on a sloped site in north Wales. The drawings I produced aimed to illustrate the circular form of the buildings plan and the wine making process at the heart of the brief.
079
2. Process Driven Design
1. Plan
3. Exploded Axo
2014-Present Selected Illustrations
