M.ARCH App by Max Mingxuan Ge

Portfolio

Max Ge mingxuan

ARB/RIBA Part 1 M.Arch Architecture Application

Application number: 18067602

CV Info

Education

Max Ge Mingxuan

2012-2015

Date of birth

30/ 01/ 1997

Phone

+44 7340055603

gemingxuan97@gmail.com

Linkedin https://www.linkedin.com/ in/mingxuan-ge/

Academic projects GCE O levels at Anglo-Chinese School Independent

01 Creative Synergies

02 Dwelling Plus

03 Exploring Experience

- Senior Prefect of ACSI prefectorial board - Unit leader of ACSI National Police Cadet Corps - 4x100m Track and Field B division silver medalist

2016-2017

GCE A levels at Saint Andrew’s Junior College - Vice-Captain of SAJC Track and Field Team

2018-2021

BA(Hons) in Architecture, First at Newcastle University - First Class Honours 73.4 -76% for dissertation

Professional Projects

Languages

Professional Experience

04 RMG Brighton

Mandarin (Native)

Jun 2018 Aug 2018

Design Intern at W5A Design

05 Thamside West Phase 1

Sep 2021 present

Part 1 architectural assistant at HLM Architects London studio

English (Proficient) Cantonese (Proficient)

- Net Zero Carbon Emission Royal Mail Delivery Office Brighton ( RIBA Stage 2 ) - Thameside West Phase 1 (RIBA Stage 3/4)

Contents.

01 Project title: Upcycling 3D Printing Institute Location: Ouseburn, Newcastle

Creative Synergies

Academic Year: 2020-2021 (Stage 3)

The studio’s brief focuses on the central question of what role the institution of education, and the spaces in which it takes place, can play in consolidating and mediating between the transient and established communities.

The 3D upcycling institute provides research facilities to the students and academic communities from Newcastle University and Northumbria University. The institute focuses on the research and production of sustainable materials for the 3D Printing industries. As a means to engage the institute with the established communities, creative practice from the Ouseburn valley is invited as consultants to help out with the design of the printed products. The printed art pieces include art installations and functional products such as medium-sized furniture. In addition, residents can constantly engage with the institute by collecting recycled plastics to produce raw materials for printing. My approach to the scheme is inspired by the three main bridges across the

Ouseburn Valley from the Newcastle City Centre to Byker. The bridge as a typology could be a useful tool to interconnect the institution with the existing and transient communities around the site parameters. My initial exploration focused on an urban scale that creates spatial links between the established institution and the different communities in the city, extending out into the deeper parts of Ouseburn and potentially to Byker to the east and Shieldfield to the North. The pedestrian bridge cuts through the building from the exoskeleton frame structures to the central concrete conical core, creating a physical and visual connection that interlinks the public and academic communities. Site map and communities mapping

Historic context analysis

Site section

Social context analysis

15m 5

Ouseburn Pavilion

The Ouseburn pavilion functions as exhibition space that takes the shape of a circular loop and a linear form. The main idea of the pavilion is to make circulation spaces into an alternative learning environment where people can walk through and learn at the same time. The pavilion provides opportunities for the local creative industries and local residents of Ouseburn to display their talented artwork and providing a platform for them to exchange their ideas.

site plan

Interior renderings

section drawing

Conceptual diagram

contextual collage

The series of sketches and model show how I began to imagine how the institute extends out to reach deeper parts into Ouseburn and out to Shieldfield and Byker. I did a mapping of the different axis/vistas which are r elated to the context, including directional axis and historical paths. The different axis will help me decide the overall geometry of my design and influencing the circulation paths for the meeting points.

Design development sketches & model

Conceptual collages

Analysis diagrams

Detail Section

Rooftop junction detail

Green roof & junction detail

Corridor detail

Veranda detail

Section AA’

The sections reflect the technical manifestation of the exoskeleton structures interacting with the solid concrete concical core. The concical core penetrates the ceiling, framing a unique volume that interlinks all the users of different communities passing through the space at different levels.

Section AA’

Section BB’

1 West entrance 2 Main entrance 3 Public outdoor space 4 Bicycle parking 5 Reception 6 Cafe 7 Toilet 8 Office 9 Lift and escape stairs 10 Control room 11 Material Workshop 12 Escape stairs 13 Main stairs 14 Printing Studio 15 Circulation 16 Library 17 Material Research Lab 18 Material Library 19 Bridge Link 20 Lift and escape stairs 21 Lift and escape stairs 22 Meeting rooms 23 Open study & working space 24 Toilets 25 Lift and escape stairs 26 Office Ground floor plan

First floor plan

Second floor plan

Third floor plan

View from Byker Bridge

View from under the Byker Bridge 13

Perspective view on first floor

02 Project title: Railway Social Housing Location: Laurieston, Glasgow

Dwelling Plus

Academic Year: 2019-2020 ( Stage 2 )

The south part of Glasgow city in Tradeston, Laurieston and Kinning park was once densely populated with factories and tenements during the nineteenth-century expansion and regeneration scheme. Much of the urban fabric was cleared out during the 1960s to make way for multi-storey towers and slab blocks. However, the good intentions for total urban transformation and modernisation have caused social and environmental issues over the years. Many of these buildings have now been demolished to make way for smaller-scale apartments and residential units that serve the place better. The Dwelling plus phase of the Glasgow Economic Project involves designing a housing scheme containing at least six housing units and a public space. The site is uniquely located above an abandoned railway track. The main feature of my scheme involves turning the abandoned railway track into a bustling pedestrian walkway with social housing blocks. The unoccupied arches are also transformed into workshops and shops for the local communities to generate incomes.

Circulation diagram

Solid vs frame, private vs semi -private space

Public spaces

Elevation & Section drawings

Fourth M floor

cut axo Fourth floor

First to Thrid floor

M floor

Plans

Detail section

Physical models

Axonometric drawing

Newga

te Stree

Peel Street Site 1

Chester Street

Site map and analysis Conceptual diagram

Project title: Bishop Auckland Kiln Workshop Location: Bishop Auckland, North-East England

Exploring Experience

Academic Year: 2019-2020 ( Stage 2 )

Located in - between Darlington and Durham and sitting above the river Wear, Bishop Auckland is the largest town of the south of Durham. The town is a living palimpsest of British history. The main street, Newgate Street, runs along an original Roman Road, around which the town has been gradually developed. To explore the studio’s theme “Mirroring / Reflecting”, I began to rationalise the mimetic design process by studying some existing buildings on the site. The abundance of warehouses from the site inspired me to explore the warehouse typology regarding its materiality, structures, pattern and rhythms. My final design revolves around an interpretation of the conventional warehouse typology. The combination of the materials is distinctly separated into two-part. The heavy bottom is built using bricks, and a lightweight top part is cladded with metal sheets. The idea of separating material properties into heavy and light gave me a clear design direction for this project.

Light metal cladding

Heavy brickwork base

Exisiting warehouse typology

Pigmented concrete base

Light metal cladding Exploration models

Building originally on site 1

Transformation diagrams

Reinterpreted typology for the design

Final design and decisions

Ground Floor Plan

5 4 2

Wet Workshop Perspective Rendering

7 6

1. Entrance 2. Reception 3. Toilets 4. Wet Workshop

5. Dry Workshop 6. Courtyard 7. Exhibition space & circulation

8. Cafe & shop

Dry Workshop Perspective Rendering

Axonometric View

35m

First Floor Plan

10 12 11

First Floor, Exhibition hall

9. Exhibition space 10. Outdoor exhibition space 11. Walkway

12. Classroom 13. Office

Section AA Ground Floor, Circulation space 15

35m

Roof

Structures

Cladding

1. sinusoidal metal cladding 2. timber studs 3. mineral wool insulation 4. vapur control membrane 5. osb board 6. service void with studs

First floor

7. plaster board

b. b.

1. Solid reinforced concrete wall 2. cavity gap

Ground floor

3. rigid mineral wool insulation 4. vapour control membrane 5. service void with double layer plywood boards

Exploded axonometric diagram Detail Drawing

Sectional components

Exterior view showing combination of cladding materials and window openings

04 Project title: Patcham Royal Mail delivery office Location: Patcham, Brighton

RMG Brighton

Project stage: RIBA stage 2

All visuals and detail drawings are done by me with the consent from HLM Architects to be included in the portfolio. Unless otherwise indicated, the visuals and drawings should stay confidential and for internal use only.

D Section Detail 1 Safety overflow pipe projection weirs at each end of balcony to MEP details.

FFL

2. Consider using a precast brickwork system such as Corium to reduce weight ,secondary fixing complexity and wall thickness.

250

215x65 MVHR ductwork supply & extract Ancon LDB-3 galv. ms brick support angle bracket & brick frog reinforcement bars & stirrups to sub contractors design. Ferrat TBF structural thermal break pads at concrete slab fixing interface. Ss-25-13-50-54 Crittal T60 ppc steel triple glazed windows & doors. 32mm Cristal CU-N glass units or equal & equivalent. Set back from brick face 1.5 bricks (337.5mm) Ss-25-13-50-54 100mm block leaf inner skin. Forticrete channel lintel with galv.ms bar reinforcement and concrete spine. Bed joint reinforcement in 2no. beds above lintel and extend 600mm beyond opening width at each end. 25mm movement joint at head tied to conc. soffit

Ss-25-10-30-35 Painted plasterboard drylining 50mm zone. 25mm BG gyplyner mf & 2x12.5 BG Soundbloc tbc Pr-30-59-98-02 Triple glazed crittal T60 type window system with ppc steel thermal break frames, opening lites and doors or equal & equivalent. NB: hinged alternative to sliding doors tbc

FFL to FFL 3200mm (John McAslan) When revised to brick dimensions = 3225 or 3150mm (3230 or 3155) with movement joint increases. FFL to FCL minimums all TBC

2500 min. (habitable rooms) 2400mm (lobby, kitchen & bathrooms) 2200mm (Common corridor)

1100 -1500 AFFL Varies

1,100

Section Detail 2

350 AFFL

FFL

PPC window cills

Ss-25-13-50-54 Concrete balcony with Ancon Isotec Isolan MV/V system insulated with thermal break connection to slab edge.

PPC head panel to match window frames

mvhr vent in

mvhr vent out

Pr-30-59-07-72 Blinds or curtain tracks fixed into ceiling. MVHR ductwork supply & extract. Connect to rear of perforated ppc aluminium over panel to match window/door system finish. Ducts located at separate ends of balcony width, to avoid cross flow issues to MEP details.

8. Consider Georgian wired glass interlayer to avoid fire performance issues.

Location: Patcham, Brighton

Ss-25-13-50-54 Facing brickwork Pr-20-31-53-10 Guaged Tarmac cement gauged designed mortars or equal and equivalent.

9. Consider equalising the assymetric balcony support cable tie system and decking details.

RESIDENTIAL UNIT

PPC Galv. MS balcony suspension cable bracing for vibration stiffness to SE details.

10. Consider using lightweight steel prefabricated balcony assemblies rather that concrete.

FFL

FFL Ss-25-13-50-54 Cavity fire break barriers between demises, around all openings, services penetrations,at floor levels and party wall boundaries. 120min FR insulation & integrity to Fire Engineer specification.

Ss-25-13-50-54 Siderise Open State cavity barrier fire stopping 120min FR insulation & integrity at max. 20m intervals vertically/horizontally tbc by Building Control AI

Concealed rwdp

Part Elevation 1:20 @ A1 Plan Detail 10

Ss-25-13-50-54 Vertical cavity fire break barrier provided by concrete panel column and party wall construction. 120min FR to Fire Engineer specification. 325x1000 Panel column to SE details

Plan Detail 12 Plan Detail 11

Pr-30-59-98-02 window epdm & Ss-25-13-50-54 Hyload FR & insulated vertical cavity trays DPC

150

Ss-25-13-50-54 Min. 50mm vented cavity Ss-25-13-50-54 Recessed facing brick set back 1no. brick dimension 225mm 150

Ss-25-13-50-54 102.5mm facing brickwork

Pr-20-31-53-10 Guaged Tarmac cement gauged designed mortars or equal and equivalent.

balcony

1,565

Thameside West (Phase One) / Keystone Partners

Sidell Gibson sketch 51-1051-01 Thameside West SK210727-01 P01 [DETAILED BAY 02 STUDY 001] 1:20 @ A1

Section A-A 1:20 @ A1

523

383

GL Slab edge line Ss-25-13-50-54 220mm Rockwool High preformance partial fill cavity Insulation

100 mm dia.rwdp fixed to slab edge with thermal break, with full ht. ppc aluminium access panel with 10mm shadow gaps @ each side of panel fixed with tech screws to sub frame 100mm wide ppc perforated aluminium soffit panel with separated mvhr extract/intake ventilation to MEP details 1,500 Min.

Thameside West Phase 1

DRAFT6

150

Ss-25-10-30-35 bg gyplyner mf & 2X12.5mm gyproc soundbloc internal drylining 50mm zone for electrical fittings conduits & backboxes Ss-25-13-50-54 100mm block leaf inner skin.

276

Project stage: RIBA stage 2

Pr-35-90-30-01 150x25mm Gripsure Shera boarded deck finish or equal & equivalent Euro Class A2-s1.d0 on supports system battens at 400c-c tbc by Fire Engineer. ppc perforated aluminium modesty panel secret fixed to balcony facia ppc perforated aluminium or inert CPB soffit tbc. Euro Class A2-s1.d0

Ss-25-13-50-54 Facing brickwork set back 1 brick dimension (225mm) supported by Ancon LDB-3 galv. ms brick support angle bracket & brick frog reinforcement bars & stirrups. Ferrat TBF structural thermal break pads at concrete slab interface.

15mm joint

7. Omit balcony drainage and reroute top roof drainage via cores.

Project title: Patcham Royal Mail delivery office

ppc aluminium hinged side access panels with tech screws to match window frame finish at one side of balcony and soffit. 100mm dia. rwdp at one side only with balcony with balcony box gutter connection at each balcony rear. Ss-25-60-05-05 Cantilvered glass balustrade with ppc aluminium handrail capping to Euro Class A2-s1.d0 tbc by Fire Engineer.

4. Consider 2 storey brick supportwith pier wind poststo SC details to reduce secondary steelwork. Larger MJ required.

6. Reduce the double storey cruxiform brick panel setback to half a brick to reduce inclusion of piers into flat plans.

Ss-25-13-50-54 Min. 50mm vented cavity

Ss-25-10-30-35 Painted plasterboard drylining BG Casoline mf suspended ceiling

3. Reduce the floor finish 100mm zone to 25mm with accessible flat shower drainage cut into slab.

5. Consider any requirement for slab edge downstands to counter cladding eccentric loads.

40mm movement joint at balcony soffit

355

Ss-25-13-50-54 15mm mortar bedjoint Ss-25-13-50-54 Facing brick soldier course Outlet & channel gutter at each balcony connecting to concealed rwdp in cavity with access panel at balcony sidewall

Pr-35-31-68-38 Bauder monolithic waterproof membrane on screed 1in 60 cross falls.

Concrete balcony with Ancon Isotec Isolan MV/V system insulated with thermal break connection to slab edge.

3,230

1. Replace block inner leaf with lightweight SFS. Reduce wall thickness to 450mm target and omits clash of mvhr at lintels.

250 Reinforced concrete slab to SE details.(+/-10mm Tol.) Allow 30mm (imposed + dead loads) 120min. FR to FE specification 350mm Ceiling zone: Including 50mm slab deflection & construction Tol., Nom. 75-100 BG Casoline MF suspended ceiling, 200 recessed lighting, MVHR ducts, H&C Water & sprinkler zones.

2,525

Comments & Opportunities

100

100 Floor build up zone including acoustic isolation, screed (+/- 15mm Tol.) & finishes.

Part Plan 1:20 @ A1 Thameside West Building B Bay 02 Study

2,935

665

2,935

784 Half pier

Employers requirement - Solid brick & block cavity wall U Value targets: - walls 0.14 - windows 1.40 - ext. doors 1.00 - Solar Control G Value 0.5 resi. All to HLM Greenbuild targets set by thermal model with MEP Consultants tbc. to achieve New London Plan 35% reduced C02 ADL +10% for building fabric. 3230mm FL- FL

Project Workbook / Side

2 Section Detail 4

Section Detail 3

FFL

100 Floor build up zone including acoustic isolation, screed (+/- 15mm Tol.) & finishes.

Opportunities

705

2.3 Elevational Changes Comments &

Ss-25-13-50-54 Siderise RH25 Horizontal & Vertical open state cavity closer fire breaks 120min FR insulation & integrity at each floor level & around all openings and property boundary lines

250 Reinforced concrete slab to SE details.(+/-10mm Tol.) Allow 30mm (imposed + dead loads)

Ss-25-13-50-54 15mm movement joint at 6450 c-c

350mm Ceiling zone: Including 50mm slab deflection & construction Tol., Nom. 75-100 BG Casoline MF suspended ceiling, 200 recessed lighting, MVHR ducts, H&C Water & sprinkler zones.

Ss-25-13-50-54 Cut blockwork at slab soffit & 25mm movement joint with Ancon FHR head restraint tie Ss-25-13-50-54 Ancon 1HR-B 215mm head restraint tie in blockwork with debonding sleeves.

1. Replace block inner leaf with lightweight SFS. Reduce wall

250 Reinforced concrete slab to SE details.(+/-10mm Tol.) Allow 30mm (imposed + dead loads) 350mm Ceiling zone: Including 50mm slab deflection & construction Tol., Nom. 75-100 BG Casoline MF suspended ceiling, 200 recessed lighting, MVHR ducts, H&C Water & sprinkler zones.

Ss-25-13-50-54 Ancon LDB-3 galv. ms brick support angle bracket & brick frog reinforcement bars & stirrups. Ferrat thermal break pads at concrete slab interface.

Section Detail 6

100 Floor build up zone including acoustic isolation, screed (+/- 15mm Tol.) & finishes.

Ss-25-20-33-35 Precast concrete cill min 1in60 cross fall (neutral protective stain tbc) Ss-25-13-50-54 Siderise RH25 Horizontal & Vertical open state cavity closer fire breaks 120min FR insulation and integrity at each floor level & around all openings and property boundary lines.

FFL

250 Reinforced concrete slab to SE details.(+/-10mm Tol.) Allow 30mm (imposed + dead loads) 120min. FR insulation & intergrity to Fire Engineers specifications.

Ss-25-13-50-54 Ancon galv. ms pier brick support shelf bracket bolt fix into cast in channel with Ferrat thermal break pads at concrete slab edge. Ss-25-13-50-54 Hyload FR cavity trays DPC at pistol cut brick as slip plane & 15mm Movement joint at 6450 c-c tbc Ss-25-13-50-54 Ancon LDB-3 galv. ms brick support angle bracket & brick frog reinforcement bars & stirrups. Ferrat thermal break pads at concrete slab interface.

350mm Ceiling zone: Including 50mm slab deflection & construction Tol., Nom. 75-100 BG Casoline MF suspended ceiling, 200 recessed lighting, MVHR ducts, H&C Water & sprinkler zones.

Ss-25-13-50-54 Brick soldier course & soffit return Ss-25-13-50-54 Ryton Rytweap1 metal fire rated A1 vent holes in open perpends at pistol cut bricks

Ss-25-13-50-54 Brick soldier course & soffit return

Ss-25-13-50-54 102.5mm handset brickwork (43x75mm courses per storey) Ss-25-13-50-54 400mm Ancon Teplo BF2 Pultruded basalt fire thermal break cavity wall ties and insulation retention Teplo clips 450 vertical c-c 900 horizontal c-c

3,230

PREVIOUS SOUTH-WEST ELEVATION - ADDENDUM JUNE 2019

Ss-25-25-20-33-35 Precast concrete cill with Saline neutral protective stain & drip Ss-25-13-50-54 Siderise RH25 Horizontal & Vertical open state cavity closer 120min FR insulation & integrity fire breaks at each floor level & around all openings and property boundary lines.

FFL

Pr-20-31-53-10 Tarmac guaged mortar joints 10mm bed & perpends

2,525

thickness 450mm The fundamental architectural grid and rhythm oftothe target and omits clash of mvhr at lintels. elevations has not changed throughout the GLA design development process, as it is dictated by2.the building’s Consider using a South West rendered elevation. John McAslan Planning Application amendment 2019 precast brickwork structural grid and the aim to unify two fundamentally system such as Corium to reduce weight different uses with the building’s architecture. ,secondary fixing complexity and wall However, with the revised massing and the substantial loss thickness. of units during this process, there are some changes to the 3. Reduce the floor finish elevations. As much as possible, these changes are at 100mm zone to a25mm with accessible flat detail level, and do not change the overallshower strategy of the drainage cut into slab. elevations. Silvertown Homes Ltd and GLA Land and Property Ltd | Thameside West Phase 1 I GLA Addendum Document to DAS Vol.2 | John McAslan + Partners

100 Floor build up zone including acoustic isolation, screed (+/- 15mm Tol.) & finishes.

Ss-25-13-50-54 50mm min. Ventilated & drained cavity

Pr-30-59-98-02 Crittal T60 ppc steel triple glazed windows & doors. 32mm Cristal CU-N glass units or Equal & Equivalent. Set back from brick face 1.5 bricks (337.5mm)

Ss-25-13-50-54 220mm Rockwool High preformance partial fill cavity Insulation Ss-25-13-50-54 100mm Forticrete Medium density blockwork

4. Consider 2 storey

U Value target windows 1.40 U Value target ext. doors 1.00 Solar Control G Value target for resi. units 0.5 All tbc HLM Greenbuild final building thermal model with MEP consultanat inputs

Ss-25-10-30-35 50mm internal finishes Paint decoration, taped & skim on 2x12.5 BG gyproc soundbloc plasterboard on BG gyplyner univ.

brick supportwith pier The changes on the elevations are as outlined below:SC details wind poststo to reduce secondary 1. Simpliﬁcation of balcony types, via the removal of steelwork. Larger MJ corner balconies and winter gardens required. 2. Separation of balconies that are too close together 5. Consider any to requirement for slab improve privacy edge downstands tobalconies counter cladding 3. Implementation of modest screens on to eccentric loads. improve outlook and privacy 6. Reduce the double 4. Implementation of mitigation measures forcruxiform wind on brick storey panel setback to half a new balcony locations brick to reduce inclusion of piers into flat plans. 5. Re-arrangement of windows setting out on short 7. Omit balcony drainage internal elevations and reroute top 6. Increase of active frontages to industrial retailvia cores. roof and drainage units at the ground and mezzanine levels 8. Consider Georgian wiredand glass interlayer 7. Further application of deep brick reveals to avoid fire issues. perforated metal panelling at groundperformance and mezzanine levels 9. Consider equalising

FFL

Section Detail 5

Ss-25-13-50-54 Siderise RH25 Horizontal & Vertical open state cavity closer 120min FR insulation & integrity fire breaks at each floor level & around all openings and property boundary lines.

Ss-25-13-50-54 Ryton Rytweap1 metal fire rated A1 Weep holes in open perpends at pistol cut bricks

FFL

Pr-30-59-98-02 Crittal T60 ppc steel fenestration suppot brackets onto slab with ppc steel cill bucket flashing profile with 50mm min. drip detail Ss-25-13-50-54 Siderise RH25 Horizontal & Vertical open state cavity closer fire breaks 120min FR insulation and integrity at each floor level & around all openings and property boundary lines. Ss-25-13-50-54 Ryton Rytweap1 metal fire rated A1 Weep holes in open perpends at pistol cut bricks 15mm Movement joint at 6450 c-c PPC over panel to match window/door system MVHR ductwork supply & extract insulated penetrations to MEP details

Section Detail 7

Ss-25-13-50-54 Ryton Rytweap1 metal fire rated A1 vent holes in open perpends at pistol cut bricks Ss-25-13-50-54 15mm Movement joint at 6450 c-c Ss-25-13-50-54 Ryton Rytweap1 metal fire rated A1 vent holes in open perpends at pistol cut bricks

Ss-25-13-50-54 15mm movement joint and strorey height brick support tbc by SE Ss-25-13-50-54 Cut blockwork at slab soffit & 25mm movement joint with Ancon FHR head restraint tie Ss-25-13-50-54 Ancon 1HR-B 215mm head restraint tie in blockwork with debonding sleeves.

the assymetric balcony support cable tie system

andand decking In the following pages you will ﬁnd a before afterdetails. 10. Consider using comparison of the Submitted Scheme within Addendum lightweight steel Rev.A issued in June 2019 and the newlyprefabricated proposed balcony assemblies rather that scheme for the GLA. concrete.

rendered elevation. John McAslan Planning Application amendment 2019 PREVIOUSNorth NORTH ELEVATION - ADDENDUM JUNE 2019

Thameside West (Phase One) / Keystone Partners

Project Workbook / Sidell Gibson

FFL

Galv. ms brick support bracket fixed to slab by Ancon to Sub Contractors design

FFL

Pr-30-59-98-02 Crittal T60 ppc steel fenestration suppot brackets onto slab with ppc steel cill bucket flashing profile with 50mm min. drip detail

FFL

Ss-25-13-50-54 Hyload coping cill dpc

Ss-25-13-50-54 15mm Movement joint at 2330mm c-c

Ss-25-13-50-54 Hyload coping cill dpc

Slab edge pocket setback with brick support spanning across

Silvertown Homes Ltd and GLA Land and Property Ltd | Thameside West Phase 1 I GLA Addendum Document to DAS Vol.2 | John McAslan + Partners

Ss-25-13-50-54 Cut blockwork at slab soffit & 25mm movement joint & Ss-25-13-50-54 Ancon FHR/1HR-B head restraint tie in blockwork with debonding sleeves. 50

100

220

103

100

220

103

225

140

383 GL

523

Section B-B 1:20 @ A1 Thameside West Building B Bay 02 Study

Section C-C 1:20 @ A1 Thameside West Building B Bay 02 Study

Section D-D 1:20 @ A1 Thameside West Building B Bay 02 Study Employers requirement - Solid brick and block cavity wall

U Value targets: - walls 0.14 - windows 1.40 - ext. doors 1.00 - Solar Control G Value 0.5 resi. All to HLM Greenbuild targets set by thermal model with MEP Consultants tbc. to achieve New London Plan 35% reduced C02 ADL +10% for building fabric.

DRAFT

Sidell Gibson sketch Project Workbook / Sidell Gibson 7 51-1051-01 Thameside West SK210727-02 P01 [DETAILED BAY 02 STUDY 002] 1:20 @ A1

3230mm FL- FL

gemingxuan97@gmail.com

+44 7340055603