Sheet List Drawing Set Type
Sheet Number
Sheet Name
-L-(1)100
Drawing Issue Sheet Registration Plans- Basement
001- Site Plans 001- Site Plans 001A- Registration Plans 001A- Registration Plans 001A- Registration Plans 002- Existing Plans 002- Existing Plans 002- Existing Plans 002- Existing Plans 002- Existing Plans 002A- Phase 1 General Arrangement Plan 002A- Phase 1 General Arrangement Plan 002A- Phase 1 General Arrangement Plan 002A- Phase 1 General Arrangement Plan 002B- Demolition Plans 002B- Demolition Plans 002B- Demolition Plans 002B- Demolition Plans 002C- Bulding Regulation Drawings 002C- Bulding Regulation Drawings 002C- Bulding Regulation Drawings 002C- Bulding Regulation Drawings 002C- Bulding Regulation Drawings 002D- Bulding Regulation Drawings 002D- Bulding Regulation Drawings 002D- Bulding Regulation Drawings 002E- Phase 1 Setting Out Plans 002E- Phase 1 Setting Out Plans 002E- Phase 1 Setting Out Plans 002E- Phase 1 Setting Out Plans 003- Sections 003- Sections 003- Sections 003- Sections 003- Sections 003- Sections 003- Sections 003- Sections 004- Elevations 004- Elevations 004- Elevations 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 024- Staircase 024- Staircase 024- Staircase 031- Door Window Schedules 031- Door Window Schedules 032-Shedules 035- M & E Drawings 035- M & E Drawings 039- Structural Drawings 039- Structural Drawings 039- Structural Drawings 039- Structural Drawings 039- Structural Drawings
L-(1)110 L-110 L-111 L-(1)101 L-(1)102 L-(1)103 L-200 L-201 L-202 L-203 L-204 L-210 L-211 L-212 L-213 L-220 L-221 L-222 L-223 L-250 L-251 L-252 L-253 L-254 L-261 L-262 L-263 L-280 L-281 L-282 L-283 L-300 L-310 L-311 L-312 L-313 L-(20)10 L-(20)11 L-(24)20 L-401 L-402 L-403 L-520 L-530 L-531 L-540 L-541 L-542 L-543 L-550 L-(24)10 L-(24)11 L-(24)12 C-(31)100 C-(31)200 L-(50)100 L-(35)10 L-(35)11 L-(39)10 L-(39)11 L-(39)12 L-(39)30 L-(39)31
AS BUILT WITH ROOM NUMBERS Proposed Phase 1- Fire Zones Proposed Phase 1- Fire Zones Registration Plans- Ground Floor Registration Plans- First Floor Registration Plans- Second Floor Existing- Basement Existing- Ground Floor Existing- First Floor Existing- Second Floor Existing- Roof Plan Phase 1- Basement GA Plan Phase 1- Ground Floor GA Plan Phase 1- First Floor GA Plan Phase 1- 2nd Floor GA Plan Phase 1 - Demolition Plan- Basement Phase 1 - Demolition Plan- Grnd Floor Phase 1 - Demolition Plan- 1st Floor Phase 1 - Demolition Plan- 2nd Floor Phase 1-Const. Work Drawing-Basement Phase 1-Const. Work Drawing-Gnd Floor Phase 1-Const. Work Drawing-1st Floor Phase 1-Const. Work Drawing-2nd Floor Phase 1-Const. Work Drawing-Roof Plan Phase 2-Const. Work Drawing-Gnd Floor Phase 2-Const. Work Drawing-1st Floor Phase 2-Const. Work Drawing-2nd Floor Phase 1-Basement Setting Out Phase 1-Ground Floor Setting Out Phase 1-First Floor Setting Out Phase 1-Second Floor Setting Out Existing Sections Phase 1- Proposed Sections Phase 1- Proposed Sections Phase 1- Proposed Sections Proposed Sections Wall Sections/Details Wall Sections/Details Lift Well Plans & Sections Existing Elevations Existing Elevations Phase 1 Elevations Existing Isometric Phase 1 Front Isometrics Phase 1 Rear Isometrics Exiting Rear Works-3D Proposed (Phase 1) Rear Roof Works Proposed (Phase 1) Front Roof works Rear Roof Work- Isometrics Renderings Staircase Plans Staircase Sections Staircase Sections Phase 1- Door Schedule Phase 1- Window Schedule Floor Finishes Shedule Phase 1- M&E Plans (RCPs) Phase 1- M&E Plans (RCPs) Phase 1- Structural Floor Plans Phase 1- Structural Floor Plans Phase 1- Structural Floor Plans Phase 1- Structural Sections Phase 1- Structural Sections
039- Structural Drawings 039- Structural Drawings 039- Structural Drawings 039a- Joist Layout Drawings 039a- Joist Layout Drawings 039a- Joist Layout Drawings
L-(39)32 L-(39)50 L-(39)100 L-(39)15 L-(39)16 L-(39)51
099- Temp Works
T-(01)100
Phase 1-Crank Beam Details Phase 1- Structural Isometrics Batch 2- Beams and Columns Schedule Phase 1- Joist Layout Floor Plans Phase 1- Joist Layout Floor Plans Phase 1- Structural Isometrics Showing Joists Temp Scaffolding 3D
Current Revision
A
Current Revision Date Date
Current Revision Description
B B A C B A A A
2013/08/22 2nd Floor level dropped, Staircase layout & its treads/riser changes 2014/02/28 Layout Updated 2014/02/28 Layout Updated 2014/02/28 Layout Updated 2014/03/05 Layout Changed 2014/02/28 Layout Updated 2013/08/22 Layout changed as site meeting (20/8/13) 2013/02/22 Walls retained & sizes altered 2013/02/22 Walls retained & sizes altered
D D B B
2014/03/05 2014/03/05 2014/02/28 2014/10/05
Layout Changed Layout Changed Layout Updated Site Levels Changed
B C A F E G E
2013/08/16 2014/02/28 2013/08/22 2014/03/05 2014/03/05 2014/03/05 2014/03/05
New walls added to current Phasing Layout Updated Layout changed as site meeting (20/8/13) Layout Changed Layout Changed Layout Changed Layout Changed
E E G D
2014/03/05 2014/03/05 2014/03/05 2014/03/05
Layout Changed Layout Changed Layout Changed Layout Changed
C
2014/03/05 Layout Changed
D
2014/10/05 Site Levels Changed
C C
2014/01/27 Handrail removed & new added, width changed 2014/01/27 Handrail removed & new added, width changed
A A A B A
2014/02/28 2014/02/28 2013/03/18 2013/11/28 2013/11/28
A
2013/03/26 Grids updated, Internal partitions stud updated to 75mm, additional dims added
Layout Updated Layout Updated Layout updated, Revised layout as Struct. Engi dwgs Steel Size updated as site survey Steel Size updated as site survey
Designed By Kunal Manani Designer
Drawing Issued Yes
Designer Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani
Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani
Yes Yes Yes Yes Yes Yes
Kunal Manani
Yes
No.
Description
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Drawing Issue Sheet
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
--
03/22/13 08/04/2021 17:23:23
Date
Orignal Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl
DG.54hh DB.01 DB.02 DB.03 DB.04 DB.05 DG.25 DG.25a DG.26 DG.26a DG.27 DG.27a DG.28 DG.28a DG.29 DG.29a DG.30 DG.30a DG.31 DG.31a DG.32 DG.50 DG.50a DG.51 DG.52 DG.53 DG.53a
Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Exterior
1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1140 x 2110mm Dbl Swing 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm
Single Door for with VP Room Doors with Magnets linked to Fire Alarm Single Door for with VP Single Door for with VP Internal Asymmetric Door Double Swing Door with VP & Alarm linked Magnet Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Room Doors with Magnets linked to Fire Alarm Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Double Swing Door with VP & Alarm linked Magnet Door to Shower Room Single Door for with VP Single Door for with VP Double Swing Door with VP & Alarm linked Magnet External Hardwood Glazed Doors
1000 1000 1000 1000 1000 1000 1000 900 1000 900 1000 900 1000 900 1000 1000 1000 900 1000 900 1000 1000 900 1000 1000 1000 1000
44 44 44 44 32 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44
FD60s FD30s FD60s FD60s
00 Ground Floor Lvl 00 Ground Floor Lvl
DG.54 DG.54a
Interior Exterior
1000 x 2100mm 2020 x 2110mm 2
Double Swing Door with VP & Alarm linked Magnet
1000 2020
44 44
FD60s
00 Ground Floor Lvl 00 Ground Floor Lvl
DG.54i DG.54j
Interior Interior
Room Doors with Magnets linked to Fire Alarm Accordion Door
1000 1829
44 13
FD30s
01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl Grand total: 67
D1.25 D1.25a D1.26 D1.26a D1.27 D1.27a D1.28 D1.28a D1.29 D1.29a D1.30 D1.30a D1.31 D1.31a D1.50a D1.51 D1.52 D1.53 D1.54 DG.54d DG.54ee DG.54ii DG.54m D2.09 D2.10 D2.25 D2.25a D2.29 D2.52 D2.53 DG.54g D2.28 D2.28a D2.50 DG.54k DG.54l
Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior
1000 x 2100mm Height 8' 0" - Single - Sliding Jamb 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 0800 x 2100mm 1250 x 2100 mm 1510 x 2110mm Dbl Swing 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 900 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 0900x2100mm ShowerDoor
Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Double Leaf Door to Storage Single Door for with VP Single Door for with VP Double Swing Door with VP & Alarm linked Magnet Double Swing Door with VP & Alarm linked Magnet Double Swing Door with VP & Alarm linked Magnet
1000 900 1000 900 1000 900 1000 900 1000 900 1000 900 1000 900 900 1000 1000 1000 1000 1000 800 1250 1510 1000 1000 1000 900 1000 1000 1000 900 1000 900 1000 900 900
44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 50
FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD60s FD60s FD60s FD60s FD60s FD60s
Internal Asymmetric Door Room Doors with Magnets linked to Fire Alarm Room Doors with Magnets linked to Fire Alarm Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Single Door for with VP Single Door for with VP Door to Shower Room Room Doors with Magnets linked to Fire Alarm Double Swing Door with VP & Alarm linked Magnet Door to Shower Room Door to Shower Room
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Door Schedule
32 44 44 44 44 44 44 44 44 44 44 44 44
FD60s FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD30s FD30s FD30s 0 FD30s 0 FD30s FD60s 0 FD60s FD60s FD60s 0
2050 2050 2050 2060 2050
2050
FD60s 0 0
Signage
Vision Panel
916 916 916 726 916
916
2050 2050 2050 1990
916 916 916 897
2050 2000
916 957
Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Hardwoo d-Painted Painted Hardwoo d-Painted Painted
1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 No
1
1
1 1 1 1 1
1 1
1 1
1
1 1
1
1 1
1
1 1
1
1 1
1
1 1
1
1 1
No
1
Yes
1 1 1
1 1 1 1
1
1
3 4
1
No Yes
0
3 2 2 6 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 4
Fire Door-Keep Shut Fire Door-Keep Shut Fire Door-Keep Locked Yes Fire Door-Keep Shut
Yes
Fire Door-Keep Shut
Yes Yes Yes
Fire Door-Keep Shut Fire Door-Keep Shut Fire Door-Keep Shut
Yes
Fire Door-Keep Shut
1
1
1
1
3
Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted
1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1
1
1
3 3 3 3 3 3 3 3 3 3 3 3 3 3 6 2 2 3 3
Yes Yes Yes Yes
Fire Door-Keep Locked Fire Door-Keep Shut Fire Door-Keep Shut Fire Door-Keep Shut Fire Door-Keep Shut
1 1 1 1 1 1 1 1 1
1 1 1 1 1
2050 2050
Painted 926 Painted Painted Painted Painted Painted Painted 916 Painted 916 Painted
3 3 3 3 3 3 3 2 2
Yes Yes
Fire Door-Keep Shut Fire Door-Keep Shut
1 1 1
1
2050
Painted Painted 916 Painted
3 3 3
Yes
Fire Door-Keep Shut
62
25
No.
Description
2050 2050 2050 2050 2050
916 916 916 916 916
No
Yes Yes
1 1
2060 FD30s FD30s FD30s 0 FD30s FD60s FD60s 0 FD30s
Finish
S/s Butt Hinges
Width
DoorCloser
Description
Push Plate + D-handle (Pair)
Structural Size
Maglock + Keypad
Function
Door Door Panel Panel Height Width
Thumb Turn+Handle
Mark
Fire Rating
Kick Plate
Level
Door Thicknes s
Lock+Lever Handle (Pair)
Door Schedule
1 1
1 1
1
1 1
1
1 1
1
1 1
1
1 1
1
1 1 Yes No No
1 1 1 1
1 1 1 1
1 1 1 1 1 1
1 Yes
1 1
1 1 1 1
1 No
17
1
15
1
40 180
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
C-(31)100
11/30/10 08/04/2021 17:23:26
Date
Window Schedule Level -01 New Basement 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl
Family Dbl All Bars Dbl All Bars Dbl All Bars Double Shutter(Mullions) with Openable Glass M_Fixed M_Fixed Dbl All Bars Dbl All Bars Double Shutter(Mullions) with Openable Glass Double Shutter(Mullions) with Openable Glass Dbl All Bars Double Shutter(Mullions) with Openable Glass Dbl All Bars Double Shutter Tpl All Bars Double Shutter Dbl Horz Bars M_Casement 3x3 with Trim Dbl Horz Bars FAKRO_fpp-w_r FAKRO_fpp-w_r
Operation DoublePanelVertical DoublePanelVertical DoublePanelVertical
Mark
Type Mark
Count
Type
Head Height
Sill Height
Height
Width
424 259 260 339
89 23 23 102
1 1 1 1
900 x 1050mm Deep 1200 x 1350mm Deep 1200 x 1350mm Deep 1545x1500 mm
1895 2150 2150 2300
845 800 800 800
1050 1350 1350 1500
900 1200 1200 1554
393 394 402 426 451
17 17 83 83 102
1 1 1 1 1
0610 x 1830mm 0610 x 1830mm 900 x 1350mm 900 x 1350mm 1545x1500 mm
2630 2630 2150 2150 2300
800 800 800 800 800
1830 1830 1350 1350 1500
610 610 900 900 1554
345
37
1
1200x1500 mm
2300
800
1500
1200
DoublePanelVertical
380 381
33 36
1 1
1000 x 1200mm 1500x1500 mm
2000 2300
800 800
1200 1500
1000 1500
DoublePanelVertical
418 445 447 452 384 408 431 449 450
23 103 50 103 77 43 77 92 92
1 1 1 1 1 1 1 1 1
1200 x 1350mm Deep 1000x1000 mm 2070 x 1050mm Deep 1000x1000 mm 1350 x 1200mm Deep 2 1100 x 1250 mm 2 1350 x 1200mm Deep 2 78x140 78x140
2150 1840 2505 1840 2100 2300 1340
800 840 1225 840 900 1000 140
1350 1000 1280 1000 1200 1300 1200
1200 1000 2070 1000 1350 1000 1350
DoublePanelVertical DoublePanelVertical
TriplePanelVertical DoublePanelVertical DoublePanelVertical
Cost
No.
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Window Schedule
Description
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
C-(31)200
12/31/10 08/04/2021 17:23:27
Date
Lounge Areas Level
Name
Not Placed Not Placed: 1 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl
Num ber
Lounge 1 Lounge G50 Lounge G63 Lounge G50 a Lounge G62
00 Ground Floor Lvl 00 Ground Floor Lvl: 4 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl
Lounge 150 Lounge 160 Lounge 151
01 First Floor Lvl: 3 02 Second Floor Lvl 02 Second Floor Lvl: 1 Grand total: 9
Lounge 255
Area Not Placed 0.0 m² 112.2 m² 11.1 m² 8.9 m² 10.6 m² 142.7 m² 71.2 m² 30.1 m² Redundant Room 101.3 m² 34.2 m² 34.2 m² 278.2 m²
FIRE ZONE 1
FIRE ZONE 2
FIRE ZONE 3
FIRE ZONE 4
FIRE ZONE 5
Existing wall FIRE ZONE 6
UP
FIRE ZONE 7
Conc pier as structural engi. detail
FIRE ZONE 8
FIRE ZONE 9
Full Layout -01 Basement1 1 Phase 1 : 100
FIRE ZONE 10
FIRE ZONE 11
FIRE ZONE 12
FIRE ZONE 13
Conservatory
FIRE ZONE 14
Lounge G50a
FIRE ZONE 15
8.9 m² FIRE ZONE 16
Room
Room
G01
G02
13.8 m²
13.9 m²
Room G27 15.5 m²
Room
Room
G26
G25
13.7 m²
13.5 m²
Room G24
Lounge
13.4 m²
G63
Lounge
Room G23
11.1 m²
FIRE ZONE 20
13.2 m²
G50
FIRE ZONE 21
112.2 m² Room
FIRE ZONE 22
Total 28 Rooms
G03 13.9 m²
Legend 1
Room
1 : 100
G22 Room
13.5 m²
G04 13.2 m²
Room
Room
Room
G28
G21
G05
14.9 m²
12.3 m²
14.9 m² Office Room
171
G06
15.3 m²
Room
Room
G12
G15
13.6 m²
14.3 m²
Room Lobby
G18
DN Staircase G52
13.0 m²
G512.1 m²
14.1 m²
9.1 m² Shower/WC
Reception
218
G55
3.7 m²
18.3 m² Room G07 12.7 m²
Room G08 16.4 m²
Room G09 13.4 m²
Room Room G10
G11 14.5 m²
18.1 m²
Room
Room
G13
G14
Room
18.0 m²
14.6 m²
G16
Room Room
G19
Room
G17
13.9 m²
G20
14.9 m²
13.6 m²
16.6 m²
Full Layout 00 Ground 1 2 Floor-Phase 1 : 100 Phase 1 Lounge Areas: No of Rooms on all 3 Floors = 64. Out of which 4 are registered doubles. Thus, the nursing home can be registered for 68 residents.
No. A
B
Required lounge space: 68x4.1 = 278.8 sq m
Description
2nd Floor level dropped, 2013/08/2 Staircase layout & its 2 treads/riser changes Layout Updated 2014/02/2 8
Proposed Lounge space (incd reception area as lounge)= 285.4 sq m
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed Phase 1Fire Zones
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 100
Date
L-110
08/30/13 08/04/2021 17:23:35
Room Room
F02
F01
Room
Total 23 Rooms
12.5 m²
F21
17.0 m²
Lounge
Room
160
F20
30.1 m²
13.3 m²
?
Corridor
?
158
?
14.5 m²
Room
14.3 m²
F19 13.0 m²
Room F03
Room
13.0 m²
F04
Room
F22
13.3 m²
F23
13.0 m²
Room
Room F18 12.2 m²
13.1 m² Room
Lounge 150
Room
Room
Room
F06
F09
F12
13.7 m²
13.3 m²
15.1 m²
F15 DN
13.1 m² UP
71.2 m²
Room Lounge 151 Redundant Room
Bathroom 154 7.4 m²
F07
Room
Room
13.3 m²
F08
F10
13.8 m²
12.4 m²
Room F05
Room
Room F11 13.3 m²
Room
F14
F13
13.5 m²
13.9 m²
16.7 m²
Room
Room
F17
F16
14.1 m²
15.6 m²
Full Layout 01 First 1 2 Floor-Phase 1 : 100
Total 12 Rooms
Room S12 23.3 m²
Room Room
S04
S06
18.4 m²
12.7 m²
?
Room
?
S11
?
12.0 m²
UP
DN
Room S03 23.2 m²
Room S05 14.1 m²
Room Room S07 25.5 m²
Room S08
S10 12.2 m²
22.6 m²
Lounge 255 34.2 m²
Full Layout 02 Second 1 1 Floor-Phase 1 : 100
No. A
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed Phase 1Fire Zones
Description Layout Updated
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 100
L-111
10/08/13 08/04/2021 17:23:50
Date 2014/02/2 8
0
1
2
3
4
Piping Legend
5
1 Hr fire partition/break wall Incoming Gas main line
L-401
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
2
Waste Water pipe (40 to 65mm dia)
Freezer Room
Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
B02a 7.8 m²
Surface Water Drain
B1
Office
Y
D D1
D2 D3
Z
E
62 3.5 m²
AA1
B
Store 61 3.2 m²
Store B11 6.4 m²
1 1a
WC B10 2.6 m²
2 2a
2b
Store 67 3.9 m²
3
4 Corridor
Staircase
B01B
170
Store
17.0 m²
19.5 m²
B12 8.0 m²
5
6
0
1
Phase 1 Basement- Lighting 1 &1 :Electrics 50
2
3
4
5
No. A
Description Walls retained & sizes altered
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- Basement
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-200
09/02/10 08/04/2021 17:23:51
Date 2013/02/2 2
0
1
2
3
4
Piping Legend
5
1 Hr fire partition/break wall Incoming Gas main line
L-401
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
2
Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
B1
Y
D
D1
1
D2 D3
Z
E
L-300
AA1
B
2 L-300
37
Room
Room
89
90
13.5 m²
13.7 m²
Room
Room
91
92
13.5 m²
15.1 m²
1 Studio 5
1a
125
Corridor
Room
170
32.8 m²
4.1 m²
88
170
191
143
Lounge
4032
4032
21.3 m²
2 2a
Studio 4
112.2 m² Room
144
5.4 m²
14.9 m²
2926
93
2926
Room
124
2.0 m²
2b 3932
Corridor 121 12.5 m²
Room
87
94
142
6.8 m²
3653
Room
Courtyard
14.9 m²
5.0 m²
3
7072
Room
14.3 m²
7.9 m²
Studio 2 118
3260
148
13.6 m²
225
95
EQ
96
Studio 1
EQ
Room
200x50 C24 Joists
Room
200x50 C16Joists
119
Redundant Room 3262
15.8 m²
4
Corridor 200x50 C16Joists
97 133
Room
12.4 m²
117
125
Corridor 299
7.0 m²
Corridor
27.3 m²
131
Corridor
5.5 m²
120
Room
5
16.5 m²
98 Room 99 18.0 m²
Room
Room
100 14.6 m²
116
2592
14.5 m²
16.6 m² Studio 3 130
6
19.3 m²
7526 3234
2741
1
0
1
2
3
4
727
1903
5
L-401
1
00 Existing Ground Floor
160
394
NOTE: 1) Double joist to both sides of openings for steel columns using 200x50 C16 or C24 Joist. 2) Exisiting FF joist taking full length partition >3.1 m span, to be double with 200x50 C24 Joists 3) New 2nd floor joist taking partition load to be doubled using 200x50 C16 joist
No.
1 : 50
A
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- Ground Floor
Description
Walls retained & sizes altered
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1200
1 : 50
L-201
09/02/10 08/04/2021 17:23:52
Date 2013/02/2 2
0
1
2
3
4
5
Piping Legend
1 Hr fire partition/break wall Incoming Gas main line
L-401
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
2
Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
B1
Y
D D1
1
D2 D3
Z
E
L-300
AA1
B
2 L-300
1 1a Studio 7 187 21.6 m²
Room
37
2 2a
111 Room
12.7 m²
114 14.3 m² DB.174 Studio 6 Lobby
186
159
2b
18.3 m²
6.3 m²
Room
Room
37
113
108
13.0 m²
13.1 m²
DB.182
DB.181
11
11
DB.180
3
1663
2980
DB.178
109
163
13.3 m²
8.4 m²
or
DB.183
WC 158 15.1 m²
m²
4921
Staircase
1078
Room
1634
DB.175
Studio 10 184
Studio 9
19.1 m²
188
4
Redundant Room Corridor 3442
162
13.1 m²
26.5 m²
10014
Lobby
128
Room
5
106 13.8 m²
Room
Room
Room
112
107
110
13.3 m²
13.9 m²
Studio 8 183
6
20.3 m²
12.4 m²
2966
1
1
L-300
L-401
1
01 Existing First Floor
No.
1 : 50
Description
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- First Floor
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-202
03/20/13 08/04/2021 17:23:53
Date
0
1
2
3
4
Piping Legend
5
1 Hr fire partition/break wall Incoming Gas main line
L-401
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
2
Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
B1
Y
D D1
1
D2 D3
Z
E
L-300
AA1
B
2 L-300
1 1a
2 2a
2b
3
Studio 11 Room
193
182
62.3 m²
19.4 m²
4
DB.430
DB.431
Room
Room
179
180
10.5 m²
Redundant Room
Room
5
181 23.5 m² Studio 12 194 Redundant Room
6
Symbols Legend
SD
Smoke Detector 1
1
L-300
L-401
1
02 Existing Second Floor No.
1 : 50
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- Second Floor
Description
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-203
03/20/13 08/04/2021 17:23:55
Date
Piping Legend
1 Hr fire partition/break wall Incoming Gas main line
L-401
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
2 0
1
2
3
Waste Water pipe (40 to 65mm dia)
4
5
Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
B1
Y
D D1
1
Z
D2 D3
E
L-300
AA1
B
2 L-300
1 1a
2 2a
2b
3
4
5
6
1
1
L-300
L-401
0
1
1
2
3
4
No.
5
Description
04 Existing Roof Plan 1 : 50
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- Roof Plan
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-204
03/22/13 08/04/2021 17:23:56
Date
AA1
B1
B
Y
D D1
D2 D3
Z
E
2b
727
1903
394
250
wall to Grid4
213 3260
3024
retaining wall to retaining wall
UP
1000
4
3083
1114
125
250
175
1136
2897 mm clear
TD T
1143
3997
125
4590
2883 retaining wall to Grid 4
162
4977
1311
1500
retaining wall to retaining wall clear 1500
4529
2797 936
Conc pier as structural engi. detail
2315
1022
T
600
727
1093
231
2348 T TD
250
3
255
2741
5
Room
125
2610
9.1 m²
1093
1143
1000
1004
8.0 m²
Not Enclosed
125
125
B21
B23a
1000 1143
B19
125
Staircase
4699
2797
B24
UP
Corridor
Store
1604
T
11.2 m²
Corridor
125
TD T
B22
1081
T TD
2280
-01 New Basement Setting 1 Out 1 : 50
Piping Legend
1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable Under Floor or ground soil Drain(100/150 dia) Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
2
-01 Proposed Basment 1 : 50
Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
2 L-403
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat. - Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Drawing Title
Phase 1- Basement GA Plan
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling - Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
No. A B
C
D
Description
Date
Walls retained & sizes altered Grids updated, Internal partitions stud updated to 75mm, additional dims added 2nd Floor level dropped, Staircase layout & its treads/riser changes Layout Changed
2013/02/2 2 2013/03/2 6
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-210
10/04/10 08/04/2021 17:23:56
2013/08/2 2 2014/03/0 5
Room
Room
Room
G26
G25
Room
G27
13.7 m²
13.5 m²
G24
15.5 m²
Quite Lounge
13.4 m²
Lounge G62
Room
10.6 m²
G23
G63 11.1 m²
13.2 m²
DG.31 Library Shelving
DG.32
DG.54a Room G22 13.5 m²
Room
Room
IC
G28
G21
14.9 m²
12.3 m²
DG.29a
Cupboard with one fixed door pane
Room
Room
Room
G12
G15
13.6 m²
14.3 m²
G18 13.0 m² DN
Staircase G51
DG.52 Lobby
G52 9.1 m² DG.51
rODDING POINT
DG.25
DB.441
DG.26
DG.27
Shower/WC 218 3.7 m²
DG.26a
DG.27a
Room G19
Room
Worktop
13.9 m²
G17
Room
14.9 m² Room
G20
Room
G13
13.6 m²
G14
18.0 m²
Narrow Bedside
Room
14.6 m²
G16 16.6 m²
Pedestal Sink
Recessed Cupboard
Cupboard with one fixed door pane
Drawer Chest
IC
IC
Layout of Proposed 00 Floor-Phase 1 1 Ground 1 : 50 0
Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
1
2
3
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Drawing Title
Phase 1- Ground Floor GA Plan
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim.
4
No.
5
Description
Date 2013/03/1 8
C
Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Updated
D
Layout Changed
A
B
-Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-211
02/08/13 08/04/2021 17:24:04
2013/08/2 2 2014/02/2 8 2014/03/0 5
0
1
2
3
4
5
Lounge
Room
160
F20
30.1 m²
13.3 m²
Corridor
Corridor Room
158
159
WC
14.5 m²
11.8 m²
F21
G77
14.3 m²
5.5 m² Corridor
Room
161
F19
15.4 m²
13.0 m²
Room Room
F18
F22
12.2 m²
13.0 m²
Room F23 13.1 m²
Room
Room
Room
F09
F12
F15
13.3 m²
15.1 m²
13.1 m²
DN
D1.51 UP
Corridor 157 20.0 m² D1.26
D1.27
D1.25a
Room F08 13.8 m²
Room
Room
F10
F11
12.4 m²
13.3 m²
Room Room
Room
F17
Room
F14
F16
14.1 m²
F13
13.5 m²
15.6 m²
13.9 m² 37
Notes
Layout of Proposed 01 First 1 1 Floor-Phase 1 : 50
Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Drawing Title
Phase 1- First Floor GA Plan
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
No. A B
Description Layout changed as site meeting (20/8/13) Layout Updated
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-212
02/08/13 08/04/2021 17:24:09
Date 2013/08/2 2 2014/02/2 8
0
1
2
3
4
5
Room S12 23.3 m²
Room
Room
Room
S06
S09
S11
12.7 m²
17.2 m²
12.0 m²
UP
DN
Room S05
Room
Room
14.1 m²
S07
S10
25.5 m²
12.2 m²
Room
Nurse Station
Cupboard between 2 steels
S08 22.6 m²
Floor Finish: Carpet Lounge 255
Vinyl Floor
34.2 m²
Layout of Proposed 02 Floor-Phase 1 1 Second 1 : 50 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Drawing Title
Phase 1- 2nd Floor GA Plan
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
No. A B
Description Layout changed as site meeting (20/8/13) Site Levels Changed
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-213
02/08/13 08/04/2021 17:24:18
Date 2013/08/2 2 2014/10/0 5
0
1
2
3
4
5
Piping Legend
1 Hr fire partition/break wall Incoming Gas main line
L-403
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
1
Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
B1
AA1
Y
D D1
D2 D3
Z
E
B
1 1a
2 2a
2b
3
4
5
6
2
1
Demo. Plan- 0 Basement
L-403
1 : 50
No.
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 - Demolition Plan- Basement
Description
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-220
03/25/13 08/04/2021 17:24:19
Date
0
1
2
3
4
5
Piping Legend
1 Hr fire partition/break wall Incoming Gas main line
L-403
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
1
Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
1 L-(20)11
1 L-(39)30
1
1
L-313
L-312
1 L-310
37
2 L-(39)30
3 L-(39)31
1 L-(20)10
3932
2
4
L-312
L-310
1 L-(24)12
1 L-311 2 L-(24)11
1
299
L-(39)31
2 L-(39)31
4 L-310
2
1
1
L-313
L-312
L-(20)11 1
L-403
1
L-(20)10
1 L-(39)30
Demo. Plan- 00 Ground 1 Floor 1 : 50
No. A
B
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 - Demolition Plan- Grnd Floor
Description
Date
Layout updated, Revised layout as Struct. Engi dwgs New walls added to current Phasing
2013/03/1 8
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-221
03/25/13 08/04/2021 17:24:20
2013/08/1 6
0
1
2
3
4
5
Piping Legend
1 Hr fire partition/break wall Incoming Gas main line
L-403
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
1
Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
1
1
L-313
L-312
4
1
1
L-(39)30 L-(20)11 L-310
1 L-310
2 L-(39)30
3 L-(39)31 3 L-(20)10
2 L-312
1 L-(24)12
1 L-311 2 L-(24)11
1 L-(39)31
2 L-(39)31
1
Demo. Plan- 01 First Floor 1 : 50
2 L-403
No. A
B C
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 - Demolition Plan- 1st Floor
Description Handrail Added, string sizes updated as meeting comments Layout changed as site meeting (20/8/13) Layout Updated
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-222
03/25/13 08/04/2021 17:24:20
Date 2013/08/1 5 2013/08/2 2 2014/02/2 8
0
1
2
3
4
5
L-403 1
B1
Y
D D1
Z
D2 D3
E
1 1
AA1
L-313
2
L-310
1
L-(39)30
B
L-312
1 1a
2 2a
3 L-(39)31 3 L-(20)10
2b 2 L-312
4 L-310
3
1
1
L-(24)12
L-(24)12
2
2
L-(24)11
L-(24)11
1 L-311
4
1 L-(39)31
5
6
2 L-(39)31
1 L-(20)11
4 L-310
2 L-403
No.
1 L-(39)30
1 L-310
A
Description Layout changed as site meeting (20/8/13)
Demo. Plan- 02 Second 1 Floor 1 : 50
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 - Demolition Plan- 2nd Floor
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-223
03/25/13 08/04/2021 17:24:21
Date 2013/08/2 2
0
Flooring Legend
L-403
1
2
3
4
Piping Legend
5
1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable
Existing Timber Floor
1
Under Floor or ground soil Drain(100/150 dia) Waste Water pipe (40 to 65mm dia)
Proposed insulated concrete Floor
Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
Existing Concrete Floor
B1
Y
D
D1
New timber floor
D3
D2
Z
E
1
AA1
L-313
L-310
1
1
2
B
L-312
L-(39)30
New Foundation on C20 conc. as per notes below. Depth (minimum of 1meter) tba with building control 1 1 4 L-(20)11 L-(39)30 L-310
1a
1a
4032
1
4032
1
Is this footing required? Structural Engineer to confirm. Note: existing conc floor above
2 2a
170
170
2 2a
3
2926
New Foundation on C20 conc. as per notes below. Depth (minimum of 1meter) tba with building control
2926
L-(39)31
New GF/FF cavity wall as per notes below
2b
2b
1 L-(20)10 2 New brick pierL-312 from basement to second floor as struct. engineers details
523
2307
New conc. retaining wall to struct. engi. details 900x1050 Window. Window wall to to align with wall above (see section)
1957
175
L-(24)12
377 125
1000
145 103
1093 Cross bracing
1000 1370
Dashed line indicates existing walls to be demolished
Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out
Black solid line indicates new wall as specs (see note below)
RED rectangle indicates depth of foundation to be checked and underpinned
4
DB.04
3083
Proposed 254x254x73 UC on 2000x2000x600 pad
conc. hatch indicates area or basment to be excavated ande new slab laid as per structural engi. details and specs
L-(24)11
1213
1666
DB.03
2
1600
542
Before making the doorway please check that the levels between No 3 & No 2 match
1 L-311
175
DB.05
4320 1143
140
1143
L-(39)31
125
DB.01 1000
DB.02
2673
1143
125
1084
to be investigated)
3260
3306
424 UP
1000
1
1294 Existing Floor (build-up
125
Proposed insulated concrete Floor
2 L-(24)11
295
125 15
175
2343
2610
T
1
125 750 2897
L-(20)10
Conc pier asL-311 per structural engi. details
1022
727
1
3
125
1081
2392
1
L-(24)12
TD T
RED rectangle indicates depth of foundation to be checked and underpinned
1200
2797
T TD
504
250
100 250
350
250
1968
1
250
700
1109
915
175
3653
Lightwell
2592
5
Column base with IL preferred at basement level, in C30 Conc. Size to struct. engineers details.
6
2 L-(39)31
1 L-310
727
-01 Proposed Basment1 (BR) 1 Phase 1 : 50 2
4 New Foundation on C20 conc. as per notes below. Depth (minimum of 1meter) tba with building control
L-310
L-403 Notes
Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat. - Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
B
B1
Y
D
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster.
- Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Phase 1-Const. Work Drawing-Basement
Z
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Drawing Title
D1
D2 D3
E
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on 2 building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled L-(39)30 with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard. <>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling - Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
No.
Description
Date 2013/03/1 8
E
Layout updated, Revised layout as Struct. Engi dwgs Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Updated
F
Layout Changed
B
C
D
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-250
02/12/13 08/04/2021 17:24:22
2013/03/2 6
2013/08/1 6 2014/02/2 8 2014/03/0 5
0
Flooring Legend
2
3
4
Piping Legend
5
1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable
Existing Timber Floor
Under Floor or ground soil Drain(100/150 dia) Waste Water pipe (40 to 65mm dia)
Proposed insulated concrete Floor
Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
Existing Concrete Floor
B1
Y
2741
New timber floor
D D1
2629
D3
Z
394
2
1
L-(39)30
L-310 1
AA1
B
L-(39)30
line er w e wS Ne
Existing Sewer line
Existing Sewer line 1066
1554
2498
360
DG.53a TD T
4151
125
Existing Conc Floor
DG.31a 1640
DG.31
TV
1714 1837
3 L-(39)31
centers
3074
2949
2683
2551
Existing Manhole
DG.30a
1750
T TD
3256
3126
3113
FLOOR JOIST SPAN
8512
Existing Manhole
Existing timber floor to be retained. Double up floor joist under partitions
Hexagon indicates location of trial holes New inspection chamber
2680
TV
DG.53
4457
889
1000
779
3877
1000
DG.26a
125
2956
824
2370
3260 6352
5
3078
1369
wall centres
wall to center
Existing timber floor to be retained. Double up floor joist under partitions
3081 125
2432
2540
1870
TV
TV
558
TD T
3097
New Conc Floor: See notes below
New column with base below
DG.27a T TD
1031
836
664
Recessed Cupboard
DB.472
DG.01
Narrow Bedside
6
Cupboard with one fixed door pane
Pedestal Sink
T TD
TV
L-(39)31
125
100
147
100
DG.27
3097
2
2005
1596
453
1116
1000
0 90
953
100
974
1557
1702
1668
1689
DG.25a
Hexagon indicates location of trial holes
DG.26
1755
100
772
1030
450
254
683
DG.25
1899
Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out
125
1000
4
5614
1347
1490
DG.50
1358
wall to center
L-(39)31
Existing conc. floor to be demolished to make basement & repaced with new timber floor
1436
3083
1689
DG.51
1472
DG.28
80
1
125
45
1084
Black solid line indicates new wall as specs (see note below)
Drawer Chest
160
DB.416
2
00 Proposed Ground 1 1 Floor-Phase 1 : 50
4
1
1
L-313
L-312
Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
L-(20)10
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
1 L-(39)30
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity - Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Drawing Title
Phase 1-Const. Work Drawing-Gnd Floor
1200
L-310
727 1
Chimney wall to be demolished from underside of 2nd floor once supported on beams
1
L-310
L-403
1 L-311
1596
682
870
DG.52 Cut hole in existing timber floor for stairs. StaircaseUP to specialist 3045 manufacturers design
3
1078
3260
862
666
1747
L-(24)11 Before making the doorway please check that the levels between No 3 & No 2 match
0° 35.0
DG.28a
Noggings between joist under floor. Fire stop in the floor void below.
125
Hexagon indicates location of trial holes
Chimney wall to be demolished from underside of 2nd floor once supported on 794 beams 937
L-311 2
125
455
1022
TV
100
775
FLOOR JOIST SPAN
1200
3468
T TD
955
1
DG.50a
1000
DG.29a
L-(24)12
DB.441
DG.29
Dashed line indicates existing walls to be demolished
L-310
2b
1000
4
Glazed roof over lightwell
1
1441
6330
125
130
1
DG.30
300
130
TD
L-(20)10
Existing window to be removed and opening to be closed using matching 2 brickwork L-312 New steel columns from basement to second floor as struct. engineers details
Black solid line indicates new wall as specs (see note below)
1000
T
1200
920
5467 New GF/FF cavity wall as per notes below New window to be substitued in lieu of existing door
Existing concrete floor to be retained.
Existing Conc Floor
Wall to be demolished form Ground to u/s 2nd floor for making bay
2 2a
2926
Proposed insulated concrete Floor
1780
460
DG.54a
346 100
170
1750
1484
centers
1286
125
2020
1350
1533
DG.54
1475
125
DG.32
1433
1558
126
125
3717
DB.79
1247 65
1000
1000
1604
DB.78 1570
1a
100
4424
4101
4286
4101
2396
TV
2611
1
Existing Conc Floor
Sliding Folding door Door to fold into wall partition
New Conc Floor: See notes below
125
TD T
5116
4032
1 L-312
3653
1 L-313
New IC to be connected into exising sewer line
to IC New soil pipe to be laid over er existing sew pipe
Trial pits
E
2592
1
FLOOR JOIST SPAN
L-403
1
B1 B <>New Walls (conti.)
1903
Y
394
D D1
Z
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard. <>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
D2
No.
Description
Date 2013/02/2 2 2013/03/2 6
D
Walls retained & sizes altered Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Updated
E
Layout Changed
A B
C
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
E
1 : 50
L-251
09/28/12 08/04/2021 17:24:33
2013/08/1 6 2014/02/2 8 2014/03/0 5
L-403 1
0
Flooring Legend
1
2
3
4
Piping Legend
5
1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable
Existing Timber Floor
Under Floor or ground soil Drain(100/150 dia) Waste Water pipe (40 to 65mm dia)
Proposed insulated concrete Floor
Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
Existing Concrete Floor
B1
Y
D D1
D2 D3
Z
New timber floor
E
1 1
A1 A
L-310
L-(20)11
1
1
L-313
L-312
B
2
1828
TV
TV
L-(39)30
676
707
100 1506 309
1435
1435
1000
FLOOR JOIST SPAN
1342
463125
3083
D1.27
1881
1000
178
1792
D1.27a 3380
5 1837
TV
TV
Chimney wall to be demolished from underside of 2nd floor once supported on beams 79
3260
156
125
250250
250
1000
380
611
2592
FLOOR JOIST SPAN
D1.26
4
1347
3416
37
Black solid line indicates new wall as specs (see note below)
2592
435
D1.26a
596
6 TD T
T TD
L-(39)31
TD T
New steel columns from Ground floor to second floor as struct. engineers details
1610
1122
Existing timber floor to be retained. Double up floor joist under partitions 2
125
125 528
1612
L-(24)11
1490
1831
834
DB.199
1177
1682
2
125
1877
D1.25a
834
Existing roof to be demolished and replaced by new roof with steeper 53 deg. sloped roof
1735
1769
540 125
79
TV
1000
125
1
L-311
834
450
1297
779
170
D1.25
125
FLOOR JOIST SPAN
1000
D1.50 D1.50a
D1.52
3
Cut hole L-(24)12 in existing timber floor for stairs. Staircase to specialist manufacturers design
997
1689
1342
L-(39)31
125
D1.28 1472
1
1002
UP484 2920
125
1580
Before making the doorway please check that the levels between No 3 & No 2 match
1653
1150 DN
125 618
L-(24)11
1
D1.51
1008
1764
Steel column to Struct. engi. details & specs
4921 250250250250250 3453
D1.28a
816
450
4638
L-311 2
D1.53
1662
980
1652
937
2920
FLOOR JOIST SPAN
FLOOR JOIST SPAN
1
170
D1.29a 125
1593
DB.183
New steel column as struct. engineers details
3408
L-(24)12
3653
2926
1438
TV
TD T
1
125
6318
3411
3002 75
1200
2b
1644
GF/FF cavity wall as per notes below
3374
3311
3126
Proposed new timber Floor as specs
D1.29
1000
Black solid lines indicates new wall as specs (see note below)
L-310
2926
1119 100
1750
L-312
D1.30
263
2
DB.182
1105
T TD
4
Scafolding contractor to avoid supports in and around basement lightwell
2500
TD
6306
T
2 2a
1200
1000
1204
Bathroom to be demolished & New window added New GF/FF cavity wall as per notes below New larger window to be substitued in lieu of existing window
3355
1242
90 0
D1.30a
642
2807
2932
1000
L-(20)10
2551
Wall to be demolished form Ground to u/s 2nd floor for making bay
10 8
1285
125
2070
FLOOR JOIST SPAN
L-(39)31
1714
Existing timber floor to be retained. Double up floor joist under partitions
100
3
3
125
440
TV
Proposed new timber Floor as specs
829
125
100
4705
D1.31
Existing timber floor to be retained. Double up floor joist under partitions
D1.54
1750
T TD
130
125
713
360
2057
1278
block window
178
125
125
925
1200
1000
105
125
3388
4329
1643
5051
905
105 1629
D1.31a
T TD
1a
3557
1076
5924
1
FLOOR JOIST SPAN
1661
152 600
FLOOR JOIST SPAN
New steel columns from Ground floor to second floor as struct. engineers details
01 Proposed First 1 2 Floor-Phase 1 : 50 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
4 L-310
Scafolding to subcontractors design & specs
1 L-310
2741
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
727
1903
394
160
1200
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Const. Work Drawing-1st Floor
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
No.
Description
Date 2013/03/2 6
F
Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout changed as site meeting (20/8/13) Layout Updated
G
Layout Changed
C
D E
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-252
08/01/12 08/04/2021 17:24:40
2013/08/1 6 2013/08/2 2 2014/02/2 8 2014/03/0 5
L-403
0
Flooring Legend
1
2
3
5
Piping Legend
1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable
Existing Timber Floor
1
4
1
Under Floor or ground soil Drain(100/150 dia)
L-(20)11
Waste Water pipe (40 to 65mm dia)
Proposed insulated concrete Floor
Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
Existing Concrete Floor
B1
Y
D D1
D2 D3
Z
New timber floor
E
1
1
1
AA1
L-313
2
L-310
L-(39)30
B
L-312
1
170
4032
1a
3
2 2a
L-(39)31 3
1350
2926
L-(20)10
420
2b 2 L-312
FLOOR JOIST SPAN
D2.09
125
1624
160
59 125 840
D2.29
2 L-(24)11
4 1351 1490
253 Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out
3083
1669
22
25
1593
105
10630
880
1593 1721
1028 1000
1000
125
4130
125
D2.25
1422
5228
475
125
D2.50
125
1347
265
1490
1372
D2.10
1498 DN
D2.53
1530
1000
L-(39)31
D2.52
1000
1593
D2.28
1
UP 3045
125
1102
125
125
727
125
L-(24)11
1652
1750
L-311
D2.28a
1559
1774
1
2
L-(24)12
3260
Cut hole in existing timber floor for stairs. Staircase to specialist manufacturers design
105
Generic 280mm
1684
Black solid line indicates new wall as specs (see note below)
D2.25a
5579
6740
2592
125 3489
2592
FLOOR JOIST SPAN
Required Dimension y
5
376
185
Steel beam at u/s 2nd floor to Struct. engi. details & specs
2 L-(39)31
Chimney & wall to be demolished from above & underside of 2nd floor lvl once supported on beams
form valley to both sides of new infill roof
02 Proposed Second 1 1 Floor-Phase 1 : 50
4 L-310
727 1 L-310
B1
1 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
New roof work : Rafters sizes to struct. engi details. Insulation as per specs.
6
FLOOR JOIST SPAN
Existing timber floor to be retained. Double up floor joist under partitions
1
1881
3045
3
752
0
1084
FLOOR JOIST SPAN
L-(24)12
3977 1554
125
1
FLOOR JOIST SPAN
L-310
3653
See structural engineers drawings for detail & structural member sizes
4
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
L-(39)30
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity - Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Drawing Title
Phase 1-Const. Work Drawing-2nd Floor
<>New Walls (conti.)
Y
Z
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard. <>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
No.
Description
Date 2013/02/2 2 2013/03/1 8
D
Walls retained & sizes altered Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Updated
E
Layout Changed
A B
C
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-253
09/29/10 08/04/2021 17:24:51
2013/08/2 2 2014/02/2 8 2014/03/0 5
0
1
2
3
4
Piping Legend
5
1 Hr fire partition/break wall Incoming Gas main line
L-403
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
1
Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
B1 1
AA1
L-313
Y
D D1
D2 D3
Z
E
1
B
L-312
4
1
L-310
L-310
2 L-(39)30 1 L-(39)30
1 1a
2 2a
3 L-(39)31
46°
2b 2 L-312
3
1
45°
44°
45°
L-(24)12
1 L-311 2
45°
L-(24)11
4
1 L-(39)31
44° 44°
Flat roof Space for Heat pumps
44°
44°
44°
5
6
2 L-(39)31
45°
45°
04 Proposed Roof Plan1 1 Phase 1 : 50 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
<> Floors <>New Walls (conti.) - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on - Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc 1 1x12.5mm 1 existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service L-312 L-(39)30 using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. support plates and infilled with 100mm Isowool APR1200 in the cavity - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist - Internal non- load bearing partitions between shower rooms and corridors –Metal Stud and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm <>New walls Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and Soundbloc on 3mm plaster skim coat. infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced cavity closers. Lintols over door and window openings to be from the Catnic range unless each side with sand/cement render, plaster skimmed. otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on - Internal non-loadbearing partitions between shower rooms and respective bedrooms dabs and 3mm plaster. 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant - Internal non- load bearing partitions enclosing bedrooms: plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from 80mm Celotex PL4000, and 13mm lightweight plaster. bedrooms to have a minimum mass of 25kg/m². - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from the terms and conditions of BBA certificate 00/3761 bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Drawing Title
Phase 1-Const. Work Drawing-Roof Plan
<>New Walls (conti.) Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard. <>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
No.
Description
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-254
08/27/13 08/04/2021 17:24:53
Date
6
23 14.9 m²
Room
450
23
DG.25
46.7 m²
7
Courtyard
T TD
T TD
13.4 m²
8
0
Room
1
2
11
DG.32
DG.54a
AA1
3
5
4
3
2b
2a
2
1a
1 19.0 m²
10
Room
B 4
5
TV
TD T
L-(24)20
15.5 m²
37
Lounge
5
5473
112.2 m²
00 Proposed Ground 2 1 Floor-Phase 1 : 50
7000
Lounge
65.7 m²
Lounge
5079 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 2-Const. Work Drawing-Gnd Floor
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
No.
Description
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-261
12/09/10 08/04/2021 17:24:56
Date
D1.25a 540
37
450
A1
T TD
5
1200
1400
Green line indicated Cranked plate/flitch beam as structural engineers details
Timber laminated Beam (Glulam) to be reniforced with metal plate on both faces
L-(24)20
1505
10 12
TV
A
TD T
TD T
TD T
4
5
3345 3064
0
1
2860
2
1064
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 2-Const. Work Drawing-1st Floor
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-262
02/12/13 08/04/2021 17:24:59
Date
01 Proposed First 2 1 Floor-Phase 1 : 50
Description 3718
3
No.
DN
B
5
2 0
1
Description
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 2-Const. Work Drawing-2nd Floor
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-263
02/12/13 08/04/2021 17:25:02
02 Proposed Second 2 1 Floor-Phase 1 : 50
3
4
5
L-(24)20
AA1
No.
Date
L-403 1
B1
AA1
Y
D
D1
D3
D2
Z
E
B
1a
1a
170
170
2926
2926
2 2a
4032
1
4032
1
2b
3653
2b
2 2a
250
377
3
100
1968
250
506
700
1109
915
175
1200
2392
125
2920
125
1294
1081 125
4320
1294
DB.03
1093
DB.02310 175
140
125
1000
125
25 8
1143
1000
70
DB.01
2735
1000
3260
4
DB.04 379
1000
3083
175
DB.05
125
1835
1143
1084
1206
125
1729 424 UP
350
3306
2897
3997
2797
3190
2797
1723
504
2592
5
6
Setout -01 Proposed Phase 1 1 Basment1 : 50
727
2
B
L-403
B1
Y
D
D1
Z
D2 D3
No. A B
C
Legend Notes: Dimension lines in Red indicates gridline to wall centres and wall to wall centres.
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Basement Setting Out
D E
E
Description
Date
Walls retained & sizes altered Layout updated, Revised layout as Struct. Engi dwgs Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Changed
2013/02/2 2 2013/03/1 8
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-280
03/10/14 08/04/2021 17:25:03
2013/03/2 6
2013/08/1 6 2014/03/0 5
L-403 1
B1
Y
2741
D D1
2629
AA1
D3
Z
E
394
B
DG.53a 580 125
2358
2396
2633
1554
4101
4161
1 100
1a
4032 2926
920 1441
DG.30
6330
125
1200
300
1750
2 2a
1000
130
170
1484
DG.30a
5467
130
1714 1837
1780
centers
3074
2949
2683
2551
centers
1475
346 100
DG.54a
65
126
125 125
243
DG.54
1350
2610
1000
1000 1593
1570
190
125
DG.32
1247
DG.31
3717
DB.79
1000
1717
1604
1640
125
DG.31a
DB.78
1000
DG.29
2b
2680
1000
DG.53
DG.29a 775
125
2920
125
1412
3
125 1114
1200
3653
3113
3126
3319
8512
3045
UP
817 1472
3083 1708
1593
5 1369
wall centres
wall to center
3081
2592
1060
3078
2432 125
125
450
100
738
824
6352
3260
1697
DG.27a
3097 664
1472
1347 125
100
100
1031
836
18
125
1158
1043
974
125
4
2005
DG.27
683
1557
1702 100
1030 772
453
1116
1000
1810
0 90
953
100
DG.26a
DG.25a
254
DG.26
1755 1689
1271
1596
1000
450 100
5614 1229
3877
DG.25
1586
DG.51
653
1868
125
DG.50a
779
1802
1000
125
45
1002
DG.50
80
1000
1347
DG.28
1689
870
DG.52 1899
125
889
1653
666
2476
862
3468
125
816
DG.28a 100
0° 35.0
937
1537
3260
1766
1774
2786
2540
1870
DB.472
DG.01
DB.416
160
2
727
B
L-403
1903
B1
Y
6
1200
394
D D1
Setout 00 Ground 1 1 Floor-Phase 1 : 50
Z
E
D2
No.
Description
Date 2013/02/2 2 2013/03/2 6
D
Walls retained & sizes altered Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Updated
E
Layout Changed
A B
C
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Ground Floor Setting Out
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-281
01/31/14 08/04/2021 17:25:04
2013/08/1 6 2014/02/2 8 2014/03/0 5
L-403 1
B1
A1
D D1
D2 D3
Z
E
B
1828
A
Y
707
1242 10 8
90 0
100
949
125
125
460
6318
D1.30
1233
3002
1438
D1.29a
1000
1774
D1.51 125
125
1297
1124
1490
D1.27a
1769
125
389
1122
3083
125
463
450
1000
1792
1644
178
997
D1.26a
1000
D1.27
463
125
125 528
834
D1.26
1000
4
1347
1342
1612 178
3260
156
125
125
1435
125
274
170 125
1610
435
125
279
1593
1746
D1.25a
834
1038
1831
834
250250
1682 1000
450 540 125
125
1450
1735
4884
D1.25 1000
79
1342
1877
1000
D1.50a
1309
779 1472
1000
1591
D1.52
125
D1.28
D1.50
1150 DN
UP484 2920
125
1002
1689
125
250
450
1653
1652
1764
4921 250250250250250 3453
1513
3408
816
D1.28a
1580
2920 980
937
3
1434
125 618
125
D1.53
1435
3045
4490
DB.183
309
75
4552
4638
3653
2926
3311
3374
3126
1200
1000
D1.29
DB.182
2b
263
6306
1204
1000
1105
2500
2 2a
1200
1506
884
1750
1285
125
D1.30a
642
2807
2932
2551
1714
2070
1000
1119
100
170
440
2926
360
715
125
2463
125
3992
D1.54
1661
1750
D1.31 1367
713
1000
125
125
178
925
1278
2057
1200
1323
125
178
5924
3355
105
829
1744
1643
2525
5051
905
105 1629
2142
1964
D1.31a
1000
1a
3562
1076
676
1
5
1548
611
79
3416
2592
2313
DB.199 596
6
37
2741
AA1
727
1903
394
B1
160
1200
Z
Setout 01First Floor-Phase 1 11 : 50
No.
Description
Date 2013/03/2 6
F
Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout changed as site meeting (20/8/13) Layout Updated
G
Layout Changed
C
D E
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-First Floor Setting Out
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-282
03/10/14 08/04/2021 17:25:06
2013/08/1 6 2013/08/2 2 2014/02/2 8 2014/03/0 5
L-403 1
B1
AA1
Y
D D1
D2 D3
Z
E
B
1
2 2a
1350
2926
170
4032
1a
1222
3653
2770
420
2b
752
125
929
450
1774 43
125
4
1669
125
1472
3083
125
1593
105
10630
880
1721
1000
1593
D2.25
1351
160
125
1624
1347
1472
D2.50
3260
840
125
253 DN
D2.09
1821
D2.53
1000
D2.10
262
125
125 831
1422
D2.52
1000
1767
125
D2.28
UP 3045
125
125
D2.28a
1652
3045
D2.29 59
1684
1047
1000
3045 105
1560
1899
1550
3
1821
1844
1102
1819
125
892
265
932
D2.25a
5 6740 5351
2592
159
5579
125
6
Setout 02 Second 1 1 Floor-Phase 1 : 50
3468
AA1
4130
B1
Y
D2 D3
Z
No. A B
C D
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Second Floor Setting Out
Description
Date
Walls retained & sizes altered Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Changed
2013/02/2 2 2013/03/1 8
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
E
L-283
03/10/14 08/04/2021 17:25:07
2013/08/2 2 2014/03/0 5
206
1
1a
22a
2b
3
4
5
6
04 Roof Level 12000
03 Second Ceiling Lvl 9050
New TOS 2nd floor FloorLvl 6293 6252
01 First Floor Lvl 3420
00 Ground Floor Lvl -02 Footpath Level 100 -225
2
Existing Section bet. No 2&3 1 : 50
-01 New Basement -2325
1
1a
22a
2b
3
4
5
6
04 Roof Level 12000
03 Second Ceiling Lvl
2450
9050
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252
01 First Floor Lvl 3420
00 Ground Floor Lvl
No.
1
2425
100
-02 Footpath Level
Description
Exsiting Verti. Section
-225
Date
-01 New Basement -2325
1 : 50
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing Sections
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-300
03/22/13 08/04/2021 17:25:13
1 2
L-(39)31
L-(39)31
6
04 Roof Level
5
4
3
12000
2b
2a2
1a
1
2 1
L-312
1686
L-311
200
03 Second Ceiling Lvl
1200
4392
4628 2762
2532
2905
975
1075
2525
1300
9050
9275
230
New 2nd floor TOS FloorLvl 6293 6252
01 First Floor Lvl 3420
Datum
100
318
325
00 Ground Floor Lvl -02 Footpath Level 1780
980
845
200
Lightwell
-01 New Basement -2325
435
300 135
1050
1050
mm clear 2107
2100
2860
2860
-225
1
1
2
1
2
L-(24)12
L-311
L-(24)11
L-(39)31
L-(39)31
Phase 1 Section A (Verti) Section Between No. 2 And No. 3 4 1 : 50 1
L-311
1
1a
22a
2b
3
4
5
6
2 L-312
3 L-(39)31
03 Second Ceiling Lvl
2525
9050
3 L-(20)10
2607
3183
2885
2312
273
New 2nd2nd floor Lvl TOS Floor 6293 6252
3035
5547 3035
3320
3420
90
200
6825
01 First Floor Lvl
00 Ground Floor Lvl 100 318
219
-02 Footpath Level 2425
2425 2800
2107
Section through No. 2 chimneys
2860
2555
-225
-01 New Basement
1
Phase 1 Section B (Verti) 1 : 50
Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
-2325
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Drawing Title
Phase 1- Proposed Sections
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim.
No. A
B C
Description
Date
Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Changed
2013/03/1 8
-Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-310
01/19/11 08/04/2021 17:25:18
2013/08/2 2 2014/03/0 5
1
AA1
B
L-312
B1
Y
D D1
Z
1 L-(39)30
1
4
L-313
L-310
04 Roof Level
1 L-310
12000
2 L-(39)30
03 Second Ceiling Lvl
03 Second Ceiling Lvl 9050
2757
9050
6600 New 2nd floor Lvl
307
233
02 Second Floor Lvl
6293 TOS 2nd Floor
2850
6252
2 01 First Floor Lvl
81
L-(24)11
3420 1
3343
L-(20)10
62
00 Ground Floor Lvl -02 Footpath Level 100
2425
-225
-01 New Basement -2325
1
Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
Phase 1 Section C (Hori.) 1 : 50
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Drawing Title
Phase 1- Proposed Sections
No.
Description
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-311
03/22/13 08/04/2021 17:25:20
Date
1
1a
22a
2b
3
4
5
6
1 L-311 1 L-(39)31
2 L-(39)31
04 Roof Level 12000 2
1
L-312
L-(24)12
2 L-(24)11 3 L-(39)31
03 Second Ceiling Lvl 9050
3
02 Second Floor Lvl
L-(20)10
6600 New 2nd2nd floor Lvl TOS Floor 6293 6252
9275
4 L-310
01 First Floor Lvl 3420
00 Ground Floor Lvl -02 Footpath Level 100 1
-225
L-(20)10
AA1
B
Phase 1 Section D (Verti. No 2&3) 1 bet. 1 : 50
-01 New Basement -2325
4
1
1
L-313
L-312
1 L-310 L-(39)30
B1
Y
D D1
1 L-310
Z
2 L-(39)30
03 Second Ceiling Lvl 9050
1 L-(20)11
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252
01 First Floor Lvl 3420
00 Ground Floor Lvl -02 Footpath Level 100 -225
Phase 1 Section G (Hori. rear dormer) 2 thru 1 : 50 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
Drawing Title
Phase 1- Proposed Sections
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
No.
Description
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-312
08/29/13 08/04/2021 17:25:25
Date
1
1a
22a
2b
3
4
5
6
1 L-311 1 L-(39)31
2 L-(39)31
04 Roof Level 12000 2 L-312
3 L-(39)31
03 Second Ceiling Lvl 9050
3 L-(20)10
New 2nd floor Lvl 6293 TOS 2nd Floor 6252
01 First Floor Lvl 3420
00 Ground Floor Lvl -02 Footpath Level 100 1
-225
L-(20)10
-01 New Basement -2325
Phase 1 Section Thru No. 3 1 Chimneys 1 : 50
No.
Description
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed Sections
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-313
01/09/14 08/04/2021 17:25:27
Date
Z
D1 D
Y
B1
B
A A1
1 L-300
04 Roof Level 12000
03 Second Ceiling Lvl 9050
11900
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252
01 First Floor Lvl 3420
00 Ground Floor Lvl 100
2
Existing North Elevation
-02 Footpath Level -225
1 : 50 2 L-300
AA1
2 L-300
B
B1
Y
D D1
Z
1 L-300
04 Roof Level 12000
03 Second Ceiling Lvl
2450
9050
7711
11900
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252
01 First Floor Lvl 3420
00 Ground Floor Lvl 100 -02 Footpath Level
1
Existing South Elevation
-225
1 : 50
No.
Description
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing Elevations
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-401
08/30/13 08/04/2021 17:25:30
Date
1
1a
22a
2b
3
4
5
6
04 Roof Level 12000
03 Second Ceiling Lvl 9050
02 Second Floor Lvl New 2nd2nd floor Lvl6600 TOS Floor 6293 6252
01 First Floor Lvl 3420
00 Ground Floor Lvl 100 -02 Footpath Level -225
1
Existing West 1 : 50
6
5
4
3
2b
2a2
1a
1
04 Roof Level
04 Roof Level
12000
12000
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor
3180
6293 6252
6825
01 First Floor Lvl
3320
3420
00 Ground Floor Lvl 100
2
-02 Footpath Level
Existing East
-225
1 : 50
No.
Description
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing Elevations
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-402
11/05/10 08/04/2021 17:25:35
Date
AA1
1
B
L-312
B1
Y
D D1
Z
1 L-(20)11
1
1
L-(39)30
L-310
4 1
L-310
L-313
1
04 Roof Level
L-(20)10
12000 2
5400
L-(39)30
03 Second Ceiling Lvl
2450
9050
11900
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor
7711
6293 6252
01 First Floor Lvl 3420
00 Ground Floor Lvl 100 -02 Footpath Level
2
-225
Proposed South Elevation 1 : 50
Z
D1 D
Y
B1
B
1
A A1
L-312
1
L-313
1 L-(39)30 1
04 Roof Level
4
L-310
L-310
12000 2 L-(39)30
03 Second Ceiling Lvl 9050
1 L-(20)11
11900
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252
01 First Floor Lvl 3420 1 L-(20)10
00 Ground Floor Lvl 100
1
-02 Footpath Level
Proposed North Elevation
-225
No.
1 : 50
Description
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 Elevations
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-403
11/05/10 08/04/2021 17:25:38
Date
1
Existing 3D
No.
Description
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing Isometric
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
L-520
11/01/10 08/04/2021 17:25:48
Date
2
Proposed 3D- RHS Front
No.
1
Description
Proposed 3D- LHS Front
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 Front Isometrics
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
L-530
11/01/10 08/04/2021 17:26:19
Date
1
Proposed 3D- RHS Rear
No.
2
Description
Proposed 3D- LHS Rear
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 Rear Isometrics
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
L-531
08/27/13 08/04/2021 17:26:55
Date
Chimneys to be retained
Chimney to be taken down carefully and than remade on steel structure re-using salvaged bricks
Chimney to be taken down carefully and than remade on steel structure re-using salvaged bricks
Chimney to be retained
No.
1
Description
Existing Rear Works-3D
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Exiting Rear Works-3D
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
L-540
08/30/13 08/04/2021 17:27:06
Date
Chimney to be taken down carefully and than remade on steel structure re-using salvaged bricks Chimney to be retained
New infill roof- slope & tiles to match existing
New infill roof- slope & tiles to match existing
1
Proposed Rear Works-3D
Chimney to be taken down carefully and than remade on steel structure re-using salvaged bricks Chimney to be retained
No.
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed (Phase 1) Rear Roof Works
Description
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
L-541
08/30/13 08/04/2021 17:27:19
Date
ed n i a t re e b y to wn e o n d n n o e k e Chim a d b e t n re m a o t e y d th a s i n g n m i Ch fully an re re-u c a r e l s tr u c t u c k s i to s te e g e d b r s e l i a &t e s a lv p slo f o ro l l i f n i ng New h existi c m at
New infill roof- slope & tiles to match existing
1
Proposed Front Works-3D No.
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed (Phase 1) Front Roof works
Description
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
L-542
09/02/13 08/04/2021 17:27:28
Date
Rear Roof Works 3D- View 2 1
No.
Description
Rear Roof Works 3D- View 1 2
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Rear Roof WorkIsometrics
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
L-543
10/01/13 08/04/2021 17:27:35
Date
Proposed Front View (from 1 side) 1:1
Proposed Front View 2 (centered) 1:1
Proposed Side View(from 3 Road) 1:1
No.
Description
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Renderings
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1:1
L-550
19/12/12 08/04/2021 17:27:37
Date
15.9 m²
B11
Laundry
2.6 m² 2.5 m²
B10 B9
WC Wash Room
6.4 m²
B8
Dry Store
B5 B4
3.2 m²
B3
3.6 m²
A
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Registration PlansBasement
Kunal Manani
Scale @ A1 Date 1 : 50
3.9 m²
B12
Date
2nd Floor level dropped, 2013/08/2 Staircase layout & its 2 treads/riser changes
Drg. No.
82A HARROW VIEW, HARROW, HA1 4TE
21.5 m²
Description
Architect / Designer Designlabs
B6
2.2 m²
WC Linen Linen 7.1 m²
B2
Ironing
16.4 m²
B1
Staff Room
Plant Room
Lift Room
42.3 m²
3.2 m² B7
B8a Kitchen
Veg Store
3.5 m²
B7a
Office
No.
L-(1)100
08/01/14 08/04/2021 17:27:38
14.1 m²
G06
Room
14.9 m²
G05
Room
G02 13.9 m²
G01
13.8 m²
Office
Room
R
DG.25
13.2 m²
15.3 m²
171
Room G15 14.3 m²
Room G12 13.6 m²
14.9 m²
G28
Pr 2 -G 1:
14.
13.4 m²
G24
Room
G04
13.5 m²
G25
Room
G
Total 28 Rooms
112.2 m²
G50
Lounge
13.7 m²
G27 15.5 m²
G26
Room
Room
D
Room
13.9 m²
G03
Room
Room
Room
8.9 m²
G50a
Lounge
Conservatory
13.0 m²
F03
Room
17.0 m²
F01
Room
153
Corridor
6.8 m²
152
Corridor
Room
Room F06
F09
13.0 m²
13.3 m²
13.1 m²
F23
F22
F04 Room
Room
Room
5.5 m²
G77
WC ? F21
12.5 m²
14.3 m²
? Room
?
F02
Room
F12
Room
Pr 1 Fl 1:
Room
18.4 m²
S04
Room Room
Room
Pro 1 Flo 1:5
3
530
318
00 Ground Floor Lvl
-02 Footpath Level
100
2860
627
980
845
218
200
2107
Lightwell
1050
1050
1050
1780
-225
70600
-01 New Basement
0
300
5
-2325
Section Thro Basement 1 Lightwell 1 : 20
B
Lightwell 3D
2
B1
Y
D
existing roof 20 mm asphalt
02 Second Floor Lvl 6600
Type 4 sheathing felt
Square line gutter
9 20 20 96
12-15 mm ply sub- base
New 2nd floor Lvl TOS 2nd Floor 6293 6252
96mm Kingspan TR31 insulation s/w firrings 44mm to 0mm fall over joist. 30 mm KingspanTP10 insulation
100mm s/w joist double layer p/b ceiling
Warm Deck roof over rear bay.
3
Phase 1-Rear Bay Roof 1 : 10
No.
Description
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Wall Sections/Details
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
As indicated
L-(20)10
04/02/13 08/04/2021 17:27:54
Date
flat roof as specifcation below
1
Flat roof over dormer- as per flat roof specs below
1a
2 2a
02 Second Floor Lvl 6600 New 2nd2nd floor Lvl TOS Floor 6293 6252
Lead flashing over tile and under window sill as shown
2400
100 mm insulation between 100 mm timber wall
Ventilated cavity 01 First Floor Lvl 318
3420
502
Soffit ventilation holes or grill
2500
double skin wall with cavitysee spec below
New double skin wall as specs
00 Ground Floor Lvl 100 -02 Footpath Level -225
Foundation depth tba with building control. Spec as notes
Phase 1 Section H- Rear 1 Detail 1 : 20
Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.
Project
<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.
- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
<>New Walls (conti.)
<>New Walls (conti.)
- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity
Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.
- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761
<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling
No.
Description
- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim
Drawing Title
Architect / Designer
Drg. No.
Wall Sections/Details
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 20
L-(20)11
10/17/13 08/04/2021 17:27:56
Date
Y
D
D1
2
Z
D2D3
L-(39)30
1 L-(24)11
Y
D
D1
2
Z
D2D3
L-(39)30
1
30
250
424
916
250
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
DN
D1.51
2
2
2
L-(24)11
L-(24)11
L-(24)11
980
980
UP
252
980
286
L-311
250
L-311
250
250
1
250
1
L-(24)11
250
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
L-(24)12
1662
250
160
30
2
2920
Cut hole in existing timber floor for stairs. Staircase to specialist manufacturers design
10
10
980
1
250
980
10
Keep gap minimum at this wall as to keep staircase away from door swings
UP
30
484 100 mm between string & Gridline 4 for beam clearance
55
100
4
2920
10
146
125
Keep gap minimum at this wall as to keep staircase away from door swings 125
1297
125
78
980
10
T
250
10 string
TD
250
980
3453
250
L-(24)12
250
125
4
125
250
980
980 980
40
L-(24)12
3
930
2710
1
250
250
L-(24)12
1
250
250
1
980
980
10
10
10
10
58
L-(24)11
1 L-(24)11
Staircase- 01 Proposed 1st 3 Floor 1 : 20
Staircase- 0 Basement Plan
2
D
1 : 20
D1
1
Y
D
L-(24)11
D1
D3
Z
D2D3
1 L-(24)11
2 L-(39)30 TV
Y
D
D1
2
Z
L-(39)30
10
DG.29a
980
1
10
L-(24)12
10
UP
G51
1213
Staircase
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
9.1 m²
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
250 2
DG.51 Door Opening Outside
10
1150
L-(24)11
UP
4
55
125
10160
78
250
L-311
FLOOR JOIST SPAN
250
870
1899
250
980
L-(24)11
980
DG.52
205
250
980 Cut hole in existing timber floor for stairs. Staircase to specialist manufacturers design
2
250
788
666 DN
40
250
250
1
250
L-311
250
250
250
250
0° 35.0
1
980
250
250
30
980
250
930
30
250
250
250
980
980
980
10
250
1 L-(24)12
3
1 L-(24)11
Y D
D1
Staircase- 00 Ground Floor 1 Plan 1 : 20
Z
Staircase- 02 Proposed 2nd 4 Floor 1 : 20
No. A
B
C
Description
Date
2nd Floor level dropped, Staircase layout & its treads/riser changes Staircase layout & Internal well handrail change Handrail removed & new added, width changed
2013/08/2 2
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Staircase Plans
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 20
L-(24)10
03/18/13 08/04/2021 17:28:01
2014/01/2 1 2014/01/2 7
1
1
2
L-(24)12
L-311
L-(24)11
3
41
Y
D
1
L-310
D1
Z
L-(24)11
03 Second Ceiling Lvl
9050
9050
1120
03 Second Ceiling Lvl
6600
6600
New 2nd2nd floor Lvl TOS Floor 6293 6252
New 2nd2nd floor Lvl TOS Floor 6293 6252
980
10
00 Ground Floor Lvl 100 -02 Footpath Level
1101
-225
1108
01 First Floor Lvl 3420
50x50 shs newels. All newels to be mimimum1100 mm tall from highest adjoining riser
00 Ground Floor Lvl 100 -02 Footpath Level -225
175 175 175
350
1106
175
525
80x80 HBS to support staircase- see plan for details
50x50 shs newels. All newels to be mimimum1100 mm tall from highest adjoining riser
1100
10
80x80 HBS to support staircase- see plan for details
1109
3343
1105
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
Joists spanning left to right
1099
1112 1100
3157
1972 1106
3420
2425
10
10
01 First Floor Lvl
1100
28 0
1102
980 1101
13
80x80 HBS to support staircase- see plan for details
1103
10
1102
28 0
11 0
1101
980
1105
10
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
1103
10
175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178
980
1106
10
175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178
02 Second Floor Lvl
1112
02 Second Floor Lvl
-01 New Basement
-01 New Basement
-2325
Phase 1 Section D (Vertical Stairs) 1 thro 1 : 20
-2325
Phase 1 Section E (Hori. stairs) 2 thru 1 : 20 No. A
B
C
Description
Date
2nd Floor level dropped, Staircase layout & its treads/riser changes Staircase layout & Internal well handrail change Handrail removed & new added, width changed
2013/08/2 2
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Staircase Sections
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 20
L-(24)11
08/15/13 08/04/2021 17:28:05
2014/01/2 1 2014/01/2 7
Z
D1
D
1
Y
L-310
1 L-(24)11
03 Second Ceiling Lvl 9050
Cupboard Door Behind
1112
1126
Drainage trap for shower
6293
1112
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
Keep gap minimum at this wall as to keep staircase away from door swings
01 First Floor Lvl
1111
3420
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
00 Ground Floor Lvl 100
1101
175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178
1103
1100
1107
1102
1099
178
New 2nd floor Lvl
0
-01 New Basement -2325
No.
Description
Phase 1 Section E (Hori. stairs)1 1 thru 1 : 20 Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Staircase Sections
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 20
L-(24)12
01/22/14 08/04/2021 17:28:33
Date
04 Roof Level 12000
3 3
4
New Lift Motor Room 1000
B20 5.1 m²
L-311
L-311
9050 (tbc by site measure)
1
3524
1
3983
3645
03 Second Ceiling Lvl
1556
1939
4 2355
02 Second Floor Lvl 6600 5
Lift- 0 Basement Plan 1 : 20
Lift- 00 Ground Floor Plan 1 : 20
87
3164
2
2342
2268
1934
(tbc by site measure)
1
L-(24)20
01 First Floor Lvl 3420
Lift Travel
mm 9181
1696
1548
1548
1695
3316
4112
2355
2000
00 Ground Floor Lvl 100
2280
1 : 20
4
Lift- 02 Proposed 2nd Floor
2371
3
Lift- 01 Proposed 1st Floor
1 : 20
5 L-(24)20
-01 New Basement -2325
330
3 Beam resting on raised brick wall. Brick to be cladded in Tiles
6
Phase 1 Section F (Vertical Lift Well) 5 thru 1 : 25
SPECIFICATIONS - Load - Persons - Travel - Stops - Power supply - Headroom - Stops 01-0 0-1 1-2 Pit Machine room Key pads: Evacuation control Lift Type
Lift- 03 Proposed Roof Plan 1 : 20
Beam as suggested by structural engineer Please refer to shedule for beam & padstone sizes. Lift Company to approve beam position.
Beam resting on raised brick wall. Brick to be cladded in Tiles
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Lift Well Plans & Sections
: 1000Kg : 12 to 13 : APPROX 9 mtrs : 4 Nos [01(basement),0,1,2] : 415v. : 3560mm
No. A
: site measure : site measure : site measure : 1250 mm : Adjacent to lift shaft [basement] : on levels 0,1,2 only : fire control in machine room Key switch on level 01 (basement) : Felesa Single Cylinder Hydraulic Lift for
B
C D
Description
Date
2nd Floor level dropped, Staircase layout & its treads/riser changes Staircase layout & Internal well handrail change Handrail removed & new added, width changed Site Levels Changed
2013/08/2 2
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
As indicated
L-(24)20
04/14/14 08/04/2021 17:28:38
2014/01/2 1 2014/01/2 7 2014/10/0 5
Extract to roof
TV
TV
TD T
TD T
TV
Room G23 13.2 m²
Call Light
T TD T TD
TV
TV
Room G22 13.5 m²
T
T
TD
TD
T TD T TD
Symbol= Single Switch socket Symbol= Double Switch socket Symbol= light Switch
TV
TD T
T TD
TV
TV
Symbol= Wall light Symbol= Emergency Lighting
Room
Symbol= Nurse call pull cord
G18
Symbol= Smoke detector
13.0 m² Staircase
Lobby
G51
G52
9.1 m²
2.1 m²
PIR
Symbol= Ceiling Lighting
Symbol= Fire Alarm Sounder
Symbol= Nurse Call Light
Room
Symbol: Ceiling Fan Extract
13.6 m²
Room G19
T TD
G20
TV TV
TD T
TV
PIR
13.9 m²
TV
TV
Symbol: Fire Break Glass Unit
TV
TD T
T TD
TD T
T TD
Phase 1 Grnd Floor-Lighting 1 &1 :Electrics 50
Phase 1 First Floor-Lighting 2 &1 :Electrics 50
No. A
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- M&E Plans (RCPs)
Description Layout Updated
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-(35)10
04/08/13 08/04/2021 17:28:42
Date 2014/02/2 8
TD T
T TD
T
Phase 1 Basement- Lighting 1 &1 :Electrics 50
Symbol= Single Switch socket Symbol= Double Unswitch socket Symbol= Double Switch socket Symbol= Fire Break Glass Unit @1250 mm high
TV
Symbol= Co-axial TV Cable @450mm high
TD
Symbol= Cat 6 for Data @450mm high
T
Symbol= Light switch
Symbol= Cat 6 for Telephone @450mm high
Symbol= wall mounted Fire Alarm Sounder @2450mm high Symbol= Unswitched shaver socket Symbol= Fire Alarm Panel Nurse Call light Symbol= Emergency Lighting Symbol= Ceiling Mounted Light Symbol= Emergency Pull Cord Symbo= Ceiling Fan Extract Symbol= Smoke detector
2
Lighting & Electrics Legend 1 : 50
No. A
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- M&E Plans (RCPs)
Description Layout Updated
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-(35)11
04/10/14 08/04/2021 17:28:43
Date 2014/02/2 8
B1
Y
D
D1
D2 D3
Z
E
1
1 1
L-310
AA1
1 L-313
B
1
1
4
AA1
1
1
L-(39)30 L-310 L-312L-(20)10
L-(20)11 2
1
1
L-313
L-312
B1
B
L-(20)11
Y
D D1
L-310
Z
D2 D3
E
2
L-(39)30
L-(39)30
1 L-(39)30
1a
1a
1a
170
2926
ABBREVIATIONS: Bxx = Ground Floor Beam No. xx B1xx = First Floor Beam No. xx B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx 4 BRxx = Roof Beam No. xxL-310
2b
2b
L-(39)31 UKC203x203x46
2b 2
L-(20)10
L-312
3653
4130
C6.1/ SHS 80x80x8 C6.4/ SHS 80x80x8
Lightwell
C6.1/ SHS 80x80x8
1089
3040
C6.1/ SHS 80x80x8
L-(24)12
L-(24)12
3
L-(24)12
2
UP
2997
L-(24)11
2490
1 L-(39)31
1
L-311
L-311
2
2
L-(24)11
L-(24)11
4
1 L-(39)31 C6.5/ SHS 80x80x8
C4.2/ UKC152x152x23
C4.1/ UKC152x152x37
DN
C2.3/ UKC203x203x60
UP
C6.5/ SHS 80x80x8
4
1 L-(39)31 B5/ UKB203x133x30
C1.1/ UKC203x203x46
B6/ UKB305x165x54 B7/ UKB203x133x25
C2.3/ UKC203x203x60
B4/ UKB203x133x25
L-311
3260
TD T
1
T
steel column base per structural engi. details
3
1
B2/ UKPFC200x90x30
1
C6.4/ SHS 80x80x8
C2.4/ UKC203x203x60
T TD
1
C6.3/ SHS 80x80x8
3260
C2.4/ UKC203x203x60
B3/ UKPFC200x90x30
New conc. retaining wall to struct. engi. details
3653
L-312
1
UKC203x203x46
1
2 Proposed 254x254x73 UC as struct. engineers details
Before making the doorway please check that the levels between No 3 & No 2 match Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out
B6A/ UKB305x165x54 C1.1/ UKC203x203x46
B1/ UKC305x305x137 C1.2/ UKC203x203x46
C2.2/ UKC203x203x60
2592
5
2592
5
Column base with IL preferred at basement level, in C30 Conc. Size to struct. engineers details.
Elevated Bases
2
2
L-(39)31
L-(39)31
3234
1
0
L-310
2741
727
1903
1
2
160
3
6
6
2 L-(39)31 C2.1/ UKC203x203x60
1200
4
3234
B0/ UKC305x305x137
160
1200
1
5
L-310
394
2741 1
727
1903
394
4
L-(20)10 L-310 1
1
1
L-313
L-312
L-313
AA1
2 2a
2926
L-(39)31
2926
ABBREVIATIONS: Bxx = Ground Floor Beam No. xx B1xx = First Floor Beam No. xx B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx BRxx = Roof Beam No. xx
3
2926
3
2 2a
170
4032 170
170
2 2a
4032
1
4032
1
4032
1
B
B1
Y
D
D1
Z
Structural- 0 Basement 1 2 -Phase 1 : 50
D2 D3
E
1 1 4 L-312 L-(20)10 L-310
AA1
B
B1
Y
D D1
Z
D2 D3
No.
Description
Structural- 00 Ground 1 1 Floor-Phase 1 : 50
A
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Floor Plans
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
Date
Layout updated, 2013/03/1 Revised layout as Struct. 8 Engi dwgs
NOTES: Exact settting out dimension to be measured by steel contractor
Project
E
L-(39)10
03/08/13 08/04/2021 17:28:47
B1
Y
D D1
Z
D2 D3
1
A1
B1
Y
D D1
E
2
L-310
L-(39)30
B
D2 D3
Z 1
2
L-310
A
E
AA1
L-(39)30
B
1
1
1
1
L-313
L-312
L-313
L-312
1 676
1
Existing beam 203x103 mm 3 weight of joist.
2926
SB4/ UKB178x102x19
SB6/ UKC203x203x60
FB5/ UKB305x165x54
2926
FB4/ UKB178x102x19
2
SB3/ UKB178x102x19
ABBREVIATIONS: Bxx = Ground Floor Beam No. xx 3 B1xx = First Floor Beam No. xx L-(20)10 B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx BRxx = Roof Beam No. xx
UKC203x203x46
2b 2
L-312
2 2a
170
170
supporting L-(39)31
UKC203x203x46 FB3/ UKB178x102x19
2926
2 2a
SB5/ UKC305x305x137
3
3355
4032 170
SB1/ UKB305x165x46
3668
L-(39)31
Proposed beams to be installed above the ceiling and existing beams. Position proposed beams between the existing joist without disturbing existing front to back joist.
FB1/ UKB305x165x46
FB2/ UKB305x165x46
UKC203x203x46
ABBREVIATIONS: Bxx = Ground Floor Beam No. xx B1xx = First Floor Beam No. xx B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx BRxx = Roof Beam No. xx
1a
4032
1a
2b
L-312
4 L-310
4
3653 B202A/ UKPFC200x75x23
L-(24)11
C3.6/ SHS100x100x10 B215A/ UKC203x203x46
5
B208/ UKB305x165x54
C2.2/ UKC203x203x60
B215/ UKC203x203x46
2592
C3.7/ SHS100x100x10 C3.8/ SHS100x100x10
6
C2.1/ UKC203x203x60
B212A/ UKB305x165x54
5
C3.5/ SHS100x100x10
C1.2/ UKC203x203x46
4
C1.1/ UKC203x203x46
C1.2/ UKC203x203x46
2592
B110A/ UKB305x165x54
B208A/ UKB305x165x54
B212/ UKB305x165x54
UKC203x203x46
B112/ UKPFC180x90x26
L-(39)31
DN
B211/ UKC203x203x46
B111/ UKB254x146x37
B106C/ UKB203x133x30
C2.3/ UKC203x203x60
2 L-(24)11
B213A/ UKC203x203x52
B110/ UKB305x165x54
C2.2/ UKC203x203x60
2
C4.1/ UKC152x152x37 C3.4/ SHS100x100x10
3083
B108/ UKB254x146x37 B106B/ UKB203x133x30
B207/ UKC203x203x46
L-(39)31
B107A/ UKB305x165x54 B109/ UKB178x102x19
C2.3/ UKC203x203x60
1
UP
1 L-311
B210/ UKB178x102x19
B107/ UKB305x165x54
316
C3.3/ SHS100x100x10
4 B106/ UKB203x133x30
B214A/ UKC203x203x46
2
1 L-(39)31
C3.1/ SHS100x100x10
B206/ UKB178x102x19
1
C1.1/ UKC203x203x46
UP
L-(24)11
B214/ UKC203x203x46
L-311
6
2 L-(39)31
B216/ UKC203x203x46
C2.1/ UKC203x203x60
B112A/ UKPFC180x90x26
2741
727
1903
394
0 1
1
L-313
L-312
4 L-310
160
3234
1
2
3
2741
1200
4
727
1903
394
160
0
5
1
2
1200
3
4
5
1
1
L-310
L-310 1 L-(39)30
Structural- 01 First 1 1 Floor-Phase 1 : 50
Structural- 02 Second 1 2 Floor-Phase 1 : 50
No. A
B
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Floor Plans
3
L-(24)12
B213/ UKC203x203x52
2
3260
DN
1
B205/ UKPFC200x90x30
C3.2/ SHS100x100x10
B104/ UKPFC200x90x30
C4.1/ UKC152x152x37
B103/ UKPFC200x90x30
B102/ UKB254x146x37
1 L-311
B201/ UKC203x203x46
L-(24)12
C6.3/ SHS 80x80x8
B106A/ UKB203x133x30
B105/ UKB178x102x19
L-(24)12
1
C6.3/ SHS 80x80x8
B204/ UKPFC200x90x30
3
1
C6.1/ SHS 80x80x8
C2.4/ UKC203x203x60
B301/ UKC203x203x46
C6.1/ SHS 80x80x8
B203A/ UKC203x203x52
B101A/ UKPFC200x75x23
SB9/ UKC203x203x60
S209/ UKB254x146x37
C2.4/ UKC203x203x60
FB6/ UKC203x203x46
B203/ UKC203x203x52
B101B/ UKPFC200x75x23
B202B/ UKPFC200x75x23
3260
3653
L-310
Description
Date
Layout updated, Revised layout as Struct. Engi dwgs Steel Size updated as site survey
2013/03/1 8
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-(39)11
02/12/13 08/04/2021 17:28:50
2013/11/2 8
Piping Legend
1 Hr fire partition/break wall Incoming Gas main line
L-403
Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)
1
Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe
Surface Water Drain
B1 1
Y
D D1
Z
D2 D3
E
B1
1
AA1
L-313
1
B
L-312
AA1
L-313
4
D D1
D2 D3
E
B
1
L-310
L-310
Z
1 L-312
4
1
L-310
Y
L-310
2 L-(39)30 1
1
L-(39)30
L-(39)30
3
1
1
1a
1a
2 2a
2 2a
2b
2b
L-(39)31
ABBREVIATIONS: Bxx = Ground Floor Beam No. xx B1xx = First Floor Beam No. xx B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx BRxx = Roof Beam No. xx
2
2 L-312
312
3
crank beam
RB01/ UKPFC200x90x30 C3.1/ SHS100x100x10
1
C3.1/ SHS100x100x10
L-311
538 2 L-(24)11
C3.4/ SHS100x100x10
B306/ UKC203x203x46
C1.1/ UKC203x203x46
C3.3/ SHS100x100x10
B304,B308,B311/ UKPFC200x90x30
0 x5 50
50 R3 x5 13 0x / 5+ RS A
B309/ UKPFC200x90x30
50 R3 x5 13 0x / 5+ RS A
B315/ UKC203x203x46
C3.6/ SHS100x100x10
C3.5/ SHS100x100x10
C1.2/ UKC203x203x46
C3.7/ SHS100x100x10
C3.8/ SHS100x100x10 2
358
C3.7/ SHS100x100x10
B313/ UKC203x203x46
B312/ UKPFC200x90x30
A RS 5+ x 0 x5 50
RB05/ UKPFC200x90x30
5
C3.5/ SHS100x100x10
RB04/ UKPFC200x90x30
L-(39)31
SA +R x5
4
C3.4/ SHS100x100x10
B314/ UKB178x102x19
B303,B307,B310/ UKPFC200x90x30
L-(39)31
1
C3.3/ SHS100x100x10
C3.6/ SHS100x100x10
RB06/ UKPFC200x90x30
1
4
B305/ UKPFC200x90x30
C3.2/ SHS100x100x10
6
L-(39)31
5
RB07/ UKPFC200x90x30
B302/ UKPFC200x90x30
RB03/ UKPFC200x90x30
C3.2/ SHS100x100x10
RB02/ UKPFC200x90x30
1 L-311
UKC203x203x46
L-(24)12
3
B301/ UKC203x203x46
1
C3.8/ SHS100x100x10
RB08/ UKPFC200x90x30
6
2 L-(39)31
2
Structural- 03 Second Floor 1 1 Ceiling-Phase 1 : 50
Structural- 04 Roof 1 2 Plan-Phase 1 : 50
L-403
No. A
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Floor Plans
Description Steel Size updated as site survey
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-(39)12
02/12/13 08/04/2021 17:28:53
Date 2013/11/2 8
A
A1
B
B1
Y
D D1
Z
D2 D3
E
1
D D1
Z
D2 D3
E
1335
24
3653
4130
2 2a
2b
3653
3610
24
2b
1089
3668
2926
2926
2926
2a
170
Y
2926
B1
6318
B
170
AA1
4032
4032
1a
3040
DN
DN
200x50 C16 Joists @ 400 c/c
200x50 C16 Joists @ 400 c/c
200x50 C16 Joists @ 400 c/c UP
3260
3
3260
200x50 C24 Joists @ 400 c/c
3
UP
4
4 5487
200x50 C16 joists @ 400 c/c
New double joists 200x50 C16 to either sides of steel columns
200x50 C24 Joists @ 400 c/c
New double joists 200x50 C16 to either sides of steel columns
1116
3083
3083
New double joists 200x50 C16 to either sides of steel columns
5
3495
5
2019
2592
2592
New double joists 200x50 C16 to either sides of steel columns
New 2 Nos. 200x50 C24 Joist under partition.
200x50 C16 Joists @ 400 c/c
6 3234
2741
AA1
727
B
1903
B1
Y
394
160
6
1200
NOTE: 1) Double joist to both sides of openings for steel columns using 200x50 C16 or C24 Joist. 2) Exisiting FF joist taking full length partition >3.1 m span, to be double with 200x50 C24 Joists 3) New 2nd floor joist taking partition load to be doubled using 200x50 C16 joist
D D1
Z
D2 D3
2741
727
1903
0
E
Phase 1- Joist Layout- 00 Floor 1 Ground 1 : 50
394
Phase 1- Joist Layout- 01 Floor 2 First 1 : 50
160
3234
1
2
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Joist Layout Floor Plans
4
Description
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
5
NOTE: 1) Double joist to both sides of openings for steel columns using 200x50 C16 or C24 Joist. 2) Exisiting FF joist taking full length partition >3.1 m span, to be double with 200x50 C24 Joists 3) New 2nd floor joist taking partition load to be doubled using 200x50 C16 joist
No.
Project
3
1200
1 : 50
L-(39)15
09/26/13 08/04/2021 17:28:55
Date
B1
AA1
Y
D D1
D2 D3
Z
E
Phase 1- Joist Schedule
Reference Level
B
1
2926
2 2a
2b
3653
200x50 C16 Joists @ 400 c/c
200x50 C16 Joists @ 400 c/c
170
4032
1a
3 200x50 C16 Joists @ 400 c/c
3260
New double joists 200x50 C16 to either sides of steel columns
200x50 C16Joists @ 400 c/c UP
4
1710
1347
3778
New double joists 200x50 C16 to either sides of steel columns
200x50 C24 Joists @ 400 c/c
New double joists 200x50 C24 to either sides of steel columns
New 2 Nos. 200x50 C24 Joist under partition
5 2422 2592
3084
New double joists 200x50 C16 to either sides of steel columns
New 2 Nos. 200x50 C16 Joist under partition
200x50 C16 Joists @ 400 c/c
6
2741
727
1903
Phase 1- Joist Layout- 02 Floor 1 Second 1 : 50
394
160
1200
New 2 Nos. 200x50 C16 Joists with 12 mm flitch plate
NOTE: 1) Double joist to both sides of openings for steel columns using 200x50 C16 or C24 Joist. 2) Exisiting FF joist taking full length partition >3.1 m span, to be double with 200x50 C24 Joists 3) New 2nd floor joist taking partition load to be doubled using 200x50 C16 joist
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Joist Layout Floor Plans
Type
C16 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor Lvl: 60 01 First Floor Lvl 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl: 44 New 2nd floor Lvl New 2nd floor Lvl C16 Timber- 50x200 New 2nd floor Lvl C16 Timber- 50x200 New 2nd floor Lvl: 34 02 Second Floor Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor Lvl: 80 03 Second Ceiling Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling Lvl: 8 C16 Timber- 50x200: 226 C24 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor C24 Timber- 50x200 Lvl 00 Ground Floor Lvl: 7 01 First Floor Lvl 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl: 14 02 Second Floor Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl Architect / Designer 02 Second Floor Lvl: 32 Kunal Manani 03 Second Ceiling Lvl Designlabs 03 Second Ceiling C24 Timber- 50x200 Lvl HARROW, HA1 4TE 82A HARROW VIEW, 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling Lvl: 7
Type Count Mark
Length
Start Level Offset
1
0
1.06 m
0
1
0
1.08 m
0
1
0
1.10 m
0
3
0
3.63 m
0
19
0
27.13 m
0
2
0
2.87 m
0
4
0
6.19 m
-20
1
0
2.98 m
0
2
0
6.16 m
-20
4
0
13.26 m
0
10
0
33.59 m
0
2
0
6.88 m
0
2
0
6.92 m
0
2
0
7.00 m
-20
6
0
21.16 m
-20
60
141.01 m
1 2 2 4 1 2 8 2 2 2 9 6 3 44
0 0 0 0 0 0 0 0 0 0 0 0 0
0.67 m 2.86 m 2.87 m 6.19 m 1.76 m 6.16 m 25.63 m 6.88 m 6.92 m 7.00 m 31.56 m 21.16 m 15.30 m 134.97 m
0 -20 -20 -20 0 -20 0 -20 -20 -20 0 -20 0
17 17 34
0 0
39.10 m 44.58 m 83.68 m
-15 -15
2
0
0.70 m
0
6
0
2.19 m
0
1
0
0.49 m
0
8
0
4.65 m
0
1
0
0.75 m
0
2
0
2.86 m
-348
2
0
2.87 m
-348
4
0
6.19 m
-348
1
0
1.76 m
0
8
0
20.33 m
0
2
0
6.36 m
0
2
0
6.88 m
-348
2
0
6.92 m
-348
8
0
27.83 m
0
19
0
66.30 m
0
4
0
13.99 m
-348
8
0
28.22 m
-348
80
199.29 m
1
0
0.36 m
0
1
0
0.41 m
0
6
0
40.92 m
0
8 226
7
41.69 m 600.64 m
0
7 2 9 1 2 14
25.04 m
0
25.04 m 0 0 0 0
3.00 m 27.69 m 3.09 m 7.88 m 41.66 m
0 0 0 0
2
0No. 5.83 m 0 Description
1
0
3.00 m
0
13
0
39.51 m
0
4
0
12.33 m
-348
1
0
4.09 m
0
3
0
13.77 m
0
6
0
38.32 m
0
2
0
12.99 m
0
Drg. No. 32
L-(39)16
129.85 m
Date Scale @ A1 1 0 3.34 m 1 :1 50 0 4
0
1
0
7
0
3.5909/26/13 m 0 14.5208/04/2021 m 0 17:28:57 3.64 m 25.09 m
0
Date
1
1a
22a
2b
1
3
1
4L-(39)31
L-311
5
6
Batch 2 for steework grid 2 to 6
RB04/ UKPFC200x90x30 RB02/ UKPFC200x90x30
RB06/ UKPFC200x90x30
2
RB05/ UKPFC200x90x30
RB01/ UKPFC200x90x30
RB08/ UKPFC200x90x30
L-(39)31
2
10X
1 10X
L-(24)11
100
2
10X
100 10X
100
L-(24)12
10X
1
10X 100
2 L-(39)32
100
L-312
1 L-(39)32
00
3 L-(39)31
eiling Lvl
B 20 3 1 3x 3 / 20 3x 4
6
U KC
B 20 3 0 3x 1 / 20 3x 4
6
U KC
UKC203x203x46 3
B213/ UKC203x203x52
C3.3/ SHS100x100x10 UKC203x203x46 C3.1/ SHS100x100x10
02 Second Floor Lvl 6600
UKC203x203x46
New 2nd floor Lvl
B201/ UKC203x203x46
B216/ UKC203x203x46
B203A/ UKC203x203x52
B211/ UKC203x203x46 S209/ UKB254x146x37
6293 TOS 2nd Floor
2852
L-(20)10
2450
C3.7/ SHS100x100x10 C3.5/ SHS100x100x10
B207/ UKC203x203x46 B106/ UKB203x133x30
B112/ UKPFC180x90x26
B106A/ UKB203x133x30
B112A/ UKPFC180x90x26 C2.2/ UKC203x203x60
6252
01 First Floor Lvl 3420
C2.1/ UKC203x203x60 C2.4/ B102/ UKC203x203x60 UKB254x146x37
B106C/ UKB203x133x30 B111/ UKB254x146x37
B108/ UKB254x146x37
B106B/ UKB203x133x30 B1/ UKC305x305x137
B4/ UKB203x133x25
B0/ UKC305x305x137
00 Ground Floor Lvl 100
2425
B5/ UKB203x133x30
-02 Footpath Level -225
-01 New Basement
Structural- Phase 1 on Grid 1 B1 :(Vertical) 50
-2325
3
2
L-(39)31
L-312
1
1
L-311
L-(39)31 2 L-(39)31
1
1a
22a
2b
3
4
5 R313/ 50x50x5+RSA
6
50x50x5+RSA
03 Second Ceiling Lvl 9050
B306/ UKC203x203x46
B314/ UKB178x102x19
B315/ UKC203x203x46
B202B/ UKPFC200x75x23 SB1/ UKB305x165x46
B206/ UKB178x102x19
SB6/ UKC203x203x60
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor
B210/ UKB178x102x19
UKB203x102x23
6293 6252
B212/ UKB305x165x54 B208/ UKB305x165x54
SB9/ UKC203x203x60
FB6/ UKC203x203x46 B105/ UKB178x102x19
FB2/ UKB305x165x46
01 First Floor Lvl
B109/ UKB178x102x19
3420
B110/ UKB305x165x54 B101B/ UKPFC200x75x23
B107/ UKB305x165x54
B6/ UKB305x165x54
00 Ground Floor Lvl 100
No.
-02 Footpath Level
Description -225 -01 New Basement -2325
Structural- Phase 1 on Grid (Vertical) 2 D2 1 : 50 Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Sections
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
L-(39)30
05/03/13 08/04/2021 17:29:01
Date
1
1
L-313
L-312
AA1
B
B1
Y
D D1
Z
1 4
L-(39)30 1
L-310
04 Roof Level
L-310
12000 2
Y
L-(39)30
D D1
2
Z
L-(39)30
03 Second Ceiling Lvl
9050
9050
B208A/ UKB305x165x54
41
B208/ UKB305x165x54
New 2nd floor Lvl 6293
6293 6252
B210/ UKB178x102x19
10X
100
100
B107A/ UKB305x165x54 2
01 First Floor Lvl
6172
255
L-(24)11
B109/ UKB178x102x19
B107/ UKB305x165x54
10
0
00
00 Ground B6A/ UKB305x165x54
B6/ UKB305x165x54
beam on partywall
Detail 18
01 First Floor Lvl 3420
C1.1/ UKC203x203x46
Detail similar to Detail 21 10 X1
0 X1
3420
3090
3090
B108/ C2.3/ UKB254x146x37 UKC203x203x60
Detail 22
FB2/ UKB305x165x46
U KC 20 3x 20 3x 46
C4.1/ UKC152x152x37
Detail 17
U KC 20 3x 20 3x 46
10X
Detail similar to Detail 21
2522
3087
S209/ UKB254x146x37
SB6/ UKC203x203x60
SB5/ UKC305x305x137
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor
3087
B207/ UKC203x203x46
SB1/ UKB305x165x46
U KC 20 3x 20 3x 46
100
Floor Lvl
FB5/ UKB305x165x54
FB1/ UKB305x165x46
Detail 21
U KC 20 3x 20 3x 46
10X
2798
03 Second Ceiling Lvl
00 Ground Floor Lvl
100
-02 Footpath Level 100 -225
-02 Footpath Level 0 10
-225
2400
X 10
10 X1 00
C4.2/ UKC152x152x23
For details see structural engineer's drawings # 107 -01 New Basement -2325
Structural- Phase 1 on Grid 1 41 :(Hori) 50 1
1
1
L-313
L-312
L-(39)30
AA1
B
Structural- Phase 1 on Grid 3 21 : 50
B1
Y
D D1
Z
4 L-310
04 Roof Level
1 L-310
12000 2 L-(39)30
03 Second Ceiling Lvl 9050
B212/ UKB305x165x54
B212A/ UKB305x165x54
New 2nd floor Lvl 6293 B210/ UKB178x102x19
B213/ UKC203x203x52
C1.2/ UKC203x203x46
B111/ UKB254x146x37
B110/ UKB305x165x54
B109/ UKB178x102x19
3077
B211/ UKC203x203x46
01 First Floor Lvl
C2.2/ UKC203x203x60
3420
B110A/ UKB305x165x54
B1/ UKC305x305x137
00 Ground Floor Lvl 100 -02 Footpath Level
No.
-225
A
Description
Grids updated, Internal 2013/03/2 partitions stud updated to 6 75mm, additional dims added
-01 New Basement -2325
Structural- Phase 1 on Grid 2 51 :(Hori) 50 Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Sections
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 50
Date
L-(39)31
05/03/13 08/04/2021 17:29:04
5
2
6
L-(39)31
1209 210
1209
999
03 Second Ceiling Lvl
999
999
9050
° .00 135
° .00 135
Front crank beam profile
1799
1798
2798
70x70 or 75x75 support angles for parapet brickwork. Please calc ht of existing brick courses for ascertaining angle
02 Second Floor Lvl 6600 New 2nd floor Lvl 6293 TOS 2nd Floor 6252
1
Front Crank Beam Detail 1 : 25
1
3
1648
4
L-311
1
2
L-(24)12
L-(24)11
1 L-(39)31
175
03 Second Ceiling Lvl
1648
9050
135 .00 °
1153
Rear crank beam profile
2798
70x70 or 75x75 support angles for parapet brickwork
02 Second Floor Lvl 6600 New 2nd2nd floor Lvl TOS Floor 6293 6252
2
Rear Crank Beam 1 : 25
No.
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Crank Beam Details
Description
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
1 : 25
L-(39)32
12/02/13 08/04/2021 17:29:05
Date
Structure 3d - Phase 1 3 (Rear LHS)
No.
Structure 3d - Phase 1 (front 2 RHS)
Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Isometrics
Description
Architect / Designer
Drg. No.
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
L-(39)50
06/02/11 08/04/2021 17:29:07
Date
Phase 1- Joist Schedule
Reference Level
Type
C16 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor Lvl: 60 01 First Floor Lvl 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl: 44 New 2nd floor Lvl New 2nd floor Lvl C16 Timber- 50x200 New 2nd floor Lvl C16 Timber- 50x200 New 2nd floor Lvl: 34 02 Second Floor Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor Lvl: 80 03 Second Ceiling Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling Lvl: 8 C16 Timber- 50x200: 226
Structure 3d - Phase 1 Roof 4 Level
Structure 3d - Phase 1 3 Second Floor
Structure 3d - Phase 1 First 2 Floor
Structure 3d - Phase 1 1 Basement & Ground Project
Drawing Title
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Isometrics Showing Joists
Architect / Designer Kunal Manani
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
Type Count Mark
Length
Start Level Offset
1
0
1.06 m
0
1
0
1.08 m
0
1
0
1.10 m
0
3
0
3.63 m
0
19
0
27.13 m
0
2
0
2.87 m
0
4
0
6.19 m
-20
1
0
2.98 m
0
2
0
6.16 m
-20
4
0
13.26 m
0
10
0
33.59 m
0
2
0
6.88 m
0
2
0
6.92 m
0
2
0
7.00 m
-20
6
0
21.16 m
-20
60
141.01 m
1 2 2 4 1 2 8 2 2 2 9 6 3 44
0 0 0 0 0 0 0 0 0 0 0 0 0
0.67 m 2.86 m 2.87 m 6.19 m 1.76 m 6.16 m 25.63 m 6.88 m 6.92 m 7.00 m 31.56 m 21.16 m 15.30 m 134.97 m
0 -20 -20 -20 0 -20 0 -20 -20 -20 0 -20 0
17 17 34
0 0
39.10 m 44.58 m 83.68 m
-15 -15
2
0
0.70 m
0
6
0
2.19 m
0
1
0
0.49 m
0
8
0
4.65 m
0
1
0
0.75 m
0
2
0
2.86 m
-348
2
0
2.87 m
-348
4
0
6.19 m
-348
1
0
1.76 m
0
8
0
20.33 m
0
2
0
6.36 m
0
2
0
6.88 m
-348
2
0
6.92 m
-348
8
0
27.83 m
0
19
0
66.30 m
0
4
0
13.99 m
-348
8
0
28.22 m
-348
80
199.29 m
1
0
0.36 m
0
1
0
0.41 m
0
6
0
40.92 m
0
8 226
41.69 m 600.64 m
C24 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor C24 Timber- 50x200 7 0 25.04 m 0 Lvl 00 Ground Floor Lvl: 7 7 25.04 m 01 First Floor Lvl 01 First Floor Lvl C24 Timber- 50x200 2 0 3.00 m 0 01 First Floor Lvl C24 Timber- 50x200 9 0 27.69 m 0 01 First Floor Lvl C24 Timber- 50x200 1 0 3.09 m 0 01 First Floor Lvl C24 Timber- 50x200 2 0 7.88 m 0 01 First Floor Lvl: 14 14 41.66 m 02 Second Floor Lvl 02 Second Floor C24 Timber- 50x200 2 0 5.83 m 0 Lvl No.50x200Description 02 Second Floor C24 Timber1 0 3.00Date m 0 Lvl 02 Second Floor C24 Timber- 50x200 13 0 39.51 m 0 Lvl 02 Second Floor C24 Timber- 50x200 4 0 12.33 m -348 Lvl 02 Second Floor C24 Timber- 50x200 1 0 4.09 m 0 Lvl 02 Second Floor C24 Timber- 50x200 3 0 13.77 m 0 Lvl 02 Second Floor C24 Timber- 50x200 6 0 38.32 m 0 Lvl 02 Second Floor C24 Timber- 50x200 2 0 12.99 m 0 Lvl 02 Second Floor Lvl: 32 32 129.85 m L-(39)51 Drg. No. 03 Second Ceiling Lvl 03 Second Ceiling C24 Timber- 50x200 1 0 3.34 m 0 Lvl Scale @ A1 Date 03 Second Ceiling C24 Timber- 50x200 1 0 3.59 m 0 Lvl 09/24/13 03 Second Ceiling C24 Timber- 50x200 4 0 14.52 m 0 Lvl 08/04/2021 03 Second Ceiling C24 Timber- 50x200 1 17:29:12 0 3.64 m 0 Lvl 03 Second Ceiling Lvl: 7 7 25.09 m C24 Timber- 50x200: 60 60 221.64 m
Phase 1- Structural Beams & Bracing
Reference Level
Mark
-01 New Basement -01 New Basement
Start Level Type Mark Length Volume Offset
Type
10X100
-01 New Basement
Phase 1- Structural Beams & Bracing
11
10X100
11
-01 New Basement: 2
3.64 m 3.87 m 7.51 m
00 Ground Floor Lvl 00 Ground Floor Lvl
10X100
11
6.21 m
00 Ground Floor Lvl
10X100
11
6.18 m
00 Ground Floor Lvl
90x90x8RSA
2.84 m
00 Ground Floor Lvl
90x90x8RSA
2.56 m 3.50 m
3.32 m
00 Ground Floor Lvl
B2
00 Ground Floor Lvl
B3
00 Ground Floor Lvl
B4
UKPFC200x90x3 9 0 UKPFC200x90x3 9 0 UKB203x133x25 15
00 Ground Floor Lvl
B5
UKB203x133x30
4
3.50 m
00 Ground Floor Lvl
B6
UKB305x165x54
7
5.53 m
00 Ground Floor Lvl
B6A
UKB305x165x54
7
1.62 m
00 Ground Floor Lvl
B7
UKB203x133x25
15
3.08 m
3.50 m
41.84 m
00 Ground Floor Lvl: 11 01 First Floor Lvl 01 First Floor Lvl
10X100
11
6.05 m
01 First Floor Lvl
10X100
11
6.07 m
UKPFC200x75x2 14 3 UKPFC200x75x2 14 3 UKB254x146x37 9
1.05 m
01 First Floor Lvl
B101A
01 First Floor Lvl
B101B
01 First Floor Lvl
B102
01 First Floor Lvl
B103
UKPFC200x90x3 9 0
1.29 m 3.32 m 3.68 m
0.003 m³ 0.004 m³ 0.007 m³
0.006 m³ 0.006 m³ 0.004 m³ 0.003 m³ 0.013 m³ 0.013 m³ 0.010 m³ 0.012 m³ 0.036 m³ 0.010 m³ 0.009 m³ 0.121 m³
0.006 m³ 0.006 m³ 0.003 m³ 0.004 m³ 0.014 m³ 0.013 m³
-280 -280 -25 -25 -25 -25 -25 -25
Reference Level
Mark
01 First Floor Lvl
B104
01 First Floor Lvl
Phase 1- Structural Beams & Bracing
Start Level Type Mark Length Volume Offset
Type
B105
UKPFC200x90x3 9 0 UKB178x102x19 2
3.55 m
01 First Floor Lvl
B106
UKB203x133x30
4
3.47 m
01 First Floor Lvl
B106A
UKB203x133x30
4
3.76 m
01 First Floor Lvl
B106B
UKB203x133x30
4
3.64 m
01 First Floor Lvl
B106C
UKB203x133x30
4
3.64 m
01 First Floor Lvl
B107
UKB305x165x54
7
5.54 m
01 First Floor Lvl
B107A
UKB305x165x54
7
1.58 m
01 First Floor Lvl
B108
UKB254x146x37
9
3.12 m
01 First Floor Lvl
B109
UKB178x102x19
2
3.09 m
01 First Floor Lvl
B110
UKB305x165x54
7
5.57 m
01 First Floor Lvl
B110A
UKB305x165x54
7
1.54 m
01 First Floor Lvl
B111
UKB254x146x37
9
2.55 m
01 First Floor Lvl
B112
01 First Floor Lvl
B112A
UKPFC180x90x2 16 6 UKPFC180x90x2 16 6
-25
3.68 m
3.06 m 3.06 m 72.31 m
01 First Floor Lvl: 21
-275 -275 -225 -255
New 2nd floor Lvl New 2nd floor Lvl
50x50x5+RSA
0.61 m
New 2nd floor Lvl
50x50x5+RSA
1.05 m
New 2nd floor Lvl
50x50x5+RSA
1.83 m
New 2nd floor Lvl
50x50x5+RSA
0.61 m
New 2nd floor Lvl
50x50x5+RSA
1.17 m
New 2nd floor Lvl
50x50x5+RSA
1.22 m
New 2nd floor Lvl
UKB203x133x30
4
5.01 m
0.013 m³ 0.008 m³ 0.012 m³ 0.014 m³ 0.014 m³ 0.014 m³ 0.036 m³ 0.010 m³ 0.013 m³ 0.007 m³ 0.036 m³ 0.010 m³ 0.011 m³ 0.010 m³ 0.010 m³ 0.263 m³
0.000 m³ 0.001 m³ 0.001 m³ 0.000 m³ 0.001 m³ 0.001 m³ 0.019 m³
Reference Level
Mark
New 2nd floor Lvl
B201
UKC203x203x46
-275
New 2nd floor Lvl
B202A
-255
New 2nd floor Lvl
B202B
-225
New 2nd floor Lvl
B203
UKPFC200x75x2 14 3 UKPFC200x75x2 14 3 UKC203x203x52 20
3.26 m
-245
New 2nd floor Lvl
B203A
UKC203x203x52
3.32 m
-245
New 2nd floor Lvl
B204
3.68 m
-255
New 2nd floor Lvl
B205
-255
New 2nd floor Lvl
B206
UKPFC200x90x3 9 0 UKPFC200x90x3 9 0 UKB178x102x19 2
-255
New 2nd floor Lvl
B207
UKC203x203x46
8
3.47 m
-245
New 2nd floor Lvl
B208
UKB305x165x54
7
5.48 m
-245
New 2nd floor Lvl
B208A
UKB305x165x54
7
1.58 m
-245
New 2nd floor Lvl
B210
UKB178x102x19
2
3.09 m
-245
New 2nd floor Lvl
B211
UKC203x203x46
8
3.64 m
0
New 2nd floor Lvl
B212
UKB305x165x54
7
5.52 m
-630
New 2nd floor Lvl
B212A
UKB305x165x54
7
1.65 m
New 2nd floor Lvl
B213
UKC203x203x52
20
2.55 m
New 2nd floor Lvl
B213A
UKC203x203x52
20
2.59 m
-41
New 2nd floor Lvl
B214
UKC203x203x46
8
0.73 m
-41
New 2nd floor Lvl
B214A
UKC203x203x46
8
0.73 m
-41
New 2nd floor Lvl
B215
UKC203x203x46
8
0.73 m
-41
New 2nd floor Lvl
B215A
UKC203x203x46
8
0.73 m
-41
New 2nd floor Lvl
B216
UKC203x203x46
8
3.64 m
-41
New 2nd floor Lvl
S209
UKB254x146x37
9
3.12 m
-200
Structural Column Material Takeoff
-01 New Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement -02 Footpath Level -02 Footpath Level 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl New 2nd floor Lvl New 2nd floor Lvl
Top Level
Type Mark
Column Location Mark
Family and Type
03 Second Ceiling Lvl New 2nd floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl
C1 C2 C3 C6 C6 C6
UKC-UK Columns-Column: UKC203x203x46 UKC-UK Columns-Column: UKC203x203x60 UKC-UK Columns-Column: UKC152x152x23 SHS-Square Hollow Sections-Column: SHS 80x80x8 SHS-Square Hollow Sections-Column: SHS 80x80x8 SHS-Square Hollow Sections-Column: SHS 80x80x8
D2-4 B1-3 D1(701)-4 Y-3(-275) Z-3(-275) Y-4(205)
03 Second Ceiling Lvl
C1
UKC-UK Columns-Column: UKC203x203x46
D2-5
New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl
C2 C2 C2 C4 C6 C6
UKC-UK Columns-Column: UKC203x203x60 UKC-UK Columns-Column: UKC203x203x60 UKC-UK Columns-Column: UKC203x203x60 UKC-UK Columns-Column: UKC152x152x37 SHS-Square Hollow Sections-Column: SHS 80x80x8 SHS-Square Hollow Sections-Column: SHS 80x80x8
B1-5 B1-6 B1-4 A-4 Z-3(73) Y-3(87)
02 Second Floor Lvl 02 Second Floor Lvl
C3 C3
UKC-UK Columns-Column: UKC152x152x23 UKC-UK Columns-Column: UKC152x152x23
03 Second Ceiling Lvl
New 2nd floor Lvl
03 Second Ceiling Lvl
New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl
02 Second Floor Lvl 02 Second Floor Lvl 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level
C1 C1 C3 C3 C3 C3 C3 C3 C3 C3
Base Offset
-100 167 0 0 0 0
Top Offset
Height
0 11.48 m -41 8.41 m -305 2.12 m -200 2.23 m -200 2.23 m -200 2.23 m
Type
-255
Material: Volume
0.07 m³ 0.06 m³ 0.01 m³ 0.00 m³ 0.00 m³ 0.00 m³
8
20
3.76 m 1.08 m 1.29 m
3.68 m 3.67 m
74.44 m
New 2nd floor Lvl: 30 02 Second Floor Lvl 02 Second Floor Lvl
Base Level
Start Level Type Mark Length Volume Offset
02 Second Floor Lvl Ordering Batch Structural Material 02 Second Floor Lvl: 2
10X100
11
6.08 m
10X100
11
6.11 m 12.19 m
03 Second Metal - Steel 43-275 Ceiling Lvl 03 Second Metal - Steel 43-275 Ceiling Lvl Metal - Steel 43-275 03 Second Metal - Steel 50-355Ceiling Lvl Metal - Steel 50-355 03 Second Ceiling Lvl Metal - Steel 50-355
10X100
11
3.15 m
10X100
11
3.08 m
50x50x5+RSA
6.54 m
0
0
9.28 m
03 Second Ceiling Lvl 0.05 m³ Metal - Steel 43-275
10X100
11
3.11 m
11
3.10 m
-100 -41 -100 -41 -400 -400
6.36 m 6.42 m 8.89 m 6.55 m 6.10 m 6.10 m
0.05 m³ 0.05 m³ 0.07 m³ 0.03 m³ 0.01 m³ 0.01 m³
03 Second Ceiling Lvl Metal - Steel 43-275 Metal - Steel 43-275 Ceiling Lvl 03 Second Metal - Steel 43-275 03 Second Metal - Steel 43-275 Ceiling Lvl Metal - Steel 50-355 03 Second Metal - Steel 50-355 Ceiling Lvl
10X100
-265 -265 -2800 -400 0 0
10X100
11
3.11 m
10X100
11
3.10 m
10X100
11
3.12 m
A1-1a A(-3373)-1a
0 0
-300 -300
2.88 m 2.88 m
03 Second Ceiling Lvl 0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel 43-275 03 Second Ceiling Lvl
10X100
11
3.08 m
10X100
11
3.12 m
Timber: 140x140
Y(90)-6(-1033)
0
0
2.76 m
10X100
11
3.06 m
Timber: 140x140
Z(-429)-6(-1038)
0
0
2.76 m
UKC203x203x46
8
0.18 m
UKC-UK Columns-Column: UKC203x203x46 UKC-UK Columns-Column: UKC203x203x46 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10
B(224)-6 B(224)-3 B-5(-308) B-6(1247) B(258)-5(-308) B(258)-6(1247) B-4(1399) B-4(383) B(258)-4(1399) B(258)-4(383)
-41 -41 -41 -41 -41 -41 -41 -41 -41 -41
1500 1050 0 0 0 0 0 0 0 0
1.85 m 1.40 m 5.75 m 5.75 m 5.75 m 5.75 m 5.75 m 5.75 m 5.75 m 5.75 m
0.05 m³ Wood - Dimensional 03 Second Ceiling Lvl Lumber 0.05 m³ Wood - Dimensional 03 Second Ceiling Lvl Lumber 0.01 m³ Metal - Steel 43-275 Ceiling Lvl 03 Second 0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl
UKC203x203x46
8
0.27 m
Timber: 140x140
D1(921)-5(240)
0
-700
2.25 m
Grand total: 28
0.04 m³ Wood - Dimensional 03 Second Ceiling Lvl Lumber 0.70 m³ 03 Second Ceiling Lvl
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Batch 2- Beams and Columns Schedule
4.55 m
9
0.29 m
9
5.97 m
9
5.97 m
9
0.29 m
03 Second Ceiling Lvl
8
5.48 m
03 Second Ceiling Lvl
B309
0.29 m
03 Second Ceiling Lvl
B312
03 Second Ceiling Lvl
B313
UKPFC200x90x3 9 0 UKPFC200x90x3 9 0 UKC203x203x46 8
1.63 m
03 Second Ceiling Lvl
B314
UKB178x102x19
3.09 m
03 Second Ceiling Lvl
B315
UKC203x203x46
03 Second Ceiling Lvl
R313
50x50x5+RSA
04 Roof Level 04 Roof Level 04 Roof Level
04 Roof Level
Architect / Designer
04 Roof Level
Kunal Manani
Designlabs
100x10
UKPFC200x90x3 0 B303,B307 UKPFC200x90x3 ,B310 0 B304,B308 UKPFC200x90x3 ,B311 0 B305 UKPFC200x90x3 0 B306 UKC203x203x46
04 Roof Level
Drawing Title
3.81 m
B302
04 Roof Level
82A HARROW VIEW, HARROW, HA1 4TE
04 Roof Level 04 Roof Level 04 Roof Level: 8
No.
2
0.29 m
8 5.48 m Description 6.36 m 91.91 m
03 Second Ceiling Lvl: 30
Project
100x10
2.26 m
03 Second Ceiling Lvl
*(note that needle beam B0 & B1 under column C2.1 & C2.2 on gridline 5 & 6 is free issue to contactor)
2.59 m
2.78 m
8
03 Second Ceiling Lvl
Total weight= Vol of beams + Vol of columns x 7.85 = 11.85 tons *
2.78 m
UKC203x203x46
03 Second Ceiling Lvl
B301
UKPFC150x90x2 4 UKPFC150x90x2 4 90x90x8RSA
RB01
UKPFC200x90x3 9 0.26 m 0 RB02 UKPFC200x90x3 9 1.02 m 0 RB03 UKPFC200x90x3 9 1.02 m 0 RB04 UKPFC200x90x3 9 0.26 m 0 L-(39)100 Drg. No. RB05 UKPFC200x90x3 9 0.26 m 0 ScaleUKPFC200x90x3 @ A1 Date9 1.12 m RB06 0 RB07 UKPFC200x90x3 9 1.04 m 05/01/13 0 RB08 UKPFC200x90x3 9 0.19 m 08/04/2021 17:29:15 0 5.15 m 305.34
0.021 m³ 0.003 m³ 0.004 m³ 0.020 m³ 0.020 m³ 0.013 m³ 0.013 m³ 0.008 m³ 0.019 m³ 0.036 m³ 0.010 m³ 0.007 m³ 0.021 m³ 0.037 m³ 0.010 m³ 0.015 m³ 0.015 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.021 m³ 0.013 m³ 0.341 m³
-41 -255 -20 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41
0.006 m³ 0.006 m³ 0.012 m³
0.004 0 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.001 0 m³ 0.001 0 m³ 0.009 -36 m³ 0.009 -36 m³ 0.003 0 m³ 0.004 0 m³ 0.004 0 m³ 0.013 0 m³ 0.001 0 m³ 0.023 0 m³ 0.023 0 m³ 0.001 0 m³ 0.033 0 m³ 0.001 0 m³ 0.001 0 m³ 0.008 3 m³ 0.007 0 m³ 0.034 0 Date m³ 0.004 0 m³ 0.213 m³
0.001 m³ 0.003 m³ 0.003 m³ 0.001 m³ 0.001 m³ 0.003 m³ 0.003 m³ 0.001 m³ 0.017 m³ 0.973
0 0 0 0 0 0 0 0
1
Scaffolding 3D 01
No.
2
Description
Scaffolding 3D 02
Project
Drawing Title
Architect / Designer
Drg. No.
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Temp Scaffolding 3D
Kunal Manani
Scale @ A1 Date
Designlabs
82A HARROW VIEW, HARROW, HA1 4TE
T-(01)100
08/06/12 08/04/2021 17:29:32
Date