Iftikhar Ismail Revit Portfolio by Iftikhar ISMAIL BSc MSc MIET

CURTAIN WALL TYPE LEGEND

NOTES: For General Arrangement Plans refer to drawings:

CW1: Curtain Wall Type 1 (200mm)

- CTM-XX-00-01-0101 (Site Plan) - CTM-XX-00-20-2000 (Level 00) - CTM-XX-01-20-2001 (Level 01) - CTM-XX-03-20-2003 (Level 03) - CTM-XX-04-20-2004 (Level 04) - CTM-XX-05-20-2005 (Level 05) - CTM-XX-06-20-2006 (Level 06) - CTM-XX-07-20-2007 (Level 07)

Capped stick curtain wall system to typical office floors (with no external fixed brise soleil louvres). Combination of feature vertical caps (250mm deep profile) & standard vertical caps (15mm profile). NBS Spec Ref: FMDC SPEC 3.1.3 CW2: Curtain Wall Type 2 (200mm) Flush capless Structural Silicon Glazing (SSG) system to north core NBS Spec Ref: FMDC SPEC 3.1.2

For Floor/Roof finishes drawings refer to: - CTM-XX-00-43-4300 (Level 00) - CTM-XX-00-43-4301 (Level 01) - CTM-XX-00-43-4302 (Level 02) - CTM-XX-00-43-4303 (Level 03) - CTM-XX-00-43-4304 (Level 04) - CTM-XX-00-43-4305 (Level 05)

CW3: Curtain Wall Type 3 (300mm) Flush capless Structural Silicon Glazing (SSG) system to ground floor with 250mm steel plate reinforced mullions. NBS Spec Ref: FMDC SPEC 3.1.4

22-2202

22-2201

22-2204

CW4: Curtain Wall Type 4 (200mm)

Drawings to be read in conjunction with:

Capped stick curtain wall system to typical office floors (with external fixed brise soleil louvres) NBS Spec Ref: FMDC SPEC 3.1.1

- Chapman Taylor, Architects NBS Specification - FMDC, Performance specification for facade elements - CT Fire Strategy Drawings (59-5900, 5901, 5910, 5911)

7500

9000

NOTES THIS DRAWING MUST NOT BE SCALED. ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR. AREAS INDICATED ARE APPROXIMATE GROSS INTERNAL AREA. THEY RELATE TO THE LIKELY AREAS OF THE BUILDING AT THE CURRENT STAGE OF DESIGN. ANY DECISIONS TO BE MADE ON THE BASIS OF THESE PREDICTIONS, WHETHER AS TO PROJECT VIABILITY, PRE-LETTING, LEASE AGREEMENTS, OR THE LIKE, SHOULD INCLUDE DUE ALLOWANCE FOR THE INCREASES AND DECREASES INHERENT IN THE DESIGN DEVELOPMENT AND BUILDING PROCESS. Â© COPYRIGHT CHAPMAN TAYLOR 2015

Refer to Landscape Architects drawings and specification for details of hard and soft material finishes within the public realm.

7500 Refer to Civil Engineers draiwngs and specification for details of surface water drainage within the public realm.

TOP +56.590

ABBREVIATIONS LEGEND

CW2

BOW C/L EGL FFL HEAD LVL MJ RWO RWP SSL SVP TOC TOP TOS TOW

TOP +54.755 MP3

MP3

Level 07 54615

MP3

D06-PL04

CW1

GT1

TOP +51.790

GT1

MP3

CW1

GT1

MP3

TOP +51.790

Level 06 51470

MP1

GT1

GT2

GT3

GT4

GT3

GT4

GT3

GT4

GT3

GT2

MP1

Bottom of Wall Centre Line External Ground Level Finished Floor Level Top of Glazing/ Door General Level Movement Joint Rainwater Outlet Rainwater Pipe Structural Slab Level Soil Vent Pipe Top of Concrete Top of Parapet Top of Steel Top of Wall

GT1

GT5

MP1

Level 05 47050

GT1

GT2

GT3

GT4

GT3

GT4

GT3

GT4

GT3

GT2

GT1

GT5

MP1

Level 04 42965

GT1

GT2

GT3

GT4

GT3

GT4

GT3

GT4

GT3

GT2

GT1

GT5

MP1

GT5

MP1

Level 03 38880

GT1

GT2

GT3

GT4

GT3

GT4

GT3

GT4

GT3

GT2

GT1

GT5

MP1

GT5

MP1

MP2

Level 02 34795

GT1

GT5

MP1

GT2

GT3

GT4

GT3

GT4

GT3

GT4

GT3

GT2

MP1

GT1

Level 01 30710

MP2 MP2 GT1

GT2

GT3

GT4

GT3

GT4

GT3

GT4

GT3

GT2

GT4

MP4

MP2

MP2 MP2

GT1

GT4

MP1

MP4

MP1

GT4

GT1

GT2

GT3

FFL +24.700

GT3

GT4

GT3

GT4

GT3

GT4

FFL +24.700

GT3

GT2

GT1

GT4

FFL +24.700

GT4

FFL +24.700

D00RE01

GT4

Level 00 24700

D00PL07 MP5

CW3

MP5

ML1

D00PL08 MP5

ML1

D00S202

D00PL09 GT3

D00S102 GS1

GS1

D00RE03

MP5

D00RE02

MP5

CW3 T01

26.06.15

REV

DATE

INT'L

STAGE E - TENDER ISSUE

DESCRIPTION

CHK'D

PROJECT

THE REGENT, SALFORD QUAYS

CLIENT

GT5

GT6

ML1

Clear glazed panels where brise soleil FMDC Spec Ref: 3.1.1

MP4

10M

Granite stall riser panels FMDC Spec Ref: 3.1.2

Metal louvre panels FMDC Spec Ref: 3.1.7 Circular aluminium cladding to columns RAL TBC FMDC Spec Ref: 3.1.5 Stainless steel plinth RAL TBC FMDC Spec Ref: 3.1.4

MP1

1285

NO FRITTING TO THIS SECTION (CLEAR VISION GLASS)

FRITTING TO BE IN 40MM EQUAL BANDING/STRIPS

MIN 1500

MP5

PPC metal plant screen to level 6 RAL TBC GT5

GS1

Clear glazed panels with 650mm fritting at base of panel where no external brise soleil FMDC Spec Ref: 3.1.3

1:100 Scale Bar

CEILING BULKHEAD BEYOND

400 600

GT4

MP1

FFL

GT2 FFL

SEMI TRANSLUCENT FRITT ABOVE CEILING BULKHEAD BEYOND

Chapman Taylor LLP Architects Masterplanners Designers Bass Warehouse 4 Castle Street, Castlefield Manchester M3 4LZ Tel +44 (0)161 828 6500 Fax +44 (0)161 828 6505

STRUCTURAL ENGINEER

NO FRITTING TO THIS SECTION (CLEAR VISION GLASS)

1800

Clear vision glazed panels FMDC Spec Ref: 3.1.2 (SSG to North Core) FMDC Spec Ref: 3.1.4 (SSG to Ground Floor)

MP3

CAP 2: 15mm low profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

ARCHITECT

FFL

40 40 40 40 40

GT3

Metal cladding panel over canopy entrance RAL TBC FMDC Spec Ref: 3.1.5

FFL

40 40 40 40 40

Opaque glazed panels FMDC Spec Ref: 3.1.2

MP2

Peel Dome The Trafford Centre Manchester M17 8PL

2910

Semi-translucent glazed panels FMDC Spec Ref: 3.1.2

GT2

MP1

CAP 1: 250mm feature profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.3 (where no brise soleil)

525 650

Back painted glazed panels FMDC Spec Ref: 3.1.2

GT1

PPC aluminium spandrel panels RAL TBC FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

FRITTING CONTROL DIAGRAM FOR GLASS TYPE GT2

FRITTING CONTROL DIAGRAM FOR GLASS TYPE GT5

525 650

CURTAIN WALL - MATERIALS KEY

SEMI TRANSLUCENT FRITT BELOW

Shepherd Gilmour Castlefield House 29 Ellesmere Street Manchester M15 4LZ

SERVICES ENGINEER

Zerum Consult Limited 4 Jordan Street Manchester M15 4PY

DRAWING TITLE

GENERAL ARRANGEMENT EXTERNAL ELEVATION NORTH

JOB NO.

433-BUP

PURPOSE OF ISSUE. TENDER

DRAWN DATE. 15.05.15

SCALE. 1 : 100 @A0

DRAWN BY. II

ISSUE DATE. 26.06.15

MD/AC

COMPANY CODE

CTM

BUILDING ZONE

CHECKED BY.

FLOOR CATEGORY/ DRAWING LEVEL ELEMENT NO.

REVISION.

2100 T01

CURTAIN WALL TYPE LEGEND

NOTES: For General Arrangement Plans refer to drawings:

CW1: Curtain Wall Type 1 (200mm)

For Floor/Roof finishes drawings refer to:

Flush capless Structural Silicon Glazing (SSG) system to ground floor with 250mm steel plate reinforced mullions. NBS Spec Ref: FMDC SPEC 3.1.4

- CTM-XX-00-43-4300 (Level 00) - CTM-XX-00-43-4301 (Level 01) - CTM-XX-00-43-4302 (Level 02) - CTM-XX-00-43-4303 (Level 03) - CTM-XX-00-43-4304 (Level 04) - CTM-XX-00-43-4305 (Level 05)

CW4: Curtain Wall Type 4 (200mm)

Drawings to be read in conjunction with:

Capped stick curtain wall system to typical office floors (with external fixed brise soleil louvres) NBS Spec Ref: FMDC SPEC 3.1.1

- Chapman Taylor, Architects NBS Specification - FMDC, Performance specification for facade elements - CT Fire Strategy Drawings (59-5900, 5901, 5910, 5911)

CW3: Curtain Wall Type 3 (300mm)

A2 7500

9000

FMDC SEC.23

9000

1 ABBREVIATIONS LEGEND

5050

54615

3 25-2504

1420

Level 06 51470

25-2504

FMDC SEC.19

1085

OFFICE SPACE

FMDC SEC.20

1085

Level 04

OFFICE SPACE

FMDC SEC.18

Bottom of Wall Centre Line External Ground Level Finished Floor Level Floor Gulley Top of Glazing/ Door General Level Movement Joint Rainwater Outlet Rainwater Pipe Soil Stack Structural Slab Level Soil Vent Pipe Top of Concrete Top of Parapetdv Top of Steel Top of Wall

3000

25-2501

OFFICE SPACE

BOW C/L EGL FFL FG HEAD LVL MJ RWO RWP SS SSL SVP TOC TOP TOS TOW

3000

47050

Â© COPYRIGHT CHAPMAN TAYLOR 2015

25-2504

Level 07

Level 05

AREAS INDICATED ARE APPROXIMATE GROSS INTERNAL AREA. THEY RELATE TO THE LIKELY AREAS OF THE BUILDING AT THE CURRENT STAGE OF DESIGN. ANY DECISIONS TO BE MADE ON THE BASIS OF THESE PREDICTIONS, WHETHER AS TO PROJECT VIABILITY, PRE-LETTING, LEASE AGREEMENTS, OR THE LIKE, SHOULD INCLUDE DUE ALLOWANCE FOR THE INCREASES AND DECREASES INHERENT IN THE DESIGN DEVELOPMENT AND BUILDING PROCESS.

Refer to Civil Engineers draiwngs and specification for details of surface water drainage within the public realm.

7500

FMDC SEC.8

25-2501

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

Refer to Landscape Architects drawings and specification for details of hard and soft material finishes within the public realm.

GLAZED ATRIUM ROOF LIGHT FMDC SPEC REF: 3.1.8

OFFICE SPACE

NOTES THIS DRAWING MUST NOT BE SCALED.

3000

42965

OFFICE SPACE 1100

OFFICE SPACE

1085

Level 03

OFFICE SPACE

ATRIUM GLASS BALUSTRADE AND INTERNAL TIMBER ACOUSTIC CLADDING FMDC SPEC REF: 3.1.6

3000

38880

OFFICE SPACE

1085

Level 02

OFFICE SPACE

3000

34795

OFFICE SPACE

FMDC SEC.24

OFFICE SPACE

RECEPTION

FMDC SEC.3

4925

30710

1085

Level 01

Level 00 24700

T02

17.07.15

STAGE E - TENDER ISSUE LEVEL 6 ROOF VALLEYS ADDED

T01

26.06.15

STAGE E - TENDER ISSUE

P01

07.05.15

STAGE D ISSUE

REV

DATE

INT'L

DESCRIPTION

CHK'D

PROJECT

THE REGENT, SALFORD QUAYS

CLIENT

CURTAIN WALL - MATERIALS KEY

GT1

Back painted glazed panels FMDC Spec Ref: 3.1.2

MP1

PPC aluminium spandrel panels RAL TBC FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

CAP 1: 250mm feature profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.3 (where no brise soleil)

FRITTING CONTROL DIAGRAM FOR GLASS TYPE GT2

FRITTING CONTROL DIAGRAM FOR GLASS TYPE GT5

Peel Dome The Trafford Centre Manchester M17 8PL

GT6

Clear glazed panels where brise soleil FMDC Spec Ref: 3.1.1

ML1

MP4

MP5

1:100 Scale Bar

PPC metal plant screen to level 6 RAL TBC

Metal louvre panels FMDC Spec Ref: 3.1.7 Circular aluminium cladding to columns RAL TBC FMDC Spec Ref: 3.1.5 Stainless steel plinth RAL TBC FMDC Spec Ref: 3.1.4

Chapman Taylor LLP Architects Masterplanners Designers

CEILING BULKHEAD BEYOND

GT5

FRITTING TO BE IN 40MM EQUAL BANDING/STRIPS

MIN 1500

MP1

NO FRITTING TO THIS SECTION (CLEAR VISION GLASS)

400 600

Granite stall riser panels FMDC Spec Ref: 3.1.2

FFL

1285

MP1

FFL

GT2 FFL

SEMI TRANSLUCENT FRITT ABOVE CEILING BULKHEAD BEYOND

NO FRITTING TO THIS SECTION (CLEAR VISION GLASS)

Bass Warehouse 4 Castle Street, Castlefield Manchester M3 4LZ Tel +44 (0)161 828 6500 Fax +44 (0)161 828 6505

STRUCTURAL ENGINEER

Shepherd Gilmour Castlefield House 29 Ellesmere Street Manchester M15 4LZ

SERVICES ENGINEER

1800

Clear glazed panels with 650mm fritting at base of panel where no external brise soleil FMDC Spec Ref: 3.1.3

GS1

CAP 2: 15mm low profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

40 40 40 40 40

GT5

Clear vision glazed panels FMDC Spec Ref: 3.1.2 (SSG to North Core) FMDC Spec Ref: 3.1.4 (SSG to Ground Floor)

MP3

Metal cladding panel over canopy entrance RAL TBC FMDC Spec Ref: 3.1.5

40 40 40 40 40

GT4

Opaque glazed panels FMDC Spec Ref: 3.1.2

MP2

2910

GT3

Semi-translucent glazed panels FMDC Spec Ref: 3.1.2

525 650

GT2

525 650

ARCHITECT

SEMI TRANSLUCENT FRITT BELOW

Zerum Consult Limited 4 Jordan Street Manchester M15 4PY

DRAWING TITLE

GENERAL ARRANGEMENT, INTERNAL SECTIONS, EAST-WEST SECTION THROUGH ATRIUM JOB NO.

433-BUP

PURPOSE OF ISSUE. TENDER

DRAWN DATE. 03.03.15

SCALE. 1 : 100 @A0

DRAWN BY. II

ISSUE DATE. 26.05.2015

MD/AC

COMPANY CODE

10M

CTM

BUILDING ZONE

CHECKED BY.

FLOOR CATEGORY/ DRAWING LEVEL ELEMENT NO.

REVISION.

2110 T01

NOTES:

CURTAIN WALL TYPE LEGEND

For General Arrangement Plans refer to drawings: CW1: Curtain Wall Type 1 (200mm)

For Floor/Roof finishes drawings refer to:

Flush capless Structural Silicon Glazing (SSG) system to north core NBS Spec Ref: FMDC SPEC 3.1.2

NOTES THIS DRAWING MUST NOT BE SCALED.

- CTM-XX-00-43-4300 (Level 00) - CTM-XX-00-43-4301 (Level 01) - CTM-XX-00-43-4302 (Level 02) - CTM-XX-00-43-4303 (Level 03) - CTM-XX-00-43-4304 (Level 04) - CTM-XX-00-43-4305 (Level 05)

CW3: Curtain Wall Type 3 (300mm) Flush capless Structural Silicon Glazing (SSG) system to ground floor with 250mm steel plate reinforced mullions. NBS Spec Ref: FMDC SPEC 3.1.4

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR. AREAS INDICATED ARE APPROXIMATE GROSS INTERNAL AREA. THEY RELATE TO THE LIKELY AREAS OF THE BUILDING AT THE CURRENT STAGE OF DESIGN. ANY DECISIONS TO BE MADE ON THE BASIS OF THESE PREDICTIONS, WHETHER AS TO PROJECT VIABILITY, PRE-LETTING, LEASE AGREEMENTS, OR THE LIKE, SHOULD INCLUDE DUE ALLOWANCE FOR THE INCREASES AND DECREASES INHERENT IN THE DESIGN DEVELOPMENT AND BUILDING PROCESS.

Drawings to be read in conjunction with:

CW4: Curtain Wall Type 4 (200mm)

Â© COPYRIGHT CHAPMAN TAYLOR 2015

GLAZED ATRIUM ROOF LIGHT FMDC SPEC REF: 3.1.8

Capped stick curtain wall system to typical office floors (with external fixed brise soleil louvres) NBS Spec Ref: FMDC SPEC 3.1.1

10500

- Chapman Taylor, Architects NBS Specification - FMDC, Performance specification for facade elements - CT Fire Strategy Drawings (59-5900, 5901, 5910, 5911)

9000

Refer to Landscape Architects drawings and specification for details of hard and soft material finishes within the public realm. Refer to Civil Engineers draiwngs and specification for details of surface water drainage within the public realm.

9000 FMDC SEC.08

FMDC SEC.22

ABBREVIATIONS LEGEND

5050

Level 07 54615

51470

1420

345

Level 06

LIFT LOBBY

3000

FMDC SEC.9

BOW C/L EGL FFL FG HEAD LVL MJ RWO RWP SS SSL SVP TOC TOP TOS TOW

OFFICE SPACE

1085

Level 05

LIFT LOBBY

FMDC SEC.19

OFFICE SPACE

FMDC SEC.18

OFFICE SPACE

3000

47050

1085

Level 04 42965

LIFT LOBBY

3000

FMDC SEC.10

1085

Level 03

LIFT LOBBY

OFFICE SPACE

LIFT LOBBY

OFFICE SPACE

FMDC SEC.01

3000

38880

FIXED BRISE SOLEIL LOUVRES FMDC SPEC 3.1.1.2

34795

1085

Level 02 1

3000

25-2502

1085

Level 01 30710

FMDC SEC.03

4925

FMDC SEC.14

LIFT LOBBY

Level 00

T02

17.07.15

STAGE E - TENDER ISSUE LEVEL 6 ROOF VALLEYS ADDED

T01

26.06.15

STAGE E - TENDER ISSUE

P01

07.05.15

STAGE D ISSUE

REV

DATE

INT'L

24700

DESCRIPTION

CHK'D

PROJECT

THE REGENT, SALFORD QUAYS

CLIENT

GT6

PPC metal plant screen to level 6 RAL TBC

Granite stall riser panels FMDC Spec Ref: 3.1.2

ML1

Clear glazed panels where brise soleil FMDC Spec Ref: 3.1.1

MP4

MP5

Metal louvre panels FMDC Spec Ref: 3.1.7 Circular aluminium cladding to columns RAL TBC FMDC Spec Ref: 3.1.5 Stainless steel plinth RAL TBC FMDC Spec Ref: 3.1.4

MP1

1285

NO FRITTING TO THIS SECTION (CLEAR VISION GLASS)

FRITTING TO BE IN 40MM EQUAL BANDING/STRIPS

MIN 1500

Clear glazed panels with 650mm fritting at base of panel where no external brise soleil FMDC Spec Ref: 3.1.3

1:100 Scale Bar

CEILING BULKHEAD BEYOND

GT5 GS1

FFL

400 600

Clear vision glazed panels FMDC Spec Ref: 3.1.2 (SSG to North Core) FMDC Spec Ref: 3.1.4 (SSG to Ground Floor)

MP1

FFL

Chapman Taylor LLP Architects Masterplanners Designers

FFL

SEMI TRANSLUCENT FRITT ABOVE

Bass Warehouse 4 Castle Street, Castlefield Manchester M3 4LZ Tel +44 (0)161 828 6500 Fax +44 (0)161 828 6505

STRUCTURAL ENGINEER

CEILING BULKHEAD BEYOND

NO FRITTING TO THIS SECTION (CLEAR VISION GLASS)

Shepherd Gilmour Castlefield House 29 Ellesmere Street Manchester M15 4LZ

SERVICES ENGINEER

GT2 FFL

1800

GT5

MP3

CAP 2: 15mm low profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

40 40 40 40 40

GT4

Opaque glazed panels FMDC Spec Ref: 3.1.2

MP2

Metal cladding panel over canopy entrance RAL TBC FMDC Spec Ref: 3.1.5

Peel Dome The Trafford Centre Manchester M17 8PL ARCHITECT

40 40 40 40 40

GT3

Semi-translucent glazed panels FMDC Spec Ref: 3.1.2

MP1

2910

GT2

Back painted glazed panels FMDC Spec Ref: 3.1.2

CAP 1: 250mm feature profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.3 (where no brise soleil)

525 650

GT1

PPC aluminium spandrel panels RAL TBC FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

FRITTING CONTROL DIAGRAM FOR GLASS TYPE GT2

FRITTING CONTROL DIAGRAM FOR GLASS TYPE GT5

525 650

CURTAIN WALL - MATERIALS KEY

SEMI TRANSLUCENT FRITT BELOW

Zerum Consult Limited 4 Jordan Street Manchester M15 4PY

DRAWING TITLE

GENERAL ARRANGEMENT, INTERNAL SECTIONS, NORTH-SOUTH SECTION THROUGH ATRIUM JOB NO.

433-BUP

PURPOSE OF ISSUE. TENDER

DRAWN DATE. 03.03.2015

SCALE. 1 : 100 @A0

DRAWN BY. II

ISSUE DATE. 26.05.2015

MD/AC

COMPANY CODE

10M

CTM

BUILDING ZONE

CHECKED BY.

FLOOR CATEGORY/ DRAWING LEVEL ELEMENT NO.

REVISION.

2111 T02

CURTAIN WALL TYPE LEGEND

NOTES

ABBREVIATIONS LEGEND

CW1: Curtain Wall Type 1 (200mm)

For General Arrangement Plans refer to drawings:

BOW C/L EGL FFL FG HEAD LVL MJ RWO RWP SS SSL SVP TOC TOP TOS TOW

CW2: Curtain Wall Type 2 (200mm) Flush capless Structural Silicon Glazing (SSG) system to north core NBS Spec Ref: FMDC SPEC 3.1.2

Drawings to be read in conjunction with: - Chapman Taylor, Architects NBS Specification - FMDC, Performance specification for facade elements - CT Fire Strategy Drawings (59-5900, 5901, 5910, 5911)

CW3: Curtain Wall Type 3 (300mm) Flush capless Structural Silicon Glazing (SSG) system to ground floor with 250mm steel plate reinforced mullions. NBS Spec Ref: FMDC SPEC 3.1.4

22-2201

9000

TOP +56.520

TOP +56.520 NOTES THIS DRAWING MUST NOT BE SCALED. ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

Refer to Landscape Architects drawings and specification for details of hard and soft material finishes within the public realm. TOP +54.755

CW4: Curtain Wall Type 4 (200mm)

Refer to Civil Engineers draiwngs and specification for details of surface water drainage within the public realm.

Capped stick curtain wall system to typical office floors (with external fixed brise soleil louvres) NBS Spec Ref: FMDC SPEC 3.1.1

TOP +54.755

5m PPC Metal plant screening system Level 07

Â© COPYRIGHT CHAPMAN TAYLOR 2015

MP3

22-2201

4700

54615

22-2201

MP3

GT1

Back painted glazed panels FMDC Spec Ref: 3.1.2

GT2

Semi-translucent glazed panels FMDC Spec Ref: 3.1.2

GT3

Opaque glazed panels FMDC Spec Ref: 3.1.2

GT4

Clear vision glazed panels FMDC Spec Ref: 3.1.2 (SSG to North Core) FMDC Spec Ref: 3.1.4 (SSG to Ground Floor)

GT5

Clear glazed panels with 650mm fritting at base of panel where no external brise soleil FMDC Spec Ref: 3.1.3

GT6

Clear glazed panels where brise soleil FMDC Spec Ref: 3.1.1

MP1

PPC aluminium spandrel panels. RAL TBC FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

MP2

Metal cladding panel over canopy entrance RAL TBC. FMDC Spec Ref: 3.1.5

MP3

PPC metal plant screen to level 6 RAL TBC

GS1

Granite stall riser panels FMDC Spec Ref: 3.1.2

ML1

Metal louvre panels FMDC Spec Ref: 3.1.7

MP4

Circular aluminium cladding to columns RAL TBC. FMDC Spec Ref: 3.1.5

MP5

Stainless steel plinth. RAL TBC FMDC Spec Ref: 3.1.4

3015

9000

CURTAIN WALL - MATERIALS KEY

GT1 TOP +51.790

TOC +51.620

SHEET METAL PARAPET CAP

330

SSL +51.125

Level 06 51470

MP1

FMDC SEC.16

GT3

GT4

GT3

GT2

Low profile curtain wall glazing caps (15x60mm)

GT1 GT5

4390

5M PLANT SCREEN

GT3

4550

GT4

GT5 MIN 300 PPC Aluminium Spandrel Panels

Level 07 (Upper Roof)

1090

STAIR 01 Level 05

1 : 50

47050 FMDC SEC.11

06 22-2201

9000 GT4

GT3

GT4

GT3

GT2

Feature curtain wall glazing caps (250x60mm)

GT1 GT5

4085

1089

22-2201

MP1

4085

FFL +47.050

GT5

600 1090

FMDC SEC.12

FFL +42.965

FMDC SEC.9

Level 04 42965

MP1

FFL +51.440 (L6)

CAP 1: 250mm feature profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.3 (where no brise soleil)

SSL +51.125 (L6)

GT4

GT3

GT2

GT1 GT5 FMDC SEC.17

FMDC SEC.10

GT5

1 : 50

03 25-2500

STAIR 01

Level 06 (Roof)

4085

GT3

CAP 2: 15mm low profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

FFL +38.880

1100

GT3

4085

GT4

Stick Curtain Walling Clear glazing on 1500mm planning grid

Level 03 38880

MP1

GT5

FMDC SEC.13

22-2201

1089

22-2201

MP1

CW2

9000 GT3

GT3

GT4

GT3

GT2

GT1

FFL +32.834

LIFT 01

600

650mm fritting FFL to glazing panels where no brise soliel located. Refer to 21 series dwgs for control diagram.

Level 02 34795

MP1

FFL +34.795

1100

04 25-2500

1500

600

GT4

4085

CW2

4085

MP1

T02

17.07.15

STAGE E - TENDER ISSUE PLANT ROOM STRUCTURE ADDED

T01

26.06.15

STAGE E - TENDER ISSUE

P01

07.05.15

STAGE D ISSUE

REV

DATE

INT'L

LW3

02 25-2500

GT3

GT4

GT3

GT2

GT1 GT5

GT5

4085

GT4

FFL +30.710 UP

CLIENT

Level 01

1 : 50

30710

MP1

22-2201

MP1

Peel Dome The Trafford Centre Manchester M17 8PL

1090

Level 01-05 (Typical)

THE REGENT, SALFORD QUAYS

1110

STAIR 01

CHK'D

PROJECT

4085

LIFT 02

DESCRIPTION

ARCHITECT

GT4

GT3

GT4

GT3

GT2

GT1

CW2

FFL +25.533

GT3

GT2

GT1

GT4

SERVICES ENGINEER

24700 MP5

1:50 Scale Bar

GT3

Level 00

CONCRETE STAIRCASE TO STRUCTURAL ENGINEERS DETAILS & SPECIFICATION

1 : 50

GT4

1775

LIFT 02

Level 00 (Ground)

GT3

MIN 1100

40MM S/S HANDRAILS SPEC REF: L30/570A TO STAIRS 1+2

GT3

2500

300 GT4

Bay Elevation 1 : 50

D00S102

FMDC SEC.15

FMDC SEC.14

GS1

STRUCTURAL ENGINEER

Shepherd Gilmour Castlefield House 29 Ellesmere Street Manchester M15 4LZ

STAIR 01

FFL +24.700

Bass Warehouse 4 Castle Street, Castlefield Manchester M3 4LZ Tel +44 (0)161 828 6500 Fax +44 (0)161 828 6505

25-2500

LIFT 01

SSG Structural Glazing System

BW5

1500

MIN 1200

LW3

Chapman Taylor LLP Architects Masterplanners Designers

GT4

D00S102

CW2

600

6010

05 40MM S/S HANDRAILS 9000 SPEC REF: L30/540A TO STAIRS 1+2

1090

CW2

3510

22-2201

MP5

FFL +24.700

Zerum Consult Limited 4 Jordan Street Manchester M15 4PY

DRAWING TITLE

PART ELEVATION & SECTION NORTH ELEVATION BETWEEN GRIDLINES A3 & A4

Facade Section 1 : 50

JOB NO.

433-BUP

PURPOSE OF ISSUE. TENDER

DRAWN DATE. 03.03.15

SCALE. 1 : 50 @A0

DRAWN BY. II

ISSUE DATE. 27.03.15

MD/AC

COMPANY CODE

0.5

CTM

BUILDING ZONE

CHECKED BY.

FLOOR CATEGORY/ DRAWING LEVEL ELEMENT NO.

REVISION.

2201 T02

CURTAIN WALL TYPE LEGEND

NOTES

ABBREVIATIONS LEGEND

CW1: Curtain Wall Type 1 (200mm)

For General Arrangement Plans refer to drawings:

BOW C/L EGL FFL HEAD LVL MJ RWO RWP SSL SVP TOC TOP TOS TOW

CW2: Curtain Wall Type 2 (200mm) Flush capless Structural Silicon Glazing (SSG) system to north core NBS Spec Ref: FMDC SPEC 3.1.2

Drawings to be read in conjunction with: - Chapman Taylor, Architects NBS Specification - FMDC, Performance specification for facade elements - CT Fire Strategy Drawings (59-5900, 5901, 5910, 5911)

CW3: Curtain Wall Type 3 (300mm) Flush capless Structural Silicon Glazing (SSG) system to ground floor with 250mm steel plate reinforced mullions. NBS Spec Ref: FMDC SPEC 3.1.4

7500

10500 TOP +56.590

TOP +56.590 N

NOTES THIS DRAWING MUST NOT BE SCALED. ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

5m PPC Metal plant screening system

TOP +54.755

Refer to Civil Engineers draiwngs and specification for details of surface water drainage within the public realm.

Capped stick curtain wall system to typical office floors (with external fixed brise soleil louvres) NBS Spec Ref: FMDC SPEC 3.1.1

22-2203

Refer to Landscape Architects drawings and specification for details of hard and soft material finishes within the public realm.

CW4: Curtain Wall Type 4 (200mm)

Level 07 54615 MP3

MP3

Â© COPYRIGHT CHAPMAN TAYLOR 2015

CURTAIN WALL - MATERIALS KEY

AA GT1

10500

GT1

Back painted glazed panels FMDC Spec Ref: 3.1.2

GT2

Semi-translucent glazed panels FMDC Spec Ref: 3.1.2

GT3

Opaque glazed panels FMDC Spec Ref: 3.1.2

GT4

Clear vision glazed panels FMDC Spec Ref: 3.1.2 (SSG to North Core) FMDC Spec Ref: 3.1.4 (SSG to Ground Floor)

GT5

Clear glazed panels with 650mm fritting at base of panel where no external brise soleil FMDC Spec Ref: 3.1.3

GT6

Clear glazed panels where brise soleil FMDC Spec Ref: 3.1.1

MP1

PPC aluminium spandrel panels. RAL TBC FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

MP2

Metal cladding panel over canopy entrance RAL TBC. FMDC Spec Ref: 3.1.5

MP3

PPC metal plant screen to level 6 RAL TBC

GS1

Granite stall riser panels FMDC Spec Ref: 3.1.2

ML1

Metal louvre panels FMDC Spec Ref: 3.1.7

MP4

Circular aluminium cladding to columns RAL TBC. FMDC Spec Ref: 3.1.5

MP5

Stainless steel plinth. RAL TBC FMDC Spec Ref: 3.1.4

TOP +51.790 FFL +51.470

51470

MP1

1010

Level 06 MP1

GT5

3560

5M PLANT SCREEN

GT5 650mm fritting FFL to glazing panels where no brise soliel located. Refer to 21 series dwgs for control diagram.

FFL +51.440 (L6)

ROOF SSL +51.125 (L6)

Level 05 MP1

MP1

525

47050

FFL +47.050

A8 GT5

GT5

3560

GT1 GT5

05 22-2203

Feature curtain wall glazing caps (250x60mm)

Level 06 (Roof) 1 : 50

Level 04 42965

MP1

525

FFL +42.965

AA 10500

CAP 1: 250mm feature profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.3 (where no brise soleil)

GT5

CAP 2: 15mm low profile curtain wall caps. RAL 7016 (dark grey) FMDC Spec Ref: 3.1.1 (where brise soleil) FMDC Spec Ref: 3.1.3 (where no brise soleil)

3560

GT5

FFL +30.710 (L1)

FFL +38.880

PPC Aluminium Spandrel Panels

38880

MP1

GT5

525

Level 03

CW1

OFFICE

Low profile curtain wall glazing caps (15x60mm)

FFL +34.795

Level 02 34795

MP1

525

3560

GT1

04 Stick Curtain Walling Clear glazing on 1500mm planning grid

05 22-2203

22-2203

CW1

1 : 50

GT5

3560

Level 01-05 (Typical)

GT5

T01

26.06.15

STAGE E - TENDER ISSUE

P01

07.05.15

STAGE D ISSUE

REV

DATE

INT'L

DESCRIPTION

CHK'D

PROJECT

THE REGENT, SALFORD QUAYS

AA FFL +30.710

10500

CLIENT

Level 01 MP1

MP1

1085

30710 MP1

D00PL07

COMMS ROOM

Peel Dome The Trafford Centre Manchester M17 8PL

HV RMU

HV METER ROOM

ARCHITECT

ML1

GT1

Aluminium Louvres

Light weight brise soleil with fixed aerofoil (ellipsoid) blades

Chapman Taylor LLP Architects Masterplanners Designers

GT4

Bass Warehouse 4 Castle Street, Castlefield Manchester M3 4LZ Tel +44 (0)161 828 6500 Fax +44 (0)161 828 6505

? D00PL05

D00PL06

MP4

GT1

MP4

ML1

GT1

STRUCTURAL ENGINEER

HV RMU

Aluminium Louvres

GT1

GT4

Dry Riser

Shepherd Gilmour Castlefield House 29 Ellesmere Street Manchester M15 4LZ

FFL +24.700 SERVICES ENGINEER

Level 00 24700 D00PL04

MP5

D00PL05

D00PL06

ML1

MP5

Zerum Consult Limited 4 Jordan Street Manchester M15 4PY

GS1

DRAWING TITLE

22-2203

PART ELEVATION & SECTION EAST ELEVATION BETWEEN GRIDLINES AA & AB

04 22-2203

Level 00 (Ground)

1 : 50

1:50 Scale Bar

0.5

Bay Elevation 1 : 50

Facade Section 1 : 50

JOB NO.

433-BUP

PURPOSE OF ISSUE. TENDER

DRAWN DATE. 03.03.15

SCALE. 1 : 50 @A0

DRAWN BY. II

ISSUE DATE. 27.03.15

MD/AC

COMPANY CODE

CTM

BUILDING ZONE

CHECKED BY.

FLOOR CATEGORY/ DRAWING LEVEL ELEMENT NO.

REVISION.

2203 T01

40MM S/S HANDRAIL SPEC REF: L30/540A TO STAIRS 1 & 2

SSG CLEAR VISION GLASS CURTAIN WALLING TO NORTH ELEVATION. FOR DETAILS REFER TO FMDC SPEC.

40MM S/S HANDRAILS SPEC REF: L30/540A TO STAIRS 1 & 2

MIN 300

25MM STAINLESS STEEL STEM

50 40

50MM DIA. STAINLESS STEEL BALUTSTRADE POST WITH SATIN POLISHED FINISH SPEC REF: L30/540A

40MM S/S HANDRAIL SPEC REF: L30/540A TO STAIRS 1 & 2

CARPET FINISH TO STAIRS SPEC REF:

STAINLESS STEEL BALUSTRADE BRACKETS

PRECAST CONCRETE STAIR TO STRUCTURAL ENGINEERS DETAIL MAX RISER 170MM MAX GOING 250MM

MIN 900

1100

50MM DIA. STAINLESS STEEL BALUSTRADE POST WITH SATIN POLISHED FINISH SPEC REF: L30/540A

ALUMINIUM SIDE TRIM SPEC REF: L30/592A

RECESSED SPOT LIGHTS WITHIN PLASTERBOARD BULKHEAD/CEILING SYSTEM. SIZE & SPEC TBC WITH SERVICES ENGINEER

ALUMINIUM FINISH STAIR NOSING IN CONTRASTING COLOUR, WITH ALUMINIUM SIDE TRIMS TO ALL EXPOSED STAIRCASE STRINGERS SPEC REF: L30/592A

PLASTER SKIM & PAINT FINISH

PAINT FINISH TO STAIR STRINGER

TYPICAL HALF LANDING SECTION DETAIL

1 : 10

TYPICAL STRINGER SECTION DETAIL

CLEAR LAMINATED GLASS INFILL PANELS WITH BEVELED EDGES SPEC REF: L30/540A

STAIR 3 SPECIFICATION GALVANISED BALUSTRADES SPEC REF: L30/560A GALVANISED HANDRAILS SPEC REF: L30/580A STAIR NOSINGS SPEC REF: L30/590A

RECESSED SPOT LIGHTS WITHIN PLASTERBOARD BULKHEAD/CEILING SYSTEM. SIZE & SPEC TBC WITH SERVICES ENGINEER

STAIR TRIMS & EDGINGS SPEC REF: L30/592A

PLASTER SKIM & PAINT FINISH

1 : 10

THIS DRAWING MUST NOT BE SCALED.

STEEL SUPPORTS TO STRUCTURAL ENGINEER'S DETAILS & SPECIFICATION

VOID

NOTES

GRADUS ELITE ALUMINIUM FINISH STAIR NOSING IN CONTRASTING COLOUR, WITH GRADUS TA5 ALUMINIUM SIDE TRIMS TO ALL EXPOSED STAIRCASE STRINGERS. SPEC REF: L30/590A TO STAIRS 1, 2 & 3

RECESSED SPOT LIGHTS WITHIN PLASTERBOARD SOFFIT. MIN 50MM - MAX 100MM, SO NOT TO FOUL MIN. 2250MM HEADROOM

STEEL SUPPORTS TO STR. ENGINEER'S DETAIL & SPEC.

STAINLESS STEEL BALUSTRADE BRACKETS IN SATIN POLISHED FINISH

CARPET FINISH TO STAIRS & LANDINGS SPEC REF:

PLASTER SKIM & PAINT FINISH

50MM DIA. POST WELDED TO S/S CIRCULAR PLATE -FIXED TO FACE OF LANDING SLAB EDGE

S/S POST COVER PLATE IN SATIN POLISHED FINISH. SPEC REF: L30/540A

50MM DIA. POST WELDED TO S/S CIRCULAR PLATE - FIXED TO EDGE OF STAIR STRINGER

CARPET FINISH TO STAIRS SPEC REF:

600

MAX 1100

CLEAR LAMINATED GLASS INFILL PANELS WITH BEVELED EDGES SPEC REF: L30/540A

25MM STAINLESS STEEL STEM

200

50MM DIA. STAINLESS STEEL BALUSTRADE POST WITH SATIN POLISHED FINISH SPEC REF: L30/540A

TYPICAL LANDING SECTION DETAIL 1 : 10

T01

26.06.15

REV

DATE

INT'L

STAGE E - TENDER ISSUE

DESCRIPTION

CHK'D

MIN 90

PROJECT

PLASTER SKIM & PAINT FINISH

THE REGENT, SALFORD QUAYS

40MM S/S HANDRAILS SPEC REF: L30/570A TO STAIRS 1+2

CLIENT

Peel Dome The Trafford Centre Manchester M17 8PL

1500

ALUMINIUM FINISH STAIR NOSING IN CONTRASTING COLOUR SPEC REF: L30/590A TO STAIRS 1, 2 & 3

ARCHITECT

Chapman Taylor LLP Architects Masterplanners Designers

SECTION 4 NO. STAINLESS STEEL BALUSTRADES PER STAIRCASE RUN (8 NO. TOTAL PER FLOOR LEVEL)

40MM S/S HANDRAILS SPEC REF: L30/570A TO STAIRS 1 & 2

ELEVATION

Bass Warehouse 4 Castle Street, Castlefield Manchester M3 4LZ Tel +44 (0)161 828 6500 Fax +44 (0)161 828 6505

STRUCTURAL ENGINEER

50 40 HANDRAIL TO BE MIN. 900MM FROM PITCH-LINE OF STAIRS

Shepherd Gilmour Castlefield House 29 Ellesmere Street Manchester M15 4LZ

ALUMINIUM SIDE TRIMS TO ALL EXPOSED STAIRCASE STRINGERS TO STAIRS 1, 2 & 3 SPEC REF: L30/592A

MIN 900MM FROM PITCH LINE OF STAIR

250

MIN 90

SERVICES ENGINEER

PLYWOOD PATTRESS BEHIND PLASTERBOARD TO PROVIDE FIXING FOR HANDRAILS

DRAWING TITLE

PLASTER SKIM & PAINT FINISH

NOTE: SEE DRAWING SERIES NO.24 FOR STAIR CORE SETTING OUT DIMENSIONS & DETAILS

TYPICAL STAIR SETTING OUT PLAN DETAIL 1 : 10

TYPICAL HANDRAIL FIXING SECTION DETAIL 1:5

Zerum Consult Limited 4 Jordan Street Manchester M15 4PY

DETAIL SHEET 1 TYPICAL STAIR, HANDRAIL & BALUSTRADE DETAILS JOB NO.

433-BUP

PURPOSE OF ISSUE. TENDER

DRAWN DATE. 16.06.15

SCALE. As indicated @A1

DRAWN BY. II

ISSUE DATE. 26.06.15

MD/AC

COMPANY CODE

BUILDING ZONE

CTM

CHECKED BY.

FLOOR CATEGORY/ DRAWING LEVEL ELEMENT NO.

REVISION.

2500 T01

AB INTERNAL TIMBER DOOR WITH STAINLESS STEEL DOOR THRESHOLD STRIP ON HIDDEN FIXINGS

CARPET FINISH TO RAISED FLOOR TILES (OFFICE AREAS)

CARPET FINISH TO RAISED FLOOR TILES

ADJUSTABLE RAISED ACCESS FLOOR

CORRIDOR

LIFT LOBBY

STAIR AND CORE

BRUSHED STAINLESS STEEL SKIRTING ON PLYWOOD BACKING, WITH 10MM SHADOW GAP ALONG INTERNAL WALL

100MM S/W SKIRTING WITH GLOSS PAINT FINISH

NATURAL STONE FLOOR TILING

ADJUSTABLE RAISED ACCESS FLOOR PEDESTALS

REINFORCED POLYETHYLENE SEPERATING LAYER BETWEEN SCREED AND VOID FORMER, TO RETURN VERTICALLY

NATURAL STONE FLOOR TILING POLYETHYLENE SEPERATING LAYER BETWEEN SCREED & VOID FORMER, TO RETURN VERTICALLY

NOTES

MOVEMENT JOINT

THIS DRAWING MUST NOT BE SCALED.

600

125

FFL

MAX

FFL

SCREED

SSL

SCREED

600

SSL

VOID FORMER

Â© COPYRIGHT CHAPMAN TAYLOR 2015

CONCRETE SLAB TO STRUCTURAL ENGINEERS DETAILS

20MM COMPRESSION FILLER TO ARCHITECTS SPEC & FIRE REGS INSULATION

CELLULAR BEAMS & STEEL TO STRUCTURAL ENGINEERS DETAILS

165

140MM BLOCKWORK WALL WITH WALL TIES AT 450MM CENTRES

140MM BLOCKWORK WALL 2X12.5MM PLASTERBOARD COLUMN CASING WITH PLASTER SKIM AND PAINT FINISH

2X12.5MM PLASTERBOARD WITH PLASTER SKIM AND PAINT FINISH

FLOOR INTERFACE BETWEEN STONE AND RAISED FLOOR

1 : 10

JUNCTION AT CORRIDOR & STAIR FLOOR SLABS 1 : 10

T01

26.06.15

REV

DATE

INT'L

STAGE E - TENDER ISSUE

DESCRIPTION

CHK'D

PROJECT

OFFICE SPACE 302

INSULATED METAL SPANDREL PANEL - COLOUR/FINISH TBC

STEEL COLUMN TO STR. ENGINEERS DETAILS & SPECIFICATION

CURTAIN WALL MULLION RESTRAINT BRACKET TO CONCRETE SLAB

2X12.5MM PLASTERBOARD COLUMN CASING WITH PLASTER SKIM AND PAINT FINISH

OFFICE SPACE

STEEL COLUMN WITHIN PLASTERBOARD CASING

298

PLASTERBOARD END TRIMS TO ALLOW 10MM SHADOW GAP

100

RECESSED BRUSHED STAINLESSSTEEL SKIRTING 10

CARPET FINISH TO RAISED FLOOR TILES (OFFICE AREAS)

FFL

RECESSED BRUSHED STAINLESSSTEEL SKIRTING FIXED TO PLYWOOD BACKING SHEET

SSL

ADJUSTABLE RAISED ACCESS FLOOR PEDESTALS

525

RAISED ACCESS FLOOR PEDESTALS

CONCRETE SLAB TO STRUCTURAL ENGINEERS DETAILS

300

CELLULAR BEAMS TO STRUCTURAL ENGINEERS DETAILS

300

PLASTERBOARD CEILING WITH PLASTER SKIM AND PAINT FINISH

1 : 10

DRAWING TITLE

DETAIL SHEET 2 TYPICAL FLOOR FINISHES DETAILS

BLIND BOX (BY BUILDING TENANT)

TYPICAL PERIMETER EDGE DETAIL

Shepherd Gilmour Castlefield House 29 Ellesmere Street Manchester M15 4LZ

Zerum Consult Limited 4 Jordan Street Manchester M15 4PY

RECESSED PLASTERBOARD BULKHEAD TO RECEIVE PLASTER SKIM AND PAINT FINISH SUSPENDED METAL CEILING SYSTEM

Bass Warehouse 4 Castle Street, Castlefield Manchester M3 4LZ Tel +44 (0)161 828 6500 Fax +44 (0)161 828 6505

SERVICES ENGINEER

450 FEATURE MULLIONS

Chapman Taylor LLP Architects Masterplanners Designers

STRUCTURAL ENGINEER

1085

100

CONCRETE SLAB TO STRUCTURAL ENGINEERS DETAILS

200

Peel Dome The Trafford Centre Manchester M17 8PL ARCHITECT

RAISED ACCESS FLOOR TILES

SSL

CLIENT

CARPET FINISH TO RAISED FLOOR TILES (OFFICE AREAS)

FFL

RAISED ACCESS FLOOR TILES (PERIMETER TILE CUT TO SUIT)

THE REGENT, SALFORD QUAYS

TYPICAL COLUMN TO FLOOR SLAB DETAIL 1 : 10

JOB NO.

433-BUP

PURPOSE OF ISSUE. TENDER

DRAWN DATE. 01.06.15

SCALE. 1 : 10 @A1

DRAWN BY. II

ISSUE DATE. 26.06.15

MD/AC

COMPANY CODE

CTM

BUILDING ZONE

CHECKED BY.

FLOOR CATEGORY/ DRAWING LEVEL ELEMENT NO.

REVISION.

2501 T01

PPC PRE-FORMED METAL CAPPING

PPC PRE-FORMED METAL CAPPING PERIMETER HALO LIGHTING TO M+E ENGINEER'S DETAILS & SPECIFICATION

PERIMETER HALO LIGHTING TO M+E ENGINEER'S DETAILS & SPECIFICATION

1500x4700 ARCHITECTURAL FLAT WALL PANEL FIXED TO OUTSIDE FACE OF PFC CLADDING RAILS. PANEL JOINTS TO ALIGN WITH PERIMETER CW GLAZING PANELS. SPEC REF: H43/120A

UB TO STRUCTURAL ENGINEER'S DETAILS & SPECIFICATION

MIN 900mm

1500x4700 ARCHITECTURAL FLAT WALL PANEL FIXED TO OUTSIDE FACE OF PFC CLADDING RAILS. PANEL JOINTS TO ALIGN WITH PERIMETER CW GLAZING PANELS. SPEC REF: H43/120A

NOTES

PFC CLADDING RAILS TO STRUCTURAL ENGINEER'S DETAILS & SPECIFICATION

THIS DRAWING MUST NOT BE SCALED. ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR. AREAS INDICATED ARE APPROXIMATE GROSS INTERNAL AREA. THEY RELATE TO THE LIKELY AREAS OF THE BUILDING AT THE CURRENT STAGE OF DESIGN. ANY DECISIONS TO BE MADE ON THE BASIS OF THESE PREDICTIONS, WHETHER AS TO PROJECT VIABILITY, PRE-LETTING, LEASE AGREEMENTS, OR THE LIKE, SHOULD INCLUDE DUE ALLOWANCE FOR THE INCREASES AND DECREASES INHERENT IN THE DESIGN DEVELOPMENT AND BUILDING PROCESS.

ADHERED LINER TRAY TO FORM RW GUTTER WITH TROUGH GRATE SPEC REF: H43/234A

PFC CLADDING RAILS TO STRUCTURAL ENGINEER'S DETAILS & SPECIFICATION

Â© COPYRIGHT CHAPMAN TAYLOR 2015

UB TO STRUCTURAL ENGINEER'S DETAILS & SPECIFICATION

METAL INSULATED ROOF ON STEEL PURLINS. SPEC REF: H43/130A

STEEL/UB TO STR ENG'S DETAILS & SPECIFICATION

CRANKED STRUT TO STRUCTURAL ENGINEER'S DETAILS & SPECIFICATION

PFC CLADDING RAILS TO STRUCTURAL ENGINEER'S DETAILS & SPECIFICATION

PLANT SCREEN SECTION HEAD DETAIL

1 : 10 CONCRETE PAVING SLABS (SPEC REF: J21 465A) ON SPACER PADS. RIGID INSULATION LAID ON TO LIQUID APPLIED WATERPROOFING, ON CONCRETE SLAB. SPEC REF: J21/125A

PPC PRE-FORMED METAL CAPPIN CONTINUOUS CONCRETE UPSTAND TO ROOF PERIMETER

DRIP CILL TO PLANT SCREENS SPEC REF: H43/120A

4700

METAL FLASHING DRESSED OVER FIBER CANT & INTO PARAPET HEAD DRIP CILL TO PLANT SCREENS SPEC REF: H43/120

300

ROOF SUPPORT BEAMS LAID TO FALLS. APPROX 1 IN 60 TO STRUCTURAL ENGINEER'S DETAILS & SECIFICATION

1 : 10

WATER-PROOF MEMBRANE DRESSED OVER UPDSTAND & BEHIND PLANT SCREEN

CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS & SPECIFICATION

LIQUID APPLIED WATERPROOF ROOF COATING. SPEC REF: J31 130A

PLANT ROOM SECTION HEAD DETAIL

INDICATIVE RWO TO STRUCTURAL ENGINEER'S DETAILS & SPEC

ROOF MEMBRANE DRESSED INTO DRAINAGE OUTLETS ON ROOF

FMDC SEC.8

10.07.15

REV

DATE

INT'L

STAGE E - TENDER ISSUE

DESCRIPTION

CHK'D

PROJECT

THE REGENT, SALFORD QUAYS

CONCRETE UPSTAND TO STRUCTURAL ENGINEER'S DETAILS & SPECIFICATION

CLIENT

Peel Dome The Trafford Centre Manchester M17 8PL

CONCRETE FLAT SLAB WITHIN PLANT ENCLOSURE, ON RIGID INSULATION LAID ON TO LIQUID APPLIED WATERPROOFING, ON CONCRETE SLAB. SPEC REF: J21/125A ROOF SUPPORT BEAMS LAID TO FALLS. APPROX 1 IN 60 TO STRUCTURAL ENGINEER'S DETAILS & SECIFICATION

T01

ARCHITECT

Chapman Taylor LLP Architects Masterplanners Designers Bass Warehouse 4 Castle Street, Castlefield Manchester M3 4LZ Tel +44 (0)161 828 6500 Fax +44 (0)161 828 6505

50 STRUCTURAL ENGINEER

ROOF BALLAST. SPEC REF: J21 460 Shepherd Gilmour Castlefield House 29 Ellesmere Street Manchester M15 4LZ

SERVICES ENGINEER

Zerum Consult Limited 4 Jordan Street Manchester M15 4PY

DRAWING TITLE

DETAIL SHEET 5 TYPICAL PLANT SCREEN DETAILS & ROOF EDGE/VALLEY DETAIL

PLANT SCREEN SECTION BASE DETAIL 1 : 10

ROOF PARAPET/VALLEY GUTTER DETAIL 1 : 10

PLANT ROOM SECTION BASE DETAIL 1 : 10

JOB NO.

433-BUP

PURPOSE OF ISSUE. TENDER

DRAWN DATE. 06.07.15

SCALE. 1 : 10 @A1

DRAWN BY. II

ISSUE DATE. 10.07.15

MD/AC

COMPANY CODE

BUILDING ZONE

CTM

CHECKED BY.

FLOOR CATEGORY/ DRAWING LEVEL ELEMENT NO.

REVISION.

2504 T01

THIS DRAWING (OR ANY PART THEREOF) MAY NOT BE COPIED, TRANSMITTED OR DISCLOSED TO ANY THIRD PARTY OR UNAUTHORISED PERSON WITHOUT THE PRIOR WRITTEN PERMISSION OF GILLING DOD ARCHITECTS.

Door Schedule - External Door Number

Mark

Level

Family

Structural Opening Width Height

Type

1.1 2.1

ex21 Level 1 ex01 Level 1

6995B_Door Type E3 6995B_Door Type E3

1010x2110mm Ext Sgl Solid 1010x2110mm Ext Sgl Solid

1010 1010

2110 2110

1.2

ex04 Level 2

6995B_Door Type A CW

Ext Dbl Glass Single Swing

1790

2125

1.2 1.2 1.3

ex05 Level 2 ex22 Level 2 ex07 Level 2

6995B_Door Type B CW Sliding Pockt Sliding Door 6995B_Door Type B 1010x2100mm Ext Sing Glass 6995B_Door Type A CW Ext Dbl Glass Single Swing

3550 1010 1805

2.2 2.2

ex02 Level 2 ex03 Level 2

6995B_Door Type K 6995B_Door Type A

1810x2100mm Ext Dbl Solid 1910x2100mm Ext Dbl Glass

1.2

ex06 Level 3 (Site GF)

6995B_Door Type A CW

Ext Dbl Glass Single Swing

1.3 2.3 2.3

NBS Door Panel Door Panel Door Panel Door Panel Reference Infill 1 Infill 2 Infill 3 Infill 4

Door Ironmongery

Comments

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS PREPARED BY CONSULTANTS AND SUBCONTRACTORS.

Metal Panel Metal Panel Metal Panel Metal Panel L20/280B

Glass

2353 2100 2105

L20/280C L20/280 L20/280B

Glass Glass Glass

1810 1910

2100 2100

L20/283 L20/281

Metal Panel Metal Panel Metal Panel Metal Panel Pk EXD-10 L40/370 L40/370 L40/370 L40/370 Pk GDA-02

1800

2350

L20/280B

Glass

Pk GDA-01

ex08 Level 3 (Site GF) ex09 Level 3 (Site GF) ex20 Level 3 (Site GF)

6995B_Door Type B CW Sliding Pockt Sliding Door 3535 6995B_Door Type J 900x2150mm Ext Sgl Glass w Sidelight 900 6995B_Door Type C CW Ext Sgl Glass Single Swing 1045

2353 2049 2400

L20/280C L20/370 L20/280B

Glass Opaque Glass

Glass Opaque -

Pk EXD-22 Pk EXD-02

1.5 1.5

ex10 Level 5 ex11 Level 5

6995B_Door Type E3 6995B_Door Type E3

1010x2110mm Ext Sgl Solid Plant 1010x2110mm Ext Sgl Solid Plant

1010 1010

2110 2110

L20/282 L20/282

Metal Panel Metal Panel Metal Panel Metal Panel -

Pk EXD-02 Pk EXD-02

1.5

ex12 Level 5

6995B_Door Type B

1010x2100mm Ext Sing Glass

1010

2100

L20/280

Glass

Pk EXD-09

2.5

ex13 Level 5

6995B_Door Type E4

1510x2110mm Ext Leaf & Half Solid

1510

2110

L20/281

Metal Panel Metal Panel Metal Panel Metal Panel Pk EXD-07

1.6

ex14 Level 6

6995B_Door Type E3

1010x2110mm Ext Sgl Solid Plant

1010

2110

L20/282

Metal Panel Metal Panel -

Pk EXD-02

External Door in Rainscreen wall. Maintenance Access only.

1.7 1.7

ex15 Level 7 main roof ex17 Level 7 main roof

6995B_Door Type E2 6995B_Door Type E4

1910 1390

2110 2100

L20/282 L20/282

Metal Panel Metal Panel Metal Panel Metal Panel -

Pk EXD-014 Pk EXD-016

External Door In Plant Room Wall. Maintenance Access only. External Door In Plant Room Wall. Maintenance Access only.

2.7

ex16 Level 7 main roof

6995B_Door Type E4

1390

2100

L20/282

Metal Panel Metal Panel -

Pk EXD-016

External Door In Plant Room Wall. Maintenance Access only.

2.7 ex18 Level 7 main roof 2.7 ex19 Level 7 main roof Grand total: 22

6995B_Door Type E3 6995B_Door Type E2

1910x2110mm Ext Dbl Solid Plant 1390x2100mm Ext Leaf & Half Solid Plant 1390x2100mm Ext Leaf & Half Solid Plant 1010x2110mm Ext Sgl Solid Plant 1910x2110mm Ext Dbl Solid Plant

1010 1910

2110 2110

L20/282 L20/282

Metal Panel Metal Panel Metal Panel Metal Panel -

Pk GDA-03 Pk EXD-014

External Door In Plant Room Wall. Maintenance Access only. External Door In Plant Room Wall. Maintenance Access only.

Glass

Pk EXD-09 Pk EXD-09

External Door for Emergency Escape only. External Door for Emergency Escape only.

Glass

Pk GDA-01

Glass

Pk EXD-22 Pk EXD-09 Pk GDA-01

Automatic powered swing external door in curtain call. Access & E.E. Automatic powered sliding door in pocket/protection screen External Door In Rendered Wall. Maintenance Access only. Automatic powered swing external door in curtain call. Access & E.E. External Door In Rendered Wall. Escape & Access. External Door in masonary Wall. Escape & Access.

DO NOT SCALE FROM THIS DRAWING. WORK ONLY TO PRINTED DIMENSIONS. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR REPRESENTATIVES THEREOF. Â© ALL RIGHTS RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN PERMISSIONS OF THE COPYRIGHT HOLDER ONCE PRINTED AND DISTRIBUTED THIS DOCUMENT IS ASSUMED UNCONTROLLED

Automatic powered swing external door in curtain call. Access & E.E. Automatic powered sliding door in pocket/protection screen External Door In Rendered Wall. Escape & Access. External Door in existing curtain wall. Size to be checked on site, existing aperture. External Door in rendered wall. Maintenance Access only. External Door In Plant Room Wall (rainscreen). Maintenance Access & E.E. External Door in Rainscreen wall. Maintenance Access only. Site dimenoins to be checked prior to manufacture, to suit opening between phase 1 foor and phase 2 structure. External Door In Rainscreen. Escape & Access. Internally finished. To be on hold open in E.E

1748 1045

Varies

Rev

Description

Date

925

775

150

2100 S/O

2150

3 150

2400

Existing glazing, transom removed. Mullions modified to suit new door. Door to be sized o fit opening.

150

TYPE A CW

TYPE B CW Sliding Pocket

TYPE A

TYPE C CW

2102 The Cruck Barn, Duxbury Park, Chorley, Lancashire. PR7 4AT t: 01257 260070 f: 01257 260071 Project

Redevelopment of West Cumberland Hospital - Phase 2

1 150

External Door Schedule & Elevations

925

2100 S/

2110 S/O

150

2110 S/O

925

2100 S/O

Title

Project Status

Project Number

For Tender

6995B

Project Issue Date

Drawn By

Checked By

25/02/14

SDL

Scale

Sheet Size

Rev.

1 : 20 TYPE B

TYPE E2

TYPE E3

TYPE E4

TYPE K

TYPE J

Drawing Number

WCH-GDA-22-ZZ-DR-A-30-3102

EDPM trapped behind curtain wall frame capping and adhered to existing masonry as per specialist curtain wall manufacturers specification.

EDPM trapped behind curtain wall frame capping and adhered to existing slab edge.

Vertical carrier rails as per specialist cladding manufacturers specification.

Insulated gasket as per specialist curtain wall manufacturers specification. continuous metal channel fixed to existing slab edge to span width of curtain walling, to structural engineers details, to pick up bottom fixing of cladding rails.

Cladding facade.

PPC Aluminium parapet trim clip fixed to SFS - size to suit wall thickness.

External grade curtain wall sealant.

Sika-Trocal 90Â° metal upstand.

Insulated gasket as per specialist curtain wall manufacturers specification.

Sika-Trocal "S" Membrane lapped over corner, fastened under capping.

REPORT ANY DISCREPANCIES TO THE ARCHITECT OR REPRESENTATIVES THEREOF. ÂŠ ALL RIGHTS RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS WITHOUT THE WRITTEN PERMISSIONS OF THE COPYRIGHT HOLDER Cladding facade.

Sika-Trocal S-Vap 500E. Cladding panel reveal fixed to horizontal support rails. NBS - H92/120H

Refer to elevation

70mm Kingspan TP10 foil backed insulation pre bonded onto glazing, fully silicone sealed with metal backing cassette.

Exact slab / column / beam configuration is to be confirmed prior to finalising any new curtain walling details.

ONCE PRINTED AND DISTRIBUTED THIS DOCUMENT IS ASSUMED UNCONTROLLED

SFS System forming parapet, refer to external wall details for further information.

EDPM trapped behind curtain wall frame as per specialist curtain wall manufacturers specification.

Balck Insect mesh fitted to full length of cladding at window head.

Mullions to extend past transom and be bolted back to slab edge.

External grade curtain wall sealant. Insulated gasket as per specialist curtain wall manufacturers specification.

Opaque glazing to obscure ceiling void and slab edge.

Plasterboard fixed to SW battens / framing within depth of mullions internally.

70mm Kingspan TP10 foil backed insulation pre bonded onto glazing, fully silicone sealed with metal backing cassette.

Exact slab / column / beam configuration is to be confirmed prior to finalising any new curtain walling details.

Refer to ceiling plan / details for further information. Ceiling grid secured to angle fixed in to curtain wall transom.

DO NOT SCALE FROM THIS DRAWING. WORK ONLY TO PRINTED DIMENSIONS.

Sika-Trocal Type S waterproof membrane.

Min 10mm ventilation gap protected with insect mesh.

Opaque glazing to obscure ceiling void and slab edge.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS PREPARED BY CONSULTANTS AND SUBCONTRACTORS.

New Sika-Trocal Adhered roof laid on existing roof finish. Existing roof finish to be cleaned and suitably prepared prior to installation of new system.

SFS System forming parapet, refer to external wall details for further information.

Cladding facade. External grade curtain wall sealant.

975

THIS DRAWING (OR ANY PART THEREOF) MAY NOT BE COPIED, TRANSMITTED OR DISCLOSED TO ANY THIRD PARTY OR UNAUTHORISED PERSON WITHOUT THE PRIOR WRITTEN PERMISSION OF GILLING DOD ARCHITECTS.

Curtain wall transom.

Opaque glazing to obscure ceiling void and slab edge. Ceiling grid secured to angle fixed in to curtain wall transom.

Refer to ceiling plan / details for further information. Refer to ceiling plan / details for further information.

Curtain wall transom. Curtain wall transom.

Curtain Wall Vertical Detail 1

Curtain Wall Vertical Detail 2

1 : 10

Curtain Wall Vertical Detail 3 1 : 10

O/A frame depth varies

Curtain wall as NBS H11/??? Insulated gasket as per specialist curtain wall manufacturers specification. PPC metal downstand cill profile acting as backing rod to accept sealant .

Internal wall line.

O/A box depth varies Internal wall line. Curtain wall as NBS H11/???.

External grade curtain wall sealant. Insulated gasket as per specialist curtain wall manufacturers specification.

3 WCH-GDA-22-ZZ-DR-A-40-4206

Curtain wall spigot fixing as per specialist manufacturers specification, secured to top of concrete retaining wall as per SE specification.

Backing rod to accept sealant DPM & EDPM. Curtain wall EDPM dressed under cill.

Internal cill MR MDF with pencil round profile, factory finished with 1 coat primer 2 coats finish.

External grade curtain wall sealant.

Vinyl floor finish trapped under cill & fully sealed.

Curtain wall external cill.

Curtain wall spigot fixing as per specialist manufacturers specification, secured to curtain wall spigot angle.

Box Size Varies

External grade curtain wall sealant.

Internal cill MR MDF with pencil round profile, factory finished with 1 coat primer 2 coats finish.

Curtain wall EDPM lapped over DPM min 150mm. Wearing course varies Sureset, Tarmac, Concrete Pavers (Woodstone) or Concrete Pavers (1200 x 600mm)

Vinyl floor finish trapped under cill & fully sealed.

Bedding course

Sub Base Rev

DPM dressed vertically up face of existing retaining wall & trapped in to curtain wall capping.

20mm Kingspan Styrozone H 350 R or equally approved installed to outside face of tanking membrane.

Curtain Wall Vertical Detail 4 1 : 10

Description

Date

Kingspan kooltherm perimeter edge insulation. DPM dressed vertically up face of existing wall & trapped in to curtain wall capping.

Exact slab / column / beam configuration is to be confirmed prior to finalising any new curtain walling details.

MR Protection board.

Tanking Membrane as per Engineers details.

Curtain Wall Vertical Detail 5

1 : 10

Curtain Wall Vertical Detail 6 1 : 10

4 WCH-GDA-22-ZZ-DR-A-40-4206

Curtain wall spigot fixing as per specialist manufacturers specification, secured to halfen channel precast into top of concrete retaining wall as per SE specification. Insulated gasket as per specialist curtain wall manufacturers specification. Internal cill MR MDF with pencil round profile, factory finished with 1 coat primer 2 coats finish.

Curtain wall as NBS - H11/110 Cladding facade.

Curtain wall transom.

Corner fixing angle as per specialist cladding manufacturers specification.

Curtain wall EDPM dressed under cill.

External grade curtain wall sealant. External grade curtain wall sealant.

Insulated gasket as per specialist curtain wall manufacturers specification to accept sealant & EDPM.

Curtain wall external cill.

Vinyl floor finish trapped under cill & fully sealed.

Continuous vertical cladding rails secured to cladding bracket as per specialist cladding manufacturers specification.

Curtain wall spigot fixing as per specialist manufacturers specification fixed at mullion positions into concrete slab.

Vertical carrier rails as per specialist cladding manufacturers specification. continuous metal channel fixed to existing slab edge to span width of curtain walling, to SE details. Carrier rail bracket fixing as per specialist cladding manufacturers specification secured into existing slab edge, to SE details.

Exact slab / column / beam configuration is to be confirmed prior to finalising any new curtain walling details. Boarding to back of window as per NBS K10/156.

Curtain wall EDPM secured behind curtain wall capping & adhered to concrete panels.

DPM dressed vertically up face of existing retaining wall & trapped in to curtain wall capping.

Plasterboard fixed to SW battens / framing within depth of mullions internally.

Double angle fixing to secure side of cladding return as per specialist cladding manufacturers specification.

2 layers of plasterboard.

Cladding bracket to support vertical cladding rails secured back to halfen channels precast into concrete panels.

SFS System, refer to external wall details for further information.

Cladding facade. Exact slab / column / beam configuration is to be confirmed prior to finalising any new curtain walling details.

Refer to elevations for glazing requirements (opaque / clear).

Refer to ceiling plan / details for further information.

70mm Kingspan TP10 foil backed insulation pre bonded onto glazing, fully silicone sealed with metal backing cassette.

Opaque glazing to obscure ceiling void and slab edge.

Curtain wall transom.

1 : 10

Curtain Wall Vertical Detail 8 1 : 10

Project

Redevelopment of West Cumberland Hospital - Phase 2

100mm insulation.

PD1

Curtain Wall Vertical Detail 7

The Cruck Barn, Duxbury Park, Chorley, Lancashire. PR7 4AT t: 01257 260070 f: 01257 260071

Curtain Wall Typical Jamb Plan Detail 1 : 10

Title

Curtain Wall Details

Project Status

Project Number

For Tender

6995B

Project Issue Date

Drawn By

Checked By

25/02/14

Checker

Scale

Sheet Size

Rev.

1 : 10

Drawing Number

WCH-GDA-Z1-ZZ-DR-A-30-3138

Powder coated aluminium once weathered capping fixed to top of parapet. NBS - H72/251

Wall membrane lapped over and sealed to roofing membrane at parapet.

Powder coated aluminium once weathered capping fixed to top of parapet. NBS - H72/251

Insulation fixed to top of parapet. NBS - J31/342A

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS PREPARED BY CONSULTANTS AND SUBCONTRACTORS.

Insulation fixed to top of parapet. NBS - J31/342A

Protective insulation board fixed to face of parapet wall. NBS - J31/342A

Min 10mm ventilation gap protected with insect mesh.

Paving flags on supporting discs NBS - J31/370 & 372

Supporting SHS posts to engineers details.

Existing structural concrete deck.

845

Cladding panel fixed to vertical support rails. NBS - H92/120F

Insulation mechanically fixed to existing masonry wall. All joints taped. NBS - H92/776A Stand off bracket system and supporting cleats to specialists design. NBS - H92/120E

Insulation mechanically fixed to existing masonry wall. All joints taped. NBS - H92/776A

Roofing insulation to achieve U-value of 0.2W/m²k NBS - J31/130

10mm Cement bonded particle board fixed each side of stud frame. NBS - K11/845

REPORT ANY DISCREPANCIES TO THE ARCHITECT OR REPRESENTATIVES THEREOF.

Roofing membrane taken up face of wall insulation, over parapet, lapped and sealed. NBS - J31/130

Thermal protection sheet NBS - J31/353

PFC parpapet beam to engineers details.

DO NOT SCALE FROM THIS DRAWING. WORK ONLY TO PRINTED DIMENSIONS.

Once existing masonry structure is exposed, if required close off cavity with new concrete flat top coping

Existing roof finish and insulation to be retained. Roof finish to be electronically leak tested and repaired where required.

Gravel ballast to perimeter of roof. NBS - J31/365A

Top Of Parapet. - 9670.

SFS studs fixed within base track and PFC to specialists design. NBS - G10/150

THIS DRAWING (OR ANY PART THEREOF) MAY NOT BE COPIED, TRANSMITTED OR DISCLOSED TO ANY THIRD PARTY OR UNAUTHORISED PERSON WITHOUT THE PRIOR WRITTEN PERMISSION OF GILLING DOD ARCHITECTS.

ONCE PRINTED AND DISTRIBUTED THIS DOCUMENT IS ASSUMED UNCONTROLLED

u/s plant room roof 123572

Waterproof roofing membrane applied directly to cement board substrate. NBS - J31/130

Continuous bead of airtight sealant NBS - Z22/310B

15mm Versapanel board fixed to metal deck. NBS - K11/845

Existing wall to have plaster removed and new plasterboard lining applied. NBS - K10/156

Profiled metal floor deck to engineers specification. C section metal floor joists to engineers specifcation at 600mm centres. Edge beam and supporting steel structure to structural engineers details.

Continuous bead of sealant to both sides of mechanical fixing

Low Pitch insulated trapezoidal composite roof panel NBS - H43/120A

Existing structural concrete deck exposed and cleaned. Powder coated Aluminium fascia (dimensions to be confirmed) MBS - H72/251

Breather membrane applied to face of insulation. all joints lapped and taped. NBS - H92/785

Steel purlins to engineers specification.

Compressible compriband filler and continuous bead of airtight sealant NBS - Z22/310B

Continuous bead of airtight sealant NBS - Z22/310B Existing wall to have plaster removed and new plasterboard lining applied. NBS - K10/156

Min 10mm ventilation gap protected with insect mesh.

Structural steel frame to engineers design.

Cladding panel fixed to vertical support rails. NBS - H92/120F

Detail Z1 C-C (E)

Detail Z1 C-C (J) 1 : 10

1 : 10

Metal composite cladding panels fixed to horizontal cladding rails to engineers design. NBS - H43/120 Stand off bracket system and supporting cleats to specialists design. NBS - H92/120E

Horizontal cladding rails to engineers specification and details.

Powder coated aluminium flashing trim . NBS - G10/150

Insulated reveals in accordance with cladding manufactureres details. Covered with powder coated flashing angle. NBS - H92/120F

Louvre system NBS - L10/650A

Detail Z1 C-C (G) 1 : 10 Rev

Description

Date

Louvre system NBS - L10/650A Powder coated aluminium sill flashing. NBS - G10/150

Powder coated aluminium flashing trim with butyl seal. NBS - G10/150 Cladding panel fixed to vertical support rails. NBS - H92/120F

10050 Metal composite cladding panels fixed to horizontal cladding rails to engineers design. NBS - H43/120

Insulated reveals in accordance with cladding manufactureres details. Covered with powder coated flashing angle. NBS - H92/120F

Stand off bracket system and supporting cleats to specialists design, fixed to composite panels. NBS - H92/120E

Stand off bracket system and supporting cleats to specialists design. NBS - H92/120E

Cladding panel fixed to vertical support rails. NBS - H92/120F Powder coated aluminium flashing trim . NBS - G10/150

Bottom of clading cavity closed off and protected with insect mesh.

Paving flags on supporting discs NBS - J31/370 & 372 Thermal protection sheet NBS - J31/353

Bottom of clading cavity closed off and protected with insect mesh.

Gravel ballast to perimeter of roof. NBS - J31/365A Paving flags on supporting discs NBS - J31/370 & 372 Thermal protection sheet NBS - J31/353 Roofing insulation to achieve U-value of 0.2W/m²k NBS - J31/130

Waterproof roofing membrane applied directly to concrete substrate. NBS - J31/130

Powder coated aluminium flashing trim . NBS - H72/420 Protective insulation board fixed to face of existing wall. NBS - J31/342A Continuous bead of airtight sealant NBS - Z22/310B

Level 5 6700

Insulation mechanically fixed to existing masonry wall. All joints taped. NBS - H92/776A

Structural steel frame to engineers design. 200

Existing wall to have plaster removed and new plasterboard lining applied. NBS - K10/156

Horizontal claddig rails to engineers specification.

Roofing membrane lapped up face of wall. NBS - J31/130

Roofing insulation to achieve U-value of 0.2W/m²k NBS - J31/130

Roofing membrane taken up face of wall insulation, over parapet, lapped and sealed. NBS - J42/110

Concrete upstand to perimeter of plantroom to engineers details (Height to be confirmed by DSSR)

New structral concrete deck to engineers design.

Gravel ballast to perimeter of roof. NBS - J31/365A Roofing membrane taken up face of wall insulation, lapped under and sealed to wall membrane. NBS - J31/130 & J42/110

Waterproof roofing membrane applied directly to cement board deck. NBS - J31/130

The Cruck Barn, Duxbury Park, Chorley, Lancashire. PR7 4AT t: 01257 260070 f: 01257 260071

Paving flags on supporting discs NBS - J31/370 & 372 Thermal protection sheet NBS - J31/353

Level 7 main roof 120637

380

Insulation mechanically fixed to existing masonry wall. All joints taped. NBS - H92/776A Breather membrane applied to face of insulation. all joints lapped and taped. NBS - H92/785

Level 6

Supporting steel structure to engineers design and details.

15mm Versapanel board fixed to metal deck. NBS - K11/845 Continuation of new floor slab metal deck to engineers specification.

Project

Redevelopment of West Cumberland Hospital - Phase 2 Title

Sectional Details Sheet 3

Gravel ballast to perimeter of roof. NBS - J31/365A Existing structural concrete deck exposed, cleaned. Roofing insulation to achieve U-value of 0.2W/m²k NBS - J31/130

Existing structural concrete deck exposed, cleaned and prepared for new roof finish.

Waterproof roofing membrane applied directly to concrete substrate. NBS - J31/130

Detail Z1 C-C (D)

Detail Z1 C-C (F)

1 : 10

Detail Z1 C-C (H) 1 : 10

Project Status

Project Number

For Tender

6995B

Project Issue Date

Drawn By

Checked By

25/02/14

SDL

Scale

Sheet Size

Rev.

1 : 10

Drawing Number

WCH-GDA-Z1-ZZ-DR-A-26-2123

THIS DRAWING (OR ANY PART THEREOF) MAY NOT BE COPIED, TRANSMITTED OR DISCLOSED TO ANY THIRD PARTY OR UNAUTHORISED PERSON WITHOUT THE PRIOR WRITTEN PERMISSION OF GILLING DOD ARCHITECTS. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS PREPARED BY CONSULTANTS AND SUBCONTRACTORS. DO NOT SCALE FROM THIS DRAWING. WORK ONLY TO PRINTED DIMENSIONS. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR REPRESENTATIVES THEREOF. Continuous vertical T-box rail spanning between, and fixed back at, floor levels. To specialist design. NBS - H92/120H Window strapped back to existing masonry structure, and sealed with EPDM membrane. NBS - L10/692

260

Aluminium bracket to corner of cladding to suit required fixings. Cladding manufacturer to advise on fixing method.

New window. Refer to window schedule for type. NBS - L10

Continuous bead of airtight sealant NBS - Z22/310B

Wall brackets fixed to structural floor slab / beams, To specialist design. NBS - H92/120H

15mm plasterboard reveal. NBS - K10/156

X34

Existing wall structure retained and reinforced in accordance with structural engineers specifications. Existing wall to have plaster removed and new plasterboard lining applied. NBS - K10/156

260

Z1-DP-02

Pipe boxing formed in metal stud and lined with plasterboard. Insulation packed into void. NBS - K10/177

NBS - K10/156

160

100

Existing wall structure retained and reinforced in accordance with structural engineers specifications.

Continuous vertical box rail spanning between, and fixed back at, floor levels. To specialist design. NBS - H92/120H

Brackets fixed back at structural floor slabs and beams. NBS - H92/120H

Continuous vertical box rail spanning between, and fixed back at, floor levels. To specialist design. NBS - H92/120H

Cladding panel fixed to vertical support rails. NBS - H92/120H

Existing wall to have plaster removed and new plasterboard lining applied. NBS - K10/156

Breather membrane applied to face of insulation. all joints lapped and taped. NBS - H92/785

Cladding panel fixed to vertical support rails. NBS - H92/120H

Continuous metal angle support fixed to vertical box rail. to specialists design. NBS - H92/120H

160

Recessed cladding panel (see elevations for locations)

ONCE PRINTED AND DISTRIBUTED THIS DOCUMENT IS ASSUMED UNCONTROLLED

Continuous vertical box rail spanning between, and fixed back at, floor levels. To specialist design. NBS - H92/120E

Cladding panel fixed to vertical support rails. NBS - H92/120E

Insulation mechanically fixed to existing masonry wall. All joints taped. NBS - H92/776A

Cladding panel fixed to vertical support rails. NBS - H92/120H

Breather membrane applied to face of insulation. all joints lapped and taped. NBS - H92/785

Cladding panel return fixed to vertical SFS rail system. NBS - H92/120H

Steel windpost to engineers spec and details.

Insulation mechanically fixed to existing masonry wall. All joints taped. NBS - H92/776A

100

External grade sealant. NBS - L10/810

Insulated cavity closer fixed to void within existing wall structure. Breather membrane applied to face of insulation. all joints lapped and taped. NBS - H92/785

Pipe boxing formed in metal stud and lined with plasterboard. Insulation packed into void. NBS - K10/177

Metal profile extrusion (to match window cill) to run length of cladding recess

Exact slab / column / beam configuration and location is to be confirmed prior to finalising any details.

Existing wall structure retained and reinforced in accordance with structural engineers specifications. Refer to proposed partition drawings for internal wall details

X34

Line of cladding panel below.

Cladding panel fixed to vertical support rails. NBS - H92/120J

X42

Existing wall & column to have plaster removed and new plasterboard lining applied. NBS - K10/156

Exact slab / column / beam configuration and location is to be confirmed prior to finalising any details.

Stand off bracket system and supporting cleats to specialists design. Brackets fixed top and bottom back to structural slab edge between floor levels to engineers design. NBS - H92/120E Stand off bracket system and supporting cleats to specialists design. Brackets fixed top and bottom back to structural slab edge between floor levels to engineers design. NBS - H92/120E

X42

External Corner Detail

Window Jamb Detail

Internal Corner Detail

1 : 10

1 : 10 X45

Rev

Window strapped back to existing masonry structure, and sealed with EPDM membrane. NBS - L10/692

New window. Refer to window schedule for type. NBS - L10

Continuous bead of airtight sealant NBS - Z22/310B Insulated cavity closer fixed to void within existing wall structure.

Description

Date

New plasterboard lining applied to existing wall. NBS - K10/156

Exsting Structure

External grade sealant. NBS - L10/810

SFS stud positioned at vertical cladding support locations.

15mm plasterboard reveal. NBS - K10/156 Cladding panel return fixed to vertical SFS rail system. NBS - H92/120H

2No. layers plasterboard. Intermediate fixings to be countersunk with cladding panel plugs in same finish as panel. NBS - H92/120E

Cladding panel fixed to horizontal support rails. NBS - H92/120E Continuous vertical box rail spanning between, and fixed back at, floor levels. Independent supports to allow for building movement. To specialist design. NBS - H92/120E Cladding panel joint as movement joint, structural engineer to advise of requirement.

Existing render & insulation removed to suit service riser. Exposed masonry to be cleaned & made good to comply with compartmentation strategy

X40

Lift shaft blockwork laid side on NBS - F10/255A

Saw cut formed vertically up face of existing masonry and new DPC inserted. DPC lapped over and sealed to SFS.

Insulation mechanically fixed to existing masonry wall. All joints taped. NBS - H92/776A

Insulation fixed to sheathing board layer / existing masonry. All joints taped. NBS - H92/776A Breather membrane applied to face of insulation. all joints lapped and taped. NBS - H92/785

2No. layers of plasterboard fixed to studs. NBS - K10/158 Steel frame to engineers design.

Insulation.

Breather membrane. Vertical support rails & helping hand brackets.

Cladding panel fixed to vertical support rails.

Breather membrane applied to face of insulation. all joints lapped and taped. NBS - H92/785

1No. layer of cement bonded particle sheathing board fixed to studs. NBS - K11/845

SFS studs fixed within base track to specialists design. To be fire stopped along abutment. NBS - G10/150

Sheathing board.

SFS stud fixed back to masonry Phase 1

Exact slab / column / beam configuration and location is to be confirmed prior to finalising any details.

Wall brackets fixed to structural floor slab / beams, To specialist design. NBS - H92/120H

Existing wall to have plaster removed and new plasterboard lining applied. NBS - K10/156 Aluminium bracket to corner of cladding to suit required fixings. Cladding manufacturer to advise on fixing method.

Breather membrane applied to face of insulation. all joints lapped and taped. NBS - H92/785

Intermediate fixings to be countersunk with cladding panel plugs in same finish as panel. NBS - H92/120E

Insulation mechanically fixed to existing masonry wall. All joints taped. NBS - H92/776A

Cladding panel fixed to vertical support rails. NBS - H92/120E 160 Continuous vertical T bracket fixed to metal fixing angle. To specialist design. NBS - H92/120E

X42

Cladding panel fixed to vertical support rails. NBS - H92/120H

Phase 2

The Cruck Barn, Duxbury Park, Chorley, Lancashire. PR7 4AT t: 01257 260070 f: 01257 260071 Project

Redevelopment of West Cumberland Hospital - Phase 2 Title

Plan Details Sheet 1

Corner Abutment Detail

Blockwork Corner Detail

Typical Phase 1 Junction

1 : 10

Project Status

Project Number

For Tender

6995B

Project Issue Date

Drawn By

Checked By

25/02/14

SDL

Scale

Sheet Size

Rev.

1 : 10

Drawing Number

WCH-GDA-22-ZZ-DR-A-20-2102

THIS DRAWING (OR ANY PART THEREOF) MAY NOT BE COPIED, TRANSMITTED OR DISCLOSED TO ANY THIRD PARTY OR UNAUTHORISED PERSON WITHOUT THE PRIOR WRITTEN PERMISSION OF GILLING DOD ARCHITECTS.

Standard Ballustrade handrail

Standard infill panel

Standard side fixing to stringer mounted post

Riser side section

Perforated metal sheet Plan view

Riser side section

String side elevation

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS PREPARED BY CONSULTANTS AND SUBCONTRACTORS.

Standard base fixing to floor mounted post String side elevation

String side section

Standard Wall mounted handrail Riser side section 65

DO NOT SCALE FROM THIS DRAWING. WORK ONLY TO PRINTED DIMENSIONS.

String side elevation

50 FFL

REPORT ANY DISCREPANCIES TO THE ARCHITECT OR REPRESENTATIVES THEREOF. 50

FFL

ONCE PRINTED AND DISTRIBUTED THIS DOCUMENT IS ASSUMED UNCONTROLLED

35 Fixing bolts

String side elevation

Post to be welded to bracket. Bracket to then be bolted in place. Design must achieve strength rigid structure as described in HBN 00-04: • vertically, they should support 95% of people plus a margin of 50% that is, 88kg + 44kg = 132kg • horizontally, they should support a force from an adult of 155N + 50% = 233N

130

150

FFL

FG FG

Calculations required to prove adequacy of fixing bolts

100

FG FG

Handrail Details - NBS L30/552

1:5

1:5 Stair 4 Section A-A

Balustrade Railing Details - NBS L30/552

Stair 4 Section A-A

FG FG

UP FG

Staircase 4 Location Plan 1 : 1000 2791

L30/552

840

640

730

840

730

331

Level 6

L30/552

GENERAL NOTES:-Existing staircase retained. -Existing handrails and guarding and support posts carefully removed and substrate surfaces made good. -Existing floor finishes and nosings removed and surfaces made good ready to receive new finishes.

980

1100

150

1310

251

1468

L30/552

300

1100

L30/552 PURPOSE MADE BALUSTRADES

1100

730

1100

730

Stair 4 Section B-B

L30/552 PURPOSE MADE BALUSTRADES

Stair 4 Section B-B

150

1100

2730

10050

Level 5

L30/552

Rev

Description

Date

Stair 4 Section A-A

1100

1 : 50

1100

1 : 50

1100

Stair 4 - Level 6

Stair 4 Section A-A

Stair 4 - Level 5

Stair 4 Section A-A

1100

6700

Level 4

L30/552

3350

331

1310

1100

331

1100

2730

Project

Redevelopment of West Cumberland Hospital - Phase 2

1100

300

150

300

150

The Cruck Barn, Duxbury Park, Chorley, Lancashire. PR7 4AT t: 01257 260070 f: 01257 260071

Level 3 (Site GF)

L30/552

300

2880

2730

1100

150

1310

L30/552

150

331

1548

1468

L30/552

1468

L30/552 1310

2791

1468

2791

Staircase 4 Plans Sections & Details

1000

L30/552 PURPOSE MADE BALUSTRADES

Stair 4 Section B-B

L30/552 PURPOSE MADE BALUSTRADES

Stair 4 Section B-B

Title L30/552 PURPOSE MADE BALUSTRADES

1100

5 87

300

Level 2 -3350 840

640

840

Stair 4 - Level 2

Stair 4 - Level 3

Stair 4 - Level 4

Stair 4 - Section A-A

Stair 4 - Section B-B

1 : 50

Project Status

Project Number

For Tender

6995B

Project Issue Date

Drawn By

Checked By

25/02/14

Checker

Scale

Sheet Size

Rev.

As indicated

Drawing Number

WCH-GDA-Z2-ZZ-DR-A-70-7105

Ceiling Line

740

Ceiling Line

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS PREPARED BY CONSULTANTS AND SUBCONTRACTORS.

145

Ceiling Line

1475

145

Ceiling Line

1150

145

Ceiling Line

975

145

Ceiling Line

1985

1635

145

Ceiling Line

680

145

Ceiling Line

950

145

Ceiling Line

1600

145

975

1815

THIS DRAWING (OR ANY PART THEREOF) MAY NOT BE COPIED, TRANSMITTED OR DISCLOSED TO ANY THIRD PARTY OR UNAUTHORISED PERSON WITHOUT THE PRIOR WRITTEN PERMISSION OF GILLING DOD ARCHITECTS.

DO NOT SCALE FROM THIS DRAWING. WORK ONLY TO PRINTED DIMENSIONS.

550

890

600

145

225

700

1250

600

1245

1240

145

1250

REPORT ANY DISCREPANCIES TO THE ARCHITECT OR REPRESENTATIVES THEREOF. 1315

550

1455

1195 33

925

1240

IPS to Vanity Units

150

225

600

725

650

275

IPS NOTES:

380

•

105

600

225

150

600

2500 250

2500 5 545

138

545

600

150

700

•

Handing of IPS panel swings shown should be checked with position of room & wall elevations before installation. Deregations from HTM regarding fixing heights of certain items such as soap/alchol/gel dispensers and mirrors. All sanitaryware, accessory locations & heights must be obtained from relevant Room C-Sheet drawings. Top of IPS carcases to extend min 100mm beyond suspended ceilings. All IPS panels to stop min 45mm below suspended ceilings unless noted otherwise. Refer to the following plan drawings for all IPS locations:

1. 2. 3. 4. 5.

WCH-GDA-22-02-DR-A-74-0002 WCH-GDA-22-03-DR-A-74-0003 WCH-GDA-22-04-DR-A-74-0004 WCH-GDA-22-05-DR-A-74-0005 WCH-GDA-22-06-DR-A-74-0006

•

IPSX120-Type 2 Elev A

IPSX120-Type 3 Elev A

950

700

800

•

105

IPSX120-Type 5 Elev A

IPSX120-Type 6 Elev A

975

IPSX120-Type 7 Elev A

IPSX120-Type 8 Elev A

740

1475

1150

125

1985

380

800

380

450 105

IPSX120-Type 4 Elev A

1635

680

10 105

380

800

105

IPSX120-Type 1 Elev A

1600

380

800

380 105

975

550

800

10 380

950

105 1815

400

250

2500

2500 250 150

600

175

2500

2500 400 600

600

105

600

IPSX110-Type 1 Elev A

IPSX103-Type 1 Elev A

125

2500 10

2500 800

1200

Sinks centered on IPS panels

IPSX372-Type 1 Elev A

175

138

1000 Belfast sink sat on floor

700

1200 900

1200

800

900

150 200

2500

250 10

2500

ONCE PRINTED AND DISTRIBUTED THIS DOCUMENT IS ASSUMED UNCONTROLLED

IPSX372-Type 1

(Level 2) (Level 3) (Level 4) (Level 5) (Level 6)

IPS Panel Legend:

IPSX103-Type 1

IPSX110-Type 1

IPSX120-Type 1

IPSX120-Type 2

IPSX120-Type 3

IPSX120-Type 4

IPSX120-Type 5

IPSX120-Type 6

IPSX120-Type 7

IPSX120-Type 8 Denotes hinged opening panel

Ceiling Line

145

Ceiling Line

925

145

Ceiling Line

1265

800

145

Ceiling Line

145

Ceiling Line

145

Ceiling Line

1500

700

145

Ceiling Line

910

925

145

Ceiling Line

850

145

Ceiling Line

925

145

Ceiling Line

145

Ceiling Line

775

700

610

145

Ceiling Line

145

750

145

700

Denotes lift off removable panel

Ceiling Line

150

300

600

SITE MEASURE REQUIRED BY SUB-CONTRACTOR PRIOR TO MANUFACTURE & INSTALLATION OF ALL IPS UNITS.

175

DIMENSIONS OF ALL IPS PANEL TYPES TO BE CHECKED AGAINST SCHEDULE ON IPS PLAN LOCATION DRAWINGS LISTED ABOVE.

2500

250 150

600

250

600

All other panels are fixed in place, unless noted otherwise. For plans and elevations of cubicles, refer to seperate drawing sheet.

1250

1250 365

150

600

150

250

250 150

600

125

800

150

600

2500

100

2500

1250

1250 600

2500

600

250 150

600

250

600

1250

1250 300

300

600

200

2500

600

10 600

250

250 350

150

250 150

1250 50

2500

300

150

600

2500

150

250

600

150

1250

2500 10

250 150

600

250

10 600

150

10 580

120 180

2500

600

2500

1250

600

1250

600

550

2800

200

1250

1270

1550

Denotes non-removable (fixed) panel

IPSX122-Type 2

IPSX122-Type 3

IPSX123-Type 1

IPSX123-Type 2

IPSX123-Type 3

IPSX124-Type 4 Elev A

1500

IPSX124-Type 2

800

380 105

10 380

IPSX124-Type 6 Elev A

1265

925 175

800

IPSX124-Type 3

105

IPSX124-Type 5 Elev A

IPSX124-Type 4

125

IPSX124-Type 3 Elev A

700

IPSX124-Type 1

800

10 105

380

800

10 105

910

IPSX123-Type 4

380

800

10 380 105

800

IPSX124-Type 2 Elev A

250

125

200

125

IPSX122-Type 1

IPSX124-Type 1 Elev A

925

850

925

750

IPSX120-Type 9

800

IPSX123-Type 4 Elev A

125

775

IPSX123-Type 3 Elev A

175

IPSX123-Type 2 Elev A

105

380

800

10 105

380

800

10 105

380

600

10 380 105

IPSX123-Type 1 Elev A

700

610

700

380

IPSX122-Type 3 Elev A

150

IPSX122-Type 2 Elev A

105

800

10 105

380

800

IPSX122-Type 1 Elev A

135

IPSX120-Type 9 Elev A

800

380 105

800

Janitorial unit

IPSX124-Type 5

IPSX124-Type 6

145

465

2500 900

100 200 900

600 10 380

800

105

1200 900

10 150

150 600

1000

1250

1200

T 3 T 2 T 1 Rev

500

125

Ceiling Line

600

800

140

625

635

1000

745

1000

745

IPS to Vanity Units

2790

Ceiling Line

775

150

775

145

Ceiling Line

IPSX160-Type 4

150

775

245

125

700

200

700

225

700

140

IPSX162-Type 1 Elev A

IPSX163-Type 1 Elev A

IPSX163-Type 2 Elev A

10 2920

175

275

175

200

380

470

105

IPSX173-Type 1 Elev A 2790

1805

1320

660

470

IPSX170-Type 1 Elev A

275

1600 1660

Title

330 470

600

2500

2500 330 470

10 600 10 105

380

IPSX164-Type 1 Elev A

Redevelopment of West Cumberland Hospital - Phase 2 IPS Types - Sheet 1 of 6

1805 2820

Project

600 105

900

380

100 200 900

105

380

900

800

600

100 200

2500

400 800 780

105 200 10

1200

105

IPSX160-Type 6 Elev A

2500 10

310 140 800

380

900

380

600

100 200

2500

1860

The Cruck Barn, Duxbury Park, Chorley, Lancashire. PR7 4AT t: 01257 260070 f: 01257 260071

2500 150 900

15/09/14 28/08/14 27/08/14 Date

1520

2920

1805

145

Ceiling Line

1250 10

Dispensers added to IPS panels IPS amended Issued for Tender Description

1250

600 10 380 105

IPSX160-Type 5 Elev A

II II II By

IPSX160-Type 4 Elev A

1250

1000

10 380

900

105 1805

1320

145

Ceiling Line

IPSX160-Type 3

1250

1220

Ceiling Line

2920

IPSX160-Type 2

1250

590

1260

IPSX160-Type 3 Elev A

1805

IPSX160-Type 1

1600

1660

1230

100 200 900

900 1900

IPSX154-Type 1

1250

1000

1600

2500

2500 100 200 900

600

IPSX160-Type 2 Elev A

50 0

650

745

380

1000

1250

145

IPSX150-Type 1

145

118

380

2900

150

IPSX124-Type 9

Ceiling Line

747

IPSX160-Type 1 Elev A

2360

2820

105

IPSX154-Type 1 Elev A

1200

IPSX123-Type 6

1000

250 150

580 10 380 105

IPSX150-Type 1 Elev A

125

IPSX123-Type 5

105

2500

1270 200 900

IPSX124-Type 9 Elev A

900

125

655

145

800

950

10 600 10

150 800

380

150 800

IPSX123-Type 6 Elev A

Ceiling Line

200

IPSX123-Type 5 Elev A

1200

2500

150 250

2500

2800

1250

105

1250

600

105

380

800

600

250

2500 150

250

10 600 10 380

550

Ceiling Line

800

225

1070

895

600

1255

150

1550

600

1250

550

Ceiling Line

1520

2920

145

Ceiling Line

720

145

Ceiling Line

1805

1900

1100

Ceiling Line

2900

2360

145

1200

145

Ceiling Line

900

145

800

145

900

Project Status

Project Number

Preliminary

6995B

Project Issue Date

Drawn By

Checked By

25/02/14

Scale

Sheet Size

Rev.

1 : 20 Drawing Number

IPSX160-Type 5

IPSX160-Type 6

IPSX162-Type 1

IPSX163-Type 1

IPSX163-Type 2

IPSX164-Type 1

IPSX170-Type 1

IPSX173-Type 1

WCH-GDA-22-ZZ-DR-A-74-0008

THIS DRAWING (OR ANY PART THEREOF) MAY NOT BE COPIED, TRANSMITTED OR DISCLOSED TO ANY THIRD PARTY OR UNAUTHORISED PERSON WITHOUT THE PRIOR WRITTEN PERMISSION OF GILLING DOD ARCHITECTS.

X11 ---

---

X28

6321 Structural Opening 2505

Mark

1461

1500 Structural Opening

Sim D2 WCH-GDA-Z1-ZZ-DR-A-30-3138

1055

D2 WCH-GDA-Z1-ZZ-DR-A-30-3138

L40/370C

CW.01 CW.02 CW.03 CW.04 CW.05 CW.06 CW.07 CW.08

Level 7 13.720

Sim

L40/370C

L40/370C ---

L40/370

L40/370 Level 6 10.050

Level 6 10.050

1150

L40/370C

L40/370

1150

L40/370C

1150

Stair 4 Section B-B

L40/370 Level 6 10.050

L40/370C

L40/370

WCH-GDA-Z1-ZZ-DR-A-30-3138

L40/370

1050

L40/370C

L40/370

Area

6321 1500 5435 2785 2810 6377 6286 3093

13430 13430 3125 6475 9825 3350 13430 3125

84.9 m² 20.1 m² 17.0 m² 18.0 m² 27.6 m² 21.4 m² 84.4 m² 9.7 m²

205 205 125 145 145 125 205 125

L40/370C

L40/370

900

L40/370C

250 620

Sim

WCH-GDA-Z1-ZZ-DR-A-30-3138

L40/370C

WCH-GDA-Z1-ZZ-DR-A-30-3138

0C 37 0/ 4 L

480

C 70 0/3 4 L

Level 4 3.350

875

L40/370C

Level 4 3.350

Sim

L40/370C

L40/370

Level 3 0.000

Sim

Level 3 0.000

L40/370 Level 3 0.000

Sim D5

1--- : 50

---

L40/370

1 : 50

Level 3 0.000

L40/370 L40/370

L40/370

Level 3 0.000

Sim

CW.02 Section

1 : 50

D6 WCH-GDA-Z1-ZZ-DR-A-30-3138

1 : 50

L40/370

Level 4 3.350

L40/370

Mullion and transom sizes TBC

CW.02 Elevation

Level 4 3.350

2130

L40/370

Level 3 0.000

Mullion and transom sizes TBC

CW.01 Section

L40/370

WCH-GDA-Z1-ZZ-DR-A-30-3138

Mullion and transom sizes TBC

CW.01 Elevation

L40/370C

L40/370

2675

1050

L40/370C

3125 Structural Opening

1275

Level 3 0.000

L40/370C

L40/370

1275

1050

WCH-GDA-Z1-ZZ-DR-A-30-3138

L40/370

900

L40/370

535

1220 5435 Structural Opening

L40/370 Level 4 3.350

1905

X31

Level 4 3.350

L40/370

X47

L40/370

1050

L40/370C

Level 5 6.700

WCH-GDA-Z1-ZZ-DR-A-30-3138

Sim D8

Level 5 6.700

465

WCH-GDA-Z1-ZZ-DR-A-30-3138

L40/370

Level 4 3.350

928

L40/370

Level 4 3.350

928

Sim

1220

L40/370C

465

6475 Structural Opening

L40/370C

Level 5 6.700

L40/370C

1150

L40/370C

L40/370

L40/370C

---

Sim

1150

WCH-GDA-Z1-ZZ-DR-A-30-3138

Level 5 6.700

L40/370C

ONCE PRINTED AND DISTRIBUTED THIS DOCUMENT IS ASSUMED UNCONTROLLED

2785 Structural Opening

L40/370

450

1050

Sim L40/370C

L40/370C

Level 5 6.700

1150

Level 5 6.700

REPORT ANY DISCREPANCIES TO THE ARCHITECT OR REPRESENTATIVES THEREOF.

WCH-GDA-Z1-ZZ-DR-A-30-3138

1050

EQ L40/370C

L40/370C

13430 Structural Opening

1150

L40/370C

1150

13430 Structural Opening

DO NOT SCALE FROM THIS DRAWING. WORK ONLY TO PRINTED DIMENSIONS.

H11/??? H11/??? H11/??? H11/??? H11/??? H11/??? H11/??? H11/???

---

Comments

Sim

1150

1050 1150

L40/370

Height

NBS Reference

Level 6 10.050

Sim L40/370C

Length

Frame Depth

2355 Level 7 13.720

L40/370C

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT DRAWINGS PREPARED BY CONSULTANTS AND SUBCONTRACTORS.

Curtain Wall Schedule

CW.03 Elevation

1 : 50

CW.03 Section

1 : 50

X44

WCH-GDA-Z1-ZZ-DR-A-30-3138

1855

Mullion and transom sizes TBC

CW.04 Elevation

CW.04 Section

1 : 50

---

X46

Guarding 3 Section

---

6286 Structural Opening 2355

1426

2505 Level 7 13.720

Level 7 13.720

Sim

468

Level 5 6.700

L40/370

WCH-GDA-Z1-ZZ-DR-A-30-3138

L40/370

L40/370C

L40/370

1150

L40/370C

L40/370

L40/370C

D8 Level 5 6.700

Level 5 6.700

WCH-GDA-Z1-ZZ-DR-A-30-3138

X41

GX47

Level 3 0.000

870

1032

1300

510

925

241

Level 3 0.000

815

Level 3 0.000

L40/370C

Sim

3093 Structural Opening

WCH-GDA-Z1-ZZ-DR-A-30-3138

Level 4 3.350

1250

Level 4 3.350

593

Level 4 3.350

The Cruck Barn, Duxbury Park, Chorley, Lancashire. PR7 4AT t: 01257 260070 f: 01257 260071

Level 2 -3.350

Mullion and transom sizes TBC

1840

CW.05 Elevation 1 : 50

1 : 50

L40/370

L40/370C

L40/370C L40/370C

L40/370C

CW.06 Elevation E1 1 : 50

Level 2 -3.350

E6a

CW.06 Elevation E2 1 : 50

Level 3 0.000

L40/370

L40/370C

L40/370 Level 3 0.000

CW.06 Section 1 : 50

E7 ---

Sim

L40/370

L40/370C

WCH-GDA-Z1-ZZ-DR-A-30-3138

1 : 50

CW.07 Section

D7 Level 3 0.000

1 : 50

CW.08 Elevation 1 : 50

Redevelopment of West Cumberland Hospital - Phase 2 Title

Sim

Mullion and transom sizes TBC

CW.07 Elevation

Project

Level 3 0.000

Mullion and transom sizes TBC

L40/370C

L4 0/ 37

450 WCH-GDA-Z1-ZZ-DR-A-30-3138

Mullion and transom sizes TBC

1850

L40/370

D6 L40/370C

L40/370C

Sim

L40/370 Level 2 -3.350

L40/370

Sim

L40/370C

G1.1 Sect

1050 L40/370C

1970

L40/370

2375

0/3 70 C

L40/370

L40/370C

L40/370

WCH-GDA-Z1-ZZ-DR-A-30-3138

Level 2 -3.350

L40/370C

2675

L40/370C

3125 Structural Opening

L40/370C

1050

975

0/3 70 C

L40/370C

L40/370

Mullion and transom sizes TBC

CW.05 Section

L40/370C

1275

WCH-GDA-Z1-ZZ-DR-A-30-3138

L40/370C

975

L40/370C

405

L40/370

Sim

1970

L40/370

L40/370C

L40/370

405

L40/370

3350 Structural Opening

L40/370

2150

L40/370

1225

L40/370

WCH-GDA-Z1-ZZ-DR-A-30-3138

L40/370

Date

Sim

1150

Level 3 0.000

L40/370

Description

Sim 6377 Structural Opening

Level 3 0.000

Riser steel roof level 9375

L40/370

1050

X45

Level 6 10.050

Rev L40/370C

L40/370C

L40/370

X31

L40/370

1150

L40/370

Level 4 3.350

X32 2125

9825 Structural Opening

1225

Level 4 3.350

13430 Structural Opening

L40/370

2125

L40/370

D8 WCH-GDA-Z1-ZZ-DR-A-30-3138 Level 6 10.050

1150

L40/370

975

L40/370

Sim L40/370

L40/370

1150

920

L40/370C

1050

920

L40/370C

Sim

2810 Structural Opening 503

1055

L40/370C

1150

D2 WCH-GDA-Z1-ZZ-DR-A-30-3138

Curtain Wall Sections & Elevations

WCH-GDA-Z1-ZZ-DR-A-30-3138

Project Status

Project Number

For Tender

6995B

Project Issue Date CW.08 Section 25/02/14 S8 1 : 50 Scale

1 : 50

Drawn By

Checked By

Checker

Sheet Size

Rev.

Drawing Number

WCH-GDA-Z1-01-DR-A-30-3137

6-23 6-E

+10.050

11 N

INTERMEDIATE WALL

PROFILE OF TERRACE DIVIDING WALL WHICH ABUTS GRP BALUSTRADE REFER TO SEPARATE DETAIL ON DRAWING CTM-AR-BKN-C6-L99-47-006

1250

TERRACE BALCONY BUILDUP: (WPS-10) LIQUID APPLIED WATERPROOF FINISH (WITH INTEGRAL FINISH), ON SCREED LAID TO FALL, ON SEPARATION LAYER OVER RIGID INSULATION.

175MM WIDE GAP IN RC KERB UPSTAND TO ACCOMMODATE PREFORMED GUTTER OUTLET (PROFILE BEYOND) SHOWN DOTTED

PRE-FORMED GALVANISED STEEL OUTLET, WITH PCC COATING TO MATCH ADJACENT RAINWATER GOODS. OUTLET SECURELY FIXED TO KERBS AND CANTILEVERED OVER HOPPER AND GRC MOULDING BELOW

LOCALISED ALTERATION TO BALUSTRADE TO ACCOMMODATE OUTLET - REFER TO ELEVATION

+8.800 GRC MOULDING PROFILE. REFER TO SEPARATE DETAIL FOR DETAILED PROFILE AND METHOD OF FIXING

200

205

LINE OF SLAB BEYOND SHOWN DOTTED

OUTLET TO BE SECURELY FIXED TO RESPECTIVE BLOCK ONLY. NO FIXING TO BRIDGE SEISMIC JOINT IN BUILDING FACE / FACADE

180

200

LOCALISED ALTERATION TO BALUSTRADE TO ACCOMMODATE OUTLET - MIN 10MM CLEARANCE TO FULL PERIMETER, VOID MASTIC FILLED TO PREVENT MOMENT OF OUTLET THROUGH WIND UPLIFT & TO PREVENT WATER INGRESS

200

150

Level 05 350

Level 05

205

DRAINAGE CHANNEL (LAID FLAT) FORMED WITHIN SCREED. MIN 150 X 50MM DEEP. TO BE CONNECTED TO THE FACADE HOPPERS VIA A SPIT DETAIL. REFER TO SEPARATE DETAIL

150

DOWN PIPE

+8.825

MESH REINFORCEMENT

GRC MOULDING PROFILE - REFER TO SEPARATE DETAIL FOR DETAILED PROFILE AND METHOD OF FIXING - ALTERED LOCALLY TO SUIT OUTLET PENETRATION

401 *

100

+8.895

175

PROFILE OF TERRACE AND GUTTER BEYOND SHOWN DOTTED

250

1:60 FALL TO TERRACE

PRE-FORMED GALVANISED STEEL OUTLET, WITH PCC COATING TO MATCH ADJACENT RAINWATER GOODS. OUTLET SECURELY FIXED TO KERBS AND CANTILEVERED OVER HOPPER AND GRC MOULDING BELOW MIN 2.5MM THK STEEL SHEET WITH WELDED JOINTS, REINFORCED AT EXTERNAL CORNERS.

TILT FILLET & REINFORCED COVERING AT CORNERS OF GUTTER

150 OPENING

250MM HIGH RC KERB, TO S.E. DETAIL

Level 05

+8.800

OUTLET TO BE SECURELY FIXED TO RESPECTIVE BLOCK ONLY. NO FIXING TO BRIDGE SEISMIC JOINT IN BUILDING / FACADE

180

SURFACE WATER HOPPER REFER TO SPECIFICATION FOR FULL DETAILS OF RAINWATER GOODS, INCLUDING DOWNPIPES

PROFILE OF HOPPER IN FOREGROUND SHOWN DOTTED SURFACE WATER HOPPER REFER TO SPECIFICATION FOR FULL DETAILS OF RAINWATER GOODS, INCLUDING DOWNPIPES

GRC MOULDING PROFILE. REFER TO SEPARATE DETAIL FOR DETAILED PROFILE AND METHOD OF FIXING

Hopper Single Spout-Section A

Hopper Single Spout-Section B

1 : 10

6-A 6-E

Typical Roof Hopper Elevation 1 : 10

345 2 x 15mm MARINE PLY BOARD

COPING: PPC ALUMINIUM COPING PANEL, MECHANICALLY FIXED.

FFL +12.422 50

PPC FLASHING PIECE FIXED TO UPPER PROFILE EDGE, WP FINISH LAPPED OVER.

GALVANISED STEEL SUPPORT ANGLE TO SUPPORT UPSTAND BUILDUP. FIXED TO TOP SIDE OF ROOF JOISTS. TIMBER BUILDUP FOR STIFFENING AND FIXING. STRUCTURAL ENGINEER TO CONFIRM SUPPORT DETAIL.

DECORATIVE PROFILE TO DORMER. MECHANICALLY FIXED.

395

2 x 15mm MARINE PLY BOARD. FRL +10.050

367

150MM INSULATION WITHIN THE 150MM CAVITY

100

85MM INSULATION

2 x 15mm PLASTERBOARD. + 2 OWNER FIT OUT

MASTIC SEAL AT ABUTMENTOF DOOR FRAME AND FASCIA. DOOR MANUFACTURER TO PROVIDE EPDM TO FULL EXTEND OF DOOR FRAME, FIXED BACK TO DORMER STRUCTURE

DPM FITTED OVER TREATED SW PACKER AND UP FORMED UPSTAND. EPDM

M20/220A RENDERED FINISH ON EXPANDED GLASS GRANULATE CARRIER BOARD

VAPOUR BARRIER (BLUE) 2 X 15MM PLASTERBOARD

SCREED LAID TO 1:60 FALLS TO PERIMETER BALCONY GUTTER

50 X 85MM TIMBER NOGGINS FITTED TO UNDERSIDE OF PLASTERBOARD THROUGH TO JOISTS ABOVE.

2 x 15MM PLASTERBOARD = BY OWNER.

250mm HIGH IN-SITU CONCRETE KERB UPSTAND

SEPARATION LAYER

SSL +8.950

250

Level 05 +8.800

372

WHERE POSSIBLE UPSTAND BOARD TO BE TAKEN 600mm FROM ROOF SLAB TO MINIMISE CUTS AND UTILISE STANDARD BOARD DEPTH. MIN. UPSTAND OF 150mm ABOVE FRL TO BE ACHIEVED

LINE OF MANSARD ROOF BEYOND/ BETWEEN WINDOW PROJECTION

3407

150 POST

Intermediate Wall Section C 1 : 10

OPENING WITHIN INTERMEDIATE WALL TO ALLOW FLOW OF WATER TO HOPPER

+8.917

400

SURFACE WATER HOPPER CENTERED ON INTERMEDIATE WALL. REFER TO SPECIFICATION FOR FULL DETAILS OF RAINWATER GOODS, INCLUDING DOWNPIPES.

100

MESH REINFORCEMENT

300 200

1595

200

1 1:10 Scale Bar

0.1

0.2

04 0.5

1 : 10

XX.07.2016

Drn.

Ckd. Appd. Date

Port Baku Towers 153, Neftchilyar Avenue AZ1010 Baku, Azerbaijan T: 00 994 12 404 48 00 F: 00 994 12 498 58 01

Construction Manager:

PASHA INSAAT MMC. Port Baku Towers 153, Neftchilyar Avenue AZ1010 Baku, Azerbaijan

PASHA Insaat

T: 00 994 12 404 48 00 F: 00 994 12 498 58 01

Chapman Taylor Bass Warehouse 4 Castle Street Castlefield Manchester, MLZ T: +44 (0)161 828 6500 F: +44 (0)161 828 6505

URAL Engineering Co. Inc

Structural Engineer:

Akpınar Mahallesi Dikmen Caddesi No:538/14 Çankaya, 06460 Ankara, Turkey T: +90 (312) 475 2848 F: +90 (312) 475 2844 e-mail:info@ural.comtr

Black & White Engineering Limited

Services Engineer:

Unit 2.8 First Floor Generator Studios Trafalgar Street Newcastle upon Tyne NE1 2LA T: +44 (0)191 230 0206 e-mail:enquiries@bw-engineering.com

WSP Group (London)

Traffic Consultant:

WSP House 70 Chancery Lane London WC2A 1AF T: +44 (0)207 314 5000 F: +44 (0)207 314 5111

FALLS

H+H Fire

Fire Engineer:

41-42 London Wall London EC2M 5TB T: +44 (0)207 193 2990 e-mail:glennhorton@hhfire.com

Project Description:

BAKU KNIGHTSBRIDGE Drawing Title:

Typical Roof Hopper Details

Status: CONSTRUCTION

A II

Client Project Code:

Flat Roof Section Detail- Waterproofing

PASHA INSAAT MMC.

Drawn by:

DRAINAGE CHANNEL (LAID FLAT) FORMED WITHIN SCREED. MIN 150 X 50MM DEEP. TO BE CONNECTED TO THE FACADE HOPPERS VIA A SPIT DETAIL. REFER TO SEPARATE DETAIL

PASHA Insaat

375

GUTTER

1500 155

1:60 FALL TO TERRACE

WALL PLATE TO ACT AS (PART) BACKING FOR INSULATED KERB AND FIXING POINT FOR INTERNAL FINISHES, SILL BOARD AND DOOR FRAME. ALL TO S.E. DETAIL & SPEC. 300

125

+8.800

50 75 70

Level 05

+8.825

OPENING

+8.895

FALL

150

175

6-E

200 x 75mm SW WALLPLATE AT DOOR OPENING ONLY (FIXED BETWEEN 150 X 150mm TIMBER POSTS), STRAPPED TO RC KERB AT SLAB LEVEL AT MAX 1800CTS, USING 30 x 5mm GALV MS STRAPS.

TILT FILLET & REINFORCED COVERING AT CORNERS OF GUTTER

FALLS

FALL

1250

1152 (MIN 1100MM)

LINE OF SPOUT INTO ADJACENT HOPPER & DOWNPIPE BEYOND BALUSTRADE

FFL +8.800

FALLS

TERRACE BALCONY BUILDUP: (WPS-10) LIQUID APPLIED WATERPROOF FINISH (WITH INTEGRAL FINISH), ON SCREED LAID TO FALL, ON SEPARATION LAYER OVER RIGID INSULATION.

251

g de 70

25MM RIGID INSULATION SLAB TO UPSTAND, REQUIRED TO REDUCE COLD BRIDGE THROUGH DETAIL

RC KERB

PRE-FORMED GALVANISED STEEL OUTLET, WITH PCC COATING TO MATCH ADJACENT RAINWATER GOODS. OUTLET SECURELY FIXED TO KERBS AND CANTILEVERED OVER HOPPER AND GRC MOULDING BELOW

THRESHOLD FLASHING BY DOOR MANUFACTURER. 60MM THICK SIKA CEM TOP BOARD INSULATION TO UPSTAND. WP LAPPED UP ON TO THRESHOLD

Architect:

3 OPENING WITHIN INTERMEDIATE WALL TO ALLOW FLOW OF WATER TO HOPPER

Description

M20/220A RENDERED FINISH ON EXPANDED GLASS GRANULATE CARRIER BOARD

GRC MOULDING

+10.050

DRIP CILL: PPC ALUMINIUM CILL AT BASE OF INTERMEDIATE WALLS, MECHANICALLY FIXED.

RENDER

Construction Issue

Owner:

175

Rev.

SIKA CEMTOPPED COMPOSITE CEMENT / INSULATION BOARD, 60mm THICK. MECHANICALLY FIXED TO UPSTAND OVER WATERPROOF LAYER

3010

445

GRC CAST BALUSTRADE. GALVANISED AND PAINTED STEEL SUPPORT STRUCTURE WITHIN. ANCHOR-B FIXED TO CONCRETE UPSTAND

2635 S/0

MANSARD 'EAVES' HEIGHT THROUGHOUT TO BE EQUAL AND SET CONSTANTLY ABOVE STRUCTURAL SLAB LEVEL REFER TO CTM-AR-BKN-CY-L06-27-011 FOR RAFTER SET OUT INFORMATION

SSL +8.700

200

THERMALLY BROKEN ALUMINIUM FRENCH DOOR.

345

180

DEPTH OF ROOF BUILD-UP SHOWN BEYOND

WPS-10 WARM DECK ROOF SYSTEM COMPRISING SCREED FINISH LAID TO FALLS ON SIKA MinFX SEAPARATION LAYER INVERTED ROOF INSULATION BOARD TERRAM 1B1 DECO DRAINAGE COMPOSITE MAT DECOTHANE ROOT RESISTANT WATERPROOFING SYSTEM, REINFORCED WITH SIKA REEMAT PREMIUM GLASS FIBRE MATTING SIKA LIQUID PLASTICS PREPARATORY LAYER BONDED / MECHANICALLY FIXED TO STRUCTURE CONSTRUCTED IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS & SPECIFICATION.

180

1:60 FALL ACROSS TERRACE

WATERPROOF LAYER 192

150MM SQ TIMBER POST BEYOND SHOWN DOTTED

1:60 FALL ACROSS TERRACE

600

150MM TIMBER RAFTER BEYOND SHOWN DOTTED

Roof Hopper Plan View

Checked by:

Original Sheet Size:

1330

1 : 10

Approved by: Scale: 1 : 10

Drawing Number:

TP Sheet: of: Rev:

CTM - AR - BKN - C6 - L99 - 47 - 009

THIS DRAWING MUST NOT BE SCALED.

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

ONCE PRINTED AND DISRIBUTED THIS DOCUMENT IS ASSUMED UNCONTROLLED © All rights reserved. No part of this drawing may be reproduced or transmitted in any forms and by any means without written permission of the copyright holder.

CONTINUOUS CAST-IN CHANNEL HILTI HAC-70F

ANCON FHR HEAD RESTRAINT FIXED AT APPROX. 1500 CENTRES STAGGERED EACH SIDE OF WALL HEAD. FINISH HOT DIPPED GALVANISED

250

ROCKWOOL INTUMESCENT SEALANT FLUSH WITH WALL LINEAR FIRESTOP 2 BY ROCKWOOL OR SIMILAR APPROVED TO ALLOW MIN. 50MM DEFLECTION HEAD

TO MITIGATE THIS, UNDERTAKE A "FERRO SCAN" TO ESTABLISH THE LOCATION AND AVOID THE REBAR OR POST DRILL AND STOP WHEN REBAR IS HIT, THEN RE-DRILL AND POSTFIX ANCHOR IN LOCATION WITHOUT CLASH.

CUT BLOCK ON ONE-BUTLAST COURSE

CUT BLOCK ON ONE-BUT-LAST COURSE SLIDING HEAD RESTRAINT ANCON IHR-V OR EQUAL FIXED TO SOFFIT OF SLAB WIDTH M10 SINGLE EXPANSION BOLTS, PLACED AT EVERY SECOND PERPEND.

200MM THICK GOBUSTONE BLOCKWORK WALL

THIS WILL HOWEVER NECESSITATE LOTS OF DRILLING AND THE INCLUSION OF DETAILING (EG. SLOTTED HOLES IN STEEL PLATES AND ANGLES) TO ACCOMODATE SUCH HILTI HBC-C 8.8F M12 SHIFTS. BOLTS @250MM CENTRES

LINE OF WALL FINISHES INDICATIVE ONLY

120x120x10MM CONTINUOUS STEEL ANGLE. MATERIAL: S275 HOT-DIP GALVANISED

PFC COROFIL C500 FILLER & PFC COROFIL ACOUSTIC INTUMESCENT SEALANT OR SIMILAR APPROVED

200MM THICK GOBUSTONE AERATED BLOCKWORK WALL LINE OF WALL FINISHES INDICATIVE ONLY

150

160

200

WINDPOST IS ALLOWED TO SLIDE BETWEEN STEEL ANGLE AND POST

200

30 100

JOINING DETAILS TO WALL

120

ALTERNATIVE TO CAST-IN CHANNELS IS TO POSTDRILL AND ANCHOR THE STEEL PLATES/ANGLESBUT WILL LIKELY CLASH WITH REBAR.

250

IN-SITU CONCRETE SLAB TO STRUCTURAL ENGINEER'S DESIGN DETAILS & SPEC.

200

DETAIL B: Typical Section thru 200mm Single Leaf Aerated Blockwork Wall showing Ancon IHR-V Internal Head Restraint

200 PRIMARY STRUCTURE

Alternative head restraint detail (to Detail B) applicable to all masonry walls higher than 3.5 meters and wider than 4.0 meters for both exterior & Interior walls

Column 600mm Width varies

Vertical section through windpost/beam interface

SECONDARY STRUCTURE

200

REINFORCED CONCRETE VERTICAL TIE/COLUMN

250

REINFORCED CONCRETE VERTICAL TIE/COLUMN

WALL SHOULD BE CUT. SURFACE SHOULD BE WASHED & CLEANED

CHEMICAL ANCHORING

CONCRETE SLAB

MID TIE-BEAM TO STR. ENG'S DESIGN & SPECIFICATION. UNDERSIDE OF BEAM TO BE SET AT DOOR OPENING LEVEL IN LIEU OF CONCRETE LINTOL WHEREVER POSSIBLE

4Ø 16

250

IN-SITU GROUND CONCRETE SLAB TO STR. ENG'S DESIGN DETAILS & SPECIFICATION

250

IN-SITU GROUND CONCRETE SLAB TO STR. ENG'S DESIGN DETAILS & SPECIFICATION

200MM THICK GOBUSTONE BLOCKWORK WALL

CONCRETE SLAB

A DETAIL C: Typical Concrete Column elevation above showing steel reinforcement

Cross-section A-A thru typical Concrete Column above showing steel reinforcement

Cross-section above thru typical horizontal tie beam showing steel reinforcement

Rev.

Construction Issue

Description

Drn.

Ckd. Appd. Date

Owner:

Port Baku Towers 153, Neftchilyar Avenue AZ1010 Baku, Azerbaijan T: 00 994 12 404 48 00 F: 00 994 12 498 58 01

Construction Manager:

PASHA INSAAT MMC. Port Baku Towers 153, Neftchilyar Avenue AZ1010 Baku, Azerbaijan

PASHA Insaat Cross-section thru typical Concrete Column showing steel reinforcement to horizontal tie beam

Cross-section B-B thru typical Concrete Column below showing plan view of steel reinforcement

Column Width varies

T: 00 994 12 404 48 00 F: 00 994 12 498 58 01

Chapman Taylor

Architect:

Bass Warehouse 4 Castle Street Castlefield Manchester, MLZ T: +44 (0)161 828 6500 F: +44 (0)161 828 6505

URAL Engineering Co. Inc

Structural Engineer:

REINFORCED CONCRETE VERTICAL TIE/COLUMN 3

REINFORCED CONCRETE HORIZONTAL TIE BEAM

Akpınar Mahallesi Dikmen Caddesi No:538/14 Çankaya, 06460 Ankara, Turkey T: +90 (312) 475 2848 F: +90 (312) 475 2844 e-mail:info@ural.comtr

CHEMICAL ANCHORING CHEMICAL ANCHORING

Black & White Engineering Limited

Services Engineer:

Column 600mm Width varies

Unit 2.8 First Floor Generator Studios Trafalgar Street Newcastle upon Tyne NE1 2LA T: +44 (0)191 230 0206 e-mail:enquiries@bw-engineering.com

WSP Group (London)

200

Traffic Consultant:

250

01.07.16

PASHA INSAAT MMC.

PASHA Insaat

WSP House 70 Chancery Lane London WC2A 1AF T: +44 (0)207 314 5000 F: +44 (0)207 314 5111

6Ø 16

H+H Fire

Fire Engineer:

41-42 London Wall London EC2M 5TB T: +44 (0)207 193 2990 e-mail:glennhorton@hhfire.com

2 Project Description:

BAKU KNIGHTSBRIDGE

WALL SHOULD BE CUT. SURFACE SHOULD BE WASHED & CLEANED

CONCRETE COLUMN WIDTH VARIES IN ALL CASES

Drawing Title:

CHEMICAL ANCHORING

Typical Blockwork Junction Details Sheet 4 of 4 Courtyard 6. Block BL01 Status: CONSTRUCTION Drawn by:

• •

1 1:100 Scale Bar

10M

• •

GENERAL NOTES: Vertical beams to be anchored to the slab with 12mm steel bar. Exact position of masonry walls are subject to design development and final on-site coordination. All walls to maintain min. 2 hour Fire Resistance, unless stated. Full-fill cavity insulation to all cavity walls within habitable areas, including apartments, bin stores, plant rooms, store rooms.

• •

The level of the horizontal tie beam is tentative and should be arranged on site according to door gross reservation so that the tie beam also works as lintel over the doors. Individual concrete lintels over openings to have a minimum bearing of 250mm either side of the lintel (refer to Gobustone).

Client Project Code:

Checked by:

Original Sheet Size:

1330

Approved by: Scale: 1:5

Drawing Number:

TP Sheet: of: Rev:

CTM - AR - BKN - C6 - L99 - 22 - 203 THIS DRAWING MUST NOT BE SCALED.

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

NBS Ref: F10/370A - Category G2 200/100mm Blockwork to Inner Courtyard Elevations & Internal Non Load bearing Walls.

ROCKWOOL INTUMESCENT SEALANT. COLOUR TO MATCH WALL FINISH

TYPICAL SEISMIC WALL WITH 150MM CAVITY 500

ANGLE FHR HEAD RESTRAINT S APPLICABLE ONLY TO WALLS HIGHER THAN 3.5M AND WIDER THAN 4.0M FOR BOTH EXTERIOR & INTERIOR WALLS.

100MM THICK GOBUSTONE BLOCKWORK WALL

ROCKWOOL INTUMESCENT SEALANT

SEE WALL FINISHES PLANS & SCHEDULES FOR RENDER/PLASTER AND PAINT FINISH DETAILS

ANCON WALL TIES (REF: CCB-SMJ-200) AT 500MM VERTICAL

200 375

25 FIRE RATED SEALANT TO 20MM JOINT BY ROCKWOOL

ANCON WALL TIES (REF: CCB-JJ) AT MAX 500MM VERTICAL CENTRES FIRE RATED SEALANT TO 20MM JOINT BY ROCKWOOL

150

400

FIRE RATED SEALANT TO 20MM FLEXIBLE JOINT BY ROCKWOOL ROCKWOOL INTUMESCENT SEALANT. COLOUR TO MATCH WALL FINISH

200MM THICK GOBUSTONE CAVITY BLOCK WALL WITH VERTICAL MOVEMENT JOINTS.

ROCKWOOL INTUMESCENT SEALANT COLOUR O MATCH WALL FINISH

DETAIL O Typical plan view of movement joint within Blockwork Wall sections longer than 6m between RC Structural Elements.

DETAIL L TYPICAL SECTIONS BELOW SHOWING ALTERNATIVE HEAD RESTRAINT DETAIL APPLICABLE TO ALL MASONRY WALLS HIGHER THAN 3.5 METERS AND WIDER THAN 4.0 METERS FOR BOTH EXTERIOR & INTERIOR WALLS.

FAIR-FACED BLOCKWORK WALL. NO APPLIED WALL FINISHES

9 FASTLIGHT AIRSEAL COATING APPLIED ABOVE DEFLECTION HEAD

FIRE RATED SEALANT TO 25MM FLEXIBLE JOINT BY ROCKWOOL

200MM THICK GOBUSTONE CAVITY BLOCK WALL WITH VERTICAL MOVEMENT JOINTS.

1050

200MM IN-SITU CONCRETE SLAB TO STR. ENG'S DESIGN DETAILS & SPEC.

ANCON WALL TIES (REF: CCB-SMJ-200) AT 500MM VERTICAL CENTRES FIXED TO CONCRETE COLUMN

CUT BLOCK IF REQUIRED ON ONE BUT LAST COURSE

CUT BLOCK ON ONE-BUTLAST COURSE

WALL TIES AT 2 COURSE CENTRES TO BE STAGGERED VERTICALLY IN ACCORDANCE WITH BS:5268-1:2005

100MM THICK GOBUSTONE BLOCKWORK WALL

200MM THICK GOBUSTONE BLOCKWORK WALL

IN-SITU CONCRETE WALL TO STR. ENG'S DESIGN DETAILS & SPECIFICATION. NOTE: WALL SIZE INDICATIVE ONLY.

FAIR-FACED BLOCKWORK WALL. NO APPLIED WALL FINISHES

400

ANCON WALL TIES (REF: CCB-L200) 500MM VERTICAL CENTRES FIXED TO IN-SITU CONCRETE COLUMN & WALLS

200MM THICK GOBUSTONE BLOCKWORK WALL

FAIR-FACED BLOCKWORK WALL. NO APPLIED WALL FINISHES

200

FAIR-FACED BLOCKWORK WALL. NO APPLIED WALL FINISHES

7 200MM THICK GOBUSTONE BLOCKWORK WALL

400

CUT BLOCK IF REQUIRED ON ONE BUT LAST COURSE

SEE WALL FINISHES PLANS & SCHEDULES FOR RENDER/PLASTER AND PAINT FINISH DETAILS

150

ANCON FHR HEAD RESTRAINT FIXED AT APPROX. 1500 CENTRES STAGGERED EACH SIDE OF WALL HEAD. FINISH HOT DIPPED GALVANISED

200

PFC COROFIL C500 FILLER & PFC COROFIL ACOUSTIC INTUMESCENT SEALANT OR SIMILAR APPROVED

150

WALL FINNISHES INDICATIVE ONLY. INTERNAL FINISHES BY TENANT/ OWNER.

150

PFC COROFIL C500 FILLER & PFC COROFIL ACOUSTIC INTUMESCENT SEALANT OR SIMILAR APPROVED

400

20 ANGLE FHR HEAD RESTRAINT FIXED AT APPROX. 1500 CENTRES STAGGERED EACH SIDE OF WALL HEAD. FINISH HOT DIPPED GALVANISED

FIRE RATED FILLER/SEALANT TO 20MM FLEXIBLE JOINT BY ROCKWOOL

WALL FINNISHES INDICATIVE ONLY. INTERNAL FINISHES BY TENANT/ OWNER.

FAIR-FACED BLOCKWORK WALL. NO APPLIED WALL FINISHES

ROCKWOOL INTUMESCENT SEALANT. COLOUR TO MATCH WALL FINISH

100MM THICK GOBUSTONE BLOCKWORK WALL FULL-FILL CAVITY INSULATION TO ALL CAVITY WALLS WITHIN HABITABLE AREAS, INCLUDING BIN STORES, PLANT ROOMS, STORE ROOMS.

200

150

200

550

100

300

375

DETAIL M Typical elevation view of in-situ column within Single Leaf Blockwork wall. Mid concrete tie-bean only applicable to Level B1 (or wall heights of more than 4.0 meters)

100

200

475

In-situ Concrete Column

IN-SITU CONCRETE COLUMN TO STR. ENG'S DESIGN DETAILS & SPEC. NOTE: COLUMN SIZE INDICATIVE ONLY.

20 ANCON WALL TIES AT EVERY OTHER BLOCK ROW REF: CCB-SMJ-200 & CCB-L200

600

ROCKWOOL INTUMESCENT SEALANT. SEALANT COLOUR TO MATCH WALL FINISH

FIRE RATED SEALANT TO 20MM FLEXIBLE JOINT BY ROCKWOOL

200

Width varies

FIRE RATED SEALANT TO 20MM FLEXIBLE JOINT BY ROCKWOOL

375

CCB-SMJ-200 75

CCB-SMJ-200

600

IN-SITU CONCRETE COLUMN TO STR. ENG'S DESIGN DETAILS & SPEC. NOTE: COLUMN SIZE INDICATIVE ONLY.

DETAIL P Typical plan view of Blockwork wall joints within Seismic walls

FULL-FILL CAVITY INSULATION TO ALL CAVITY WALLS WITHIN HABITABLE AREAS, INCLUDING BIN STORES, PLANT ROOMS, STORE ROOMS.

200

800

Rev.

Construction Issue

Description

Drn.

Ckd. Appd. Date

Owner:

T: 00 994 12 404 48 00 F: 00 994 12 498 58 01

Construction Manager: CCB-L200

CCB-L200

NOTE: LOCATION OF CONCRETE TIE-BEAM IS TENTATIVE AND SHOULD BE ARRANGED ON SITE ACCORDING TO DOOR GROSS RESERVATION SO THAT THE TIE BEAM ALSO WORKS AS LINTEL SUPPORT OF THE DOOR

MIDDLE TIE-BEAM TO STR. ENG'S DESIGN & SPECIFICATION. UNDERSIDE OF BEAM TO BE SET AT DOOR OPENING LEVEL IN LIEU OF LINTOL WHERE POSSIBLE

ANCON WALL TIES (REF: CCB-JJ) AT MAX 500MM VERTICAL CENTRES

MIDDLE TIE-BEAM TO STR. ENG'S DESIGN & SPECIFICATION. UNDERSIDE OF BEAM TO BE SET AT DOOR OPENING LEVEL IN LIEU OF LINTOL WHERE POSSIBLE

CCB-L200

ANCON WALL TIES (REF: CCB-SMJ-200) 500MM VERTICAL CENTRES FIXED TO CONCRETE COLUMN

ANCON STAIFIX RT2 WALL TIES AT 500MM VERTICAL CENTRES IN ALTERNATIVE COURSES TO ANCON PPS WALL TIES

ANCON WALL TIES (REF: CCB-SMJ-200) 500MM VERTICAL CENTRES

PASHA INSAAT MMC. Port Baku Towers 153, Neftchilyar Avenue AZ1010 Baku, Azerbaijan

PASHA Insaat

FAIR-FACED BLOCKWORK WALL. NO APPLIED WALL FINISHES

T: 00 994 12 404 48 00 F: 00 994 12 498 58 01

Chapman Taylor

Architect:

Bass Warehouse 4 Castle Street Castlefield Manchester, MLZ T: +44 (0)161 828 6500 F: +44 (0)161 828 6505

CCB-L200 FULL-FILL CAVITY INSULATION TO ALL CAVITY WALLS WITHIN HABITABLE AREAS, INCLUDING BIN STORES, PLANT ROOMS, STORE ROOMS. 200MM AERATED GOBUSTONE BLOCKWORK WALL

600

3 CCB-SMJ-200

CCB-SMJ-200

URAL Engineering Co. Inc

Structural Engineer:

DETAIL Q Typical plan view of Internal Corner of Double Leaf Blockwork Wall/Column Junction

Akpınar Mahallesi Dikmen Caddesi No:538/14 Çankaya, 06460 Ankara, Turkey T: +90 (312) 475 2848 F: +90 (312) 475 2844 e-mail:info@ural.comtr

Black & White Engineering Limited

Services Engineer:

Unit 2.8 First Floor Generator Studios Trafalgar Street Newcastle upon Tyne NE1 2LA T: +44 (0)191 230 0206 e-mail:enquiries@bw-engineering.com

100MM AERATED GOBUSTONE BLOCKWORK WALL

ANCON WALL TIES (REF: CCB-JJ) AT MAX 500MM VERTICAL CENTRES IN-SITU CONCRETE COLUMN TO STR. ENG'S DESIGN DETAILS & SPEC. NOTE: COLUMN WIDTH INDICATIVE IN ALL CASES

WSP Group (London)

Traffic Consultant:

FIRE RATED SEALANT TO FLEXIBLE JOINT BY ROCKWOOL

WSP House 70 Chancery Lane London WC2A 1AF T: +44 (0)207 314 5000 F: +44 (0)207 314 5111

WALL FINNISHES INDICATIVE ONLY. INTERNAL FINISHES BY TENANT/ OWNER. SEE WALL FINISHES PLANS & SCHEDULES FOR RENDER/PLASTER AND PAINT FINISH DETAILS

ANCON WALL TIES AT EVERY OTHER BLOCK ROW REF: CCB-SMJ-200 & CCB-L200

H+H Fire

Fire Engineer:

41-42 London Wall London EC2M 5TB T: +44 (0)207 193 2990 e-mail:glennhorton@hhfire.com

200

2 ANCON WALL TIES (REF: CCB-SMJ-200) AT EVERY OTHER BLOCK ROW

IN-SITU CONCRETE COLUMN TO STR. ENG'S DESIGN DETAILS & SPEC. NOTE: COLUMN WIDTH INDICATIVE ONLY 20

In-situ Concrete Column

FAIR-FACED BLOCKWORK WALL. NO APPLIED WALL FINISHES

FIRE RATED SEALANT TO 20MM JOINT BY ROCKWOOL

Project Description:

INSULATED CAVITY CLOSER

Drawing Title:

IN-SITU CONCRETE CORNER POST TO ALL OPENINGS

Internal Blockwork Head Restraint Details Sheet 2 of 4 Courtyard 6. Block BL01

BAKU KNIGHTSBRIDGE

Width varies

Status:

200

DETAIL N Typical plan view of in-situ column within Single Leaf Blockwork wall. Note: See GA Plans (series 03) for wall setting-out.

ROCKWOOL INTUMESCENT SEALANT TO EITHER SIDE

CONSTRUCTION INDICATIVE DOOR & JAMB Drawn by:

1:100 Scale Bar

Client Project Code:

FIRE RATED FILLER/SEALANT TO 20MM FLEXIBLE JOINT BY ROCKWOOL

01.07.16

Port Baku Towers 153, Neftchilyar Avenue AZ1010 Baku, Azerbaijan

PASHA Insaat

PASHA INSAAT MMC.

100

FULL-FILL CAVITY INSULATION TO ALL CAVITY WALLS WITHIN HABITABLE AREAS, INCLUDING BIN STORES, PLANT ROOMS, STORE ROOMS.

800

200MM THICK GOBUSTONE BLOCKWORK WALL WITH VERTICAL MOVEMENT JOINTS. 50

WALL FINNISHES INDICATIVE ONLY. INTERNAL FINISHES BY TENANT/ OWNER.

100

GENERAL NOTES: At vertical edges of an opening, unreturned or unbonded edges, additional wall ties should be used at a rate of one per 250mm height, located no more than 250mm from the edge.

ANCON WALL TIES (REF: CCB-SMJ-200) 500MM VERTICAL CENTRES

ANCON WALL TIES (REF: CCB-TMJ-200) AT 500MM VERTICAL CENTRES

SHEAR WALL

FULL-FILL CAVITY INSULATION TO ALL CAVITY WALLS WITHIN HABITABLE AREAS, INCLUDING BIN STORES, PLANT ROOMS, STORE ROOMS.

NBS Ref: F10/372A - Category G4 200/100mm Blockwork to All Exterior Elevations & Internal Walls between Seismic Blocks.

ANGLE FHR HEAD RESTRAINT FIXED AT APPROX. 1500 CENTRES STAGGERED EACH SIDE OF WALL HEAD. FINISH HOT DIPPED GALVANISED.

200

ANCON WALL TIES (REF: CCB-TMJ-200) AT 500MM VERTICAL CENTRES

SHEAR WALL

DETAIL K Typical plan view of flexible joints at Intersecting Double Leaf Blockwork Wall section.

ROCKWOOL INTUMESCENT SEALANT TO EITHER SIDE

IMAGE ABOVE OF ANCON WALL TIES FOR THIN-JOINTED BLOCKWORK WALLS

Checked by:

Original Sheet Size:

1330

Approved by: Scale: 1 : 10

Drawing Number:

TP Sheet: of: Rev:

CTM - AR - BKN - C6 - L99 - 22 - 201

10M

THIS DRAWING MUST NOT BE SCALED.

ALL DIMENSIONS ARE TO BE VERIFIED AND CHECKED ON SITE. ANY DISCREPANCIES THAT ARE, OR BECOME APPARENT SHOULD BE REPORTED TO CHAPMAN TAYLOR.

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