ARDING AND HOBBS - WEBINAR JULY 2020

 
ARDING AND HOBBS - WEBINAR JULY 2020
ARDING AND
                                HOBBS

                                WEBINAR

                                JULY 2020

Client         Project          Project Number   Revision   Date        1
W.RE Limited   ARDING & HOBBS   4459             00         July 2020
ARDING AND HOBBS - WEBINAR JULY 2020
1.0
                                EXISTING
                                BUILDING

Client         Project          Project Number   Revision   Date        2
W.RE Limited   ARDING & HOBBS   4459             00         July 2020
ARDING AND HOBBS - WEBINAR JULY 2020
1.0
EXISTING BUILDING
1.1   Henry Arding & James Hobb Henry

Henry Arding and James Hobbs were the founders of
Wandsworth textiles company, Arding & Hobbs, which
started as a drapery shop on Wandsworth High Street
in 1867.

In 1884, they expanded from other premises at the
corner of Falcon Road and Battersea Park Road,
opening a store closer to Clapham Junction Station
costing £8,000. This became Arding & Hobbs’ flagship
store.

The Grade II listed building sits alongside other notable
Battersea buildings from the same era including The
Falcon pub and The Grand Theatre.

                                                            3
ARDING AND HOBBS - WEBINAR JULY 2020
1.0
EXISTING BUILDING
1.2    Historic Photos

1908                     1909 Fire   1912   1922

                                                   4
ARDING AND HOBBS - WEBINAR JULY 2020
1.0
                     EXISTING BUILDING
                     1.3                                   Existing Photos                                                                                                                                                                                                                                                                                                                                                                                                      Key Plan

                                                                                                                                                                                                                                                                                                                                                                                                                                                  1                                                                                              3
                                                                  160

                                                                                                                                                                                                                                                                                                                                                                              42
                                                                                                                                                                                                                                                                                                                                                    36
                                                                                                           5.1m                                                                                                                                                                                                       30    32             34

                                                                                                                                                                                                                                                                                                                                                                                                                           65
                                                                                                                                                                                                                                                          20                                 22 to
                                                                                                                                                                                                6                                                                                       28

                                                         175500

                                                                                                                                                                                                                                                                                                                                                                                                                                Bank                                            Do not scale from this drawing.
                                                                                                           FA

                                                                                                                                                                                                                                                                                                                                            248                                                                                   240                                           Check drawing on receipt and immediately report any
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                discrepancies to the Architect.
                                                                                                                                                                                                                                                                                                                                                                                   242
                                                                                                               ON

                                                                                                 Shelter                                                                                                                                                                                                                                                       246                                                                                                              Verify all dimensions and levels on site prior to
                                                                                                                                                                                                                                                                                                                           252               250                                                                                                                                construction.
                                                                                                       TCBs                                                                                                                                                         258 to 260                     256
                                                                                                                  RO

                                                                                                                                                                                                           268                                         262                                                                                                                                                                                                                      The contents of this drawing are
                                                                                                                                                                        276                                               266
                                                                                                                                                                                                           270                                                                                                                                                                                                                                                                  Stiff + Trevillion Architects Ltd. Copyright and shall not
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                                                                                                                                                                                                    272
                                                                                        164

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                be re-used without their written permission.
                                                                                       162

                                                                                                                                                                                                                                                        TCBs
                                                         175475

                                                                                                                                                                                                                                                                                            HILL                                                             11.8m                                                                                                              Notes:
                                                                                                                                                                                                                                                                                   LAVENDER
                                                                                                                                                                                                                                  y
                                                                                                                                                                                                                           Ward Bd
                                                                                                                                                                                                                                CR                                                                                                                                                                                        295      293
                                                                                                                                                                                                                                                                                                                                                    299
                                                                                         Falcon
                                                                                                                                                                                                                                                                                                                                           301                                                     297
                                                                                                                                                                                                                                                                                                           303 to 30
                                                                                        (PH)
                                                                                                                                                                                                                                                                                                                     9
                                                                                                                                                                                                    7.9m                                                    313        311

                                                                                                                                                                                                                                                                                                                                                                                                                 1 to 6
                                                                  4
                                                         175450
                                                                                                            7.0m                                                                  315                                                                                                                                                                        299a
                                         6

                                                                                                                                                                                                                                                                                                                                                                              BEAUC
                             8

                                                                                                                                                                                                                                                                                                                            ESS

                                                                                                                                                                                                                                                                                                                                                                                   HAMP
                                         Shelter
                                                                                                                                                                                                                                                                         1

                                                                                                                                                                                                                                                                                                                                                                4 to 8

                                                                                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                                                                                                                   ROAD
                                                   6.3m
                                                          TCBs
                                                         175425

                                                                  1a

                                                                                                                                                                                                                                                                                                                                                                    10
                                                     1
                                                                                                           2 to 14

                                                                                                                                    TCBs

               Bank

                                                                                                                                                                                                                                                                                                                                                                                                                            17
                                                         175400
                                                                                                                                             Shelter
                                                                                                                                                                                                                                                              ILMINS

                                                                                                                                                                                                                                                                                             15
                                                                                                                        16

                                                                                                                                                                                                                                                                                                                                                                           20
                                                                                                                                                                                                                                                                    TER G

                                                                                                                                              6.8m
                                                                                                                                                                                                                                                                                                  17 to 21
                                                                                                                                                                                                                                                                         ARDE

                                                                                                                                             Shelter
                                                                                                                                                                                                                                                                             NS

                                                         175375
                                                                                                                                    26

                                                                                                                                                                                                                                                   22
                                                                                                                                                                    19

                                                                                                                                                                                                                                                                                                                                                                                       30
                                                                                                                                    28 to 32

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                                                                                                                                                                                                                                                                                                                29
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                                                                                                                                                                                                                                                                                                                                                                               Clapham
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Rev Date         Description
                                                                                                                                                                                                                                                                                                                                                                               Junction
                                                                                                                                                                             25
                                                                                                                                             34

                                                         175350
                                                                                                                                                                                                                                                                                                                                                                               Welsh Chapel
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Key Plan
                                                                                                                                                                                 27

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Stiff + Trevillion Architects Ltd
                                                                                                                                                                                                                                                                                                                                                                                                                                             Corner Elevation on St 16
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     John’s
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Woodfield Road Hill / St John’s Road                                  Elevation on St John’s Road
                                                                              527350

                                                                                                                                    527375

                                                                                                                                                                                       527400

                                                                                                                                                                                                                                     527425

                                                                                                                                                                                                                                                                                                  527450

                                                                                                                                                                                                                                                                                                                                                    527475

                                                                                                                                                                                                                                                                                                                                                                                                        527500
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                                                                                                                                                                                                                                                                                                                      37
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                                                                                                                                              36 to 44

                                                                                                                                                                                                                                                                                                                                                                                                                                                                    London W9 2BE
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                                                                                                                                                                                                                                                                                                                                                                                                                      33
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                mail@stiffandtrevillion.com
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                                                                                                                                                                                                                                                       60                       OA
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                                                                                           5.1m
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                                                                                                                                                                                                                                                                                                                           34
                                                                                                                                                                                                                                                                           HAM
                                                                                                                                                                                                                                                                                                           30    32
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Client
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CLIENT NAME
                                                                                                                                                                                                                                                                         22 to                                              49
                                                                                                                                                                                  37 39

                                                                                                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                             6                                                                                     28

                                      175500
                                                                                                                                                                                                                                                                     59
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Project                                                          4
                                                                                                                                                                                                                                                                                                                                                                                                                 Bank                                                           PROJECT ADDRESS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Do not scale from this drawing.
                                                                                           FA

                 Ordnance Survey, (c) Crown Copyright 2019. All rights reserved. Licence number 100022432                                                                                                                                                                                                                   248                                                                                       240                                            Check drawing on receipt and immediately report any
                                                                                             LC

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     discrepancies to the Architect.
                                                                                                                                                                                                                                                                                                                                                                    242
                                                                                               ON

                                                                                       Shelter                                                                                                                                                                                                                                                  246                                                                                                                  Verify all dimensions and levels on site prior to
                                                                                                                                                                                                                                                                                                                252         250                                                                                                                                      construction.
               Site                                                                       TCBs                                                                                                                                                      258 to 260                    256
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         1                                                                                                                                                                                          268                                                                                                                                                                                                                                                              The contents of this drawing are
                                                                                                                                                         276                                               266                  262                                                                                                                                                                                                                                              Drawing Title
        1234   1 : 500                                                                                                                                                                              270                                                                                                                                                                                                                                                              Stiff + Trevillion Architects Ltd. Copyright and shall not
                                                                                                    AD

                                                                                                                                                                                 272
                                                                            164

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Name
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     be re-used without their written permission.
                                                                           162

                                                                                                                                                                                                     5                      2
                                                                                                                                                                                                                                TCBs
                                      175475

                                                                                                                                                                                                                                                                           HILL                                                            11.8m                                                                                                                     Notes:
                                                                                                                                                                                                                                                                  LAVENDER
                                                                                                                                                                                                                   y
                                                                                                                                                                                                            Ward Bd
                                                                                                                                                                                                                 CR                                                                                                                                                                                    295             293                                                      Drawing Status      Drawing: Checked:       Revision
                                                                                                                                                                                                                                                                                                                                  299
                                                                           Falcon                                                                                                                                                                                                                                                                                                                                                                                                                   Checker C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Author
                                                                                                                                                                                                                                                                                                                         301                                                    297
                                                                                                                                                                                                                                                                                       303 to 30
                                                                           (PH)
                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                 7.9m                                                                  311
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Scale @ A1
                                                                                                                                                                                                                                     313
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Project Number: Date:

                                                                                          1                                                                                                                                                                                                                                                                                                                                                                                     XXXX                09/07/18                 1 : 500
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Code      Orig. Zone Level Type Role Pack Number
                                               4
                                      175450
                                                                                               7.0m                                                            315                                                                                                                                                                         299a                                                                                                                                 XXXX- ST - XX - XX - DR - A - 20 - 1234
                         6
                                                                                                                                                                                                                                                                                                                                                               BEAUC

                 8

                                                                                                                                                                                                                                                                                                                 ESS
                                                                                                                                                                                                                                                                                                                                                                    HAMP

                         Shelter
                                                                                                                                                                                                                                                         1

                                                                                                                                                                                                                                                                                                                                                 4 to 8

                                                                                                                                                                                                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                                                                                                    ROAD

                                 6.3m
                                       TCBs
                                      175425

                                               1a
                                                                                                                                                                                                                                                                                                                                                   10

                                  1
                                                                                            2 to 14

                                                                                                             TCBs

       Bank
                                                                                                      3
                                                                                                                                                                                                                                                                                                                                                                                                        17

                                      175400
                                                                                                                        Shelter
                                                                                                                                                                                                                                              ILMINS

                                                                                                                                                                                                                                                                        15
                                                                                                      16

                                                                                                                                                                                                                                                                                                                                                               20
                                                                                                                                                                                                                                                    TER G

                                                                                                                         6.8m
                                                                                                                                                                                                                                                                                  17 to 21
                                                                                                                                                                                                                                                         ARDE

                                                                                                                        Shelter

                                                                                                                                                                                                                                                                  4
                                                                                                                                                                                                                                                             NS

                                      175375
                                                                                                            26

                                                                                                                                                                                                                           22
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                                                                                                                                                                                                                                                                                                                                                                         30
                                                                                                              28 to 32

                                                                                                                                                         21

                                                                                                                                                                                                                                                                                             29
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                                                                                                                                                                                                                                                                                                                                                                Clapham
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Rev Date         Description
                                                                                                                                                                                                                                                                                                                                                                Junction
                                                                                                                                                          25
                                                                                                                        34

                                      175350
                                                                                                                                                                                                                                                                                                                                                                Welsh Chapel
                                                                                                                                                              27

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Stiff + Trevillion Architects Ltd
                                                                  527350

                                                                                                               527375

                                                                                                                                                                    527400

                                                                                                                                                                                                                 527425

                                                                                                                                                                                                                                                                              527450

                                                                                                                                                                                                                                                                                                                                  527475

                                                                                                                                                                                                                                                                                                                                                                                     527500
                                                                                                                                                               29

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     16 Woodfield Road
                                                                                                                                                                                                                                                                                                     37
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                     London W9 2BE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                     T +44(0)20 8960 5550
                     OS Location Map
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                                                                                                                                                                                                                                                                                                                                                                                                                                             Corner elevation on www.stiffandtrevillion.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Ilminster Gardens / St Johns Hill                                           Ilminster Gardens Elevation
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     mail@stiffandtrevillion.com
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                                                                                                                                                                                                                                60                              OA
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                                                                                                                                                                                                                                                           HAM                                                                                                                                                                                                       Client
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CLIENT NAME
                                                                                                                                                                                                                                                                                                                 49
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Project
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROJECT ADDRESS
        Ordnance Survey, (c) Crown Copyright 2019. All rights reserved. Licence number 100022432

 1     Site
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Drawing Title
1234   1 : 500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Name
ARDING AND HOBBS - WEBINAR JULY 2020
1.0
EXISTING BUILDING
1.4   Heritage Features

                          6
ARDING AND HOBBS - WEBINAR JULY 2020
1.0
EXISTING BUILDING
1.5   Existing Plans

                                             TK Maxx                                TK Maxx

          Existing Lower Ground Floor Plan
                                                       Existing First Floor Plan

                                                          CUSTOMER
                                                            LIFT

                                             TK Maxx

          Existing Ground Floor Plan                   Existing Second Floor Plan

                                                                                              7
ARDING AND HOBBS - WEBINAR JULY 2020
1.0
                                              EXISTING BUILDING
                                              1.6      Existing Plans

                                                                                                                                                                                                                                                                    Skylight
                                                                                                                                                                                                                                                                                                                                                              DOMED/ GLAZED
                                                                                                                                                                                                                                                                                                                                                              CEILING BELOW

                                                                                                                                                       REDUNDENT
                                                                                                                                              8

                                                                                                                                                        LIFT
                                                                                                                          550mm

                                                                                                                                                                                                                                                              Gy                                                                                      BARROW VAULTED
                                                                                                                                                                                                                                                                                                                                                       CEILING BELOW

                                                                           UN
                                                                             AB
                                                                                LE
                                                                                     TO
                                                                                          AC
                                                                                            CE
                                                                                               SS

                                                                                                                                                                                                                                                                                                                                      Gy

                                                                       Existing Third Floor Plan                                                                                                                                                               Existing Roof Plan

NOTES:                                              Revisions                                                  Key Plan                                            GENERAL NOTES:                                Client                    Revisions                           Drawing Status                                              Key Plan                                                                   Client
e from this drawing.                                                                                                                                               Do not scale from this drawing.
                                                                                                                                                                                                                 W.RE                                                                                                                                                                                                 W.RE
wing on receipt and immediately
discrepancies to the Architect.
                                                    Rev. Date   Note                                Approved
                                                                                                                                                                   Check drawing on receipt and immediately
                                                                                                                                                                   report any discrepancies to the Architect.
                                                                                                                                                                                                                                           Rev. Date   Note
                                                                                                                                                                                                                                                                               PRELIMINARY                   Approved

 mensions and levels                                                                                                                                               Verify all dimensions and levels
 r to construction.                                                                                                                                                on site prior to construction.                Project No.     Project                                       Date             Scale @ A1    Scale @ A3                                                                                              Project No.     Project
ts of this drawing are                                                                                                            Stiff + Trevillion Architects Ltd
                                                                                                                                                                 The contents of this drawing are                                                                                                                                                                             Stiff + Trevillion Architects Ltd
llion Architects Ltd copyright                                                                                                    16 Woodfield Road              Stiff + Trevillion Architects Ltd copyright      4459           Arding & Hobbs                                03.04.19         1:200         1:400                                                           16 Woodfield Road                       4459            Arding & Hobbs
ot be re-used without their written permission.                                                                                   London W9 2BE                  and shall not be re-used without their written permission.                                                                                                                                                   London W9 2BE

                                                                                                                                  T +44(0)20 8960 5550                                                           Drawing Title                                                 Drawing No.                    Status       Revision                                           T +44(0)20 8960 5550                    Drawing Title

                                                                                                                                  mail@stiffandtrevillion.com                                                                                                                  SK-190403_E103                                                                                 mail@stiffandtrevillion.com
                                                                                                                                  www.stiffandtrevillion.com
                                                                                                                                                                                                                 EXISTING                                                                                     -            -                                                  www.stiffandtrevillion.com
                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING
                                                                                                                                                                                                                 THIRD FLOOR PLAN                                                                                                                                                                                     FOURTH FLOOR PLAN

                                                                                                                                                                                                                                                                                                                                                                                                                  8
ARDING AND HOBBS - WEBINAR JULY 2020
1.0
EXISTING BUILDING                                                                                                                         A

1.7   Existing Section
                                                                                                         A

                                                                                                                                   Site

                                                                                                        Location Map

                           Outline of Retail      4.3m                         Retail Storage   3.4m
                            Storage Behind

                                     2.8m      2.5m             Third Floor

                                     2.8m                       Second Floor

                                                                                                                Ilmister Gardens
                                     3.7m       3.3m
                                                                First Floor
          St John’s Road

                                     3.5m       4.3m     3.9m                                    3.5m
                                                                Ground Floor

                                                2.9m     2.5m   Lower Ground FLoor

             Section AA

                                                                                                                                          9
ARDING AND HOBBS - WEBINAR JULY 2020
Key Plan

1.0
EXISTING BUILDING
1.8   Existing Elevations                                                                             Do not scale from this drawing.
                                                                                                      Check drawing on receipt and immediately report any
                                                                                                      discrepancies to the Architect.
                                                                                                      Verify all dimensions and levels on site prior to
                                                                                                      construction.
                                                                                                      The contents of this drawing are
                                                                                                      Stiff + Trevillion Architects Ltd. Copyright and shall not
                                                                                                      be re-used without their written permission.

                                                                                                      Notes:

                            FFL Level 05
                            +26.523 AOD

                            FFL Level 04
                            +23.070 AOD

                            FFL Level 03
                            +19.400 AOD

                                                                       Key Plan

                            FFL Level 02
                            +15.750 AOD

                            FFL Level 01
                            +11.790 AOD

                            FFL Level 00
                            +7.190 AOD

                                                                       Do not scale from this drawing.
                                                                       Check drawing on receipt and immediately report any
                                                                       discrepancies to the Architect.
                        Existing St John’s Road                                                      Rev on
                                                                       Verify all dimensions and levels
                                                                       construction.
                                                                                                           Date
                                                                                                             site priorDescription
                                                                                                                        to

                                                                       The contents of this drawing are
                                                                       Stiff + Trevillion Architects Ltd. Copyright and shall not
                                                                       be re-used without their written permission.

                                                                       Notes:                       Stiff + Trevillion Architects Ltd
                                                                                                    16 Woodfield Road
                                                                                                    London W9 2BE
                                                                                                      T +44(0)20 8960 5550
                                                                                                      mail@stiffandtrevillion.com
                                                                                                      www.stiffandtrevillion.com
                                                                                                      Client

                                                                                                      W.RE
                                                                                                      Project

                                                                                                    ARDING & HOBBS

                                                       FFL Level 05
                                                       +26.523 AOD
                                                                                                      Drawing Title

                                                                                                    Existing Elevation 01 St
                                                       FFL Level 04
                                                       +23.070 AOD
                                                                                                    John's Road
                                                                                                      Drawing Status Drawing: Checked:            Revision

                                                                                                   DRAFT NT LR
                                                       FFL Level 03
                                                                                                      Project Number: Date:                       Scale @ A1
                                                       +19.400 AOD
                                                                                                    4459                11/14/19                  1 : 150
                                                                                                      Code       Orig. Zone Level Type Role Pack Number
                                                       FFL Level 02                                4459 - ST - XX - XX - EL - A - EX-03-001
                                                       +15.750 AOD

                                                       FFL Level 01
                                                       +11.790 AOD

                                                       FFL Level 00
                                                       +7.190 AOD

                                                       FFL Level -01   Rev Date         Description
                                                       +4.110 AOD

                        Existing St Ilminster Garden
                                                                       Stiff + Trevillion Architects Ltd
                                                                       16 Woodfield Road
                                                                       London W9 2BE
                                                                       T +44(0)20 8960 5550
                                                                       mail@stiffandtrevillion.com
                                                                       www.stiffandtrevillion.com                                               10
                                                                       Client

                                                                       W.RE
                                                                       Project
1.0
EXISTING BUILDING
1.9   The Focal Point of Clapham Junction

Arding & Hobbs is looking          “A loved and attractive icon for the area.”
forward to the next chapter in its
history, preserving its heritage   “A key heritage asset and anchor unit in the townscape.”
and increasing its contribution to
Clapham Junction town centre.      “It’s a beautiful building, that’s part of Clapham Junction’s DNA.”

We asked locals: What do you think “It’s a beautiful Edwardian building.”
about the Arding & Hobbs building?
With just shy of 1000 responses,   “It adds tremendous character to the street.”
here is a snapshot of what was
said…                              “It is a distinctive building”

                                   “An elegant piece of architecture”

                                            “Landmark, part of Clapham’s identity”

                                            “Beautiful local building, part of our local culture”

                                            “Magnificent Grade II listed building”

                                            “Grand old building with rich history”

                                                                                                    11
1.0
EXISTING BUILDING
1.10 Vison for the Future

It is well known that our high streets continue to face +     Retain the building as a local landmark and
challenges as the way we shop changes. TK Maxx has            focal point through sensitive restoration and
a long lease and will continue to trade as part of any        enhancement
future investment in the building. Debenhams will not +       Promote a mix of commercial and leisure uses,
reopen in Clapham Junction.                                   creating greater flexibility, including modern
                                                              retail space
After our extensive engagement, we understand that        +   Consider opportunities for sensitive
weekday trade is struggling. Our vision seeks to create       additions to the building
a mix of uses, preserving the building’s heritage,        +   Create high quality, contemporary office space
bringing vibrancy to the ground floors through                at the upper levels bringing additional jobs
flexible retail uses and creating unique, modern office       to the town centre
space on the upper levels. As an iconic building, this    +   Improve relationships with neighbours through
combination of uses will generate footfall boosting           rationalising the servicing
trade for the whole town centre. 						                   +   Promote sustainability

Debenhams’ departure brings forward the next                  This is how local residents responded to our
chapter in Arding & Hobbs history and this is our             vision:
vision:                                                   +   94% said it is important/very important to
[Data based on 978 responses]                                 restore the building sensitively
                                                          +   78% said it is important/very important to
                                                              provide flexible retail uses
                                                          +   57% said it is important/very important to
                                                              enhance the building for modern usage

                                                                                                          12
1.0
EXISTING BUILDING
1.11 Vison for the Future

                            13
2.0
                                PROPOSALS
                                FOR THE
                                BUILDING

Client         Project          Project Number   Revision   Date        14
W.RE Limited   ARDING & HOBBS   4459             00         July 2020
2.0
PROPOSALS FOR THE BUILDING
2.1   Key Design Moves

We are committed to celebrating the heritage of the     +   Prioritise re-establishing this Battersea
Arding & Hobbs building and delivering proposals that       landmark
will:                                                   +   Reference 1920s styles and other heritage
                                                            features
                                                        +   Choose materials and design to complement the
                                                            existing façade
                                                        +   Retain flexible retail space at the ground and
                                                            lower ground floors
                                                        +   Deliver high-quality, contemporary office
                                                            space at the upper floors to bring new jobs to
                                                            the area
                                                        +   Consider other potential space such as a
                                                            restaurant or café
                                                        +   Include a sensitively designed new roof
                                                            extension, consolidating the existing
                                                            unattractive structures
                                                        +   Refurbish the Ilminster Gardens elevation
                                                        +   A new terrace at the fourth floor connected to
                                                            the office space
                                                        +   Improve the management of servicing and
                                                            deliveries
                                                            [Data based on 978 responses]

                                                                                                        15
2.0
PROPOSALS FOR THE BUILDING
2.2       Key Design Moves

      1      New roof extension
                                                                             2

      2      Roof-light to atrium

      3      Escalators as primary
             circulation method
                                                                     1
                                                                                                            4       5
             New protective enclosure
      4
             to historic dome

             New protective enclosure
      5      to historic barrel roof
             with plant above                                            3

      6      New terrace

             Canopy removed and shopfronts
      7      replaced / height extended
                                              9
      8      New entrance to office

             Works to Ilminster Gardens
      9
             elevation and lightwell
                                                                 6                                              7

                                             LAV
                                                  END                                                   8
                                                     ER
                                                          HIL
                                                             L
                                                                                                   AD
                                                                                                 RO
                                                                                             S
                                                                                         HN’
                                                                                      JO
                                                                                 ST

                                                                                                                        16
2.0
PROPOSALS FOR THE BUILDING
2.3    Access and Circulation

                                                                    Improvements to       New passenger/goods             Central atrium. Escalators                    Maintenance to
                                                                  lightwell + new bike     lift in existing                  retained as primary                        heritage stair
                                                                     entrance stair           lift shaft                      circulation method

                                                                                                                                                        ILMINSTER GARDENS
                                          RETAIL                                                                                                        (FIRST FLOOR LEVEL)
                                        ENTRANCE 2                                                               LOADING BAYS

                       Entrance
                       enhancements
                                             SLOP
                                              E UP

                       Active street                                                     FLEXIBLE                                       TKMaxx (not
                       frontage
                       preserved with                                                     RETAIL                                        within scope)
                       improvements
                       to existing
                       shopfronts

                                                                                                            OFFICE
                                                                                                          RECEPTION
Key:

         Retail Entrance

         Office Entrance
                                                       RETAIL
         Retail                                      ENTRANCE 1
                                                                                     POTENTIAL RETAIL   OFFICE ENTRANCE
         Office Reception                                                                ENTRANCE                                                            ST JOHN’S ROAD
                                                                                                                                                             (GROUND FLOOR LEVEL)
         Circulation

         Back of House

                                                                Entrance                                               Entrance        External shopfront changes
         Plant
                                                              enhancements                                           enhancements          to include TKMaxx                        N

                                                                                                                                                                                        17
2.0
PROPOSALS FOR THE BUILDING
2.4    Existing Façades
                                                                                                                                                                                                                                    Key Plan

A full facade survey of the building                         1

is proposed, including assessment
of existing build ups and indicative
                                                                                                                                                                                                                                    Do not scale from this drawing.

U-values of windows.
                                                                                                                                                                                                                                    Check drawing on receipt and immediately report any
                                                                                                                                                                                                                                    discrepancies to the Architect.
                                                                                                                                                                                                                                    Verify all dimensions and levels on site prior to
                                                                                                                                                                                                                                    construction.
                                                                                                                                                                                                                                    The contents of this drawing are
                                                                                                                                                                                                                                    Stiff + Trevillion Architects Ltd. Copyright and shall not
                                                                                                                                                                                                                                    be re-used without their written permission.

                                                                                                                                                                                                                                    Notes:

Cleaning and local repairs to                            St John’s Road Elevation
                                                                                    Area in abayance - Shopfront height to

existing the stonework and
                                                                                    be raised TBC.

windows are proposed in line with
the highlighted elevations and                               2

include restoration to the heritage
windows on the 1st floor. Proposed
works to the ground floor shops
fronts are detailed on the following
pages.
                                                                                                                                                       Indicative Lift 1 Overrun   Joint Profile   Powder coated     Solid Panels
                                                                                                                                                                                                   aluminium panel
                                                         Lavender Hill Elevation                                                                                                                                                    Rev Date        Description

                                                                                                                                                                                                                                    Stiff + Trevillion Architects Ltd
                                                                                                              Area in abayance - Shopfront height to
                                                                                                              be raised TBC.                                                                                                        16 Woodfield Road
                                                                                                                                                                                                                                    London W9 2BE
                                                             3                                                                                                                                                                      T +44(0)20 8960 5550
                                                                                                                                                                                                                                    mail@stiffandtrevillion.com
                                                                                                                                                                                                                                    www.stiffandtrevillion.com
                                                                                                                                                                                                                                    Client
Key - Site Plan           Key:                                                                                                                                                                                                      W.RE
                                 Heritage timber                                                                                                                                                                                    Project

                                 windows surveyed,                                                                                                                                                                                  ARDING & HOBBS
             2                   cleaned and with
                                 local restoration
                                                                                                                                                                                                                                    Drawing Title

                                                                                                                                                                                                                                    Proposed Elevation 03
                                 Stone / Windows                                                                                                                                                                                    Lavender Hill
                                 cleaned and local                                                                                                                                                                                  Drawing Status Drawing: Checked:            Revision

                                 repairs                                                                                                                                                                                            DRAFT NT LR
                                                                                                                                                                                                                                    Project Number: Date:                       Scale @ A1

                    3                                                                                                                                                                                                               4459              03/26/20                  1 : 150

                                 Entrances refurbished   Ilminster Garden Elevation                                                                                                                                                  Code      Orig. Zone Level Type Role Pack Number

      1                          / altered
                                                                                                                                                                                                                                    4459 - ST - XX - XX - EL - A - PR-03-003

                                 Alterations to GF
                                 Shop-fronts

                                                                                                                                                                                                                                                                         18
2.0
          PROPOSALS FOR THE BUILDING
          2.5   Historic Shop-fronts

          Historic photos show the building before the canopy was added. Awnings are
. 2.33:   1910 illustration of the rebuilt premises after the fire (Arding & Hobbs Ltd: A
           instead located
          Retrospect  1876-1910).above the windows and the ground floor has an elevated feel.

          St John’s Road 1912 showing original shop-fronts                                                                      St John’s Road / St John’s Hill 1960s

                                                                                                         Collage Record No: 51157                                                    Artist:

                                                                                                         Title: Arding and Hobbs, Lavender Hill: corner of Lavender Hill and St      Catalogue No: SC_PHL_01_030_69_1454
                                                                                                         John's Road, department store

                                                                                                         Description: Arding and Hobbs, Lavender Hill: corner of Lavender Hill and   Accession No.:
                                                                                                         St John's Road
                                                                                                                                                                                     Date of Execution: 1969
. 2.35:   1912 view along St John’s Road showing original 1910 shopfronts (LMA).                                                                                                     Medium: photograph

                                                                    AUGUST 2019

          1910 Historic Drawing                                  St John’s Road / St John’s Hill 1920s                          St John’s Road / St John’s Hill 1960s Detail

                                                                                                                                                                                                                           19
2.0
PROPOSALS FOR THE BUILDING
2.6   Existing Ground Floor

The existing ground floor shop
fronts and canopy were installed in
a renovation in the 1970s.

There is little connection between
the historic windows at first floor
and the dated ground floor frames
which detract from the building.

The canopy also has an oppressive
feel with unsightly stonework above
from previous renovations.            Shopfront along St John’s Road   Shopfront along St John’s Road

The entrances to the building
are also dated without street
presence. The low head height at
the entrances unwell-coming and
create a dark recess.

                                      St John’s Hill Entrance          St John’s Road Entrance

                                                                                                        20
2.0
PROPOSALS FOR THE BUILDING                    FFL Level 02
                                              +15.750 AOD
                                                                        FFL Level 02
                                                                        +15.750 AOD

2.7   Proposed Shop-front Detail
                                                     FFL Level 02
                                                     +15.750 AOD

Elevation and section details of
the proposed ground floor show                                                                                                                                                                                                  1                           1
                                                                                                                                                                                                                                                            CL                    CL

                                              FFL Level 01              FFL Level 01

possible gains in head height.                +11.790 AOD               +11.790 AOD
                                                                                                                                                                                                                                                                                                                                                                                   New shopfront layout to New shopfront layout to

                                                                                                                                                                                       700

                                                                                                                                                                                                                       700
                                                                                                                                                                                                                                                                                                                                                                                   correspond to existing buildling
                                                                                                                                                                                                                                                                                                                                                                                                              correspond to existing buildling
                                                                                                                                                                                                                                           1
                                                                                                                                                                                                                                                                                                                                                                                   Awning                     Awning

                                                                                                                                                                                       250

                                                                                                                                                                                                                       250
                                                                                                                                                                                                                                                                 CL

                                                                                                                                                                                                                     300

                                                                                                                                                                                                                                                 300
                                                     FFL Level 01
                                                     +11.790 AOD
                                                                                                                                                                                                                                                            CL                    CL
                                                                                                                                                                                                                                                                                                                                                                                   Louvres behind feature grille
                                                                                                                                                                                                                                                                                                                                                                                                              Louvres behind feature grille
                                                                                                                                                                                                                                                                                                                                                                                         New shopfront layout to

                                                                                                                                                                                               700
                                                                                                                                                                                                                                                                                                                                                                                         correspond to existing buildling

Demolition of the existing bulkhead                                                                                                                                                                                                                                                                                                                                                      Awning

                                                                                                                                                                                               250
                                                                                                                                                                                                                                                                                                                                                                                   Indicative new shopfront frames
                                                                                                                                                                                                                                                                                                                                                                                                              Indicative new shopfront frames

                                                                                                                                                                                                                             300
                                                                                                                                                                                                                                                                 CL
                                                                                                                                                                                                                                                                                                                                                                                                 Louvres behind feature grille

                                                                                                                                                                                       3855

                                                                                                                                                                                                                     3855
                                                                                                                                                                                                                     2985

                                                                                                                                                                                                                                                 2985
is dependant on the location of the

                                                                                                                                                                                                  3475

                                                                                                                                                                                                                                    3475
                                                                                                                                                                                                                                                                                                                                                                                   Solid infill to complement Solid infill to complement
                                                                                                                                                                                                                                                                                                                                                                                   existing stone             existing stone
                                                                                                                                                                                                                                                                                                                                                                                        Indicative new shopfront frames

existing structural beam / stone
                                                                                                                                                                                                                                                                                                                                                                                   New shopfronts           New shopfronts

                                                                                                                                                                                               3855

                                                                                                                                                                                                                             2985
                                                                                                                                                                                                         3475
                                              FFL Level 00              FFL Level 00                                                                                                                                                                                                                                                                                               Existing upstand
                                                                                                                                                                                                                                                                                                                                                                                         Solid infill toretained Existing upstand retained
                                                                                                                                                                                                                                                                                                                                                                                                         complement

                                                                                                                                                                                                                     330

                                                                                                                                                                                                                                                 330
                                              +7.190 AOD                +7.190 AOD                                                                                                                                                                                                                                                                                                 with new  face stone
                                                                                                                                                                                                                                                                                                                                                                                         existing  material TBCwith new face material TBC

lintel within the facade.                                                                                                                                                                                                                                                                                                                                                                        New shopfronts

                                                     FFL Level 00                                                                                                                                                                                                                                                                                                                                Existing upstand retained
                                                                                                                                                                                                                                1                           1

                                                                                                                                                                                                                             330
                                                     +7.190 AOD                                                                                                                                                                                                                                                                                                                                  with new face material TBC

On site investigations during the                1
                                                        St Johns Rd - ElevationStDetail
                                                        1 : 50
                                                                         1
                                                                                  Johns Rd - Elevation Detail
                                                                               1 : 50
                                                                                   8A
                                                                      GF Proposed Elevation Detail       8A                                                                                                                                1                                                                     8A                                                                8A

next phase of work will allow                           1
                                                              St Johns Rd - Elevation Detail
                                                              1 : 50                    8A                                                                                                                                                                                                                                         8A

conformation of the maximum                                                                                                                                                                   FFL Level 01                   FFL Level 01                                                                                                                                                                     FFL Level 01                FFL Level 01

shop front heights.
                                                                                                                                                                                              +11.790 AOD                    +11.790 AOD                                                                                                                                                                      +11.790 AOD                 +11.790 AOD

                                                                                                                                                                                                                                                                                                                        Structural Beam

                                                                                                                                                                                                                                                                                                                                                                                        Structural Beam
                                                                                                                                                                                                                                                                                                                        location TBC

                                                                                                                                                                                                                                                                                                                                                                                        location TBC
                                                                                                          Structural Beam

                                                                                                                                                                     Structural Beam
                                                                            700

                                                                                                                                              700

                                                                                                                                                                                                                                                                                         700

                                                                                                                                                                                                                                                                                                                                                            700
                                                                                                          location TBC

                                                                                                                                                                     location TBC
                                                                                                                                                                                                      FFL Level 01                                                                                                       260                                                             260                        FFL Level 01
                                                                                                                                                                                                      +11.790 AOD                                                                                                                                                                                                   +11.790 AOD

                                                                                                                                                                                                                                                                                                                                          Structural Beam
                                                                                                                                                                                                                                                                                                        80 250

                                                                                                                                                                                                                                                                                                                                                                   80 300 80 250
                                                                                                                                                                                                                                                                                                                                                                                                          New awning. Design TBC New awning. Design TBC

                                                                                                                                                                                                                                                                                                                                          location TBC
                                                                                                                                                                                          Location of existing             Location of existing

                                                                                                                            Structural Beam
Louvred panels will provide                                                              700

                                                                                                                                                                                                                                                                                                80 300 700
                                                                                                                            location TBC
                                                                            1100 TBC                                                                                                      structural beam / stone          structural beam / stone

                                                                                                                                              1100 TBC
                                                                                                                                                                                          lintel unknown                   lintel unknown                                                                                                                                                                 Feature metal grille front panel
                                                                                                                                                                                                                                                                                                                                                                                                                                      Feature metal grille front panel
                                                                                                                                                                                                                                                                                                                                           260

                                                                                                                                                                                                                                                                                                                  80 300 80 250
                                                                                                                                                                                                                                                                                                                                                                                                          Louvres  setawning.
                                                                                                                                                                                                                                                                                                                                                                                                                       behind Design
                                                                                                                                                                                                                                                                                                                                                                                                                              featureLouvres  set behind feature

necessary venting requirements
                                                                                                                                                                                                                                                                                                                                                                                                               New                   TBC
                                                                                                                                                                                                Location of existing                                                                                                                                                                                      metal grille               metal grille
                                                                                                                                                                                                structural beam / stone
                                                                                         1100 TBC

                                                                                                                                                                                          Demolition   of wall bulkheadDemolition of wall bulkhead
                                                                                                                                                                                                lintel unknown                                                                                                                                                                                                 Feature metal grille front panel
                                                                                                                                                                                          TBC. Dimension dependant     TBC. Dimension dependant

with the metal grilles sitting in                                                                                                                                                         on existing beam / lintel on existing beam / lintel
                                                                                                                                                                                          location.                    location.                                                                                                                                                                                Louvres
                                                                                                                                                                                                                                                                                                                                                                                                          Demolition
                                                                                                                                                                                                                                                                                                                                                                                                          TBC. metal
                                                                                                                                                                                                                                                                                                                                                                                                                         set behind
                                                                                                                                                                                                                                                                                                                                                                                                                      of wall       feature
                                                                                                                                                                                                                                                                                                                                                                                                                              bulkhead
                                                                                                                                                                                                                                                                                                                                                                                                                                     Demolition of wall bulkhead
                                                                                                                                                                                                                                                                                                                                                                                                                      grille dependant
                                                                                                                                                                                                                                                                                                                                                                                                                Dimension            TBC. Dimension dependant
                                                                                                                                                                                                                                                                                                                                                                                                          on existing beam / lintel on existing beam / lintel

front. The design of the metal
                                                                                                                                                                                                Demolition of wall bulkhead
                                                                                                                                                                                                TBC.  Dimension                                                                                                                                                                                           location.                  location.
                                                                                                                                                                                          Existing 1970s  Canopydependant
                                                                                                                                                                                                                      Existing 1970s Canopy
                                                                                                                                                                                                on existing beam / lintel
                                                                                                                                                                                          Demolished                  Demolished

                                                                                                                                                                                                                                                                                                2985

                                                                                                                                                                                                                                                                                                                                                                   2985
                                                                                                                                                                                                                                                                                         3475

                                                                                                                                                                                                                                                                                                                                                            3475
                                                                                                                                                                                                location.                                                                                                                                                                                                      Demolition of wall bulkhead

grilles relating to the existing                                                                                                                                                                                                                                                                                                                                                                          TBC
                                                                                                                                                                                                                                                                                                                                                                                                               TBC. Dimension dependant
                                                                                                                                                                                                                                                                                                                                                                                                          Proposed Shopfront HeightProposed Shopfront Height
                                                                                                                                                                                                                                                                                                                                                                                                               on existing beam / lintel
                                                                                                                                                                                                                                                                                                                                                                                                               location.
                                                                                                                                                                                                                                                                                                                                                                                                                                     TBC
                                                                            2872

                                                                                                                                              2872

                                                                                                                                                                                                Existing 1970s Canopy

building, creating a feature.
                                                                                                                                                                                                Demolished

                                                                                                                                                                                                                                                                                                                  2985
                                                                                                                                                                                                                                                                                                     3475
                                                                                                                                                                                          Existing Shopfront       Existing Shopfront
                                                                                                                                                                                          demolished               demolished
                                                                                                                                                                                                                                                                                                                                                                                                                Proposed Shopfront Height
                                                                                                                                                                                                                                                                                                                                                                                                                TBC
                                                                                         2872

                                                                                                                                                                                                                                                                                                                                                                                                          Existing height of upstand Existing height of upstand
                                                                                                                                                                                                                                                                                                                                                                                                          top retained with new finishtop retained with new finish
                                                                                                                                                                                                  Existing Shopfront                                                                                                                                                                                      to front                    to front
                                                                                                                                                                                                  demolished

                                                                                                                                                                                                                                                                                                330 80

                                                                                                                                                                                                                                                                                                                                                                   330 80
                                                                                             125

                                                                                                                                                               125

                                                                                                                                                                                              FFL Level 00                   FFL Level 00                                                                                                                                                                     FFL Level 00                FFL Level 00
                                                                                       330

                                                                                                                                                         330

                                                                                                                                                                                              +7.190 AOD                     +7.190 AOD                                                                                                                                                                       +7.190 AOD                  +7.190 AOD
                                                                                                                                                                                                                                                                                                                                                                                                               Existing height of upstand
                                                                                                                                                                                                                                                                                                                                                                                                               top retained with new finish
                                                                                                                                                                                                                                                                                                                                                                                                               to front

                                                                                                                                                                                                                                                                                                                  330 80
                                                                                                          125

                                                                                                                                                                                                      FFL Level 00                                                                                                                                                                                                  FFL Level 00
                                                                      Section 1 - Demo                                                                                                                                                                                  Section 1 - Proposed
                                                                                                    330

                                                                                                                                                                                                      +7.190 AOD                                                                                                                                                                                                    +7.190 AOD

                                          Section Detail 1- Shopfront
                                                                Section
                                                                      Demo
                                                                        Detail 1- Shopfront Demo                                                                                                                                                            Section Detail 1- Shopfront
                                                                                                                                                                                                                                                                                  Section
                                                                                                                                                                                                                                                                                        Proposed
                                                                                                                                                                                                                                                                                           Detail 1- Shopfront Proposed                                                                                                                                  21
                                      2                      2                                                                                                                                                                                          3                      3
                                          1 : 25                 1 : 25                                                                                                                                                                                     1 : 25                 1 : 25

                                              Section Detail 1- Shopfront Demo                                                                                                                                                                                   Section Detail 1- Shopfront Proposed
2.0
PROPOSALS FOR THE BUILDING
2.8       Proposed GF Coloured Elevation

 FFL Level 02
 +15.750 AOD

                                                                            1
                                                                                CL

 FFL Level 01
 +11.790 AOD
                                                                                          New shopfront layout to
                                                       700

                                                              630
                                                                                          correspond to existing buildling
                                                       250

                                                                                          Awning

                                                                     300
                                                                                CL
                                                                                          Louvres behind feature grille

                                                                                          Indicative new shopfront frames
                                                       3855

                                                                     2985
                                                              3475

                                                                                          Solid infill to complement
                                                                                          existing stone

                                                                                          New shopfronts

 FFL Level 00                                                                             Existing upstand retained
                                                                     330

 +7.190 AOD                                                                               with new face material TBC

                        GF Proposed Elevation Detail
                                                                            1

            St Johns Rd - Elevation Detail
      1
            1 : 50

                                       8A                                            8A                                   22
2.0
PROPOSALS FOR THE BUILDING
2.9   Ilminster Gardens

As part of restoration and enhancement
proposals for Arding & Hobbs, the building
on Ilminster Gardens will undergo a sensitive
transformation:

+     Improve the Ilminster Gardens
      elevation by repairing the brickwork
      and stonework

+     Restoring the heritage windows,
      retaining stained glass and clean
      with local repairs

+     Removal of unused access door and
      stairs

+     Extensive planting

                                                23
2.0
PROPOSALS FOR THE BUILDING
                                 Lightwell Plan and Elevation
2.10 Lighwell Planting Sketch

                                Exotic mix of tree ferns, fig trees, palms, grass-
                                           es and hanging planting.

         Ground floor plan

                                Hanging/spilling planting along lightwell planter
                                                     walls.

         Elevation

                                Shade tolerant rich ground cover planting with
                                 taller elements including tree ferns and figs.

                                                                                     24
3.0
                                ROOF
                                EXTENSION

Client         Project          Project Number   Revision   Date        25
W.RE Limited   ARDING & HOBBS   4459             00         July 2020
2.0
PROPOSALS FOR THE BUILDING
3.1   Existing Roof

As shown in the images the
existing roof is cluttered with many
structures. The previous insensitive,
poor quality extensions detract
from the building and are unsightly
at street level.

A roof extension is proposed,
designed to be discrete and enhance
the uses of the building and
clearing the existing roof clutter /
insensitive previous extensions.

                                        26
2.0
PROPOSALS FOR THE BUILDING
3.2   Roof Extension

Options for different extension
footprints were explored, testing
the size, shape, set back and
                                      Option A   Option B
relationship to the cupola.

The importance of maintaining
uninterrupted views of the cupola
along the east - west axis was
noted.

Option F was preferred for this       Option C   Option D
reason as well as the parallel form
of the north facade to the existing
building.

                                      Option E   Option F

Existing Roof                                               N

                                                                27
2.0
PROPOSALS FOR THE BUILDING
3.3   Form Study

The contours, rhythm and module proportion of the
existing facade was analysed and existing curves found.
          Section A-A.

St John’s Street Elevation
          Section A-A.

                                                                         Section A-A.

Elevation Bay Detail                                      Facade Profile Curves

                                                                                        28
                                                                         Sec
2.0
PROPOSALS FOR THE BUILDING
3.4   Curve Study

Elevation Detail

                             29
2.0
                                                      X
PROPOSALS FOR THE BUILDING
3.5       Preferred Form Model Photos

The preferred curved facade form was tested in more
detail, considering the key site views.

                                                      Y

              Z

                                                      Z

      X

                             Y

                                                          30
2.0
PROPOSALS FOR THE BUILDING
3.6   External Detail View

External renders exploring views
into the extension and the facade
panel appearance.

View Detail Material Opt A

View Detail Material Opt B

View Detail Material Opt C          Exterior Render View

                                                           31
2.1
PROPOSALS FOR THE BUILDING
3.7   Indicative Street View

                               32
4.0
                                INTERNAL
                                DESIGN

Client         Project          Project Number   Revision   Date        33
W.RE Limited   ARDING & HOBBS   4459             00         July 2020
4.0
INTERNAL DESIGN
4.1   Internal Visualisation

Internally it is proposed that the roof of the
extension is is constructed out of Glulam
beams, and metal with columns layouts
relating to the existing grid of the building.

A CLT ceiling is proposed as indicated.

Varying alternative ceiling options
were explored with the diagonal beam
being preferable from a structural and
visual perspective as well as practical
considerations of creating less wastage when
being manufactured.

Curved Diagonal Beam Option    Flat Beam Option   Extension Visual

                                                                     34
AND SURROUNDINGS (CONTD)
           ARDING & HOBBS, BOROUGH OF WANDSWORTH                                                                                                                                                                                                PRELIMINARY HERITAGE AND TOWNSCAPE VIEWS STUDY REPORT
              4.0
              INTERNAL DESIGN
           2.0 HISTORY OF THE SITE AND SURROUNDINGS (CONTD)
               4.2          Atrium

                  A new glazed roof light is proposed
                  over the existing central atrium,
                  increasing the daylight into the
                  floor plates. Historic records show
                  that originally there were two
                  light-wells within the building, as
                  highlighted in red in image 1.

                  Both light-wells were filled in at
                  some point during the multiple
                  renovations of the building.
                  The dates of these changes
 ational Library of Scotland). The 1885 Arding &                     Fig. 2.8:
                                                                                           are
                                                                                  1913 Ordnance Survey published 1938 (National Library of Scotland).The new Arding & Hobbs                    Fig. 2.9: 1919-21 Ordnance Survey (Old Maps). The building footprint remains unchanged. (Note: The
          Fig. 2.33: 1917 view from Falcon Road (2000, Battersea and Clapham - archive photographs from Images of England compiled by Patrick Loobey).       Fig. 2.34: Drawing of octagonal corner tower        Fig. 2.35: An article about the new Arding & Hobbs store was published in The Builder of 20 October
ousing alongside it.                                                              store has been built with the building extending up to Illminster Gardens.                                             staircase lightwell1911.
                                                                                                                                                                                                                              indicated   in the previous plan is not included here, but is believed to be an
          2.13
                  unknown,                   however                  the       central
                     The internal decoration was in an ‘Adams’ style, while the original floor-
                                                                                                                                                                        (Survey of London, 2013).
                                                                                                                                                                                                         omission  on    the map.)
                                                                                                                                                                                                                                  The photo shows the extent of the facades on Lavender Hill and St John’s Road.The latter
                                                                                                                                                                                                                             was extended in the same architectural style by Gibson c. 1930s. (RIBA Library).

                  light-well                is still being shown
                     coverings were linoleum and Axminster carpet in a soft green. An elaborate
                     scheme for fixtures, counters and showcases (fig. 2.35) were carried out
                     in glass and sold carved mahogany, again by the shopfitters Pollard and                           Proposed WIP Atrium Section
                  remaining
                     Co. An article publishedinin the          OS
                                                     the Builder        survey
                                                                   of October               map
                                                                               1911 illustrates   the grand
                     staircase leading up from the ground floor (fig. 2.37 and 2.40), and the
                  from 1949.
                     treatment    of ceilings (fig. 2.42).

           2.14      Further to the success of the shop, in 1928 the same architect J S Gibson
                     was asked to extend the store along Ilminster Gardens, replacing the
                     Victorian houses at Nos.20 to 26 (even). Public access was via an ‘arcade’
                     at 13 St John’s Road (acquired in 1914) which led to new grocery, meat,
                     poultry and fish departments (fig. 2.46). Above these, the restaurant and
                     the ‘Ardington Rooms’ for banquets and balls, which included a masonic
                     temple, were entered from a plain brick front in Ilminster Gardens. Around
                     1930 the building was extended to include nos. 13-17 St John’s Road. The
                     drawings at figs. 2.44 to 2.47 illustrate the proposals for extra shopping
                     space with a restaurant and reception rooms on two upper floors. There is
                     a lack of clarity on the specific uses for the new third floor public rooms.
                     The Survey of London suggests the restaurant was designed to be top-lit
                     from a domed skylight (fig. 2.53 and fig. 2.57 top left) with coloured glass,
                     while the temple featured handsome plastered ceilings. Historic England’s
                     listing citation suggests it was the other way round with the ballroom having                Image 1: Ground Floor Plan               1911 (RIBA Library).                                    Image 2: 1949 Ordnance Survey
                     the domed skylight. (We are currently awaiting a response from the Survey                                                                                                                          Fig. 2.37:   Typical Columns and Beams plan, published in The Builder of 20 October 1911 (RIBA Library).
                     of London and Historic England to our request to see the notes and the                      Fig. 2.36:   Ground floor plan, published in The Builder of 20 October 1911 (RIBA Library).
                     Inspector’s Report respectively.)
                                                                                                                                                                                                                                                                                                                      35

                                                                                                                                                                                                                                                                                                             AUGUST 2019
                   RICHARD COLEMAN                                                                                                                                 10
                  CITYDESIGNER
4.0
INTERNAL DESIGN
4.3   Heritage Features

The proposal seeks to
celebrate and refurbish the
heritage features of the
building, many of which
are hidden from view or in
disrepair.

Original features in the
staircases will be brought
back to life and investigations
will be taken out to explore
the viability of required          Stair 4 Lift Shaft    Feature Ceramic Stair Tiles   Feature 3rd Floor Dome

works to reinstate the Stair 4
lift or the create a feature out
of it.

Improvements to the existing
entrance from Ilminster
Gardens has been considered
as well as the link to the 3rd
floor heritage dome. The
first floor timber windows
will also be surveyed and
repaired where needed.             Stair 4 First Floor   Feature Timber Doors          Feature 1st Floor Windows

                                                                                                                   36
4.0
                                     INTERNAL DESIGN
                                     4.4                          Heritage Features - Cupola

                                     The existing Cupola is
                                     currently derelict with an
                                     unused water tank sitting
                                     in the eves.
                                                                                                                                                                                                                     PANTRY

                                     It is proposed to restore                                                                                                                           AV

                                     the Cupola with options
                                     considered to create a
                                     meeting room and events
                                     space or possibly a small
                                     bar offering amenity to
                                     users of the terrace.                                                                          Existing External Photo                                                    Section: Bar Option                                                                   Section: Meeting Room Option

General Notes                                                            Revisions             General Notes                                                          Revisions          Key Plan                                                         Client          Key Plan                      Drawing Status                                     Purpose      Client                                      Drawing Status

                                     There is also the
Do not scale from this drawing.                                          Rev. Date   Note      DoApproved
                                                                                                  not scale from this drawing.                                        Rev. Date   Note              Approved                                              W.RE                                          STAGE 2                                            -            W.RE                                        STAGE 2
Check drawing on receipt and immediately report any discrepancies                              Check drawing on receipt and immediately report any discrepancies
to the Architect.                                                                              to the Architect.

                                                                                                                                                                                                                                                                                                        T

                                                                                                                                                                                                                                                                                                                                                                                                                     T
Verify all dimensions and levels on site prior to construction.                                Verify all dimensions and levels on site prior to construction.                                                                                            Project No.          Project                  Date                                  Scale @ A1   Scale @ A3   Project No.     Project                     Date

                                                                                                                                                                                                                                                                                                     AF

                                                                                                                                                                                                                                                                                                                                                                                                                  AF
                                                                                                                                                                                                                      Stiff + Trevillion Architects Ltd                                                               Stiff + Trevillion Architects Ltd
                                                                                                                                                                                                                                                          4459                  ARDING & HOBBS          14042016 Woodfield Road               1:25         1:50         4459            ARDING & HOBBS              140420

                                     opportunity to repair the
The contents of this drawing are Stiff + Trevillion Architects LLP                             The contents of this drawing are Stiff + Trevillion Architects LLP
copyright and shall not be re-used without their written permission.                           copyright and shall not be re-used without their written permission.                                                   16 Woodfield Road
                                                                                                                                                                                                                      London W9 2BE                                                                                   London W9 2BE

                                                                                                                                                                                                                                                                                                 R

                                                                                                                                                                                                                                                                                                                                                                                                              R
                                                                                                                                                                                                                      T +44(0)20 8960 5550                                                                            T +44(0)20 8960 5550

                                                                                                                                                                                                                                                                                                 D

                                                                                                                                                                                                                                                                                                                                                                                                              D
                                                                                                                                                                                                                                                          Drawing Title                                 Drawing No.                                        Revision     Drawing Title                               Drawing No.
                                                                                                                                                                                                                      mail@stiffandtrevillion.com                                                                     mail@stiffandtrevillion.com
                                                                                                                                                                                                                      www.stiffandtrevillion.com          CUPOLA BAR                                    ST-[30]-231
                                                                                                                                                                                                                                                                                                             www.stiffandtrevillion.com                                 CUPOLA MEETING ROOM                         ST-[30
                                     clock-face and stone work.

                                                                                                                                                                                                                                                                                                                                                                                        PANTRY

                                                                                                                                                                                                                                                                                                                                        AV

                                                                                                                                    Existing Internal Photo                                                    Plan: Bar Option                                                                      Plan: Meeting Room Option

                                                                                                                                                                                                                                                                                                                                                                                                         37
Scale @ A3
4.0

                                                                                                                                                                                                                                                                                                                                                                                                                                                             Revision
                                                                                                                                                                                                                                        Purpose

                                                                                                                                                                                                                                                         -

                                                                                                                                                                                                                                                                                                                                                                                                -
                                                                                                                                                                                                                                                                                                                                        Scale @ A1
INTERNAL DESIGN

                                                                                                                                                                                                                                                                                                                                                                                                1:30

                                                                                                                                                                                                                                                                                              D ST-[30]-250-OPT1
4.5   Interior Design

                                                                                                                                                                                                                                                         STAGE 2
                                                                                                                                                                                                                                        Drawing Status

                                                                                                                                                                                                                                                                                                                                                                                                140420

                                                                                                                                                                                                                                                                                                                                                                                                                                                             Drawing No.
                                                                                                                                                                                                                                                                                                  T
                                                                                                                                                                                                                                                                                                AF
                                                                                                                                                                                                                                                                                                                                        Date

                                                                                                                                                                                                                                                                                               R
The interior design of the

                                                                                                                                                                                                                                                                                                                                                                                                ARDING & HOBBS
building will reference

                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RECEPTION PLAN
1920s styles and the

                                                                                                                                                                                                                                                                                                                                        Project

                                                                                                                                                                                                                                                                                                                                                                                                                                                             Drawing Title
                                                                                                                                                                                                                                                         W.RE

                                                                                                                                                                                                                                                                                                                                        Project No.

                                                                                                                                                                                                                                                                                                                                                                                                4459
heritage features within

                                                                                                                                                                                                                                        Client
the building such as the
dome on the 3rd floor.
                                                                                                                                                                                      Down

                                                                                                                                                                                                                                                                                                                                                                                         Stiff + Trevillion Architects Ltd

                                                                                                                                                                                                                                                                                                                                                                                                                                                           mail@stiffandtrevillion.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                           www.stiffandtrevillion.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                           T +44(0)20 8960 5550
                                                                                                                                                                                                                                                                                                                                                                                         16 Woodfield Road
                                                                                                                                                                                                                                                                                                                                                                                         London W9 2BE
The proposed material                          1      WC TYPICAL / SECTION
                                          ST-[30]-251 Scale: 1:20
pallet will also
complement the existing
building with detailed

                                                                                                                                                                                                                                        Key Plan
                                                                                                                                                                                      UP

metal work and timber                                                                                                                                                                                   Indicative WIP Atrium Panel Elevation

joinery.
                                                                                            General Notes                                                          Revisions                                     Key Plan

                                                                                            Do not scale from this drawing.                                        Rev. Date   Note          Approved

                                                                                            Check drawing on receipt and immediately report any discrepancies
                                                                                            to the Architect.

                                                                                            Verify all dimensions and levels on site prior to construction.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              Stiff + Trevillion Architects Ltd
                                                                                            The contents of this drawing are Stiff + Trevillion Architects LLP
                                                                                            copyright and shall not be re-used without their written permission.                                                                                                                                                                                                                                                                                                                              16 Woodfield Road
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              London W9 2BE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              T +44(0)20 8960 5550
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              mail@stiffandtrevillion.com
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              www.stiffandtrevillion.com

                                                                                                                                                                                                                                                          Approved
                                                                                                                                                                                                                                                          Note
                                                                                                                                                                                                                                                          Rev. Date
                                                                                                                                                                                                                                        Revisions
                                                            2            WC TYPICAL / SECTION
Heritage 3rd Floor Dome                           Material  Reference
                                                       ST-[30]-251 Scale:Images
                                                                          1:20              Indicative WIP Reception Plan                                                                               Indicative WIP Wash room Elevation

                                                                                                                                                                                                                                                                              g on receipt and immediately report any discrepancies

                                                                                                                                                                                                                                                                                                                                                                                                  shall not be re-used without their written permission.
                                                                                                                                                                                                                                                                                                                                                                                                  of this drawing are Stiff + Trevillion Architects LLP
                                                                                                                                                                                                                                                                                                                                      nsions and levels on site prior to construction.
                                                                                                                                                                                                                          RECEPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      38

                                                                                                                                                                                                                          Scale: 1:50
                                                                                                                                                                                                                    50-OPT1

                                                                                                                                                                                                                                                          rom this drawing.
                          General Notes                      Revisions                                                                                                                                                                                                                                                                                                                                                                                                       Key Plan

                                                                                                                                                                                                                   1

                                                                                                                                                                                                                                                                               t.
                                                                                                                                                                                                                                        s
The proposals are subject to planning approval by Wandsworth
Council.

Find out more about the proposals, participate in the public
consultation and share your views:

VISIT:
WWW.ARDINGANDHOBBSPROPOSALS.LONDON

CALL:
08081 964 004
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