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
Sheet List Current Current Revision Revision Date Date
A
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.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Drawing Issue Sheet
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
--
Scale @ A1 Date 03/22/13 22/10/2014 11:14:44
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
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
32 44 44 44 44 44 44 44 44 44 44 44 44
FD60s FD30s FD60s FD60s 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 Hardwood -Painted Painted Hardwood -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
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Door Schedule
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
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 Thickness
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
Drg. No.
C-(31)100
Scale @ A1 Date 11/30/10 22/10/2014 11:14:44
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
DoublePanelVertical DoublePanelVertical
DoublePanelVertical DoublePanelVertical TriplePanelVertical DoublePanelVertical DoublePanelVertical
Mark 424 259 260 339 393 394 402 426 451 345 380 381 418 445 447 452 384 408 431 449 450
Type Mark 89 23 23 102 17 17 83 83 102 37 33 36 23 103 50 103 77 43 77 92 92
Count 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Type 900 x 1050mm Deep 1200 x 1350mm Deep 1200 x 1350mm Deep 1545x1500 mm 0610 x 1830mm 0610 x 1830mm 900 x 1350mm 900 x 1350mm 1545x1500 mm 1200x1500 mm 1000 x 1200mm 1500x1500 mm 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
Head Height 1895 2150 2150 2300 2630 2630 2150 2150 2300 2300 2000 2300 2150 1840 2505 1840 2100 2300 1340
Sill Height 845 800 800 800 800 800 800 800 800 800 800 800 800 840 1225 840 900 1000 140
Height 1050 1350 1350 1500 1830 1830 1350 1350 1500 1500 1200 1500 1350 1000 1280 1000 1200 1300 1200
Width
Cost
900 1200 1200 1554 610 610 900 900 1554 1200 1000 1500 1200 1000 2070 1000 1350 1000 1350
No.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Window Schedule
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
C-(31)200
Scale @ A1 Date 12/31/10 22/10/2014 11:14:44
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
Room
13.9 m²
G27 15.5 m²
Room
Room
G26
G25
13.7 m²
13.5 m²
Room G24 13.4 m²
Lounge
Lounge
Room
G63
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 18.3 m² Room G07 12.7 m²
Room G08 16.4 m²
Room G09 13.4 m²
Room
3.7 m² Room
Room
G11
G10
14.5 m²
18.1 m²
Room
Room
G13
G14
Room
18.0 m²
14.6 m²
G16
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.
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.
A
B
Required lounge space: 68x4.1 = 278.8 sq m
Description 2nd Floor level dropped, Staircase layout & its treads/riser changes Layout Updated
Proposed Lounge space (incd reception area as lounge)= 285.4 sq m
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed Phase 1Fire Zones
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-110
Scale @ A1 Date 1 : 100
08/30/13 22/10/2014 11:14:52
Date 2013/08/22
2014/02/28
Room Room
Room
F02
F01
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 Room
Room
Room
F06
F09
F12
13.7 m²
13.3 m²
15.1 m²
Lounge 150
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
Room
13.8 m²
12.4 m²
F05
Room
Room Room
F11
F14
F13
13.3 m²
13.5 m²
Room
Room
F17
F16
13.9 m²
14.1 m²
15.6 m²
16.7 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
Room
S05 Room 14.1 m² 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed Phase 1Fire Zones
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description Layout Updated
L-111
Scale @ A1 Date 1 : 100
10/08/13 22/10/2014 11:15:06
Date 2014/02/28
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
B02a
Through Pipe- Collection or Air Vent Pipe
7.8 m²
Surface Water Drain
AA1
Office
B
B1
Y
D D1
D2 D3
Z
E
62 3.5 m²
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
2
3
4
Phase 1 Basement- Lighting 1 &1 :Electrics 50
5
No. A
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- Basement
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description Walls retained & sizes altered
L-200
Scale @ A1 Date 1 : 50
09/02/10 22/10/2014 11:15:06
Date 2013/02/22
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
AA1
B1
B
Y
D
D1
1
D2 D3
Z
E
L-300
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
116
14.6 m²
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- Ground Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
1200
Drg. No.
Description
Walls retained & sizes altered
L-201
Scale @ A1 Date 1 : 50
09/02/10 22/10/2014 11:15:07
Date 2013/02/22
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
AA1
B
B1
Y
D D1
1
D2 D3
Z
E
L-300
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 162
13.1 m²
26.5 m²
10014
3442
Lobby
128
Room
5
106 13.8 m²
Room
Room
Room
112
107
110
13.3 m²
13.9 m²
Studio 8 183 20.3 m²
12.4 m²
6 2966
1
1
L-300
L-401
1
01 Existing First Floor No.
1 : 50
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- First Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-202
Scale @ A1 Date 1 : 50
03/20/13 22/10/2014 11:15:08
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
AA1
B
B1
Y
D D1
1
D2 D3
Z
E
L-300
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 1 : 50
No.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- Second Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-203
Scale @ A1 Date 1 : 50
03/20/13 22/10/2014 11:15:10
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
Waste Water pipe (40 to 65mm dia) 0
1
2
3
4
5
Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe Surface Water Drain
AA1
B
B1
Y
D D1
1
Z
D2 D3
E
L-300
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
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing- Roof Plan
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-204
Scale @ A1 Date 1 : 50
03/22/13 22/10/2014 11:15:11
Date
AA1
B1
B
Y
D D1
D2 D3
Z
E
2b
727
1903
394
1114
250
1000 213 3260
retaining wall to retaining wall
UP
wall to Grid4
4
3083
3024
125
250
175
mm clear
1136
2897
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
2797
B24 Staircase B23a
8.0 m²
1093
1143
1000 1004
B21
1000 1143
B19
125
125
9.1 m²
Corridor
Not Enclosed
1081
UP
T
11.2 m²
Corridor
Store
1604
TD T
2610
4699
125
B22
125
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.
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.
<>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.
<>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
- 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.
- 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
2013/02/22
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Basement GA Plan
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-210
Scale @ A1 Date 1 : 50
10/04/10 22/10/2014 11:15:12
2013/03/26
2013/08/22
2014/03/05
Room G27
Room
Room
G26
G25
13.7 m²
13.5 m²
Room G24
15.5 m²
Lounge Quite
Lounge
G63
G62
11.1 m²
10.6 m²
13.4 m²
Room G23 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
Room
Room
G12
G15
13.6 m²
14.3 m²
DB.441
DG.29a
Cupboard with one fixed door pane
Room G18 13.0 m²
Shower/WC
Staircase DN
DG.52 Lobby G51 DG.51G52 9.1 m²
rODDING POINTDG.26
DG.25
DG.27
218
Room
G13 18.0 m²
14.6 m²
Room G20
14.9 m²
Room G14
Worktop
13.9 m²
G17 Room
DG.27a
DG.26a Room G19
3.7 m²
13.6 m²
Room
Narrow Bedside
G16
Pedestal Sink
Recessed Cupboard
16.6 m²
Cupboard with one fixed door pane
Drawer Chest
IC
Layout of Proposed 00 Floor-Phase 1 1 Ground 1 : 75
IC
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.
<> 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.
1
2
3
4
5
<>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.
<>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
- 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.
- 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
Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Updated Layout Changed
2013/03/18
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Ground Floor GA Plan
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-211
Scale @ A1 Date 1 : 75
02/08/13 22/10/2014 11:15:19
2013/08/22 2014/02/28 2014/03/05
0
1
2
3
4
5
Lounge
Room
160
F20
30.1 m²
13.3 m²
Corridor
Corridor
158
Room
WC
159
F21
G77
11.8 m²
14.3 m²
5.5 m²
14.5 m²
Corridor
Room
161
F19
15.4 m²
13.0 m²
Room
Room Room F23
F18
F22
12.2 m²
13.0 m²
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
Notes
37
Layout of Proposed 01 First 1 1 Floor-Phase 1 : 75
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.
<>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
- 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.
- 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
Description Layout changed as site meeting (20/8/13) Layout Updated
-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
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- First Floor GA Plan
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-212
Scale @ A1 Date 1 : 75
02/08/13 22/10/2014 11:15:24
Date 2013/08/22 2014/02/28
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 14.1 m²
Room
Room
S07
S10 Room
25.5 m²
12.2 m²
S08 22.6 m²
Nurse Station
Cupboard between 2 steels
Floor Finish: Lounge Carpet 255
Vinyl Floor
34.2 m²
Layout of Proposed 02 Floor-Phase 1 1 Second 1 : 75 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.
<>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
- 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.
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
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- 2nd Floor GA Plan
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-213
Scale @ A1 Date 1 : 75
02/08/13 22/10/2014 11:15:31
Date 2013/08/22 2014/10/05
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
AA1
B
B1
Y
D D1
D2 D3
Z
E
1 1a
2 2a
2b
3
4
5
6
2
1
Demo. Plan- 0 Basement
L-403
1 : 50
No.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 - Demolition Plan- Basement
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-220
Scale @ A1 Date 1 : 50
03/25/13 22/10/2014 11:15:32
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 2
1
L-(39)30
L-310 1 L-(39)30
1
1
L-313
L-312
37
3 L-(39)31
1 L-(20)10
3932
2
4
L-312
L-310
1 L-(24)12
1
1
L-311
L-311
2 L-(24)11
1
299
L-(39)31
2 L-(39)31
4
1
L-310
2
1
1
L-313
L-312
L-(20)11 1
L-403
1
L-310
L-(20)10
1 L-(39)30
Demo. Plan- 00 Ground 1 Floor 1 : 50
No. A
B
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 - Demolition Plan- Grnd Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
Layout updated, Revised 2013/03/18 layout as Struct. Engi dwgs New walls added to 2013/08/16 current Phasing
L-221
Scale @ A1 Date 1 : 50
Date
03/25/13 22/10/2014 11:15:34
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 - Demolition Plan- 1st Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
Handrail Added, string 2013/08/15 sizes updated as meeting comments Layout changed as site 2013/08/22 meeting (20/8/13) Layout Updated 2014/02/28
L-222
Scale @ A1 Date 1 : 50
Date
03/25/13 22/10/2014 11:15:35
0
1
2
3
4
5
L-403 1
AA1
B
B1
Y
D D1
Z
D2 D3
E
1 1 L-313
2
L-310
1
L-(39)30
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
A
L-310
Description Layout changed as site meeting (20/8/13)
Demo. Plan- 02 Second 1 Floor 1 : 50
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 - Demolition Plan- 2nd Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-223
Scale @ A1 Date 1 : 50
03/25/13 22/10/2014 11:15:36
Date 2013/08/22
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
AA1
B1
B
Y
D
D1
New timber floor
D3
D2
Z
E
1 L-310
1
1
L-313
L-312
2 L-(39)30
New Foundation on C20 conc. as per notes below. Depth (minimum of 1meter) tba with building control 1 1 4 L-(39)30 L-(20)11 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
24
1
2b
L-(20)10 2 New brick pier from basement to second floor as L-312 struct. engineers details
Lightwell
900x1050 Window. Window wall to to align with wall above (see section)
1957
175
L-(24)12
377
DB.02 175
1000
3260
145
4
DB.04
1093
103
1000 1370 542
Dashed line indicates existing walls to be demolished
3083
Before making the doorway please check that the levels between No 3 & No 2 match
L-(24)11
1213
175
DB.05
2
1600
DB.03
4320 1143
1143
140
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
Cross bracing
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
1 L-311
1666
125
DB.01 1000
L-(39)31
2673
1143
125
1084
be investigated)
125
424 UP
1000
1
1294 Existing Floor (build-up to
1081
Proposed insulated concrete Floor
2 L-(24)11
295
125 15
3306
2610 750 2897
2343
125
T
1 Conc pier as per structural engi. details L-311
L-(24)12
TD T
L-(20)10
3
125 1022
727
1
2797
RED rectangle indicates depth of foundation to be checked and underpinned
2392
1
125
1200
T TD
504
250
100 250
250
1968 1
350
250
700
1109
915
175
3653
2307 3610
523 New conc. retaining wall to struct. engi. details
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
B
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
B1
Y
D
D1
Z
D2 D3
E
<>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 2 paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internallyL-(39)30 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.
<>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
- 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.
- 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
- 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
Architect / Designer
Phase 1-Const. Work Drawing-Basement
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
No. A B
C
D E F
Drg. No.
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 Updated Layout Changed
2013/02/22
L-250
Scale @ A1 Date 1 : 50
02/12/13 22/10/2014 11:15:37
2013/03/18
2013/03/26
2013/08/16 2014/02/28 2014/03/05
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
AA1
B1
B
Y
2741
New timber floor
D D1
2629
D3
Z
394
2
1
L-(39)30
L-310
New IC to be connected into exising sewer line
1 L-(39)30
to IC New soil pipe r to be laid ove ipe er p existing sew
Trial pits
line er w e wS e N
Existing Sewer line
Existing Sewer line 1066
2498
360
1554
DG.53a TD T
4151
1a
125
Existing Conc Floor
DG.31a 1640
DG.31
1484
1714 1837
TV
3 L-(39)31
DG.30a
centers
3074
2949
2683
2551
Existing Manhole
T TD
4
3256
3126
2b
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
1000
DG.53
779
Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out
1000
1557
1702
1668
1689
453
1116
125
2956
T TD
1031
836
824
2370
1369
wall centres
wall to center
Existing timber floor to be retained. Double up floor joist under partitions
125
2432
2540
1870
TV
Recessed Cupboard
DB.472
DG.01
Narrow Bedside
6
Cupboard with one fixed door pane
Pedestal Sink
T TD
TV
L-(39)31
3078
3081
TV
New Conc Floor: See notes below
5
558
TD T
3260 6352
3097
664
New column with base below
DG.27a
3097
2
125
100
147
100
953
DG.27
0 90
DG.26a
DG.25a
Hexagon indicates location of trial holes
100
2005
1596
1755
100
772
1030
450
1000
DG.26 974
DG.25
254
683
DG.50a
3877 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
L-311
3083
1000
DG.51
125
45
1689
80
DG.28
1
3260
862
1084
1
1472
682
870 1899
Cut hole in existing timber floor for stairs. Staircase UP to specialist 3045 manufacturers design
3
1078
DG.52
889
L-(24)11 Before making the doorway please check that the levels between No 3 & No 2 match
666
1747
2
0° 35.0
DG.28a Noggings between joist under floor. Fire stop in the floor void below.
125
794
1 L-311
4457
Hexagon indicates location of trial holes
FLOOR JOIST SPAN
Chimney wall to be demolished from underside of 2nd floor once supported on beams 937
125
455
1022
TV
1596
775
100
1200 FLOOR JOIST SPAN
955
3468
T TD
DG.29a
L-(24)12
DB.441
DG.29
Dashed line indicates existing walls to be demolished
L-310
Glazed roof over lightwell
1
1441
6330
125
130
130
1750
1000
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
300
1 L-(20)10
DG.30
1000
Black solid line indicates new wall as specs (see note below)
TD
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 125
1286
centers
1350
1533
2020
DG.54
1475
125
DG.32
1433
1558
126
125
3717
DB.79
1247 65
1000
1000
1604
DB.78 1570
1
100
4424
4101
4286
4101
2611
2396
TV
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
E
2592
Existing Concrete Floor
Black solid line indicates new wall as specs (see note below) Drawer Chest
160
DB.416
2
1200
00 Proposed Ground 1 1 Floor-Phase 1 : 50
4
1
1
L-313
L-312
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.
L-(20)10
<>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.)
L-310
727 1
<> 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.
1
L-310
L-403 Notes
Chimney wall to be demolished from underside of 2nd floor once supported on beams
1 L-(39)30
B
1903
B1
Y
394
D D1
Z
- 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.
<>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
- 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.
D2
<>New Walls (conti.)
- 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 E
E
Description
Date
Walls retained & sizes altered Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Updated Layout Changed
2013/02/22
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Const. Work Drawing-Gnd Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-251
Scale @ A1 Date 1 : 50
09/28/12 22/10/2014 11:15:42
2013/03/26
2013/08/16 2014/02/28 2014/03/05
L-403
0
Flooring Legend
1
2
3
4
Piping Legend
5
1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable
1
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
A1 A
B1
B
Y
D D1
D2 D3
Z
New timber floor
E
1 1
L-310
L-(20)11
1
1
L-313
L-312
2
1828
TV
TV
L-(39)30
FLOOR JOIST SPAN
707
1a
D1.28
3355 170
1435
1435
125
3260
156
1881
FLOOR JOIST SPAN
1000
250
250250
D1.27
1000
178
1000
463125
1792 1490
D1.27a 3380
5
611
TV
TV
2592
1837
3416
596
6 TD T
FLOOR JOIST SPAN
Chimney wall to be demolished from underside of 2nd floor once supported on beams
Black solid line indicates new wall as specs (see note below)
2592
D1.26a
79
1342 125
380
1769
1610
1122
FLOOR JOIST SPAN
1612
D1.26 125 528
T TD
L-(39)31
1682
37
TD T
2
125
D1.25a
Existing timber floor to be retained. Double up floor joist under partitions New steel columns from Ground floor to second floor as struct. engineers details
4
3083
1177
1831
2 L-(24)11
1644
1877
834
DB.199
1735
435
Existing roof to be demolished and replaced by new roof with steeper 53 deg. sloped roof
79
TV
540 125
834
1000
L-311
834
450
125
779
170
D1.25
1297
1
1347
1472
1000
D1.50 D1.50a
125
3
Cut hole L-(24)12 in existing timber floor for stairs. Staircase to specialist manufacturers design
997
1689
L-(39)31
D1.52
125 618
1002
UP484 2920
1342
1
125
1150 DN
125
1580 Before making the doorway please check that the levels between No 3 & No 2 match
1653
1
D1.51 1008
1764
L-(24)11
816
1652
D1.28a
Steel column to Struct. engi. details & specs
4921 250250250250250 3453
4638
L-311 2
D1.53
1662
980
450
937
2920
FLOOR JOIST SPAN
FLOOR JOIST SPAN
New steel column as struct. engineers details
1
309
75
D1.29a 125
1593
DB.183
3653
1438
TV
3408
L-(24)12
2926
100 1506
3002
TD T
1
D1.29
2b
2926
3411
3374
3311
3126 1200
1000
Black solid lines indicates new wall as specs (see note below)
L-310
GF/FF cavity wall as per notes below
125
1750
L-312
Proposed new timber Floor as specs
DB.182
6318
6306 2 4
Scafolding contractor to avoid supports in and around basement lightwell
100
1204
T TD
D1.30
263
New larger window to be substitued in lieu of existing window
1105
1000
2500
TD
T
2 2a
1200
D1.30a
Bathroom to be demolished & New window added New GF/FF cavity wall as per notes below
1285
125
Existing timber floor to be retained. Double up floor joist under partitions
1119 642
2551
L-(20)10
10 8 90 0
2807
FLOOR JOIST SPAN
Wall to be demolished form Ground to u/s 2nd floor for making bay
1000
3
1714
2070
Proposed new timber Floor as specs
1242
100
3 L-(39)31
125
440
TV
1661
360
100
4705
Existing timber floor to be retained. Double up floor joist under partitions
D1.54
1750
D1.31
125
713
130
125 1278
block window
178
125
125
925
1200
1000
125
T TD
T TD
2057
105
2932
5924
3388
4329
1643
829
1629
D1.31a
5051
905
105
3557
1076
1 676
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.
<>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
- 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.
No. B
- 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.
C
-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
D
- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster.
F G
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Const. Work Drawing-1st Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
E
Drg. No.
Description
Date
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 as site meeting (20/8/13) Layout Updated Layout Changed
2013/03/18
L-252
Scale @ A1 Date 1 : 50
08/01/12 22/10/2014 11:15:48
2013/03/26
2013/08/16 2013/08/22 2014/02/28 2014/03/05
L-403
0
Flooring Legend
1
2
3
4
5
Piping Legend 1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable
Existing Timber Floor
1
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
AA1
B1
B
Y
D D1
D2 D3
Z
New timber floor
E
1 2
L-310
1
1
L-313
L-312
L-(39)30
1
170
4032
1a
3
2 2a
L-(39)31 3
1350
2926
L-(20)10
420
2b 2 L-312
FLOOR JOIST SPAN
1084
3045
1684
Cut hole in existing timber floor for stairs. Staircase to specialist manufacturers design
1559
125
1000
22
25
D2.29
UP 3045
727
1669
125
D2.09
1624
160
1881
0
Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out
1593
105
1351
3083
4130
10630
880
1593 1721
1028 1000
253
1490
475
125
D2.25
5228 1347
265
125
D2.50
L-(24)11
4
1530
DN
1372
D2.10
1498 1490
1000
L-(39)31
1422
1593
D2.28
1
125
2
125
125
1102
D2.53
840
L-(24)11
125
D2.28a
2
1774
1652
1750
D2.52
FLOOR JOIST SPAN
1000
1 L-311
Black solid line indicates new wall as specs (see note below)
D2.25a 185
376
5
2592
125
6740
3489
2592
5579
Required Dimension y FLOOR JOIST SPAN
Steel beam at u/s 2nd floor to Struct. engi. details & specs
FLOOR JOIST SPAN
Existing timber floor to be retained. Double up floor joist under partitions 2 L-(39)31
New roof work : Rafters sizes to struct. engi details. Insulation as per specs.
6
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
1 L-(24)12
125
105
Generic 280mm
3
752
59 125
FLOOR JOIST SPAN
L-(24)12
3977 1554
125
1
3260
L-310
3653
See structural engineers drawings for detail & structural member sizes
4
4 L-310
727 1 L-310 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.
<> 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.)
L-(39)30
B1
<>New Walls (conti.)
Y
Z
- 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.
<>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
- 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.
- 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 E
Description
Date
Walls retained & sizes altered Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Updated Layout Changed
2013/02/22
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Const. Work Drawing-2nd Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-253
Scale @ A1 Date 1 : 50
09/29/10 22/10/2014 11:15:56
2013/03/18
2013/08/22 2014/02/28 2014/03/05
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
AA1
B
1
1
L-313
L-312
B1
Y
D D1
D2 D3
Z
E
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.
<> 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 “C” existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs;11x12.5mm studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc 1 plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and L-312skim. L-(39)30 infilled with 100mm Isowool APR1200 in the cavity using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster - 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 - Internal non- load bearing partitions between shower rooms and corridors –Metal Stud 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 <>New walls Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge 25kg/m². polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each 3mm plaster skim coat. 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 - Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least bedrooms to have a minimum mass of 25kg/m². 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 - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each closers. Lintols over door and window openings to be from the Catnic range unless otherwise side with sand/cement render, plaster skimmed. 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-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, - Internal non- load bearing partitions enclosing bedrooms: plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side skimmed on 18 mm plywood on Gypframe Service Support Plates. 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 - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm have a minimum mass of 25kg/m². Celotex PL4000, and 13mm lightweight plaster. (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be 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 rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the have a minimum mass of 25kg/m². terms and conditions of BBA certificate 00/3761
<>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
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Const. Work Drawing-Roof Plan
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-254
Scale @ A1 Date 1 : 50
08/27/13 22/10/2014 11:15:56
Date
0
1
2
3
4
5
Lounge 4425
65.7 m²
7000
Room 8 TD T
13.4 m² Lounge 37
Room
5473
15.5 m²
10 19.0 m²
Lounge 112.2 m²
DG.32
5079
DG.54a
Courtyard 7 46.7 m²
T TD
450
DG.25
Room 11
T TD
TV
14.9 m²
23
00 Proposed Ground 2 1 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.
<> 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.
<>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
- 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.
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
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 2-Const. Work Drawing-Gnd Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-261
Scale @ A1 Date 1 : 50
12/09/10 22/10/2014 11:15:59
23
Date
540
37
13.5 m²
25
Room
D1.25a
450
13.1 m²
26
Room
13.3 m²
29
Room TD T
T TD
14.8 m² 13.8 m²
13.9 m²
1400
40
Room
91.4 m²
33
Lounge
35
32
Room Room
1200
1505
10 12
13.6 m²
30
TV
Room
TD T
TD T
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 2-Const. Work Drawing-1st Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-262
Scale @ A1 Date 1 : 50
02/12/13 22/10/2014 11:16:01
Date
01 Proposed First 2 1 Floor-Phase 1 : 50
3718
14.0 m²
18
Room
13.7 m²
39
Room
14.0 m²
17
Room 6.3 m²
0
1
3064
38
Description
2860
Room
2
1064
3
4
5
3345
No.
15
22.6 m²
Room
16
Room
DN
25.5 m²
L-(24)20
5
0
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 2-Const. Work Drawing-2nd Floor
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-263
Scale @ A1 Date 1 : 50
02/12/13 22/10/2014 11:16:02
02 Proposed Second 2 1 Floor-Phase 1 : 50
5 4 3
Description
1
2
No.
Date
L-403 1
AA1
B1
B
Y
D
D1
D2
Z
D3
E
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
4320
1081
175
140
125
1000
125
25 8
70
1000
1294
DB.03
1000
3260
4
DB.04
379
1000
3083
175
DB.05
DB.01
DB.02310
2735
1143
1835
125
350
1143
1084
125
424 UP
1206
125
1729
1093
3997
3306
2897
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
D
Legend Notes: Dimension lines in Red indicates gridline to wall centres and wall to wall centres.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Basement Setting Out
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
E
Drg. No.
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
2013/02/22
L-280
Scale @ A1 Date 1 : 50
03/10/14 22/10/2014 11:16:03
2013/03/18
2013/03/26
2013/08/16 2014/03/05
L-403 1
AA1
B1
B
Y
2741
D D1
2629
D3
Z
E
394
DG.53a 580 125
2358
2396
2633
1554
4101
4161
1 100
1a
346 100
DG.30a
1441
6330
125
4032
300
130
DG.30
1000
1750
1200
920
5467
2 2a
2926
centers
3074
2949
2683
2551
1780
1714 1837
DG.54a
130
170
1484
centers
1475
125
243
DG.54
65
126
125 1350
2610
1000
1000 1593
1570
190
125
DG.32
1247
DG.31
3717
DB.79
1000
1640
125
1604
1717
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
6352
18 1472
1472
1347
3097
3260
3083
DG.27a 738
824
664
1697
100
100
100
1031
836
100
2432
5
1060
3078
1369
wall centres
wall to center
3081 125
125
2592
1158
450
125
1708
1116
DG.27
2476
453
DG.26a
DG.25a 953
100
2005
1043
1702
1689
1557
1755
1000
1810
0 90
772
1030
450
254
DG.26 974
DG.25
100
125 1000
1271
683
DG.50a
3877 125
1000
1229
125
1868
4
5614
653
1802
1586
DG.51
125
45
1002
DG.50
779
1347
1000
80
DG.28 1689
870
DG.52 1899
125
889
1653
1774
666
1593
862
3468
125
816
DG.28a 100
0째 35.0
937
1537
3260
1766
1596
2786
2540
1870
DB.472
DG.01
6
DB.416
160
2
727
B
L-403
1903
B1
Y
1200
394
D D1
Z
E
D2
Setout 00 Ground 1 1 Floor-Phase 1 : 50
No. A B
C D E
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Ground Floor Setting Out
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
Date
Walls retained & sizes altered Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Updated Layout Changed
2013/02/22
L-281
Scale @ A1 Date 1 : 50
01/31/14 22/10/2014 11:16:05
2013/03/26
2013/08/16 2014/02/28 2014/03/05
L-403 1
A1
B1
B
Y
D D1
D2 D3
Z
E
1828
A
707
105
3355
1643
2525
829
1744
5051
905
105 1629
1964
D1.31a 2142
1a
3562
1076
676
1
125
10 8 90 0
642
949
125
460
6318
125
1233 1000
1438
D1.29a
125
1435
3260
156
4
178
1000
125
D1.27a
1124
450 125
389 1122
3083
125
463
997
D1.26a
435
279
1792 1490
1000
D1.27
463
1769
125 528
1000
1644
178
1450
1610
1342
1612
D1.26 834
125
D1.25a 125
125 125
170 1593
1746
1038
1831
834
250250
1682 1000
450 540 125
125
274
1735
4884
834
1000
79
1342
1877
D1.25
1297
779
1000
D1.50a
125
1347
1472
1000
1591
D1.52
125
1002
125
D1.51
1774
450 1652
1764
125
1309
1150 DN
UP484 2920
1653
D1.28
D1.50
250
4921 250250250250250 3453
1513
3408
816
D1.28a
1689
125 980
937
1580
2920
1000
125
3
1434
125 618
4490
DB.183
309
3045
D1.53
1435
4552
4638
3653
2926
3002 75
1200
3311
3126
3374
D1.29
DB.182
2b
263
6306
1204
1000
D1.30
1105
2500
2 2a
1200
1506
884
1750
1285
125
D1.30a 100
2807
2932
2551
1714
2070
1000
1119
100
170
440
2926
715
360
1000
125
2463
1661
3992
D1.54
1242
1750
1367
125
713
1278
178
925
D1.31
125
2057
1000
1200
1323
125
178
5924
5
1548
611
79
3416
2592
2313
DB.199 596
6
37
2741
AA1
1
727
1903
394
B1
160
1200
Z
Setout 01First Floor-Phase 1
No.
1 : 50
B
C
D E F G
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-First Floor Setting Out
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
Date
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 as site meeting (20/8/13) Layout Updated Layout Changed
2013/03/18
L-282
Scale @ A1 Date 1 : 50
03/10/14 22/10/2014 11:16:06
2013/03/26
2013/08/16 2013/08/22 2014/02/28 2014/03/05
L-403 1
AA1
B1
B
Y
D D1
D2 D3
Z
E
1
2 2a
1350
2926
170
4032
1a
1222
3653
2770
420
2b
752
929
450
262
1899
1774
1000
D2.53 125
840
125
43
1767
125
D2.28
UP 3045
125
125
D2.28a
1652
D2.52
4
1472 1721
1669
125
125
1593
105
10630
880
D2.09
1593
D2.25 1000
160
125
1624
3083
DN
D2.50
1351
1472
253 1347
1000
D2.10
3260
1422
D2.29 125
125 831
3045
1821
1684
59
3045 105
1560
1047
1000
1550
3
1821
1844
1102
1819
125
892
265
125
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Second Floor Setting Out
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
E
Description
Date
Walls retained & sizes altered Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Changed
2013/02/22
L-283
Scale @ A1 Date 1 : 50
03/10/14 22/10/2014 11:16:08
2013/03/18
2013/08/22 2014/03/05
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
2425
100
No.
1
-02 Footpath Level
Description
Exsiting Verti. Section
-225
Date
-01 New Basement -2325
1 : 50
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-300
Scale @ A1 Date 1 : 50
03/22/13 22/10/2014 11:16:11
1 2
L-(39)31
L-(39)31
6
04 Roof Level
5
4
3
2b
12000
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 TOS 2nd floor 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
435
300 135
4
Phase 1 Section A (Verti)
1050
1050
mm clear 2107
2100
2860
2860
-225
-2325 1
1
2
1
2
L-(24)12
L-311
L-(24)11
L-(39)31
L-(39)31
Section Between No. 2 And No. 3 1
1 : 50
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)
-2325
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.
<> 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.
<>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
- 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.
- 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
Layout updated, Revised 2013/03/18 layout as Struct. Engi dwgs Layout changed as site 2013/08/22 meeting (20/8/13) Layout Changed 2014/03/05
-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
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Proposed Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-310
Scale @ A1 Date 1 : 50
Date
01/19/11 22/10/2014 11:16:14
AA1
1
B
L-312
B1
Y
D D1
Z
1 L-(39)30 1
4
L-313
L-310 1
04 Roof Level
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.
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.
<>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.
<>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
- 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.
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
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Proposed Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-311
Scale @ A1 Date 1 : 50
03/22/13 22/10/2014 11:16:16
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
B1
L-310L-(39)30
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.
<> 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.
<>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
- 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.
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
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Proposed Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-312
Scale @ A1 Date 1 : 50
08/29/13 22/10/2014 11:16:18
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.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-313
Scale @ A1 Date 1 : 50
01/09/14 22/10/2014 11:16:19
Date
Z
D1 D
Y
B1
B
A A1 2 L-300
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
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
-225
Existing South Elevation 1 : 50
No.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing Elevations
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-401
Scale @ A1 Date 1 : 50
08/30/13 22/10/2014 11:16:21
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.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing Elevations
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-402
Scale @ A1 Date 1 : 50
11/05/10 22/10/2014 11:16:24
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
A A1 1
1
L-312
L-313
1 L-(39)30 4 1
04 Roof Level
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 -02 Footpath Level
1
Proposed North Elevation
-225
No.
1 : 50
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 Elevations
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-403
Scale @ A1 Date 1 : 50
11/05/10 22/10/2014 11:16:26
Date
1
Existing 3D
No.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Existing Isometric
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-520
Scale @ A1 Date 11/01/10 22/10/2014 11:16:31
Date
2
Proposed 3D- RHS Front
No.
1
Description
Proposed 3D- LHS Front
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 Front Isometrics
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-530
Scale @ A1 Date 11/01/10 22/10/2014 11:16:37
Date
1
Proposed 3D- RHS Rear
No.
2
Description
Proposed 3D- LHS Rear
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1 Rear Isometrics
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-531
Scale @ A1 Date 08/27/13 22/10/2014 11:16:43
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Exiting Rear Works-3D
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-540
Scale @ A1 Date 08/30/13 22/10/2014 11:16:45
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed (Phase 1) Rear Roof Works
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-541
Scale @ A1 Date 08/30/13 22/10/2014 11:16:48
Date
ed n i a t re e b y to wn e o n d m on en Chi k e a d t a be n rem o t y ne nd tha sing m i h C fully a e re-u r care structu ks l c stee ged bri to s e l a i &t salv e p slo f o fill ro ing n i New h exist matc
New infill roof- slope & tiles to match existing
1
Proposed Front Works-3D No.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Proposed (Phase 1) Front Roof works
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-542
Scale @ A1 Date 09/02/13 22/10/2014 11:16:52
Date
2
Rear Roof Works 3D- View 1
No.
1
Description
Rear Roof Works 3D- View 2
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Rear Roof WorkIsometrics
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-543
Scale @ A1 Date 10/01/13 22/10/2014 11:16:58
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.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Renderings
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-550
Scale @ A1 Date 1:1
19/12/12 22/10/2014 11:16:58
Date
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Registration PlansBasement
Kunal Manani
Dzinelabs
82A HARROW VIEW, HARROW, HA1 4TE
7.1 m²
B2
Ironing
18.4 m²
B18
Store
3.2 m²
3.6 m²
5.0 m²
B16
Corridor
7.2 m²
B17
Store
B4
Linen
B3
Linen
16.4 m²
B1
Staff Room
Existing -01 Basement (after 1 extension) 1 : 75
No.
A
Drg. No.
1 : 75
Description
2nd Floor level dropped, Staircase layout & its treads/riser changes
L-(1)100
Scale @ A1 Date
08/01/14
22/10/2014 11:16:59
Date
2013/08/22
2.2 m²
B5
WC
17.0 m²
B15
3.9 m²
B12
Lift Room
Corridor
21.5 m²
B6
Plant Room
2.6 m²
B10
WC
New Lift Motor Room B20 5.1 m²
B14 18.9 m²
3.9 m²
B13
Room
15.9 m²
B11
Laundry
2.5 m²
B9
Wash Room
6.4 m²
B8
Dry Store
3.2 m²
B8a
Corridor
42.3 m²
B7
Kitchen
3.5 m² Veg Store
B7a
Office
8.0 m²
B19
Corridor
Not Enclosed
B21
Corridor
11.2 m²
B22
Room
9.1 m² UP
B23a
Staircase
1.7 m²
B23
Corridor
Not Enclosed
B24
Store
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Registration PlansGround Floor
Kunal Manani
Dzinelabs
82A HARROW VIEW, HARROW, HA1 4TE
1
12.7 m²
G07
Room
G02
13.9 m²
G01
13.8 m²
13.2 m²
G04
Room
Room
G09
13.4 m²
Room
G08
16.4 m²
13.9 m²
G03
Room
Room
Room
1 : 75
Existing Home-Ground Floor
14.1 m²
G06
Room
14.9 m²
G05
Room
No.
A
1 : 75
B C
Drg. No.
Description
Layout changed as site meeting (20/8/13) Layout Updated Layout Changed
L-(1)101
Scale @ A1 Date
04/24/14
22/10/2014 11:17:06
Date
2013/08/22
2014/02/28 2014/03/05
18.1 m²
14.5 m²
G10
Room G11
18.3 m²
G55
Reception
13.6 m²
G12
Room
Room
15.3 m²
171
Office
Total 28 Rooms
112.2 m²
G50
Lounge
8.9 m²
G50a
Lounge
Conservatory
18.0 m²
G13
Room
15.5 m²
G27
Room 13.7 m²
G26
Room
14.6 m²
G14
Room
14.9 m²
G28
Room
13.5 m²
G25
Room
16.6 m²
G16
Room
3.7 m²
218
Shower/WC
14.3 m²
G15
Room
13.4 m²
G24
Room
2
IC
DG.52 Lobby
Pedestal Sink
Narrow Bedside
13.6 m²
G20
Cupboard with one fixed door pane
1 : 75 0
1
2
3
4
5
Worktop
IC
DG.27a
Room
DG.27
DG.31
DG.29a
G51 DG.51G52 9.1 m²
DN Staircase
12.3 m²
G21
Room
13.5 m²
G22
Room
13.2 m²
G23
Room
Proposed Extension -Ground
Drawer Chest
Recessed Cupboard
G17 14.9 m²
13.9 m²
Room
rODDING POINTDG.26
Cupboard with one fixed door pane
DG.26a Room G19
DG.25
G18
Room
13.0 m²
DG.54a
IC
10.6 m²
11.1 m²m² 11.1
Library Shelving
G62
G63 G63
DG.32
Lounge
Lounge Lounge Quite
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Registration PlansFirst Floor
Kunal Manani
Dzinelabs
82A HARROW VIEW, HARROW, HA1 4TE
2
6.8 m²
F03
1 : 75
Existing Home-First Floor
18.4 m²
153
Corridor
152
Room
Redundant Room
151
Corridor
7.4 m²
154
Bathroom
13.3 m²
F04
Room
12.5 m²
F01
17.0 m²
F02
Room
Room
13.0 m²
Lounge
71.2 m²
150
Lounge
No.
A
B
Drg. No.
1 : 75
Description
Layout changed as site meeting (20/8/13) Layout Updated
L-(1)102
Scale @ A1 Date
04/25/14
22/10/2014 11:17:10
Date
2013/08/22
2014/02/28
16.7 m²
F05
Room
13.7 m²
F06
Room
13.3 m²
F07
Room
10.4 m²
154
Corridor
13.8 m²
F08
Room
13.3 m²
F09
Room
12.4 m²
F10
Room
13.1 m²
F23
Room
13.1 m²
155
Corridor
14.3 m²
F21
Room ?
13.3 m²
F11
Room
8.7 m²
156
Corridor
13.0 m²
F22
Room
5.5 m²
G77
WC
?
?
13.9 m²
F13
Room
15.1 m²
F12
Room
15.6 m²
F16
Room
20.0 m²
157
Corridor
D1.26
UP
DN
14.5 m²
158
Corridor
14.1 m²
F17
Room
D1.51
13.3 m²
F20
Room
D1.27
12.2 m²
F18
Room
13.0 m²
F19
Room
Proposed Extension -1st 1 Floor 1 : 75
37
13.5 m²
F14
Room
D1.25a
13.1 m²
F15
Room
11.8 m²
159
Corridor
30.1 m²
160
Lounge
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Registration PlansSecond Floor
Kunal Manani
Dzinelabs
82A HARROW VIEW, HARROW, HA1 4TE
2
S03 23.2 m²
S01
23.4 m²
1 : 75
Existing Home-Second Floor
Room
14.9 m²
251
Corridor
18.4 m²
S04
Room
Room
27.3 m²
S02
Room
No.
A
Drg. No.
1 : 75
Description
Layout changed as site meeting (20/8/13)
L-(1)103
Scale @ A1 Date
04/25/14
22/10/2014 11:17:17
Date
2013/08/22
14.1 m²
S05
Room
29.0 m²
254
Corridor
12.7 m²
S06
Room
12.2 m²
25.5 m²
22.6 m²
Cupboard between 2 steels
34.2 m²
255
Floor Finish: Lounge Carpet
Nurse Station
UP
Proposed Extension -2nd 1 Floor 1 : 75
S10
S07
S08
Room
DN
12.0 m²
S11
Room
Room
Room
17.2 m²
S09
Room
Vinyl Floor
23.3 m²
S12
Room
3
530
318
00 Ground Floor Lvl
-02 Footpath Level
100
2860
627
980
845
218
200
2107
1050
Lightwell
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.
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Wall Sections/Details
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-(20)10
Scale @ A1 Date As indicated
04/02/13 22/10/2014 11:17:17
Date
flat roof as specifcation below
1
Flat roof over dormeras per flat roof specs below
1a
2 2a
02 Second Floor Lvl 6600 New 2nd floor Lvl TOS 2nd 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.
<> 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.
<>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
- 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.
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
- 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Wall Sections/Details
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-(20)11
Scale @ A1 Date 1 : 20
10/17/13 22/10/2014 11:17:18
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
1
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
3453
252
916
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
UP
980
L-(24)11
424
286
250
250
L-311
250
250
1
250
1
2
250
160
10
980
L-(24)12
1662
Cut hole in existing timber floor for stairs. Staircase to specialist manufacturers design
10
30
L-311
2920
250
980
125
10
250
980
10
T
250
10 string
TD
250
980
250
250
L-(24)12
250
Keep gap minimum at this wall as to keep staircase away from door swings
930
250
980
980 980
40
L-(24)12
3
980
2710
1
250
250
L-(24)12
1
250
250
1
980
980
10
10
10
10
58
L-(24)11
UP
30
Keep gap minimum at this wall as to keep staircase away from door swings 125
484 100 mm between string & Gridline 4 for beam clearance
2920
1297
125
78
4
125
4
55
100
10
146
125
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
3 250
980
10
L-(24)12
250
250
870
L-311
UP
1213
Staircase G51
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser
9.1 m²
2 FLOOR JOIST SPAN
250
1899
250
DG.51 Door Opening Outside
L-(24)11
UP
78
55
10
1150
125
10160
205 250
980
L-(24)11
980
DG.52
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
10
250
30
930
30
250
250
250
980
980
980
1
10
980
1 L-(24)12
4
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
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Staircase Plans
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
2nd Floor level dropped, 2013/08/22 Staircase layout & its treads/riser changes Staircase layout & 2014/01/21 Internal well handrail change Handrail removed & new 2014/01/27 added, width changed
L-(24)10
Scale @ A1 Date 1 : 20
Date
03/18/13 22/10/2014 11:17:22
1
1
2
L-(24)12
L-311
L-(24)11
3
41
Y
D
D1
Z
1
L-310
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. thru 2 stairs) 1 : 20 No. A
B
C
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Staircase Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
2nd Floor level dropped, 2013/08/22 Staircase layout & its treads/riser changes Staircase layout & 2014/01/21 Internal well handrail change Handrail removed & new 2014/01/27 added, width changed
L-(24)11
Scale @ A1 Date 1 : 20
Date
08/15/13 22/10/2014 11:17:25
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. thru 1 stairs)1 1 : 20 Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Staircase Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-(24)12
Scale @ A1 Date 1 : 20
01/22/14 22/10/2014 11:17:32
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
1696
1548
1548
1695
3316
mm 9181
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
3 330
-2325
Beam resting on raised brick wall. Brick to be cladded in Tiles
Phase 1 Section F (Vertical Lift Well) 5 thru 1 : 25
6
SPECIFICATIONS - Load : 1000Kg - Persons : 12 to 13 - Travel : APPROX 9 mtrs - Stops : 4 Nos [01(basement),0,1,2] - Power supply : 415v. - Headroom : 3560mm - Stops 01-0 : site measure 0-1 : site measure 1-2 : site measure Pit : 1250 mm Machine room : Adjacent to lift shaft [basement] Key pads: : on levels 0,1,2 only Evacuation control : fire control in machine room Key switch on level 01 (basement) Lift Type : Felesa Single Cylinder Hydraulic Lift for
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Lift Well Plans & Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
No. A
B
C D
Drg. No.
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
2013/08/22
L-(24)20
Scale @ A1 Date As indicated
04/14/14 22/10/2014 11:17:34
2014/01/21
2014/01/27 2014/10/05
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
TD
TD
T
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
T TD
G20
G19 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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- M&E Plans (RCPs)
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description Layout Updated
L-(35)10
Scale @ A1 Date 1 : 50
04/08/13 22/10/2014 11:17:38
Date 2014/02/28
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- M&E Plans (RCPs)
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description Layout Updated
L-(35)11
Scale @ A1 Date 1 : 50
04/10/14 22/10/2014 11:17:40
Date 2014/02/28
AA1
B1
B
Y
D
D1
D2 D3
Z
E
1
1
L-310
1 L-313
1
1
4
AA1
L-(20)11
B
B1
Y
D D1
L-310
Z
D2 D3
E
1
1
L-(39)30 L-310 L-312L-(20)10
1
L-(20)11 2
1
1
L-313
L-312
2
L-(39)30
L-(39)30
1 L-(39)30
1a
1a
170
170
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
2926
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
2 2a
L-(39)31 UKC203x203x46
UKC203x203x46
2926
3
2 2a
2926
170
170
2 2a
4032
1a
4032
1
4032
1
4032
1
4 L-310
2b
2b
2b 1
2
2
L-(20)10
L-312
3653 C2.4/ UKC203x203x60
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
L-311
UP
2
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
1
3260
TD T
T
steel column base per structural engi. details
1
3
1
B2/ UKPFC200x90x30
1
C6.4/ SHS 80x80x8
C2.4/ UKC203x203x60
T TD
1
C6.3/ SHS 80x80x8
3260
New conc. retaining wall to struct. engi. details
3653
L-312
B3/ UKPFC200x90x30
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
1
2
160
3
727
1903
6
2 L-(39)31 C2.1/ UKC203x203x60
1200
4
L-310
2741
6
160
1200
1
5
L-310
394
2741 1
3234
B0/ UKC305x305x137
727
1903
394
4
L-(20)10 L-310 1
1
1
L-313
L-312
L-313
AA1
B
B1
Y
D
D1
Z
D2 D3
E
Structural- 0 Basement 1 2 -Phase 1 : 50
1 1 4 L-312 L-(20)10 L-310
AA1
B
B1
Y
D D1
Z
D2 D3
No.
Description
E
Structural- 00 Ground 1 1 Floor-Phase 1 : 50
A
Layout updated, Revised 2013/03/18 layout as Struct. Engi dwgs
NOTES: Exact settting out dimension to be measured by steel contractor
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Floor Plans
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-(39)10
Scale @ A1 Date 1 : 50
Date
03/08/13 22/10/2014 11:17:43
A
A1
B1
B
Y
D D1
Z
D2 D3
E
AA1
B1
B
Y
D D1
1
D2 D3
Z
E
1 2
L-310
2
L-310
L-(39)30
L-(39)30
1
1
1
1
L-313
L-312
L-313
L-312
1 676
1
3
2926 SB6/ UKC203x203x60
FB5/ UKB305x165x54
2926
FB4/ UKB178x102x19
FB3/ 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
SB4/ UKB178x102x19
UKC203x203x46 UKC203x203x46
2926
3355
Existing beam 203x103 mm 3 weight of joist.
supporting L-(39)31
2b 2
L-312
2 2a
170
2 2a
SB5/ UKC305x305x137
170
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
4032
1a
2b
L-312
4 L-310
4
3653 B202A/ UKPFC200x75x23
2
1
1
C3.1/ SHS100x100x10 B214A/ UKC203x203x46
2
316
L-(24)11 C3.3/ SHS100x100x10
B107/ UKB305x165x54
B208/ UKB305x165x54
DN
B215A/ UKC203x203x46 B211/ UKC203x203x46
B106B/ UKB203x133x30
B110/ UKB305x165x54
4
C1.1/ UKC203x203x46
C2.3/ UKC203x203x60
C3.6/ SHS100x100x10
3083
B108/ UKB254x146x37
B207/ UKC203x203x46
C4.1/ UKC152x152x37 C3.4/ SHS100x100x10
B109/ UKB178x102x19
C2.3/ UKC203x203x60
B208A/ UKB305x165x54
1 L-(39)31
B107A/ UKB305x165x54
2 L-(24)11
B210/ UKB178x102x19
B106/ UKB203x133x30
L-(39)31
UP
1 L-311
S209/ UKB254x146x37
4
1
B212/ UKB305x165x54
B110A/ UKB305x165x54
B212A/ UKB305x165x54
5
5 C3.5/ SHS100x100x10
2592
C3.8/ SHS100x100x10 UKC203x203x46
6
B112/ UKPFC180x90x26
L-(39)31
B213/ UKC203x203x52
B111/ UKB254x146x37
C3.7/ SHS100x100x10
B106C/ UKB203x133x30
2
C2.2/ UKC203x203x60
B215/ UKC203x203x46
C1.2/ UKC203x203x46
2592
C1.2/ UKC203x203x46
B213A/ UKC203x203x52
C2.2/ UKC203x203x60
C2.1/ UKC203x203x60
6
2 L-(39)31
B216/ UKC203x203x46
C2.1/ UKC203x203x60
B112A/ UKPFC180x90x26
2741
727
1903
394
160
3234
2741
1200
727
1903
394
160
0 0 1
1
L-313
L-312
4 L-310
1
2
3
4
1
1200
2
3
4
5
5 1
1
L-310
L-310 1 L-(39)30
Structural- 01 First 1 1 Floor-Phase 1 : 50
3
L-(24)12
B214/ UKC203x203x46
L-311
C1.1/ UKC203x203x46
UP
L-(24)11
3260
DN
C6.3/ SHS 80x80x8
B206/ UKB178x102x19
B104/ UKPFC200x90x30
C4.1/ UKC152x152x37
C3.2/ SHS100x100x10
B103/ UKPFC200x90x30
B102/ UKB254x146x37
1 L-311
B201/ UKC203x203x46
L-(24)12
C6.3/ SHS 80x80x8
B106A/ UKB203x133x30
B105/ UKB178x102x19
L-(24)12
1
SB9/ UKC203x203x60
B205/ UKPFC200x90x30
3
1
C6.1/ SHS 80x80x8
C2.4/ UKC203x203x60
B301/ UKC203x203x46
C6.1/ SHS 80x80x8
B204/ UKPFC200x90x30
B101A/ UKPFC200x75x23
B203/ UKC203x203x52
C2.4/ UKC203x203x60
FB6/ UKC203x203x46
B203A/ UKC203x203x52
B101B/ UKPFC200x75x23
B202B/ UKPFC200x75x23
3260
3653
L-310
Structural- 02 Second 1 2 Floor-Phase 1 : 50
No. A
B
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Floor Plans
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
Layout updated, Revised 2013/03/18 layout as Struct. Engi dwgs Steel Size updated as 2013/11/28 site survey
L-(39)11
Scale @ A1 Date 1 : 50
Date
02/12/13 22/10/2014 11:17:44
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
AA1
B
B1
Y
D D1
Z
D2 D3
E
AA1
B
1
1
1
1
L-313
L-312
L-313
L-312
4
B1
Y
D D1
Z
D2 D3
E
4 1
L-310
1
L-310
L-310
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
312
L-312
crank beam
RB01/ UKPFC200x90x30 C3.1/ SHS100x100x10
C3.2/ SHS100x100x10 1
C3.1/ SHS100x100x10
L-311
538 2
C3.4/ SHS100x100x10
B306/ UKC203x203x46
L-(24)11
C1.1/ UKC203x203x46
C3.3/ SHS100x100x10
1
4
B305/ UKPFC200x90x30
C3.3/ SHS100x100x10 1
50 R3 x5 13 0x / 5+ RS A
B309/ UKPFC200x90x30
50 R3 x5 13 0x / 5+ RS A
RB05/ UKPFC200x90x30 C3.5/ SHS100x100x10
5 B315/ UKC203x203x46
C1.2/ UKC203x203x46
C3.7/ SHS100x100x10
C3.8/ SHS100x100x10 2
C3.7/ SHS100x100x10
B313/ UKC203x203x46
B312/ UKPFC200x90x30
358
C3.6/ SHS100x100x10
RB06/ UKPFC200x90x30
C3.5/ SHS100x100x10 C3.6/ SHS100x100x10
A RS 5+ x 0 x5 50
SA +R
B314/ UKB178x102x19
B304,B308,B311/ UKPFC200x90x30
5 0x x5 50
4
C3.4/ SHS100x100x10 RB04/ UKPFC200x90x30
L-(39)31
B303,B307,B310/ UKPFC200x90x30
L-(39)31
C3.2/ SHS100x100x10
6
L-(39)31
5
RB07/ UKPFC200x90x30
B302/ UKPFC200x90x30
RB03/ UKPFC200x90x30
1 L-311
3
RB02/ UKPFC200x90x30
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
L-403
Structural- 04 Roof 1 2 Plan-Phase 1 : 50 No. A
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Floor Plans
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description Steel Size updated as site survey
L-(39)12
Scale @ A1 Date 1 : 50
02/12/13 22/10/2014 11:17:45
Date 2013/11/28
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
5 3495
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Joist Layout Floor Plans
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
4
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
Drg. No.
Description
L-(39)15
Scale @ A1 Date 1 : 50
09/26/13 22/10/2014 11:17:48
Date
AA1
B1
B
Y
D D1
D2 D3
Z
E
Phase 1- Joist Schedule
Reference Level
C16 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 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 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 Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 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
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
C24 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor Lvl C24 Timber- 50x200 00 Ground Floor Lvl C24 Timber- 50x200 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 Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl: 32 03 Second Ceiling Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 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 C24 Timber- 50x200: 60 Grand total
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
Type
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Joist Layout Floor Plans
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Type Count Mark
Length
Start Level Offset
1 1 1 3 17 2 2 3 1 1 2 4 10 2 2 2 6 60
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1.06 m 1.08 m 1.10 m 3.63 m 24.27 m 2.86 m 2.87 m 4.64 m 1.55 m 2.98 m 6.16 m 13.26 m 33.59 m 6.88 m 6.92 m 7.00 m 21.16 m 141.01 m
0 0 0 0 0 0 0 -20 -20 0 -20 0 0 0 0 -20 -20
1 2 2 3 1 1 2 8 2 2 2 9 6 3 44
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.67 m 2.86 m 2.87 m 4.64 m 1.55 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 -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 6 1 8 1 2 2 3 1 1 8 2 2 2 8 19 4 8 80
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.70 m 2.19 m 0.49 m 4.65 m 0.75 m 2.86 m 2.87 m 4.64 m 1.55 m 1.76 m 20.33 m 6.36 m 6.88 m 6.92 m 27.83 m 66.30 m 13.99 m 28.22 m 199.29 m
0 0 0 0 0 -348 -348 -348 -348 0 0 0 -348 -348 0 0 -348 -348
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
3 4 7
0 0
10.73 m 14.32 m 25.04 m
0 0
2 9 1 2 14
0 0 0 0
3.00 m 27.69 m 3.09 m 7.88 m 41.66 m
0 0 0 0
2 1 9 4 4 1 3 6 2 32
0 0 0 0 0 0 0 0 0
5.83 m 3.00 m 27.34 m 12.18 m 12.33 m 4.09 m 13.77 m 38.32 m 12.99 m 129.85 m
0 0 0 0 -348 0 0 0 0
1
0
3.34 m
0
1
0
3.59 m
0
1
0
3.63 m
0
1
0
3.63 m
0
1
0
3.63 m
0
1
0
3.63 m
0
1
0
3.64 m
0
7 60 286
25.09 m 221.64 m No.822.28 mDescription
Drg. No.
L-(39)16
Scale @ A1 Date 1 : 50
09/26/13 22/10/2014 11:17:49
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
2
3
1
00
100 10X
L-(24)11
10X1
100 10X
L-(24)12
100 10X
1
10X 100
2 L-(39)32
10X 100
L-312
L-(39)32
L-(39)31
iling Lvl U KC B 20 30 3x 1/ 20 3x 46
U KC B 20 31 3x 3/ 20 3x 46
UKC203x203x46 3
B213/ UKC203x203x52
C3.3/ SHS100x100x10 UKC203x203x46 C3.1/ SHS100x100x10
L-(20)10
2450
C3.7/ SHS100x100x10 C3.5/ SHS100x100x10
02 Second Floor Lvl 6600
UKC203x203x46
New 2nd floor Lvl 6293
B216/ UKC203x203x46
B201/ UKC203x203x46
TOS 2nd Floor B203A/ UKC203x203x52
6252
2852
B211/ UKC203x203x46 S209/ UKB254x146x37
B207/ UKC203x203x46 B106/ UKB203x133x30
B112/ UKPFC180x90x26
B106A/ UKB203x133x30
B112A/ UKPFC180x90x26 C2.2/ UKC203x203x60
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
-02 Footpath Level
No.
Description-225 -01 New Basement -2325
Structural- Phase 1 on Grid (Vertical) 2 D2 1 : 50 Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-(39)30
Scale @ A1 Date 1 : 50
05/03/13 22/10/2014 11:17:51
Date
1
1
L-313
L-312
AA1
B
B1
Y
D D1
Z
1 L-(39)30 4 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
New 2nd floor Lvl
02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor
6293
6293 6252
B210/ UKB178x102x19
46 20 3x 20 3x U KC
B107A/ UKB305x165x54 2
01 First Floor Lvl 3420
C1.1/ UKC203x203x46 FB5/ UKB305x165x54
Detail similar to Detail 21
46 U KC
00 Ground B6A/ UKB305x165x54
B6/ UKB305x165x54
FB1/ UKB305x165x46
Detail 21
20 3x 20 3x
10 X1 00
00 X1 10
3420
3090
3090
B108/ C2.3/ UKB254x146x37 UKC203x203x60
B109/ UKB178x102x19
B107/ UKB305x165x54
01 First Floor Lvl
FB2/ UKB305x165x46
46
6172
255
L-(24)11 C4.1/ UKC152x152x37
beam on partywall
Detail 18
20 3x 20 3x
100 10X
Detail 22
46
3087
2522
3087
S209/ UKB254x146x37 10X 100
Detail 17
Detail similar to Detail 21
Floor Lvl
U KC
B207/ UKC203x203x46
SB6/ UKC203x203x60
SB5/ UKC305x305x137
20 3x 20 3x
41
B208/ UKB305x165x54
SB1/ UKB305x165x46
U KC
10X 100
2798
03 Second Ceiling Lvl
00 Ground Floor Lvl
100
-02 Footpath Level 100 -225
-02 Footpath Level -225
2400
00 X1 10
10 X1 00
C4.2/ UKC152x152x23
For details see structural engineer's drawings # 107 -01 New Basement -2325
Structural- Phase 1 on Grid 4 1 (Hori) 1 : 50 1
1
1
L-313
L-312
L-(39)30
AA1
B
3
B1
Y
D D1
Structural- Phase 1 on Grid 2 1 : 50
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
C1.2/ UKC203x203x46
B111/ UKB254x146x37
B110/ UKB305x165x54
B109/ UKB178x102x19
3077
B210/ UKB178x102x19
B213/ UKC203x203x52
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 2013/03/26 partitions stud updated to 75mm, additional dims added
-01 New Basement -2325
Structural- Phase 1 on Grid 5 2 (Hori) 1 : 50 Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Sections
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-(39)31
Scale @ A1 Date 1 : 50
Date
05/03/13 22/10/2014 11:17:53
5
2
6
L-(39)31
1209 210
1209
999
70x70 or 75x75 support angles for parapet brickwork. Please calc ht of existing brick courses for ascertaining angle
03 Second Ceiling Lvl
999
999
9050
135 1798
1799
2798
째 .00
째 .00
135
Front crank beam profile
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
00째 135 .
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
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1-Crank Beam Details
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-(39)32
Scale @ A1 Date 1 : 25
12/02/13 22/10/2014 11:17:54
Date
Structure 3d - Phase 1 (Rear 3 LHS)
No.
Structure 3d - Phase 1 (front 2 RHS)
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Isometrics
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Description
L-(39)50
Scale @ A1 Date 06/02/11 22/10/2014 11:17:56
Date
Phase 1- Joist Schedule
Reference Level
Type Count Mark
Type
C16 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 00 Ground Floor Lvl C16 Timber- 50x200 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 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 Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 02 Second Floor Lvl C16 Timber- 50x200 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
C24 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor Lvl C24 Timber- 50x200 00 Ground Floor Lvl C24 Timber- 50x200 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 Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl: 32 03 Second Ceiling Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 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 C24 Timber- 50x200: 60 Grand total
Structure 3d - Phase 1 First 2 Floor
No.
1 1 1 3 17 2 2 3 1 1 2 4 10 2 2 2 6 60
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1.06 m 1.08 m 1.10 m 3.63 m 24.27 m 2.86 m 2.87 m 4.64 m 1.55 m 2.98 m 6.16 m 13.26 m 33.59 m 6.88 m 6.92 m 7.00 m 21.16 m 141.01 m
0 0 0 0 0 0 0 -20 -20 0 -20 0 0 0 0 -20 -20
1 2 2 3 1 1 2 8 2 2 2 9 6 3 44
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.67 m 2.86 m 2.87 m 4.64 m 1.55 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 -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 6 1 8 1 2 2 3 1 1 8 2 2 2 8 19 4 8 80
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.70 m 2.19 m 0.49 m 4.65 m 0.75 m 2.86 m 2.87 m 4.64 m 1.55 m 1.76 m 20.33 m 6.36 m 6.88 m 6.92 m 27.83 m 66.30 m 13.99 m 28.22 m 199.29 m
0 0 0 0 0 -348 -348 -348 -348 0 0 0 -348 -348 0 0 -348 -348
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
3 4 7
0 0
10.73 m 14.32 m 25.04 m
0 0
2 9 1 2 14
0 0 0 0
3.00 m 27.69 m 3.09 m 7.88 m 41.66 m
0 0 0 0
2 1 9 4 4 1 3 6 2 32
0 0 0 0 0 0 0 0 0
5.83 m 3.00 m 27.34 m 12.18 m 12.33 m 4.09 m 13.77 m 38.32 m 12.99 m 129.85 m
0 0 0 0 -348 0 0 0 0
1
0
3.34 m
0
1
0
3.59 m
0
1
0
3.63 m
0
1
0
3.63 m
0
1
0
3.63 m
0
1
0
3.63 m
0
1
0
3.64 m
0
7 60 286
Description
Structure 3d - Phase 1 1 Basement & Ground Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Phase 1- Structural Isometrics Showing Joists
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
Length
Start Level Offset
L-(39)51
Scale @ A1 Date 09/24/13 22/10/2014 11:17:58
25.09 m 221.64 m 822.28 m
Date
Phase 1- Structural Beams & Bracing
Reference Level
Mark
-01 New Basement -01 New Basement -01 New Basement -01 New Basement: 2 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
B2 B3 B4 B5 B6 B6A B7
Start Level Type Mark Length Volume Offset
Type
10X100 10X100
11 11
3.64 m 0.003 m³ 3.87 m 0.004 m³ 7.51 m 0.007 m³
10X100 10X100 90x90x8RSA 90x90x8RSA UKPFC200x90x30 UKPFC200x90x30 UKB203x133x25 UKB203x133x30 UKB305x165x54 UKB305x165x54 UKB203x133x25
11 11
6.20 m 6.18 m 2.84 m 2.56 m 3.50 m 3.50 m 3.32 m 3.50 m 5.53 m 1.62 m 3.08 m 41.83 m
9 9 15 4 7 7 15
00 Ground Floor Lvl: 11 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
B101A B101B B102 B103 B104 B105 B106 B106A B106B B106C B107 B107A B108 B109 B110 B110A B111 B112 B112A
10X100 10X100 UKPFC200x75x23 UKPFC200x75x23 UKB254x146x37 UKPFC200x90x30 UKPFC200x90x30 UKB178x102x19 UKB203x133x30 UKB203x133x30 UKB203x133x30 UKB203x133x30 UKB305x165x54 UKB305x165x54 UKB254x146x37 UKB178x102x19 UKB305x165x54 UKB305x165x54 UKB254x146x37 UKPFC180x90x26 UKPFC180x90x26
11 11 14 14 9 9 9 2 4 4 4 4 7 7 9 2 7 7 9 16 16
01 First Floor Lvl: 21
Base Level -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
Phase 1- Structural Beams & Bracing
Top Level
6.06 m 6.07 m 1.05 m 1.29 m 3.32 m 3.68 m 3.68 m 3.55 m 3.47 m 3.76 m 3.64 m 3.64 m 5.54 m 1.58 m 3.12 m 3.09 m 5.57 m 1.54 m 2.55 m 3.06 m 3.06 m 72.31 m
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
-280 -280 -25 -25 -25 -25 -25 -25 -25
0.121 m³
0.006 m³ 0.006 m³ 0.003 m³ 0.004 m³ 0.014 m³ 0.013 m³ 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
-275 -275 -225 -255 -255 -275 -255 -225 -245 -245 -255 -255 -255 -245 -245 -245 -245 0 -630
Reference Level
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 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 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 New 2nd floor Lvl
Mark
B201 B202A B202B B203 B203A B204 B205 B206 B207 B208 B208A B210 B211 B212 B212A B213 B213A B214 B214A B215 B215A B216 S209
02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl
10X100 10X100
0.61 m 1.05 m 1.83 m 0.61 m 1.17 m 1.22 m 5.01 m 3.76 m 1.08 m 1.29 m 3.26 m 3.32 m 3.68 m 3.68 m 3.67 m 3.47 m 5.48 m 1.58 m 3.09 m 3.64 m 5.52 m 1.65 m 2.55 m 2.59 m 0.73 m 0.73 m 0.73 m 0.73 m 3.64 m 3.12 m 74.44 m
4 8 14 14 20 20 9 9 2 8 7 7 2 8 7 7 20 20 8 8 8 8 8 9
11 11
03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl
50x50x5+RSA 10X100
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
-100 167 0 0 0 0
-41 -41 -41 -41 -41 -41 -200 -41 -255 -20 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41
0.341 m³
6.54 m 0.004 m³ 3.15 m 0.003 m³
11
Base Offset
0.000 m³ 0.001 m³ 0.001 m³ 0.000 m³ 0.001 m³ 0.001 m³ 0.019 m³ 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
Reference Level
6.08 m 0.006 m³ 6.11 m 0.006 m³ 12.19 0.012 m³ m
02 Second Floor Lvl: 2
C1 C2 C3 C6 C6 C6
04 Roof Level
50x50x5+RSA 50x50x5+RSA 50x50x5+RSA 50x50x5+RSA 50x50x5+RSA 50x50x5+RSA UKB203x133x30 UKC203x203x46 UKPFC200x75x23 UKPFC200x75x23 UKC203x203x52 UKC203x203x52 UKPFC200x90x30 UKPFC200x90x30 UKB178x102x19 UKC203x203x46 UKB305x165x54 UKB305x165x54 UKB178x102x19 UKC203x203x46 UKB305x165x54 UKB305x165x54 UKC203x203x52 UKC203x203x52 UKC203x203x46 UKC203x203x46 UKC203x203x46 UKC203x203x46 UKC203x203x46 UKB254x146x37
New 2nd floor Lvl: 30
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 C1 C3 C3 C3 C3 C3 C3 C3 C3
Start Level Type Mark Length Volume Offset
Type
Structural Column Material Takeoff Column Location Mark Family and Type
Type Mark
Phase 1- Structural Beams & Bracing
Top Offset
Height
Material: Volume
0 11.48 m -41 8.41 m -305 2.12 m -200 2.23 m -200 2.23 m -200 2.23 m
0.07 m³ 0.06 m³ 0.01 m³ 0.00 m³ 0.00 m³ 0.00 m³
0
03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl
Type
10X100 10X100 10X100 10X100 10X100 10X100 10X100 10X100 10X100 UKC203x203x46 UKC203x203x46 UKPFC150x90x24 UKPFC150x90x24 90x90x8RSA 100x10 100x10 B301 UKC203x203x46 B302 UKPFC200x90x30 B303,B307, UKPFC200x90x30 B310 B304,B308, UKPFC200x90x30 B311 B305 UKPFC200x90x30 B306 UKC203x203x46 B309 UKPFC200x90x30 B312 UKPFC200x90x30 B313 UKC203x203x46 B314 UKB178x102x19 B315 UKC203x203x46 R313 50x50x5+RSA
11 11 11 11 11 11 11 11 11 8 8
8 9 9
3.08 m 3.11 m 3.10 m 3.11 m 3.10 m 3.12 m 3.08 m 3.12 m 3.06 m 0.18 m 0.27 m 2.78 m 2.78 m 2.59 m 3.81 m 4.55 m 2.26 m 0.29 m 5.97 m
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 m³ 0.001 m³ 0.009 m³ 0.009 m³ 0.003 m³ 0.004 m³ 0.004 m³ 0.013 m³ 0.001 m³ 0.023 m³
0 0 -36 -36 0 0 0 0 0 0
9
5.97 m 0.023 m³
0
9 8 9 9 8 2 8
0.29 m 5.47 m 0.29 m 0.29 m 1.63 m 3.09 m 5.47 m 6.36 m 91.91 m
0 0 0 0 3 0 0 0
03 Second Ceiling Lvl: 30 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 04 Roof Level: 8
RB01 RB02 RB03 RB04 RB05 RB06 RB07 RB08
UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30
9 9 9 9 9 9 9 9
Grand total: 104
Structural Material
0.26 m 1.02 m 1.02 m 0.26 m 0.26 m 1.12 m 1.04 m 0.19 m 5.15 m 305.34 m
0.001 m³ 0.033 m³ 0.001 m³ 0.001 m³ 0.008 m³ 0.007 m³ 0.034 m³ 0.004 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 m³
Ordering Batch
Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 50-355 Metal - Steel 50-355 Metal - Steel 50-355
0
0
9.28 m
0.05 m³ Metal - Steel 43-275
-265 -265 -2800 -400 0 0
-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
A1-1a A(-3373)-1a
0 0
-300 -300
2.88 m 2.88 m
0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel 43-275
Timber: 140x140
Y(90)-6(-1033)
0
0
2.76 m
Timber: 140x140
Z(-429)-6(-1038)
0
0
2.76 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 Lumber 0.05 m³ Wood - Dimensional Lumber 0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa
Timber: 140x140
D1(921)-5(240)
0
-700
2.25 m
Grand total: 28
Mark
Start Level Type Mark Length Volume Offset
Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 50-355 Metal - Steel 50-355
0.04 m³ Wood - Dimensional Lumber 0.70 m³
No.
Description
Total weight= Vol of beams + Vol of columns x 7.85 = 11.85 tons * *(note that needle beam B0 & B1 under column C2.1 & C2.2 on gridline 5 & 6 is free issue to contactor)
Project
Drawing Title
Architect / Designer
Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND
Batch 2- Beams and Columns Schedule
Kunal Manani
Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE
Drg. No.
L-(39)100
Scale @ A1 Date 05/01/13 22/10/2014 11:17:59
Date
0 0 0 0 0 0 0 0