Steel Portal Frame Drawings 514m27

NB

Responsibility is not accepted for errors made by others scaling from this drawing. All construction information should be taken from figured dimensions only

A0

Parapet & drainage detail Parapet & drainage detail

Horizontal cladding , thickness TBC

Horizontal cladding , thickness TBC

Internal layout of ground floor and mezzanine level office core TBC

Pressed metal cornice feature Artstone capital with recessed feature motif SHS Curtain wall detail

Haunch steel to specialist contractors / structural engineers detail

External brick leaf, clad around steel frame

Pressed metal cornice feature

Pressed metal cornice feature

Horizontal cladding , thickness TBC Main portal steel frame leg

Artstone capital with recessed feature motif

Spandrel in curtain wall

Artstone capital with recessed feature motif

Steel hollow section or similar Curtain wall detail

Glazed curtain wall (Main entrance)

Internal FFL - TBC Ground level

2600

Section A-A

Cladding rails along flank

Indicative mezzanine level

775

Spandrel in curtain wall External brick leaf, clad around steel frame

Floor structure TBC

External brick leaf, clad around steel frame Horizontal cladding , thickness TBC Metal flashing closer over cavity wall and gap to rear of cladding

3375

Circa 200mm Rockwool insulation

Main portal steel frame leg (note, shown for clarity, not visible externally)

External brickwork leaf, tied to main steel columns to maintain lateral stability. Note, low level brickwork only, circa 2025mm above internal FFL, cladding to overlap externally to circa 970mm above external ground level

Glazed curtain wall (main entrance)

2025

Main portal steel frame leg (note, shown for clarity, not visible externally)

2600

Horizontal cladding rail fixed to main steel columns

150

968

See DETAIL A

Ground level

Internal FFL - TBC

Internal FFL - TBC

Ground level

Existing reinforced concrete slab, for indicative purposes only

Drip flashing detail to underside of bottom cladding Existing reinforced concrete slab, for indicative purposes only

Section B-B 1:12 DDA compliant slope up to internal floor level

External flashing detail with dpm lapped up behind to cavity tray

Internal FFL - TBC Ground level

Ground level

1200 gauge dpm lapped up slab and under threshold flashing

DETAIL A 6600

1:30 @ A0

DETAIL B

Concrete foundations and slab to structural engineers details, shown 1500 x 2800 x 600mm dp C25

6400

6400

6400

Concrete foundations and slab to structural engineers details, shown 1500 x 2800 x 600mm dp C25

1:30 @ A0

6400

6400

6400

6400

6600

C External brickwork corner detail 1500

A

Wind bracing between columns behind cladding

Wind bracing between columns behind cladding

2800

FIRE EXIT

Horizontal cladding rail fixed to main steel columns

Flank elevations, 1500 x 2800 x 600 dp C25 column foundation. 305 x 609 UB149 S275 Portal Frame Leg. Note, Steel portal frame design subject to confirmation by specialist contractor, foundation/slab layout to structural engineers details

Horizontal cladding fixed to cladding rail with tek fixing or similar approved

6116

External brickwork leaf, tied to main steel columns to maintain lateral stability. Note, low level brickwork only, circa 2025mm above internal FFL, cladding to overlap externally to circa 970mm above external ground level

B

B

Internal block leaf, low level, circa 2000mm above internal FFL

FIRE EXIT

1200

1200

Gable elevations, 1200 x 1200 x 600 dp C25 column foundation. Indicative 146 x 254 UB Portal Gable post. Note, Steel portal frame design subject to confirmation by specialist contractor, foundation/slab layout to structural engineers details

FIRE EXIT

Roller shutter

6117

300 x 300 mass concrete strip at u/s slab to entrance thresholds as structural engineers details

7

9

6

10

14

12

15

5

13

16

12

13

14

15

16

17

18

19

DN FIRE EXIT 11

4

3

2

1

11

9

10

7

6

5

6117

6117

UP

Existing in-situ concrete slab to be re-used. Slab dimensions shown ref Brandon Surveys topgraphical survey dwg MS-3746 dated October 2011 and Samuely portal layout plans ref 3772-02 dated October 2011

Wind bracing between columns behind cladding

B 6117

6117

D GROUND FLOOR

FIRST FLOOR

6117

6117

Male WC

Female WC

A EA 2010 Compliant WC

General amendments

Rev Description

11

ACD

22/12/11

By

Date

11 10

9

13

9

13

7

14

7

14

6

15

6

15

5

16

5

16

17

DN

18

6116

12

6116

10

12

4

Reception

3

19

2 1

UP

Project

UNIT 10, PEGASUS ROAD 300 x 300 mass concrete strip at u/s slab to entrance thresholds as structural engineers details

CROYDON Roller shutter

Roller shutter

FIRE EXIT

FIRE EXIT

Client

ASSOCIATED BRITISH FOODS

A

PENSION TRUSTEES LTD Title

GA & SECTIONS AS PROPOSED 0

1

2

3

4

5

10m

A

Drawn by

Surveyor

Date

ACD

JD

NOVEMBER 2011

Scale

Indicative line of adjacent building

SCALE 1:100

1:100 @ A0 Drawing Number

Revision

L110689-02

A