Health Care/Care Home - Ravenscroft Nursing Home - Care Home In Conservation Zone

Page 1

Drawing Set Type

Sheet Number

Sheet Name

-L-(1)100

Drawing Issue Sheet Registration Plans- Basement

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

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

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

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

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

099- Temp Works

T-(01)100

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

Sheet List Current Current Revision Revision Date Date

A

Current Revision Description

B B A C B A A A

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

D D B B

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

Layout Changed Layout Changed Layout Updated Site Levels Changed

B C A F E G E

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

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

E E G D

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

Layout Changed Layout Changed Layout Changed Layout Changed

C

2014/03/05 Layout Changed

D

2014/10/05 Site Levels Changed

C C

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

A A A B A

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

A

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

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

Designed By Kunal Manani Designer

Drawing Issued Yes

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

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

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

Yes Yes Yes Yes Yes Yes

Kunal Manani

Yes

No.

Project

Drawing Title

Architect / Designer

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

Drawing Issue Sheet

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

--

Scale @ A1 Date 03/22/13 22/10/2014 11:14:44

Date


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

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

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

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

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

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

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

00 Ground Floor Lvl 00 Ground Floor Lvl

DG.54 DG.54a

Interior Exterior

1000 x 2100mm 2020 x 2110mm 2

Double Swing Door with VP & Alarm linked Magnet

1000 2020

44 44

FD60s

00 Ground Floor Lvl 00 Ground Floor Lvl

DG.54i DG.54j

Interior Interior

Room Doors with Magnets linked to Fire Alarm Accordion Door

1000 1829

44 13

FD30s

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

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

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

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

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

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

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

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

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

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

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

2050 2050 2050 2060 2050

2050

FD60s 0 0

Signage

Vision Panel

916 916 916 726 916

916

2050 2050 2050 1990

916 916 916 897

2050 2000

916 957

Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Painted Hardwood -Painted Painted Hardwood -Painted Painted

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

1 1 1 No

1

1

1 1 1 1 1

1 1

1 1

1

1 1

1

1 1

1

1 1

1

1 1

1

1 1

1

1 1

No

1

Yes

1 1 1

1 1 1 1

1

1

3 4

1

No Yes

0

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

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

Yes

Fire Door-Keep Shut

Yes Yes Yes

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

Yes

Fire Door-Keep Shut

1

1

1

1

3

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

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

1

1

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

Yes Yes Yes Yes

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

1 1 1 1 1 1 1 1 1

1 1 1 1 1

2050 2050

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

3 3 3 3 3 3 3 2 2

Yes Yes

Fire Door-Keep Shut Fire Door-Keep Shut

1 1 1

1

2050

Painted Painted 916 Painted

3 3 3

Yes

Fire Door-Keep Shut

62

25

No.

Description

2050 2050 2050 2050 2050

916 916 916 916 916

Project

Drawing Title

Architect / Designer

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

Phase 1- Door Schedule

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

No

Yes Yes

1 1

2060 FD30s FD30s FD30s 0 FD30s FD60s FD60s 0 FD30s

Finish

S/s Butt Hinges

Width

DoorCloser

Description

Push Plate + D-handle (Pair)

Structural Size

Maglock + Keypad

Function

Door Door Panel Panel Height Width

Thumb Turn+Handle

Mark

Fire Rating

Kick Plate

Level

Door Thickness

Lock+Lever Handle (Pair)

Door Schedule

1 1

1 1

1

1 1

1

1 1

1

1 1

1

1 1

1

1 1 Yes No No

1 1 1 1

1 1 1 1

1 1 1 1 1 1

1 Yes

1 1

1 1 1 1

1 No

17

1

15

1

40 180

Drg. No.

C-(31)100

Scale @ A1 Date 11/30/10 22/10/2014 11:14:44

Date


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

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

Operation DoublePanelVertical DoublePanelVertical DoublePanelVertical

DoublePanelVertical DoublePanelVertical

DoublePanelVertical DoublePanelVertical TriplePanelVertical DoublePanelVertical DoublePanelVertical

Mark 424 259 260 339 393 394 402 426 451 345 380 381 418 445 447 452 384 408 431 449 450

Type Mark 89 23 23 102 17 17 83 83 102 37 33 36 23 103 50 103 77 43 77 92 92

Count 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Type 900 x 1050mm Deep 1200 x 1350mm Deep 1200 x 1350mm Deep 1545x1500 mm 0610 x 1830mm 0610 x 1830mm 900 x 1350mm 900 x 1350mm 1545x1500 mm 1200x1500 mm 1000 x 1200mm 1500x1500 mm 1200 x 1350mm Deep 1000x1000 mm 2070 x 1050mm Deep 1000x1000 mm 1350 x 1200mm Deep 2 1100 x 1250 mm 2 1350 x 1200mm Deep 2 78x140 78x140

Head Height 1895 2150 2150 2300 2630 2630 2150 2150 2300 2300 2000 2300 2150 1840 2505 1840 2100 2300 1340

Sill Height 845 800 800 800 800 800 800 800 800 800 800 800 800 840 1225 840 900 1000 140

Height 1050 1350 1350 1500 1830 1830 1350 1350 1500 1500 1200 1500 1350 1000 1280 1000 1200 1300 1200

Width

Cost

900 1200 1200 1554 610 610 900 900 1554 1200 1000 1500 1200 1000 2070 1000 1350 1000 1350

No.

Project

Drawing Title

Architect / Designer

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

Phase 1- Window Schedule

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

C-(31)200

Scale @ A1 Date 12/31/10 22/10/2014 11:14:44

Date


Lounge Areas Level

Name

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

Num ber

Lounge 1 Lounge G50 Lounge G63 Lounge G50 a Lounge G62

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

Lounge 150 Lounge 160 Lounge 151

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

Lounge 255

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

FIRE ZONE 1

FIRE ZONE 2

FIRE ZONE 3

FIRE ZONE 4

FIRE ZONE 5

Existing wall FIRE ZONE 6

UP

FIRE ZONE 7

Conc pier as structural engi. detail

FIRE ZONE 8

FIRE ZONE 9

Full Layout -01 Basement1 1 Phase 1 : 100

FIRE ZONE 10

FIRE ZONE 11

FIRE ZONE 12

FIRE ZONE 13

Conservatory

FIRE ZONE 14

Lounge G50a

FIRE ZONE 15

8.9 m² FIRE ZONE 16

Room

Room

G01

G02

13.8 m²

Room

13.9 m²

G27 15.5 m²

Room

Room

G26

G25

13.7 m²

13.5 m²

Room G24 13.4 m²

Lounge

Lounge

Room

G63

G23

11.1 m²

FIRE ZONE 20

13.2 m²

G50 FIRE ZONE 21

112.2 m² Room

FIRE ZONE 22

Total 28 Rooms

G03 13.9 m²

Legend 1

Room

1 : 100

G22 Room

13.5 m²

G04 13.2 m²

Room

Room

Room

G28

G21

G05

14.9 m²

12.3 m²

14.9 m² Office Room

171

G06

15.3 m²

Room

Room

G12

G15

13.6 m²

14.3 m²

Room Lobby

G18

DN Staircase G52

13.0 m²

G512.1 m²

14.1 m²

9.1 m² Shower/WC Reception

218

G55 18.3 m² Room G07 12.7 m²

Room G08 16.4 m²

Room G09 13.4 m²

Room

3.7 m² Room

Room

G11

G10

14.5 m²

18.1 m²

Room

Room

G13

G14

Room

18.0 m²

14.6 m²

G16

Room

G19

Room

G17

13.9 m²

G20

14.9 m²

13.6 m²

16.6 m²

Full Layout 00 Ground 1 2 Floor-Phase 1 : 100 Phase 1 Lounge Areas: No.

No of Rooms on all 3 Floors = 64. Out of which 4 are registered doubles. Thus, the nursing home can be registered for 68 residents.

A

B

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

Description 2nd Floor level dropped, Staircase layout & its treads/riser changes Layout Updated

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

Project

Drawing Title

Architect / Designer

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

Proposed Phase 1Fire Zones

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-110

Scale @ A1 Date 1 : 100

08/30/13 22/10/2014 11:14:52

Date 2013/08/22

2014/02/28


Room Room

Room

F02

F01

Total 23 Rooms

12.5 m²

F21

17.0 m²

Lounge

Room

160

F20

30.1 m²

13.3 m²

?

Corridor

?

158

?

14.5 m²

Room

14.3 m²

F19 13.0 m²

Room F03

Room

13.0 m²

F04

Room

F22

13.3 m²

F23

13.0 m²

Room

Room F18 12.2 m²

13.1 m² Room Room

Room

Room

F06

F09

F12

13.7 m²

13.3 m²

15.1 m²

Lounge 150

F15 DN

13.1 m² UP

71.2 m²

Room Lounge 151 Redundant Room

Bathroom 154 7.4 m²

F07

Room

Room

13.3 m²

F08

F10

Room

13.8 m²

12.4 m²

F05

Room

Room Room

F11

F14

F13

13.3 m²

13.5 m²

Room

Room

F17

F16

13.9 m²

14.1 m²

15.6 m²

16.7 m²

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

Total 12 Rooms

Room S12 23.3 m²

Room Room

S04

S06

18.4 m²

12.7 m²

?

Room

?

S11

?

12.0 m²

UP

DN

Room S03 23.2 m²

Room

Room

S05 Room 14.1 m² S07 25.5 m²

Room S08

S10 12.2 m²

22.6 m²

Lounge 255 34.2 m²

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

No. A

Project

Drawing Title

Architect / Designer

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

Proposed Phase 1Fire Zones

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description Layout Updated

L-111

Scale @ A1 Date 1 : 100

10/08/13 22/10/2014 11:15:06

Date 2014/02/28


0

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line

L-401

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

2

Waste Water pipe (40 to 65mm dia)

Freezer Room

Top of drainage fresh air pipe connect to through pipe from roof

B02a

Through Pipe- Collection or Air Vent Pipe

7.8 m²

Surface Water Drain

AA1

Office

B

B1

Y

D D1

D2 D3

Z

E

62 3.5 m²

Store 61 3.2 m²

Store B11 6.4 m²

1 1a

WC B10 2.6 m²

2 2a

2b

Store 67 3.9 m²

3

4 Corridor

Staircase

B01B

170

Store

17.0 m²

19.5 m²

B12 8.0 m²

5

6

0

1

2

3

4

Phase 1 Basement- Lighting 1 &1 :Electrics 50

5

No. A

Project

Drawing Title

Architect / Designer

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

Existing- Basement

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description Walls retained & sizes altered

L-200

Scale @ A1 Date 1 : 50

09/02/10 22/10/2014 11:15:06

Date 2013/02/22


0

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line

L-401

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

2

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

AA1

B1

B

Y

D

D1

1

D2 D3

Z

E

L-300

2 L-300

37

Room

Room

89

90

13.5 m²

13.7 m²

Room

Room

91

92

13.5 m²

15.1 m²

1 Studio 5

1a

125

Corridor

Room

170

32.8 m²

4.1 m²

88

170

191

143

Lounge

4032

4032

21.3 m²

2 2a

Studio 4

112.2 m² Room

144

5.4 m²

14.9 m²

2926

93

2926

Room

124

2.0 m²

2b 3932

Corridor 121 12.5 m²

Room

87

94

142

6.8 m²

3653

Room

Courtyard

14.9 m²

5.0 m²

3

7072

Room

14.3 m²

7.9 m²

Studio 2 118

3260

148

13.6 m²

225

95

EQ

96

Studio 1

EQ

Room

200x50 C24 Joists

Room

200x50 C16Joists

119

Redundant Room 3262

15.8 m²

4

Corridor 200x50 C16Joists

97 133

Room

12.4 m²

117

125

Corridor 299

7.0 m²

Corridor

27.3 m²

131

Corridor

5.5 m²

120

Room

5

16.5 m²

98 Room 99 18.0 m²

Room

Room

100

116

14.6 m²

2592

14.5 m²

16.6 m² Studio 3 130

6

19.3 m²

7526 3234

2741

1

0

1

2

3

4

727

1903

5

L-401

1

00 Existing Ground Floor

160

394

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

No.

1 : 50

A

Project

Drawing Title

Architect / Designer

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

Existing- Ground Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

1200

Drg. No.

Description

Walls retained & sizes altered

L-201

Scale @ A1 Date 1 : 50

09/02/10 22/10/2014 11:15:07

Date 2013/02/22


0

1

2

3

4

5

Piping Legend 1 Hr fire partition/break wall Incoming Gas main line

L-401

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

2

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

AA1

B

B1

Y

D D1

1

D2 D3

Z

E

L-300

2 L-300

1 1a Studio 7 187 21.6 m²

Room

37

2 2a

111 Room

12.7 m²

114 14.3 m²

DB.174 Studio 6 Lobby

186

159

2b

18.3 m²

6.3 m²

Room

Room

37

113

108

13.0 m²

13.1 m²

DB.182

DB.181

11

11

DB.180

3 1663

2980

DB.178

109

163

13.3 m²

8.4 m²

or

DB.183

WC 158 15.1 m²

4921

Staircase

1078

Room

1634

DB.175

Studio 10 184

Studio 9

19.1 m²

188

4

Redundant Room Corridor 162

13.1 m²

26.5 m²

10014

3442

Lobby

128

Room

5

106 13.8 m²

Room

Room

Room

112

107

110

13.3 m²

13.9 m²

Studio 8 183 20.3 m²

12.4 m²

6 2966

1

1

L-300

L-401

1

01 Existing First Floor No.

1 : 50

Project

Drawing Title

Architect / Designer

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

Existing- First Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-202

Scale @ A1 Date 1 : 50

03/20/13 22/10/2014 11:15:08

Date


0

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line

L-401

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

2

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

AA1

B

B1

Y

D D1

1

D2 D3

Z

E

L-300

2 L-300

1 1a

2 2a

2b

3

Studio 11 Room

193

182

62.3 m²

19.4 m²

4 DB.430

DB.431

Room

Room

179

180

10.5 m²

Redundant Room

Room

5

181 23.5 m² Studio 12 194 Redundant Room

6

Symbols Legend

SD

Smoke Detector 1

1

L-300

L-401

1

02 Existing Second Floor 1 : 50

No.

Project

Drawing Title

Architect / Designer

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

Existing- Second Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-203

Scale @ A1 Date 1 : 50

03/20/13 22/10/2014 11:15:10

Date


Piping Legend 1 Hr fire partition/break wall Incoming Gas main line

L-401

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

2

Waste Water pipe (40 to 65mm dia) 0

1

2

3

4

5

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

AA1

B

B1

Y

D D1

1

Z

D2 D3

E

L-300

2 L-300

1 1a

2 2a

2b

3

4

5

6

1

1

L-300

L-401

0

1

1

2

3

4

No.

5

Description

04 Existing Roof Plan 1 : 50

Project

Drawing Title

Architect / Designer

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

Existing- Roof Plan

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-204

Scale @ A1 Date 1 : 50

03/22/13 22/10/2014 11:15:11

Date


AA1

B1

B

Y

D D1

D2 D3

Z

E

2b

727

1903

394

1114

250

1000 213 3260

retaining wall to retaining wall

UP

wall to Grid4

4

3083

3024

125

250

175

mm clear

1136

2897

TD T

1143

3997

125

4590

2883 retaining wall to Grid 4

162

4977

1311

1500

retaining wall to retaining wall clear 1500

4529

2797 936

Conc pier as structural engi. detail

2315

1022

T

600

727

1093

231

2348 T TD

250

3

255

2741

5

Room 125

2797

B24 Staircase B23a

8.0 m²

1093

1143

1000 1004

B21

1000 1143

B19

125

125

9.1 m²

Corridor

Not Enclosed

1081

UP

T

11.2 m²

Corridor

Store

1604

TD T

2610

4699

125

B22

125

T TD

2280

-01 New Basement Setting 1 Out 1 : 50

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

2

-01 Proposed Basment 1 : 50

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

2 L-403

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

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

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

No. A B

C

D

Description

Date

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

2013/02/22

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 1- Basement GA Plan

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-210

Scale @ A1 Date 1 : 50

10/04/10 22/10/2014 11:15:12

2013/03/26

2013/08/22

2014/03/05


Room G27

Room

Room

G26

G25

13.7 m²

13.5 m²

Room G24

15.5 m²

Lounge Quite

Lounge

G63

G62

11.1 m²

10.6 m²

13.4 m²

Room G23 13.2 m² DG.31 Library Shelving

DG.32

DG.54a Room G22 13.5 m²

Room

Room IC

G28

G21

14.9 m²

12.3 m²

Room

Room

G12

G15

13.6 m²

14.3 m²

DB.441

DG.29a

Cupboard with one fixed door pane

Room G18 13.0 m²

Shower/WC

Staircase DN

DG.52 Lobby G51 DG.51G52 9.1 m²

rODDING POINTDG.26

DG.25

DG.27

218

Room

G13 18.0 m²

14.6 m²

Room G20

14.9 m²

Room G14

Worktop

13.9 m²

G17 Room

DG.27a

DG.26a Room G19

3.7 m²

13.6 m²

Room

Narrow Bedside

G16

Pedestal Sink

Recessed Cupboard

16.6 m²

Cupboard with one fixed door pane

Drawer Chest

IC

Layout of Proposed 00 Floor-Phase 1 1 Ground 1 : 75

IC

0

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

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

1

2

3

4

5

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

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

No. A

B C D

Description

Date

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

2013/03/18

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 1- Ground Floor GA Plan

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-211

Scale @ A1 Date 1 : 75

02/08/13 22/10/2014 11:15:19

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


0

1

2

3

4

5

Lounge

Room

160

F20

30.1 m²

13.3 m²

Corridor

Corridor

158

Room

WC

159

F21

G77

11.8 m²

14.3 m²

5.5 m²

14.5 m²

Corridor

Room

161

F19

15.4 m²

13.0 m²

Room

Room Room F23

F18

F22

12.2 m²

13.0 m²

13.1 m²

Room

Room

Room

F09

F12

F15

13.3 m²

15.1 m²

13.1 m²

DN

D1.51 UP

Corridor 157 20.0 m²

D1.26

D1.27

D1.25a Room F08 13.8 m²

Room

Room

F10

F11

12.4 m²

13.3 m²

Room Room

Room

F17

Room

F14

F16

14.1 m²

F13

13.5 m²

15.6 m²

13.9 m²

Notes

37

Layout of Proposed 01 First 1 1 Floor-Phase 1 : 75

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

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

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

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

No. A B

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

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

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 1- First Floor GA Plan

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-212

Scale @ A1 Date 1 : 75

02/08/13 22/10/2014 11:15:24

Date 2013/08/22 2014/02/28


0

1

2

3

4

5

Room S12 23.3 m²

Room

Room

Room

S06

S09

S11

12.7 m²

17.2 m²

12.0 m²

UP

DN

Room S05 14.1 m²

Room

Room

S07

S10 Room

25.5 m²

12.2 m²

S08 22.6 m²

Nurse Station

Cupboard between 2 steels

Floor Finish: Lounge Carpet 255

Vinyl Floor

34.2 m²

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

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

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

No. A B

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

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

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 1- 2nd Floor GA Plan

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-213

Scale @ A1 Date 1 : 75

02/08/13 22/10/2014 11:15:31

Date 2013/08/22 2014/10/05


0

1

2

3

4

5

Piping Legend 1 Hr fire partition/break wall Incoming Gas main line

L-403

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

1

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

AA1

B

B1

Y

D D1

D2 D3

Z

E

1 1a

2 2a

2b

3

4

5

6

2

1

Demo. Plan- 0 Basement

L-403

1 : 50

No.

Project

Drawing Title

Architect / Designer

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

Phase 1 - Demolition Plan- Basement

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-220

Scale @ A1 Date 1 : 50

03/25/13 22/10/2014 11:15:32

Date


0

1

2

3

4

5

Piping Legend 1 Hr fire partition/break wall Incoming Gas main line

L-403

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

1

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

1 L-(20)11 2

1

L-(39)30

L-310 1 L-(39)30

1

1

L-313

L-312

37

3 L-(39)31

1 L-(20)10

3932

2

4

L-312

L-310

1 L-(24)12

1

1

L-311

L-311

2 L-(24)11

1

299

L-(39)31

2 L-(39)31

4

1

L-310

2

1

1

L-313

L-312

L-(20)11 1

L-403

1

L-310

L-(20)10

1 L-(39)30

Demo. Plan- 00 Ground 1 Floor 1 : 50

No. A

B

Project

Drawing Title

Architect / Designer

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

Phase 1 - Demolition Plan- Grnd Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

Layout updated, Revised 2013/03/18 layout as Struct. Engi dwgs New walls added to 2013/08/16 current Phasing

L-221

Scale @ A1 Date 1 : 50

Date

03/25/13 22/10/2014 11:15:34


0

1

2

3

4

5

Piping Legend 1 Hr fire partition/break wall Incoming Gas main line

L-403

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

1

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

1

1

L-313

L-312

4

1

1

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

1 L-310

2 L-(39)30

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

2 L-312

1 L-(24)12

1 L-311 2 L-(24)11

1 L-(39)31

2 L-(39)31

1

Demo. Plan- 01 First Floor 1 : 50

2 L-403

No. A

B C

Project

Drawing Title

Architect / Designer

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

Phase 1 - Demolition Plan- 1st Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

Handrail Added, string 2013/08/15 sizes updated as meeting comments Layout changed as site 2013/08/22 meeting (20/8/13) Layout Updated 2014/02/28

L-222

Scale @ A1 Date 1 : 50

Date

03/25/13 22/10/2014 11:15:35


0

1

2

3

4

5

L-403 1

AA1

B

B1

Y

D D1

Z

D2 D3

E

1 1 L-313

2

L-310

1

L-(39)30

L-312

1 1a

2 2a

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

2b 2 L-312

4 L-310

3

1

1

L-(24)12

L-(24)12

2

2

L-(24)11

L-(24)11

1 L-311

4

1 L-(39)31

5

6

2 L-(39)31

1 L-(20)11

4 L-310

2 L-403

No.

1 L-(39)30

1

A

L-310

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

Demo. Plan- 02 Second 1 Floor 1 : 50

Project

Drawing Title

Architect / Designer

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

Phase 1 - Demolition Plan- 2nd Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-223

Scale @ A1 Date 1 : 50

03/25/13 22/10/2014 11:15:36

Date 2013/08/22


0

Flooring Legend

L-403

1

2

3

4

Piping Legend

5

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

Existing Timber Floor

1

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

Proposed insulated concrete Floor

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

Existing Concrete Floor

AA1

B1

B

Y

D

D1

New timber floor

D3

D2

Z

E

1 L-310

1

1

L-313

L-312

2 L-(39)30

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

1a

1a

4032

1

4032

1

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

2 2a

170

170

2 2a

3

2926

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

2926

L-(39)31

New GF/FF cavity wall as per notes below

2b

24

1

2b

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

Lightwell

900x1050 Window. Window wall to to align with wall above (see section)

1957

175

L-(24)12

377

DB.02 175

1000

3260

145

4

DB.04

1093

103

1000 1370 542

Dashed line indicates existing walls to be demolished

3083

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

L-(24)11

1213

175

DB.05

2

1600

DB.03

4320 1143

1143

140

Proposed 254x254x73 UC on 2000x2000x600 pad

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

Cross bracing

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

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

RED rectangle indicates depth of foundation to be checked and underpinned

1 L-311

1666

125

DB.01 1000

L-(39)31

2673

1143

125

1084

be investigated)

125

424 UP

1000

1

1294 Existing Floor (build-up to

1081

Proposed insulated concrete Floor

2 L-(24)11

295

125 15

3306

2610 750 2897

2343

125

T

1 Conc pier as per structural engi. details L-311

L-(24)12

TD T

L-(20)10

3

125 1022

727

1

2797

RED rectangle indicates depth of foundation to be checked and underpinned

2392

1

125

1200

T TD

504

250

100 250

250

1968 1

350

250

700

1109

915

175

3653

2307 3610

523 New conc. retaining wall to struct. engi. details

2592

5

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

6

2 L-(39)31

1 L-310

727

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

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

L-310

B

L-403 Notes Scope of works: Information provided in drawings is for general construction purposes. All work as per instructions to comply with Specifications and Building Regulations General Specifications: <> Foundations: - Strip foundations to new external and internal loadbearing walls/partitions will be generally not less than 1000mm below ground level x 600mm minimum width subject to the recommendations of the site investigation report and the design of the structural engineer. - Column bases will be constructed to the dimensions specified by the structural engineer. - The primary foundation of all columns and walls will be on a sub soil strata approved the Structural Engineer and the Approved Inspector. - Foundation concrete will generally be of C20 sulphate resisting unless otherwise specified by the structural engineer. <> Floors - Basement Floor – (U value 0.23W/m²K) - 65mm reinforced screed on 60mm Celotex FR 5000 on 35mm Sika render applied and installed strictly in accordance with the terms and conditions of BBA Certificate 00/3761, on 300mm reinforced concrete on 100mm hardcore. - Ground floor (U value 0.21W/m²K)– 75mm reinforced sand/cement screed on 75mm Celotex FF4000 on 1200 gauge polythene dpm on 150mm concrete beam and block suspended floor - New first and second floors(58DnTw+Ctr(dB) airborne and 52LnTw(db) impact sound insulation)-. 23mm Karma Acoustic insulation boards with perimeter isolation strips on, 20mm T & G chipboard, on 200x50mm C16 sw joists @max 400mm c/s infilled with 100mm 45kg/m³ mineral wool slabs1x12.5mm plasterboard; 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim.

Project

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

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

B1

Y

D

D1

Z

D2 D3

E

<>New Walls (conti.)

<>New Walls (conti.)

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

Dormer walls(U value 0.18W/m²K) – Code 4 lead applied, clipped and fixed in accordance with the Lead Development Association recommendations on building 2 paper on 19mm sheathing ply on 100 x 50 C16 sw studwork infilled with 100mm Celotex GA4000, 1000 gauge VPL line internallyL-(39)30 with 37.5mm insulated wallboard.

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

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

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Drawing Title

Architect / Designer

Phase 1-Const. Work Drawing-Basement

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

No. A B

C

D E F

Drg. No.

Description

Date

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

2013/02/22

L-250

Scale @ A1 Date 1 : 50

02/12/13 22/10/2014 11:15:37

2013/03/18

2013/03/26

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


0

Flooring Legend

L-403

1

2

3

4

Piping Legend

5

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

Existing Timber Floor

1

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

Proposed insulated concrete Floor

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

AA1

B1

B

Y

2741

New timber floor

D D1

2629

D3

Z

394

2

1

L-(39)30

L-310

New IC to be connected into exising sewer line

1 L-(39)30

to IC New soil pipe r to be laid ove ipe er p existing sew

Trial pits

line er w e wS e N

Existing Sewer line

Existing Sewer line 1066

2498

360

1554

DG.53a TD T

4151

1a

125

Existing Conc Floor

DG.31a 1640

DG.31

1484

1714 1837

TV

3 L-(39)31

DG.30a

centers

3074

2949

2683

2551

Existing Manhole

T TD

4

3256

3126

2b

3113

FLOOR JOIST SPAN

8512

Existing Manhole

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

Hexagon indicates location of trial holes New inspection chamber

2680

TV

1000

DG.53

779

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

1000

1557

1702

1668

1689

453

1116

125

2956

T TD

1031

836

824

2370

1369

wall centres

wall to center

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

125

2432

2540

1870

TV

Recessed Cupboard

DB.472

DG.01

Narrow Bedside

6

Cupboard with one fixed door pane

Pedestal Sink

T TD

TV

L-(39)31

3078

3081

TV

New Conc Floor: See notes below

5

558

TD T

3260 6352

3097

664

New column with base below

DG.27a

3097

2

125

100

147

100

953

DG.27

0 90

DG.26a

DG.25a

Hexagon indicates location of trial holes

100

2005

1596

1755

100

772

1030

450

1000

DG.26 974

DG.25

254

683

DG.50a

3877 125

1000

4

5614

1347

1490

DG.50

1358

wall to center

L-(39)31 Existing conc. floor to be demolished to make basement & repaced with new timber floor

1436

L-311

3083

1000

DG.51

125

45

1689

80

DG.28

1

3260

862

1084

1

1472

682

870 1899

Cut hole in existing timber floor for stairs. Staircase UP to specialist 3045 manufacturers design

3

1078

DG.52

889

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

666

1747

2

0° 35.0

DG.28a Noggings between joist under floor. Fire stop in the floor void below.

125

794

1 L-311

4457

Hexagon indicates location of trial holes

FLOOR JOIST SPAN

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

125

455

1022

TV

1596

775

100

1200 FLOOR JOIST SPAN

955

3468

T TD

DG.29a

L-(24)12

DB.441

DG.29

Dashed line indicates existing walls to be demolished

L-310

Glazed roof over lightwell

1

1441

6330

125

130

130

1750

1000

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

300

1 L-(20)10

DG.30

1000

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

TD

T

1200

920

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

Existing concrete floor to be retained.

Existing Conc Floor

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

2 2a

2926

Proposed insulated concrete Floor

1780

460

DG.54a

346 100

170

1750 125

1286

centers

1350

1533

2020

DG.54

1475

125

DG.32

1433

1558

126

125

3717

DB.79

1247 65

1000

1000

1604

DB.78 1570

1

100

4424

4101

4286

4101

2611

2396

TV

Existing Conc Floor

Sliding Folding door Door to fold into wall partition

New Conc Floor: See notes below

125

TD T

5116

4032

1 L-312

3653

1 L-313

E

2592

Existing Concrete Floor

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

160

DB.416

2

1200

00 Proposed Ground 1 1 Floor-Phase 1 : 50

4

1

1

L-313

L-312

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

L-(20)10

<>New walls - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on 3mm plaster skim coat. - Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity closers. Lintols over door and window openings to be from the Catnic range unless otherwise specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non- load bearing partitions enclosing bedrooms: (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

<>New Walls (conti.)

L-310

727 1

<> Floors - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs; 1x12.5mm plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster skim. - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with 37.5mm Celotex PL4000 and 9mm Superlux.

1

L-310

L-403 Notes

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

1 L-(39)30

B

1903

B1

Y

394

D D1

Z

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

D2

<>New Walls (conti.)

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

No. A B

C D E

E

Description

Date

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

2013/02/22

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 1-Const. Work Drawing-Gnd Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-251

Scale @ A1 Date 1 : 50

09/28/12 22/10/2014 11:15:42

2013/03/26

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


L-403

0

Flooring Legend

1

2

3

4

Piping Legend

5

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

1

Existing Timber Floor

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

Proposed insulated concrete Floor

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

Existing Concrete Floor

A1 A

B1

B

Y

D D1

D2 D3

Z

New timber floor

E

1 1

L-310

L-(20)11

1

1

L-313

L-312

2

1828

TV

TV

L-(39)30

FLOOR JOIST SPAN

707

1a

D1.28

3355 170

1435

1435

125

3260

156

1881

FLOOR JOIST SPAN

1000

250

250250

D1.27

1000

178

1000

463125

1792 1490

D1.27a 3380

5

611

TV

TV

2592

1837

3416

596

6 TD T

FLOOR JOIST SPAN

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

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

2592

D1.26a

79

1342 125

380

1769

1610

1122

FLOOR JOIST SPAN

1612

D1.26 125 528

T TD

L-(39)31

1682

37

TD T

2

125

D1.25a

Existing timber floor to be retained. Double up floor joist under partitions New steel columns from Ground floor to second floor as struct. engineers details

4

3083

1177

1831

2 L-(24)11

1644

1877

834

DB.199

1735

435

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

79

TV

540 125

834

1000

L-311

834

450

125

779

170

D1.25

1297

1

1347

1472

1000

D1.50 D1.50a

125

3

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

997

1689

L-(39)31

D1.52

125 618

1002

UP484 2920

1342

1

125

1150 DN

125

1580 Before making the doorway please check that the levels between No 3 & No 2 match

1653

1

D1.51 1008

1764

L-(24)11

816

1652

D1.28a

Steel column to Struct. engi. details & specs

4921 250250250250250 3453

4638

L-311 2

D1.53

1662

980

450

937

2920

FLOOR JOIST SPAN

FLOOR JOIST SPAN

New steel column as struct. engineers details

1

309

75

D1.29a 125

1593

DB.183

3653

1438

TV

3408

L-(24)12

2926

100 1506

3002

TD T

1

D1.29

2b

2926

3411

3374

3311

3126 1200

1000

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

L-310

GF/FF cavity wall as per notes below

125

1750

L-312

Proposed new timber Floor as specs

DB.182

6318

6306 2 4

Scafolding contractor to avoid supports in and around basement lightwell

100

1204

T TD

D1.30

263

New larger window to be substitued in lieu of existing window

1105

1000

2500

TD

T

2 2a

1200

D1.30a

Bathroom to be demolished & New window added New GF/FF cavity wall as per notes below

1285

125

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

1119 642

2551

L-(20)10

10 8 90 0

2807

FLOOR JOIST SPAN

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

1000

3

1714

2070

Proposed new timber Floor as specs

1242

100

3 L-(39)31

125

440

TV

1661

360

100

4705

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

D1.54

1750

D1.31

125

713

130

125 1278

block window

178

125

125

925

1200

1000

125

T TD

T TD

2057

105

2932

5924

3388

4329

1643

829

1629

D1.31a

5051

905

105

3557

1076

1 676

152 600

FLOOR JOIST SPAN

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

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

4 L-310

Scafolding to subcontractors design & specs

1 L-310

2741

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

727

1903

394

160

1200

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

No. B

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

C

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

D

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster.

F G

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

Project

Drawing Title

Architect / Designer

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

Phase 1-Const. Work Drawing-1st Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

E

Drg. No.

Description

Date

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

2013/03/18

L-252

Scale @ A1 Date 1 : 50

08/01/12 22/10/2014 11:15:48

2013/03/26

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


L-403

0

Flooring Legend

1

2

3

4

5

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

Existing Timber Floor

1

1

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

L-(20)11

Waste Water pipe (40 to 65mm dia)

Proposed insulated concrete Floor

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

Existing Concrete Floor

AA1

B1

B

Y

D D1

D2 D3

Z

New timber floor

E

1 2

L-310

1

1

L-313

L-312

L-(39)30

1

170

4032

1a

3

2 2a

L-(39)31 3

1350

2926

L-(20)10

420

2b 2 L-312

FLOOR JOIST SPAN

1084

3045

1684

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

1559

125

1000

22

25

D2.29

UP 3045

727

1669

125

D2.09

1624

160

1881

0

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

1593

105

1351

3083

4130

10630

880

1593 1721

1028 1000

253

1490

475

125

D2.25

5228 1347

265

125

D2.50

L-(24)11

4

1530

DN

1372

D2.10

1498 1490

1000

L-(39)31

1422

1593

D2.28

1

125

2

125

125

1102

D2.53

840

L-(24)11

125

D2.28a

2

1774

1652

1750

D2.52

FLOOR JOIST SPAN

1000

1 L-311

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

D2.25a 185

376

5

2592

125

6740

3489

2592

5579

Required Dimension y FLOOR JOIST SPAN

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

FLOOR JOIST SPAN

Existing timber floor to be retained. Double up floor joist under partitions 2 L-(39)31

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

6

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

form valley to both sides of new infill roof

02 Proposed Second 1 1 Floor-Phase 1 : 50

1 L-(24)12

125

105

Generic 280mm

3

752

59 125

FLOOR JOIST SPAN

L-(24)12

3977 1554

125

1

3260

L-310

3653

See structural engineers drawings for detail & structural member sizes

4

4 L-310

727 1 L-310 1

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

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

<>New Walls (conti.)

L-(39)30

B1

<>New Walls (conti.)

Y

Z

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

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

No. A B

C D E

Description

Date

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

2013/02/22

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 1-Const. Work Drawing-2nd Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-253

Scale @ A1 Date 1 : 50

09/29/10 22/10/2014 11:15:56

2013/03/18

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


0

1

2

3

4

Piping Legend

5

1 Hr fire partition/break wall Incoming Gas main line

L-403

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

1

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

AA1

B

1

1

L-313

L-312

B1

Y

D D1

D2 D3

Z

E

4 1

L-310

L-310

2 L-(39)30

1 L-(39)30

1 1a

2 2a

3 L-(39)31

46°

2b 2 L-312

3

1

45°

44°

45°

L-(24)12

1 L-311 2

45°

L-(24)11

4

1 L-(39)31

44° 44°

Flat roof Space for Heat pumps

44°

44°

44°

5

6

2 L-(39)31

45°

45°

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

<> Floors <>New Walls (conti.) - Existing first and second floors (minimum 40dB airborne sound insulation)23mm Karma Acoustic insulation boards with perimeter isolation strips on, existing T &G boarding, on - Internal non- load bearing partitions between adjoining shower rooms - 92mm Gyproc “C” existing sw joists infill between joist with 100mm 45kg/m³ mineral wool slabs;11x12.5mm studs @ 600mm c/s faced both sides with 2 layers of 12.5mm Moisture Resistant Soundbloc 1 plasterboard, 150mm void Gyproc Casoline ceiling suspended from timber joists @600 c/s plasterboard, plaster skimmed on 18 mm plywood on gypframe Service support plates and L-312skim. L-(39)30 infilled with 100mm Isowool APR1200 in the cavity using Gypframe acoustic hangers, 2 x12.5mm Fireline plasterboard and plaster - Floors over unheated spaces(Uvalue 0.17W/m²K) 22mm Flooring grade T and G chipboard on 175x50 C16 grade joist infilled with 100mm CelotexFR5000 between joist and underdrawn with - Internal non- load bearing partitions between shower rooms and corridors –Metal Stud 37.5mm Celotex PL4000 and 9mm Superlux. (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe <>New walls Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc - Ground/First Floor External Cavity Wall – (U value 0.21W/m²K) plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. From Outside to Inside finishes: 103mm Facing brick, 50mm cavity, Tyvek moisture barrier on, Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 100x50mm C16 timber studs @400 c/s infilled with 90mmCelotex FR5000, 1000 gauge 25kg/m². polythene vapour control layer, 37.5mm Celotex PL 4000, 2x12.5mm Gyproc Soundbloc on (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each 3mm plaster skim coat. side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from - Generally cavity walls are to have: dpc’s complying with BS8215:1991 located at least bedrooms to have a minimum mass of 25kg/m². 150mm above adjoining ground level; stainless steel wall ties at 900mm horizontal c/s and 450mm vertical c/s. Cavities to be closed at reveals with 100mm Thermabate insulated cavity - Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each closers. Lintols over door and window openings to be from the Catnic range unless otherwise side with sand/cement render, plaster skimmed. specified by the Structural Engineer. Dpc cavity trays to be incorporated over lintels. Provide weepholes @ 450mm c/s Internal finish to be 12.5mm plasterboard on dabs and 3mm plaster. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, - Internal non- load bearing partitions enclosing bedrooms: plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster (i) Metal Stud (56 RwdB- 50Rw+Ctr)- 92mm Gypframe “C”studs @ 600mm c/s faced each side skimmed on 18 mm plywood on Gypframe Service Support Plates. with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to - Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm have a minimum mass of 25kg/m². Celotex PL4000, and 13mm lightweight plaster. (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the have a minimum mass of 25kg/m². terms and conditions of BBA certificate 00/3761

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

No.

Description

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

Project

Drawing Title

Architect / Designer

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

Phase 1-Const. Work Drawing-Roof Plan

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-254

Scale @ A1 Date 1 : 50

08/27/13 22/10/2014 11:15:56

Date


0

1

2

3

4

5

Lounge 4425

65.7 m²

7000

Room 8 TD T

13.4 m² Lounge 37

Room

5473

15.5 m²

10 19.0 m²

Lounge 112.2 m²

DG.32

5079

DG.54a

Courtyard 7 46.7 m²

T TD

450

DG.25

Room 11

T TD

TV

14.9 m²

23

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

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

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

No.

Description

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

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 2-Const. Work Drawing-Gnd Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-261

Scale @ A1 Date 1 : 50

12/09/10 22/10/2014 11:15:59

23

Date


540

37

13.5 m²

25

Room

D1.25a

450

13.1 m²

26

Room

13.3 m²

29

Room TD T

T TD

14.8 m² 13.8 m²

13.9 m²

1400

40

Room

91.4 m²

33

Lounge

35

32

Room Room

1200

1505

10 12

13.6 m²

30

TV

Room

TD T

TD T

Project

Drawing Title

Architect / Designer

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

Phase 2-Const. Work Drawing-1st Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-262

Scale @ A1 Date 1 : 50

02/12/13 22/10/2014 11:16:01

Date

01 Proposed First 2 1 Floor-Phase 1 : 50

3718

14.0 m²

18

Room

13.7 m²

39

Room

14.0 m²

17

Room 6.3 m²

0

1

3064

38

Description

2860

Room

2

1064

3

4

5

3345

No.


15

22.6 m²

Room

16

Room

DN

25.5 m²

L-(24)20

5

0

Project

Drawing Title

Architect / Designer

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

Phase 2-Const. Work Drawing-2nd Floor

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-263

Scale @ A1 Date 1 : 50

02/12/13 22/10/2014 11:16:02

02 Proposed Second 2 1 Floor-Phase 1 : 50

5 4 3

Description

1

2

No.

Date


L-403 1

AA1

B1

B

Y

D

D1

D2

Z

D3

E

1a

1a

170

170

2926

2926

2 2a

4032

1

4032

1

2b

3653

2b

2 2a

250

377

3

100

1968

250

506

700

1109

915

175

1200

2392

125

2920

125

1294

4320

1081

175

140

125

1000

125

25 8

70

1000

1294

DB.03

1000

3260

4

DB.04

379

1000

3083

175

DB.05

DB.01

DB.02310

2735

1143

1835

125

350

1143

1084

125

424 UP

1206

125

1729

1093

3997

3306

2897

2797

3190

2797

1723

504

2592

5

6

Setout -01 Proposed Phase 1 1 Basment1 : 50

727

2

B

L-403

B1

Y

D

D1

Z

D2 D3

No. A B

C

D

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

Project

Drawing Title

Architect / Designer

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

Phase 1-Basement Setting Out

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

E

Drg. No.

E

Description

Date

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

2013/02/22

L-280

Scale @ A1 Date 1 : 50

03/10/14 22/10/2014 11:16:03

2013/03/18

2013/03/26

2013/08/16 2014/03/05


L-403 1

AA1

B1

B

Y

2741

D D1

2629

D3

Z

E

394

DG.53a 580 125

2358

2396

2633

1554

4101

4161

1 100

1a

346 100

DG.30a

1441

6330

125

4032

300

130

DG.30

1000

1750

1200

920

5467

2 2a

2926

centers

3074

2949

2683

2551

1780

1714 1837

DG.54a

130

170

1484

centers

1475

125

243

DG.54

65

126

125 1350

2610

1000

1000 1593

1570

190

125

DG.32

1247

DG.31

3717

DB.79

1000

1640

125

1604

1717

DG.31a

DB.78

1000

DG.29

2b

2680

1000

DG.53

DG.29a 775

125

2920

125

1412

3

125 1114

1200

3653

3113

3126

3319

8512

3045

UP

817

6352

18 1472

1472

1347

3097

3260

3083

DG.27a 738

824

664

1697

100

100

100

1031

836

100

2432

5

1060

3078

1369

wall centres

wall to center

3081 125

125

2592

1158

450

125

1708

1116

DG.27

2476

453

DG.26a

DG.25a 953

100

2005

1043

1702

1689

1557

1755

1000

1810

0 90

772

1030

450

254

DG.26 974

DG.25

100

125 1000

1271

683

DG.50a

3877 125

1000

1229

125

1868

4

5614

653

1802

1586

DG.51

125

45

1002

DG.50

779

1347

1000

80

DG.28 1689

870

DG.52 1899

125

889

1653

1774

666

1593

862

3468

125

816

DG.28a 100

0째 35.0

937

1537

3260

1766

1596

2786

2540

1870

DB.472

DG.01

6

DB.416

160

2

727

B

L-403

1903

B1

Y

1200

394

D D1

Z

E

D2

Setout 00 Ground 1 1 Floor-Phase 1 : 50

No. A B

C D E

Project

Drawing Title

Architect / Designer

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

Phase 1-Ground Floor Setting Out

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

Date

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

2013/02/22

L-281

Scale @ A1 Date 1 : 50

01/31/14 22/10/2014 11:16:05

2013/03/26

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


L-403 1

A1

B1

B

Y

D D1

D2 D3

Z

E

1828

A

707

105

3355

1643

2525

829

1744

5051

905

105 1629

1964

D1.31a 2142

1a

3562

1076

676

1

125

10 8 90 0

642

949

125

460

6318

125

1233 1000

1438

D1.29a

125

1435

3260

156

4

178

1000

125

D1.27a

1124

450 125

389 1122

3083

125

463

997

D1.26a

435

279

1792 1490

1000

D1.27

463

1769

125 528

1000

1644

178

1450

1610

1342

1612

D1.26 834

125

D1.25a 125

125 125

170 1593

1746

1038

1831

834

250250

1682 1000

450 540 125

125

274

1735

4884

834

1000

79

1342

1877

D1.25

1297

779

1000

D1.50a

125

1347

1472

1000

1591

D1.52

125

1002

125

D1.51

1774

450 1652

1764

125

1309

1150 DN

UP484 2920

1653

D1.28

D1.50

250

4921 250250250250250 3453

1513

3408

816

D1.28a

1689

125 980

937

1580

2920

1000

125

3

1434

125 618

4490

DB.183

309

3045

D1.53

1435

4552

4638

3653

2926

3002 75

1200

3311

3126

3374

D1.29

DB.182

2b

263

6306

1204

1000

D1.30

1105

2500

2 2a

1200

1506

884

1750

1285

125

D1.30a 100

2807

2932

2551

1714

2070

1000

1119

100

170

440

2926

715

360

1000

125

2463

1661

3992

D1.54

1242

1750

1367

125

713

1278

178

925

D1.31

125

2057

1000

1200

1323

125

178

5924

5

1548

611

79

3416

2592

2313

DB.199 596

6

37

2741

AA1

1

727

1903

394

B1

160

1200

Z

Setout 01First Floor-Phase 1

No.

1 : 50

B

C

D E F G

Project

Drawing Title

Architect / Designer

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

Phase 1-First Floor Setting Out

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

Date

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

2013/03/18

L-282

Scale @ A1 Date 1 : 50

03/10/14 22/10/2014 11:16:06

2013/03/26

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


L-403 1

AA1

B1

B

Y

D D1

D2 D3

Z

E

1

2 2a

1350

2926

170

4032

1a

1222

3653

2770

420

2b

752

929

450

262

1899

1774

1000

D2.53 125

840

125

43

1767

125

D2.28

UP 3045

125

125

D2.28a

1652

D2.52

4

1472 1721

1669

125

125

1593

105

10630

880

D2.09

1593

D2.25 1000

160

125

1624

3083

DN

D2.50

1351

1472

253 1347

1000

D2.10

3260

1422

D2.29 125

125 831

3045

1821

1684

59

3045 105

1560

1047

1000

1550

3

1821

1844

1102

1819

125

892

265

125

932

D2.25a

5 6740 5351

2592

159

5579

125

6

Setout 02 Second 1 1 Floor-Phase 1 : 50

3468

AA1

4130

B1

Y

D2 D3

Z

No. A B

C D

Project

Drawing Title

Architect / Designer

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

Phase 1-Second Floor Setting Out

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

E

Description

Date

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

2013/02/22

L-283

Scale @ A1 Date 1 : 50

03/10/14 22/10/2014 11:16:08

2013/03/18

2013/08/22 2014/03/05


206

1

1a

22a

2b

3

4

5

6

04 Roof Level 12000

03 Second Ceiling Lvl 9050

New TOS 2nd floor FloorLvl 6293 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl -02 Footpath Level 100 -225

2

Existing Section bet. No 2&3 1 : 50

-01 New Basement -2325

1

1a

22a

2b

3

4

5

6

04 Roof Level 12000

03 Second Ceiling Lvl

2450

9050

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

01 First Floor Lvl 3420

00 Ground Floor Lvl

2425

100

No.

1

-02 Footpath Level

Description

Exsiting Verti. Section

-225

Date

-01 New Basement -2325

1 : 50

Project

Drawing Title

Architect / Designer

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

Existing Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-300

Scale @ A1 Date 1 : 50

03/22/13 22/10/2014 11:16:11


1 2

L-(39)31

L-(39)31

6

04 Roof Level

5

4

3

2b

12000

2a2

1a

1

2 1

L-312

1686

L-311

200

03 Second Ceiling Lvl

1200

4392

4628 2762

2532

2905

975

1075

2525

1300

9050

9275

230

New TOS 2nd floor FloorLvl 6293 6252

01 First Floor Lvl 3420

Datum

100

318

325

00 Ground Floor Lvl -02 Footpath Level 1780

980

845

200

Lightwell

-01 New Basement

435

300 135

4

Phase 1 Section A (Verti)

1050

1050

mm clear 2107

2100

2860

2860

-225

-2325 1

1

2

1

2

L-(24)12

L-311

L-(24)11

L-(39)31

L-(39)31

Section Between No. 2 And No. 3 1

1 : 50

L-311

1

1a

22a

2b

3

4

5

6

2 L-312

3 L-(39)31

03 Second Ceiling Lvl

2525

9050

3 L-(20)10

2607

3183

2885

2312

273

New 2nd2nd floor Lvl TOS Floor 6293 6252

3035

5547 3035

3320

3420

90

200

6825

01 First Floor Lvl

00 Ground Floor Lvl 100 318

219

-02 Footpath Level 2425

2425 2800

2107

Section through No. 2 chimneys

2860

2555

-225

-01 New Basement

1

Phase 1 Section B (Verti)

-2325

1 : 50

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

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

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

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

No. A

B C

Description

Layout updated, Revised 2013/03/18 layout as Struct. Engi dwgs Layout changed as site 2013/08/22 meeting (20/8/13) Layout Changed 2014/03/05

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

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 1- Proposed Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-310

Scale @ A1 Date 1 : 50

Date

01/19/11 22/10/2014 11:16:14


AA1

1

B

L-312

B1

Y

D D1

Z

1 L-(39)30 1

4

L-313

L-310 1

04 Roof Level

L-310

12000

2 L-(39)30

03 Second Ceiling Lvl

03 Second Ceiling Lvl 9050

2757

9050

6600 New 2nd floor Lvl

307

233

02 Second Floor Lvl

6293 TOS 2nd Floor

2850

6252

2 01 First Floor Lvl

81

L-(24)11

3420 1

3343

L-(20)10

62

00 Ground Floor Lvl -02 Footpath Level 100

2425

-225

-01 New Basement -2325

1

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

Phase 1 Section C (Hori.) 1 : 50

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

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

No.

Description

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

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 1- Proposed Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-311

Scale @ A1 Date 1 : 50

03/22/13 22/10/2014 11:16:16

Date


1

1a

22a

2b

3

4

5

6

1 L-311 1 L-(39)31 2 L-(39)31

04 Roof Level 12000 2

1

L-312

L-(24)12

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

03 Second Ceiling Lvl 9050

3

02 Second Floor Lvl

L-(20)10

6600 New 2nd2nd floor Lvl TOS Floor 6293 6252

9275

4 L-310

01 First Floor Lvl 3420

00 Ground Floor Lvl -02 Footpath Level 100 1

-225

L-(20)10

AA1

B

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

-01 New Basement -2325

4 1

1

L-313

L-312

1

B1

L-310L-(39)30

Y

D D1

1 L-310

Z

2 L-(39)30

03 Second Ceiling Lvl 9050

1 L-(20)11

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

01 First Floor Lvl 3420

00 Ground Floor Lvl -02 Footpath Level 100 -225

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

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

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

No.

Description

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

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Phase 1- Proposed Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-312

Scale @ A1 Date 1 : 50

08/29/13 22/10/2014 11:16:18

Date


1

1a

22a

2b

3

4

5

6

1 L-311 1 L-(39)31 2 L-(39)31

04 Roof Level 12000 2 L-312

3 L-(39)31

03 Second Ceiling Lvl 9050

3 L-(20)10

New 2nd floor Lvl 6293 TOS 2nd Floor 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl -02 Footpath Level 100 1

-225

L-(20)10

-01 New Basement -2325

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

No.

Project

Drawing Title

Architect / Designer

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

Proposed Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-313

Scale @ A1 Date 1 : 50

01/09/14 22/10/2014 11:16:19

Date


Z

D1 D

Y

B1

B

A A1 2 L-300

1 L-300

04 Roof Level 12000

03 Second Ceiling Lvl 9050

11900

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

01 First Floor Lvl 3420

00 Ground Floor Lvl 100

2

Existing North Elevation

-02 Footpath Level -225

1 : 50

AA1

2 L-300

B

B1

Y

D D1

Z

1 L-300

04 Roof Level 12000

03 Second Ceiling Lvl

2450

9050

7711

11900

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

01 First Floor Lvl 3420

00 Ground Floor Lvl 100 -02 Footpath Level

1

-225

Existing South Elevation 1 : 50

No.

Project

Drawing Title

Architect / Designer

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

Existing Elevations

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-401

Scale @ A1 Date 1 : 50

08/30/13 22/10/2014 11:16:21

Date


1

1a

22a

2b

3

4

5

6

04 Roof Level 12000

03 Second Ceiling Lvl 9050

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

01 First Floor Lvl 3420

00 Ground Floor Lvl 100 -02 Footpath Level -225

1

Existing West 1 : 50

6

5

4

3

2b

2a2

1a

1

04 Roof Level

04 Roof Level

12000

12000

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

3180

6293 6252

6825

01 First Floor Lvl

3320

3420

00 Ground Floor Lvl 100

2

-02 Footpath Level

Existing East

-225

1 : 50

No.

Project

Drawing Title

Architect / Designer

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

Existing Elevations

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-402

Scale @ A1 Date 1 : 50

11/05/10 22/10/2014 11:16:24

Date


AA1

1

B

L-312

B1

Y

D D1

Z

1 L-(20)11

1

1

L-(39)30

L-310

4 1

L-310

L-313

1

04 Roof Level

L-(20)10

12000 2

5400

L-(39)30

03 Second Ceiling Lvl

2450

9050

11900

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

7711

6293 6252

01 First Floor Lvl 3420

00 Ground Floor Lvl 100 -02 Footpath Level

2

-225

Proposed South Elevation 1 : 50

Z

D1 D

Y

B1

B

A A1 1

1

L-312

L-313

1 L-(39)30 4 1

04 Roof Level

L-310

L-310

12000 2 L-(39)30

03 Second Ceiling Lvl 9050

1 L-(20)11

11900

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

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

00 Ground Floor Lvl 100 -02 Footpath Level

1

Proposed North Elevation

-225

No.

1 : 50

Project

Drawing Title

Architect / Designer

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

Phase 1 Elevations

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-403

Scale @ A1 Date 1 : 50

11/05/10 22/10/2014 11:16:26

Date


1

Existing 3D

No.

Project

Drawing Title

Architect / Designer

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

Existing Isometric

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-520

Scale @ A1 Date 11/01/10 22/10/2014 11:16:31

Date


2

Proposed 3D- RHS Front

No.

1

Description

Proposed 3D- LHS Front

Project

Drawing Title

Architect / Designer

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

Phase 1 Front Isometrics

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-530

Scale @ A1 Date 11/01/10 22/10/2014 11:16:37

Date


1

Proposed 3D- RHS Rear

No.

2

Description

Proposed 3D- LHS Rear

Project

Drawing Title

Architect / Designer

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

Phase 1 Rear Isometrics

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-531

Scale @ A1 Date 08/27/13 22/10/2014 11:16:43

Date


Chimneys to be retained

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

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

Chimney to be retained

No.

1

Description

Existing Rear Works-3D

Project

Drawing Title

Architect / Designer

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

Exiting Rear Works-3D

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-540

Scale @ A1 Date 08/30/13 22/10/2014 11:16:45

Date


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

New infill roof- slope & tiles to match existing

New infill roof- slope & tiles to match existing

1

Proposed Rear Works-3D

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

No.

Project

Drawing Title

Architect / Designer

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

Proposed (Phase 1) Rear Roof Works

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-541

Scale @ A1 Date 08/30/13 22/10/2014 11:16:48

Date


ed n i a t re e b y to wn e o n d m on en Chi k e a d t a be n rem o t y ne nd tha sing m i h C fully a e re-u r care structu ks l c stee ged bri to s e l a i &t salv e p slo f o fill ro ing n i New h exist matc

New infill roof- slope & tiles to match existing

1

Proposed Front Works-3D No.

Project

Drawing Title

Architect / Designer

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

Proposed (Phase 1) Front Roof works

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-542

Scale @ A1 Date 09/02/13 22/10/2014 11:16:52

Date


2

Rear Roof Works 3D- View 1

No.

1

Description

Rear Roof Works 3D- View 2

Project

Drawing Title

Architect / Designer

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

Rear Roof WorkIsometrics

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-543

Scale @ A1 Date 10/01/13 22/10/2014 11:16:58

Date


Proposed Front View (from 1 side) 1:1

Proposed Front View 2 (centered) 1:1

Proposed Side View(from 3 Road) 1:1

No.

Project

Drawing Title

Architect / Designer

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

Renderings

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-550

Scale @ A1 Date 1:1

19/12/12 22/10/2014 11:16:58

Date


Project

Drawing Title

Architect / Designer

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

Registration PlansBasement

Kunal Manani

Dzinelabs

82A HARROW VIEW, HARROW, HA1 4TE

7.1 m²

B2

Ironing

18.4 m²

B18

Store

3.2 m²

3.6 m²

5.0 m²

B16

Corridor

7.2 m²

B17

Store

B4

Linen

B3

Linen

16.4 m²

B1

Staff Room

Existing -01 Basement (after 1 extension) 1 : 75

No.

A

Drg. No.

1 : 75

Description

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

L-(1)100

Scale @ A1 Date

08/01/14

22/10/2014 11:16:59

Date

2013/08/22

2.2 m²

B5

WC

17.0 m²

B15

3.9 m²

B12

Lift Room

Corridor

21.5 m²

B6

Plant Room

2.6 m²

B10

WC

New Lift Motor Room B20 5.1 m²

B14 18.9 m²

3.9 m²

B13

Room

15.9 m²

B11

Laundry

2.5 m²

B9

Wash Room

6.4 m²

B8

Dry Store

3.2 m²

B8a

Corridor

42.3 m²

B7

Kitchen

3.5 m² Veg Store

B7a

Office

8.0 m²

B19

Corridor

Not Enclosed

B21

Corridor

11.2 m²

B22

Room

9.1 m² UP

B23a

Staircase

1.7 m²

B23

Corridor

Not Enclosed

B24

Store


Project

Drawing Title

Architect / Designer

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

Registration PlansGround Floor

Kunal Manani

Dzinelabs

82A HARROW VIEW, HARROW, HA1 4TE

1

12.7 m²

G07

Room

G02

13.9 m²

G01

13.8 m²

13.2 m²

G04

Room

Room

G09

13.4 m²

Room

G08

16.4 m²

13.9 m²

G03

Room

Room

Room

1 : 75

Existing Home-Ground Floor

14.1 m²

G06

Room

14.9 m²

G05

Room

No.

A

1 : 75

B C

Drg. No.

Description

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

L-(1)101

Scale @ A1 Date

04/24/14

22/10/2014 11:17:06

Date

2013/08/22

2014/02/28 2014/03/05

18.1 m²

14.5 m²

G10

Room G11

18.3 m²

G55

Reception

13.6 m²

G12

Room

Room

15.3 m²

171

Office

Total 28 Rooms

112.2 m²

G50

Lounge

8.9 m²

G50a

Lounge

Conservatory

18.0 m²

G13

Room

15.5 m²

G27

Room 13.7 m²

G26

Room

14.6 m²

G14

Room

14.9 m²

G28

Room

13.5 m²

G25

Room

16.6 m²

G16

Room

3.7 m²

218

Shower/WC

14.3 m²

G15

Room

13.4 m²

G24

Room

2

IC

DG.52 Lobby

Pedestal Sink

Narrow Bedside

13.6 m²

G20

Cupboard with one fixed door pane

1 : 75 0

1

2

3

4

5

Worktop

IC

DG.27a

Room

DG.27

DG.31

DG.29a

G51 DG.51G52 9.1 m²

DN Staircase

12.3 m²

G21

Room

13.5 m²

G22

Room

13.2 m²

G23

Room

Proposed Extension -Ground

Drawer Chest

Recessed Cupboard

G17 14.9 m²

13.9 m²

Room

rODDING POINTDG.26

Cupboard with one fixed door pane

DG.26a Room G19

DG.25

G18

Room

13.0 m²

DG.54a

IC

10.6 m²

11.1 m²m² 11.1

Library Shelving

G62

G63 G63

DG.32

Lounge

Lounge Lounge Quite


Project

Drawing Title

Architect / Designer

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

Registration PlansFirst Floor

Kunal Manani

Dzinelabs

82A HARROW VIEW, HARROW, HA1 4TE

2

6.8 m²

F03

1 : 75

Existing Home-First Floor

18.4 m²

153

Corridor

152

Room

Redundant Room

151

Corridor

7.4 m²

154

Bathroom

13.3 m²

F04

Room

12.5 m²

F01

17.0 m²

F02

Room

Room

13.0 m²

Lounge

71.2 m²

150

Lounge

No.

A

B

Drg. No.

1 : 75

Description

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

L-(1)102

Scale @ A1 Date

04/25/14

22/10/2014 11:17:10

Date

2013/08/22

2014/02/28

16.7 m²

F05

Room

13.7 m²

F06

Room

13.3 m²

F07

Room

10.4 m²

154

Corridor

13.8 m²

F08

Room

13.3 m²

F09

Room

12.4 m²

F10

Room

13.1 m²

F23

Room

13.1 m²

155

Corridor

14.3 m²

F21

Room ?

13.3 m²

F11

Room

8.7 m²

156

Corridor

13.0 m²

F22

Room

5.5 m²

G77

WC

?

?

13.9 m²

F13

Room

15.1 m²

F12

Room

15.6 m²

F16

Room

20.0 m²

157

Corridor

D1.26

UP

DN

14.5 m²

158

Corridor

14.1 m²

F17

Room

D1.51

13.3 m²

F20

Room

D1.27

12.2 m²

F18

Room

13.0 m²

F19

Room

Proposed Extension -1st 1 Floor 1 : 75

37

13.5 m²

F14

Room

D1.25a

13.1 m²

F15

Room

11.8 m²

159

Corridor

30.1 m²

160

Lounge


Project

Drawing Title

Architect / Designer

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

Registration PlansSecond Floor

Kunal Manani

Dzinelabs

82A HARROW VIEW, HARROW, HA1 4TE

2

S03 23.2 m²

S01

23.4 m²

1 : 75

Existing Home-Second Floor

Room

14.9 m²

251

Corridor

18.4 m²

S04

Room

Room

27.3 m²

S02

Room

No.

A

Drg. No.

1 : 75

Description

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

L-(1)103

Scale @ A1 Date

04/25/14

22/10/2014 11:17:17

Date

2013/08/22

14.1 m²

S05

Room

29.0 m²

254

Corridor

12.7 m²

S06

Room

12.2 m²

25.5 m²

22.6 m²

Cupboard between 2 steels

34.2 m²

255

Floor Finish: Lounge Carpet

Nurse Station

UP

Proposed Extension -2nd 1 Floor 1 : 75

S10

S07

S08

Room

DN

12.0 m²

S11

Room

Room

Room

17.2 m²

S09

Room

Vinyl Floor

23.3 m²

S12

Room


3

530

318

00 Ground Floor Lvl

-02 Footpath Level

100

2860

627

980

845

218

200

2107

1050

Lightwell

1050

1050

1780

-225

70600

-01 New Basement

0

300

5

-2325

Section Thro Basement 1 Lightwell 1 : 20

B

Lightwell 3D

2

B1

Y

D

existing roof 20 mm asphalt

02 Second Floor Lvl 6600

Type 4 sheathing felt

Square line gutter

9 20 20 96

12-15 mm ply sub- base

New 2nd floor Lvl TOS 2nd Floor 6293 6252

96mm Kingspan TR31 insulation s/w firrings 44mm to 0mm fall over joist. 30 mm KingspanTP10 insulation 100mm s/w joist double layer p/b ceiling

Warm Deck roof over rear bay.

3

Phase 1-Rear Bay Roof 1 : 10

No.

Project

Drawing Title

Architect / Designer

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

Wall Sections/Details

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-(20)10

Scale @ A1 Date As indicated

04/02/13 22/10/2014 11:17:17

Date


flat roof as specifcation below

1

Flat roof over dormeras per flat roof specs below

1a

2 2a

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

Lead flashing over tile and under window sill as shown

2400

100 mm insulation between 100 mm timber wall

Ventilated cavity 01 First Floor Lvl 318

3420

502

Soffit ventilation holes or grill

2500

double skin wall with cavitysee spec below

New double skin wall as specs

00 Ground Floor Lvl 100 -02 Footpath Level -225

Foundation depth tba with building control. Spec as notes

Phase 1 Section H- Rear 1 Detail 1 : 20

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

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

<>New Walls (conti.)

<>New Walls (conti.)

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

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

- Internal non- load bearing partitions between shower rooms and corridors –Metal Stud (i)92mm roc “C” studs @ 600mm c/s on the shower room side with 2 layers of 12.5mm Moisture resistant Soundbloc plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service support plates and on the corridor side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 100mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m². (ii) Timber Stud (44RwdB-46Rw+Ctr) – 100x50mm C16 sw studs @600mm c/s faced each side with 2 layers of 12.5mm Soundbloc plasterboard, plaster skimmed and infilled with 3x25mm Isowool APR1200 in the cavity. Doorsets in partitions separating corridors from bedrooms to have a minimum mass of 25kg/m².

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

- Internal loadbearing partitions – 100mm Celcon Hi strength concrete blocks faced each side with sand/cement render, plaster skimmed. - Internal non-loadbearing partitions between shower rooms and respective bedrooms 70mm Gypframe “C”studs @ 600mm c/s faced externally with 1 layer 12.5mm plasterboard, plaster skimmed and internally with 12.5mm moisture resistant plasterboard, plaster skimmed on 18 mm plywood on Gypframe Service Support Plates.

No.

Description

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

- Existing external walls upgrade (U value 0.27W/m²K)- 20mm render, on 215 brick, 80mm Celotex PL4000, and 13mm lightweight plaster. - Basement walls the existing 215mm brick and the new concrete walls/wall lining will be rendered internally with 3 x 6mm coats of Sika render applied strictly in accordance with the terms and conditions of BBA certificate 00/3761

Project

Drawing Title

Architect / Designer

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

Wall Sections/Details

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-(20)11

Scale @ A1 Date 1 : 20

10/17/13 22/10/2014 11:17:18

Date


Y

D

D1

2

Z

D2D3

L-(39)30

1 L-(24)11

Y

D

D1

2

Z

D2D3

L-(39)30

1

30

1

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

3453

252

916

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

DN

D1.51

2

2

2

L-(24)11

L-(24)11

L-(24)11

980

UP

980

L-(24)11

424

286

250

250

L-311

250

250

1

250

1

2

250

160

10

980

L-(24)12

1662

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

10

30

L-311

2920

250

980

125

10

250

980

10

T

250

10 string

TD

250

980

250

250

L-(24)12

250

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

930

250

980

980 980

40

L-(24)12

3

980

2710

1

250

250

L-(24)12

1

250

250

1

980

980

10

10

10

10

58

L-(24)11

UP

30

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

484 100 mm between string & Gridline 4 for beam clearance

2920

1297

125

78

4

125

4

55

100

10

146

125

1 L-(24)11

Staircase- 01 Proposed 1st 3 Floor 1 : 20

Staircase- 0 Basement Plan

2

D

1 : 20

D1

1

Y

D

L-(24)11

D1

D3

Z

D2D3

1 L-(24)11

2 L-(39)30 TV

Y

D

D1

2

Z

L-(39)30

10

DG.29a

3 250

980

10

L-(24)12

250

250

870

L-311

UP

1213

Staircase G51

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

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

9.1 m²

2 FLOOR JOIST SPAN

250

1899

250

DG.51 Door Opening Outside

L-(24)11

UP

78

55

10

1150

125

10160

205 250

980

L-(24)11

980

DG.52

250 980 Cut hole in existing timber floor for stairs. Staircase to specialist manufacturers design

2

250

788

666 DN

40

250

250

1

250

L-311

250

250

250

250

0° 35.0

1

980

250

10

250

30

930

30

250

250

250

980

980

980

1

10

980

1 L-(24)12

4

1 L-(24)11

Y D

D1

Staircase- 00 Ground Floor 1 Plan 1 : 20

Z

Staircase- 02 Proposed 2nd 4 Floor 1 : 20

No. A

B

C

Project

Drawing Title

Architect / Designer

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

Staircase Plans

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

2nd Floor level dropped, 2013/08/22 Staircase layout & its treads/riser changes Staircase layout & 2014/01/21 Internal well handrail change Handrail removed & new 2014/01/27 added, width changed

L-(24)10

Scale @ A1 Date 1 : 20

Date

03/18/13 22/10/2014 11:17:22


1

1

2

L-(24)12

L-311

L-(24)11

3

41

Y

D

D1

Z

1

L-310

L-(24)11

03 Second Ceiling Lvl

9050

9050

1120

03 Second Ceiling Lvl

6600

6600

New 2nd2nd floor Lvl TOS Floor 6293 6252

New 2nd2nd floor Lvl TOS Floor 6293 6252

980

10

00 Ground Floor Lvl 100 -02 Footpath Level

1101

-225

1108

01 First Floor Lvl 3420

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

00 Ground Floor Lvl 100 -02 Footpath Level -225

175 175 175

350

1106

175

525

80x80 HBS to support staircase- see plan for details

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

1100

10 80x80 HBS to support staircase- see plan for details

1109

3343

1105

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

Joists spanning left to right

1099

1112 1100

3157

1972 1106

3420

2425

10

10

01 First Floor Lvl

1100

28 0

1102 980 1101

13

80x80 HBS to support staircase- see plan for details

1103

10

1102

28 0

11 0

1101 980

1105

10

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

1103

10

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

980

1106

10

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

02 Second Floor Lvl

1112

02 Second Floor Lvl

-01 New Basement

-01 New Basement

-2325

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

-2325

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

B

C

Project

Drawing Title

Architect / Designer

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

Staircase Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

2nd Floor level dropped, 2013/08/22 Staircase layout & its treads/riser changes Staircase layout & 2014/01/21 Internal well handrail change Handrail removed & new 2014/01/27 added, width changed

L-(24)11

Scale @ A1 Date 1 : 20

Date

08/15/13 22/10/2014 11:17:25


Z

D1

D

1

Y

L-310

1 L-(24)11

03 Second Ceiling Lvl 9050

Cupboard Door Behind

1112

1126

Drainage trap for shower

6293

1112

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

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

01 First Floor Lvl

1111

3420

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

00 Ground Floor Lvl 100

1101

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

1103

1100

1107

1102

1099

178

New 2nd floor Lvl

0

-01 New Basement -2325

No.

Description

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

Drawing Title

Architect / Designer

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

Staircase Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-(24)12

Scale @ A1 Date 1 : 20

01/22/14 22/10/2014 11:17:32

Date


04 Roof Level 12000

3 3

4

New Lift Motor Room 1000

B20 5.1 m²

L-311

L-311

9050 (tbc by site measure)

1

3524

1

3983

3645

03 Second Ceiling Lvl

1556

1939

4 2355

02 Second Floor Lvl 6600 5

Lift- 0 Basement Plan 1 : 20

Lift- 00 Ground Floor Plan 1 : 20

87

3164

2

2342

2268

1934

(tbc by site measure)

1

L-(24)20

01 First Floor Lvl 3420

Lift Travel

1696

1548

1548

1695

3316

mm 9181

4112

2355

2000

00 Ground Floor Lvl 100 2280

1 : 20

4

Lift- 02 Proposed 2nd Floor

2371

3

Lift- 01 Proposed 1st Floor

1 : 20

5 L-(24)20

-01 New Basement

3 330

-2325

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

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

6

SPECIFICATIONS - Load : 1000Kg - Persons : 12 to 13 - Travel : APPROX 9 mtrs - Stops : 4 Nos [01(basement),0,1,2] - Power supply : 415v. - Headroom : 3560mm - Stops 01-0 : site measure 0-1 : site measure 1-2 : site measure Pit : 1250 mm Machine room : Adjacent to lift shaft [basement] Key pads: : on levels 0,1,2 only Evacuation control : fire control in machine room Key switch on level 01 (basement) Lift Type : Felesa Single Cylinder Hydraulic Lift for

Lift- 03 Proposed Roof Plan 1 : 20 Beam as suggested by structural engineer Please refer to shedule for beam & padstone sizes. Lift Company to approve beam position. Beam resting on raised brick wall. Brick to be cladded in Tiles

Project

Drawing Title

Architect / Designer

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

Lift Well Plans & Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

No. A

B

C D

Drg. No.

Description

Date

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

2013/08/22

L-(24)20

Scale @ A1 Date As indicated

04/14/14 22/10/2014 11:17:34

2014/01/21

2014/01/27 2014/10/05


Extract to roof

TV

TV

TD T

TD T

TV

Room G23 13.2 m²

Call Light

T TD T TD

TV

TV

Room G22 13.5 m²

T

TD

TD

T

T TD T TD

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

TV

TD T

T TD

TV

TV

Symbol= Wall light Symbol= Emergency Lighting

Room

Symbol= Nurse call pull cord

G18

Symbol= Smoke detector

13.0 m² Staircase

Lobby

G51

G52

9.1 m²

2.1 m²

PIR

Symbol= Ceiling Lighting

Symbol= Fire Alarm Sounder

Symbol= Nurse Call Light

Room

Symbol: Ceiling Fan Extract

13.6 m²

Room

T TD

G20

G19 TV TV TD T

TV

PIR

13.9 m²

TV

TV

Symbol: Fire Break Glass Unit

TV

TD T

T TD

TD T

T TD

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

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

No. A

Project

Drawing Title

Architect / Designer

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

Phase 1- M&E Plans (RCPs)

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description Layout Updated

L-(35)10

Scale @ A1 Date 1 : 50

04/08/13 22/10/2014 11:17:38

Date 2014/02/28


TD T

T TD

T

Phase 1 Basement- Lighting 1 &1 :Electrics 50

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

TV

Symbol= Co-axial TV Cable @450mm high

TD

Symbol= Cat 6 for Data @450mm high

T

Symbol= Light switch

Symbol= Cat 6 for Telephone @450mm high Symbol= wall mounted Fire Alarm Sounder @2450mm high Symbol= Unswitched shaver socket Symbol= Fire Alarm Panel Nurse Call light Symbol= Emergency Lighting Symbol= Ceiling Mounted Light Symbol= Emergency Pull Cord Symbo= Ceiling Fan Extract Symbol= Smoke detector

2

Lighting & Electrics Legend 1 : 50

No. A

Project

Drawing Title

Architect / Designer

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

Phase 1- M&E Plans (RCPs)

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description Layout Updated

L-(35)11

Scale @ A1 Date 1 : 50

04/10/14 22/10/2014 11:17:40

Date 2014/02/28


AA1

B1

B

Y

D

D1

D2 D3

Z

E

1

1

L-310

1 L-313

1

1

4

AA1

L-(20)11

B

B1

Y

D D1

L-310

Z

D2 D3

E

1

1

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

1

L-(20)11 2

1

1

L-313

L-312

2

L-(39)30

L-(39)30

1 L-(39)30

1a

1a

170

170

L-(39)31

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

2926

2926

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

3

2 2a

L-(39)31 UKC203x203x46

UKC203x203x46

2926

3

2 2a

2926

170

170

2 2a

4032

1a

4032

1

4032

1

4032

1

4 L-310

2b

2b

2b 1

2

2

L-(20)10

L-312

3653 C2.4/ UKC203x203x60

4130

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

Lightwell

C6.1/ SHS 80x80x8

1089

3040

C6.1/ SHS 80x80x8

L-(24)12

L-(24)12

3

L-(24)12

L-311

UP

2

2997

L-(24)11

2490

1 L-(39)31

1

L-311

L-311

2

2

L-(24)11

L-(24)11

4

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

C4.2/ UKC152x152x23

C4.1/ UKC152x152x37

DN

C2.3/ UKC203x203x60

UP

C6.5/ SHS 80x80x8

4

1 L-(39)31 B5/ UKB203x133x30

C1.1/ UKC203x203x46

B6/ UKB305x165x54 B7/ UKB203x133x25

C2.3/ UKC203x203x60

B4/ UKB203x133x25

1

3260

TD T

T

steel column base per structural engi. details

1

3

1

B2/ UKPFC200x90x30

1

C6.4/ SHS 80x80x8

C2.4/ UKC203x203x60

T TD

1

C6.3/ SHS 80x80x8

3260

New conc. retaining wall to struct. engi. details

3653

L-312

B3/ UKPFC200x90x30

Proposed 254x254x73 UC as struct. engineers details

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

B6A/ UKB305x165x54 C1.1/ UKC203x203x46

B1/ UKC305x305x137 C1.2/ UKC203x203x46

C2.2/ UKC203x203x60

2592

5

2592

5

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

Elevated Bases

2

2

L-(39)31

L-(39)31

3234

1

0

1

2

160

3

727

1903

6

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

1200

4

L-310

2741

6

160

1200

1

5

L-310

394

2741 1

3234

B0/ UKC305x305x137

727

1903

394

4

L-(20)10 L-310 1

1

1

L-313

L-312

L-313

AA1

B

B1

Y

D

D1

Z

D2 D3

E

Structural- 0 Basement 1 2 -Phase 1 : 50

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

AA1

B

B1

Y

D D1

Z

D2 D3

No.

Description

E

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

A

Layout updated, Revised 2013/03/18 layout as Struct. Engi dwgs

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

Project

Drawing Title

Architect / Designer

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

Phase 1- Structural Floor Plans

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-(39)10

Scale @ A1 Date 1 : 50

Date

03/08/13 22/10/2014 11:17:43


A

A1

B1

B

Y

D D1

Z

D2 D3

E

AA1

B1

B

Y

D D1

1

D2 D3

Z

E

1 2

L-310

2

L-310

L-(39)30

L-(39)30

1

1

1

1

L-313

L-312

L-313

L-312

1 676

1

3

2926 SB6/ UKC203x203x60

FB5/ UKB305x165x54

2926

FB4/ UKB178x102x19

FB3/ UKB178x102x19 2

SB3/ UKB178x102x19

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

SB4/ UKB178x102x19

UKC203x203x46 UKC203x203x46

2926

3355

Existing beam 203x103 mm 3 weight of joist.

supporting L-(39)31

2b 2

L-312

2 2a

170

2 2a

SB5/ UKC305x305x137

170

170

SB1/ UKB305x165x46

3668

L-(39)31

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

FB1/ UKB305x165x46

FB2/ UKB305x165x46

UKC203x203x46

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

1a

4032

4032

1a

2b

L-312

4 L-310

4

3653 B202A/ UKPFC200x75x23

2

1

1

C3.1/ SHS100x100x10 B214A/ UKC203x203x46

2

316

L-(24)11 C3.3/ SHS100x100x10

B107/ UKB305x165x54

B208/ UKB305x165x54

DN

B215A/ UKC203x203x46 B211/ UKC203x203x46

B106B/ UKB203x133x30

B110/ UKB305x165x54

4

C1.1/ UKC203x203x46

C2.3/ UKC203x203x60

C3.6/ SHS100x100x10

3083

B108/ UKB254x146x37

B207/ UKC203x203x46

C4.1/ UKC152x152x37 C3.4/ SHS100x100x10

B109/ UKB178x102x19

C2.3/ UKC203x203x60

B208A/ UKB305x165x54

1 L-(39)31

B107A/ UKB305x165x54

2 L-(24)11

B210/ UKB178x102x19

B106/ UKB203x133x30

L-(39)31

UP

1 L-311

S209/ UKB254x146x37

4

1

B212/ UKB305x165x54

B110A/ UKB305x165x54

B212A/ UKB305x165x54

5

5 C3.5/ SHS100x100x10

2592

C3.8/ SHS100x100x10 UKC203x203x46

6

B112/ UKPFC180x90x26

L-(39)31

B213/ UKC203x203x52

B111/ UKB254x146x37

C3.7/ SHS100x100x10

B106C/ UKB203x133x30

2

C2.2/ UKC203x203x60

B215/ UKC203x203x46

C1.2/ UKC203x203x46

2592

C1.2/ UKC203x203x46

B213A/ UKC203x203x52

C2.2/ UKC203x203x60

C2.1/ UKC203x203x60

6

2 L-(39)31

B216/ UKC203x203x46

C2.1/ UKC203x203x60

B112A/ UKPFC180x90x26

2741

727

1903

394

160

3234

2741

1200

727

1903

394

160

0 0 1

1

L-313

L-312

4 L-310

1

2

3

4

1

1200

2

3

4

5

5 1

1

L-310

L-310 1 L-(39)30

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

3

L-(24)12

B214/ UKC203x203x46

L-311

C1.1/ UKC203x203x46

UP

L-(24)11

3260

DN

C6.3/ SHS 80x80x8

B206/ UKB178x102x19

B104/ UKPFC200x90x30

C4.1/ UKC152x152x37

C3.2/ SHS100x100x10

B103/ UKPFC200x90x30

B102/ UKB254x146x37

1 L-311

B201/ UKC203x203x46

L-(24)12

C6.3/ SHS 80x80x8

B106A/ UKB203x133x30

B105/ UKB178x102x19

L-(24)12

1

SB9/ UKC203x203x60

B205/ UKPFC200x90x30

3

1

C6.1/ SHS 80x80x8

C2.4/ UKC203x203x60

B301/ UKC203x203x46

C6.1/ SHS 80x80x8

B204/ UKPFC200x90x30

B101A/ UKPFC200x75x23

B203/ UKC203x203x52

C2.4/ UKC203x203x60

FB6/ UKC203x203x46

B203A/ UKC203x203x52

B101B/ UKPFC200x75x23

B202B/ UKPFC200x75x23

3260

3653

L-310

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

No. A

B

Project

Drawing Title

Architect / Designer

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

Phase 1- Structural Floor Plans

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

Layout updated, Revised 2013/03/18 layout as Struct. Engi dwgs Steel Size updated as 2013/11/28 site survey

L-(39)11

Scale @ A1 Date 1 : 50

Date

02/12/13 22/10/2014 11:17:44


Piping Legend 1 Hr fire partition/break wall Incoming Gas main line

L-403

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

1

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

AA1

B

B1

Y

D D1

Z

D2 D3

E

AA1

B

1

1

1

1

L-313

L-312

L-313

L-312

4

B1

Y

D D1

Z

D2 D3

E

4 1

L-310

1

L-310

L-310

L-310

2 L-(39)30

1

1

L-(39)30

L-(39)30

3

1

1

1a

1a

2 2a

2 2a

2b

2b

L-(39)31

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

2

2

312

L-312

crank beam

RB01/ UKPFC200x90x30 C3.1/ SHS100x100x10

C3.2/ SHS100x100x10 1

C3.1/ SHS100x100x10

L-311

538 2

C3.4/ SHS100x100x10

B306/ UKC203x203x46

L-(24)11

C1.1/ UKC203x203x46

C3.3/ SHS100x100x10

1

4

B305/ UKPFC200x90x30

C3.3/ SHS100x100x10 1

50 R3 x5 13 0x / 5+ RS A

B309/ UKPFC200x90x30

50 R3 x5 13 0x / 5+ RS A

RB05/ UKPFC200x90x30 C3.5/ SHS100x100x10

5 B315/ UKC203x203x46

C1.2/ UKC203x203x46

C3.7/ SHS100x100x10

C3.8/ SHS100x100x10 2

C3.7/ SHS100x100x10

B313/ UKC203x203x46

B312/ UKPFC200x90x30

358

C3.6/ SHS100x100x10

RB06/ UKPFC200x90x30

C3.5/ SHS100x100x10 C3.6/ SHS100x100x10

A RS 5+ x 0 x5 50

SA +R

B314/ UKB178x102x19

B304,B308,B311/ UKPFC200x90x30

5 0x x5 50

4

C3.4/ SHS100x100x10 RB04/ UKPFC200x90x30

L-(39)31

B303,B307,B310/ UKPFC200x90x30

L-(39)31

C3.2/ SHS100x100x10

6

L-(39)31

5

RB07/ UKPFC200x90x30

B302/ UKPFC200x90x30

RB03/ UKPFC200x90x30

1 L-311

3

RB02/ UKPFC200x90x30

UKC203x203x46

L-(24)12

3

B301/ UKC203x203x46

1

C3.8/ SHS100x100x10

RB08/ UKPFC200x90x30

6

2 L-(39)31

2

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

L-403

Structural- 04 Roof 1 2 Plan-Phase 1 : 50 No. A

Project

Drawing Title

Architect / Designer

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

Phase 1- Structural Floor Plans

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description Steel Size updated as site survey

L-(39)12

Scale @ A1 Date 1 : 50

02/12/13 22/10/2014 11:17:45

Date 2013/11/28


A

A1

B

B1

Y

D D1

Z

D2 D3

E

1

D D1

Z

D2 D3

E

1335

24

3653

4130

2 2a

2b

3653

3610

24

2b

1089

3668

2926

2926

2926

2a

170

Y

2926

B1

6318

B

170

AA1

4032

4032

1a

3040

DN

DN

200x50 C16 Joists @ 400 c/c

200x50 C16 Joists @ 400 c/c

200x50 C16 Joists @ 400 c/c UP

3260

3

3260

200x50 C24 Joists @ 400 c/c

3

UP

4

4 5487

200x50 C16 joists @ 400 c/c

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

200x50 C24 Joists @ 400 c/c

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

1116

3083

3083

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

5

5 3495

2019

2592

2592

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

New 2 Nos. 200x50 C24 Joist under partition.

200x50 C16 Joists @ 400 c/c

6 3234

2741

AA1

727

B

1903

B1

Y

394

160

6

1200

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

D D1

Z

D2 D3

2741

727

1903

0

E

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

394

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

160

3234 1

2

Drawing Title

Architect / Designer

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

Phase 1- Joist Layout Floor Plans

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

4

5

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

No.

Project

3

1200

Drg. No.

Description

L-(39)15

Scale @ A1 Date 1 : 50

09/26/13 22/10/2014 11:17:48

Date


AA1

B1

B

Y

D D1

D2 D3

Z

E

Phase 1- Joist Schedule

Reference Level

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

1

2926

2 2a

2b

3653

200x50 C16 Joists @ 400 c/c

200x50 C16 Joists @ 400 c/c

170

4032

1a

3 200x50 C16 Joists @ 400 c/c

3260

New double joists 200x50 C16 to either sides of steel columns 200x50 C16Joists @ 400 c/c UP

4

1710

1347

3778 New double joists 200x50 C16 to either sides of steel columns

200x50 C24 Joists @ 400 c/c

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

New 2 Nos. 200x50 C24 Joist under partition

C24 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor Lvl C24 Timber- 50x200 00 Ground Floor Lvl C24 Timber- 50x200 00 Ground Floor Lvl: 7 01 First Floor Lvl 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl: 14 02 Second Floor Lvl 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl: 32 03 Second Ceiling Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling Lvl: 7 C24 Timber- 50x200: 60 Grand total

5 2422 2592

3084

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

New 2 Nos. 200x50 C16 Joist under partition

200x50 C16 Joists @ 400 c/c

6

2741

727

1903

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

394

160

1200

Type

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

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

Project

Drawing Title

Architect / Designer

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

Phase 1- Joist Layout Floor Plans

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Type Count Mark

Length

Start Level Offset

1 1 1 3 17 2 2 3 1 1 2 4 10 2 2 2 6 60

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

1.06 m 1.08 m 1.10 m 3.63 m 24.27 m 2.86 m 2.87 m 4.64 m 1.55 m 2.98 m 6.16 m 13.26 m 33.59 m 6.88 m 6.92 m 7.00 m 21.16 m 141.01 m

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

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

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

0.67 m 2.86 m 2.87 m 4.64 m 1.55 m 1.76 m 6.16 m 25.63 m 6.88 m 6.92 m 7.00 m 31.56 m 21.16 m 15.30 m 134.97 m

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

17 17 34

0 0

39.10 m 44.58 m 83.68 m

-15 -15

2 6 1 8 1 2 2 3 1 1 8 2 2 2 8 19 4 8 80

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

0.70 m 2.19 m 0.49 m 4.65 m 0.75 m 2.86 m 2.87 m 4.64 m 1.55 m 1.76 m 20.33 m 6.36 m 6.88 m 6.92 m 27.83 m 66.30 m 13.99 m 28.22 m 199.29 m

0 0 0 0 0 -348 -348 -348 -348 0 0 0 -348 -348 0 0 -348 -348

1

0

0.36 m

0

1

0

0.41 m

0

6

0

40.92 m

0

8 226

41.69 m 600.64 m

3 4 7

0 0

10.73 m 14.32 m 25.04 m

0 0

2 9 1 2 14

0 0 0 0

3.00 m 27.69 m 3.09 m 7.88 m 41.66 m

0 0 0 0

2 1 9 4 4 1 3 6 2 32

0 0 0 0 0 0 0 0 0

5.83 m 3.00 m 27.34 m 12.18 m 12.33 m 4.09 m 13.77 m 38.32 m 12.99 m 129.85 m

0 0 0 0 -348 0 0 0 0

1

0

3.34 m

0

1

0

3.59 m

0

1

0

3.63 m

0

1

0

3.63 m

0

1

0

3.63 m

0

1

0

3.63 m

0

1

0

3.64 m

0

7 60 286

25.09 m 221.64 m No.822.28 mDescription

Drg. No.

L-(39)16

Scale @ A1 Date 1 : 50

09/26/13 22/10/2014 11:17:49

Date


1

1a

22a

2b

1

3

1

4L-(39)31

L-311

5

6

Batch 2 for steework grid 2 to 6

RB04/ UKPFC200x90x30 RB02/ UKPFC200x90x30

RB06/ UKPFC200x90x30

2

RB05/ UKPFC200x90x30

RB01/ UKPFC200x90x30

RB08/ UKPFC200x90x30

L-(39)31

2

2

3

1

00

100 10X

L-(24)11

10X1

100 10X

L-(24)12

100 10X

1

10X 100

2 L-(39)32

10X 100

L-312

L-(39)32

L-(39)31

iling Lvl U KC B 20 30 3x 1/ 20 3x 46

U KC B 20 31 3x 3/ 20 3x 46

UKC203x203x46 3

B213/ UKC203x203x52

C3.3/ SHS100x100x10 UKC203x203x46 C3.1/ SHS100x100x10

L-(20)10

2450

C3.7/ SHS100x100x10 C3.5/ SHS100x100x10

02 Second Floor Lvl 6600

UKC203x203x46

New 2nd floor Lvl 6293

B216/ UKC203x203x46

B201/ UKC203x203x46

TOS 2nd Floor B203A/ UKC203x203x52

6252

2852

B211/ UKC203x203x46 S209/ UKB254x146x37

B207/ UKC203x203x46 B106/ UKB203x133x30

B112/ UKPFC180x90x26

B106A/ UKB203x133x30

B112A/ UKPFC180x90x26 C2.2/ UKC203x203x60

01 First Floor Lvl 3420

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

B106C/ UKB203x133x30 B111/ UKB254x146x37

B108/ UKB254x146x37

B106B/ UKB203x133x30 B1/ UKC305x305x137

B4/ UKB203x133x25

B0/ UKC305x305x137

00 Ground Floor Lvl 100

2425

B5/ UKB203x133x30

-02 Footpath Level -225

-01 New Basement

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

-2325

3

2

L-(39)31

L-312

1

1

L-311

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

1

1a

22a

2b

3

4

5 R313/ 50x50x5+RSA

6

50x50x5+RSA

03 Second Ceiling Lvl 9050

B306/ UKC203x203x46

B314/ UKB178x102x19

B315/ UKC203x203x46

B202B/ UKPFC200x75x23 SB1/ UKB305x165x46

B206/ UKB178x102x19

SB6/ UKC203x203x60

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

B210/ UKB178x102x19

UKB203x102x23

6293 6252

B212/ UKB305x165x54 B208/ UKB305x165x54

SB9/ UKC203x203x60

FB6/ UKC203x203x46 B105/ UKB178x102x19

FB2/ UKB305x165x46

01 First Floor Lvl

B109/ UKB178x102x19

3420

B110/ UKB305x165x54 B101B/ UKPFC200x75x23

B107/ UKB305x165x54

B6/ UKB305x165x54

00 Ground Floor Lvl 100

-02 Footpath Level

No.

Description-225 -01 New Basement -2325

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

Drawing Title

Architect / Designer

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

Phase 1- Structural Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-(39)30

Scale @ A1 Date 1 : 50

05/03/13 22/10/2014 11:17:51

Date


1

1

L-313

L-312

AA1

B

B1

Y

D D1

Z

1 L-(39)30 4 1

L-310

04 Roof Level

L-310

12000 2

Y

L-(39)30

D D1

2

Z

L-(39)30

03 Second Ceiling Lvl

9050

9050

B208A/ UKB305x165x54

New 2nd floor Lvl

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

6293

6293 6252

B210/ UKB178x102x19

46 20 3x 20 3x U KC

B107A/ UKB305x165x54 2

01 First Floor Lvl 3420

C1.1/ UKC203x203x46 FB5/ UKB305x165x54

Detail similar to Detail 21

46 U KC

00 Ground B6A/ UKB305x165x54

B6/ UKB305x165x54

FB1/ UKB305x165x46

Detail 21

20 3x 20 3x

10 X1 00

00 X1 10

3420

3090

3090

B108/ C2.3/ UKB254x146x37 UKC203x203x60

B109/ UKB178x102x19

B107/ UKB305x165x54

01 First Floor Lvl

FB2/ UKB305x165x46

46

6172

255

L-(24)11 C4.1/ UKC152x152x37

beam on partywall

Detail 18

20 3x 20 3x

100 10X

Detail 22

46

3087

2522

3087

S209/ UKB254x146x37 10X 100

Detail 17

Detail similar to Detail 21

Floor Lvl

U KC

B207/ UKC203x203x46

SB6/ UKC203x203x60

SB5/ UKC305x305x137

20 3x 20 3x

41

B208/ UKB305x165x54

SB1/ UKB305x165x46

U KC

10X 100

2798

03 Second Ceiling Lvl

00 Ground Floor Lvl

100

-02 Footpath Level 100 -225

-02 Footpath Level -225

2400

00 X1 10

10 X1 00

C4.2/ UKC152x152x23

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

Structural- Phase 1 on Grid 4 1 (Hori) 1 : 50 1

1

1

L-313

L-312

L-(39)30

AA1

B

3

B1

Y

D D1

Structural- Phase 1 on Grid 2 1 : 50

Z

4 L-310

04 Roof Level

1 L-310

12000 2 L-(39)30

03 Second Ceiling Lvl 9050

B212/ UKB305x165x54

B212A/ UKB305x165x54

New 2nd floor Lvl 6293

C1.2/ UKC203x203x46

B111/ UKB254x146x37

B110/ UKB305x165x54

B109/ UKB178x102x19

3077

B210/ UKB178x102x19

B213/ UKC203x203x52

B211/ UKC203x203x46

01 First Floor Lvl

C2.2/ UKC203x203x60

3420

B110A/ UKB305x165x54

B1/ UKC305x305x137

00 Ground Floor Lvl 100 -02 Footpath Level

No.

-225

A

Description

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

-01 New Basement -2325

Structural- Phase 1 on Grid 5 2 (Hori) 1 : 50 Project

Drawing Title

Architect / Designer

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

Phase 1- Structural Sections

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-(39)31

Scale @ A1 Date 1 : 50

Date

05/03/13 22/10/2014 11:17:53


5

2

6

L-(39)31

1209 210

1209

999

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

03 Second Ceiling Lvl

999

999

9050

135 1798

1799

2798

째 .00

째 .00

135

Front crank beam profile

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

1

Front Crank Beam Detail 1 : 25

1

3

1648

4

L-311

1

2

L-(24)12

L-(24)11

1 L-(39)31

175

03 Second Ceiling Lvl

1648

9050

00째 135 .

1153

Rear crank beam profile

2798

70x70 or 75x75 support angles for parapet brickwork

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

2

Rear Crank Beam 1 : 25

No.

Project

Drawing Title

Architect / Designer

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

Phase 1-Crank Beam Details

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-(39)32

Scale @ A1 Date 1 : 25

12/02/13 22/10/2014 11:17:54

Date


Structure 3d - Phase 1 (Rear 3 LHS)

No.

Structure 3d - Phase 1 (front 2 RHS)

Project

Drawing Title

Architect / Designer

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

Phase 1- Structural Isometrics

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Description

L-(39)50

Scale @ A1 Date 06/02/11 22/10/2014 11:17:56

Date


Phase 1- Joist Schedule

Reference Level

Type Count Mark

Type

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

Structure 3d - Phase 1 Roof 4 Level

Structure 3d - Phase 1 3 Second Floor

C24 Timber- 50x200 00 Ground Floor Lvl 00 Ground Floor Lvl C24 Timber- 50x200 00 Ground Floor Lvl C24 Timber- 50x200 00 Ground Floor Lvl: 7 01 First Floor Lvl 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl C24 Timber- 50x200 01 First Floor Lvl: 14 02 Second Floor Lvl 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl C24 Timber- 50x200 02 Second Floor Lvl: 32 03 Second Ceiling Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling C24 Timber- 50x200 Lvl 03 Second Ceiling Lvl: 7 C24 Timber- 50x200: 60 Grand total

Structure 3d - Phase 1 First 2 Floor

No.

1 1 1 3 17 2 2 3 1 1 2 4 10 2 2 2 6 60

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

1.06 m 1.08 m 1.10 m 3.63 m 24.27 m 2.86 m 2.87 m 4.64 m 1.55 m 2.98 m 6.16 m 13.26 m 33.59 m 6.88 m 6.92 m 7.00 m 21.16 m 141.01 m

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

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

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

0.67 m 2.86 m 2.87 m 4.64 m 1.55 m 1.76 m 6.16 m 25.63 m 6.88 m 6.92 m 7.00 m 31.56 m 21.16 m 15.30 m 134.97 m

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

17 17 34

0 0

39.10 m 44.58 m 83.68 m

-15 -15

2 6 1 8 1 2 2 3 1 1 8 2 2 2 8 19 4 8 80

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

0.70 m 2.19 m 0.49 m 4.65 m 0.75 m 2.86 m 2.87 m 4.64 m 1.55 m 1.76 m 20.33 m 6.36 m 6.88 m 6.92 m 27.83 m 66.30 m 13.99 m 28.22 m 199.29 m

0 0 0 0 0 -348 -348 -348 -348 0 0 0 -348 -348 0 0 -348 -348

1

0

0.36 m

0

1

0

0.41 m

0

6

0

40.92 m

0

8 226

41.69 m 600.64 m

3 4 7

0 0

10.73 m 14.32 m 25.04 m

0 0

2 9 1 2 14

0 0 0 0

3.00 m 27.69 m 3.09 m 7.88 m 41.66 m

0 0 0 0

2 1 9 4 4 1 3 6 2 32

0 0 0 0 0 0 0 0 0

5.83 m 3.00 m 27.34 m 12.18 m 12.33 m 4.09 m 13.77 m 38.32 m 12.99 m 129.85 m

0 0 0 0 -348 0 0 0 0

1

0

3.34 m

0

1

0

3.59 m

0

1

0

3.63 m

0

1

0

3.63 m

0

1

0

3.63 m

0

1

0

3.63 m

0

1

0

3.64 m

0

7 60 286

Description

Structure 3d - Phase 1 1 Basement & Ground Project

Drawing Title

Architect / Designer

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

Phase 1- Structural Isometrics Showing Joists

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

Length

Start Level Offset

L-(39)51

Scale @ A1 Date 09/24/13 22/10/2014 11:17:58

25.09 m 221.64 m 822.28 m

Date


Phase 1- Structural Beams & Bracing

Reference Level

Mark

-01 New Basement -01 New Basement -01 New Basement -01 New Basement: 2 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl 00 Ground Floor Lvl

B2 B3 B4 B5 B6 B6A B7

Start Level Type Mark Length Volume Offset

Type

10X100 10X100

11 11

3.64 m 0.003 m³ 3.87 m 0.004 m³ 7.51 m 0.007 m³

10X100 10X100 90x90x8RSA 90x90x8RSA UKPFC200x90x30 UKPFC200x90x30 UKB203x133x25 UKB203x133x30 UKB305x165x54 UKB305x165x54 UKB203x133x25

11 11

6.20 m 6.18 m 2.84 m 2.56 m 3.50 m 3.50 m 3.32 m 3.50 m 5.53 m 1.62 m 3.08 m 41.83 m

9 9 15 4 7 7 15

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

B101A B101B B102 B103 B104 B105 B106 B106A B106B B106C B107 B107A B108 B109 B110 B110A B111 B112 B112A

10X100 10X100 UKPFC200x75x23 UKPFC200x75x23 UKB254x146x37 UKPFC200x90x30 UKPFC200x90x30 UKB178x102x19 UKB203x133x30 UKB203x133x30 UKB203x133x30 UKB203x133x30 UKB305x165x54 UKB305x165x54 UKB254x146x37 UKB178x102x19 UKB305x165x54 UKB305x165x54 UKB254x146x37 UKPFC180x90x26 UKPFC180x90x26

11 11 14 14 9 9 9 2 4 4 4 4 7 7 9 2 7 7 9 16 16

01 First Floor Lvl: 21

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

Phase 1- Structural Beams & Bracing

Top Level

6.06 m 6.07 m 1.05 m 1.29 m 3.32 m 3.68 m 3.68 m 3.55 m 3.47 m 3.76 m 3.64 m 3.64 m 5.54 m 1.58 m 3.12 m 3.09 m 5.57 m 1.54 m 2.55 m 3.06 m 3.06 m 72.31 m

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

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

0.121 m³

0.006 m³ 0.006 m³ 0.003 m³ 0.004 m³ 0.014 m³ 0.013 m³ 0.013 m³ 0.008 m³ 0.012 m³ 0.014 m³ 0.014 m³ 0.014 m³ 0.036 m³ 0.010 m³ 0.013 m³ 0.007 m³ 0.036 m³ 0.010 m³ 0.011 m³ 0.010 m³ 0.010 m³ 0.263 m³

-275 -275 -225 -255 -255 -275 -255 -225 -245 -245 -255 -255 -255 -245 -245 -245 -245 0 -630

Reference Level

New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl New 2nd floor Lvl

Mark

B201 B202A B202B B203 B203A B204 B205 B206 B207 B208 B208A B210 B211 B212 B212A B213 B213A B214 B214A B215 B215A B216 S209

02 Second Floor Lvl 02 Second Floor Lvl 02 Second Floor Lvl

10X100 10X100

0.61 m 1.05 m 1.83 m 0.61 m 1.17 m 1.22 m 5.01 m 3.76 m 1.08 m 1.29 m 3.26 m 3.32 m 3.68 m 3.68 m 3.67 m 3.47 m 5.48 m 1.58 m 3.09 m 3.64 m 5.52 m 1.65 m 2.55 m 2.59 m 0.73 m 0.73 m 0.73 m 0.73 m 3.64 m 3.12 m 74.44 m

4 8 14 14 20 20 9 9 2 8 7 7 2 8 7 7 20 20 8 8 8 8 8 9

11 11

03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl

50x50x5+RSA 10X100

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

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

03 Second Ceiling Lvl

C1

UKC-UK Columns-Column: UKC203x203x46

D2-5

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

C2 C2 C2 C4 C6 C6

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

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

02 Second Floor Lvl 02 Second Floor Lvl

C3 C3

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

03 Second Ceiling Lvl

New 2nd floor Lvl

03 Second Ceiling Lvl

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

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

-100 167 0 0 0 0

-41 -41 -41 -41 -41 -41 -200 -41 -255 -20 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41 -41

0.341 m³

6.54 m 0.004 m³ 3.15 m 0.003 m³

11

Base Offset

0.000 m³ 0.001 m³ 0.001 m³ 0.000 m³ 0.001 m³ 0.001 m³ 0.019 m³ 0.021 m³ 0.003 m³ 0.004 m³ 0.020 m³ 0.020 m³ 0.013 m³ 0.013 m³ 0.008 m³ 0.019 m³ 0.036 m³ 0.010 m³ 0.007 m³ 0.021 m³ 0.037 m³ 0.010 m³ 0.015 m³ 0.015 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.021 m³ 0.013 m³

Reference Level

6.08 m 0.006 m³ 6.11 m 0.006 m³ 12.19 0.012 m³ m

02 Second Floor Lvl: 2

C1 C2 C3 C6 C6 C6

04 Roof Level

50x50x5+RSA 50x50x5+RSA 50x50x5+RSA 50x50x5+RSA 50x50x5+RSA 50x50x5+RSA UKB203x133x30 UKC203x203x46 UKPFC200x75x23 UKPFC200x75x23 UKC203x203x52 UKC203x203x52 UKPFC200x90x30 UKPFC200x90x30 UKB178x102x19 UKC203x203x46 UKB305x165x54 UKB305x165x54 UKB178x102x19 UKC203x203x46 UKB305x165x54 UKB305x165x54 UKC203x203x52 UKC203x203x52 UKC203x203x46 UKC203x203x46 UKC203x203x46 UKC203x203x46 UKC203x203x46 UKB254x146x37

New 2nd floor Lvl: 30

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

C1 C1 C3 C3 C3 C3 C3 C3 C3 C3

Start Level Type Mark Length Volume Offset

Type

Structural Column Material Takeoff Column Location Mark Family and Type

Type Mark

Phase 1- Structural Beams & Bracing

Top Offset

Height

Material: Volume

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

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

0

03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl 03 Second Ceiling Lvl

Type

10X100 10X100 10X100 10X100 10X100 10X100 10X100 10X100 10X100 UKC203x203x46 UKC203x203x46 UKPFC150x90x24 UKPFC150x90x24 90x90x8RSA 100x10 100x10 B301 UKC203x203x46 B302 UKPFC200x90x30 B303,B307, UKPFC200x90x30 B310 B304,B308, UKPFC200x90x30 B311 B305 UKPFC200x90x30 B306 UKC203x203x46 B309 UKPFC200x90x30 B312 UKPFC200x90x30 B313 UKC203x203x46 B314 UKB178x102x19 B315 UKC203x203x46 R313 50x50x5+RSA

11 11 11 11 11 11 11 11 11 8 8

8 9 9

3.08 m 3.11 m 3.10 m 3.11 m 3.10 m 3.12 m 3.08 m 3.12 m 3.06 m 0.18 m 0.27 m 2.78 m 2.78 m 2.59 m 3.81 m 4.55 m 2.26 m 0.29 m 5.97 m

0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.003 m³ 0.001 m³ 0.001 m³ 0.009 m³ 0.009 m³ 0.003 m³ 0.004 m³ 0.004 m³ 0.013 m³ 0.001 m³ 0.023 m³

0 0 -36 -36 0 0 0 0 0 0

9

5.97 m 0.023 m³

0

9 8 9 9 8 2 8

0.29 m 5.47 m 0.29 m 0.29 m 1.63 m 3.09 m 5.47 m 6.36 m 91.91 m

0 0 0 0 3 0 0 0

03 Second Ceiling Lvl: 30 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level 04 Roof Level: 8

RB01 RB02 RB03 RB04 RB05 RB06 RB07 RB08

UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30 UKPFC200x90x30

9 9 9 9 9 9 9 9

Grand total: 104

Structural Material

0.26 m 1.02 m 1.02 m 0.26 m 0.26 m 1.12 m 1.04 m 0.19 m 5.15 m 305.34 m

0.001 m³ 0.033 m³ 0.001 m³ 0.001 m³ 0.008 m³ 0.007 m³ 0.034 m³ 0.004 m³ 0.213 m³

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

Ordering Batch

Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 50-355 Metal - Steel 50-355 Metal - Steel 50-355

0

0

9.28 m

0.05 m³ Metal - Steel 43-275

-265 -265 -2800 -400 0 0

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

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

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

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

0 0

-300 -300

2.88 m 2.88 m

0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel 43-275

Timber: 140x140

Y(90)-6(-1033)

0

0

2.76 m

Timber: 140x140

Z(-429)-6(-1038)

0

0

2.76 m

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

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

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

1500 1050 0 0 0 0 0 0 0 0

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

0.05 m³ Wood - Dimensional Lumber 0.05 m³ Wood - Dimensional Lumber 0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel 43-275 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa 0.01 m³ Metal - Steel - 345 MPa

Timber: 140x140

D1(921)-5(240)

0

-700

2.25 m

Grand total: 28

Mark

Start Level Type Mark Length Volume Offset

Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 43-275 Metal - Steel 50-355 Metal - Steel 50-355

0.04 m³ Wood - Dimensional Lumber 0.70 m³

No.

Description

Total weight= Vol of beams + Vol of columns x 7.85 = 11.85 tons * *(note that needle beam B0 & B1 under column C2.1 & C2.2 on gridline 5 & 6 is free issue to contactor)

Project

Drawing Title

Architect / Designer

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

Batch 2- Beams and Columns Schedule

Kunal Manani

Dzinelabs 82A HARROW VIEW, HARROW, HA1 4TE

Drg. No.

L-(39)100

Scale @ A1 Date 05/01/13 22/10/2014 11:17:59

Date

0 0 0 0 0 0 0 0


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