ARCHITECTURAL PORTFOLIO
YANGSIHANG WANG
CONTENTS
Portfolio Yangsihang Wang
THE HRINGUR
ARCHITECTURAL COMPETITION 01 02 03 04 05 06
NATURE CRAFT
Y3 ACADEMIC PROJECT
‘MIXABLED’ CO-HOUSING
Y2 ACADEMIC PROJECT
PUDDLE DOCK MASTER PLAN
WORK EXPERIENCE RIBA STAGE 2 & 3
SEN BEDFORD SCHOOL
WORK EXPERIENCE RIBA STAGE 4
TIMBER SQUARE
WORK EXPERIENCE RIBA STAGE 5
THE HRINGUR 01
A new region of Iceland is hoping to be a shining example of sustainability as it looks to adopt a circular economy. As such, ‘The Hringur’ (means cycle) is design to be a community home that can act as a central point for locals and visitors to meet, learn, and trade materials and equipment as needed
THE HRINGUR
OVERVIEW
The Iceland Community House competition Mývatn region, Iceland
Designed in Revit Rendered Using Enscape Post Production in Photoshop
The primary objective of THE HRINGUR is to establish a cohesive community space featuring three key functions: resource collection, a greenhouse, and a multi-functional community centre. Each of these functions is allocated its distinct zone while being thoughtfully interconnected.
Notably, sustainability is paramount in my design ethos, exemplified by the incorporation of recycled wood materials throughout the entire building. This commitment not only aligns with environmental considerations but also reinforces the ethos of responsible resource utilization within the community.
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Competition Brief
ICELAND COMMUNITY DESIGN
The Workshop
Access to the building is facilitated through a private road leading up to the depot parking area, with the resource collection zone strategically positioned alongside the depot. Additionally, an innovative workshop space has been introduced to the design, providing citizens with a dedicated area to repurpose materials from the collection zone and craft their own items.
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The Green House
The greenhouse is situated on the eastern side of the hilly site, designed to follow the natural slope, thereby maximizing sunlight exposure. Constructed with a recycled timber structure complemented by attached polycarbonate boards, the greenhouse embodies a harmonious blend of sustainability and functionality.
Adjacent to the greenhouse lies the organic waste collection zone, strategically positioned to facilitate the reuse of waste for plant cultivation. This integrated approach underscores our commitment to ecological considerations.
9.
10.
11.
12. depot
13. green house 14. organic waste collection 15. storage 4. community
5.
6.
1. lobby 2. cafe 3. courtyard 4. toliet 5. lift 6.
7. kid room 8. second hand exchange point 1 1 2 5 6 6 3 4 2 3 6 4 5 7 8 13 14 15 10 11 12 10 9 1. corridor 2. gallery 3. terrace Ground
Plan
worshop
resource collection zone
walking bridge
parking
room
green house
roof
feature stair
Floor
First Floor Plan
The Community Space
The community centre is designed to accommodate a variety of events, providing a versatile space for the community’s diverse needs. Situated on the first floor, a terrace extends the possibilities to host outdoor events, while the glazed wall of the terrace serves a dual purpose by bringing sunlight into the feature stairs and kids’ zone, creating an inviting and well-lit atmosphere.
Beyond its functional role, the gallery serves as more than just a bridge connecting the community centre and the greenhouse; it is also a dedicated space for citizens to showcase and exchange their artwork.
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NATURE CRAFT 02
There are bold ways to reconsider our Architectural relationship with the built environment. Not just spatial, tectonic moves and creative acts of re-use, but foregrounded with the activity of construction and the potential for Reclaimed materials used within that process. This retrofit project, NATURE CRAFT, is aim to design a Construction Skills Centre for apprentices to learn Retrofit Construction Skills and Biophilic Design Principles
NATURE CRAFT
OVERVIEW
Year 3 Architectural Design Studio - Final Project Kingsway, Stoke-on-Trent, United Kingdom
Designed in Revit Rendered Using Enscape
Post Production in Photoshop
This retrofit project is situated on the city center and adjacent to Spode's China Halls. The Spode's China Hallshold significant historical value to Stoke's pottery industry, which relied heavily on the waterways as the primary transportation networks.
The objective of this project is to design a Construction Skills Centre that integrates biophilic design principles. This educational building will provide a platform for individuals to acquire timber construction skills and green wall construction skills. By incorporating biophilic design principles, it aims to foster stronger connections and engagement with nature. This approach allows people to not only learn about biophilic design in a workshop setting but also experience it first-hand throughout the space.
The site currently consists of two existing buildings. The China Hall will undergo a retrofit to serve as the workshop area for woodworking and green wall construction. On the other hand, the Gorden House will be demolished, and its materials will be repurposed and utilized in the new design.
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Ground Floor Plan
Portfolio Yangsihang Wang Existing Structure New Structure 2 1 3 4 5 6 7 8 9 10
1. RECEPTION
2. CANTEEN
3. TEACHERS' OFFICE
4. MATERIAL RESEARCH LAB
5. STAFF ROOM
6. TOLIET
7. WOODWORKING WORKSHOP
8.GREENWALL WORKSHOP
9. HEAVY MACHINES AND STORAGE 10. TRANSPORT
Massing Design
The China Hall will be retrofitted as the workshops (woodworking + green wall). The green wall construction workshop will open to the community during weekend. People can create their own home-decoration by using green vegetation. The new building, situated on the site of the current Gordon House, will be designed to accommodate classrooms, a reception area, and a canteen. Between the two buildings, there will be a semi-open corridor constructed with a timber frame, serving as an exhibition space for students.
Roof light Timber floor cladding Ventilation Pipes Existng Ceiling Existing Concrete Structure Insulation Cladding Existing Concrete Structure Vapour Control Membrane Insulation Existing Concrete slab
Existing Structure New Structure
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1. ROOF GARDEN 2. CLASSROOM
2 1 3 4
3. CANTEEN 4. EXTERIOR WALKWAY
First Floor Plan
The Material Bank
The existing building, the Gorden House, is constructed using concrete and brick. In a commitment to sustainable design, the concrete will be repurposed and recycled to create the new pavement for the site. Furthermore, the recycled bricks from the existing structure will be utilized as the primary material for the new building's facade. This approach not only minimizes waste but also contributes to a more environmentally conscious and resource-efficient construction process.
Section AA
Detailed Section
1. Roof light Structure
• Timber kerb detail
• Granular fill with edge
• Reinforcement strip
• Retention trim and filter fleece
• wood curb
• Thermal break
• Extruded Aluminium snap cap & frame
• Insulated safety glass
• Silicone & butyl seals
2. Green Roof Structure
• Timber cladding
• Concrete roof deck (existing)
• 300mm Granular fill with edge
• Reinforcement strip
• Retention trim and filter fleece
• Screed laid to falls
• Vapour control layer
• 250mm Insulation
• Waterproof membrane
• CAP sheet
• Drainage mat and root barrier
• Filter membrane
• Soil
• Planting
3. Wall Structure
ꞏ Brick Wall (existing)
ꞏ 350mm insulation
- Rigid insulation
- Thermal insulation
- Acoustic insulation
• Window fixed to the timber frame
• DPM
4. Foundation & Flooring
• Raft foundation (existing)
• 100mm insulation
• DPM
• Timber floating floor incorporating vapour control layer below
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Scale 1:20
The canteen
The canteen is located at the eastern of the site, situating next to the Rose Garden. This canteen will also serve as a public communication space for both students and the neighborhood.
SUSTAINABLILITY MEASUREMENTS
In the pursuit of sustainable design, a holistic approach is adopted to create environmentally responsible and energy-efficient spaces. Ventilation and outdoor circulation play a pivotal role in this strategy, ensuring a constant flow of fresh air while minimizing the need for artificial climate control. Large windows and strategically placed openings maximize natural light and encourage passive cooling through cross-ventilation. Additionally, incorporating energy-efficient LED lighting reduces the overall energy consumption, while roof lights harness natural daylight, reducing the reliance on artificial lighting during the day. This thoughtful integration of sustainable design strategies not only minimizes the environmental impact of a structure but also fosters a healthier, more comfortable living or working environment for its occupants.
‘MIXABLED’ CO-HOUSING
This project entails the creation of a co-housing community for a diverse group of individuals, including those with disabilities, with the aim of advocating for their rights. In Sheffield, where 19 percent of the population is identified as disabled, the majority face challenges in finding suitable housing. Consequently, a sustainable and disability-friendly housing community has been conceived to address their needs and enhance their quality of life.
03
MIXABLED CO-HOUSING OVERVIEW
Year 2 Architectural Design Studio London Road, Sheffield, United Kingdom
Designed in AutoCad/Sketchup Rendered Using Enscape Post Production in Photoshop
The co-housing community comprises two distinct housing types and two different apartment designs, providing adaptability for a diverse range of residents such as students, couples and families with disabled member.
The project places a strong emphasis on facilities designed to cater to the unique needs of individuals with disabilities. A community center and workshop serve as spaces for social interaction, while a therapy center offers essential support. Additionally, a disabled community center open to the public contributes to enriching the life experiences of residents.
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Design Concept
A thoughtfully designed ramp system has been integrated into the project to enhance the convenience of wheelchair users. The dwellings designated for individuals living independently are characterized by flexibility and accessibility.
Design Strategies
To establish an environmentally friendly housing community, various strategies have been implemented, including the use of recycled materials, installation of solar panels, and rainwater collection systems.
Ground Floor Plan
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1. TYPE A1 APARTMENT
2. LIFT AND STAIRS
3. TYPE A1 ACCESSIBLE APARTMENT
4. TYPE B1 HOUSING
5. TYPE B2 HOUSING
6. DISABLED COMMUNITY CENTRE
7. JOB/COMPUTER TRAINING WORKSHOP
8. THERAPY CENTRE
9. TYPE B3 HOUSING
10. RAMP
11. CORRIDOR
1. APARTMENT
2. LIFT AND STAIRS
3. ACCESSIBLE APARTMENT
6. ROOF GARDEN
7. COMMON ROOM
8. ACCESSIBLE APARTMENT
1. TYPE A1 APARTMENT
2. LIFT AND STAIRS
3. COMMON ROOM AND LAUNDRY
5. TYPE B2 HOUSING
6. ROOF GARDEN
7. GREEN ROOF
8. TYPE A2 LOFT APARTMENT First Floor Plan Second Floor Plan
4. TYPE B1 HOUSING
5. TYPE B2 HOUSING
9. LOFT APARTMENT
10. RAMP
11. CORRIDOR
4. TYPE B1 HOUSING
Section AA
PUDDLE DOCK MASTER PLAN 04
The masterplan design is a nine-building development on a highly prominent, riverfront site in central London known as Puddle Dock. Named after a historic dock which once existed on the site, the area is now the last large scale undeveloped area in the City which currently stands as a legacy of poor post-war urban planning. The masterplan first looks to transform the urban realm of traffic dominated roads, tunnels and slip roads into a lively city quarter with streets that are green, pedestrian friendly and open to the sky. Through the regeneration of the North bank, the scheme can provide new routes and views down to the river. These connections can be enhanced by public squares and courtyards to create a public realm that feels more akin to the historic character of the St. Paul’s conservation area than what exists there today
Building A2 & A3
This building is the largest of all the floorplates, extending from Blackfriars Station’s eastern boundary to Puddle Dock and Upper Thames Street to the south. The gap between A2 and A3 links a new access into Blackfriars Station with the masterplan’s centre of gravity at the junction with Puddle Dock and Upper Thames Street. The constituent parts of the façade design vary around the building, the model photographs opposite depicting the east elevation of A2 facing Puddle Dock. A2 and A3 are cousins, A2 with a heavier external structure whilst A3 has fewer floors and a single storey expression and different colour.
Infrastructure
The building parameters and response to the site is defined by infrastructure: the District line tunnel runs directly under the building to the north; re-routed Puddle Dock and Upper Thames Street to the east; Blackfriars Station and a shared party wall with building A1 to the west.
New Entrance to Blackfriars
Arrival & Tenant Journey
The building is designed to offer flexible uses and the potential for multiple tenant receptions in an amenity rich environment. Having an entrance sequence akin to a theatre foyer and a diverse mix of uses that blend public zones with private tenant spaces can draw people into the building.
The plot is articulated as two buildings either side of a new entrance into Blackfriars Station. Activated uses line the route with retail and office entrances.
Terraces
Large terraces define the corners of A2 and A3 with the roofscape garden affording views across the Thames. Non-accessible areas are occupied by mechanical plant and biodiverse roofs.
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Responsive Façade Shading
Within the framework of the structure, the cladding responds to its orientation varying vertical and horizontal louvres depending on aspect. Additional solid spandrels and façade panels moderate the solid to glazed ratio to reduce solar gain and cooling loads. FMDC have provided detailed analysis of each façade and how to effectively respond to aspect.
Expressed Structural Frame
The building wears its structure on its sleeve, the exposed structural frame telling the story of the large transfer structure to the north façade. The top and bottom of the truss creates a consistent unifying datum around A2 and A3 unaffected by the ground plane or SPHG, the middle floors appearing almost as a box supported on columns with a separate distinctive character to the upper and lower floors. The west facades facing onto the lightwell between the building and station are simpler without exposed steel.
Physical Facade Model
Behind the expressed structure, a unitised aluminium façade system with opening vents is used for all elevations. A solid or shadow box spandrel obscures the floor and structural zones with additional solid panels behind columns and shading.
Vertical shading changes direction depending on aspect, with the south and south-east elevations of A2 and A3 also having horiztonal louvres to minimise solar gain from high angle sun. This could be solid or perforated and is likely to be of aluminium or similar metallic material, to be explored in further detail at the next stage.
As seen in the images, the base of the building is faceted with an open upper ground and retail glazing to lower ground. The top floor – level 05 on A2 and level 04 on A3 – is a separate entity, expressed as a roof pavilion which peels away from the façade and massing below.
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Reception & Atrium
A level change leads to the dynamic atrium environment with stairs leading up to office floorplates, encouraging active travel. The base of atrium is occupied by an inhabited stair linking lower and upper ground receptions, offering the potential for presentation, meeting and break out space.
The lower ground entrance off Upper Thames Street / the Blackfriars link is also large enough to be split into several receptions, tenant lounge or broken down into smaller alternative spaces and retail units
05
SEN BEDFORD SCHOOL
This is one of the largest special educational needs (SEN) school in the UK. We aim to foster inclusivity and accessibility, accommodating the unique requirements of those on the Autistic Spectrum Disorder (ASD). We also working on creating independent, comfortable environments through thoughtful design elements like clear signage, natural materials, and quiet spaces.
Portfolio Yangsihang Wang REVISIONDATE 1 : 5 Ground Floor_Brick Plinth detail_FT01 1 1 : 5 Ground Floor_Threshold detail_FT01 2
06
TIMBER SQUARE
Timber Square is a commercial office development located in Bankside not far from Tate Modern. It responds to the vibrancy of the area with mixed uses at street level and new routes through the site, including connections to the “Low Line” viaducts. Comprising two buildings – a partially retained printworks and a new build – all floors have access to terraces and roof gardens. Operational, embodied and construction transport carbon emissions will all be about half those of a typical new London office building. This is achieved by re-using the existing structure of the printworks and a hybrid steel/Cross Laminated Timber (CLT) structure. In addition, this project will be a pilot for the ‘Design for Performance’ initiative, which sets verifiable energy-use targets.
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Site Visit
Portfolio Yangsihang Wang SHS 200 x 200 x 10 Detail 4 Sheet 220533 SHS 200 x 200 x 10 Detail 3 Sheet 220533 UC 203 x 203 x 52 Detail 2 Sheet 28502 Oversized Encasement: See Detail 5 Sheet FS0502 SHS 200 x 200 x 10 Detail 4 Sheet 220533 SHS 200 x 200 x 10 Detail 3 Sheet 220533 SHS 200 x 200 x 10 Detail 4 Sheet 220533 SHS 200 x 200 x 10 Detail 4 Sheet 220533 UC 203 x 203 x 52 Detail 5 Sheet 220533 UB 457 x 191 x 67 Detail 5 Sheet 220533 UB 457 x 191 x 67 Detail 2 Sheet 28502 Oversized Encasement: See Detail 3 Sheet FS0502 UC 203 x 203 x 52 Detail 5 Sheet 220533 Oversized Encasement: See Detail 5 Sheet FS0502 UC 203 x 203 x 52 Detail 5 Sheet 220533 Oversized Encasement: See Detail 5 Sheet FS0502 SHS 200 x 200 x 10 Detail 4 Sheet 220533 1500 OVERSIZED 1635 OVERSIZED 2325 OVERSIZED 2325 230 UC 203 x 203 x 52 Detail 5 Sheet 220533 UC 203 x 203 x 52 Similar to Detail 5 Sheet 220533 (blockwork wall under) 1955 OVERSIZED 2090 UB 203 x 102 x 23 Detail 5 Sheet 220533 Oversized Encasement: See Detail 6 Sheet FS0502 UC 203 x 203 x 52 Detail 5 Sheet 220533 UC 203 x 203 x 52 Detail 5 Sheet 220533 UC 203 x 203 x 52 Detail 5 Sheet 220533 1145 O/SIZED 685 UB 457 x 191 x 67 Detail 2 Sheet 28502 Oversized Encasement: See Detail 1 Sheet FS0502 01UC01 UC 305 x 305 x 198 Ledge Angle 200x200 x16 Detail 4 Sheet 280503 Ledge Angle 200x200 x16 Detail 4 Sheet 280503 Ledge Angle 200x200 x16 Detail 4 Sheet 280503 OVERSIZED 3370 95 1110 O/SIZED 765 4120 235 UC 203 x 203 x 52 Detail 5 Sheet 220533 Oversized Encasement: See Detail 4 Sheet FS0502 UC 203 x 203 x 52 See Detail 5 6 Sheet 220533 30 Sheet 220533 UC 203 x 203 x 60 See Detail 5 Sheet 220533 UC 203 x 203 x 52 See Detail 5 Sheet 220533 UB457 x 191 x 67 See Detail 5 Sheet 220533 102 x 23 Sheet 220533 encasement Sheet FS0502 O/SIZED 1185 205 UC 203 x 203 x 52 Similar to Detail 5 Sheet 220533 (blockwork wall under) 1 FS0504 4 FS0504 7 FS0504 1 FS0504 4 FS0504 7 FS0504 Recessed Beam drawing reference amended drawing reference amended Call outs details added for concrete encasement at the base of the exposed columns EWN-BAA-208 05 05 WF WF Riser WB-04-R25 Riser WB-04-R30 240 60 60 240 295 40110 500 Fire stopping. Refer to (FS) Series for further information. Insulation to maintain acoustic performance as per required fire protection requirements Shaftwall to form compartmentation to risers and protect the unseen sides of the column Flange of column exposed on Office side Gypsum board shaftwall systems Ss_25_10_30_35 Type IWC Gypsum board partition systems Ss_25_10_30_35 Type IWA Intumescent protection to all exposed steel surfaces to meet fire protection requirements, refer to (FS) Fire Strategy series drawings for information Detail under review for alternative arrangement. BG to confirm alternative arrangement. Refer to 1908(SK)0780. 05 05 WE WE Riser WB-04-R10 45 120 135 300 347 295 40 110 Gypsum board partition systems Ss_25_10_30_35 Type IWA Gypsum board shaftwall systems Ss_25_10_30_35 Type IWC Gypsum board shaftwall systems Ss_25_10_30_35 Type IWC Shaftwall to form compartmentation to risers and protect the unseen sides of the column Flange of column exposed on Office side Insulation to maintain acoustic performance as per required fire protection requirements Fire stopping. Refer to (FS) Series for further information. Intumescent protection to all exposed steel surfaces to meet fire protection requirements, refer to (FS) Fire Strategy series drawings for information Detail under review for alternative arrangement. BG to confirm alternative arrangement. Refer to 1908(SK)0780. Detail Plan -Typical Exposed Column 1 Detail Plan -Typical Exposed Column #2 3 IWA / IWC - Level 04 Core IWA / IWC - Level 04 Core 05 05 WF WF Riser WB-04-R25 Riser WB-04-R30 240 60 60 240 295 40110 500 Fire stopping. Refer to (FS) Series for further information. Insulation to maintain acoustic performance as per required fire protection requirements Shaftwall to form compartmentation to risers and protect the unseen sides of the column Flange of column exposed on Office side Gypsum board shaftwall systems Ss_25_10_30_35 Type IWC Gypsum board partition systems Ss_25_10_30_35 Type IWA Intumescent protection to all exposed steel surfaces to meet fire protection requirements, refer to (FS) Fire Strategy series drawings for information Detail under review for alternative arrangement. BG to confirm alternative arrangement. Refer to 1908(SK)0780. 05 05 WE WE Riser WB-04-R10 45 120 135 300 347 295 40 110 Gypsum board partition systems Ss_25_10_30_35 Type IWA Gypsum board shaftwall systems Ss_25_10_30_35 Type IWC Gypsum board shaftwall systems Ss_25_10_30_35 Type IWC Shaftwall to form compartmentation to risers and protect the unseen sides of the column Flange of column exposed on Office side Insulation to maintain acoustic performance as per required fire protection requirements Fire stopping. Refer to (FS) Series for further information. Intumescent protection to all exposed steel surfaces to meet fire protection requirements, refer to (FS) Fire Strategy series drawings for information Detail under review for alternative arrangement. BG to confirm alternative arrangement. Refer to 1908(SK)0780. Detail Plan -Typical Exposed Column 1 Detail Plan -Typical Exposed Column #2 3 IWA / IWC - Level 04 Core IWA / IWC - Level 04 Core 04 05 WD WE S.O 1180 250 95 775 255 205 150 S.O 490 395 S.O 900 335 S.O 900 450 30 S.O 490 300 S.O 490 300 S.O 490 75 75 Refer to (24) Series drawings for stair information 220531 220531 IWA10C IWC4 IWD1 IWC4 IPS IWC4 IWC4 IWC5 IWD1 IWA10C IWC4 IWC4 IWB3 45 120 755 120 2535 250 575 120 730 120 625 IWC4 IWC4 2195 150 S.O 690 320 S.O 690 1155 S.O 800 245 1210 150 S.O 1200 320 S.O 1200 915 S.O 1200 565 S.O 1050 300 S.O 1200 150 30 100 100 S.O 1200 200 150 S.O 1180 305 1085 S.O 690 480 S.O 1200 330 S.O 1200 330 S.O 1200 555 225 S.O 1180 420 160 S.O 690 655 100 S.O 1180 250 150 S.O 600 170 205 205 150 S.O 600 370 S.O 900 300 S.O 900 150 250 2175 75 IWC4 IWC4 IWC4 1095 295 330 45 300 135 330 2 220520 220530 220530 WB-04-05-D01 WB-04-05-D02 WB-04-R04-D01 WB-04-R10-D01 WB-04-R07-D01 WB-04-04-D01 WB-04-R07-D02 WB-04-R16-D02 WB-04-R07-AP01 Office Lift Lobby Lift Shaft WB-04-PL06 Lift Shaft WB-04-PL08 Lift Shaft WB-04-PL07 Lift Shaft WB-04-PL05 WB-04-S01 WB-04-06 Stair & Lift Lobby Riser WB-04-R03 Wet Riser Riser WB-04-R07 Riser Riser Riser Riser Riser Riser Riser Corridor Riser WB-04-R41 GRID 13500 GRID 6000 380 95 70 715 565 770 960 90 300 95 95 35 1390 110 1635 140 695 1095 140 130 150 70 95 Detail abeyance, awaiting trades input on buildability Detail in abeyance, awaiting trades input on buildability Setting out in abeyance. Sizing of nibs awaiting BG input. IWC4 plus decorative 6mm board behind shaftwall 300 IWB -Single-sided Partition Systems Ss_25_10_30_35 IWA -Double-sided Partition Systems Ss_25_10_30_35 Please refer to (22) series for Internal Walls information. Please refer to (23) series for Floors information. Please refer to (24) series for Stairs & Ramps information. Please refer to (35) series for Ceilings informatio Please refer to (74) series for Sanitaryware information. To be read in conjunction with Architectural Specification: 0865_001-BAA-ZZZ-XXX-SP-A-850005 Please refer to Structural Engineer's information or loading, setting out of windposts and movement joints. Refer to (FS) series for fire ratings of walls as well as Fire Engineer's report for details of the fire strategy. Refer to Acoustic Consultant's report for acoustic requirements. Also to be read in conjunction with Service Engineer's information. Walls typically span from slab to slab for slab levels please refer to Structural Engineer's information. Wall Types IWG -Masonry Wall Leaf Systems Ss_25_13_50_56 IWH -Masonry Wall Leaf Systems Ss_25_13_50_51 IWK -Thermal Lining System Ss_25_25_45_35 IWL1 -Tiled Wall Lining System Ss_25_45_88_40 IWF -Glazed Partition Systems Ss_25_10_35_35 IPS panel lining systems Ss_25_25_45_25 IWD -Masonry Internal Partition Systems Ss_25_13_50_56 IWE -Masonry Wall Leaf Systems Ss_25_13_50_51 IWC -Shaftwall Partition Systems Ss_25_10_30_35 IWJ -Twinned Wall Partition Systems Ss_25_10_30_35 Applied Pattressing Recessed MDF Skirting Pr_35_90_43_58 Planted MDF Skirting Pr_35_90_43_58 Planted Tile Skirting Pr_35_93_96_89 Planted Porcelain Skirting Pr_35_93_96_17 Rubber Skirting Pr_35_90_43_74 Anti-static Linoleum Skirting Pr_35_90_43_63 Project Project No. Drawing Title Notes Drawing Number Suitability/Revision Revision Date Scale @ A1 Scale @ A3 YY MM DD 1 Rawstorne Place, London EC1V 7NL T +44(0)207 5203300 •www.bennettsassociates.com E mail@bennettsassociates.com 25 240429 0865_001 Timber Square Landsec Ink Building, Level Core Plan General Arrangement Tile D4 C4 0865_001-BAA-W00-104-DR-A-204042 Continuation: 0865_001-BAA-W00-104-DR-A-204041 Continuation: 0865_001-BAA-W00-104-DR-A-204043 LGS RC RevDate Revision ByChk P1210215Stage Structural Information for Tender JSAD P2210315Stage Internal Walls, Ceilings and Sanitaryware Tender Issue C1230505First Construction Issue JTAD C2230707Drylining Walls Tender Addendum JTLGS C3240202Updated Dry Lining Pack IILGS C4240429Update to Drylining YWLGS EWN BAA 0196 Change to partition type for buildability reasons EWN BAA 0196 Change to partition type for buildability reasons Minor amendments to setting out (non-material change)
04 WE WE 390 390 395 60 60 60 WE 275 Align Align 90min Concrete Encased Beam 90min Concrete Encased Beam Concrete Footing to provide support to base of partitions 120min Concrete Encased Beam FFL 04 375 740 235 405 60 60 60 475 Align Align 90min Concrete Encased Beam 90min Concrete Encased Beam Concrete Footing to provide support to base of partitions CLT Slab FFL 04 WF WF 390 390 395 60 60 60 WF 475 Align Align 90min Concrete Encased Beam 90min Concrete Encased Beam Concrete Footing to provide support to base of partitions CLT Slab FFL Concrete Footing (to support Steel structure Intumescent protection only 90 minute Fire Board Encasement Encased protection Key Walls under beams shown dashed. Refer to Structural Engineer's Structural member sizes shown Please refer to Fire Engineer's 120 minute Concrete Encasement Encased protection (40mm unless oversized encasement 90 minute Concrete Encased protection (30mm beam, unless oversized specified) CLT Slab Internal Partition Project Drawing Title Notes Drawing Number Scale @ A1 Scale @ A3 For Bennetts Associates' electronic information www.bennettsassociates.com/informationdisclaimer/ 1 Rawstorne Place, London EC1V T +44(0)207 5203300 •www.bennettsassociates.com E mail@bennettsassociates.com As indicated Timber Square Landsec INK L01-L14 Concrete Encasement Fire Strategy Details 0865_001-BAA-W00-ZZZ-DR-A-FS0504 1 10 FS1011 Ink Core Column 1 RCP 1 1 : 10 FS1011 Ink Core Column 2 RCP 4 1 : 10 FS1011 Ink Core Column 3 RCP 7 1 10 Ink Core Column 1 Section 2 1 : 10 Ink Core Column 2 Section 5 1 : 10 Ink Core Column 3 Section 8 Ink Level 1 Core Column 1 AXO 3 Ink Level 1 Core Column 2 AXO 6 Ink Level 1 Core Column 3 AXO 9 RevDate Revision C1240516Updated Column
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