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Part II Architectural AssistantStonework, pre-cast concrete, brickwork & roof packages
£13 millionDesign & Build contract
Christ’s Lane,Cambridge
Panter Hudspith Architects
Zinc roofing
5C
5B
C/L
C/L
C/L
Singleply roofing membrane
Zinc capping piece.
Flat double lock welt joint to zinc capping
Projecting bay to Christ's Pieces
Zinc capping to stonework
Aluminium soffit
Flat double lock welt joint to zinc capping
Overflow outlet to lower roof
Singleply roofing membrane
Singleply roofing membrane
05
07/19
07
07/47
04
07/19
04
07/19
03
07/39
04
07/39
05
07/39
06
07/39
02
07/47
Line of roof
Concealed gutter
Upper roof beam
RHS stub support connections to S.Eng spec
PFC to box window
RHS stub support connections to S.Eng spec
Lower roof beam
Line of roof
5A 5B 5C 5D
01
04/118
01
04/118
01
07/45
CL
B18 pitched beam as set out on 04/119
Continuous 50 x 50 angle to S.Eng details
CL
Secondary steelwork to S.Eng details
CL
CL
Steelwork to S.Eng details
Unistrut support angle
CL
CL
5A5B
5C5D
Z purlins shown dotted
50x50x5 SHS @ 1m centres to S.Eng details. Slotted connection both ends
Centreline of beam set out on 07/30
Secondary steelwork to S.Eng details
01
07/39
02
07/39
Centreline of beam set out on 07/30
Centreline of beam set out on 07/30
05
07/19
Dwg.No.
DO NOT SCALE THIS DRAWING. CHECK ALL DIMENSIONS ON SITE. IF IN DOUBT ASK.
SCALE
PROJECT
DRAWING
All information contained in this drawing is sole copy right of Panter Hudspith Architects and is not to be reproduced without their permission.
Job.No.
Rev.CHECKED BY
DRAWN BY
REVISION BY
/
REVISION CHECKED BY
DATE
Email:
P A N T E R H U D S P I T H A R C H I T E C T S
Telephone: Fax:
AM
MW
AM
MW
1:5 @ A1 1:10 @ A3 21 Aug 06
Christ's Lane, Cambridge
3D sketches of roof & box windows
282
A
4-8, Emerson Street, London, SE1 9DU
020 7633 9425 020 7159 1045
07 52
REVISION DATEISSUE PURPOSE CHECKED DATE
1. Comments
2. Cost / buildability check
3. S/C tenders
4. Ordering
5. Construction
6. To enable others to design
7.
Main contractor:Client:
/ First Issue (by Fax)
Scale -
03
07/52
3D sketch of box window steelwork to upper roof NTS
21/08/06NOTES:
1, PRIMARY STEELWORK CONNECTIONS AND ALL SECONDARY STEELWORK TO BE CONFIRMED BY STRUCTURAL ENGINEER
A Details 2, 3, 4 & 5 added. 11/10/06
Scale -
02
07/52
3D sketch of box window and roof flashings to upper roof NTS
Scale -
04
07/52
3D sketch of steelwork to lower roof and projecting bay NTS
CLCentreline of beam set out on xx/xx
5C
5B
70x70mm tapered RSA stub connection
50x50x5mm RSA
Column
Column
Eaves roof beam
70x70x5mm SHS stub connections at 1m centres
100x190x10mm steel plate brackets @ 500 centres
150x100x10 steel angle
04
07/46
04
07/46
70x70x5mm SHS stub connections at 1m centres
100x190x10mm steel plate brackets @ 500 centres
150x100x10 steel angle
02
07/19
01
07/45
Box windowlocation
01
04/118
Rainscreen cladding
Box window
Zinc roof
Zinc roof edge
Zinc roof edge
Concealed gutter
Pressed aluminium fascia
04
07/46
03
07/19
01
07/45 5B
5C
01
04/118
02
07/19
06
07/19C/L
04
07/46
Scale -
01
07/52
3D sketch of box window steelwork to upper roof NTS
Scale -
05
07/52
3D sketch of lower roof and projecting bayNTS
RIBA workstages
Description
C - HSeptember 2005 - September 2007
The Christs Lane scheme is a mixed use scheme which replaces an existing 1950’s shopping centre known as Bradwells Court. It consists of three levels of retail with 15 high specification residential units above.
I started working on the project from RIBA Stage C working up the GA drawings and proceeding through detail design to seeing the project on site.
My main area of involvement was in the preparation of the roof package which is a mixture of standing seam zinc (later changed to stainless steel) and single ply roofing membrane. The roof is one of the most complex areas of the building with 4 main roofs stepping back and intersecting at different angles. I developed the key 1:5 details which then fed back into all the 1:20 assembly drawings . I also worked to develop the secondary steelwork design for supporting gutters and extensions from the primary steelwork. Due to the complexity of the roofs we used 3D sketches to communicate junctions and locations of details to the design team and contractor.
I also involved in the stonework, pre-cast concrete and brickwork packages. I developed a number of details and communicated design information to sub-contractors to enable the packages to be developed and constructed on site.
The project has been well received by the client and all retail units were occupied when the building opened late 2007.
