Nursing Home Project

Page 1

Sheet List Drawing Set Type

Sheet Number

Sheet Name

-L-(1)100

Drawing Issue Sheet Registration Plans- Basement

001- Site Plans 001- Site Plans 001A- Registration Plans 001A- Registration Plans 001A- Registration Plans 002- Existing Plans 002- Existing Plans 002- Existing Plans 002- Existing Plans 002- Existing Plans 002A- Phase 1 General Arrangement Plan 002A- Phase 1 General Arrangement Plan 002A- Phase 1 General Arrangement Plan 002A- Phase 1 General Arrangement Plan 002B- Demolition Plans 002B- Demolition Plans 002B- Demolition Plans 002B- Demolition Plans 002C- Bulding Regulation Drawings 002C- Bulding Regulation Drawings 002C- Bulding Regulation Drawings 002C- Bulding Regulation Drawings 002C- Bulding Regulation Drawings 002D- Bulding Regulation Drawings 002D- Bulding Regulation Drawings 002D- Bulding Regulation Drawings 002E- Phase 1 Setting Out Plans 002E- Phase 1 Setting Out Plans 002E- Phase 1 Setting Out Plans 002E- Phase 1 Setting Out Plans 003- Sections 003- Sections 003- Sections 003- Sections 003- Sections 003- Sections 003- Sections 003- Sections 004- Elevations 004- Elevations 004- Elevations 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 005- 3Ds and Pespective 024- Staircase 024- Staircase 024- Staircase 031- Door Window Schedules 031- Door Window Schedules 032-Shedules 035- M & E Drawings 035- M & E Drawings 039- Structural Drawings 039- Structural Drawings 039- Structural Drawings 039- Structural Drawings 039- Structural Drawings

L-(1)110 L-110 L-111 L-(1)101 L-(1)102 L-(1)103 L-200 L-201 L-202 L-203 L-204 L-210 L-211 L-212 L-213 L-220 L-221 L-222 L-223 L-250 L-251 L-252 L-253 L-254 L-261 L-262 L-263 L-280 L-281 L-282 L-283 L-300 L-310 L-311 L-312 L-313 L-(20)10 L-(20)11 L-(24)20 L-401 L-402 L-403 L-520 L-530 L-531 L-540 L-541 L-542 L-543 L-550 L-(24)10 L-(24)11 L-(24)12 C-(31)100 C-(31)200 L-(50)100 L-(35)10 L-(35)11 L-(39)10 L-(39)11 L-(39)12 L-(39)30 L-(39)31

AS BUILT WITH ROOM NUMBERS Proposed Phase 1- Fire Zones Proposed Phase 1- Fire Zones Registration Plans- Ground Floor Registration Plans- First Floor Registration Plans- Second Floor Existing- Basement Existing- Ground Floor Existing- First Floor Existing- Second Floor Existing- Roof Plan Phase 1- Basement GA Plan Phase 1- Ground Floor GA Plan Phase 1- First Floor GA Plan Phase 1- 2nd Floor GA Plan Phase 1 - Demolition Plan- Basement Phase 1 - Demolition Plan- Grnd Floor Phase 1 - Demolition Plan- 1st Floor Phase 1 - Demolition Plan- 2nd Floor Phase 1-Const. Work Drawing-Basement Phase 1-Const. Work Drawing-Gnd Floor Phase 1-Const. Work Drawing-1st Floor Phase 1-Const. Work Drawing-2nd Floor Phase 1-Const. Work Drawing-Roof Plan Phase 2-Const. Work Drawing-Gnd Floor Phase 2-Const. Work Drawing-1st Floor Phase 2-Const. Work Drawing-2nd Floor Phase 1-Basement Setting Out Phase 1-Ground Floor Setting Out Phase 1-First Floor Setting Out Phase 1-Second Floor Setting Out Existing Sections Phase 1- Proposed Sections Phase 1- Proposed Sections Phase 1- Proposed Sections Proposed Sections Wall Sections/Details Wall Sections/Details Lift Well Plans & Sections Existing Elevations Existing Elevations Phase 1 Elevations Existing Isometric Phase 1 Front Isometrics Phase 1 Rear Isometrics Exiting Rear Works-3D Proposed (Phase 1) Rear Roof Works Proposed (Phase 1) Front Roof works Rear Roof Work- Isometrics Renderings Staircase Plans Staircase Sections Staircase Sections Phase 1- Door Schedule Phase 1- Window Schedule Floor Finishes Shedule Phase 1- M&E Plans (RCPs) Phase 1- M&E Plans (RCPs) Phase 1- Structural Floor Plans Phase 1- Structural Floor Plans Phase 1- Structural Floor Plans Phase 1- Structural Sections Phase 1- Structural Sections

039- Structural Drawings 039- Structural Drawings 039- Structural Drawings 039a- Joist Layout Drawings 039a- Joist Layout Drawings 039a- Joist Layout Drawings

L-(39)32 L-(39)50 L-(39)100 L-(39)15 L-(39)16 L-(39)51

099- Temp Works

T-(01)100

Phase 1-Crank Beam Details Phase 1- Structural Isometrics Batch 2- Beams and Columns Schedule Phase 1- Joist Layout Floor Plans Phase 1- Joist Layout Floor Plans Phase 1- Structural Isometrics Showing Joists Temp Scaffolding 3D

Current Revision

A

Current Revision Date Date

Current Revision Description

B B A C B A A A

2013/08/22 2nd Floor level dropped, Staircase layout & its treads/riser changes 2014/02/28 Layout Updated 2014/02/28 Layout Updated 2014/02/28 Layout Updated 2014/03/05 Layout Changed 2014/02/28 Layout Updated 2013/08/22 Layout changed as site meeting (20/8/13) 2013/02/22 Walls retained & sizes altered 2013/02/22 Walls retained & sizes altered

D D B B

2014/03/05 2014/03/05 2014/02/28 2014/10/05

Layout Changed Layout Changed Layout Updated Site Levels Changed

B C A F E G E

2013/08/16 2014/02/28 2013/08/22 2014/03/05 2014/03/05 2014/03/05 2014/03/05

New walls added to current Phasing Layout Updated Layout changed as site meeting (20/8/13) Layout Changed Layout Changed Layout Changed Layout Changed

E E G D

2014/03/05 2014/03/05 2014/03/05 2014/03/05

Layout Changed Layout Changed Layout Changed Layout Changed

C

2014/03/05 Layout Changed

D

2014/10/05 Site Levels Changed

C C

2014/01/27 Handrail removed & new added, width changed 2014/01/27 Handrail removed & new added, width changed

A A A B A

2014/02/28 2014/02/28 2013/03/18 2013/11/28 2013/11/28

A

2013/03/26 Grids updated, Internal partitions stud updated to 75mm, additional dims added

Layout Updated Layout Updated Layout updated, Revised layout as Struct. Engi dwgs Steel Size updated as site survey Steel Size updated as site survey

Designed By Kunal Manani Designer

Drawing Issued Yes

Designer Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani

Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani Kunal Manani

Yes Yes Yes Yes Yes Yes

Kunal Manani

Yes

No.

Description

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Drawing Issue Sheet

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

--

03/22/13 08/04/2021 17:23:23

Date


Orignal Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl

DG.54hh DB.01 DB.02 DB.03 DB.04 DB.05 DG.25 DG.25a DG.26 DG.26a DG.27 DG.27a DG.28 DG.28a DG.29 DG.29a DG.30 DG.30a DG.31 DG.31a DG.32 DG.50 DG.50a DG.51 DG.52 DG.53 DG.53a

Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Exterior

1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1140 x 2110mm Dbl Swing 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm

Single Door for with VP Room Doors with Magnets linked to Fire Alarm Single Door for with VP Single Door for with VP Internal Asymmetric Door Double Swing Door with VP & Alarm linked Magnet Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Room Doors with Magnets linked to Fire Alarm Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Double Swing Door with VP & Alarm linked Magnet Door to Shower Room Single Door for with VP Single Door for with VP Double Swing Door with VP & Alarm linked Magnet External Hardwood Glazed Doors

1000 1000 1000 1000 1000 1000 1000 900 1000 900 1000 900 1000 900 1000 1000 1000 900 1000 900 1000 1000 900 1000 1000 1000 1000

44 44 44 44 32 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44

FD60s FD30s FD60s FD60s

00 Ground Floor Lvl 00 Ground Floor Lvl

DG.54 DG.54a

Interior Exterior

1000 x 2100mm 2020 x 2110mm 2

Double Swing Door with VP & Alarm linked Magnet

1000 2020

44 44

FD60s

00 Ground Floor Lvl 00 Ground Floor Lvl

DG.54i DG.54j

Interior Interior

Room Doors with Magnets linked to Fire Alarm Accordion Door

1000 1829

44 13

FD30s

01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl Grand total: 67

D1.25 D1.25a D1.26 D1.26a D1.27 D1.27a D1.28 D1.28a D1.29 D1.29a D1.30 D1.30a D1.31 D1.31a D1.50a D1.51 D1.52 D1.53 D1.54 DG.54d DG.54ee DG.54ii DG.54m D2.09 D2.10 D2.25 D2.25a D2.29 D2.52 D2.53 DG.54g D2.28 D2.28a D2.50 DG.54k DG.54l

Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior

1000 x 2100mm Height 8' 0" - Single - Sliding Jamb 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 0800 x 2100mm 1250 x 2100 mm 1510 x 2110mm Dbl Swing 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 1000 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 1000 x 2100mm 900 x 2100mm 1000 x 2100mm 0900x2100mm ShowerDoor 0900x2100mm ShowerDoor

Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Door to Shower Room Double Leaf Door to Storage Single Door for with VP Single Door for with VP Double Swing Door with VP & Alarm linked Magnet Double Swing Door with VP & Alarm linked Magnet Double Swing Door with VP & Alarm linked Magnet

1000 900 1000 900 1000 900 1000 900 1000 900 1000 900 1000 900 900 1000 1000 1000 1000 1000 800 1250 1510 1000 1000 1000 900 1000 1000 1000 900 1000 900 1000 900 900

44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 44 50

FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD60s FD60s FD60s FD60s FD60s FD60s

Internal Asymmetric Door Room Doors with Magnets linked to Fire Alarm Room Doors with Magnets linked to Fire Alarm Room Doors with Magnets linked to Fire Alarm Door to Shower Room Room Doors with Magnets linked to Fire Alarm Single Door for with VP Single Door for with VP Door to Shower Room Room Doors with Magnets linked to Fire Alarm Double Swing Door with VP & Alarm linked Magnet Door to Shower Room Door to Shower Room

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Door Schedule

32 44 44 44 44 44 44 44 44 44 44 44 44

FD60s FD30s 0 FD30s 0 FD30s 0 FD30s 0 FD30s FD30s FD30s 0 FD30s 0 FD30s FD60s 0 FD60s FD60s FD60s 0

2050 2050 2050 2060 2050

2050

FD60s 0 0

Signage

Vision Panel

916 916 916 726 916

916

2050 2050 2050 1990

916 916 916 897

2050 2000

916 957

Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Hardwoo d-Painted Painted Hardwoo d-Painted Painted

1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 No

1

1

1 1 1 1 1

1 1

1 1

1

1 1

1

1 1

1

1 1

1

1 1

1

1 1

1

1 1

No

1

Yes

1 1 1

1 1 1 1

1

1

3 4

1

No Yes

0

3 2 2 6 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 4

Fire Door-Keep Shut Fire Door-Keep Shut Fire Door-Keep Locked Yes Fire Door-Keep Shut

Yes

Fire Door-Keep Shut

Yes Yes Yes

Fire Door-Keep Shut Fire Door-Keep Shut Fire Door-Keep Shut

Yes

Fire Door-Keep Shut

1

1

1

1

3

Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted

1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1

1

1

3 3 3 3 3 3 3 3 3 3 3 3 3 3 6 2 2 3 3

Yes Yes Yes Yes

Fire Door-Keep Locked Fire Door-Keep Shut Fire Door-Keep Shut Fire Door-Keep Shut Fire Door-Keep Shut

1 1 1 1 1 1 1 1 1

1 1 1 1 1

2050 2050

Painted 926 Painted Painted Painted Painted Painted Painted 916 Painted 916 Painted

3 3 3 3 3 3 3 2 2

Yes Yes

Fire Door-Keep Shut Fire Door-Keep Shut

1 1 1

1

2050

Painted Painted 916 Painted

3 3 3

Yes

Fire Door-Keep Shut

62

25

No.

Description

2050 2050 2050 2050 2050

916 916 916 916 916

No

Yes Yes

1 1

2060 FD30s FD30s FD30s 0 FD30s FD60s FD60s 0 FD30s

Finish

S/s Butt Hinges

Width

DoorCloser

Description

Push Plate + D-handle (Pair)

Structural Size

Maglock + Keypad

Function

Door Door Panel Panel Height Width

Thumb Turn+Handle

Mark

Fire Rating

Kick Plate

Level

Door Thicknes s

Lock+Lever Handle (Pair)

Door Schedule

1 1

1 1

1

1 1

1

1 1

1

1 1

1

1 1

1

1 1 Yes No No

1 1 1 1

1 1 1 1

1 1 1 1 1 1

1 Yes

1 1

1 1 1 1

1 No

17

1

15

1

40 180

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

C-(31)100

11/30/10 08/04/2021 17:23:26

Date


Window Schedule Level -01 New Basement 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl

Family Dbl All Bars Dbl All Bars Dbl All Bars Double Shutter(Mullions) with Openable Glass M_Fixed M_Fixed Dbl All Bars Dbl All Bars Double Shutter(Mullions) with Openable Glass Double Shutter(Mullions) with Openable Glass Dbl All Bars Double Shutter(Mullions) with Openable Glass Dbl All Bars Double Shutter Tpl All Bars Double Shutter Dbl Horz Bars M_Casement 3x3 with Trim Dbl Horz Bars FAKRO_fpp-w_r FAKRO_fpp-w_r

Operation DoublePanelVertical DoublePanelVertical DoublePanelVertical

Mark

Type Mark

Count

Type

Head Height

Sill Height

Height

Width

424 259 260 339

89 23 23 102

1 1 1 1

900 x 1050mm Deep 1200 x 1350mm Deep 1200 x 1350mm Deep 1545x1500 mm

1895 2150 2150 2300

845 800 800 800

1050 1350 1350 1500

900 1200 1200 1554

393 394 402 426 451

17 17 83 83 102

1 1 1 1 1

0610 x 1830mm 0610 x 1830mm 900 x 1350mm 900 x 1350mm 1545x1500 mm

2630 2630 2150 2150 2300

800 800 800 800 800

1830 1830 1350 1350 1500

610 610 900 900 1554

345

37

1

1200x1500 mm

2300

800

1500

1200

DoublePanelVertical

380 381

33 36

1 1

1000 x 1200mm 1500x1500 mm

2000 2300

800 800

1200 1500

1000 1500

DoublePanelVertical

418 445 447 452 384 408 431 449 450

23 103 50 103 77 43 77 92 92

1 1 1 1 1 1 1 1 1

1200 x 1350mm Deep 1000x1000 mm 2070 x 1050mm Deep 1000x1000 mm 1350 x 1200mm Deep 2 1100 x 1250 mm 2 1350 x 1200mm Deep 2 78x140 78x140

2150 1840 2505 1840 2100 2300 1340

800 840 1225 840 900 1000 140

1350 1000 1280 1000 1200 1300 1200

1200 1000 2070 1000 1350 1000 1350

DoublePanelVertical DoublePanelVertical

TriplePanelVertical DoublePanelVertical DoublePanelVertical

Cost

No.

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Window Schedule

Description

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

C-(31)200

12/31/10 08/04/2021 17:23:27

Date


Lounge Areas Level

Name

Not Placed Not Placed: 1 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl

Num ber

Lounge 1 Lounge G50 Lounge G63 Lounge G50 a Lounge G62

00 Ground Floor Lvl 00 Ground Floor Lvl: 4 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl

Lounge 150 Lounge 160 Lounge 151

01 First Floor Lvl: 3 02 Second Floor Lvl 02 Second Floor Lvl: 1 Grand total: 9

Lounge 255

Area Not Placed 0.0 m² 112.2 m² 11.1 m² 8.9 m² 10.6 m² 142.7 m² 71.2 m² 30.1 m² Redundant Room 101.3 m² 34.2 m² 34.2 m² 278.2 m²

FIRE ZONE 1

FIRE ZONE 2

FIRE ZONE 3

FIRE ZONE 4

FIRE ZONE 5

Existing wall FIRE ZONE 6

UP

FIRE ZONE 7

Conc pier as structural engi. detail

FIRE ZONE 8

FIRE ZONE 9

Full Layout -01 Basement1 1 Phase 1 : 100

FIRE ZONE 10

FIRE ZONE 11

FIRE ZONE 12

FIRE ZONE 13

Conservatory

FIRE ZONE 14

Lounge G50a

FIRE ZONE 15

8.9 m² FIRE ZONE 16

Room

Room

G01

G02

13.8 m²

13.9 m²

Room G27 15.5 m²

Room

Room

G26

G25

13.7 m²

13.5 m²

Room G24

Lounge

13.4 m²

G63

Lounge

Room G23

11.1 m²

FIRE ZONE 20

13.2 m²

G50

FIRE ZONE 21

112.2 m² Room

FIRE ZONE 22

Total 28 Rooms

G03 13.9 m²

Legend 1

Room

1 : 100

G22 Room

13.5 m²

G04 13.2 m²

Room

Room

Room

G28

G21

G05

14.9 m²

12.3 m²

14.9 m² Office Room

171

G06

15.3 m²

Room

Room

G12

G15

13.6 m²

14.3 m²

Room Lobby

G18

DN Staircase G52

13.0 m²

G512.1 m²

14.1 m²

9.1 m² Shower/WC

Reception

218

G55

3.7 m²

18.3 m² Room G07 12.7 m²

Room G08 16.4 m²

Room G09 13.4 m²

Room Room G10

G11 14.5 m²

18.1 m²

Room

Room

G13

G14

Room

18.0 m²

14.6 m²

G16

Room Room

G19

Room

G17

13.9 m²

G20

14.9 m²

13.6 m²

16.6 m²

Full Layout 00 Ground 1 2 Floor-Phase 1 : 100 Phase 1 Lounge Areas: No of Rooms on all 3 Floors = 64. Out of which 4 are registered doubles. Thus, the nursing home can be registered for 68 residents.

No. A

B

Required lounge space: 68x4.1 = 278.8 sq m

Description

2nd Floor level dropped, 2013/08/2 Staircase layout & its 2 treads/riser changes Layout Updated 2014/02/2 8

Proposed Lounge space (incd reception area as lounge)= 285.4 sq m

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Proposed Phase 1Fire Zones

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 100

Date

L-110

08/30/13 08/04/2021 17:23:35


Room Room

F02

F01

Room

Total 23 Rooms

12.5 m²

F21

17.0 m²

Lounge

Room

160

F20

30.1 m²

13.3 m²

?

Corridor

?

158

?

14.5 m²

Room

14.3 m²

F19 13.0 m²

Room F03

Room

13.0 m²

F04

Room

F22

13.3 m²

F23

13.0 m²

Room

Room F18 12.2 m²

13.1 m² Room

Lounge 150

Room

Room

Room

F06

F09

F12

13.7 m²

13.3 m²

15.1 m²

F15 DN

13.1 m² UP

71.2 m²

Room Lounge 151 Redundant Room

Bathroom 154 7.4 m²

F07

Room

Room

13.3 m²

F08

F10

13.8 m²

12.4 m²

Room F05

Room

Room F11 13.3 m²

Room

F14

F13

13.5 m²

13.9 m²

16.7 m²

Room

Room

F17

F16

14.1 m²

15.6 m²

Full Layout 01 First 1 2 Floor-Phase 1 : 100

Total 12 Rooms

Room S12 23.3 m²

Room Room

S04

S06

18.4 m²

12.7 m²

?

Room

?

S11

?

12.0 m²

UP

DN

Room S03 23.2 m²

Room S05 14.1 m²

Room Room S07 25.5 m²

Room S08

S10 12.2 m²

22.6 m²

Lounge 255 34.2 m²

Full Layout 02 Second 1 1 Floor-Phase 1 : 100

No. A

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Proposed Phase 1Fire Zones

Description Layout Updated

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 100

L-111

10/08/13 08/04/2021 17:23:50

Date 2014/02/2 8


0

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line

L-401

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

2

Waste Water pipe (40 to 65mm dia)

Freezer Room

Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

B02a 7.8 m²

Surface Water Drain

B1

Office

Y

D D1

D2 D3

Z

E

62 3.5 m²

AA1

B

Store 61 3.2 m²

Store B11 6.4 m²

1 1a

WC B10 2.6 m²

2 2a

2b

Store 67 3.9 m²

3

4 Corridor

Staircase

B01B

170

Store

17.0 m²

19.5 m²

B12 8.0 m²

5

6

0

1

Phase 1 Basement- Lighting 1 &1 :Electrics 50

2

3

4

5

No. A

Description Walls retained & sizes altered

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Existing- Basement

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-200

09/02/10 08/04/2021 17:23:51

Date 2013/02/2 2


0

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line

L-401

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

2

Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

B1

Y

D

D1

1

D2 D3

Z

E

L-300

AA1

B

2 L-300

37

Room

Room

89

90

13.5 m²

13.7 m²

Room

Room

91

92

13.5 m²

15.1 m²

1 Studio 5

1a

125

Corridor

Room

170

32.8 m²

4.1 m²

88

170

191

143

Lounge

4032

4032

21.3 m²

2 2a

Studio 4

112.2 m² Room

144

5.4 m²

14.9 m²

2926

93

2926

Room

124

2.0 m²

2b 3932

Corridor 121 12.5 m²

Room

87

94

142

6.8 m²

3653

Room

Courtyard

14.9 m²

5.0 m²

3

7072

Room

14.3 m²

7.9 m²

Studio 2 118

3260

148

13.6 m²

225

95

EQ

96

Studio 1

EQ

Room

200x50 C24 Joists

Room

200x50 C16Joists

119

Redundant Room 3262

15.8 m²

4

Corridor 200x50 C16Joists

97 133

Room

12.4 m²

117

125

Corridor 299

7.0 m²

Corridor

27.3 m²

131

Corridor

5.5 m²

120

Room

5

16.5 m²

98 Room 99 18.0 m²

Room

Room

100 14.6 m²

116

2592

14.5 m²

16.6 m² Studio 3 130

6

19.3 m²

7526 3234

2741

1

0

1

2

3

4

727

1903

5

L-401

1

00 Existing Ground Floor

160

394

NOTE: 1) Double joist to both sides of openings for steel columns using 200x50 C16 or C24 Joist. 2) Exisiting FF joist taking full length partition >3.1 m span, to be double with 200x50 C24 Joists 3) New 2nd floor joist taking partition load to be doubled using 200x50 C16 joist

No.

1 : 50

A

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Existing- Ground Floor

Description

Walls retained & sizes altered

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1200

1 : 50

L-201

09/02/10 08/04/2021 17:23:52

Date 2013/02/2 2


0

1

2

3

4

5

Piping Legend

1 Hr fire partition/break wall Incoming Gas main line

L-401

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

2

Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

B1

Y

D D1

1

D2 D3

Z

E

L-300

AA1

B

2 L-300

1 1a Studio 7 187 21.6 m²

Room

37

2 2a

111 Room

12.7 m²

114 14.3 m² DB.174 Studio 6 Lobby

186

159

2b

18.3 m²

6.3 m²

Room

Room

37

113

108

13.0 m²

13.1 m²

DB.182

DB.181

11

11

DB.180

3

1663

2980

DB.178

109

163

13.3 m²

8.4 m²

or

DB.183

WC 158 15.1 m²

4921

Staircase

1078

Room

1634

DB.175

Studio 10 184

Studio 9

19.1 m²

188

4

Redundant Room Corridor 3442

162

13.1 m²

26.5 m²

10014

Lobby

128

Room

5

106 13.8 m²

Room

Room

Room

112

107

110

13.3 m²

13.9 m²

Studio 8 183

6

20.3 m²

12.4 m²

2966

1

1

L-300

L-401

1

01 Existing First Floor

No.

1 : 50

Description

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Existing- First Floor

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-202

03/20/13 08/04/2021 17:23:53

Date


0

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line

L-401

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

2

Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

B1

Y

D D1

1

D2 D3

Z

E

L-300

AA1

B

2 L-300

1 1a

2 2a

2b

3

Studio 11 Room

193

182

62.3 m²

19.4 m²

4

DB.430

DB.431

Room

Room

179

180

10.5 m²

Redundant Room

Room

5

181 23.5 m² Studio 12 194 Redundant Room

6

Symbols Legend

SD

Smoke Detector 1

1

L-300

L-401

1

02 Existing Second Floor No.

1 : 50

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Existing- Second Floor

Description

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-203

03/20/13 08/04/2021 17:23:55

Date


Piping Legend

1 Hr fire partition/break wall Incoming Gas main line

L-401

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

2 0

1

2

3

Waste Water pipe (40 to 65mm dia)

4

5

Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

B1

Y

D D1

1

Z

D2 D3

E

L-300

AA1

B

2 L-300

1 1a

2 2a

2b

3

4

5

6

1

1

L-300

L-401

0

1

1

2

3

4

No.

5

Description

04 Existing Roof Plan 1 : 50

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Existing- Roof Plan

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-204

03/22/13 08/04/2021 17:23:56

Date


AA1

B1

B

Y

D D1

D2 D3

Z

E

2b

727

1903

394

250

wall to Grid4

213 3260

3024

retaining wall to retaining wall

UP

1000

4

3083

1114

125

250

175

1136

2897 mm clear

TD T

1143

3997

125

4590

2883 retaining wall to Grid 4

162

4977

1311

1500

retaining wall to retaining wall clear 1500

4529

2797 936

Conc pier as structural engi. detail

2315

1022

T

600

727

1093

231

2348 T TD

250

3

255

2741

5

Room

125

2610

9.1 m²

1093

1143

1000

1004

8.0 m²

Not Enclosed

125

125

B21

B23a

1000 1143

B19

125

Staircase

4699

2797

B24

UP

Corridor

Store

1604

T

11.2 m²

Corridor

125

TD T

B22

1081

T TD

2280

-01 New Basement Setting 1 Out 1 : 50

Piping Legend

1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable Under Floor or ground soil Drain(100/150 dia) Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

2

-01 Proposed Basment 1 : 50

Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

2 L-403

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat. - Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Phase 1- Basement GA Plan

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling - Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

No. A B

C

D

Description

Date

Walls retained & sizes altered Grids updated, Internal partitions stud updated to 75mm, additional dims added 2nd Floor level dropped, Staircase layout & its treads/riser changes Layout Changed

2013/02/2 2 2013/03/2 6

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-210

10/04/10 08/04/2021 17:23:56

2013/08/2 2 2014/03/0 5


Room

Room

Room

G26

G25

Room

G27

13.7 m²

13.5 m²

G24

15.5 m²

Quite Lounge

13.4 m²

Lounge G62

Room

10.6 m²

G23

G63 11.1 m²

13.2 m²

DG.31 Library Shelving

DG.32

DG.54a Room G22 13.5 m²

Room

Room

IC

G28

G21

14.9 m²

12.3 m²

DG.29a

Cupboard with one fixed door pane

Room

Room

Room

G12

G15

13.6 m²

14.3 m²

G18 13.0 m² DN

Staircase G51

DG.52 Lobby

G52 9.1 m² DG.51

rODDING POINT

DG.25

DB.441

DG.26

DG.27

Shower/WC 218 3.7 m²

DG.26a

DG.27a

Room G19

Room

Worktop

13.9 m²

G17

Room

14.9 m² Room

G20

Room

G13

13.6 m²

G14

18.0 m²

Narrow Bedside

Room

14.6 m²

G16 16.6 m²

Pedestal Sink

Recessed Cupboard

Cupboard with one fixed door pane

Drawer Chest

IC

IC

Layout of Proposed 00 Floor-Phase 1 1 Ground 1 : 50 0

Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

1

2

3

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Phase 1- Ground Floor GA Plan

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim.

4

No.

5

Description

Date 2013/03/1 8

C

Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Updated

D

Layout Changed

A

B

-Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-211

02/08/13 08/04/2021 17:24:04

2013/08/2 2 2014/02/2 8 2014/03/0 5


0

1

2

3

4

5

Lounge

Room

160

F20

30.1 m²

13.3 m²

Corridor

Corridor Room

158

159

WC

14.5 m²

11.8 m²

F21

G77

14.3 m²

5.5 m² Corridor

Room

161

F19

15.4 m²

13.0 m²

Room Room

F18

F22

12.2 m²

13.0 m²

Room F23 13.1 m²

Room

Room

Room

F09

F12

F15

13.3 m²

15.1 m²

13.1 m²

DN

D1.51 UP

Corridor 157 20.0 m² D1.26

D1.27

D1.25a

Room F08 13.8 m²

Room

Room

F10

F11

12.4 m²

13.3 m²

Room Room

Room

F17

Room

F14

F16

14.1 m²

F13

13.5 m²

15.6 m²

13.9 m² 37

Notes

Layout of Proposed 01 First 1 1 Floor-Phase 1 : 50

Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Phase 1- First Floor GA Plan

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

No. A B

Description Layout changed as site meeting (20/8/13) Layout Updated

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-212

02/08/13 08/04/2021 17:24:09

Date 2013/08/2 2 2014/02/2 8


0

1

2

3

4

5

Room S12 23.3 m²

Room

Room

Room

S06

S09

S11

12.7 m²

17.2 m²

12.0 m²

UP

DN

Room S05

Room

Room

14.1 m²

S07

S10

25.5 m²

12.2 m²

Room

Nurse Station

Cupboard between 2 steels

S08 22.6 m²

Floor Finish: Carpet Lounge 255

Vinyl Floor

34.2 m²

Layout of Proposed 02 Floor-Phase 1 1 Second 1 : 50 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Phase 1- 2nd Floor GA Plan

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

No. A B

Description Layout changed as site meeting (20/8/13) Site Levels Changed

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-213

02/08/13 08/04/2021 17:24:18

Date 2013/08/2 2 2014/10/0 5


0

1

2

3

4

5

Piping Legend

1 Hr fire partition/break wall Incoming Gas main line

L-403

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

1

Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

B1

AA1

Y

D D1

D2 D3

Z

E

B

1 1a

2 2a

2b

3

4

5

6

2

1

Demo. Plan- 0 Basement

L-403

1 : 50

No.

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1 - Demolition Plan- Basement

Description

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-220

03/25/13 08/04/2021 17:24:19

Date


0

1

2

3

4

5

Piping Legend

1 Hr fire partition/break wall Incoming Gas main line

L-403

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

1

Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

1 L-(20)11

1 L-(39)30

1

1

L-313

L-312

1 L-310

37

2 L-(39)30

3 L-(39)31

1 L-(20)10

3932

2

4

L-312

L-310

1 L-(24)12

1 L-311 2 L-(24)11

1

299

L-(39)31

2 L-(39)31

4 L-310

2

1

1

L-313

L-312

L-(20)11 1

L-403

1

L-(20)10

1 L-(39)30

Demo. Plan- 00 Ground 1 Floor 1 : 50

No. A

B

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1 - Demolition Plan- Grnd Floor

Description

Date

Layout updated, Revised layout as Struct. Engi dwgs New walls added to current Phasing

2013/03/1 8

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-221

03/25/13 08/04/2021 17:24:20

2013/08/1 6


0

1

2

3

4

5

Piping Legend

1 Hr fire partition/break wall Incoming Gas main line

L-403

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

1

Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

1

1

L-313

L-312

4

1

1

L-(39)30 L-(20)11 L-310

1 L-310

2 L-(39)30

3 L-(39)31 3 L-(20)10

2 L-312

1 L-(24)12

1 L-311 2 L-(24)11

1 L-(39)31

2 L-(39)31

1

Demo. Plan- 01 First Floor 1 : 50

2 L-403

No. A

B C

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1 - Demolition Plan- 1st Floor

Description Handrail Added, string sizes updated as meeting comments Layout changed as site meeting (20/8/13) Layout Updated

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-222

03/25/13 08/04/2021 17:24:20

Date 2013/08/1 5 2013/08/2 2 2014/02/2 8


0

1

2

3

4

5

L-403 1

B1

Y

D D1

Z

D2 D3

E

1 1

AA1

L-313

2

L-310

1

L-(39)30

B

L-312

1 1a

2 2a

3 L-(39)31 3 L-(20)10

2b 2 L-312

4 L-310

3

1

1

L-(24)12

L-(24)12

2

2

L-(24)11

L-(24)11

1 L-311

4

1 L-(39)31

5

6

2 L-(39)31

1 L-(20)11

4 L-310

2 L-403

No.

1 L-(39)30

1 L-310

A

Description Layout changed as site meeting (20/8/13)

Demo. Plan- 02 Second 1 Floor 1 : 50

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1 - Demolition Plan- 2nd Floor

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-223

03/25/13 08/04/2021 17:24:21

Date 2013/08/2 2


0

Flooring Legend

L-403

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable

Existing Timber Floor

1

Under Floor or ground soil Drain(100/150 dia) Waste Water pipe (40 to 65mm dia)

Proposed insulated concrete Floor

Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

Existing Concrete Floor

B1

Y

D

D1

New timber floor

D3

D2

Z

E

1

AA1

L-313

L-310

1

1

2

B

L-312

L-(39)30

New Foundation on C20 conc. as per notes below. Depth (minimum of 1meter) tba with building control 1 1 4 L-(20)11 L-(39)30 L-310

1a

1a

4032

1

4032

1

Is this footing required? Structural Engineer to confirm. Note: existing conc floor above

2 2a

170

170

2 2a

3

2926

New Foundation on C20 conc. as per notes below. Depth (minimum of 1meter) tba with building control

2926

L-(39)31

New GF/FF cavity wall as per notes below

2b

2b

1 L-(20)10 2 New brick pierL-312 from basement to second floor as struct. engineers details

523

2307

New conc. retaining wall to struct. engi. details 900x1050 Window. Window wall to to align with wall above (see section)

1957

175

L-(24)12

377 125

1000

145 103

1093 Cross bracing

1000 1370

Dashed line indicates existing walls to be demolished

Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out

Black solid line indicates new wall as specs (see note below)

RED rectangle indicates depth of foundation to be checked and underpinned

4

DB.04

3083

Proposed 254x254x73 UC on 2000x2000x600 pad

conc. hatch indicates area or basment to be excavated ande new slab laid as per structural engi. details and specs

L-(24)11

1213

1666

DB.03

2

1600

542

Before making the doorway please check that the levels between No 3 & No 2 match

1 L-311

175

DB.05

4320 1143

140

1143

L-(39)31

125

DB.01 1000

DB.02

2673

1143

125

1084

to be investigated)

3260

3306

424 UP

1000

1

1294 Existing Floor (build-up

125

Proposed insulated concrete Floor

2 L-(24)11

295

125 15

175

2343

2610

T

1

125 750 2897

L-(20)10

Conc pier asL-311 per structural engi. details

1022

727

1

3

125

1081

2392

1

L-(24)12

TD T

RED rectangle indicates depth of foundation to be checked and underpinned

1200

2797

T TD

504

250

100 250

350

250

1968

1

250

700

1109

915

175

3653

Lightwell

2592

5

Column base with IL preferred at basement level, in C30 Conc. Size to struct. engineers details.

6

2 L-(39)31

1 L-310

727

-01 Proposed Basment1 (BR) 1 Phase 1 : 50 2

4 New Foundation on C20 conc. as per notes below. Depth (minimum of 1meter) tba with building control

L-310

L-403 Notes

Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat. - Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

B

B1

Y

D

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster.

- Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Phase 1-Const. Work Drawing-Basement

Z

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Drawing Title

D1

D2 D3

E

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on 2 building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled L-(39)30 with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard. <>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling - Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

No.

Description

Date 2013/03/1 8

E

Layout updated, Revised layout as Struct. Engi dwgs Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Updated

F

Layout Changed

B

C

D

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-250

02/12/13 08/04/2021 17:24:22

2013/03/2 6

2013/08/1 6 2014/02/2 8 2014/03/0 5


0

Flooring Legend

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable

Existing Timber Floor

Under Floor or ground soil Drain(100/150 dia) Waste Water pipe (40 to 65mm dia)

Proposed insulated concrete Floor

Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

Existing Concrete Floor

B1

Y

2741

New timber floor

D D1

2629

D3

Z

394

2

1

L-(39)30

L-310 1

AA1

B

L-(39)30

line er w e wS Ne

Existing Sewer line

Existing Sewer line 1066

1554

2498

360

DG.53a TD T

4151

125

Existing Conc Floor

DG.31a 1640

DG.31

TV

1714 1837

3 L-(39)31

centers

3074

2949

2683

2551

Existing Manhole

DG.30a

1750

T TD

3256

3126

3113

FLOOR JOIST SPAN

8512

Existing Manhole

Existing timber floor to be retained. Double up floor joist under partitions

Hexagon indicates location of trial holes New inspection chamber

2680

TV

DG.53

4457

889

1000

779

3877

1000

DG.26a

125

2956

824

2370

3260 6352

5

3078

1369

wall centres

wall to center

Existing timber floor to be retained. Double up floor joist under partitions

3081 125

2432

2540

1870

TV

TV

558

TD T

3097

New Conc Floor: See notes below

New column with base below

DG.27a T TD

1031

836

664

Recessed Cupboard

DB.472

DG.01

Narrow Bedside

6

Cupboard with one fixed door pane

Pedestal Sink

T TD

TV

L-(39)31

125

100

147

100

DG.27

3097

2

2005

1596

453

1116

1000

0 90

953

100

974

1557

1702

1668

1689

DG.25a

Hexagon indicates location of trial holes

DG.26

1755

100

772

1030

450

254

683

DG.25

1899

Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out

125

1000

4

5614

1347

1490

DG.50

1358

wall to center

L-(39)31

Existing conc. floor to be demolished to make basement & repaced with new timber floor

1436

3083

1689

DG.51

1472

DG.28

80

1

125

45

1084

Black solid line indicates new wall as specs (see note below)

Drawer Chest

160

DB.416

2

00 Proposed Ground 1 1 Floor-Phase 1 : 50

4

1

1

L-313

L-312

Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

L-(20)10

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

1 L-(39)30

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity - Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Phase 1-Const. Work Drawing-Gnd Floor

1200

L-310

727 1

Chimney wall to be demolished from underside of 2nd floor once supported on beams

1

L-310

L-403

1 L-311

1596

682

870

DG.52 Cut hole in existing timber floor for stairs. StaircaseUP to specialist 3045 manufacturers design

3

1078

3260

862

666

1747

L-(24)11 Before making the doorway please check that the levels between No 3 & No 2 match

0° 35.0

DG.28a

Noggings between joist under floor. Fire stop in the floor void below.

125

Hexagon indicates location of trial holes

Chimney wall to be demolished from underside of 2nd floor once supported on 794 beams 937

L-311 2

125

455

1022

TV

100

775

FLOOR JOIST SPAN

1200

3468

T TD

955

1

DG.50a

1000

DG.29a

L-(24)12

DB.441

DG.29

Dashed line indicates existing walls to be demolished

L-310

2b

1000

4

Glazed roof over lightwell

1

1441

6330

125

130

1

DG.30

300

130

TD

L-(20)10

Existing window to be removed and opening to be closed using matching 2 brickwork L-312 New steel columns from basement to second floor as struct. engineers details

Black solid line indicates new wall as specs (see note below)

1000

T

1200

920

5467 New GF/FF cavity wall as per notes below New window to be substitued in lieu of existing door

Existing concrete floor to be retained.

Existing Conc Floor

Wall to be demolished form Ground to u/s 2nd floor for making bay

2 2a

2926

Proposed insulated concrete Floor

1780

460

DG.54a

346 100

170

1750

1484

centers

1286

125

2020

1350

1533

DG.54

1475

125

DG.32

1433

1558

126

125

3717

DB.79

1247 65

1000

1000

1604

DB.78 1570

1a

100

4424

4101

4286

4101

2396

TV

2611

1

Existing Conc Floor

Sliding Folding door Door to fold into wall partition

New Conc Floor: See notes below

125

TD T

5116

4032

1 L-312

3653

1 L-313

New IC to be connected into exising sewer line

to IC New soil pipe to be laid over er existing sew pipe

Trial pits

E

2592

1

FLOOR JOIST SPAN

L-403

1

B1 B <>New Walls (conti.)

1903

Y

394

D D1

Z

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard. <>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

D2

No.

Description

Date 2013/02/2 2 2013/03/2 6

D

Walls retained & sizes altered Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Updated

E

Layout Changed

A B

C

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

E

1 : 50

L-251

09/28/12 08/04/2021 17:24:33

2013/08/1 6 2014/02/2 8 2014/03/0 5


L-403 1

0

Flooring Legend

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable

Existing Timber Floor

Under Floor or ground soil Drain(100/150 dia) Waste Water pipe (40 to 65mm dia)

Proposed insulated concrete Floor

Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

Existing Concrete Floor

B1

Y

D D1

D2 D3

Z

New timber floor

E

1 1

A1 A

L-310

L-(20)11

1

1

L-313

L-312

B

2

1828

TV

TV

L-(39)30

676

707

100 1506 309

1435

1435

1000

FLOOR JOIST SPAN

1342

463125

3083

D1.27

1881

1000

178

1792

D1.27a 3380

5 1837

TV

TV

Chimney wall to be demolished from underside of 2nd floor once supported on beams 79

3260

156

125

250250

250

1000

380

611

2592

FLOOR JOIST SPAN

D1.26

4

1347

3416

37

Black solid line indicates new wall as specs (see note below)

2592

435

D1.26a

596

6 TD T

T TD

L-(39)31

TD T

New steel columns from Ground floor to second floor as struct. engineers details

1610

1122

Existing timber floor to be retained. Double up floor joist under partitions 2

125

125 528

1612

L-(24)11

1490

1831

834

DB.199

1177

1682

2

125

1877

D1.25a

834

Existing roof to be demolished and replaced by new roof with steeper 53 deg. sloped roof

1735

1769

540 125

79

TV

1000

125

1

L-311

834

450

1297

779

170

D1.25

125

FLOOR JOIST SPAN

1000

D1.50 D1.50a

D1.52

3

Cut hole L-(24)12 in existing timber floor for stairs. Staircase to specialist manufacturers design

997

1689

1342

L-(39)31

125

D1.28 1472

1

1002

UP484 2920

125

1580

Before making the doorway please check that the levels between No 3 & No 2 match

1653

1150 DN

125 618

L-(24)11

1

D1.51

1008

1764

Steel column to Struct. engi. details & specs

4921 250250250250250 3453

D1.28a

816

450

4638

L-311 2

D1.53

1662

980

1652

937

2920

FLOOR JOIST SPAN

FLOOR JOIST SPAN

1

170

D1.29a 125

1593

DB.183

New steel column as struct. engineers details

3408

L-(24)12

3653

2926

1438

TV

TD T

1

125

6318

3411

3002 75

1200

2b

1644

GF/FF cavity wall as per notes below

3374

3311

3126

Proposed new timber Floor as specs

D1.29

1000

Black solid lines indicates new wall as specs (see note below)

L-310

2926

1119 100

1750

L-312

D1.30

263

2

DB.182

1105

T TD

4

Scafolding contractor to avoid supports in and around basement lightwell

2500

TD

6306

T

2 2a

1200

1000

1204

Bathroom to be demolished & New window added New GF/FF cavity wall as per notes below New larger window to be substitued in lieu of existing window

3355

1242

90 0

D1.30a

642

2807

2932

1000

L-(20)10

2551

Wall to be demolished form Ground to u/s 2nd floor for making bay

10 8

1285

125

2070

FLOOR JOIST SPAN

L-(39)31

1714

Existing timber floor to be retained. Double up floor joist under partitions

100

3

3

125

440

TV

Proposed new timber Floor as specs

829

125

100

4705

D1.31

Existing timber floor to be retained. Double up floor joist under partitions

D1.54

1750

T TD

130

125

713

360

2057

1278

block window

178

125

125

925

1200

1000

105

125

3388

4329

1643

5051

905

105 1629

D1.31a

T TD

1a

3557

1076

5924

1

FLOOR JOIST SPAN

1661

152 600

FLOOR JOIST SPAN

New steel columns from Ground floor to second floor as struct. engineers details

01 Proposed First 1 2 Floor-Phase 1 : 50 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

4 L-310

Scafolding to subcontractors design & specs

1 L-310

2741

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

727

1903

394

160

1200

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1-Const. Work Drawing-1st Floor

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

No.

Description

Date 2013/03/2 6

F

Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout changed as site meeting (20/8/13) Layout Updated

G

Layout Changed

C

D E

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-252

08/01/12 08/04/2021 17:24:40

2013/08/1 6 2013/08/2 2 2014/02/2 8 2014/03/0 5


L-403

0

Flooring Legend

1

2

3

5

Piping Legend

1 Hr fire partition/break wall Incoming Gas main line Incoming main electric cable

Existing Timber Floor

1

4

1

Under Floor or ground soil Drain(100/150 dia)

L-(20)11

Waste Water pipe (40 to 65mm dia)

Proposed insulated concrete Floor

Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

Existing Concrete Floor

B1

Y

D D1

D2 D3

Z

New timber floor

E

1

1

1

AA1

L-313

2

L-310

L-(39)30

B

L-312

1

170

4032

1a

3

2 2a

L-(39)31 3

1350

2926

L-(20)10

420

2b 2 L-312

FLOOR JOIST SPAN

D2.09

125

1624

160

59 125 840

D2.29

2 L-(24)11

4 1351 1490

253 Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out

3083

1669

22

25

1593

105

10630

880

1593 1721

1028 1000

1000

125

4130

125

D2.25

1422

5228

475

125

D2.50

125

1347

265

1490

1372

D2.10

1498 DN

D2.53

1530

1000

L-(39)31

D2.52

1000

1593

D2.28

1

UP 3045

125

1102

125

125

727

125

L-(24)11

1652

1750

L-311

D2.28a

1559

1774

1

2

L-(24)12

3260

Cut hole in existing timber floor for stairs. Staircase to specialist manufacturers design

105

Generic 280mm

1684

Black solid line indicates new wall as specs (see note below)

D2.25a

5579

6740

2592

125 3489

2592

FLOOR JOIST SPAN

Required Dimension y

5

376

185

Steel beam at u/s 2nd floor to Struct. engi. details & specs

2 L-(39)31

Chimney & wall to be demolished from above & underside of 2nd floor lvl once supported on beams

form valley to both sides of new infill roof

02 Proposed Second 1 1 Floor-Phase 1 : 50

4 L-310

727 1 L-310

B1

1 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

New roof work : Rafters sizes to struct. engi details. Insulation as per specs.

6

FLOOR JOIST SPAN

Existing timber floor to be retained. Double up floor joist under partitions

1

1881

3045

3

752

0

1084

FLOOR JOIST SPAN

L-(24)12

3977 1554

125

1

FLOOR JOIST SPAN

L-310

3653

See structural engineers drawings for detail & structural member sizes

4

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

L-(39)30

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity - Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Phase 1-Const. Work Drawing-2nd Floor

<>New Walls (conti.)

Y

Z

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard. <>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

No.

Description

Date 2013/02/2 2 2013/03/1 8

D

Walls retained & sizes altered Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Updated

E

Layout Changed

A B

C

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-253

09/29/10 08/04/2021 17:24:51

2013/08/2 2 2014/02/2 8 2014/03/0 5


0

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line

L-403

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

1

Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

B1 1

AA1

L-313

Y

D D1

D2 D3

Z

E

1

B

L-312

4

1

L-310

L-310

2 L-(39)30 1 L-(39)30

1 1a

2 2a

3 L-(39)31

46°

2b 2 L-312

3

1

45°

44°

45°

L-(24)12

1 L-311 2

45°

L-(24)11

4

1 L-(39)31

44° 44°

Flat roof Space for Heat pumps

44°

44°

44°

5

6

2 L-(39)31

45°

45°

04 Proposed Roof Plan1 1 Phase 1 : 50 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

<> Floors <>New Walls (conti.) - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on - Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc 1 1x12.5mm 1 existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service L-312 L-(39)30 using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. support plates and infilled with 100mm Isowool APR1200 in the cavity - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist - Internal non- load bearing partitions between shower rooms and corridors –Metal Stud and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm <>New walls Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and Soundbloc on 3mm plaster skim coat. infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced cavity closers. Lintols over door and window openings to be from the Catnic range unless each side with sand/cement render, plaster skimmed. otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on - Internal non-loadbearing partitions between shower rooms and respective bedrooms dabs and 3mm plaster. 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant - Internal non- load bearing partitions enclosing bedrooms: plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from 80mm Celotex PL4000, and 13mm lightweight plaster. bedrooms to have a minimum mass of 25kg/m². - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from the terms and conditions of BBA certificate 00/3761 bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Drawing Title

Phase 1-Const. Work Drawing-Roof Plan

<>New Walls (conti.) Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard. <>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

No.

Description

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-254

08/27/13 08/04/2021 17:24:53

Date


6

23 14.9 m²

Room

450

23

DG.25

46.7 m²

7

Courtyard

T TD

T TD

13.4 m²

8

0

Room

1

2

11

DG.32

DG.54a

AA1

3

5

4

3

2b

2a

2

1a

1 19.0 m²

10

Room

B 4

5

TV

TD T

L-(24)20

15.5 m²

37

Lounge

5

5473

112.2 m²

00 Proposed Ground 2 1 Floor-Phase 1 : 50

7000

Lounge

65.7 m²

Lounge

5079 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 2-Const. Work Drawing-Gnd Floor

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

No.

Description

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-261

12/09/10 08/04/2021 17:24:56

Date


D1.25a 540

37

450

A1

T TD

5

1200

1400

Green line indicated Cranked plate/flitch beam as structural engineers details

Timber laminated Beam (Glulam) to be reniforced with metal plate on both faces

L-(24)20

1505

10 12

TV

A

TD T

TD T

TD T

4

5

3345 3064

0

1

2860

2

1064

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 2-Const. Work Drawing-1st Floor

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-262

02/12/13 08/04/2021 17:24:59

Date

01 Proposed First 2 1 Floor-Phase 1 : 50

Description 3718

3

No.


DN

B

5

2 0

1

Description

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 2-Const. Work Drawing-2nd Floor

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-263

02/12/13 08/04/2021 17:25:02

02 Proposed Second 2 1 Floor-Phase 1 : 50

3

4

5

L-(24)20

AA1

No.

Date


L-403 1

B1

AA1

Y

D

D1

D3

D2

Z

E

B

1a

1a

170

170

2926

2926

2 2a

4032

1

4032

1

2b

3653

2b

2 2a

250

377

3

100

1968

250

506

700

1109

915

175

1200

2392

125

2920

125

1294

1081 125

4320

1294

DB.03

1093

DB.02310 175

140

125

1000

125

25 8

1143

1000

70

DB.01

2735

1000

3260

4

DB.04 379

1000

3083

175

DB.05

125

1835

1143

1084

1206

125

1729 424 UP

350

3306

2897

3997

2797

3190

2797

1723

504

2592

5

6

Setout -01 Proposed Phase 1 1 Basment1 : 50

727

2

B

L-403

B1

Y

D

D1

Z

D2 D3

No. A B

C

Legend Notes: Dimension lines in Red indicates gridline to wall centres and wall to wall centres.

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1-Basement Setting Out

D E

E

Description

Date

Walls retained & sizes altered Layout updated, Revised layout as Struct. Engi dwgs Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Changed

2013/02/2 2 2013/03/1 8

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-280

03/10/14 08/04/2021 17:25:03

2013/03/2 6

2013/08/1 6 2014/03/0 5


L-403 1

B1

Y

2741

D D1

2629

AA1

D3

Z

E

394

B

DG.53a 580 125

2358

2396

2633

1554

4101

4161

1 100

1a

4032 2926

920 1441

DG.30

6330

125

1200

300

1750

2 2a

1000

130

170

1484

DG.30a

5467

130

1714 1837

1780

centers

3074

2949

2683

2551

centers

1475

346 100

DG.54a

65

126

125 125

243

DG.54

1350

2610

1000

1000 1593

1570

190

125

DG.32

1247

DG.31

3717

DB.79

1000

1717

1604

1640

125

DG.31a

DB.78

1000

DG.29

2b

2680

1000

DG.53

DG.29a 775

125

2920

125

1412

3

125 1114

1200

3653

3113

3126

3319

8512

3045

UP

817 1472

3083 1708

1593

5 1369

wall centres

wall to center

3081

2592

1060

3078

2432 125

125

450

100

738

824

6352

3260

1697

DG.27a

3097 664

1472

1347 125

100

100

1031

836

18

125

1158

1043

974

125

4

2005

DG.27

683

1557

1702 100

1030 772

453

1116

1000

1810

0 90

953

100

DG.26a

DG.25a

254

DG.26

1755 1689

1271

1596

1000

450 100

5614 1229

3877

DG.25

1586

DG.51

653

1868

125

DG.50a

779

1802

1000

125

45

1002

DG.50

80

1000

1347

DG.28

1689

870

DG.52 1899

125

889

1653

666

2476

862

3468

125

816

DG.28a 100

0° 35.0

937

1537

3260

1766

1774

2786

2540

1870

DB.472

DG.01

DB.416

160

2

727

B

L-403

1903

B1

Y

6

1200

394

D D1

Setout 00 Ground 1 1 Floor-Phase 1 : 50

Z

E

D2

No.

Description

Date 2013/02/2 2 2013/03/2 6

D

Walls retained & sizes altered Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout Updated

E

Layout Changed

A B

C

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1-Ground Floor Setting Out

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-281

01/31/14 08/04/2021 17:25:04

2013/08/1 6 2014/02/2 8 2014/03/0 5


L-403 1

B1

A1

D D1

D2 D3

Z

E

B

1828

A

Y

707

1242 10 8

90 0

100

949

125

125

460

6318

D1.30

1233

3002

1438

D1.29a

1000

1774

D1.51 125

125

1297

1124

1490

D1.27a

1769

125

389

1122

3083

125

463

450

1000

1792

1644

178

997

D1.26a

1000

D1.27

463

125

125 528

834

D1.26

1000

4

1347

1342

1612 178

3260

156

125

125

1435

125

274

170 125

1610

435

125

279

1593

1746

D1.25a

834

1038

1831

834

250250

1682 1000

450 540 125

125

1450

1735

4884

D1.25 1000

79

1342

1877

1000

D1.50a

1309

779 1472

1000

1591

D1.52

125

D1.28

D1.50

1150 DN

UP484 2920

125

1002

1689

125

250

450

1653

1652

1764

4921 250250250250250 3453

1513

3408

816

D1.28a

1580

2920 980

937

3

1434

125 618

125

D1.53

1435

3045

4490

DB.183

309

75

4552

4638

3653

2926

3311

3374

3126

1200

1000

D1.29

DB.182

2b

263

6306

1204

1000

1105

2500

2 2a

1200

1506

884

1750

1285

125

D1.30a

642

2807

2932

2551

1714

2070

1000

1119

100

170

440

2926

360

715

125

2463

125

3992

D1.54

1661

1750

D1.31 1367

713

1000

125

125

178

925

1278

2057

1200

1323

125

178

5924

3355

105

829

1744

1643

2525

5051

905

105 1629

2142

1964

D1.31a

1000

1a

3562

1076

676

1

5

1548

611

79

3416

2592

2313

DB.199 596

6

37

2741

AA1

727

1903

394

B1

160

1200

Z

Setout 01First Floor-Phase 1 11 : 50

No.

Description

Date 2013/03/2 6

F

Grids updated, Internal partitions stud updated to 75mm, additional dims added New walls added to current Phasing Layout changed as site meeting (20/8/13) Layout Updated

G

Layout Changed

C

D E

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1-First Floor Setting Out

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-282

03/10/14 08/04/2021 17:25:06

2013/08/1 6 2013/08/2 2 2014/02/2 8 2014/03/0 5


L-403 1

B1

AA1

Y

D D1

D2 D3

Z

E

B

1

2 2a

1350

2926

170

4032

1a

1222

3653

2770

420

2b

752

125

929

450

1774 43

125

4

1669

125

1472

3083

125

1593

105

10630

880

1721

1000

1593

D2.25

1351

160

125

1624

1347

1472

D2.50

3260

840

125

253 DN

D2.09

1821

D2.53

1000

D2.10

262

125

125 831

1422

D2.52

1000

1767

125

D2.28

UP 3045

125

125

D2.28a

1652

3045

D2.29 59

1684

1047

1000

3045 105

1560

1899

1550

3

1821

1844

1102

1819

125

892

265

932

D2.25a

5 6740 5351

2592

159

5579

125

6

Setout 02 Second 1 1 Floor-Phase 1 : 50

3468

AA1

4130

B1

Y

D2 D3

Z

No. A B

C D

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1-Second Floor Setting Out

Description

Date

Walls retained & sizes altered Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Changed

2013/02/2 2 2013/03/1 8

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

E

L-283

03/10/14 08/04/2021 17:25:07

2013/08/2 2 2014/03/0 5


206

1

1a

22a

2b

3

4

5

6

04 Roof Level 12000

03 Second Ceiling Lvl 9050

New TOS 2nd floor FloorLvl 6293 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl -02 Footpath Level 100 -225

2

Existing Section bet. No 2&3 1 : 50

-01 New Basement -2325

1

1a

22a

2b

3

4

5

6

04 Roof Level 12000

03 Second Ceiling Lvl

2450

9050

02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl

No.

1

2425

100

-02 Footpath Level

Description

Exsiting Verti. Section

-225

Date

-01 New Basement -2325

1 : 50

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Existing Sections

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-300

03/22/13 08/04/2021 17:25:13


1 2

L-(39)31

L-(39)31

6

04 Roof Level

5

4

3

12000

2b

2a2

1a

1

2 1

L-312

1686

L-311

200

03 Second Ceiling Lvl

1200

4392

4628 2762

2532

2905

975

1075

2525

1300

9050

9275

230

New 2nd floor TOS FloorLvl 6293 6252

01 First Floor Lvl 3420

Datum

100

318

325

00 Ground Floor Lvl -02 Footpath Level 1780

980

845

200

Lightwell

-01 New Basement -2325

435

300 135

1050

1050

mm clear 2107

2100

2860

2860

-225

1

1

2

1

2

L-(24)12

L-311

L-(24)11

L-(39)31

L-(39)31

Phase 1 Section A (Verti) Section Between No. 2 And No. 3 4 1 : 50 1

L-311

1

1a

22a

2b

3

4

5

6

2 L-312

3 L-(39)31

03 Second Ceiling Lvl

2525

9050

3 L-(20)10

2607

3183

2885

2312

273

New 2nd2nd floor Lvl TOS Floor 6293 6252

3035

5547 3035

3320

3420

90

200

6825

01 First Floor Lvl

00 Ground Floor Lvl 100 318

219

-02 Footpath Level 2425

2425 2800

2107

Section through No. 2 chimneys

2860

2555

-225

-01 New Basement

1

Phase 1 Section B (Verti) 1 : 50

Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

-2325

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Phase 1- Proposed Sections

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim.

No. A

B C

Description

Date

Layout updated, Revised layout as Struct. Engi dwgs Layout changed as site meeting (20/8/13) Layout Changed

2013/03/1 8

-Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-310

01/19/11 08/04/2021 17:25:18

2013/08/2 2 2014/03/0 5


1

AA1

B

L-312

B1

Y

D D1

Z

1 L-(39)30

1

4

L-313

L-310

04 Roof Level

1 L-310

12000

2 L-(39)30

03 Second Ceiling Lvl

03 Second Ceiling Lvl 9050

2757

9050

6600 New 2nd floor Lvl

307

233

02 Second Floor Lvl

6293 TOS 2nd Floor

2850

6252

2 01 First Floor Lvl

81

L-(24)11

3420 1

3343

L-(20)10

62

00 Ground Floor Lvl -02 Footpath Level 100

2425

-225

-01 New Basement -2325

1

Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

Phase 1 Section C (Hori.) 1 : 50

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Phase 1- Proposed Sections

No.

Description

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-311

03/22/13 08/04/2021 17:25:20

Date


1

1a

22a

2b

3

4

5

6

1 L-311 1 L-(39)31

2 L-(39)31

04 Roof Level 12000 2

1

L-312

L-(24)12

2 L-(24)11 3 L-(39)31

03 Second Ceiling Lvl 9050

3

02 Second Floor Lvl

L-(20)10

6600 New 2nd2nd floor Lvl TOS Floor 6293 6252

9275

4 L-310

01 First Floor Lvl 3420

00 Ground Floor Lvl -02 Footpath Level 100 1

-225

L-(20)10

AA1

B

Phase 1 Section D (Verti. No 2&3) 1 bet. 1 : 50

-01 New Basement -2325

4

1

1

L-313

L-312

1 L-310 L-(39)30

B1

Y

D D1

1 L-310

Z

2 L-(39)30

03 Second Ceiling Lvl 9050

1 L-(20)11

02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl -02 Footpath Level 100 -225

Phase 1 Section G (Hori. rear dormer) 2 thru 1 : 50 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Phase 1- Proposed Sections

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

No.

Description

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-312

08/29/13 08/04/2021 17:25:25

Date


1

1a

22a

2b

3

4

5

6

1 L-311 1 L-(39)31

2 L-(39)31

04 Roof Level 12000 2 L-312

3 L-(39)31

03 Second Ceiling Lvl 9050

3 L-(20)10

New 2nd floor Lvl 6293 TOS 2nd Floor 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl -02 Footpath Level 100 1

-225

L-(20)10

-01 New Basement -2325

Phase 1 Section Thru No. 3 1 Chimneys 1 : 50

No.

Description

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Proposed Sections

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-313

01/09/14 08/04/2021 17:25:27

Date


Z

D1 D

Y

B1

B

A A1

1 L-300

04 Roof Level 12000

03 Second Ceiling Lvl 9050

11900

02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl 100

2

Existing North Elevation

-02 Footpath Level -225

1 : 50 2 L-300

AA1

2 L-300

B

B1

Y

D D1

Z

1 L-300

04 Roof Level 12000

03 Second Ceiling Lvl

2450

9050

7711

11900

02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl 100 -02 Footpath Level

1

Existing South Elevation

-225

1 : 50

No.

Description

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Existing Elevations

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-401

08/30/13 08/04/2021 17:25:30

Date


1

1a

22a

2b

3

4

5

6

04 Roof Level 12000

03 Second Ceiling Lvl 9050

02 Second Floor Lvl New 2nd2nd floor Lvl6600 TOS Floor 6293 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl 100 -02 Footpath Level -225

1

Existing West 1 : 50

6

5

4

3

2b

2a2

1a

1

04 Roof Level

04 Roof Level

12000

12000

02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor

3180

6293 6252

6825

01 First Floor Lvl

3320

3420

00 Ground Floor Lvl 100

2

-02 Footpath Level

Existing East

-225

1 : 50

No.

Description

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Existing Elevations

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-402

11/05/10 08/04/2021 17:25:35

Date


AA1

1

B

L-312

B1

Y

D D1

Z

1 L-(20)11

1

1

L-(39)30

L-310

4 1

L-310

L-313

1

04 Roof Level

L-(20)10

12000 2

5400

L-(39)30

03 Second Ceiling Lvl

2450

9050

11900

02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor

7711

6293 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl 100 -02 Footpath Level

2

-225

Proposed South Elevation 1 : 50

Z

D1 D

Y

B1

B

1

A A1

L-312

1

L-313

1 L-(39)30 1

04 Roof Level

4

L-310

L-310

12000 2 L-(39)30

03 Second Ceiling Lvl 9050

1 L-(20)11

11900

02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor 6293 6252

01 First Floor Lvl 3420 1 L-(20)10

00 Ground Floor Lvl 100

1

-02 Footpath Level

Proposed North Elevation

-225

No.

1 : 50

Description

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1 Elevations

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-403

11/05/10 08/04/2021 17:25:38

Date


1

Existing 3D

No.

Description

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Existing Isometric

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

L-520

11/01/10 08/04/2021 17:25:48

Date


2

Proposed 3D- RHS Front

No.

1

Description

Proposed 3D- LHS Front

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1 Front Isometrics

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

L-530

11/01/10 08/04/2021 17:26:19

Date


1

Proposed 3D- RHS Rear

No.

2

Description

Proposed 3D- LHS Rear

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1 Rear Isometrics

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

L-531

08/27/13 08/04/2021 17:26:55

Date


Chimneys to be retained

Chimney to be taken down carefully and than remade on steel structure re-using salvaged bricks

Chimney to be taken down carefully and than remade on steel structure re-using salvaged bricks

Chimney to be retained

No.

1

Description

Existing Rear Works-3D

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Exiting Rear Works-3D

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

L-540

08/30/13 08/04/2021 17:27:06

Date


Chimney to be taken down carefully and than remade on steel structure re-using salvaged bricks Chimney to be retained

New infill roof- slope & tiles to match existing

New infill roof- slope & tiles to match existing

1

Proposed Rear Works-3D

Chimney to be taken down carefully and than remade on steel structure re-using salvaged bricks Chimney to be retained

No.

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Proposed (Phase 1) Rear Roof Works

Description

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

L-541

08/30/13 08/04/2021 17:27:19

Date


ed n i a t re e b y to wn e o n d n n o e k e Chim a d b e t n re m a o t e y d th a s i n g n m i Ch fully an re re-u c a r e l s tr u c t u c k s i to s te e g e d b r s e l i a &t e s a lv p slo f o ro l l i f n i ng New h existi c m at

New infill roof- slope & tiles to match existing

1

Proposed Front Works-3D No.

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Proposed (Phase 1) Front Roof works

Description

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

L-542

09/02/13 08/04/2021 17:27:28

Date


Rear Roof Works 3D- View 2 1

No.

Description

Rear Roof Works 3D- View 1 2

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Rear Roof WorkIsometrics

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

L-543

10/01/13 08/04/2021 17:27:35

Date


Proposed Front View (from 1 side) 1:1

Proposed Front View 2 (centered) 1:1

Proposed Side View(from 3 Road) 1:1

No.

Description

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Renderings

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1:1

L-550

19/12/12 08/04/2021 17:27:37

Date


15.9 m²

B11

Laundry

2.6 m² 2.5 m²

B10 B9

WC Wash Room

6.4 m²

B8

Dry Store

B5 B4

3.2 m²

B3

3.6 m²

A

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Registration PlansBasement

Kunal Manani

Scale @ A1 Date 1 : 50

3.9 m²

B12

Date

2nd Floor level dropped, 2013/08/2 Staircase layout & its 2 treads/riser changes

Drg. No.

82A HARROW VIEW, HARROW, HA1 4TE

21.5 m²

Description

Architect / Designer Designlabs

B6

2.2 m²

WC Linen Linen 7.1 m²

B2

Ironing

16.4 m²

B1

Staff Room

Plant Room

Lift Room

42.3 m²

3.2 m² B7

B8a Kitchen

Veg Store

3.5 m²

B7a

Office

No.

L-(1)100

08/01/14 08/04/2021 17:27:38


14.1 m²

G06

Room

14.9 m²

G05

Room

G02 13.9 m²

G01

13.8 m²

Office

Room

R

DG.25

13.2 m²

15.3 m²

171

Room G15 14.3 m²

Room G12 13.6 m²

14.9 m²

G28

Pr 2 -G 1:

14.

13.4 m²

G24

Room

G04

13.5 m²

G25

Room

G

Total 28 Rooms

112.2 m²

G50

Lounge

13.7 m²

G27 15.5 m²

G26

Room

Room

D

Room

13.9 m²

G03

Room

Room

Room

8.9 m²

G50a

Lounge

Conservatory


13.0 m²

F03

Room

17.0 m²

F01

Room

153

Corridor

6.8 m²

152

Corridor

Room

Room F06

F09

13.0 m²

13.3 m²

13.1 m²

F23

F22

F04 Room

Room

Room

5.5 m²

G77

WC ? F21

12.5 m²

14.3 m²

? Room

?

F02

Room

F12

Room

Pr 1 Fl 1:


Room

18.4 m²

S04

Room Room

Room

Pro 1 Flo 1:5


3

530

318

00 Ground Floor Lvl

-02 Footpath Level

100

2860

627

980

845

218

200

2107

Lightwell

1050

1050

1050

1780

-225

70600

-01 New Basement

0

300

5

-2325

Section Thro Basement 1 Lightwell 1 : 20

B

Lightwell 3D

2

B1

Y

D

existing roof 20 mm asphalt

02 Second Floor Lvl 6600

Type 4 sheathing felt

Square line gutter

9 20 20 96

12-15 mm ply sub- base

New 2nd floor Lvl TOS 2nd Floor 6293 6252

96mm Kingspan TR31 insulation s/w firrings 44mm to 0mm fall over joist. 30 mm KingspanTP10 insulation

100mm s/w joist double layer p/b ceiling

Warm Deck roof over rear bay.

3

Phase 1-Rear Bay Roof 1 : 10

No.

Description

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Wall Sections/Details

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

As indicated

L-(20)10

04/02/13 08/04/2021 17:27:54

Date


flat roof as specifcation below

1

Flat roof over dormer- as per flat roof specs below

1a

2 2a

02 Second Floor Lvl 6600 New 2nd2nd floor Lvl TOS Floor 6293 6252

Lead flashing over tile and under window sill as shown

2400

100 mm insulation between 100 mm timber wall

Ventilated cavity 01 First Floor Lvl 318

3420

502

Soffit ventilation holes or grill

2500

double skin wall with cavitysee spec below

New double skin wall as specs

00 Ground Floor Lvl 100 -02 Footpath Level -225

Foundation depth tba with building control. Spec as notes

Phase 1 Section H- Rear 1 Detail 1 : 20

Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux. <>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat.

- Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

<>New Walls (conti.)

<>New Walls (conti.)

- Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and infilled with 100mm Isowool APR1200 in the cavity

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internally with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates. - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

<>Roof construction - Flat roof (U value 0.11W/m²K) – 20mm mastic asphalt on, on sheathing felt on Kingspan Kooltherm K11 on sw firings to 1:80 fall on 200 x 50mm C16 sw timber joists @400mm c/s, Incorporate 150mm Kingspan Kooltherm K7between joists, located directly below the kooltherm K11,1000 gauge polythene vapour control layer. 2 x12.5mm plasterboard and plaster skim coat suspended ceiling

No.

Description

- Pitched Roof (U Value 0.18W/m²K) tiles on 25 x 38 mm tanalised timber battens, on Tyvec Supro Breather membrane and eaves carrier; on 150x50 C16 sw joists. With 65mm Celotex GA4000 rigid insulation between rafters, maintaining a 50mm airspace between the insulation and the breather membrane; underdrawn with 1000 gauge polythene VCL and 77.5mm of Celotex PL4000 comprising 75mm insulation,12.5mm plasterboard and plaster skim. -Dormer Roof(U value 0.15W/m²K) Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building paper on 19mm sheathing ply on 50 – 100mm sw firrings, on 150 x 50mm C16 sw joists @ 400mm c/s maintaining a 50mm through ventilated airspace between the joists over 100mm Celeotex GA4000 insulation, underdrawn with 1000 gauge polythene VCL and 67.5mm insulated wall board and plaster skim

Drawing Title

Architect / Designer

Drg. No.

Wall Sections/Details

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 20

L-(20)11

10/17/13 08/04/2021 17:27:56

Date


Y

D

D1

2

Z

D2D3

L-(39)30

1 L-(24)11

Y

D

D1

2

Z

D2D3

L-(39)30

1

30

250

424

916

250

50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser

DN

D1.51

2

2

2

L-(24)11

L-(24)11

L-(24)11

980

980

UP

252

980

286

L-311

250

L-311

250

250

1

250

1

L-(24)11

250

50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser

L-(24)12

1662

250

160

30

2

2920

Cut hole in existing timber floor for stairs. Staircase to specialist manufacturers design

10

10

980

1

250

980

10

Keep gap minimum at this wall as to keep staircase away from door swings

UP

30

484 100 mm between string & Gridline 4 for beam clearance

55

100

4

2920

10

146

125

Keep gap minimum at this wall as to keep staircase away from door swings 125

1297

125

78

980

10

T

250

10 string

TD

250

980

3453

250

L-(24)12

250

125

4

125

250

980

980 980

40

L-(24)12

3

930

2710

1

250

250

L-(24)12

1

250

250

1

980

980

10

10

10

10

58

L-(24)11

1 L-(24)11

Staircase- 01 Proposed 1st 3 Floor 1 : 20

Staircase- 0 Basement Plan

2

D

1 : 20

D1

1

Y

D

L-(24)11

D1

D3

Z

D2D3

1 L-(24)11

2 L-(39)30 TV

Y

D

D1

2

Z

L-(39)30

10

DG.29a

980

1

10

L-(24)12

10

UP

G51

1213

Staircase

50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser

9.1 m²

50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser

250 2

DG.51 Door Opening Outside

10

1150

L-(24)11

UP

4

55

125

10160

78

250

L-311

FLOOR JOIST SPAN

250

870

1899

250

980

L-(24)11

980

DG.52

205

250

980 Cut hole in existing timber floor for stairs. Staircase to specialist manufacturers design

2

250

788

666 DN

40

250

250

1

250

L-311

250

250

250

250

0° 35.0

1

980

250

250

30

980

250

930

30

250

250

250

980

980

980

10

250

1 L-(24)12

3

1 L-(24)11

Y D

D1

Staircase- 00 Ground Floor 1 Plan 1 : 20

Z

Staircase- 02 Proposed 2nd 4 Floor 1 : 20

No. A

B

C

Description

Date

2nd Floor level dropped, Staircase layout & its treads/riser changes Staircase layout & Internal well handrail change Handrail removed & new added, width changed

2013/08/2 2

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Staircase Plans

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 20

L-(24)10

03/18/13 08/04/2021 17:28:01

2014/01/2 1 2014/01/2 7


1

1

2

L-(24)12

L-311

L-(24)11

3

41

Y

D

1

L-310

D1

Z

L-(24)11

03 Second Ceiling Lvl

9050

9050

1120

03 Second Ceiling Lvl

6600

6600

New 2nd2nd floor Lvl TOS Floor 6293 6252

New 2nd2nd floor Lvl TOS Floor 6293 6252

980

10

00 Ground Floor Lvl 100 -02 Footpath Level

1101

-225

1108

01 First Floor Lvl 3420

50x50 shs newels. All newels to be mimimum1100 mm tall from highest adjoining riser

00 Ground Floor Lvl 100 -02 Footpath Level -225

175 175 175

350

1106

175

525

80x80 HBS to support staircase- see plan for details

50x50 shs newels. All newels to be mimimum1100 mm tall from highest adjoining riser

1100

10

80x80 HBS to support staircase- see plan for details

1109

3343

1105

50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser

Joists spanning left to right

1099

1112 1100

3157

1972 1106

3420

2425

10

10

01 First Floor Lvl

1100

28 0

1102

980 1101

13

80x80 HBS to support staircase- see plan for details

1103

10

1102

28 0

11 0

1101

980

1105

10

50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser

1103

10

175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178

980

1106

10

175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178

02 Second Floor Lvl

1112

02 Second Floor Lvl

-01 New Basement

-01 New Basement

-2325

Phase 1 Section D (Vertical Stairs) 1 thro 1 : 20

-2325

Phase 1 Section E (Hori. stairs) 2 thru 1 : 20 No. A

B

C

Description

Date

2nd Floor level dropped, Staircase layout & its treads/riser changes Staircase layout & Internal well handrail change Handrail removed & new added, width changed

2013/08/2 2

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Staircase Sections

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 20

L-(24)11

08/15/13 08/04/2021 17:28:05

2014/01/2 1 2014/01/2 7


Z

D1

D

1

Y

L-310

1 L-(24)11

03 Second Ceiling Lvl 9050

Cupboard Door Behind

1112

1126

Drainage trap for shower

6293

1112

50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser

Keep gap minimum at this wall as to keep staircase away from door swings

01 First Floor Lvl

1111

3420

50x50 shs newels. All newels to be atleast 1100 mm tall from highest adjoining riser

00 Ground Floor Lvl 100

1101

175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178 178

1103

1100

1107

1102

1099

178

New 2nd floor Lvl

0

-01 New Basement -2325

No.

Description

Phase 1 Section E (Hori. stairs)1 1 thru 1 : 20 Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Staircase Sections

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 20

L-(24)12

01/22/14 08/04/2021 17:28:33

Date


04 Roof Level 12000

3 3

4

New Lift Motor Room 1000

B20 5.1 m²

L-311

L-311

9050 (tbc by site measure)

1

3524

1

3983

3645

03 Second Ceiling Lvl

1556

1939

4 2355

02 Second Floor Lvl 6600 5

Lift- 0 Basement Plan 1 : 20

Lift- 00 Ground Floor Plan 1 : 20

87

3164

2

2342

2268

1934

(tbc by site measure)

1

L-(24)20

01 First Floor Lvl 3420

Lift Travel

mm 9181

1696

1548

1548

1695

3316

4112

2355

2000

00 Ground Floor Lvl 100

2280

1 : 20

4

Lift- 02 Proposed 2nd Floor

2371

3

Lift- 01 Proposed 1st Floor

1 : 20

5 L-(24)20

-01 New Basement -2325

330

3 Beam resting on raised brick wall. Brick to be cladded in Tiles

6

Phase 1 Section F (Vertical Lift Well) 5 thru 1 : 25

SPECIFICATIONS - Load - Persons - Travel - Stops - Power supply - Headroom - Stops 01-0 0-1 1-2 Pit Machine room Key pads: Evacuation control Lift Type

Lift- 03 Proposed Roof Plan 1 : 20

Beam as suggested by structural engineer Please refer to shedule for beam & padstone sizes. Lift Company to approve beam position.

Beam resting on raised brick wall. Brick to be cladded in Tiles

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Lift Well Plans & Sections

: 1000Kg : 12 to 13 : APPROX 9 mtrs : 4 Nos [01(basement),0,1,2] : 415v. : 3560mm

No. A

: site measure : site measure : site measure : 1250 mm : Adjacent to lift shaft [basement] : on levels 0,1,2 only : fire control in machine room Key switch on level 01 (basement) : Felesa Single Cylinder Hydraulic Lift for

B

C D

Description

Date

2nd Floor level dropped, Staircase layout & its treads/riser changes Staircase layout & Internal well handrail change Handrail removed & new added, width changed Site Levels Changed

2013/08/2 2

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

As indicated

L-(24)20

04/14/14 08/04/2021 17:28:38

2014/01/2 1 2014/01/2 7 2014/10/0 5


Extract to roof

TV

TV

TD T

TD T

TV

Room G23 13.2 m²

Call Light

T TD T TD

TV

TV

Room G22 13.5 m²

T

T

TD

TD

T TD T TD

Symbol= Single Switch socket Symbol= Double Switch socket Symbol= light Switch

TV

TD T

T TD

TV

TV

Symbol= Wall light Symbol= Emergency Lighting

Room

Symbol= Nurse call pull cord

G18

Symbol= Smoke detector

13.0 m² Staircase

Lobby

G51

G52

9.1 m²

2.1 m²

PIR

Symbol= Ceiling Lighting

Symbol= Fire Alarm Sounder

Symbol= Nurse Call Light

Room

Symbol: Ceiling Fan Extract

13.6 m²

Room G19

T TD

G20

TV TV

TD T

TV

PIR

13.9 m²

TV

TV

Symbol: Fire Break Glass Unit

TV

TD T

T TD

TD T

T TD

Phase 1 Grnd Floor-Lighting 1 &1 :Electrics 50

Phase 1 First Floor-Lighting 2 &1 :Electrics 50

No. A

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- M&E Plans (RCPs)

Description Layout Updated

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-(35)10

04/08/13 08/04/2021 17:28:42

Date 2014/02/2 8


TD T

T TD

T

Phase 1 Basement- Lighting 1 &1 :Electrics 50

Symbol= Single Switch socket Symbol= Double Unswitch socket Symbol= Double Switch socket Symbol= Fire Break Glass Unit @1250 mm high

TV

Symbol= Co-axial TV Cable @450mm high

TD

Symbol= Cat 6 for Data @450mm high

T

Symbol= Light switch

Symbol= Cat 6 for Telephone @450mm high

Symbol= wall mounted Fire Alarm Sounder @2450mm high Symbol= Unswitched shaver socket Symbol= Fire Alarm Panel Nurse Call light Symbol= Emergency Lighting Symbol= Ceiling Mounted Light Symbol= Emergency Pull Cord Symbo= Ceiling Fan Extract Symbol= Smoke detector

2

Lighting & Electrics Legend 1 : 50

No. A

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- M&E Plans (RCPs)

Description Layout Updated

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-(35)11

04/10/14 08/04/2021 17:28:43

Date 2014/02/2 8


B1

Y

D

D1

D2 D3

Z

E

1

1 1

L-310

AA1

1 L-313

B

1

1

4

AA1

1

1

L-(39)30 L-310 L-312L-(20)10

L-(20)11 2

1

1

L-313

L-312

B1

B

L-(20)11

Y

D D1

L-310

Z

D2 D3

E

2

L-(39)30

L-(39)30

1 L-(39)30

1a

1a

1a

170

2926

ABBREVIATIONS: Bxx = Ground Floor Beam No. xx B1xx = First Floor Beam No. xx B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx 4 BRxx = Roof Beam No. xxL-310

2b

2b

L-(39)31 UKC203x203x46

2b 2

L-(20)10

L-312

3653

4130

C6.1/ SHS 80x80x8 C6.4/ SHS 80x80x8

Lightwell

C6.1/ SHS 80x80x8

1089

3040

C6.1/ SHS 80x80x8

L-(24)12

L-(24)12

3

L-(24)12

2

UP

2997

L-(24)11

2490

1 L-(39)31

1

L-311

L-311

2

2

L-(24)11

L-(24)11

4

1 L-(39)31 C6.5/ SHS 80x80x8

C4.2/ UKC152x152x23

C4.1/ UKC152x152x37

DN

C2.3/ UKC203x203x60

UP

C6.5/ SHS 80x80x8

4

1 L-(39)31 B5/ UKB203x133x30

C1.1/ UKC203x203x46

B6/ UKB305x165x54 B7/ UKB203x133x25

C2.3/ UKC203x203x60

B4/ UKB203x133x25

L-311

3260

TD T

1

T

steel column base per structural engi. details

3

1

B2/ UKPFC200x90x30

1

C6.4/ SHS 80x80x8

C2.4/ UKC203x203x60

T TD

1

C6.3/ SHS 80x80x8

3260

C2.4/ UKC203x203x60

B3/ UKPFC200x90x30

New conc. retaining wall to struct. engi. details

3653

L-312

1

UKC203x203x46

1

2 Proposed 254x254x73 UC as struct. engineers details

Before making the doorway please check that the levels between No 3 & No 2 match Existing wall to be retained shown in solid dark hatch. Use existing retained walls for setting out

B6A/ UKB305x165x54 C1.1/ UKC203x203x46

B1/ UKC305x305x137 C1.2/ UKC203x203x46

C2.2/ UKC203x203x60

2592

5

2592

5

Column base with IL preferred at basement level, in C30 Conc. Size to struct. engineers details.

Elevated Bases

2

2

L-(39)31

L-(39)31

3234

1

0

L-310

2741

727

1903

1

2

160

3

6

6

2 L-(39)31 C2.1/ UKC203x203x60

1200

4

3234

B0/ UKC305x305x137

160

1200

1

5

L-310

394

2741 1

727

1903

394

4

L-(20)10 L-310 1

1

1

L-313

L-312

L-313

AA1

2 2a

2926

L-(39)31

2926

ABBREVIATIONS: Bxx = Ground Floor Beam No. xx B1xx = First Floor Beam No. xx B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx BRxx = Roof Beam No. xx

3

2926

3

2 2a

170

4032 170

170

2 2a

4032

1

4032

1

4032

1

B

B1

Y

D

D1

Z

Structural- 0 Basement 1 2 -Phase 1 : 50

D2 D3

E

1 1 4 L-312 L-(20)10 L-310

AA1

B

B1

Y

D D1

Z

D2 D3

No.

Description

Structural- 00 Ground 1 1 Floor-Phase 1 : 50

A

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Structural Floor Plans

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

Date

Layout updated, 2013/03/1 Revised layout as Struct. 8 Engi dwgs

NOTES: Exact settting out dimension to be measured by steel contractor

Project

E

L-(39)10

03/08/13 08/04/2021 17:28:47


B1

Y

D D1

Z

D2 D3

1

A1

B1

Y

D D1

E

2

L-310

L-(39)30

B

D2 D3

Z 1

2

L-310

A

E

AA1

L-(39)30

B

1

1

1

1

L-313

L-312

L-313

L-312

1 676

1

Existing beam 203x103 mm 3 weight of joist.

2926

SB4/ UKB178x102x19

SB6/ UKC203x203x60

FB5/ UKB305x165x54

2926

FB4/ UKB178x102x19

2

SB3/ UKB178x102x19

ABBREVIATIONS: Bxx = Ground Floor Beam No. xx 3 B1xx = First Floor Beam No. xx L-(20)10 B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx BRxx = Roof Beam No. xx

UKC203x203x46

2b 2

L-312

2 2a

170

170

supporting L-(39)31

UKC203x203x46 FB3/ UKB178x102x19

2926

2 2a

SB5/ UKC305x305x137

3

3355

4032 170

SB1/ UKB305x165x46

3668

L-(39)31

Proposed beams to be installed above the ceiling and existing beams. Position proposed beams between the existing joist without disturbing existing front to back joist.

FB1/ UKB305x165x46

FB2/ UKB305x165x46

UKC203x203x46

ABBREVIATIONS: Bxx = Ground Floor Beam No. xx B1xx = First Floor Beam No. xx B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx BRxx = Roof Beam No. xx

1a

4032

1a

2b

L-312

4 L-310

4

3653 B202A/ UKPFC200x75x23

L-(24)11

C3.6/ SHS100x100x10 B215A/ UKC203x203x46

5

B208/ UKB305x165x54

C2.2/ UKC203x203x60

B215/ UKC203x203x46

2592

C3.7/ SHS100x100x10 C3.8/ SHS100x100x10

6

C2.1/ UKC203x203x60

B212A/ UKB305x165x54

5

C3.5/ SHS100x100x10

C1.2/ UKC203x203x46

4

C1.1/ UKC203x203x46

C1.2/ UKC203x203x46

2592

B110A/ UKB305x165x54

B208A/ UKB305x165x54

B212/ UKB305x165x54

UKC203x203x46

B112/ UKPFC180x90x26

L-(39)31

DN

B211/ UKC203x203x46

B111/ UKB254x146x37

B106C/ UKB203x133x30

C2.3/ UKC203x203x60

2 L-(24)11

B213A/ UKC203x203x52

B110/ UKB305x165x54

C2.2/ UKC203x203x60

2

C4.1/ UKC152x152x37 C3.4/ SHS100x100x10

3083

B108/ UKB254x146x37 B106B/ UKB203x133x30

B207/ UKC203x203x46

L-(39)31

B107A/ UKB305x165x54 B109/ UKB178x102x19

C2.3/ UKC203x203x60

1

UP

1 L-311

B210/ UKB178x102x19

B107/ UKB305x165x54

316

C3.3/ SHS100x100x10

4 B106/ UKB203x133x30

B214A/ UKC203x203x46

2

1 L-(39)31

C3.1/ SHS100x100x10

B206/ UKB178x102x19

1

C1.1/ UKC203x203x46

UP

L-(24)11

B214/ UKC203x203x46

L-311

6

2 L-(39)31

B216/ UKC203x203x46

C2.1/ UKC203x203x60

B112A/ UKPFC180x90x26

2741

727

1903

394

0 1

1

L-313

L-312

4 L-310

160

3234

1

2

3

2741

1200

4

727

1903

394

160

0

5

1

2

1200

3

4

5

1

1

L-310

L-310 1 L-(39)30

Structural- 01 First 1 1 Floor-Phase 1 : 50

Structural- 02 Second 1 2 Floor-Phase 1 : 50

No. A

B

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Structural Floor Plans

3

L-(24)12

B213/ UKC203x203x52

2

3260

DN

1

B205/ UKPFC200x90x30

C3.2/ SHS100x100x10

B104/ UKPFC200x90x30

C4.1/ UKC152x152x37

B103/ UKPFC200x90x30

B102/ UKB254x146x37

1 L-311

B201/ UKC203x203x46

L-(24)12

C6.3/ SHS 80x80x8

B106A/ UKB203x133x30

B105/ UKB178x102x19

L-(24)12

1

C6.3/ SHS 80x80x8

B204/ UKPFC200x90x30

3

1

C6.1/ SHS 80x80x8

C2.4/ UKC203x203x60

B301/ UKC203x203x46

C6.1/ SHS 80x80x8

B203A/ UKC203x203x52

B101A/ UKPFC200x75x23

SB9/ UKC203x203x60

S209/ UKB254x146x37

C2.4/ UKC203x203x60

FB6/ UKC203x203x46

B203/ UKC203x203x52

B101B/ UKPFC200x75x23

B202B/ UKPFC200x75x23

3260

3653

L-310

Description

Date

Layout updated, Revised layout as Struct. Engi dwgs Steel Size updated as site survey

2013/03/1 8

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-(39)11

02/12/13 08/04/2021 17:28:50

2013/11/2 8


Piping Legend

1 Hr fire partition/break wall Incoming Gas main line

L-403

Incoming main electric cable Under Floor or ground soil Drain(100/150 dia)

1

Waste Water pipe (40 to 65mm dia) Top of drainage fresh air pipe connect to through pipe from roof Through Pipe- Collection or Air Vent Pipe

Surface Water Drain

B1 1

Y

D D1

Z

D2 D3

E

B1

1

AA1

L-313

1

B

L-312

AA1

L-313

4

D D1

D2 D3

E

B

1

L-310

L-310

Z

1 L-312

4

1

L-310

Y

L-310

2 L-(39)30 1

1

L-(39)30

L-(39)30

3

1

1

1a

1a

2 2a

2 2a

2b

2b

L-(39)31

ABBREVIATIONS: Bxx = Ground Floor Beam No. xx B1xx = First Floor Beam No. xx B2xx = Second Floor Beam No. xx B3xx = Second Floor Beam No. xx BRxx = Roof Beam No. xx

2

2 L-312

312

3

crank beam

RB01/ UKPFC200x90x30 C3.1/ SHS100x100x10

1

C3.1/ SHS100x100x10

L-311

538 2 L-(24)11

C3.4/ SHS100x100x10

B306/ UKC203x203x46

C1.1/ UKC203x203x46

C3.3/ SHS100x100x10

B304,B308,B311/ UKPFC200x90x30

0 x5 50

50 R3 x5 13 0x / 5+ RS A

B309/ UKPFC200x90x30

50 R3 x5 13 0x / 5+ RS A

B315/ UKC203x203x46

C3.6/ SHS100x100x10

C3.5/ SHS100x100x10

C1.2/ UKC203x203x46

C3.7/ SHS100x100x10

C3.8/ SHS100x100x10 2

358

C3.7/ SHS100x100x10

B313/ UKC203x203x46

B312/ UKPFC200x90x30

A RS 5+ x 0 x5 50

RB05/ UKPFC200x90x30

5

C3.5/ SHS100x100x10

RB04/ UKPFC200x90x30

L-(39)31

SA +R x5

4

C3.4/ SHS100x100x10

B314/ UKB178x102x19

B303,B307,B310/ UKPFC200x90x30

L-(39)31

1

C3.3/ SHS100x100x10

C3.6/ SHS100x100x10

RB06/ UKPFC200x90x30

1

4

B305/ UKPFC200x90x30

C3.2/ SHS100x100x10

6

L-(39)31

5

RB07/ UKPFC200x90x30

B302/ UKPFC200x90x30

RB03/ UKPFC200x90x30

C3.2/ SHS100x100x10

RB02/ UKPFC200x90x30

1 L-311

UKC203x203x46

L-(24)12

3

B301/ UKC203x203x46

1

C3.8/ SHS100x100x10

RB08/ UKPFC200x90x30

6

2 L-(39)31

2

Structural- 03 Second Floor 1 1 Ceiling-Phase 1 : 50

Structural- 04 Roof 1 2 Plan-Phase 1 : 50

L-403

No. A

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Structural Floor Plans

Description Steel Size updated as site survey

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-(39)12

02/12/13 08/04/2021 17:28:53

Date 2013/11/2 8


A

A1

B

B1

Y

D D1

Z

D2 D3

E

1

D D1

Z

D2 D3

E

1335

24

3653

4130

2 2a

2b

3653

3610

24

2b

1089

3668

2926

2926

2926

2a

170

Y

2926

B1

6318

B

170

AA1

4032

4032

1a

3040

DN

DN

200x50 C16 Joists @ 400 c/c

200x50 C16 Joists @ 400 c/c

200x50 C16 Joists @ 400 c/c UP

3260

3

3260

200x50 C24 Joists @ 400 c/c

3

UP

4

4 5487

200x50 C16 joists @ 400 c/c

New double joists 200x50 C16 to either sides of steel columns

200x50 C24 Joists @ 400 c/c

New double joists 200x50 C16 to either sides of steel columns

1116

3083

3083

New double joists 200x50 C16 to either sides of steel columns

5

3495

5

2019

2592

2592

New double joists 200x50 C16 to either sides of steel columns

New 2 Nos. 200x50 C24 Joist under partition.

200x50 C16 Joists @ 400 c/c

6 3234

2741

AA1

727

B

1903

B1

Y

394

160

6

1200

NOTE: 1) Double joist to both sides of openings for steel columns using 200x50 C16 or C24 Joist. 2) Exisiting FF joist taking full length partition >3.1 m span, to be double with 200x50 C24 Joists 3) New 2nd floor joist taking partition load to be doubled using 200x50 C16 joist

D D1

Z

D2 D3

2741

727

1903

0

E

Phase 1- Joist Layout- 00 Floor 1 Ground 1 : 50

394

Phase 1- Joist Layout- 01 Floor 2 First 1 : 50

160

3234

1

2

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Joist Layout Floor Plans

4

Description

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

5

NOTE: 1) Double joist to both sides of openings for steel columns using 200x50 C16 or C24 Joist. 2) Exisiting FF joist taking full length partition >3.1 m span, to be double with 200x50 C24 Joists 3) New 2nd floor joist taking partition load to be doubled using 200x50 C16 joist

No.

Project

3

1200

1 : 50

L-(39)15

09/26/13 08/04/2021 17:28:55

Date


B1

AA1

Y

D D1

D2 D3

Z

E

Phase 1- Joist Schedule

Reference Level

B

1

2926

2 2a

2b

3653

200x50 C16 Joists @ 400 c/c

200x50 C16 Joists @ 400 c/c

170

4032

1a

3 200x50 C16 Joists @ 400 c/c

3260

New double joists 200x50 C16 to either sides of steel columns

200x50 C16Joists @ 400 c/c UP

4

1710

1347

3778

New double joists 200x50 C16 to either sides of steel columns

200x50 C24 Joists @ 400 c/c

New double joists 200x50 C24 to either sides of steel columns

New 2 Nos. 200x50 C24 Joist under partition

5 2422 2592

3084

New double joists 200x50 C16 to either sides of steel columns

New 2 Nos. 200x50 C16 Joist under partition

200x50 C16 Joists @ 400 c/c

6

2741

727

1903

Phase 1- Joist Layout- 02 Floor 1 Second 1 : 50

394

160

1200

New 2 Nos. 200x50 C16 Joists with 12 mm flitch plate

NOTE: 1) Double joist to both sides of openings for steel columns using 200x50 C16 or C24 Joist. 2) Exisiting FF joist taking full length partition >3.1 m span, to be double with 200x50 C24 Joists 3) New 2nd floor joist taking partition load to be doubled using 200x50 C16 joist

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Joist Layout Floor Plans

Type

C16 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor Lvl: 60 01 First Floor Lvl 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl: 44 New 2nd floor Lvl New 2nd floor Lvl C16 Timber- 50x200 New 2nd floor Lvl C16 Timber- 50x200 New 2nd floor Lvl: 34 02 Second Floor Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor Lvl: 80 03 Second Ceiling Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling Lvl: 8 C16 Timber- 50x200: 226 C24 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor C24 Timber- 50x200 Lvl 00 Ground Floor Lvl: 7 01 First Floor Lvl 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl: 14 02 Second Floor Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl 02 Second Floor C24 Timber- 50x200 Lvl Architect / Designer 02 Second Floor Lvl: 32 Kunal Manani 03 Second Ceiling Lvl Designlabs 03 Second Ceiling C24 Timber- 50x200 Lvl HARROW, HA1 4TE 82A HARROW VIEW, 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling Lvl: 7

Type Count Mark

Length

Start Level Offset

1

0

1.06 m

0

1

0

1.08 m

0

1

0

1.10 m

0

3

0

3.63 m

0

19

0

27.13 m

0

2

0

2.87 m

0

4

0

6.19 m

-20

1

0

2.98 m

0

2

0

6.16 m

-20

4

0

13.26 m

0

10

0

33.59 m

0

2

0

6.88 m

0

2

0

6.92 m

0

2

0

7.00 m

-20

6

0

21.16 m

-20

60

141.01 m

1 2 2 4 1 2 8 2 2 2 9 6 3 44

0 0 0 0 0 0 0 0 0 0 0 0 0

0.67 m 2.86 m 2.87 m 6.19 m 1.76 m 6.16 m 25.63 m 6.88 m 6.92 m 7.00 m 31.56 m 21.16 m 15.30 m 134.97 m

0 -20 -20 -20 0 -20 0 -20 -20 -20 0 -20 0

17 17 34

0 0

39.10 m 44.58 m 83.68 m

-15 -15

2

0

0.70 m

0

6

0

2.19 m

0

1

0

0.49 m

0

8

0

4.65 m

0

1

0

0.75 m

0

2

0

2.86 m

-348

2

0

2.87 m

-348

4

0

6.19 m

-348

1

0

1.76 m

0

8

0

20.33 m

0

2

0

6.36 m

0

2

0

6.88 m

-348

2

0

6.92 m

-348

8

0

27.83 m

0

19

0

66.30 m

0

4

0

13.99 m

-348

8

0

28.22 m

-348

80

199.29 m

1

0

0.36 m

0

1

0

0.41 m

0

6

0

40.92 m

0

8 226

7

41.69 m 600.64 m

0

7 2 9 1 2 14

25.04 m

0

25.04 m 0 0 0 0

3.00 m 27.69 m 3.09 m 7.88 m 41.66 m

0 0 0 0

2

0No. 5.83 m 0 Description

1

0

3.00 m

0

13

0

39.51 m

0

4

0

12.33 m

-348

1

0

4.09 m

0

3

0

13.77 m

0

6

0

38.32 m

0

2

0

12.99 m

0

Drg. No. 32

L-(39)16

129.85 m

Date Scale @ A1 1 0 3.34 m 1 :1 50 0 4

0

1

0

7

0

3.5909/26/13 m 0 14.5208/04/2021 m 0 17:28:57 3.64 m 25.09 m

0

Date


1

1a

22a

2b

1

3

1

4L-(39)31

L-311

5

6

Batch 2 for steework grid 2 to 6

RB04/ UKPFC200x90x30 RB02/ UKPFC200x90x30

RB06/ UKPFC200x90x30

2

RB05/ UKPFC200x90x30

RB01/ UKPFC200x90x30

RB08/ UKPFC200x90x30

L-(39)31

2

10X

1 10X

L-(24)11

100

2

10X

100 10X

100

L-(24)12

10X

1

10X 100

2 L-(39)32

100

L-312

1 L-(39)32

00

3 L-(39)31

eiling Lvl

B 20 3 1 3x 3 / 20 3x 4

6

U KC

B 20 3 0 3x 1 / 20 3x 4

6

U KC

UKC203x203x46 3

B213/ UKC203x203x52

C3.3/ SHS100x100x10 UKC203x203x46 C3.1/ SHS100x100x10

02 Second Floor Lvl 6600

UKC203x203x46

New 2nd floor Lvl

B201/ UKC203x203x46

B216/ UKC203x203x46

B203A/ UKC203x203x52

B211/ UKC203x203x46 S209/ UKB254x146x37

6293 TOS 2nd Floor

2852

L-(20)10

2450

C3.7/ SHS100x100x10 C3.5/ SHS100x100x10

B207/ UKC203x203x46 B106/ UKB203x133x30

B112/ UKPFC180x90x26

B106A/ UKB203x133x30

B112A/ UKPFC180x90x26 C2.2/ UKC203x203x60

6252

01 First Floor Lvl 3420

C2.1/ UKC203x203x60 C2.4/ B102/ UKC203x203x60 UKB254x146x37

B106C/ UKB203x133x30 B111/ UKB254x146x37

B108/ UKB254x146x37

B106B/ UKB203x133x30 B1/ UKC305x305x137

B4/ UKB203x133x25

B0/ UKC305x305x137

00 Ground Floor Lvl 100

2425

B5/ UKB203x133x30

-02 Footpath Level -225

-01 New Basement

Structural- Phase 1 on Grid 1 B1 :(Vertical) 50

-2325

3

2

L-(39)31

L-312

1

1

L-311

L-(39)31 2 L-(39)31

1

1a

22a

2b

3

4

5 R313/ 50x50x5+RSA

6

50x50x5+RSA

03 Second Ceiling Lvl 9050

B306/ UKC203x203x46

B314/ UKB178x102x19

B315/ UKC203x203x46

B202B/ UKPFC200x75x23 SB1/ UKB305x165x46

B206/ UKB178x102x19

SB6/ UKC203x203x60

02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor

B210/ UKB178x102x19

UKB203x102x23

6293 6252

B212/ UKB305x165x54 B208/ UKB305x165x54

SB9/ UKC203x203x60

FB6/ UKC203x203x46 B105/ UKB178x102x19

FB2/ UKB305x165x46

01 First Floor Lvl

B109/ UKB178x102x19

3420

B110/ UKB305x165x54 B101B/ UKPFC200x75x23

B107/ UKB305x165x54

B6/ UKB305x165x54

00 Ground Floor Lvl 100

No.

-02 Footpath Level

Description -225 -01 New Basement -2325

Structural- Phase 1 on Grid (Vertical) 2 D2 1 : 50 Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Structural Sections

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

L-(39)30

05/03/13 08/04/2021 17:29:01

Date


1

1

L-313

L-312

AA1

B

B1

Y

D D1

Z

1 4

L-(39)30 1

L-310

04 Roof Level

L-310

12000 2

Y

L-(39)30

D D1

2

Z

L-(39)30

03 Second Ceiling Lvl

9050

9050

B208A/ UKB305x165x54

41

B208/ UKB305x165x54

New 2nd floor Lvl 6293

6293 6252

B210/ UKB178x102x19

10X

100

100

B107A/ UKB305x165x54 2

01 First Floor Lvl

6172

255

L-(24)11

B109/ UKB178x102x19

B107/ UKB305x165x54

10

0

00

00 Ground B6A/ UKB305x165x54

B6/ UKB305x165x54

beam on partywall

Detail 18

01 First Floor Lvl 3420

C1.1/ UKC203x203x46

Detail similar to Detail 21 10 X1

0 X1

3420

3090

3090

B108/ C2.3/ UKB254x146x37 UKC203x203x60

Detail 22

FB2/ UKB305x165x46

U KC 20 3x 20 3x 46

C4.1/ UKC152x152x37

Detail 17

U KC 20 3x 20 3x 46

10X

Detail similar to Detail 21

2522

3087

S209/ UKB254x146x37

SB6/ UKC203x203x60

SB5/ UKC305x305x137

02 Second Floor Lvl New 2nd2nd floor Lvl 6600 TOS Floor

3087

B207/ UKC203x203x46

SB1/ UKB305x165x46

U KC 20 3x 20 3x 46

100

Floor Lvl

FB5/ UKB305x165x54

FB1/ UKB305x165x46

Detail 21

U KC 20 3x 20 3x 46

10X

2798

03 Second Ceiling Lvl

00 Ground Floor Lvl

100

-02 Footpath Level 100 -225

-02 Footpath Level 0 10

-225

2400

X 10

10 X1 00

C4.2/ UKC152x152x23

For details see structural engineer's drawings # 107 -01 New Basement -2325

Structural- Phase 1 on Grid 1 41 :(Hori) 50 1

1

1

L-313

L-312

L-(39)30

AA1

B

Structural- Phase 1 on Grid 3 21 : 50

B1

Y

D D1

Z

4 L-310

04 Roof Level

1 L-310

12000 2 L-(39)30

03 Second Ceiling Lvl 9050

B212/ UKB305x165x54

B212A/ UKB305x165x54

New 2nd floor Lvl 6293 B210/ UKB178x102x19

B213/ UKC203x203x52

C1.2/ UKC203x203x46

B111/ UKB254x146x37

B110/ UKB305x165x54

B109/ UKB178x102x19

3077

B211/ UKC203x203x46

01 First Floor Lvl

C2.2/ UKC203x203x60

3420

B110A/ UKB305x165x54

B1/ UKC305x305x137

00 Ground Floor Lvl 100 -02 Footpath Level

No.

-225

A

Description

Grids updated, Internal 2013/03/2 partitions stud updated to 6 75mm, additional dims added

-01 New Basement -2325

Structural- Phase 1 on Grid 2 51 :(Hori) 50 Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Structural Sections

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 50

Date

L-(39)31

05/03/13 08/04/2021 17:29:04


5

2

6

L-(39)31

1209 210

1209

999

03 Second Ceiling Lvl

999

999

9050

° .00 135

° .00 135

Front crank beam profile

1799

1798

2798

70x70 or 75x75 support angles for parapet brickwork. Please calc ht of existing brick courses for ascertaining angle

02 Second Floor Lvl 6600 New 2nd floor Lvl 6293 TOS 2nd Floor 6252

1

Front Crank Beam Detail 1 : 25

1

3

1648

4

L-311

1

2

L-(24)12

L-(24)11

1 L-(39)31

175

03 Second Ceiling Lvl

1648

9050

135 .00 °

1153

Rear crank beam profile

2798

70x70 or 75x75 support angles for parapet brickwork

02 Second Floor Lvl 6600 New 2nd2nd floor Lvl TOS Floor 6293 6252

2

Rear Crank Beam 1 : 25

No.

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1-Crank Beam Details

Description

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

1 : 25

L-(39)32

12/02/13 08/04/2021 17:29:05

Date


Structure 3d - Phase 1 3 (Rear LHS)

No.

Structure 3d - Phase 1 (front 2 RHS)

Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Structural Isometrics

Description

Architect / Designer

Drg. No.

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

L-(39)50

06/02/11 08/04/2021 17:29:07

Date


Phase 1- Joist Schedule

Reference Level

Type

C16 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor C16 Timber- 50x200 Lvl 00 Ground Floor Lvl: 60 01 First Floor Lvl 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl C16 Timber- 50x200 01 First Floor Lvl: 44 New 2nd floor Lvl New 2nd floor Lvl C16 Timber- 50x200 New 2nd floor Lvl C16 Timber- 50x200 New 2nd floor Lvl: 34 02 Second Floor Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor C16 Timber- 50x200 Lvl 02 Second Floor Lvl: 80 03 Second Ceiling Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling C16 Timber- 50x200 Lvl 03 Second Ceiling Lvl: 8 C16 Timber- 50x200: 226

Structure 3d - Phase 1 Roof 4 Level

Structure 3d - Phase 1 3 Second Floor

Structure 3d - Phase 1 First 2 Floor

Structure 3d - Phase 1 1 Basement & Ground Project

Drawing Title

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Phase 1- Structural Isometrics Showing Joists

Architect / Designer Kunal Manani

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

Type Count Mark

Length

Start Level Offset

1

0

1.06 m

0

1

0

1.08 m

0

1

0

1.10 m

0

3

0

3.63 m

0

19

0

27.13 m

0

2

0

2.87 m

0

4

0

6.19 m

-20

1

0

2.98 m

0

2

0

6.16 m

-20

4

0

13.26 m

0

10

0

33.59 m

0

2

0

6.88 m

0

2

0

6.92 m

0

2

0

7.00 m

-20

6

0

21.16 m

-20

60

141.01 m

1 2 2 4 1 2 8 2 2 2 9 6 3 44

0 0 0 0 0 0 0 0 0 0 0 0 0

0.67 m 2.86 m 2.87 m 6.19 m 1.76 m 6.16 m 25.63 m 6.88 m 6.92 m 7.00 m 31.56 m 21.16 m 15.30 m 134.97 m

0 -20 -20 -20 0 -20 0 -20 -20 -20 0 -20 0

17 17 34

0 0

39.10 m 44.58 m 83.68 m

-15 -15

2

0

0.70 m

0

6

0

2.19 m

0

1

0

0.49 m

0

8

0

4.65 m

0

1

0

0.75 m

0

2

0

2.86 m

-348

2

0

2.87 m

-348

4

0

6.19 m

-348

1

0

1.76 m

0

8

0

20.33 m

0

2

0

6.36 m

0

2

0

6.88 m

-348

2

0

6.92 m

-348

8

0

27.83 m

0

19

0

66.30 m

0

4

0

13.99 m

-348

8

0

28.22 m

-348

80

199.29 m

1

0

0.36 m

0

1

0

0.41 m

0

6

0

40.92 m

0

8 226

41.69 m 600.64 m

C24 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor C24 Timber- 50x200 7 0 25.04 m 0 Lvl 00 Ground Floor Lvl: 7 7 25.04 m 01 First Floor Lvl 01 First Floor Lvl C24 Timber- 50x200 2 0 3.00 m 0 01 First Floor Lvl C24 Timber- 50x200 9 0 27.69 m 0 01 First Floor Lvl C24 Timber- 50x200 1 0 3.09 m 0 01 First Floor Lvl C24 Timber- 50x200 2 0 7.88 m 0 01 First Floor Lvl: 14 14 41.66 m 02 Second Floor Lvl 02 Second Floor C24 Timber- 50x200 2 0 5.83 m 0 Lvl No.50x200Description 02 Second Floor C24 Timber1 0 3.00Date m 0 Lvl 02 Second Floor C24 Timber- 50x200 13 0 39.51 m 0 Lvl 02 Second Floor C24 Timber- 50x200 4 0 12.33 m -348 Lvl 02 Second Floor C24 Timber- 50x200 1 0 4.09 m 0 Lvl 02 Second Floor C24 Timber- 50x200 3 0 13.77 m 0 Lvl 02 Second Floor C24 Timber- 50x200 6 0 38.32 m 0 Lvl 02 Second Floor C24 Timber- 50x200 2 0 12.99 m 0 Lvl 02 Second Floor Lvl: 32 32 129.85 m L-(39)51 Drg. No. 03 Second Ceiling Lvl 03 Second Ceiling C24 Timber- 50x200 1 0 3.34 m 0 Lvl Scale @ A1 Date 03 Second Ceiling C24 Timber- 50x200 1 0 3.59 m 0 Lvl 09/24/13 03 Second Ceiling C24 Timber- 50x200 4 0 14.52 m 0 Lvl 08/04/2021 03 Second Ceiling C24 Timber- 50x200 1 17:29:12 0 3.64 m 0 Lvl 03 Second Ceiling Lvl: 7 7 25.09 m C24 Timber- 50x200: 60 60 221.64 m


Phase 1- Structural Beams & Bracing

Reference Level

Mark

-01 New Basement -01 New Basement

Start Level Type Mark Length Volume Offset

Type

10X100

-01 New Basement

Phase 1- Structural Beams & Bracing

11

10X100

11

-01 New Basement: 2

3.64 m 3.87 m 7.51 m

00 Ground Floor Lvl 00 Ground Floor Lvl

10X100

11

6.21 m

00 Ground Floor Lvl

10X100

11

6.18 m

00 Ground Floor Lvl

90x90x8RSA

2.84 m

00 Ground Floor Lvl

90x90x8RSA

2.56 m 3.50 m

3.32 m

00 Ground Floor Lvl

B2

00 Ground Floor Lvl

B3

00 Ground Floor Lvl

B4

UKPFC200x90x3 9 0 UKPFC200x90x3 9 0 UKB203x133x25 15

00 Ground Floor Lvl

B5

UKB203x133x30

4

3.50 m

00 Ground Floor Lvl

B6

UKB305x165x54

7

5.53 m

00 Ground Floor Lvl

B6A

UKB305x165x54

7

1.62 m

00 Ground Floor Lvl

B7

UKB203x133x25

15

3.08 m

3.50 m

41.84 m

00 Ground Floor Lvl: 11 01 First Floor Lvl 01 First Floor Lvl

10X100

11

6.05 m

01 First Floor Lvl

10X100

11

6.07 m

UKPFC200x75x2 14 3 UKPFC200x75x2 14 3 UKB254x146x37 9

1.05 m

01 First Floor Lvl

B101A

01 First Floor Lvl

B101B

01 First Floor Lvl

B102

01 First Floor Lvl

B103

UKPFC200x90x3 9 0

1.29 m 3.32 m 3.68 m

0.003 m³ 0.004 m³ 0.007 m³

0.006 m³ 0.006 m³ 0.004 m³ 0.003 m³ 0.013 m³ 0.013 m³ 0.010 m³ 0.012 m³ 0.036 m³ 0.010 m³ 0.009 m³ 0.121 m³

0.006 m³ 0.006 m³ 0.003 m³ 0.004 m³ 0.014 m³ 0.013 m³

-280 -280 -25 -25 -25 -25 -25 -25

Reference Level

Mark

01 First Floor Lvl

B104

01 First Floor Lvl

Phase 1- Structural Beams & Bracing

Start Level Type Mark Length Volume Offset

Type

B105

UKPFC200x90x3 9 0 UKB178x102x19 2

3.55 m

01 First Floor Lvl

B106

UKB203x133x30

4

3.47 m

01 First Floor Lvl

B106A

UKB203x133x30

4

3.76 m

01 First Floor Lvl

B106B

UKB203x133x30

4

3.64 m

01 First Floor Lvl

B106C

UKB203x133x30

4

3.64 m

01 First Floor Lvl

B107

UKB305x165x54

7

5.54 m

01 First Floor Lvl

B107A

UKB305x165x54

7

1.58 m

01 First Floor Lvl

B108

UKB254x146x37

9

3.12 m

01 First Floor Lvl

B109

UKB178x102x19

2

3.09 m

01 First Floor Lvl

B110

UKB305x165x54

7

5.57 m

01 First Floor Lvl

B110A

UKB305x165x54

7

1.54 m

01 First Floor Lvl

B111

UKB254x146x37

9

2.55 m

01 First Floor Lvl

B112

01 First Floor Lvl

B112A

UKPFC180x90x2 16 6 UKPFC180x90x2 16 6

-25

3.68 m

3.06 m 3.06 m 72.31 m

01 First Floor Lvl: 21

-275 -275 -225 -255

New 2nd floor Lvl New 2nd floor Lvl

50x50x5+RSA

0.61 m

New 2nd floor Lvl

50x50x5+RSA

1.05 m

New 2nd floor Lvl

50x50x5+RSA

1.83 m

New 2nd floor Lvl

50x50x5+RSA

0.61 m

New 2nd floor Lvl

50x50x5+RSA

1.17 m

New 2nd floor Lvl

50x50x5+RSA

1.22 m

New 2nd floor Lvl

UKB203x133x30

4

5.01 m

0.013 m³ 0.008 m³ 0.012 m³ 0.014 m³ 0.014 m³ 0.014 m³ 0.036 m³ 0.010 m³ 0.013 m³ 0.007 m³ 0.036 m³ 0.010 m³ 0.011 m³ 0.010 m³ 0.010 m³ 0.263 m³

0.000 m³ 0.001 m³ 0.001 m³ 0.000 m³ 0.001 m³ 0.001 m³ 0.019 m³

Reference Level

Mark

New 2nd floor Lvl

B201

UKC203x203x46

-275

New 2nd floor Lvl

B202A

-255

New 2nd floor Lvl

B202B

-225

New 2nd floor Lvl

B203

UKPFC200x75x2 14 3 UKPFC200x75x2 14 3 UKC203x203x52 20

3.26 m

-245

New 2nd floor Lvl

B203A

UKC203x203x52

3.32 m

-245

New 2nd floor Lvl

B204

3.68 m

-255

New 2nd floor Lvl

B205

-255

New 2nd floor Lvl

B206

UKPFC200x90x3 9 0 UKPFC200x90x3 9 0 UKB178x102x19 2

-255

New 2nd floor Lvl

B207

UKC203x203x46

8

3.47 m

-245

New 2nd floor Lvl

B208

UKB305x165x54

7

5.48 m

-245

New 2nd floor Lvl

B208A

UKB305x165x54

7

1.58 m

-245

New 2nd floor Lvl

B210

UKB178x102x19

2

3.09 m

-245

New 2nd floor Lvl

B211

UKC203x203x46

8

3.64 m

0

New 2nd floor Lvl

B212

UKB305x165x54

7

5.52 m

-630

New 2nd floor Lvl

B212A

UKB305x165x54

7

1.65 m

New 2nd floor Lvl

B213

UKC203x203x52

20

2.55 m

New 2nd floor Lvl

B213A

UKC203x203x52

20

2.59 m

-41

New 2nd floor Lvl

B214

UKC203x203x46

8

0.73 m

-41

New 2nd floor Lvl

B214A

UKC203x203x46

8

0.73 m

-41

New 2nd floor Lvl

B215

UKC203x203x46

8

0.73 m

-41

New 2nd floor Lvl

B215A

UKC203x203x46

8

0.73 m

-41

New 2nd floor Lvl

B216

UKC203x203x46

8

3.64 m

-41

New 2nd floor Lvl

S209

UKB254x146x37

9

3.12 m

-200

Structural Column Material Takeoff

-01 New Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement -01 New Basement -02 Footpath Level -02 Footpath Level 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 01 First Floor Lvl 01 First Floor Lvl 01 First Floor Lvl New 2nd floor Lvl New 2nd floor Lvl

Top Level

Type Mark

Column Location Mark

Family and Type

03 Second Ceiling Lvl New 2nd floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl

C1 C2 C3 C6 C6 C6

UKC-UK Columns-Column: UKC203x203x46 UKC-UK Columns-Column: UKC203x203x60 UKC-UK Columns-Column: UKC152x152x23 SHS-Square Hollow Sections-Column: SHS 80x80x8 SHS-Square Hollow Sections-Column: SHS 80x80x8 SHS-Square Hollow Sections-Column: SHS 80x80x8

D2-4 B1-3 D1(701)-4 Y-3(-275) Z-3(-275) Y-4(205)

03 Second Ceiling Lvl

C1

UKC-UK Columns-Column: UKC203x203x46

D2-5

New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl

C2 C2 C2 C4 C6 C6

UKC-UK Columns-Column: UKC203x203x60 UKC-UK Columns-Column: UKC203x203x60 UKC-UK Columns-Column: UKC203x203x60 UKC-UK Columns-Column: UKC152x152x37 SHS-Square Hollow Sections-Column: SHS 80x80x8 SHS-Square Hollow Sections-Column: SHS 80x80x8

B1-5 B1-6 B1-4 A-4 Z-3(73) Y-3(87)

02 Second Floor Lvl 02 Second Floor Lvl

C3 C3

UKC-UK Columns-Column: UKC152x152x23 UKC-UK Columns-Column: UKC152x152x23

03 Second Ceiling Lvl

New 2nd floor Lvl

03 Second Ceiling Lvl

New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl

02 Second Floor Lvl 02 Second Floor Lvl 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level

C1 C1 C3 C3 C3 C3 C3 C3 C3 C3

Base Offset

-100 167 0 0 0 0

Top Offset

Height

0 11.48 m -41 8.41 m -305 2.12 m -200 2.23 m -200 2.23 m -200 2.23 m

Type

-255

Material: Volume

0.07 m³ 0.06 m³ 0.01 m³ 0.00 m³ 0.00 m³ 0.00 m³

8

20

3.76 m 1.08 m 1.29 m

3.68 m 3.67 m

74.44 m

New 2nd floor Lvl: 30 02 Second Floor Lvl 02 Second Floor Lvl

Base Level

Start Level Type Mark Length Volume Offset

02 Second Floor Lvl Ordering Batch Structural Material 02 Second Floor Lvl: 2

10X100

11

6.08 m

10X100

11

6.11 m 12.19 m

03 Second Metal - Steel 43-275 Ceiling Lvl 03 Second Metal - Steel 43-275 Ceiling Lvl Metal - Steel 43-275 03 Second Metal - Steel 50-355Ceiling Lvl Metal - Steel 50-355 03 Second Ceiling Lvl Metal - Steel 50-355

10X100

11

3.15 m

10X100

11

3.08 m

50x50x5+RSA

6.54 m

0

0

9.28 m

03 Second Ceiling Lvl 0.05 m³ Metal - Steel 43-275

10X100

11

3.11 m

11

3.10 m

-100 -41 -100 -41 -400 -400

6.36 m 6.42 m 8.89 m 6.55 m 6.10 m 6.10 m

0.05 m³ 0.05 m³ 0.07 m³ 0.03 m³ 0.01 m³ 0.01 m³

03 Second Ceiling Lvl Metal - Steel 43-275 Metal - Steel 43-275 Ceiling Lvl 03 Second Metal - Steel 43-275 03 Second Metal - Steel 43-275 Ceiling Lvl Metal - Steel 50-355 03 Second Metal - Steel 50-355 Ceiling Lvl

10X100

-265 -265 -2800 -400 0 0

10X100

11

3.11 m

10X100

11

3.10 m

10X100

11

3.12 m

A1-1a A(-3373)-1a

0 0

-300 -300

2.88 m 2.88 m

03 Second Ceiling Lvl 0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel 43-275 03 Second Ceiling Lvl

10X100

11

3.08 m

10X100

11

3.12 m

Timber: 140x140

Y(90)-6(-1033)

0

0

2.76 m

10X100

11

3.06 m

Timber: 140x140

Z(-429)-6(-1038)

0

0

2.76 m

UKC203x203x46

8

0.18 m

UKC-UK Columns-Column: UKC203x203x46 UKC-UK Columns-Column: UKC203x203x46 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10 Square Hollow Sections-Column: SHS100x100x10

B(224)-6 B(224)-3 B-5(-308) B-6(1247) B(258)-5(-308) B(258)-6(1247) B-4(1399) B-4(383) B(258)-4(1399) B(258)-4(383)

-41 -41 -41 -41 -41 -41 -41 -41 -41 -41

1500 1050 0 0 0 0 0 0 0 0

1.85 m 1.40 m 5.75 m 5.75 m 5.75 m 5.75 m 5.75 m 5.75 m 5.75 m 5.75 m

0.05 m³ Wood - Dimensional 03 Second Ceiling Lvl Lumber 0.05 m³ Wood - Dimensional 03 Second Ceiling Lvl Lumber 0.01 m³ Metal - Steel 43-275 Ceiling Lvl 03 Second 0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 03 Second Ceiling Lvl

UKC203x203x46

8

0.27 m

Timber: 140x140

D1(921)-5(240)

0

-700

2.25 m

Grand total: 28

0.04 m³ Wood - Dimensional 03 Second Ceiling Lvl Lumber 0.70 m³ 03 Second Ceiling Lvl

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Batch 2- Beams and Columns Schedule

4.55 m

9

0.29 m

9

5.97 m

9

5.97 m

9

0.29 m

03 Second Ceiling Lvl

8

5.48 m

03 Second Ceiling Lvl

B309

0.29 m

03 Second Ceiling Lvl

B312

03 Second Ceiling Lvl

B313

UKPFC200x90x3 9 0 UKPFC200x90x3 9 0 UKC203x203x46 8

1.63 m

03 Second Ceiling Lvl

B314

UKB178x102x19

3.09 m

03 Second Ceiling Lvl

B315

UKC203x203x46

03 Second Ceiling Lvl

R313

50x50x5+RSA

04 Roof Level 04 Roof Level 04 Roof Level

04 Roof Level

Architect / Designer

04 Roof Level

Kunal Manani

Designlabs

100x10

UKPFC200x90x3 0 B303,B307 UKPFC200x90x3 ,B310 0 B304,B308 UKPFC200x90x3 ,B311 0 B305 UKPFC200x90x3 0 B306 UKC203x203x46

04 Roof Level

Drawing Title

3.81 m

B302

04 Roof Level

82A HARROW VIEW, HARROW, HA1 4TE

04 Roof Level 04 Roof Level 04 Roof Level: 8

No.

2

0.29 m

8 5.48 m Description 6.36 m 91.91 m

03 Second Ceiling Lvl: 30

Project

100x10

2.26 m

03 Second Ceiling Lvl

*(note that needle beam B0 & B1 under column C2.1 & C2.2 on gridline 5 & 6 is free issue to contactor)

2.59 m

2.78 m

8

03 Second Ceiling Lvl

Total weight= Vol of beams + Vol of columns x 7.85 = 11.85 tons *

2.78 m

UKC203x203x46

03 Second Ceiling Lvl

B301

UKPFC150x90x2 4 UKPFC150x90x2 4 90x90x8RSA

RB01

UKPFC200x90x3 9 0.26 m 0 RB02 UKPFC200x90x3 9 1.02 m 0 RB03 UKPFC200x90x3 9 1.02 m 0 RB04 UKPFC200x90x3 9 0.26 m 0 L-(39)100 Drg. No. RB05 UKPFC200x90x3 9 0.26 m 0 ScaleUKPFC200x90x3 @ A1 Date9 1.12 m RB06 0 RB07 UKPFC200x90x3 9 1.04 m 05/01/13 0 RB08 UKPFC200x90x3 9 0.19 m 08/04/2021 17:29:15 0 5.15 m 305.34

0.021 m³ 0.003 m³ 0.004 m³ 0.020 m³ 0.020 m³ 0.013 m³ 0.013 m³ 0.008 m³ 0.019 m³ 0.036 m³ 0.010 m³ 0.007 m³ 0.021 m³ 0.037 m³ 0.010 m³ 0.015 m³ 0.015 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.021 m³ 0.013 m³ 0.341 m³

-41 -255 -20 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41

0.006 m³ 0.006 m³ 0.012 m³

0.004 0 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.001 0 m³ 0.001 0 m³ 0.009 -36 m³ 0.009 -36 m³ 0.003 0 m³ 0.004 0 m³ 0.004 0 m³ 0.013 0 m³ 0.001 0 m³ 0.023 0 m³ 0.023 0 m³ 0.001 0 m³ 0.033 0 m³ 0.001 0 m³ 0.001 0 m³ 0.008 3 m³ 0.007 0 m³ 0.034 0 Date m³ 0.004 0 m³ 0.213 m³

0.001 m³ 0.003 m³ 0.003 m³ 0.001 m³ 0.001 m³ 0.003 m³ 0.003 m³ 0.001 m³ 0.017 m³ 0.973

0 0 0 0 0 0 0 0


1

Scaffolding 3D 01

No.

2

Description

Scaffolding 3D 02

Project

Drawing Title

Architect / Designer

Drg. No.

Ravenscroft Park Care Home Extension 2-6 Ravenscroft Park, Barnet, EN5 4ND

Temp Scaffolding 3D

Kunal Manani

Scale @ A1 Date

Designlabs

82A HARROW VIEW, HARROW, HA1 4TE

T-(01)100

08/06/12 08/04/2021 17:29:32

Date


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