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ARTS & HUMANITIES FACULTY DEVELOPMENT - CLARENDON STREET, NTU CITY CAMPUS ESTATE. CRAIG J. GREGORY ARCHITECTURAL TECHNOLOGY BSC. - YEAR 02 DESIGN DOCUMENT & DRAWING PACKAGE.

DESN220044 Technology & Desigin Studio 02

Design & Development Document

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C J G.

CONTENTS: RESEARCH & FINAL DESIGN RESOLUTION:

SITE EVALUATION:

Site Location & Brief 04 Site Boundaries & Location 05- 06 Site Flood Risk & Soil Investigation Assessment 07 Site Atmospherics 08

FINAL TECHNICAL DESIGN RESOLUTION: 28 CONSTRUCTION PACKAGE:

ENVIRONMENTAL PRE-ASSESSMENT RESOLUTION (BREEAM):

Drawing Issue sheet 29 Masterplan 30 Siteplan 31 Foundation plans 32-33 Floor Layout Plans - Level 0 - 4 34-38 Roof Layout Plans - Level 4 39 Section A-A 40 Section B-B 41 Perimeter Sections 42 Technical Details A - F 43 Technical Details G - L 44 Technical Details M - N 45 Typical Stairplan & Section 46 General Elevations 47-50 Schedules 51-56 Fire Strategy Layouts - Level 0 - 4 57-61 Service Strategy Layouts - Level 0 - 4 62-66 Rendered Images 67-68

CREDIT SELECTION: Management, Health & Well-being 22 Energy & Transport 23 Water, Materials, Waste, Land use & Ecology 24 Pollution & Innovation 25

PRECEDENT STUDIES:

Interesting University Designs 09 School of Visual Arts of Oaxaca - Mexico 10 The Thread - Senegal 11 BIQ House - Germany 12 External Facade Investigations 13 Water Reclamation 14

MATERIAL SOLUTION:

HempCrete Products 15-16 Creagh Concrete Solutions & Gypsum Partition Walls 17 U-Value Calculations 18-19 BREEAM CREDIT RESULTS 20 - 21

DESIGN DEVELOPMENT:

Site Layout 01 26 Site Layout 02 27

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FINAL BUILDING REGULATION COMPLIANCE: 69 Applied Document B - Fire Safety Applied Document E - Acoustic Properties Applied Document M - Accessibility Applied Document K - Falling & Collusion Applied Document M & K - Additional Notes

70-74 75-76 77 78 79

References: 80

Design & Development

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FINALISED RESEARCH DEVELOPMENT & DESIGN RESOLUTION. Site Evaluation 04 - 08 Precedent Studies 09 - 14 Material Solution 15 - 19 Environmental Pre-Assessment Solution 20 - 25 Design Development 26 - 27

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Design & Development Document

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Site Evaluation: Site Boundaries & Location - Vehicle Access.

Fig 01 - Existing Siteplan

Fig 02 - Google Imagery DESN220044 Technology & Desigin Studio 02

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Site Evaluation: Site Boundaries & Location - Pedestrian Access. Fig 06

Fig 03

Fig 04

Fig 05

Fig 07

Fig 14

Fig 08 Fig 13

Fig 09

Fig 1 - Showing Vehicle access routes.

Fig 10 Fig 12

Fig 11

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Site Evaluation: Historical Analysis.

Fig 15

Fig 17

Fig 16

Fig 19

Fig 18

Fig 20

Fig 28

Fig 21

Fig 27

Fig 26

Fig 1 - Showing Pedestrain access routes

Fig 25

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Fig 24

Fig 23

Design & Development Document

Fig 22

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Site Evaluation: Flood Risk & Soil Investigation. Potential Flood Risk: Using Nottingham City Flood warning data (Last updated June 29th 2017) •The proposed site around Clarendon & Waverley street is in a NO-FLOOD AREA.

Being at 42-60m above sea-level on a rising slope. A large open area to the north, consisting of the graveyard to allow surface water collection

• The nearest Low Flood area is 825m away located in NG1 7JD. Near to the newly proposed INTU Broadmarsh centre. • One of the more “Higher” Floodrisk areas are located more towards the East, along Triumph Road & the Jubilee Campus.

Potential water build up on site: Using previous site investigations & Engineering feasibility studies; the site suffers greatly from surface runoff & build up of rainwater. Due to hard landscaping features & the Urban environment of central Nottingham. Mainly around the entrance of The “Premier Inn’s” carpark entrance. Fig 29 - Flood Risk data map of Nottingham site (NG1 4BT)

As such, these areas have been noticed to be prone to “Small-Scale“ flood risks and several additional methods should be used or investigated into how to solve the potential problem. • The introduction of SUD systems on-site • The construction of better drainage network

Soil type: The sites primary ground composition consists of a Chester Formation Sandstone bedrock layer. With additional superficial deposits of made up ground, consisting of layers of well compacted sand blinding layers; especially at shallower depths. Historically, Nottingham has an extensive cave network and as such once excavation has begun. Care & caution will need to be undertook to ensure that no accidents upon discovery of an unmapped cave network occurs. (However Nottingham Cave registry, does not have any known data on this specific site or known existence of any caves at present. But probing will still be undertook once, construction begins.) The foundation specification will be developed from a structural engineer’s recommendation based on ground condition surveys & investigations. Trees: Fig 30 - Low-High flood risk data of Nottingham site (NG1 4BT)

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There are 5nr. of undefined trees, positioned on site which are all under Tree Protection Orders (TPO). As such, these come under the conservation act and must be not disturbed during the site construction phase. Design & Development Document

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Site Evaluation: Atmospherics For Temperature averages (Fig 31-32) Showed that average temperature were highest in the Summer and lowest in the Winter months. This would be considered for U-Values, Insulation materials & Passivhaus design, before construction is to begin. For Rainfall (Fig 33) it remained consistent, with only variations in the Summer months. This would be considered when considering waterproofing & rainfall collection methods. Solar paths during both the winter & summer times, can be seen (Figs 34-35) to be behind the existing DICE building. Which could lead onto problems of natural light for the building.

Fig 31 - Average Temperature in Nottingham

Data showed me (Fig 36) that on a yearly average, the winds blow in from a west—south-westerly direction. However the site’s location in-between a built up area; should reduce this effect. Fig 34 - Winter Sunpath for Site.

Fig 32 - Average Temperature in Nottingham - Centigrade & Fahrenheit

Fig 33 - Average Rainfall in Nottingham

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Fig 35 - Summer Sunpath for Site.

Fig 36: Wind distribution direction, for Nottingham area.

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Precedent Studies: Interesting University Buildings.

Fig 37: Jubilee Campus: Advanced Manufacturing Building

Fig 38: NTU - Enterprise Innovation Centre.

“The construction of the Advanced Manufacturing Building on Jubilee Campus has recently completed and connects the campus to Derby road and the adjacent Gatehouse Lodge. The building comprises office space, laboratories and seminar space for the Faculty of Engineering.

“This building will be the new focal point for NTU’s enterprise activities – from supporting start-up companies to commercialising research, advising on intellectual property and offering services to local businesses.

GF Tomlinson constructed the development and the architect was Bond Bryan, with Arup acting as structural and services engineer. Turner & Townsend are project manager and Currie & Brown Ltd are the cost managers.” - UON Estates Development webpage This example from the University of Nottingham’s development on their estate. Is an interesting idea both in shape & design for the site it was located upon. Looking upon our own site, I would think it would be limited to an “L-Shape” type of building and so utilising this as an option, maybe a good example of linear architecture that could be used for our proposed building. As-well as a clean looking facade & basic yet stylish looking landscaping features, all components of this design compliment each other when looked upon; both during the day & the night.

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The £8m, four-storey building will be linked to existing Dryden Centre at the City Campus and will provide the flexible space needed to accommodate entrepreneurs and businesses and will become the new home for the Hive, which is currently based in the University’s Maudslay building.” - NTU News webpage As such this example of NTU’s upcoming estate upgrade & improvement is similar linked to our proposal along Clarendon Street. Being built upon a limited area of site and with challenging topography, this is a good example of how NTU are utilising the existing space within their city campuses and how they are interconnecting both existing structures and syllabus’s together. As this building will be the new “Home” of the HIVE, alongside the Dryden building which also doubles up as a place for Business students to congregate and do work. Which is what we’re are trying to achieve within our new proposed Arts & Humanities centre, nearby to the Chaucer & Dice buildings.

Design & Development Document

Fig 39: The Hive Nanyang Technological University in Singapore.

“The Learning Hub at Nanyang Technological University in Singapore contains 56 rounded tutorial rooms within 12 towers that together form a “hive” for education.” - NTU News webpage By accident I came across this structure looking for NTU buildings and was amazed at what I came across. As this structure, consists of several towers all becoming bigger in diameter as we progress up the structure; accommodating several classrooms & learning spaces. Whilst all looking into an open air & several tiered atrium, that doubles up as a social space. Alongside multiple external green areas located in the nooks & crannies of the structure itself. This to me is what I would aim to try & create, but when looking deeper into this project. Structurally trying to prove it would work as well as being financially available; would prove to of been too difficult.

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Precedent Studies: The School of Visual Arts of Oaxaca / Taller de Architectural - Mexico. As a precedent study, when looking into the potential of using “Earth Rammed” walls that I witnessed at the Centre of Architectural Technology (CAT). I came across The School of Visual Arts of Oaxaca / Taller de Architectural - Mexico. That due to a lack of master-planning during the design phase, resulted in an excess of ground soil wastage & build up. Allowing the designers to utilise this excess soil, to form the external façades as a solid Earth rammed structure. Ensuring that the school with an overall area of 2270.0 m2, could still be built. However with the obvious advantages of utilising Earth Rammed walls being both visually stunning & with excellent thermal/acoustic performance abilities. Using this method within the UK, would require substantial designing to prevent structural failure under our more harsh & maritime climate; when in comparison to the schools location in Southern Mexico.

Fig 40 - Taller de Architectural - Mexico.

As such introducing such methods as below, would be beneficial for this concept of a superstructure or facade element. • Mixing a cement slurry into the loose earth, before insertion into the form work - to aid in structural bonding. • The integration of a steel rod reinforcement cage, much like Reinforced concrete to allow the earth a much firmer structure. • Build a larger roof structure, that overpasses the earth wall; protecting it mostly from the elements. • Apply a rain barrier as a cladding system, but this would remove the aesthetic external appearance.

Fig 45 - Taller de Architectural - Mexico. Technical Detail

When investigating on site, one of the main constraints would of been the removal of the Soil & Hardcore, should we of needed to dig down to maintain sufficient sunlevels to each of the buildings levels. As such, re-utilising this excess soil material, in a possible construction of the structure could of been utilised & would of aided to the BREEAM credits, by reusing existing materials on site & having a negative carbon impact. As such, any removal of earth from site could still be used for earth rammed walls - just on a smaller scale.

Fig 46 - Typical multistorey Earth wall Technical Detail

Fig 41 - Stone ramp & earth bunds.

Fig 42 - Central Courtyard. DESN220044 Technology & Desigin Studio 02

Fig 44 - Possible external facade design/Glass windows Design & Development Document

Fig 43 - Main Auditorium on Concrete pillars

Fig 47 - Typical Reinforced Earth wall Technical Detail Page 10

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Precedent Studies: The Thread - Senegal. Following on using “Earth Rammed” walls, I came across this interesting structure. This cultural centre in Senegal by Japanese architect Toshiko Mori was constructed using exclusively local materials and techniques – and has been recognised in the architecture category of the 2017 AIA Awards.

Fig 48 - The Thread - Senegal.

It uses Earth Rammed wall systems as part of the structure, with a bamboo framed wicker roof system and broken marble pieces for the floor creating a mosaic feature- all using locally sourced materials to create this open flowing design. That allows a large indoor gathering space, for the community & allows workshops to be situated out of the elements. Developed in collaboration with not-for-profit organisations the Josef and Anni Albers Foundation and American Friends of Le Korsa, the facility seeks to encourage unity between the twelve local tribes that use it. The building’s twisting roof shape provides shelter to several enclosed workshop spaces and bedrooms at located at either end for visiting artists/teachers, with a central gathering space flanked on both sides by open-air courtyards. Allowing a rainwater system to be achieved & natural ventilation to happen via the open spaces.

Fig 49 - The Thread - Senegal.

As such, this sort of design could be used as a “Walkway” feature when arriving via Chaucer Building onto the proposed site. Allowing a community hub before entering the main building.

Fig 53 - Concept Ideas for Chaucer Link.

Fig 50 - Central Open-Air courtyard DESN220044 Technology & Desigin Studio 02

Fig 52 - The Thread - Roof Plan

Fig 51 - The Thread - Floor Plan Design & Development Document

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Precedent Studies: The BIQ House - Germany. This precedent study took me to both the “Architectural Museum” in Copenhagen, where I first witnessed this technology in practice within an exhibit & was intrigued into how it could be further developed on a larger scale. As well as to an actual finished example of a structure using Algae cladding panels to create its own self-sufficient & natural energy source for a building.

BIQ Natural, efficient and unique: the BIQ is setting new standards as the first building in the world to have a bioreactor façade. Micro-algae are cultivated in the glass elements that make up its “bio skin”. These are used to produce energy, and can also control light and provide shade. Inside, an innovative living concept is aimed at ensuring maximum design versatility for everyday life, and gives us a glimpse into urban life in the future. With its innovative living concept, futuristic exterior, and “intelligent” algae façade, the BIQ is a highlight of ”The Building Exhibition within the Building Exhibition”. - BIQ House Description As such, including large glass panels on the external facade of the building (All though not attached to the superstructure) these glass panels would allow Algea to grow, via the sun’s natural energy & Photosynthesis to occur, resulting in a number of benefits for the building.

Fig 54 -BIQ Haus - Concept Imagery

1. Algae creates up to 5x as much Biomass, then regular grown vegetation per annum. Allowing a consistent & renewable source of BioFuel to be used within a combined thermal efficient HVAC system for the structure. 2. Can be used as an additional thermal energy during the winter months, via the additional biomass created in the summer “Growing” months or by utilising the sun’s thermal properties and stored in external batteries on site (possibly within the Plant room). 3. Would allow additional by-products to be created (Oils & RnD for food/Cosmetic industry) and could be used as additional financial schemes for the building. 4. When placed along the South-East & South-West Solar paths, this system would allow additional forms of Acoustic Protection Solar Shading Improved Thermal properties, using a Passive-Haus strategy. Implementing this concept onto my final design would however be very costly initially, during the construction phase. However, once implemented the prolonged usage of these panels would outweigh the long term cost of installation and if they were to be installed on the south-facing façades; they would be able to consistently receive solar energy throughout the year. As such, perhaps just installing them on the South-East & South-West façades, may be a more feasible option. Fig 55 -Algae Panels at work.

Fig 56 -BIQ Haus (As Built.)

SPECIFICATIONS Beginning of construction:

PRIZES AND AWARDS Prize winner in the competition 'Land of Ideas' – 'Ausgezeichnete Orte im Land der Ideen' 2013/14

December 2011

Completion:

April 2013

Project costs:

Approx. 4,5 Mio. Euro

3rd prize in the 'Deutsche Fassadenpreis 2013' in the category 'special prize' (remarkable artistic design)

Property size:

839 sqm

Zumtobel Group Award 2014 in the category "Applied Innovations"

Gross floor area:

Approx. 1,350 sqm

Sizes of units:

50 – 120 sqm

Energy standard:

Passive-house standard

Energy supply: Integrated Energy Network Wilhelmsburg Central

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Design & Development Document

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Precedent Studies: Interesting Cladding Ideas.

Fig 57: The Black Diamond - Copenhagen.

Fig 58: NUAST - Nottingham Academy for Science & Technology.

Fig 59: Na-View Architectural Cladding.

This example of the The Black Diamond library, located on the waterfront of Copenhagen’s capitol. Is an interesting idea both in shape & design for the site it was located upon.

This example of a former Firestation located on Dunkirk roundabout in Lenton, Nottinghamshire.

This example of is a good way of maintaining solar-shading along the entire façade’s front. But without totally blocking out the possible solar gain.

Opposite this location, is a new housing development that was being built on the eastern banks of the harbour. It looked over this scene but because of the reflective glass panels, It portrayed its surroundings on the external facade rather than a blank-matte texture. Allowing the occupants on the opposite side of the river, to in a sense have a “Moving Facade” that would change with the weather and the people of Copenhagen’s harbour.

Is a good example, of how a small, limited site along a busy road could be drastically changed from its original redbrick facade; of which had been there many years. Into a new & modern looking facility, for Science and Technology in Nottingham. The basic colours, all contrast & combine together effectively. To create a standoff-ish appearance. With a sleek & modern look, to help portray the image of the building. With a large north facing curtain wall system, to allow natural light into the building.

The cladding panels, can be perforated aluminium to represent any shape or design, so could be designed by the students to incorporate a design which is fitting to their needs and values. Allowing a form of creativity to the external facade, rather than a generic one-colour facade, that would face the general public everyday.

As it is still a very busy waterway, consisting of tourism, water taxis & small cargo ships ferrying through the channel. It had a clean looking facade & a stylish hard landscaping features, all components of this design complimented each other and (In my opinion) when looked upon; resembles Copenhagen’s nautical history and can be linked to a rock-like feature, situated along the shoreline.

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Precedent Studies: Water Reclamation As a centre piece for a potential Bio-Philiac design; I investigated into the “Garden by the Bay” in Singapore, where man-made trees are incorporated into the urban environment to reintroduce Flora & Fauna, as well as creating a better area to live; for the cities inhabitants & tourists. The steel framed trees incorporate Solar Photovoltaic cells, that allow the structure to be lit up at night and create a “Wonderland theme” environment (Fig 61). It also allows a rainwater collection system to be installed internally, which aids the plant life growing vertically up the framework.

Fig 60 - Man Made Trees - Singapore.

Additionally, as a quirky form of rainwater drainage via my proposed structures. Looking towards, Berlin’s methods of a “Sustainable Urban Drainage” system. The city is built essentially on a swamp, with the river Spree running through the centre & the water table (in some areas) being as little as 2 metres below ground level. Fig 62 - Pink Pipes - Berlin.

Although, the site is on higher ground & not prone to flooding. The concept of viable drainage pipes, running from the surrounding structure’s roofs to the “man made trees” could be a interesting feature; if done correctly & in an artistic way; much like how the designers have done in Berlin.

This concept could be utilised, if only on a smaller scale, due to the site constraints and could heavily utilise scrap metal or disused timber from either maudsley workshops or from the “Remains“ of Trent House. This could also be used in the DICE - Chaucer Connection path, with a proposed BioPhilic structure.

As such, a vast mechanical pumping system removes excess water from the saturated ground & transfers it back to the River Spree.

Fig 63 - Pink Pipes - Berlin.

As such, the existing drainage on site; could be reused for this method. (Fig 65)

Fig 61 - Man Made Trees - Singapore.

Fig 64 - Samller Concept Designs. DESN220044 Technology & Desigin Studio 02

Fig 65 - Proposed Concept 01. Design & Development Document

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Material Selection: Hemp Bricks & Hempcrete.

Fig 66 - Iso Hemp, Distrubution Centre

Fig 67 - Iso Hemp, Blockwork.

Fig 68 - IsoHemp RC Lintels.Fact sheet

Whilst looking for suitable materials for this project, I came across “IsoHemp” a Belgium Company that manufactures & specialised in Hemp concrete/block work products; with a large distribution network cover spread over North West Europe. Luckily there is a distribution depot located in Chesterfield, only 27 miles away from the site located in Nottingham; allowing a 40 minute transit time for the products to arrive on site. As such, utilising Hemp based products as part of the external facade amongst a structural frame (Such as Insitu / Pre cast Concrete or Steel Beams.) Would negate a traditional wall build-up, allowing a singular product to be bought onto site, placed into the superstructure & then appropriately rendered with both internal & external surface finishes.

Fig 69 - IsoHemp RC Lintels.

However if the “Hempro System” was to be used, this would allow an Insitu concrete beam & column system to be poured using the specific U-Beam blocks as a cast (see Fig 69 & 70). Creating a quicker & more homogeneous wall system to be created. As such, some of the benefits of a using Hemp Block work are as shown: Strong thermal and acoustic insulation - That provides better living & environmental quality within the building. Natural humidity regulation - Due to the porous nature of the material, it absorbs excess humidity within the structure safely. Reduces Co2 within the building - Natural material absorbs Co2 breathed out by the human inhabitants. - Is a natural by-product & has no waste carbon footprint during manufacture. Flexible design - Can be incorporated into any facade or structure. & can be cut to accommodate services Long-term durability - Provided it has been rendered against the elements. Easy to work with - Easier to cut than masonry/concrete products; to fit or to allow service installation. Great choice of finishing options : Masonry brickwork. Rough cast lime/plaster render. Cladding systems can be utilised & attached straight onto the block work.

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Fig 70 - Typical Section Iso Hemp frame.

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Material Selection: Hemp Bricks & Hempcrete.

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Material Selection: Creagh Concrete & British Gypsum.

CREAGH Concrete Solutions: This concrete manufacture located in Hoveringham, Nottingham. Provides a number of key components for my structural frameworks design along with key elements for the completion of all levels & their accessibility. : PCC Beams PCC Columns PCC stair-cores & landings Hollowcore flooring systems

Fig 71 - Typical Beam & Column System

It would also be able to specify to a Structural Engineer’s design & specifications, the requirements needed for my: Pile cap foundations. Pile foundation columns. Structural roofing slab, for my green roof construction component.

Fig 72 - Typical PCC Staircore system

As such, with being a local manufacture. The delivery time & cost for logistics would be kept to a minimum; as well as any discrepancies when on site.

British Gypsum. Utilising British Gypsum’s white book selection tool. I utilised this to choice my internal walls & propriety ceiling systems to use in my project. CasoLine MF propriety ceiling system. Gypframe I-stud partition wall system. And specified the best materials to achieve the following requirements of: Acoustic insulation. Thermal insulation. Fire Protection ratings.

Fig 73 - Typical suspended cieling system

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Fig 74 - Typical gypframe Int’ wall system

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Material Selection: U-Value Calculations U-Value Calculation Sheet Spartan Construction & Design

Project: Strucutre:

Professionalism from Start to Finish.

U-Value Calculation Sheet

Arts & Humainties Department Proposed Building. External Wall

DWG REF:

Main Semester Project

Spartan Construction & Design

Job Ref: Calc Sheet No. 01 of 04 Checked By: Date: NA 23/05/2019

Project: Strucutre:

Professionalism from Start to Finish.

Arts & Humainties Department Proposed Building. Ground Floor

DWG REF:

Main Semester Project

Job Ref: Calc Sheet No. 02 of 04 Checked By: Date: NA 23/05/2019

Surface Resistance - Rse and Rsi From Table 1 BS EN 6946 & Cavity Rcav From Table 2

Material Conductivity - k From B'Regs App Doc L1 2013, Table A19 (or manufacturers literature preferred)

R for materials = t/k (t in metres)

U = 1/Rtotal

U-Value Calculation Sheet Element

U = 1/Rtotal

U-Value Calculation Sheet Size (m)

Internal Surface

Ref Rsi

Comments

Element

0.130

Table 1. BS 6946

Internal Surface

Size (m)

Ref Rsi

Comments

0.170

Table 1. BS 6946

GlasRoc F MultiBoard

0.006

0.300

0.020

k From Manufacturer

FloorBoards

0.015

0.130

0.115

Table A19 2013

GlasRoc F -Firecase

0.013

0.300

0.042

k From Manufacturer

Screed

0.050

0.410

0.098

Table A19 2013

GlasRoc F -Firecase

0.013

0.300

0.043

k From Manufacturer

KS Thermafloor TF70

0.150

0.022

6.818

K from Manufacture

ISOhemp Blockwork

0.300

0.071

4.225

k From Manufacturer

0.125

Table A19 2013

0.150

0.071

2.113

k From Manufacturer

R4 Rse

0.093

ISOhemp Blockwork

Concrete Slab External Surface

1.350

0.040

Table 1. BS 6946

GlasRoc F MultiBoard

0.013

0.300

0.042

k From Manufacturer

Thickness of Ground Floor

0.340

GlasRoc F MultiBoard

0.013

0.300

0.042

k From Manufacturer

GlasRoc F MultiBoard

0.006

0.300

0.020

k From Manufacturer

air gap

0.125

0.180

0.694

Table 2. BS 6946

KS Quadcore Panel.

0.050

0.380

0.132

k From Manufacturer

0.040

Table 1. BS 6946

Rse

External Surface Thickness of Ext' Wall

Total

0.688

7.542

U-Value

Total

7.334

U-Value

0.14

Rsi Floorboards (R1) Screed Layer (R2)

0.13

KS Tthermafloor TF70 (R3) Concrete Slab (R4)

Rsi

Rse

Wall Finishes Buildup (R1) Isohemp Wall (R2) Wall Finishes Buildup (R3) Air Gap (R4) KS Quadcore Panel (R5) Rse

CONCLUSION: The U-Value calculated has turned out to be 0.14 to the 0.25 W/m2K minimum recommendation required by BR App Doc L1-A 2013 (2016 Amended) .Table 02 Therefore this will work and also achieves Passivhaus standards of 0.15 W/m2K . .

CONCLUSION:

The U-Value calculated has turned out to be 0.13 to the 0.30 W/m2K minimum recommendation required by BR App Doc L1-A 2013 (2016 Amended) .Table 02

Design & Development Document

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Material Selection: U-Value Calculations U-Value Calculation Sheet

U-Value Calculation Sheet Spartan Construction & Design

Project: Strucutre:

Professionalism from Start to Finish.

Arts & Humainties Department Proposed Building. Roof Construction

DWG REF:

Main Semester Project

Spartan Construction & Design

Job Ref: Calc Sheet No. 03 of 04 Checked By: Date: NA 23/05/2019

Project: Strucutre:

Professionalism from Start to Finish.

Arts & Humainties Department Proposed Building. External Wall - Windows

DWG REF:

Main Semester Project

Job Ref: Calc Sheet No. 04 of 04 Checked By: Date: NA 23/05/2019

Surface Resistance - Rse and Rsi From Table 1 BS EN 6946 & Cavity Rcav From Table 2

Material Conductivity - k From B'Regs App Doc L1 2013, Table A19 (or manufacturers literature preferred)

R for materials = t/k (t in metres)

U = 1/Rtotal

Size (m)

Ref

Rsi

Internal Surface

R 0.100

Element

Comments Table 1. BS 6946

Internal Surface

Ref Rsi R1

Plasterboard

0.013

0.250

Table A19 2013

K-Line Window

KS ThermaRoof TR24

0.100

0.025

4.000

K from Manufacture.

44.2s + 4 TBE / WE 10 argon /55.2s

Air gap

0.075

0.180

0.417

Table 2. BS 6946

External Surface

Concrete

0.250

1.350

0.185

Table A19 2013

Thickness of Window

KS ThermaRoof TR24

0.100

0.025

4.000

K from Manufacture.

Aggregate

0.060

0.200

0.300

Table 2. BS 6946

Vegatation Layer

0.150

1.000

0.150

Not Known.

0.040

Table 1. BS 6946

Rse

External Surface Thickness of Green Roof

U = 1/Rtotal

U-Value Calculation Sheet

U-Value Calculation Sheet Element

Total

0.748

9.442

U-Value

Size (m) 0.113

k 0.150

Rse Total

0.113

Comments

0.130

Table 1. BS 6946

0.753

k From Manufacturer

0.040

Table 1. BS 6946

0.923

U-Value

1.08

0.11

Rse Vegatation Layer (R7) Aggregate (R6) Rsi

KS ThermaRoof TR24 (R5) Concrete Slab (R4)

K-Line Window System (R1)

Air Gap (R3) KS ThermaRoof TR24 (R2) Plasterboard (R1) Rsi

Rse

CONCLUSION: CONCLUSION:

The U-Value calculated has turned out to be 0.11 to the 0.20 W/m2K minimum recommendation required by BR App Doc L1-A 2013 (2016 Amended) .Table 02

The U-Value calculated has turned out to be 1.08 to the 2.00 W/m2K minimum recommendation required by BR App Doc L1-A 2013 (2016 Amended) .Table 02

Therefore this will work and also achieves Passivhaus standards of 0.15 W/m2K .

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Craig Gregory: N0726862

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Environmental Resolution: BREEAM Selection Results Credit Issue Management Man 01 Project brief & design. Man 02 Life cycle cost & service life planning. Man 03 Responsible construction practices. Man 04 Commisioning & handover Aftercare Man 05 Health & Wellbeing Hea 01 Visual comfort Indoor air quality Hea 02 Thermal comfort Hea 04 Acoustic performance Hea 05 Security Hea 06 Safe & healthy surrondings Hea 07 Energy Reduction of energy use & carbon emissions Ene 01 Energy monitering Ene 02 External lighting Ene 03 Low carbon design Ene 04 Energy effcient cold storage Ene 05 Energy effcient transportation systems Ene 06 Energy effcient laboratory systems Ene 07 Energy effcient equipment Ene 08 Transport Transport assessment & travel plan Tra 01 Sustainable transport measures. Tra 02 Water Water consumption Wat 01 Water monitering Wat 02 Water leak detection Wat 03 Water efficent equipment Wat 04 Materials Building life cycle assessment (LCA) Mat 01 Environmental product declaration Mat 02 Responsible scourcing of construciton products Mat 03 Design for durability & resiliance Mat 05 Material efficiency Mat 06 Waste Constructive waste management Wst 01 Use of recycled & sustainably scourced aggregates Wst 02 Operational Waste Wst 03 Speculative Finishes (Office only) Wst 04 Wst 05 Adaptation to climate change Design for dissembly & adaptabilty Wst 06

DESN220044 Technology & Desigin Studio 02

Credits Available

Credits Achieved

Section Total

Total Availble for Section

% of credits achieved

Category weighting (Fully Fitted)

Section Score (%)

4 4 6 4 3

100

0.11

6 4 3 4 1 2

4 2 3 3 1 2

0.14

10.5

13 2 1 3 2 3 5 2

9 1 1 3 0 2 0 2

51.61

0.16

8.26

2 10

2 9

91.67

0.10

9.17

5 1 2 1

3 1 2 1

77.78

0.07

5.44

7 1 4 1 1

0 0 4 1 1

42.85714

0.15

6.428571

5 1 1 1 1 2

100

0.06

Design & Development Document

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Environmental Resolution: BREEAM Selection Results Credit Issue Land use & Ecology Site selection. Le 01 Identifying & understanding risk/opportunities of the project. Le 02 Managing negative impacts on ecology . Le 03 Change & enhancement of ecological value. Le 04 Long term ecology management & maintence. Le 05 Pollution Impact of refrigerants. Pol 01 Local air qaulity. Pol 02 Flood & surface water management. Pol 03 Reduction of night time light pollution. Pol 04 Reduction of noise pollution. Pol 05 Energy Project brief & design. Man 01 Responsible construction practices. Man 03 Visual comfort Hea 01 Indoor air quality Hea 02 Hea 06 Security Reduction of energy use & carbon emissions Ene 01 Water consumption Wat 01 Building life cycle assessment (LCA) Mat 01 Responsible scourcing of construciton products Mat 03 Constructive waste management Wst 01 Use of recycled & sustainably scourced aggregates Wst 02 Adaptation to climate change Wst 05 Identifying & understanding risk/opportunities of the project. Le 02 Change & enhancement of ecological value. Le 04 Flood & surface water management. Pol 03

BREEAM Section

Credits Achieved

Management 21 Health & Well 15 being Energy 16 Transport 11 Water 7 Materials 6 Waste 11 Land Use & 12 Ecology Pollution 12 Inovation 0 Final BREEAM Score BREEAM Rating

Credits Availble 21

Credits Available

Credits Achieved

Section Total

Total Availble for Section

% of credits achieved

Category weighting (Fully Fitted)

Section Score (%)

2 2 3 4 2

2 2 2 4 2

92.30769

0.13

3 2 5 1 1

100

0.08

0.00

0.10

0.00

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Category % of weighting Section credits Score (%) (Fully achieved Fitted) 100.00 0.11 11.00

75.00

0.14

10.50

31 12 9 14 11

51.61 91.67 77.78 42.86 100.00

0.16 0.10 0.07 0.15 0.06

8.26 9.17 5.44 6.43 6.00

92.31

0.13

12.00

12 15

100.00 0.00

0.08 8.00 0.10 0.00 76.80% Excellent

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BREEAM SCORE

BREEAM Scores.

BREEAM SCORE

Over the following pages, I attempted to show how my Pre-Assessment for BREEAM was achieved & the methods I implemented to do so.

35 31 30

NUMBER OF CREDITS

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25 21 21

20 15 10

15 9

12 7

14 11 11

15 12 12

Indicating the points & credits that were considered to achieve the rating of: Excellent 76.80%

5 0

Credits Achieved

Design & Development Document

Credits Availble

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Environmental Resolution: BREEAM Credit Selection . Management:

Health & Well being:

Project Brief & Design. - Suitable SME will implement the below at the design stages. Project delivery planning Stakeholder consultation (interested parties) BREEAM AP (Concept Design) BREEAM AP (Developed Design)

(4 Credits)

Life Cycle cost & Service Life Planning. Elemental Life Cycle Cost (LCC) Component level LCC options appraisal Capital cost reporting

(4 Credits)

Responsible construction practices. (6 Credits) Environmental management The Environmental Management Strategy must: Be third party certified, to ISO 14001: 2015(10), EMAS (EU Eco-Management and Audit Scheme) or equivalent standard; OR In compliance with BS 8555: 2016

BREEAM Advisory Professional (site) Responsible construction management Will achieve the requirements as stated in table 4.1, pg 52 BREEAM new construction. An additional six requirements will be achieved & implemented by the PM/CM. Monitoring of construction site impacts Commissioning & Handover. (4 Credits) Commissioning - testing schedule and responsibilities Commissioning - design and preparation Testing and inspecting building fabric Handover - distribution of technical guides After care. (4 Credits) After-care support for a duration of the buildings Lifecycle. Commissioning - implementation Post-Occupancy Evaluation (POE) from a relevant & qualified SME.

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Visual Comfort. (4 Credits) Glare control strategy is installed in affected areas of high sunlight. Achieve a minimum of 80% good practice daylight factors in all rooms. View out - 95% of Floor area has a view out. Lighting levels, zoning & control. Internal - SLL Code for Lighting 2012 & CIBSE Lighting Guide 7 External - BS 5489-1:2013 & BS EN 12464-2:2014 Indoor air quality. (2 Credits) Ventilation plan implemented to relevant standards; manufactured by Kingspan. Post construction indoor air quality measurement. (ISO 16000)

Thermal Comfort. - PassivHaus strategies implemented & Underfloor heating Thermal modelling using software to CIBSE AM1 1(79) Design for Future Thermal comfort. - Passivhaus Material selection Thermal zoning & controls - Electronic systems to detect variations in weather.

(3 Credits)

Acoustic Performance. (3 Credits) All areas to achieve “Section 1 of BB93.” Security - Suitable SME will implement the below at the design stage. (1 Credit) A Suitably Qualified Security Specialist (SQSS) conducts an evidence-based Security Needs Assessment (SNA)during or prior to Concept Design (RIBA Stage 2 or equivalent). Safe & Healthy Surroundings. (2 Credits) Safe access Pedestrian, Bicycle & Car segregated routes Bike access only, via a secure key fob system from Clarendon Street. Drop-Off & delivery point via Vehicle access route on Clarendon Street. Pedestrian access only via the Existing Chaucer buildings route. Drop off points for people & delivery goods vehicles Located in front of main reception area. Outside/Breakout spaces Several located on accessible roof areas. Main interconnecting courtyard between reception area & educational facilities. Green Breakout space located in previous car parking facilities between DICE & Chaucer buildings - Zen / Peace garden.

Design & Development Document

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Environmental Resolution: BREEAM Credit Selection . Energy Efficient equipment (2 Credits) 1 Identify the building’s unregulated energy consuming loads. 2 Identify the systems or processes that use a significant proportion of the total annual un-regulated energy consumption of the building. 3 Demonstrate a meaningful reduction in the total annual unregulated energy consumption of the building.

Energy:

Reduction of energy use & carbon emissions. (9 Credits) Using building materials that exceed the current BR U-value ratings Using said materials that result in a low carbon manufacture costing. (Hemp Blockwork) Utilising materials that will allow a “PassivHaus” thermal rating, thus reducing energy costs of the building’s life cycle. Transport: Utilising SME to predict operational energy consumption (4 Credits) Energy design workshops. Energy modelling during & post construction. Report predicted energy consumption targets Risk assessments for design,technical & process risks throughout construction. Energy monitoring. (1 Credit) Sub-metering of end-use categories, to record energy usage. To be installed on all floors to monitor energy consumption throughout life cycle. External lighting. (1 Credit) External light fittings within the construction zone with: a. Solar PV cells, that would turn on during night time hours Bio Tree located in central courtyard & Peace garden. b. Average initial luminous efficacy of not less than 70 luminaire/lumens per circuit Watt c Automatic control to prevent operation during daylight hours Must be implemented via manual switch. (0700 - 2000) d Presence detection in areas of intermittent pedestrian traffic. During after hours (2000 - 0700) Low carbon design. (3 Credit) Passivhaus Design All external areas achieve Passivhaus ratings. Free Cooling strategy. Suitably ventilation strategy via curtain walling Large openings allowing natural ventilation to occur. K-line & Curtain walling system by Pilkington. Low and zero carbon technologies ISO-hemp bricks, all natural materials farmed from Hemp by-products. Energy Efficient transportation systems (2 Credits) Report & specify on energy consumption of regular lifts. Utilise “Kone EcoSpace” magnetic lift systems Specify energy saving methods for these lifts, including lighting & variable speed options The use of utilising a “Magnetic Regenerative Drive” to remove the need for a plant room.

Transport assessment & Travel plan.

(2 Credits)

Site Specific travel assessment covering: Travel patterns from site’s users (Past & Present) Predicated Travel patterns & transport impacts, concerning the future building. Current local environment for pedestrians/cyclists & age related of site users. List of local amenities & distance from site. Disabled access to the site & building. Calculation of existing public transport Accessibility Index Current facilities for Cyclists. Site Specific Travel assessment plan providing a long term management strategy: Encouraging sustainable travel methods. Involvement of the Building occupier. Travel plan, to be implemented & supported by the Building Management when in post-production operation. Sustainable transport measures. Sustainable Transport Measures: (11 Credits) Option 3 - Provide public information system, as part of a “Smart Cities” prerogative within the building, in conjunction with local council. Active Transport Measures: Option 6 - Development of existing cycles & pedestrian routes to the site. Option 7 - Cycle storage installation. Option 8 - Provide cyclist facilities (Shower & Changing rooms) Option 9 - Access to within 500m of existing amenities. Food Outlets. Access to cash outlet. Sports & Leisure facilities. Option 10 - Access to within 500m of three proposed amenities. Proposed cafe/food outlet. Outdoor green spaces. Community Facility.

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Design & Development Document

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Environmental Resolution: BREEAM Credit Selection . Water:

Waste:

Water consumption. (3 Credits) Improvement of 40% by including low flow technology. Duel Flush systems Pressure assisted systems. Could be utilised via C02 emissions from Algae panels. Grey water & Rainwater collection systems to be gravity fed to lower levels, via water collection tanks located in service areas behind public conveniences. Grey-water systems in compliance with BS 8525-1:2010 Grey-water systems Rainwater systems in compliance with BS EN 16941-1:2018

Construction Waste management. (5 Credit) – Improving resource efficiency through developing a pre-demolition audit and a Resource Management Plan

Water monitoring. (1 Credit) The installation of water meters on site. Facilities Manager in a centralised office with access to all water monitors. Water leak detection. (2 Credits) The installation of a “Water leak detection” system on site. The installation of “Flow control devices” on site. Water efficient equipment. (1 Credit) Identifying all water demands - not listed in water efficiency calculations. Identify systems or processes to reduce relevant water demand. Via good practice or Design specification.

Operational waste. (1 Credit) –Encouraging the diversion of operational waste form landfill through the provision of space and facilities allowing the segregation and storage of recyclable waste. Speculative finishes (Office only). (1 Credit) – Specification of floor and ceiling finishes only where agreed with the occupant, that are in line with this BREEAM category. Adaptation to climate change. (1 Credit) - Conduct a climate change adaptation strategy appraisal for building’s lifecycle Design for disassembly & adaptability. (2 Credit) Conduct a study to explore the ease of disassembly and the functional adaptation potential of different design scenarios By the end of Concept Design. Develop recommendations or solutions based on the study, during or prior to Concept Design, that aim to enable and facilitate disassembly and functional adaptation.

Land use & Ecology:

Materials: Environmental impacts from construction products - Building LCA Environmental impacts from construction products - EPD

Use of recycled & sustainable sourced aggregates. (1 Credit) – Encouraging the use of recycled or secondary aggregate or aggregate types - Aggregates to be reused in landscaping where needed to build-up levels.

(7 Credits) (1 Credit)

Responsible sourcing of construction products. (4 Credits) Enable the process of sustainable material procurement by the design team before construction. Several locally sourced materials used in Superstructure & decking pieces - CREAGH, Nottingham External Façades - IsoHemp, Chesterfield. Designing for durability & resilience (1 Credit) Installation of suitable barriers within car parking area, within 1m of the building. Suitable “Sacrificial material” applied to main structure in-case of damages Weather degradation & Vandalism. Rooftop access to allow cost effective cleaning/repair in the buildings design. Roof design, to prevent water damage, ingress & detrimental ponding.

Site selection. (2 Credits) Site location on previously occupied & contaminated land Identifying & understanding the risks & opportunities for the project. (2 Credits) Ecologist route (Route 2) Managing negative impacts on ecology. (2 Credits) Ecologist route (Route 2) Change & enhancement of ecological value. (4 Credits) Ecologist route (Route 2) Long term ecology management & maintenance. (2 Credits) Planning, liaison, data, monitoring and review management and maintenance Landscape and ecology management plan (or similar) development The implementation of “Wild Gardens“ & Bee hives / Nesting Boxes

Material efficiency. (1 Credit) At the start of the Preparation, Brief & Design stages. Targets to be set & reported on for all opportunities & methods That would optimise the use of materials. Design & Development Document DESN220044 Technology & Desigin Studio 02

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Environmental Resolution: BREEAM Credit Selection . Pollution: Impact of Refrigerants. (3 Credits) No refrigerant use Local air quality. (2 Credits) All heating and hot water is supplied by non-combustion systems. For example, only powered by electricity or renewable systems. Or emissions from all installed combustion plant that provide space heating and domestic hot water do not exceed the levels set in Table 12.4 and Table 12.5 (BREEAM specification). Flood & surface water management. (5 Credits) Flood resilience Low flood risk area Surface water run-off 30% improvement in surface water drainage Implementation of SUD systems around site & water collection systems Surface Water Run-Off - Volume Site will not be flooded. Allowances for up to 100 years & climatic variations Minimising watercourse pollution No viable watercourse nearby, only man made drainage services. Reduction of night time pollution. (1 Credit) If safety or security lighting is provided and will be used between 23:00 and 07:00, this part of the lighting system complies with the lower levels of lighting recommended during these hours in Table 2 of the ILP guidance notes. Reduction of noise pollution. (1 Credit) Where there are noise-sensitive areas within the assessed building or noise-sensitive areas within 800 m radius of the assessed site, a noise impact assessment compliant with BS 4142:2014(228)

Innovation:

Outside of the main entrance, I included “Anti-Vehicle“ barriers as part of the requirements for security & BR App Doc K. These would additionally double up as external seating areas.

I included a cycle lane, leading onto bike-storage facilities. To accommodate for the Transportation section of BREEAM & also to encouraging a cycle initiative to work/study.

As part of the Land use & Ecology aspect of BREEAM. I included several greenspace roofs that would allow natural wildlife to flourish without human interference & minimal risk to their own existence. Due to a lack of natural predators, like in the wild.

Ene 01 - Reduction of energy use & carbon emissions. Pol 03 -Flood & surface water management.

The above may of been potentially achieved, however without a professional BREEAM assessment, this can not be achieved for now. However I believe, that if the correct data had been implemented & achieved, these two categories could of been met.

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Design & Development Document

I also attempted to create an aspect for “Health & Well-being“. By creating a “Zen-Garden“ located along the Chaucer walkway to DICE building. Allowing a calm area for individuals to use as a breakout space.

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Design Development:

Site Layout 01.

For this layout, I wanted to do a mass cut & fill for the site creating a lower level and courtyard area for the new building. It would of included access ramps & a lower building height that would allow greater sunlight onto the site - which would of been problemtic due to the DICE building along the SE- SW sun path. Tutors offices (02) would be located nearby to the newly relaid retaining wall & a three tier classroom structure (01) would be overlooking the central courtyard.

Fig 75: Site Layout - Level 01

DESN220044 Technology & Desigin Studio 02

Fig 76: Site Layout - Level 02

Design & Development Document

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Design Development:

Site Layout 02.

Fig 77: Site Layout - Level 01

For this layout, I wanted to do create a vehicle access path running through the site. For delivery & emergency access. Creating two separate buildings. 1. Being the lecture hall with IT & study suites. 2. Being the main learning & faculty facility. It would of included access ramps & a lower building height that would allow greater sunlight onto the site - which would of been problematic due to the DICE building along the SE- SW sun path. With a central stone courtyard that would be Wheelchair friendly.

Fig 78: Site Layout - Level 02 Fig 79: Site Layout - Level 02

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Design & Development Document

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FINALISED TECHNICAL RESOLUTION. Drawing Issue sheet 29 Location Master-plan 30 Proposed Site Plan 31 Proposed Foundation Plans 32 - 33 Proposed Floor Plans 34 - 38 Proposed Roof Plan 39 Proposed Technical Sections 40 - 42 Proposed Technical Details 43 - 45 Proposed Staircell Plan 46 Proposed Elevations 47 - 50 Door & Window Schedules 51 - 56 Fire Strategy Plans 57 - 61 M&E Strategy Plans 62 - 66 Rendered Images 67 - 68

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Design & Development Document

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SPARTAN DESIGN & CONSTRUCTION

Unit 258, "Creative Name" industrial Estate, Nottingham, NG1 4ED SDC = Company Initials

DRAWING ISSUE SHEET Main Semester Project - Arts & Humanities development.

DD DATE

PROJECT

MSP - A101 - 2019

PROJECT NO: CLIENT

Nottingham Trent Universtity. - Marc Preite. SCALE (1:)

ISSUED BY SIZE

2019

CJG

DRAWING NUMBER

DRAWING TITLE

LAST REV

SDC-AT-C-MSP-C001

Location Plan

1000

SDC-AT-C-MSP-C002

Proposed Site Plan

500

Xs Xs

SDC-AT-C-MSP-C003

Proposed Foundation Plan 01

200

SDC-AT-C-MSP-C004

Proposed Foundation Plan 02

200

SDC-AT-C-MSP-C005

Proposed Floor Plan - Level 00

200

SDC-AT-C-MSP-C006

Proposed Floor Plan - Level 01

200

SDC-AT-C-MSP-C007

Proposed Floor Plan - Level 02

200

SDC-AT-C-MSP-C008

Proposed Floor Plan - Level 03

200

SDC-AT-C-MSP-C009

Proposed Floor Plan - Level 04

200

SDC-AT-C-MSP-C010

Proposed Roof Plan

200

SDC-AT-C-MSP-C011

Proposed Section A-A

100

SDC-AT-C-MSP-C012

Proposed Section B-B

100

SDC-AT-C-MSP-C013

Proposed Perimeter Technical Section

SDC-AT-C-MSP-C014

Technical Details - Detail A - F

As Shown

SDC-AT-C-MSP-C015

Technical Details - Detail G - L

SDC-AT-C-MSP-C016

Technical Details - Detail M - O

SDC-AT-C-MSP-C017

Staircase Plans & Sections

As Shown

SDC-AT-C-MSP-C018

Proposed North Elevations

200

SDC-AT-C-MSP-C019

Proposed East Elevations

200

SDC-AT-C-MSP-C020

Proposed South Elevations

200

SDC-AT-C-MSP-C021

Proposed West Elevations

200

SDC-AT-C-MSP-C022

Proposed Door Schedule 01

SDC-AT-C-MSP-C023

Proposed Door Schedule 02

SDC-AT-C-MSP-C024

Proposed Door Schedule 03

SDC-AT-C-MSP-C025

Proposed Window Schedule 01

SDC-AT-C-MSP-C026

Proposed Window Schedule 02

SDC-AT-C-MSP-C027

Proposed Window Schedule 03

SDC-AT-S-MSP-S001

Fire Strategy Plan - Level 00

200

SDC-AT-S-MSP-S002

Fire Strategy Plan - Level 01

200

SDC-AT-S-MSP-S003

Fire Strategy Plan - Level 02

200

SDC-AT-S-MSP-S004

Fire Strategy Plan - Level 03

200

SDC-AT-S-MSP-S005

Fire Strategy Plan - Level 04

200

SDC-AT-M-MSP-M001

ME Strategy Plan - Level 00

200

SDC-AT-M-MSP-M002

ME Strategy Plan - Level 01

200

SDC-AT-M-MSP-M003

ME Strategy Plan - Level 02

200

SDC-AT-M-MSP-M004

ME Strategy Plan - Level 03

200

SDC-AT-M-MSP-M005

ME Strategy Plan - Level 04

200

Letter = Drawing Revision

ISSUED TO: PLANNING DEPARTMENT

CLIENT

QUANTITY SURVEYOR

PROJECT MANAGER

STRUCTURAL ENGINEER

M&E ENGINEERS

TRANSPORT

ACOUSTIC CONSULTANT

N = Number of prints Ne = Negative Xs = Issue Sheet Only Di = Disk Issue eM = eMail F = FTP site

STATUS

PR = Preliminary AC = Approval Comments IN = Information P = Planning FC = Fire Certificate T = Tender C = Construction R = Requested

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Design & Development Document

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CJ G. 45 83

Drawing Status

55 97

Pre-Tender

Measurement

Site

Tender

As Built

Contract

2. ALL CONCRETE COMPONENTS ARE TO BE MANUFACTURED & DESIGNED BY CREAGH CONCRETE SOLUTIONS. 3. ALL REINFORCED CONCRETE BEAMS ARE TO BE DESIGNED BY PQE TO BS 8500 & 8666 STANDARDS 300 x 300mm THICK

4. ALL REINFORCED CONCRETE COLUMNS ARE TO BE DESIGNED BY PQE TO BS 8500 & 8666 STANDARDS 300 x 300mm THICK

34 09

1. ALL LEVELS ARE IN METRES.

5. SAME BEAM & COLUMN LAYOUT IS TO BE APPLIED FOR LEVELS 1-3. WITH THE EXCEPTION OF THE LEVELS 0 & 4.

6. ALL GROUND BEAMS ARE TO BE 900 x 450mm THK TO BS 8500 & 8666 STANDARDS & DESIGNED BY PQE

C - 012

46 52 50 27

7. ALL PILE CAPS ARE TO BE 1m x 1mx 0.9m TO BS 8500 & 8666 STANDARDS & DESIGNED BY PQE

53 47

8. ALL PILE FOUNDATIONS ARE TO BE DESIGNED & SPECIFIED BY PQE

9. SUBJECT TO GROUND INVESTIGATION STUDIES.

49 99

SITE PREPERATION: 10. 1200mm WIDE AREA TO BE PROVIDED FOR WORKSPACE, BEFORE BEING BACKFILLED WITH HARDCORE.

39 39

36 12

11. THE SITE SHOULD BE KEPT DRY UNTIL BASEMENT STRUCTURE IS COMPLETED. CAREFULLY ARRANGED SUMPS WITH APPROPRIATE DRAINAGE IS TO BE INSTALLED & IN CONTINUOUS USE THROUGHOUT THE CONSTRUCTION PROCESS

59 85

35 00

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

Fire Precautions

35 94

42 46

36 74

Building Control

Planning

All dimensions to be verified on site. Figured dimensions to take preference to those scaled. This drawing is Copyright. The drawing is issued on the condition that it is not copied, reproduced, retained or disclosed to any unauthorised person, either wholly or in part without consent in writing.

50 05

68 00

64 80

Preliminary Client Approval

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

45 71

48 26

25 99

01 Rev

Description

Drawn

Date

Major Design Project, Clarendon Street - Arts & Humanities Development

C - 011

Property

Project

MDP - A101

Title

Foundation Plan - Level 0

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

CJG -

Drawing

24/05/2019 20:45:04

Issued

Project

Level 0 FND - 50m Design & Development Document

Time

24/05/2019 20:45:04

Traced Rev.

C - 003

1 : 200

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Date

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Drawing Status

Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

1. ALL LEVELS ARE IN METRES. 2. ALL CONCRETE COMPONENTS ARE TO BE MANUFACTURED & DESIGNED BY CREAGH CONCRETE SOLUTIONS. 3. ALL REINFORCED CONCRETE BEAMS ARE TO BE DESIGNED BY PQE TO BS 8500 & 8666 STANDARDS 300 x 300mm THICK

4. ALL REINFORCED CONCRETE COLUMNS ARE TO BE DESIGNED BY PQE TO BS 8500 & 8666 STANDARDS 300 x 300mm THICK

5. SAME BEAM & COLUMN LAYOUT IS TO BE APPLIED FOR LEVELS 1-3. WITH THE EXCEPTION OF THE LEVELS 0 & 4.

6. ALL GROUND BEAMS ARE TO BE 900 x 450mm THK TO BS 8500 & 8666 STANDARDS & DESIGNED BY PQE

11 12

7. ALL PILE CAPS ARE TO BE 1m x 1mx 0.9m TO BS 8500 & 8666 STANDARDS & DESIGNED BY PQE

8. ALL PILE FOUNDATIONS ARE TO BE DESIGNED & SPECIFIED BY PQE 9. SUBJECT TO GROUND INVESTIGATION STUDIES.

SITE PREPERATION: 10. 1200mm WIDE AREA TO BE PROVIDED FOR WORKSPACE, BEFORE BEING BACKFILLED WITH HARDCORE.

11. THE SITE SHOULD BE KEPT DRY UNTIL BASEMENT STRUCTURE IS COMPLETED. CAREFULLY ARRANGED SUMPS WITH APPROPRIATE DRAINAGE IS TO BE INSTALLED & IN CONTINUOUS USE THROUGHOUT THE CONSTRUCTION PROCESS

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

P Q

R Rev

Description

Drawn

Date

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Foundation Plan - Level 1

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

CJG -

Drawing

24/05/2019 20:45:10

Issued

Project

1 : 200

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Time

24/05/2019 20:45:10

Traced Rev.

C - 004

Level 1 FND - 54m

Date

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Drawing Status

Lecture Theatre 257 m²

1 C - 012

Shower Room

119

4 m²

214

290

562 620

582 90 m²

608 215

Bicycle Storage

120

80 37

Shower Room

L C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

121

3 m²

117

Disabled W/C

H I

19 m²

589

Site

Tender

As Built

Contract

6. TEACHERS KITCHEN FACILITY: A. WHITE GOODS TO ACCOMMODATE WITH EXTRACTOR FAN TO BE INSTALLED ABOVE COOKING APPLIANCES 7. LOCKER RM & WASHING FACILITIES: 8. TO HAVE 17NO. 0.8m² LOCKERS & 2NO. 2m LONG SEATING WITH COAT HOOKS & SHOE STORAGE SPACE UNDERNEATH, BY "CUBICLES & DOORS COMBINED". 9. ALL SHOWERS & W/C ARE TO BE ENCLOSED WITH 20mmTHK SOLID PLASTIC PARTITION WALLS BY "CUBICLES & DOORS COMBINED".

291

Scale Up Classroom

168

Pre-Tender

Measurement

4. 9. ALL INTERNAL WALLS ARE TO BE 90mm THK GYPWALL STUD PARTITION WALL WITH 2No. GLASROC PLASTERBOARDS EITHER SIDE & 6mm MULITBOARD & PLASTER SKIM FINISH. A. CONSTRUCTED TO BS 5628 & APP DOC A 5. ALL FLOOR PLANS ARE TO BE READ IN CONJUNCTION WITH THE GIVEN ROOM SCHEDULES.

139

Multi-Gender W/C

Planning

1. SECURITY A. LL ROOMS ARE TO BE SECUREABLE, VIA ELETRONIC KEY FOB SYSTEMS. B. A KEYPAD TO BE INSTALLED AT FRONT OF ALL ENTRANCES, AS AN EMERGERNCY ACCESS POINT. 2. ALL SANITORY / BATHROOM FITTINGS TO BE ALTO CC RANGE & INSTALLED TO MANUFACTURES RECOMMENDATIONS A. WITH A LOW FLUSH CAPABILITY. 3. ALL KITCHEN FITTINGS ARE TO BE MAGNET CLASSIC RANGE TO BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS.

Disabled W/C 3 m²

Fire Precautions

101

Building Control

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Preliminary Client Approval

171

133 m²

615

58 Circulation Space

169

179 m²

Scale Up Classroom

170

81 m²

D Rev

C - 011

Description

Drawn

Issued

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

FloorPlan - Level 0

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

CJG -

Date Time

24/05/2019 20:45:20

Traced

24/05/2019 20:45:20

Drawing

DESN220044 Technology & Desigin Studio 02

Date

Project

1 Design & Development Document

Level 0 - 50m

Rev.

C - 005

1 : 200

Page 34

CJ G.

Drawing Status

142

m²

137

265 139

138

Tu t 9 or

m²

134 260

m²

172

Tu577 t 9 mors ² 327 324

258 266 154

m²

Tu t 8 or

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

323 314 575 335

Flexible Classroom

itch en 200

246

247

245

601

As Built

Scale Up Classroom 100 m²

187

190

619 173 98

193

Rev

19 m²

Drawn

Issued

Date

Major Design Project, Clarendon Street - Arts & Humanities Development

Print Room

Description

Project

C - 011

192

602

Site

Tender Contract

296

603 600

617

Measurement

294

196 m²

313 81

184

220 m²

618 21 Circulation Space

219

182

m²

569 591

Tu576 t 9 m ors ² 326 325

Property

Project

MDP - A101

Title

FloorPlan - Level 1

599 Scale for A3 drawing

? Reception

1 : 200 @A3

50 m²

? 24/05/2019 20:45:36

07 67

590

Sta ff K

Tu t 8 or

345 136 262

611

C - 012

563

Tu t 9 or

122

Mu ltiGe n 19 de m² r W

Tu t 9 or

259 m²

136

Study Space

Pre-Tender

140

141

Fire Precautions

141

Building Control

Planning

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Preliminary Client Approval

DESN220044 Technology & Desigin Studio 02

343

342 344

Drawn Ch'kd Auth

Subject Admin Office 175 45 m²

CJG -

Date Time

24/05/2019 20:45:36

Traced

Drawing

1 Design & Development Document

Level 1 - 54m

Rev.

C - 006

1 : 200

Page 35

C J G.

Drawing Status

B C

H m²

Tu t 9 or

147 265

m²

323 578 335

m²

Su ite

nS pa ce m²

ICT

593

32 Sh are dA Of cca de f 23 ice mi 0m s c

itch en

m²

Measurement

Site

Tender

As Built

Contract

293

Tu579 t 9 mo r s 326²

220

295

180 182

604 605

103

606

341 226

183

607

ad ua m te

Ro om

Rev

224

181

Po st

DESN220044 Technology & Desigin Studio 02

570

11 02

07 08

Circulation Space 592 196 m²

Sta ff K

Tu581 t 9 mo r s ² 327

564

175

C - 012

612

266 165

IC T 48 Sui m ² te

Tu t 8 or

260 163

m²

Tu t 8 o rs

24/05/2019 20:45:51

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

148

161

345 262 162

102

m²

Tu t 9 or

cu lat io

Mu ltiGe n 19 de m² r W

Pre-Tender

Cir

Pa s Ro tora179 l 178 10 om 149 m² Pa s Ro toral o 9m m ² 146 177

Fire Precautions

Building Control

Planning

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Bo ard 35 Ro m² om

Preliminary Client Approval

Drawn

Issued

Date

Major Design Project, Clarendon Street - Arts & Humanities Development

C - 011

Property

Project

MDP - A101

Title

Coffee Shop

Description

Project

FloorPlan - Level 2

143 m²

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Subject Admin Office 343

344

CJG -

Date Time

24/05/2019 20:45:51

Traced

Drawing

44 m²

R Design & Development Document

Level 2 - 58m

Rev.

C - 007

1 : 200

Page 36

CJ G.

Drawing Status

m²

187

43 232

pa ce

191 D 333

07 08

565 587

571 594

588

Measurement

Site

Tender

As Built

Contract

C - 012

25 m²

234

152

Cir cu lat io 86 n S m² pa ce

Sta ff K

331 338 585 339330 336 Pa 337 sto ra 11 l R m² oo m

Academic Hotdesks

185

190 46

SMS Office

25 m²

m²

Mu lti-G W / ender 19 C

Ro om 7m

h P as tor al Re se a rc m²

332

cu lat io 45 n S

613

320

151

319

De p'

15 De m² an

L C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

150

318

As s' D ea n

en t

119

568

Pre-Tender

A 186 Cir

322

ep art m

m²

Fire Precautions

316

153

Bo ard

315 311

Ro om

Building Control

Planning

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

03 He ad so fD

Preliminary Client Approval

itch en 340

m²

ea ns 20 Of m fic ²

329 328

14 N

Rev

Drawn

Issued

Property

Project

MDP - A101

Title

FloorPlan - Level 3

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

CJG -

Date Time

24/05/2019 20:46:02

Traced

24/05/2019 20:46:02

Drawing

DESN220044 Technology & Desigin Studio 02

Date

Major Design Project, Clarendon Street - Arts & Humanities Development

C - 011

Description

Project

R Design & Development Document

Level 3 - 62m

Rev.

C - 008

1 : 200

Page 37

C J G.

Drawing Status

07 08

614

572

610

573

Plant Room 101 m²

L C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

Measurement

Site

Tender

As Built

Contract

C - 012

609

Pre-Tender

Fire Precautions

A 621

Building Control

Planning

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Preliminary Client Approval

14 N

O P

Rev

Description

Drawn

Issued

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

FloorPlan - Level 4

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

CJG -

Date Time

24/05/2019 20:46:09

Traced

24/05/2019 20:46:09

Drawing

DESN220044 Technology & Desigin Studio 02

Date

Project

C - 011

1 Design & Development Document

Level 4 - 66m

Rev.

C - 009

1 : 200

Page 38

C J G. Accessible green roof system, to general student population. In conjunction with “Greening the Urban Environment.” & Improving natural greenery in Nottingham. • Will incorporate breakout spaces • Seating to enjoy outside activities. • Wild greenery to aid in Bee populations. • A natural Rainwater Collection system, due to foliage. • Potentially a location for social gatherings & facility events. • Suitable protection from falling as stated in App Doc K

Non-Acessable “Wild” green roof system, to general student population. In conjunction with “Greening the Urban Environment.” & Improving natural greenery in Nottingham. • Will incorporate Wild Bird-boxes • Bee hive structures to encourage wild populations back into the urban areas. • Wild greenery to aid in Bee populations. • A natural Rainwater Collection system, due to foliage.

Proposed SUDs & Greenery • Suitable recycled material to be used to allow greenery to grow vertically. • Underground water reclamation tanks.

Timber Walkways • Connecting the learning rooms with the main reception/cafe area. • Suitable protection from falling as stated in App Doc K

DESN220044 Technology & Desigin Studio 02

Design & Development Document

PCC Stairwell • Connecting the breakout space to lower levels & the main reception/cafe area. • Suitable protection from falling as stated in App Doc K • Fire escape

Page 39

TITLE

26/38/XXX/ X/XX

CJ G.

DRAWING TITLE

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

NOTES

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

SUITABLE 1200mm HIGH STEEL HAND RAILING SYSTEM, FIXED TO PARAPET TO MANUFACTURES SPECIFICATIONS & APPLICATION METHODS.

13855

SUSPENDED CEILING BUILDUP:

2. 3. 4. 5. 6. 7.

DESN220044 Technology & Desigin Studio 02

620 660 1275

EXT DOOR OPENINGS SEE DETAILS M - O

2070 9879

2000

Circulation Space UPSCALE CLASSROOM

MAIN TITLE SUB TITLE

DRAWING TITLE

GROUND FLOOR CONSTRUCTION SEE NOTES 320

7766

DRAWING No/CAD FILE

6330

Rev

Description

Drawn

Issued

Date

26/38/XXX/X/XX Major Design Project, Clarendon Street - Arts &

Project

Humanities Development

FOUNDATION DETAIL SEE DETAIL A

300mm THK PCC RC RETAINING SCALE Property WALL, MANUFACTURED BY CREAGH Title TO STRUCTURAL ENGINEERS Section A-A SPECIFICATION & CALCULATIONS. IT

900

7300

900

1993

900

1646

21340

1800

5000

900

ROY A

MDP - A101

QU I M

E GIN

DATE

Project

SCALE

L Y PEN

9565

AUTH D

AMENDMENTS

GYPFRAME MF8 STRAP HANGERS @ 1200mm C/C & FIXED TO MF7 WITH 2No. BRITISH GYPSUM WAFER HEAD JACK-POINT SCREWS. 75mm THK ISOVER 1200 APR INSULATION (5200625577) WHERE REQUIRED GYPFRAME MF6 PERIMETER CHANNEL SUITABLY FIXED TO WALL @ 600mm C/C GYPFRAME MF12 SOFFIT CLEAT FIXED TO HANGER WITH MF11 NUT & BOLT GYPFRAME MF7 PRIMARY SUPPORT CHANNELS @ 1200mm C/C. 2400mm GYPFRAME MF5 CIELING SECTIONS @ 600mm C/C FIXED TO EACH MF7 WITH 2No. BRITISH GYPSUM WAFER HEAD JACK-POINT SCREWS. 12.5mm GYPTONE QUATTRO 41 CEILING PANELS FIXED WITH 25mm DRYWALL SCREWS @ 230mm C/C.

16/05/2019 19:47:42

EXT WALL CONSTRUCTION SEE NOTES

DESCRIPTION

N I SO HO

8. 9.

2154

5. 6. 7.

C-1

15mm THK LACQUIRED SOLID WOOD T&G FLOORING 0.5 x 10m DEVI-COMFORT 150T UNDERFLOOR HEATING MAT SYSTEM TO BE PLACED UNDER SCREED, MANUFACTURED BY DANFOSS & LAID TO MANUFACTURE'S SPECIFICATION. 50mm THK SCREED LAYER, LAID TO AN EVEN FINISH VISQUEEN VAPOUR MEMBRANE TO BE LAID & LAPPED AT EXTERNAL EDGES 100mm THK KS THERMAFLOOR TF70 INSULATION. 125mm THK RC CONCRETE SLAB (DESIGNED BY PQE) 1000 GAUGE VISQUEEN POLYTHENE VAPOUR BARRIER TURNED UP AT PERIMETER LAPPED WITH DPC. 25mm SANDBLINDING LAYER. MIN 150mm THK WELL COMPACTED HARDCORE LAYER

WALL - FLOOR JUNCTION SEE DWG REF, DETAIL E

3458

3. 4.

INT' WALL CONSTRUCTION SEE NOTES

2990

1. 2.

9565

WALL - CEILING JUNCTION SEE DWG REF, DETAIL D

7851

2160

GROUND FLOOR BUILDUP:

INTERMEDIATE FLOOR CONSTRUCTION SEE NOTES

900 450

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

5. 6.

15mm THK LACQUIRED SOLID WOOD T&G FLOORING 0.5 x 10m DEVI-COMFORT 150T UNDERFLOOR HEATING MAT SYSTEM TO BE PLACED UNDER SCREED, MANUFACTURED BY DANFOSS & LAID TO MANUFACTURE'S SPECIFICATION. Min 40mm THK EVENLY SPREAD SCREED LAYER. SUITABLE VAPOUR MEMBRANE TO BE LAID & LAPPED AT EXTERNAL EDGES. 1200 x 7950 x 220mm THK PCC 220mm THK PCC HOLLOWCORE FLOORING SYSTEM MANUFACTURED BY CREAGH CONCRETE SOLUTIONS

FLEXIBLE CLASSROOM

1960

INTERMEDIATE FLOOR BUILDUP: 1. 4.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL ASSOCIATED DRAWINGS AND THE PROJECT SPECIFICATION.

2070

WALL - FLOOR JUNCTION SEE DETAIL B

32mm THK KS ALUMINIMUM CASSETTE RAINSCREEN CLADDING, FIXED TO KS QC PANEL. (SUBJECT TO CLIENTS CHOICE OF FINISH)

175

1550

3530

C-2

175

8450

2000

50mm THK KS QUADCORE KARRIER PANEL, FIXED TO RAIL SYSTEM AS PER MANUFACTURE'S SPECIFICATION. 5.1. 24 dB ACOUSTIC RATING 5.2. AIR TIGHTNESS = 50 Pa (BS EN14509) 5.3. WATER TIGHTNESS = 600 Pa

INTERNAL DOOR OPENINGS, SEE DETAIL G - I

3530

WINDOW OPENINGS SEE DETAILS J - L

140mm WIDE CLADDING RAIL SYSTEM @ 600mm C/C FIXED TO EXTERNAL ISOHEMP BLOCKWORK WITH SUITABLE FIXINGS, SUPPLIED BY KINGSPAN.

620 660 2000

300 x 600 x 150mm THK ISO-HEMP BLOCKWORK, LAID 10mm MORTAR JOINTS 3.1. 40dB ACOUSTIC RATING 3.2. B FIRE RATING (WITHOUT RENDER - NF EN 13501-1)

SHARED ACADEMIC OFFICES

GREEN ROOF CONSTRUCTION SEE DETAIL C

900 450 1118

300 x 600 x 300mm THK ISO-HEMP RC BLOCKWORK LINTEL, LAID WITH 10mm MORTAR JOINTS TO MANUFACTURE'S SPECIFICATION & LOADING TABLES AT ALL OPENINGS. 2.1. 44dB ACOUSTIC RATING 2.2. B FIRE RATING (WITHOUT RENDER - NF EN 13501-1)

480

1395

1285

C-3

NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING.

2No.1200 x 2400 x 12.5mm THK GYPSUM GLASROC F-FIRECASE & 1No.1200 x 2400 x 6mm THK GYPSUM GLASROC F-MULTIBOARD FIXED WITH 50mm GLASROC FIRECASE SCREWS TO WALL SYSTEM & BOARD JOINTS TO BE STAGGERED MIN OF 600mm BETWEEN ADJACENT SIDES. FIRE PROTECTION = 2.0 Hrs REPEATED ON EXTERNAL SIDE

EXTERNAL WALL CONSTRUCITON: 1.

ALL DIMENSIONS ARE IN MILLIMETRES.

1285

RS EE

DAY MONTH

38 HQ & SP SQN RE

SWINTON BARRACKS, PERHAM DOWN, ANDOVER, HANTS, SP11 9LQ

Date 16/05/2019 Drawn CJG Time 19:47:42 APPROVED Ch'kd TASKING 1 : 100 @A3 OFFICER Traced Auth Maj XXXXXXXX RE

Scale for A3 drawing

Drawing

SECTION A-A

Rev.

CDRAWN - 011

SCALE 1:100

NAME

CHECKED SVY

I OR NAME

CHECKED

Design & Development Document

ED N IG

Clk Wks

A GIN SIG

SIG

Page 40

SIG GE

SIG

NAME

DAT

4152

PLANT ROOM TO HAVE EXTERNAL MARLEY ENTERNET RAINSCREEN CLADDING SYSTEM & FD LEADING TO EMERGENCY BREAKOUT SPACE

H-2

CIRCULATION SPACE

GROUND FLOOR BUILDUP: 1. 2. 3. 4. 5. 6. 7. 8. 9.

1960

TUTORS OFFICE

DRAWING TITLE

Section B-B 1 1 : 100 SECTION B-B SCALE 1:100

DESN220044 Technology & Desigin Studio 02

DRAWING No/CAD FILE

11878

Rev

Description

PROPOSED 4m HIGH REINFORCED PCC RETAINING WALL AT GL + 54.00m DESIGNED & MANUFACTURED BY CREAGH CONCRETE SOLUTIONS

BIKE ROOM / STORAGE

GROUND FLOOR CONSTRUCTION SEE NOTES LH

SCALE

Property Title

Section B-B N I SO HO

ROY A

E GIN

RS EE

DATE

MDP - A101

SCALE

DAY MONTH

38 HQ & SP SQN RE

SWINTON BARRACKS, PERHAM DOWN, HANTS, SP11 9LQ Date 16/05/2019 Drawn CJG ANDOVER,

Time 19:47:51 Ch'kd 1 : 100 @A3 OFFICER TASKING APPROVED Traced Auth Drawing Maj XXXXXXXX RE Rev.

C - 012

DRAWN

NAME

CHECKED

4650

900

5947

900

SVY

I OR NAME

CHECKED

13297

Design & Development Document

Date

Project

QU I M

Scale for A3 drawing

900

Issued

Major Design Project, Clarendon Street - Arts & Humanities Development

FOUNDATION DETAIL SEE DETAIL A

Drawn

26/38/XXX/X/XX

Project

900 450

5. 6.

16/05/2019 19:47:51

STAFF KITCHEN

AUTH D

SUB TITLE

WALL - FLOOR JUNCTION SEE DETAIL B

L Y PEN

DESCRIPTION

MAIN TITLE

H-1 EXT WALL CONSTRUCTION SEE NOTES

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL ASSOCIATED DRAWINGS AND THE PROJECT SPECIFICATION.

STAFF KITCHEN

WALL - FLOOR JUNCTION SEE DWG REF, DETAIL E

SUSPENDED CEILING BUILDUP: 1.

CIRCULATION SPACE

3533

5. 6.

15mm THK LACQUIRED SOLID WOOD T&G FLOORING 0.5 x 10m DEVI-COMFORT 150T UNDERFLOOR HEATING MAT SYSTEM TO BE PLACED UNDER SCREED, MANUFACTURED BY DANFOSS & LAID TO MANUFACTURE'S SPECIFICATION. Min 40mm THK EVENLY SPREAD SCREED LAYER. SUITABLE VAPOUR MEMBRANE TO BE LAID & LAPPED AT EXTERNAL EDGES. 1200 x 7950 x 220mm THK PCC 220mm THK PCC HOLLOWCORE FLOORING SYSTEM MANUFACTURED BY CREAGH CONCRETE SOLUTIONS

NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING.

AMENDMENTS

WALL - CEILING JUNCTION SEE DWG REF, DETAIL D

5252

1. 4.

INTERMEDIATE FLOOR CONSTRUCTION SEE NOTES

INTERMEDIATE FLOOR BUILDUP:

ALL DIMENSIONS ARE IN MILLIMETRES.

3533

23370

TUTORS OFFICE

480

146x2400mm LONG AS 50 ACOUSTUDS GYPWALL STUD PARTITION WALL SYSTEM BY GYPROC WITH FLEXIBLE ROCWOOL INSULATION.

As Built

NOTES

6500

175

3453

2140 175

1960

2897

2000

1No.15mm THK GYPFRAME FIXING STRAP, FIXED WITH 50mm GLASROC FIRECASE SCREWS TO ACUSTUDS GYPWALL SYSTEM & BOARD JOINTS TO BE STAGGERED MIN OF 600mm BETWEEN ADJACENT SIDES

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

STAFF KITCHEN

INT' WALL CONSTRUCTION SEE NOTES

32mm THK KS ALUMINIMUM CASSETTE RAINSCREEN CLADDING, FIXED TO KS QC PANEL. (SUBJECT TO CLIENTS CHOICE OF FINISH)

2No.1200 x 2400 x 12.5mm THK GYPSUM GLASROC F-FIRECASE & 1No.1200 x 2400 x 6mm THK GYPSUM GLASROC F-MULTIBOARD FIRE PROTECTION = 2.0 Hrs SOUND INSULATION = 59 (Rw dB) FIXED WITH 50mm GLASROC FIRECASE SCREWS TO ACUSTUDS GYPWALL SYSTEM & BOARD JOINTS TO BE STAGGERED MIN OF 600mm BETWEEN ADJACENT SIDES. 1.1. DUPONT VAPOUR AIRGAURD VAPOUR LAYER LAID UNDERNEATH VERTICALLY.

Site

Tender Contract

WINDOW OPENINGS SEE DETAILS J - L

3533

CIRCULATION SPACE

2000

H-3

INTERNAL WALL BUILDUP:

Measurement

480

DEAN'S OFFICE

140mm WIDE CLADDING RAIL SYSTEM @ 600mm C/C FIXED TO EXTERNAL ISOHEMP BLOCKWORK WITH SUITABLE FIXINGS, SUPPLIED BY KINGSPAN.

GREEN ROOF CONSTRUCTION SEE DETAIL C

6500

175

Pre-Tender

480

1395

2538 175

2500

2000

300 x 600 x 150mm THK ISO-HEMP BLOCKWORK, LAID 10mm MORTAR JOINTS 3.1. 40dB ACOUSTIC RATING 3.2. B FIRE RATING (WITHOUT RENDER - NF EN 13501-1)

50mm THK KS QUADCORE KARRIER PANEL, FIXED TO RAIL SYSTEM AS PER MANUFACTURE'S SPECIFICATION. 5.1. 24 dB ACOUSTIC RATING 5.2. AIR TIGHTNESS = 50 Pa (BS EN14509) 5.3. WATER TIGHTNESS = 600 Pa

Fire Precautions

H-4

Building Control

Planning

771

EXTERNAL WALL CONSTRUCITON:

Preliminary Client Approval

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

PLANT ROOM

DRAWING TITLE

Drawing Status

H-5

TITLE

26/38/XXX/ X/XX

1300

C J G.

ED N IG

Clk Wks

A GIN SIG

SIG

Page 41

SIG GE

SIG

NAME

DAT

TITLE

26/38/XXX/ X/XX

CJ G.

DRAWING TITLE

1 1300

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement Tender

Site As Built

NOTES

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

ALL DIMENSIONS ARE IN MILLIMETRES.

NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL ASSOCIATED DRAWINGS AND THE PROJECT SPECIFICATION.

4152

H-5

PLANT ROOM

EXTERNAL WALL CONSTRUCITON: INTERMEDIATE FLOOR BUILDUP: 1. 4.

H-4

5. 6.

300 x 600 x 150mm THK ISO-HEMP BLOCKWORK, LAID 10mm MORTAR JOINTS 3.1. 40dB ACOUSTIC RATING 3.2. B FIRE RATING (WITHOUT RENDER - NF EN 13501-1)

50mm THK KS QUADCORE KARRIER PANEL, FIXED TO RAIL SYSTEM AS PER MANUFACTURE'S SPECIFICATION. 5.1. 24 dB ACOUSTIC RATING 5.2. AIR TIGHTNESS = 50 Pa (BS EN14509) 5.3. WATER TIGHTNESS = 600 Pa

1. PASTORAL ROOM

3. 4.

H-3

5. 6. 7.

32mm THK KS ALUMINUM CASSETTE RAINSCREEN CLADDING, FIXED TO KS QC PANEL. (SUBJECT TO CLIENTS CHOICE OF FINISH)

15mm THK LACQUERED SOLID WOOD T&G FLOORING 0.5 x 10m DEVI-COMFORT 150T UNDERFLOOR HEATING MAT SYSTEM TO BE PLACED UNDER SCREED, MANUFACTURED BY DANFOSS & LAID TO MANUFACTURE'S SPECIFICATION. Min 40mm THK EVENLY SPREAD SCREED LAYER. SUITABLE VAPOR MEMBRANE TO BE LAID & LAPPED AT EXTERNAL EDGES. 1200 x 5300 x 220mm THK PCC 220mm THK PCC HOLLOWCORE FLOORING SYSTEM MANUFACTURED BY CREAGH CONCRETE SOLUTIONS

TUTORS OFFICE

H-2

2. 3. 4. 5. 6. 7.

GYPFRAME MF8 STRAP HANGERS @ 1200mm C/C & FIXED TO MF7 WITH 2No. BRITISH GYPSUM WAFER HEAD JACK-POINT SCREWS. 75mm THK ISOVER 1200 APR INSULATION (5200625577) WHERE REQUIRED GYPFRAME MF6 PERIMETER CHANNEL SUITABLY FIXED TO WALL @ 600mm C/C GYPFRAME MF12 SOFFIT CLEAT FIXED TO HANGER WITH MF11 NUT & BOLT GYPFRAME MF7 PRIMARY SUPPORT CHANNELS @ 1200mm C/C. 2400mm GYPFRAME MF5 CEILING SECTIONS @ 600mm C/C FIXED TO EACH MF7 WITH 2No. BRITISH GYPSUM WAFER HEAD JACK-POINT SCREWS. 12.5mm GYPTONE QUATTRO 41 CEILING PANELS FIXED WITH 25mm DRYWALL SCREWS @ 230mm C/C.

1. 2. 3. 4. 5. 6. 7.

8400

MAIN TITLE SUB TITLE

C-2 WINDOW OPENINGS SEE DWG REF, DETAIL XXX

TUTORS OFFICE

DRAWING TITLE

140mm WIDE CLADDING RAIL SYSTEM @ 600mm C/C FIXED TO EXTERNAL ISOHEMP BLOCKWORK WITH SUITABLE FIXINGS, SUPPLIED BY KINGSPAN.

50mm THK KS QUADCORE KARRIER PANEL, FIXED TO RAIL SYSTEM AS PER MANUFACTURE'S SPECIFICATION. 5.1. 24 dB ACOUSTIC RATING 5.2. AIR TIGHTNESS = 50 Pa (BS EN14509) 5.3. WATER TIGHTNESS = 600 Pa

C-1

DRAWING No/CAD FILE Rev

3. 4. BIKE STORAGE ROOM

5. 6. 7. 8. 9.

SCALE 1:50

16/05/2019 19:48:00

DESN220044 Technology & Desigin Studio 02

Drawn

Issued

Date

Project

GROUND FLOOR BUILDUP: 1. 2.

Description

26/38/XXX/X/XX Major Design Project, Clarendon Street - Arts &

32mm THK KS ALUMINIMUM CASSETTE RAINSCREEN CLADDING, FIXED TO KS QC PANEL. (SUBJECT TO CLIENTS CHOICE OF FINISH)

Humanities Development

SCALE

Property

PERIMETER SECTION 02 SCALE 1:50

Design & Development Document

DATE

Project

MDP - A101

SCALE

Title

DAY MONT

Perimeter Sections A-A & B-B IT

2000

ROY A

38 HQ & SP SQN RE

QU I M

E GIN

SWINTON BARRACKS, PERHAM DOW ANDOVER, HANTS, SP11 9LQ

RS EE

Date 16/05/2019 Drawn CJG Time 19:48:00 TASKING APPROVED @A3 Ch'kdOFFICER Traced Auth Maj XXXXXXXX RE

Scale for A3 drawing

Drawing

AUTH

AMENDMENTS

300 x 600 x 150mm THK ISO-HEMP BLOCKWORK, LAID 10mm MORTAR JOINTS 3.1. 40dB ACOUSTIC RATING 3.2. B FIRE RATING (WITHOUT RENDER - NF EN 13501-1)

EIXISTING BRICK RETAINING WALL & STEPS LEADING ONTO WAVERLY TERRACE / PREMIER INN CARPARK.

PERIMETER SECTION 01

DESCRIPTION

L Y PEN

8. 9.

15mm THK LACQUERED SOLID WOOD T&G FLOORING 0.5 x 10m DEVI-COMFORT 150T UNDERFLOOR HEATING MAT SYSTEM TO BE PLACED UNDER SCREED, MANUFACTURED BY DANFOSS & LAID TO MANUFACTURE'S SPECIFICATION. 50mm THK SCREED LAYER, LAID TO AN EVEN FINISH VISQUEEN VAPOR MEMBRANE TO BE LAID & LAPPED AT EXTERNAL EDGES 100mm THK KS THERMAFLOOR TF70 INSULATION. 125mm THK RC CONCRETE SLAB (DESIGNED BY PQE) 1000 GAUGE VISQUEEN POLYTHENE VAPOR BARRIER TURNED UP AT PERIMETER LAPPED WITH DPC. 25mm SANDBLINDING LAYER. MIN 150mm THK WELL COMPACTED HARDCORE LAYER

H-1

GROUND FLOOR BUILDUP:

SUSPENDED CEILING BUILDUP: 1.

C-3

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

5. 6.

EXTERNAL WALL CONSTRUCITON:

INTERMEDIATE FLOOR BUILDUP: 1. 4.

N I SO HO

140mm WIDE CLADDING RAIL SYSTEM @ 600mm C/C FIXED TO EXTERNAL ISOHEMP BLOCKWORK WITH SUITABLE FIXINGS, SUPPLIED BY KINGSPAN.

GREEN ROOF

SUSPENDED CEILING BUILDUP:

15mm THK LACQUIRED SOLID WOOD T&G FLOORING 0.5 x 10m DEVI-COMFORT 150T UNDERFLOOR HEATING MAT SYSTEM TO BE PLACED UNDER SCREED, MANUFACTURED BY DANFOSS & LAID TO MANUFACTURE'S SPECIFICATION. Min 40mm THK EVENLY SPREAD SCREED LAYER. SUITABLE VAPOUR MEMBRANE TO BE LAID & LAPPED AT EXTERNAL EDGES. 1200 x 7950 x 220mm THK PCC 220mm THK PCC HOLLOWCORE FLOORING SYSTEM MANUFACTURED BY CREAGH CONCRETE SOLUTIONS

Rev.

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DRAWING TITLE

NOTES 1.

ALL DIMENSIONS ARE IN MILLIMETRES.

2. NO DIMENSIONS ARE TO BE Drawing Status

SCALED FROM THIS DRAWING.

Preliminary

Building Control

Measurement

Site

Fire Precautions Client Approval Tender 3. THIS DRAWING IS TO BE READ

As Built

IN CONJUNCTION Pre-Tender WITH ALL Contract ASSOCIATED DRAWINGS AND THE This drawing should be read in conjunction with all other design PROJECT SPECIFICATION. Planning

200 x 200mm COURSE AGGREGATE BORDER BETWEEN VEGETATION LAYER & PARAPET.

information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

INTENSIVE (SEDUM) VEGETATION LAYER, MIN 150mm THK.

FILTER LAYER, TO ALLOW WATER DRAINAGE. 75mm THK COURSE-AGGREGATE TYPE DRAINAGE LAYER 146x2400mm LONG AS 50 ACOUSTUDS GYPWALL STUD PARTITION WALL SYSTEM BY GYPROC. (SEE WALL BUILD UP NOTES.)

PROTECTIVE ROOT RESISTANT MEMBRANE LAYER 1000 GAUGE VISQUEEN WATERPROOF MEMBRANE LAYER, LAPPED WITH VAPOUR BARRIER AT PARAPET. 100mm THK KS THERMAROOF TR24 INSULATION BOARD, LAID ABOVE CONCRETE SUPERSTRUCTURE.

SUITABLE PACKING MATERIAL, PLACED BETWEEN SCREED LAYER.

1000 GAUGE VISQUEEN VAPOUR BARRIER MEMBRANE, LAPPED OVER CONCRETE PARAPET.

15mm THK LACQUIRED SOLID WOOD T&G FLOORING

PROPRIETY CEILING SYSTEM WITH, 100mm THK KS THERMAROOF TR24 INSULATION BOARD.

YELOFAN E STRIP ACUSTIC EDGE STRIP BY CELLECTA (SEE DETAIL F) LAPPED AT EDGES OF 40mm THK GYVLON SCREED 1:3 MIX REINFORCES WITH CHICKEN WIRE, BY LARFARGE

250mm THK CONCRETE SUPER STRUCTURE (ABLE TO SUPPORT 200 kg / m²) DESIGNED & SPECIFIED BY SE. TO BE BONDED WITH SUITABLE ANCHORAGE TO ISOHEMP-CONCRETE LINTEL

220mm THK PCC HOLLOWCORE FLOOR SYSTEM,LAID TO MANUFACTURE'S SPECIFICATIONS.

DETAIL C - INTENSIVE (SEDIUM) GREEN ROOF CONNECTION SCALE 1:20

INTERNAL WALL FLOOR JUNCTION DETAIL D SCALE 1:5

450mm THK ISOHEMP BLOCKWORK WALL SYSTEM & INTERNAL FINISHES. YELOFAN E STRIP ACUSTIC EDGE STRIP BY CELLECTA

220mm THK PCC HOLLOWCORE FLOOR SYSTEM,LAID TO MANUFACTURE'S SPECIFICATIONS.

200mm THK PCC HOLLOWCORE FLOORING SYSTEM MANUFACTURED BY CREAGH & RESTED UPON L-SHAPED PCC CONCRETE RINGBEAM, THEN BACKFILLED WITH INSITU CONCRETE FOR JOINTING OF FLOOR TO RINGBEAM.

SUITABLE PACKING PIECE, WITH GYPROC FIRE-STRIPS ABOVE & BELOW THE FLANGE.

150 x 32mm THK KS KOOLTHERM CAVITY CLOSER, FIXED BY WALL BRACKETS INTO MORTOR JOINT. (30 Mins FIRE PROTECTION) 25

GYPFRAME EXTRA DEEP FLANGE.

500 x 300mm THK REINFORCED PCC L-SHAPED RINGBEAM MANUFACTURED & SPECIFIED BY CREAGH CONCRETE SPIECIALISTS, CONNECTED TO STRUCUTRAL COLOUMNS WITH INSITU BONDING METHODS, PRIOR TO FLOOR INSTALLATION.

2No.1200x2400x12.5mm THK GYPROC FIRELINE BOARD 1No.1200 x 2400 x 6mm THK GYPSUM GLASROC F-MULTIBOARD

FOR PROPERITARY CIELING DETAIL SEE CONSTRUCTION NOTES

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

PROPIERTY CIELING SYSTEM ATTACHED TO HOLLOWCORE & WALL.

140mm WIDE CLADDING RAIL SYSTEM @ 600mm C/C FIXED TO EXTERNAL ISOHEMP BLOCKWORK WITH SUITABLE FIXINGS, SUPPLIED BY KINGSPAN. 32mm THK KS ALUMINIMUM CASSETTE RAINSCREEN CLADDING & 50mm THK KS QUADCORE KARRIER PANEL, FIXED TO RAIL SYSTEM AS PER MANUFACTURE'S SPECIFICATION.

1No.15mm THK GYPFRAME FIXING STRAP 146x2400mm LONG AS 50 ACOUSTUDS GYPWALL STUD PARTITION WALL SYSTEM BY GYPROC

DETAIL B - EXT' WALL INTER' FLOOR CONNECTION INTERNAL WALL CIELING JUNCTION DETAIL E

SCALE 1:10

SCALE 1:5

SUITABLE FRENCH-DRAIN SYSTEM.

EXTERNAL ISOHEMP WALL & KS CLADDING SYSTEM.

YELOFAN E STRIP ACUSTIC EDGE STRIP BY CELLECTA

FLOOR BUILD SEE CONSTUCTION NOTES DPM & VAPOR BARRIERS TO BE LAPPED OVER CONCRETE RING-BEAM & VERTICAL LAID DOWN EXTERNAL WALL BUILDUP. INSULATION IS TO BE LAID VERTICAL A MIN OF 150mm UP INTERNAL WALL TO PREVENT COLD-BRIDGING. 900 x 450mm THK PCC RC GROUND BEAM, DESIGNED & SPECIFIED BY CREAGH CONCRETE SPECIALISTS & INSTALLED TO MANUFACTURES SPECIFICATIONS. TO BE INTERCONNECTED WITH STRUCTURAL COLUMNS VIA STEELRODS & INSITU POUR. 1m x 1m x 0.9mm THK PCC PILECAP DESIGNED & SPECIFIED BY CREAGH CONCRETE SPECIALISTS & INSTALLED TO MANUFACTURES SPECIFICATIONS TO CONRECTE RINGBEAM

INSITU POURED RC CONCRETE PILE TO BE DESIGNED & SPECIFIED BY SE & SUBJECT TO CHANGE DUE TO GROUND CONDITIONS.

Rev

Description

MIN 40mm THK GYVLON SCREED BY LAFARGE YELOFAN J STRIP ACUSTIC JOINTING TAPE BY CELLECTA

Date

Project MAIN TITLE

Property

MDP - A101

SUB TITLE

Title

MIN 10mm YELOFAN HD 10+ BY CELLECTA

DETAIL F SCALE 1:1

Techinical Details A- F DRAWING TITLE Scale for A3 drawing

@A3

CJG Auth 26/38/XXX/X/XX Drawn

Date

Ch'kd

Time

DRAWING No/CAD FILE

SCALE C - 014

SCALE

RO YAL

S ER NE E GI

Traced Rev.

DAY MONTH 14

38 HQ & SP SQN RE

QUI M

SWINTON BARRACKS, PERHAM DOWN, ANDOVER, HANTS, SP11 9LQ

Y PE N

ON I S O

SCALE 1:20

DETAIL A - FOUNDATION CONNECTION

16/05/2019 19:48:05

DATE

16/05/2019 19:48:05

Issued

Major Design Project, Clarendon Street - Arts & No DESCRIPTION AUTH DATE Humanities Development AMENDMENTS

Drawing

TASKING OFFICER

APPROVED

ED IGN S L

Maj XXXXXXXX RE DRAWN

NAME

CHECKED SVY

DESN220044 Technology & Desigin Studio 02

Drawn

Project

Design & Development Document

NAME

CHECKED

Clk Wks

A GIN SIG

SIG GE

NAME

Page 43 SIG

SIG

DATE

CJ G.

ASSOCIATED DRAW No Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

TITLE

26/38/XXX/ X/XX

DRAWING TITLE

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

NOTES 1.

400mm WIDE TIMBER FRAME ENCASEMENT, FITTED INTO PLACE ALONGSIDE CILL RAIL. 1981 x 910 x 48mm STEEL-FRAMED FIRE DOOR (FD30) POWDERCOATED WITH RAL FINISH, MANUFACTURED BY HAG DOOR SPECIALISTS. 126x32mm SOFTWOOD TIMBER DOOR LINING 2No.1200x2400x20mm THK GLASROC FIRECASE TO PROVIDE 2.0 HRS OF FIRE PROTECTION, FIXED WITH 50mm GLASROC FIRECASE SCREWS & BOARD JOINTS TO BE STAGGERED MIN OF 600mm BETWEEN ADJACENT SIDES TO STUD WALL WITH 6mm GYPSUM GLASROC F-MULTIBOARD FINISH 105mm THK INSULATED STUD PARTITION WALLS BY GYPROC FITTED AS PER MANUFACTURES SPECIFICATIONS STUD PARTITION WALLS ENDPIECE BY GYPROC PACKING TO SUIT IF NEEDED.

45x19mm SOFTWOOD TIMBER ARCHITRAVE 45x12mm SOFTWOOD TIMBER PLANTED STOP

INTERNAL DOOR JAMB DETAIL G SCALE 1:5

ALL DIMENSIONS ARE IN MILLIM

All dimensions to be verified on site. Figured dimensions to take preference to those scaled. This drawing is Copyright. The drawing is 2. issued on the condition that it is not copied, reproduced, retained or disclosed to any unauthorised person, either wholly or in part without consent in writing.

NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING.

180mm TWIST LUGS WITH MAX10mm PACKING TO STRUCTURE

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL ASSOCIATED DRAWINGS AND TH PROJECT SPECIFICATION.

2No.1200x2400x20mm THK GLASROC FIRECASE TO PROVIDE 2.0 HRS OF FIRE PROTECTION, FIXED WITH 50mm GLASROC FIRECASE SCREWS & BOARD JOINTS TO BE STAGGERED MIN OF 600mm BETWEEN ADJACENT SIDES TO STUD WALL WITH 6mm GYPSUM GLASROC F-MULTIBOARD FINISH SUITABLE FIXING SCREW TO SUIT ISOHEMP BLOCKWORK WALL

POLYURETHANE FOAM INSULATION BY ISO-THANE THERMABATE TW100 INSULATED CAVITY CLOSER EXTERNAL WEATHER SEAL K-LINE ENSEMBLE COMPOSE WINDOWS, MADE & FITTED TO MANUFACTURE'S SPECIFICATIONS. 32mm THK KS ALUMINIMUM CASSETTE RAINSCREEN CLADDING, FIXED TO KS QC PANEL & 140mm WIDE CLADDING RAIL SYSTEM. (SUBJECT TO CLIENTS CHOICE OF FINISH) ALUMINUM CILL BEDDED ON POLYURETHANE FOAM.

WINDOW JAMB DETAIL J SCALE 1:5 300 x 600 x 300mm THK ISO-HEMP RC BLOCKWORK LINTEL, LAID WITH 10mm MORTAR JOINTS TO MANUFACTURE'S SPECIFICATION & LOADING TABLES AT ALL OPENINGS. 300 x 600 x 150mm THK ISO-HEMP BLOCKWORK EXTERNAL LAYER, 40dB ACOUSTIC RATING B FIRE RATING (WITHOUT RENDER - NF EN 13501-1)

105mm THK INSULATED STUD PARTITION WALLS BY GYPROC FITTED AS PER MANUFACTURES SPECIFICATIONS

16/05/2019 19:48:17

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

100x105mm SQUARE MULTI-CHANNEL RAIL ATTACHED TO GYPFRAME PARTITION WALL TO MANUFACTURES SPECIFICATIONS

SUITABLE FIXING SCREW TO SUIT ISOHEMP BLOCKWORK WALL & TIMBER WINDOW FRAME. POLYURETHANE FOAM INSULATION BY ISO-THANE.

TIMBER PACKING PIECE TO SUIT PREBUILT DOOR FRAME

ARBOSIL 1090 MASTIC EXTERNAL WEATHER SEAL

45x12mm SOFTWOOD TIMBER PLANTED STOP 1981 x 910 x 48mm STEEL-FRAMED FIRE DOOR (FD30) POWDERCOATED WITH RAL FINISH, MANUFACTURED BY HAG DOOR SPECIALISTS.

K-LINE ENSEMBLE COMPOSE WINDOWS, MADE & FITTED TO MANUFACTURE'S SPECIFICATIONS TO TIMBER WINDOW OPENING IN ISOHEMP BLOCKWORK WALL.

2035mm HW TIMBER PREMANUFACTURED DOOR FRAME (FD30) REFER TO TRADE MANUFACTURES FOR CONSTRUCTION/INSTALLATION DETAILS

INTERNAL DOOR HEAD DETAIL H SCALE 1:5

WINDOW HEAD DETAIL K SCALE 1:5 Rev

K-LINE ENSEMBLE COMPOSE WINDOWS, MADE & FITTED TO MANUFACTURE'S SPECIFICATIONS TO TIMBER WINDOW OPENING IN ISOHEMP BLOCKWORK WALL.

1981 x 910 x 48mm STEEL-FRAMED FIRE DOOR (FD30) POWDERCOATED WITH RAL FINISH, MANUFACTURED BY HAG DOOR SPECIALISTS.

Drawn

Issued

Date

Major Design Project, Clarendon Street - Arts & Humanities Development

450mm WIDE TIMBER FRAME ENCASEMENT, FITTED INTO PLACE TO MANUFACTURES SPECIFICATIONS.

Property

100x19mm BULLNOSE SKIRTING BOARD FIXED TO ROUGH GROUND WITH ADHESIVE

ARBOSIL 1090 MASTIC EXTERNAL WEATHER SEAL

Title

15mm THK LACQUIRED SOLID WOOD T&G FLOORING

ALUMINUM CILL BEDDED ON POLYURETHANE FOAM INSULATION BY ISO-THANE.

Project

MDP - A101

Techinical Details G - L

DESCRIPTION AMENDMENTS

POLYURETHANE FOAM INSULATION BY ISO-THANE

40mm THK GYVLON SCREED 1:3 MIX REINFORCES WITH CHICKEN WIRE, BY LARFARGE

180mm TWIST LUGS WITH MAX 10mm PACKING TO STRUCTURE 2No.1200x2400x20mm THK GLASROC FIRECASE TO PROVIDE 2.0 HRS OF FIRE PROTECTION, FIXED WITH 50mm GLASROC FIRECASE SCREWS & BOARD JOINTS TO BE STAGGERED MIN OF 600mm BETWEEN ADJACENT SIDES TO STUD WALL WITH 6mm GYPSUM GLASROC F-MULTIBOARD FINISH

200mm THK PCC HOLLOWCORE FLOORING SYSTEM MANUFACTURED BY CREAGH CONCRETE SPECIALISTS

INTERNAL DOOR THRESHOLD DETAIL I SCALE 1:5

Description

Project

2035mm HW TIMBER PREMANUFACTURED DOOR FRAME (FD30) REFER TO TRADE MANUFACTURES FOR CONSTRUCTION/INSTALLATION DETAILS

WINDOW CILL DETAIL L SCALE 1:5

SUITABLE FIXING SCREW TO SUIT ISOHEMP BLOCKWORK WALL & TIMBER WINDOW FRAME.

Scale for A3 drawing

@A3

Drawn Ch'kd Auth

CJG -

Drawing

16/05/2019 Time 19:48:17 Date

MAIN TITL SUB TITLE

Traced Rev.

DRAWING TIT

C - 015

DRAWING No/CAD FILE

26/38/XXX/X/X SCALE

DATE

RO YAL

S ER NE E GI N

Page 44

QUI M Y PE N

Design & Development Document

DESN220044 Technology & Desigin Studio 02

ON I S O

SCALE

38 HQ & SP SQ

SWINTON BARRACKS, PE ANDOVER, HANTS, S

TASKING OFFICER

Maj XXXXXXXX RE DRAWN

Clk Wks

C J G.

Drawing Status

400mm WIDE TIMBER FRAME ENCASEMENT, FITTED INTO PLACE ALONGSIDE CILL RAIL.

Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

180mm TWIST LUGS WITH MAX10mm PACKING TO STRUCTURE 400mm WIDE TIMBER FRAME ENCASEMENT, FITTED INTO PLACE ALONGSIDE CILL RAIL. 2No.1200x2400x20mm THK GLASROC FIRECASE TO PROVIDE 2.0 HRS OF FIRE PROTECTION, FIXED WITH 50mm GLASROC FIRECASE SCREWS & 180mm TWIST LUGS WITH MAX10mm PACKING TO STRUCTURE BOARD JOINTS TO BE STAGGERED MIN OF 600mm BETWEEN ADJACENT 2No.1200x2400x20mm THK GLASROC FIRECASE PROVIDE 2.0 HRS OFGYPSUM GLASROC F-MULTIBOARD SIDES TOTO STUD WALL WITH 6mm FIRE PROTECTION, FIXED WITH 50mmFINISH GLASROC FIRECASE SCREWS & BOARD JOINTS TO BE STAGGERED MIN OF 600mm BETWEEN ADJACENT SIDES TO STUD WALL WITH 6mm GYPSUM GLASROC F-MULTIBOARD SUITABLE FIXING SCREW TO SUIT ISOHEMP BLOCKWORK WALL FINISH

SUITABLE FIXING SCREW TO SUIT ISOHEMP BLOCKWORK WALL POLYURETHANE FOAM INSULATION BY ISO-THANE THERMABATE TW100 INSULATED CAVITY CLOSER POLYURETHANE FOAM INSULATION BY ISO-THANE EXTERNAL WEATHER SEAL THERMABATE TW100 INSULATED CAVITY CLOSER 1981 x 910 x 48mm STEEL-FRAMED FIRE DOOR (FD30) EXTERNAL WEATHER SEAL POWDERCOATED WITH RAL FINISH, MANUFACTURED BY HAG. 1981 x 910 x 48mm STEEL-FRAMED FIRE DOOR (FD30) 32mm THK KS ALUMINIMUM CASSETTE RAINSCREEN POWDERCOATED WITH RAL FINISH, MANUFACTURED BY TO HAG. CLADDING, FIXED KS QC PANEL & 140mm WIDE CLADDING RAIL SYSTEM. (SUBJECT TO CLIENTS CHOICE OF FINISH) 32mm THK KS ALUMINIMUM CASSETTE RAINSCREEN CLADDING, FIXED TO KS QC PANEL & ALUMINUM 140mm WIDE CLADDING BEDDED ON POLYURETHANE FOAM. THRESHOLD RAIL SYSTEM. (SUBJECT TO CLIENTS CHOICE OF FINISH) ALUMINUM THRESHOLD BEDDED ON POLYURETHANE FOAM.

EXTERNAL DOOR JAMB DETAIL M SCALE 1:5 M EXTERNAL DOOR JAMB DETAIL

SCALE 1:5

300 x 600 x 300mm THK ISO-HEMP RC BLOCKWORK LINTEL, LAID WITH 10mm MORTAR JOINTS TO MANUFACTURE'S SPECIFICATION & LOADING TABLES AT ALL OPENINGS. 300 x 600 x 300mm THK ISO-HEMP RC BLOCKWORK LINTEL, LAID WITH 10mm MORTAR JOINTS TO MANUFACTURE'S SPECIFICATION & 300 x 600 x 150mm THK ISO-HEMP BLOCKWORK EXTERNAL LAYER, LOADING TABLES AT ALL OPENINGS. 40dB ACOUSTIC RATING B FIRE RATING (WITHOUT RENDER - NF EN 13501-1) 300 x 600 x 150mm THK ISO-HEMP BLOCKWORK EXTERNAL LAYER, 400mm WIDE TIMBER FRAME ENCASEMENT, FITTED INTO PLACE AS 40dB ACOUSTIC RATING PER SPECIFICATIONS. B FIRE RATING (WITHOUT RENDER - NFMANUFACTURES EN 13501-1) TIMBER PACKING 400mm WIDE TIMBER FRAME ENCASEMENT, FITTED INTOPIECE PLACETO ASSUIT PREBUILT DOOR FRAME PER MANUFACTURES SPECIFICATIONS. 45x12mm SOFTWOOD TIMBER PACKING PIECE TO SUIT PREBUILT DOOR FRAME TIMBER PLANTED STOP 2No.1200x2400x20mm THK GLASROC FIRECASE TO PROVIDE 2.0 HRS OF 45x12mm SOFTWOOD TIMBER PLANTED STOP FIRE PROTECTION, & 6mm GYPSUM GLASROC F-MULTIBOARD FINISH 2No.1200x2400x20mm THK GLASROC FIRECASE TO PROVIDE 2.0 HRS OF 1981 x 910 x 48mm STEEL-FRAMED FIRE DOOR (FD30) POWDERCOATED FIRE PROTECTION, & 6mm GYPSUM GLASROC F-MULTIBOARD FINISH WITH RAL FINISH, MANUFACTURED BY HAG DOOR SPECIALISTS.

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

1981 x 910 x 48mm STEEL-FRAMED FIRE2035mm DOOR (FD30) POWDERCOATED HW TIMBER PREMANUFACTURED DOOR FRAME (FD30) REFER TO WITH RAL FINISH, MANUFACTURED BYTRADE HAG DOOR SPECIALISTS.FOR CONSTRUCTION/INSTALLATION DETAILS MANUFACTURES 2035mm HW TIMBER PREMANUFACTURED DOOR FRAME (FD30) REFER TO EXTERNAL DOOR HEAD DETAIL N TRADE MANUFACTURES FOR CONSTRUCTION/INSTALLATION DETAILS SCALE 1:5 EXTERNAL DOOR HEAD DETAIL N SCALE 1:5 SILICONE FILLET BEAD AT EACH END OF THRESHOLD

SILICONE FILLET BEAD AT EACH END OF THRESHOLD

ARBOSIL 1090 MASTIC EXTERNAL WEATHER SEAL

ALUMINUM CILL BEDDED ON POLYURETHANE FOAM.

2No.1200x2400x20mm THK GLASROC FIRECASE TO PROVIDE 2.0 HRS OF FIRE PROTECTION, & 6mm GYPSUM GLASROC F-MULTIBOARD FINISH 2No.1200x2400x20mm THK GLASROC FIRECASE TO PROVIDE 2.0 HRS OF 1981 x 910 x 48mm STEEL-FRAMED FIRE DOOR (FD30) POWDERCOATED FIRE PROTECTION, & 6mm GYPSUM GLASROC F-MULTIBOARD FINISH WITH RAL FINISH, MANUFACTURED BY HAG DOOR SPECIALISTS. 1981 x 910 x 48mm STEEL-FRAMED FIRE2035mm DOOR (FD30) POWDERCOATED HW TIMBER PREMANUFACTURED DOOR FRAME (FD30) REFER TO WITH RAL FINISH, MANUFACTURED BYTRADE HAG DOOR SPECIALISTS.FOR CONSTRUCTION/INSTALLATION DETAILS MANUFACTURES 2035mm HW TIMBER PREMANUFACTURED DOOR FRAME (FD30) REFER TO TRADE MANUFACTURES FOR CONSTRUCTION/INSTALLATION DETAILS POLYURETHANE FOAM INSULATION BY ISO-THANE 40mm THK GYVLON SCREED 1:3 MIX REINFORCES WITH CHICKEN WIRE, BY POLYURETHANE FOAM INSULATION BYLARFARGE ISO-THANE 40mm THK GYVLON SCREED 1:3 MIX REINFORCES WITH CHICKEN BY & FIXING ANCHOR TO SUIT STRUCTURE RESTRAINT/LOAD BEARINGWIRE, BRACKET LARFARGE HOME GAURD PITCH POLYMER DPC PLACED BETWEEN CAVITY CLOSER RESTRAINT/LOAD BEARING BRACKETEXTENDING & FIXING ANCHOR TO SUIT MIN 25mm INTOSTRUCTURE CAVITY HOME GAURD PITCH POLYMER DPC PLACED BETWEEN CAVITY CLOSER EXTENDING MIN 25mm INTO CAVITY 300 x 600 x 300mm THK ISO-HEMP RC BLOCKWORK LINTEL, LAID WITH 10mm MORTAR JOINTS TO MANUFACTURE'S SPECIFICATION & LOADING TABLES AT ALL OPENINGS. 300 x 600 x 300mm THK ISO-HEMP RC BLOCKWORK LINTEL, LAID WITH 10mm MORTAR JOINTS TO MANUFACTURE'S SPECIFICATION & LOADING TABLES AT ALL OPENINGS. 900 x 450mm THK PCC RC GROUND BEAM, DESIGNED & SPECIFIED BY CREAGH CONCRETE SPECIALISTS & INSTALLED TO MANUFACTURES SPECIFICATIONS. TO BE INTERCONNECTED WITH 900 x 450mm THK PCC RC GROUND BEAM, DESIGNEDCOLUMNS & SPECIFIED STRUCTURAL VIA STEELRODS & INSITU POUR. BY CREAGH CONCRETE SPECIALISTS & INSTALLED TO MANUFACTURES SPECIFICATIONS. TO BE INTERCONNECTED WITH STRUCTURAL COLUMNS VIA STEELRODS & INSITU POUR.

16/05/2019 19:48:23

EXTERNAL DOOR THRESHOLD DETAIL O SCALE 1:5 EXTERNAL DOOR THRESHOLD DETAIL O SCALE 1:5

Design & Development Document

DESN220044 Technology & Desigin Studio 02 A1

Rev

Description

Drawn

Issued

Date

Project

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Techinical Details N- O

Scale for A3 drawing

@A3

Drawn Ch'kd Auth

CJG -

Drawing

Date Time

16/05/2019 19:48:23

Traced Rev.

C - 016

Page 45

C J G. Drawing Status

Measurement

Site

Tender

As Built

Contract

300 1535

3799

7196

2995

900

1412

1367

900

1272

1412

139

2361

250

13 14 15 16 17 18 19 20 21 22 23 24

12 11 10 09 08 07 06 05 04 03 02 01

REFUGE POINT/AREA

FD Rev

2510

1412

1522

1412

Description

Drawn

Issued

Date

Project

1310

Major Design Project - Clarendon Street. Arts & Humanities Devolpment.

8166

Property

Project

MSP - A101

Title

Typical Stair Layout & Section

Scale for A3 drawing

As @A3 indicated Drawing

20/05/2019 23:38:46

2. ON STAIR CONSTRUCTION ALL RISERS ARE TO BE 170mm HIGH ALL GOING TREADS TO BE 250mm WIDE. 3. ALL LANDINGS ARE TO BE 6500 x 1535 x 150mm THK CONCRETE FLOORSLABS 4. ALL HANDRAILINGS ARE TO BE RASIED MIN 1.0m ABOVE FFL SUITABLY POSITIONED 1. EASILY ACCESSABLE FOR ALL LESS ABLED PEOPLE TRANSVERSING THE STAIRS (AS STATED IN APP DOC K) 5. LIFT ASSEMBLY BY "KONE ECOSPACE"INSTALLED TO MANUFACTURES SPECIFICATIONS. 1. NO LIFT-PIT REQUIRED. 6. RISING MAIN TO BE LOCATED IN SERVICE AREA FOR FIRE-FIGHTING STRATEGY. 7. SUITABLE FR MATERIALS TO BE USED IN CONJUNCTION WITH PCC STAIRWELL TO PREVENT SPREAD OF FIRE. 8. ALL FIRE DOORS ARE TO BE MINIMUM FD60

245

SERVICE AREA

LANDING

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP_Stairwell & Lifts.rvt

Pre-Tender

1. ALL PCC ELEMENTS ARE TO BE MANUFACTURED, SPECIFIED & DESIGNED BY CREAGH CONCRETE SOLUTIONS. PCC STIARFLIGHTS PCC LANDING PCC SHEARWALLS

6500

367

Fire Precautions

7100

967

Building Control

Planning

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

C017

Preliminary Client Approval

Typical Stairwell Plan (Level 0) 1 : 50

DESN220044 Technology & Desigin Studio 02

2 Design & Development Document

Section 1

Drawn Ch'kd Auth

CJG -

Date Time

20/05/2019 23:38:46

Traced Rev.

C017

1 : 100

Page 46

CJ G.

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Drawing Status Preliminary Client Approval

All dimensions to be verified on site. Figured dimensions to take preference to those scaled. This drawing is Copyright. The drawing is issued on the condition that it is not copied, reproduced, retained or disclosed toControl any unauthorised person, eitherSite wholly or in part without Building Measurement consent in writing. Fire Precautions

Planning

Pre-Tender

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical. All dimensions to be verified on site. Figured dimensions to take preference to those scaled. This drawing is Copyright. The drawing is issued on the condition that it is not copied, reproduced, retained or disclosed to any unauthorised person, either wholly or in part without consent in writing.

Level 5 - 70m 20000 Level 4 - 66m 16000 Level 3 - 62m 12000 Level 2 - 58m

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP_Topography.rvt

Level 1 FND - 54m

Level 1

4000

TO Retaining Wall Level 0 FND - 50m

Level 0

53400

BO Retaining Wall 47000 Rev

Rev

Project

Description

North Elevation 1 : 200

Property

Property Project

Title

Drawn

Issued

Drawn Date

Issued

Date

Title

Project

Project Number MDP - A101

North Elevation North Elevation

Scale for A3 drawing

Date 19/05/2019 Author Date 16/05/2019 Drawn Time 18:41:43 Checker CJG Time 19:48:34 Ch'kd @A3 Traced Approver

Drawn

Scale for A3 drawing

1 : 200 @A3

Ch'kd Auth

Auth

Drawing

DESN220044 Technology & Desigin Studio 02

Description

Project

Major Design Project, Clarendon Street - Arts & Project Name Humanities Development Project Name Project Name

C - 013

19/05/2019 18:41:43

16/05/2019 19:48:34

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

8000

Rev. Approver

Drawing

Rev.

C - 018

Design & Development Document

Traced

Page 47

C J G.

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Level 5 - 70m 20000 Level 4 - 66m 16000 Level 3 - 62m 16/05/2019 19:48:40 C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP_Topography.rvt

12000 Level 2 - 58m 8000 Level 1 FND - 54m

Level 1

4000

Level 0 FND - 50m TO Retaining Wall

Level 0

53400

Description

East Elevation

Drawn

Issued

Date

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

East Elevation

1 : 200

DESN220044 Technology & Desigin Studio 02 :04

Rev

Project

Rev

Description

Drawn

Issued

Date

Project

Project Name Project Name @A3 Project Name

Scale for A3 drawing

Drawing Property

C - 019

Drawn Ch'kd Auth

CJG -

Date Time

16/05/2019 19:48:40

Traced Rev.

Project

Project Number

Title

East Elevation

Scale for A3 drawing

1 : 200 @A3

Design & Development Document

Drawn Ch'kd Auth

Drawing

C - 012

Author Checker Approver

Page 48

Date Time

19/05/2019 18:41:04

Traced Rev.

CJ G.

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Level 5 - 70m 20000

16000 C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP_Topography.rvt

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

Level 4 - 66m

Level 3 - 62m 12000 Level 2 - 58m 8000 Level 1

Level 1 FND - 54m

4000

Rev

Level 0

TO Retaining Wall

Level 0 FND - 50m

53400

Project

Drawn

Issued

Date

Major Design Project,Drawn Clarendon Street - Arts & Description Issued Date Humanities Development

Project Name Project Name Property Project Name Property Title

Title

Project

MDP - A101

Project

Number SouthProject Elevation

South Elevation

Scale for A3 drawing Scale for A3 drawing

1 : 200

1 : 200 @A3

C - 014

19/05/2019 18:42:20

DESN220044 Technology & Desigin Studio 02

Drawn Ch'kd

Drawing Auth Drawing

16/05/2019 19:48:45

Description

Project

Design & Development Document

C - 020

Drawn

CJG

Date

16/05/2019

Time 19:48:45 Author @A3 Ch'kd -Date 19/05/2019 CheckerAuth -Time 18:42:20Traced Traced Rev. Approver Rev.

Page 49

C J G. Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP_Topography.rvt

Level 1 4000 Level 0

TO Retaining Wall

53400 Rev

Description

Drawn

Issued

Date

Project

Major Design Project, Clarendon Street - Arts & Humanities Development

BO Retaining Wall 47000

Rev

Description

Project

Property Title

DESN220044 Technology & Desigin Studio 02

MDP - A101

@A3

Drawn Ch'kd Auth

Scale for A3 drawing

Drawn

C - 021 Ch'kd

1 : 200 @A3

Auth

Author Checker Approver

CJG -

Date Time

16/05/2019 19:48:49

Traced Rev.

19/05/2019 Time 18:43:00 Date

Traced Rev.

C - 015

Design & Development Document

Date

Project Number

Scale for A3 drawing

Drawing

1 : 200

Issued

Project

West Elevation

Drawn

Property

Project Name Project Title Name West Elevation Project Name

Drawing

19/05/2019 18:43:00

16/05/2019 19:48:49

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

Page 50

C J G.

Drawing Status

Door Schedule

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

Type Mark

Family and Type

Count

Width Height 2438 1810

Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

FireRating

Name

Description

53 54 76 57

Door-Garage-CHD-3000-Wood-Single: 96" x 96" Doors_Concept_ExtDbl: 1810x2110mm Doors_Dbl_Glass_5: Glass_Dbl_Door Doors_Door-sets_ASSA ABLOY_Toilet-Door_HardwareSet-3D: 786x1989 – 8x20M

1 1 3 7

786

2438 2110 1950 1989

Doors_Door-sets_ASSA ABLOY_Toilet-Door_HardwareSet-3D: 886x1989 – 9x20M

886

1989

Toilet Door Standard solution for interior wood/timber toilet doors with WC Indicator Release. Hardware is in Scandinavian design, high quality brushed stainless steel. Suitable for all types of interior applications.

Doors_Door-sets_ASSA ABLOY_Toilet-Door_HardwareSet-3D: 1086x1989 – 16 11x20M

1086

1989

44 49 42 43 1 72 50 85

Doors_ExtDbl_Flush: 1810x2110mm Doors_IntAys_3: 1510x2110mm-Sgl_Swing Doors_IntSgl: 810x2110mm Doors_IntSgl: 1010x2110mm Doors_IntSgl_w-Transome: 910x2110mm Doors_Revolving: 2000mm_Diameter Doors_SCO_ExtDbl_Flush: 1810x2110mm NBS_HAGTheDoorSpecialists_MtlDrsts_Armourdoor_FD01Double: Armourdoor_FD01Double_TypeA

10 7 5 11 15 1 8 24

1810 1510 810 1010 910 1948 1810 0

2110 2110 2110 2110 2110 2950 2110 0

NBS_HAGTheDoorSpecialists_MtlDrsts_Armourdoor_FD01Single: Armourdoor_FD01Single_TypeA

NBS_SldStackingPnlPrtn_OperablePartition_PerpendicularStack: CentredOnTrack

Garage Door

Internal Asymmetric Door Internal Single Door Internal Single Door Internal Single Door

60, 120 and 240 minutes in accordance with BS 476-20 and -22, BS EN 1634 60, 120 and 240 minutes in accordance with BS 476-20 and -22, BS EN 1634 n/a

Fireguard steel door provides protection against the spread of fire whilst securing property against theft Fireguard steel door provides protection against the spread of fire whilst securing property against theft Generic folding-sliding door with 4 leaves

Rev

Description

Drawn

Date

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Door Schedule 01

Scale for A3 drawing

@A3

Drawn Ch'kd Auth

Author Checker Approver

Drawing

Design & Development Document

Date Time

24/05/2019 20:47:10

Traced Rev.

C - 022

24/05/2019 20:47:10

DESN220044 Technology & Desigin Studio 02

Issued

Project

Page 51

C J G.

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Cubicle/Service Doors

2110

1710

1985

1996

Dis' W/C Doors

Ext' Double-Flush Doors

1810 1713

2110 2000

2137

1810

1098

980 792

2043

2137

Shower Doors

1080 930

2137

880 692

1411

2045

910

1996

External Double Doors

1580

2139

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

Bicycle Garage Door

810

1996

1810 1710

2110 1985

2438

Rev

Description

Drawn

Date

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Office Door

ME Service Door

Office Door

Tutors Office Door

Classroom Doors

Project

MDP - A101

Title

Door Schedule 02

Scale for A3 drawing

1 : 50 @A3

Drawn Ch'kd Auth

Author Checker Approver

Drawing

24/05/2019 20:47:21

Issued

Project

1 : 50

DESN220044 Technology & Desigin Studio 02

Design & Development Document

Time

24/05/2019 20:47:21

Traced Rev.

C - 023

Door Key 01

Date

Page 52

CJ G.

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Armoured Fire Single Door

2000 200

Retractable Door System

24/05/2019 20:47:31

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

Armoured Fire Double Door

5000

2075

912

1956

1000

1412

2000

1456

1956

2000

Rev

Description

Drawn

Issued

Date

Project

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Door Schedule 03

Scale for A3 drawing

1 : 50 @A3

Drawn Ch'kd Auth

Door Key 02

Author Checker Approver

Drawing

Design & Development Document

Time

24/05/2019 20:47:31

Traced Rev.

C - 024

1 : 50

DESN220044 Technology & Desigin Studio 02

Date

Page 53

CJ G.

Drawing Status

Window Schedule

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

Type Mark

Level

95 Level 0 FND - 50m 88 Level 0 FND - 50m Level 0 FND - 50m: 4 95 Level 1 FND - 54m 111 Level 1 FND - 54m 91 Level 1 FND - 54m 88 Level 1 FND - 54m 124 Level 1 FND - 54m 125 Level 1 FND - 54m 113 Level 1 FND - 54m 122 Level 1 FND - 54m 123 Level 1 FND - 54m 68 Level 1 FND - 54m 75 Level 1 FND - 54m Level 1 FND - 54m: 32 95 Level 2 - 58m 111 Level 2 - 58m 91 Level 2 - 58m 88 Level 2 - 58m 124 Level 2 - 58m 125 Level 2 - 58m 113 Level 2 - 58m 122 Level 2 - 58m 123 Level 2 - 58m Level 2 - 58m: 32 40 Level 3 - 62m 95 Level 3 - 62m 111 Level 3 - 62m 120 Level 3 - 62m 124 Level 3 - 62m 125 Level 3 - 62m 115 Level 3 - 62m 123 Level 3 - 62m Level 3 - 62m: 22 Grand total: 90

Family

Count

K-LINE BANDE FILANTE RENO-applique-KLT-5ZH_V2 K-LINE ENSEMBLE COMPOSE NEUF KLT-8Z-4H2V K-LINE BANDE FILANTE RENO-applique-KLT-5ZH_V2 K-LINE BANDE FILANTE RENO-tunnel-KLT-3ZV_V2 K-LINE ENSEMBLE COMPOSE NEUF KLT-4Z_V3 K-LINE ENSEMBLE COMPOSE NEUF KLT-8Z-4H2V K-LINE ENSEMBLE COMPOSE RENO-applique-KLT-6Z-3H2V K-LINE ENSEMBLE COMPOSE RENO-applique-KLT-8Z-4H2V K-LINE ENSEMBLE COMPOSE RENO-tunnel-KLT-3Z-Gauche_V2 K-LINE ENSEMBLE COMPOSE RENO-tunnel-KLT-6Z-3H2V K-LINE ENSEMBLE COMPOSE RENO-tunnel-KLT-8Z-4H2V Windows_Corner Windows_Sgl_Casement_Top-Hung K-LINE BANDE FILANTE RENO-applique-KLT-5ZH_V2 K-LINE BANDE FILANTE RENO-tunnel-KLT-3ZV_V2 K-LINE ENSEMBLE COMPOSE NEUF KLT-4Z_V3 K-LINE ENSEMBLE COMPOSE NEUF KLT-8Z-4H2V K-LINE ENSEMBLE COMPOSE RENO-applique-KLT-6Z-3H2V K-LINE ENSEMBLE COMPOSE RENO-applique-KLT-8Z-4H2V K-LINE ENSEMBLE COMPOSE RENO-tunnel-KLT-3Z-Gauche_V2 K-LINE ENSEMBLE COMPOSE RENO-tunnel-KLT-6Z-3H2V K-LINE ENSEMBLE COMPOSE RENO-tunnel-KLT-8Z-4H2V K-LINE BANDE FILANTE NEUF KLT-3ZV_V3 K-LINE BANDE FILANTE RENO-applique-KLT-5ZH_V2 K-LINE BANDE FILANTE RENO-tunnel-KLT-3ZV_V2 K-LINE ENSEMBLE COMPOSE RENO-applique-KLT-3Z-Droit_V2 K-LINE ENSEMBLE COMPOSE RENO-applique-KLT-6Z-3H2V K-LINE ENSEMBLE COMPOSE RENO-applique-KLT-8Z-4H2V K-LINE ENSEMBLE COMPOSE RENO-tunnel-KLT-3Z-Allège_V2 K-LINE ENSEMBLE COMPOSE RENO-tunnel-KLT-8Z-4H2V

1 3 4 1 1 2 2 8 3 1 1 10 1 2 32 1 3 2 2 8 5 1 1 9 32 7 1 3 1 5 2 1 2 22 90

Height

Width

Description

870 2000

4070 4000

Fenêtre Alu Fenêtre Alu

870 2410 2000 2000 2070 2070 2010 2010 2010 910 1210

4070 810 2000 4000 3070 4070 2010 3010 4010 910 910

Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu

870 2410 2000 2000 2070 2070 2010 2010 2010

4070 810 2000 4000 3070 4070 2010 3010 4010

Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu

2400 870 2410 2070 2070 2070 2010 2010

800 4070 810 2070 3070 4070 2010 4010

Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu Fenêtre Alu

Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Rev

Description

Drawn

Property

Project

MDP - A101

Title

Window Schedule 01

Scale for A3 drawing

@A3

Drawn Ch'kd Auth

Author Checker Approver

24/05/2019 20:47:48

Date Time

24/05/2019 20:47:48

Traced Rev.

C - 025

Design & Development Document

Date

Major Design Project, Clarendon Street - Arts & Humanities Development

Drawing

DESN220044 Technology & Desigin Studio 02

Issued

Project

Page 54

C J G.

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

864 714

797

864 681

4064

2064

3914

1914

K-Line Ensemble Compose Neuf (KLT-4Z-V3)

4070

1901

3901

2073

1901

2070

1933

2038

1890 K-Line Ensemble Compose Neuf (KLT-8Z-4H2V)

2070 1944

2901

1917

2027

2438

K-Line Bande Filante Neuf (KLT-3ZV_V3)

2290

K-Line Bande Filante Reno Tunnel (KLT -3ZV_V2)

3070

2070

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

K-Line Bande Filante Reno Applique (KLT-5ZH_V2)

2374 2301

4038 3890

701

Rev

Description

Drawn

Date

Major Design Project, Clarendon Street - Arts & Humanities Development

K-Line Ensemble Compose Reno Applique (KLT-6Z-3H2V)

K-Line Ensemble Compose Reno Applique (KLT-3Z-Droit_V2)

K-Line Ensemble Compose Reno Applique (KLT-8Z-4H2V)

Property

Project

MDP - A101

Title

Window Schedule 02

Scale for A3 drawing

1 : 50 @A3

Drawn Ch'kd Auth

Author Checker Approver

Drawing

24/05/2019 20:48:00

Issued

Project

1 : 50

DESN220044 Technology & Desigin Studio 02

Design & Development Document

Time

24/05/2019 20:48:00

Traced Rev.

C - 026

Window Key 01

Date

Page 55

CJ G.

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

K-Line Ensemble Compose Reno Tunnel (KLT-3Z-Gauche - V2)

1901

1997

830

1097

1210

910 807

K-Line Ensemble Compose Reno Tunnel (KLT-3Z-Allege-V2)

910

779

Window Corner Placement (910 x 910mm)

K-Line Ensemble Compose Reno Tunnel (KLT-8Z-4H2V)

1901

1974

3901

1997

3997

2944

K-Line Ensemble Compose Reno Tunnel (KLT-6Z-3H2V)

860

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

2987

1997 1901

1901

1987

1885

1901

1987

Window Top-Hung (910 x 1210mm)

Rev

Description

Drawn

Date

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Window Schedule 03

Scale for A3 drawing

1 : 50 @A3

Drawn Ch'kd Auth

Author Checker Approver

Drawing

24/05/2019 20:48:14

Issued

Project

1 : 50

DESN220044 Technology & Desigin Studio 02

Design & Development Document

Time

24/05/2019 20:48:14

Traced Rev.

C - 027

Window Key 02

Date

Page 56

C J G.

Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Fire Escape Route

FIR PR E A OC SS E E EM D B T O LY C E P OI ME N T TE RY FD

22 m

4. CAFE LOCATED ON LEVEL 01, IS TO BE COMPARTMENTALISED & A SECONDARY REFUGE AREA FOR ANY DISABLED USERS.

ø 18000 18.1 m

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

15 . 5m

FIR EX E A IS SS TIN E G MB ST LY AIR PO S I FD TO N T PR PR EM OC E R EE IN D D N CA OW RP N AR FD K

5. ALL STAIR-CORES ARE TO BE COMPARTMENTALISED WITH THE FOLLOWING: A. REFUGE AREAS WITH 2 HOURS FP (MIN B. SUITABLE DISABLED EVACUATION EQUIPMENT TO BE INSTALLED C. FIRE FIGHTING EQUIPMENT TO BE INSTALLED D. RISING MAIN TO BE LOCATED IN REFUGE AREA.

Rev

Description

Drawn

Issued

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 00 - Fire strategy

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Author Checker Approver

Date Time

28/05/2019 19:24:33

Traced

Drawing

28/05/2019 19:24:33

Date

Project

Rev.

S - 001

Level 0 - 50m Fire Strategy 1 : 200

DESN220044 Technology & Desigin Studio 02

Design & Development Document

Page 57

CJ G. Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Fire Escape Route

1. ALL HATCH FILLS ARE TO BE COMPARTMENTALISED AREAS - 2 HOURS MINIMUM FIRE PROTECTION 2. All INTERNAL & EXTERNAL WALLS ARE TO HAVE ON BOTH FACES, TO PROVIDE 2HRS OF FIRE PROTECTION. A. 2no. GYPROC FIRECLASS PLASTBOARD LININGS B. 1no. GYPROC MULTIBOUARD 3. ALL FIREDOORS ARE TO BE MANUFACTURED "HAG-ARMOURDOOR FD" & LOCATED AT SUITABLE FIRE ESCAPE ROUTES / ASSEMBLY AREAS. 4. CAFE LOCATED ON LEVEL 01, IS TO BE COMPARTMENTALISED & A SECONDARY REFUGE AREA FOR ANY DISABLED USERS. 5. ALL STAIR-CORES ARE TO BE COMPARTMENTALISED WITH THE FOLLOWING: A. REFUGE AREAS WITH 2 HOURS FP (MIN B. SUITABLE DISABLED EVACUATION EQUIPMENT TO BE INSTALLED C. FIRE FIGHTING EQUIPMENT TO BE INSTALLED D. RISING MAIN TO BE LOCATED IN REFUGE AREA.

ø 18000 33 m

DN 26 .4

.7 m

m .4

FIRE ASSEMBLY POINT PROCEED TO MAIN RECEPTION AREA OR CHAUCER BUILDING

FIRE ASSEMBLY POINT CAR PARK (RELOCATE TO CEMETERY ASAP UNDER GUIDANCE) TO ALLOW FIRE SERVICE UN-IMPEDED ACCESS.

20.4 m

FD FIR FR E A B U OM S S E CH ILDI BUIL MBL AU NG DIN Y P CE / B G OIN R S RE T O T TR A J O W A - P R E E UT R D O C T) SP S C E E AC HA D A E ( UC W BE ER AY FO RE

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

RE F

Rev

Description

Drawn

Issued

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 01 - Fire Strategy

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Author Checker Approver

Date Time

28/05/2019 19:24:48

Traced

28/05/2019 19:24:48

Drawing

DESN220044 Technology & Desigin Studio 02

Level 1 - 54m Fire Stategy

Rev.

S - 002

1 : 200

Design & Development Document

Date

Project

Page 58

C J G. Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Fire Escape Route

1. ALL HATCH FILLS ARE TO BE COMPARTMENTALISED AREAS - 2 HOURS MINIMUM FIRE PROTECTION

FIRE ASSEMBLY POINT PROCEED FROM LEARNING ENVIRONMENT TO COMPARTMENTILISED STAIRCORE

2. All INTERNAL & EXTERNAL WALLS ARE TO HAVE ON BOTH FACES, TO PROVIDE 2HRS OF FIRE PROTECTION. A. 2no. GYPROC FIRECLASS PLASTBOARD LININGS B. 1no. GYPROC MULTIBOUARD 3. ALL FIREDOORS ARE TO BE MANUFACTURED "HAG-ARMOURDOOR FD" & LOCATED AT SUITABLE FIRE ESCAPE ROUTES / ASSEMBLY AREAS. 4. CAFE LOCATED ON LEVEL 01, IS TO BE COMPARTMENTALISED & A SECONDARY REFUGE AREA FOR ANY DISABLED USERS.

FIRE ASSEMBLY POINT PROCEED FROM LEARNING ENVIRONMENT TO MAIN RECPTION AREA VIA RAISED WALKWAYS)

30 m

ø 18000 m

.7 m

1 9. 6m

17.5 m

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

RE F

5.4 FIRE ASSEMBLY POINT PROCEED FROM TUTOR'S OFFICES TO MAIN RECPTION AREA VIA RAISED WALKWAYS)

.2 10

m Rev

Description

Drawn

Issued

Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 02 - Fire Strategy

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Author Checker Approver

Date Time

28/05/2019 19:25:05

Traced

28/05/2019 19:25:05

Drawing

DESN220044 Technology & Desigin Studio 02

Date

Project

Level 2 - 58m Fire Strategy

Rev.

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Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Fire Escape Route

1. ALL HATCH FILLS ARE TO BE COMPARTMENTALISED AREAS - 2 HOURS MINIMUM FIRE PROTECTION

FIRE ASSEMBLY POINT PROCEED FROM LEARNING ENVIRONMENT TO COMPARTMENTILISED STAIRCORE

22.4

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FIRE ASSEMBLY POINT PROCEED FROM SENIOR LEACTURER'S ENVIRONMENT TO EITHER STAIR CORE OR BREAKOUT SPACE / ROOF TOP GARDEN, FOLLOWING ONTO MAIN RECPTION AREA VIA RAISED WALKWAYS, LEVEL 02)

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Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 03 - Fire Strategy

Scale for A3 drawing

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Level 3 - 62m Fire Strategy

Author Checker Approver

Date Time

28/05/2019 19:25:21

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Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Fire Escape Route

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FIRE ASSEMBLY POINT PROCEED FROM PLANT ROOM TO COMPARTMENTILISED STAIRCORE OR IF NOT ACCESSABLE. ADJACENT GREEN ROOFS & AWAIT FIRE SERVICES FOR RESCUE.

Rev

Description

Drawn

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Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 04 - Fire Strategy

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Author Checker Approver

Date Time

28/05/2019 19:25:28

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Level 4 - 66m Fire Strategy

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Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Str ee t.

Cold Water

do n

Hot Water Heating System

ng Cla ren

Electrical Layout Foul Drainage Surface Water Drainage

Alo

ALL SOLID COLOURS ARE TO BE VERTICAL RISERS/JUNCTIONS FOR TRANSFER ROUTES & TRUNKING

lD r ai na

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ALL VARIED DASHED LINES ARE TO BE HORIZONTAL TRANSFER ROUTES & TRUNKING

in g

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HEATING: ALL UNDERFLOOR HEATING SYSTEMS ARE TO BE LAID & SERVICED TO MANUFACTURER'S SPECIFICATIONS VIA ELECTRICAL & PHOTOVOLTAIC / ALGAE PANELS POWER SOURCE IN LEVEL 04 PLANT ROOM.

Ex ist

ELECTRICAL LAYOUT: ALL ELECTRICAL SYSTEMS & TRUNKING IS TO BE RUN ABOVE PROPIETY CIELING SYSTEM & ATTACHED TO UNDERSIDE OF HOLLOWCORE FLOOR PIECES. UNLESS ITS ABLE TO BE RUN DOWN COLUMNS OR WITHIN THE ISOHEMP BLOCKWORK WALLS & THEN SUITABLY BACKFILLED / COVERED UP.

DRAINAGE: ALL DRAINAGE WORKS TO BE IN ACCORDANCE WITH BS EN 12056 & 752

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ALL EXTERNAL FOUL DRAINAGE PIPEWORK TO BE BEDDED IN GRANULAR MATERIAL AGGREGATE CLASS F BEDDING 10mm (min) ALL DRAINAGE PIPES / INSPECTION CHAMBERS TO BE ENCASED IN GEN 1 ST2 CONSISTENCE CLASS S1 CONCRETE, IF WITHIN MIN 1.00m OF THE DWELLING

Rev

Description

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Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 00 - ME Strategy

Scale for A3 drawing

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Drawn Ch'kd Auth

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Date Time

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Level 0 - 50m ME Strategy 1 : 200

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Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Str ee t.

do n

Cold Water Hot Water

l on gC lar en

Heating System Electrical Layout Foul Drainage Surface Water Drainage

-A

ALL SOLID COLOURS ARE TO BE VERTICAL RISERS/JUNCTIONS FOR TRANSFER ROUTES & TRUNKING

lD r ai na

ALL VARIED DASHED LINES ARE TO BE HORIZONTAL TRANSFER ROUTES & TRUNKING

Ex ist

in g

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HEATING: ALL UNDERFLOOR HEATING SYSTEMS ARE TO BE LAID & SERVICED TO MANUFACTURER'S SPECIFICATIONS VIA ELECTRICAL & PHOTOVOLTAIC / ALGAE PANELS POWER SOURCE IN LEVEL 04 PLANT ROOM. ELECTRICAL LAYOUT: ALL ELECTRICAL SYSTEMS & TRUNKING IS TO BE RUN ABOVE PROPIETY CIELING SYSTEM & ATTACHED TO UNDERSIDE OF HOLLOWCORE FLOOR PIECES. UNLESS ITS ABLE TO BE RUN DOWN COLUMNS OR WITHIN THE ISOHEMP BLOCKWORK WALLS & THEN SUITABLY BACKFILLED / COVERED UP.

RE F

DRAINAGE: ALL DRAINAGE WORKS TO BE IN ACCORDANCE WITH BS EN 12056 & 752

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Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 01 - ME Strategy

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Author Checker Approver

Date Time

1 Design & Development Document

Level 1 - 54m ME Strategy

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Page 63

CJ G. Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Str ee t.

do n

Cold Water Hot Water

ng Cla ren

Heating System Electrical Layout Foul Drainage

Alo

Surface Water Drainage

ge -

ALL SOLID COLOURS ARE TO BE VERTICAL RISERS/JUNCTIONS FOR TRANSFER ROUTES & TRUNKING

lD r ai na

ALL VARIED DASHED LINES ARE TO BE HORIZONTAL TRANSFER ROUTES & TRUNKING

Ex ist

in g

Fo u

UNLESS ITS ABLE TO BE RUN DOWN COLUMNS OR WITHIN THE ISOHEMP BLOCKWORK WALLS & THEN SUITABLY BACKFILLED / COVERED UP.

RE F

DRAINAGE: ALL DRAINAGE WORKS TO BE IN ACCORDANCE WITH BS EN 12056 & 752

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Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 02 - ME Strategy

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Author Checker Approver

Date Time

25/05/2019 16:52:31

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Drawing

DESN220044 Technology & Desigin Studio 02

Date

Project

Level 2 - 58m ME Strategy

Rev.

M - 003

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Design & Development Document

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C J G. Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Cold Water Hot Water Heating System Electrical Layout Foul Drainage Surface Water Drainage ALL SOLID COLOURS ARE TO BE VERTICAL RISERS/JUNCTIONS FOR TRANSFER ROUTES & TRUNKING ALL VARIED DASHED LINES ARE TO BE HORIZONTAL TRANSFER ROUTES & TRUNKING HEATING: ALL UNDERFLOOR HEATING SYSTEMS ARE TO BE LAID & SERVICED TO MANUFACTURER'S SPECIFICATIONS VIA ELECTRICAL & PHOTOVOLTAIC / ALGAE PANELS POWER SOURCE IN LEVEL 04 PLANT ROOM. ELECTRICAL LAYOUT: ALL ELECTRICAL SYSTEMS & TRUNKING IS TO BE RUN ABOVE PROPIETY CIELING SYSTEM & ATTACHED TO UNDERSIDE OF HOLLOWCORE FLOOR PIECES. UNLESS ITS ABLE TO BE RUN DOWN COLUMNS OR WITHIN THE ISOHEMP BLOCKWORK WALLS & THEN SUITABLY BACKFILLED / COVERED UP. DRAINAGE: ALL DRAINAGE WORKS TO BE IN ACCORDANCE WITH BS EN 12056 & 752

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

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Description

Drawn

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Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 03 - ME Strategy

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Author Checker Approver

Date Time

25/05/2019 16:52:48

Traced

25/05/2019 16:52:48

Drawing

DESN220044 Technology & Desigin Studio 02

Date

Project

Level 3 - 62m ME Strategy

Rev.

M - 004

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Page 65

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Drawing Status Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

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Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 04 - ME Strategy

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Author Checker Approver

Date Time

25/05/2019 16:52:57

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Level 4 - 66m ME Strategy

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C J G.

Green Roof & Break out Space

Clarendon Street Facade & Bicycle Entrance

Green roof & Break out space: A large surface area was deemed to be needed for a breakout space, for both students & teachers to use. The area would be used for escaping classrooms/office environments, a place to eat lunch and also as part of the Art’s facility. Would allow an open space to allow students to perform or participate in larger social gatherings. Clarendon street facade & Bicycle Entrance: This front facade, was slightly inspired by the “Black Diamond” museum from Copenhagen, however I wanted to try and include more multi-coloured aspects to it. As such, this would be the main facade that would be seen by the main public and would incorporate a Bicycle path along the exterior. With a key-fob security system to allow cyclists to enter/exit the site; with an adjacent wash/shower room facility inside. Bio-Phillic SUDs system; This feature, would be created by utilising old structural materials from “Trent House” before allowing natural climbing vegetation or a small tree, to establish itself within a central courtyard of the proposed building. It would incorporate a Water-Reclaimination system underneath it, to act as a permanent source of water for the vegetation; which would run in via a guttering system from the roof structure. Bio-Phillic SUDS system

DESN220044 Technology & Desigin Studio 02

It would also have photovoltaic cells, built into its structure. To allow a natural multi-coloured glow to emit from the tree during night time; reducing the security threat in the air by allowing light to emit from it.

Design & Development Document

Page 67

CJ G.

Leacture Theatre

Clarendon Street Main Entrance & Reception

Lecture Theatre: Incorporating a multi-tiered lecture theatre, on level 00. Allowing 350 person capacity to attend seminars, lectures & guest speakers to attend within the proposed building. Clarendon street Main Entrance & Reception: This main entrance, would lead in from Clarendon street and form the main access into the building. As it would incorporate a reception area with signage & help, with a security system in place to enter the structure. Along with suitably disabled access points & security measures put in place, to protect both students & facility members. A cafe area would be located on the secondary level of this structure, allowing visitors to get a beverage before entering the main learning facility. Chaucer Street - Zen Garden; This feature, would be created by utilising recycled crushed masonry & aggregate from the foundation stage of the project. It would incorporate a small pond / SUDs system & a similar design for the Bio-Philic tree design. To allow vegetation to vertically grow and create a form of nature in this urban environment. Chaucer Street Soft landscaping - ZEN garden.

DESN220044 Technology & Desigin Studio 02

There would also be earth-rammed “Learning Pods” that would be there for shade from the elements & to allow a quiet outdoor area for anyone wishing to study or do collective group work away from the main building.

Design & Development Document

Page 68

FINALISED BUILDING REGULATION COMPLIANCE. Part B - Fire Regulations & Safety 70 - 74 Part E - Acoustic Properties 75 - 76 Part M - Accessibility 77 Part K - Falling & Collusion 78 Part M & K - Additional Solutions 79

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Design & Development Document

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Final Building Regulation Compliance:

Measurement

Site

Tender

As Built

Drawing Status

Contract

FIRE ASSEMBLY POINT PROCEED FROM LEARNING ENVIRONMENT TO MAIN RECPTION AREA VIA RAISED WALKWAYS)

Time

28/05/2019 19:24:33

20.4 m

Traced

ø 18000

Drawing Status Preliminary

Building Control

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Fire Precautions

Planning

Pre-Tender

Measurement

Site

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As Built

Contract

FIRE ASSEMBLY POINT PROCEED FROM SENIOR LEACTURER'S ENVIRONMENT TO EITHER STAIR CORE OR BREAKOUT SPACE / ROOF TOP GARDEN, FOLLOWING ONTO MAIN RECPTION AREA VIA RAISED WALKWAYS, LEVEL 02)

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Ch'kd Auth

Author Checker Approver

4. CAFE LOCATED ON LEVEL 01, IS TO BE COMPARTMENTALISED & A SECONDARY REFUGE AREA FOR ANY DISABLED USERS. 5. ALL STAIR-CORES ARE TO BE COMPARTMENTALISED WITH THE FOLLOWING: A. REFUGE AREAS WITH 2 HOURS FP (MIN B. SUITABLE DISABLED EVACUATION EQUIPMENT TO BE INSTALLED C. FIRE FIGHTING EQUIPMENT TO BE INSTALLED D. RISING MAIN TO BE LOCATED IN REFUGE AREA.

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3. ALL FIREDOORS ARE TO BE MANUFACTURED "HAG-ARMOURDOOR FD" & LOCATED AT SUITABLE FIRE ESCAPE ROUTES / ASSEMBLY AREAS.

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Major Design Project, Clarendon Street - Arts & Humanities Development

Title

Level 01 - Fire Strategy

Scale for A3 drawing

2. All INTERNAL & EXTERNAL WALLS ARE TO HAVE ON BOTH FACES, TO PROVIDE 2HRS OF FIRE PROTECTION. A. 2no. GYPROC FIRECLASS PLASTBOARD LININGS B. 1no. GYPROC MULTIBOUARD

Project

Title

Level 1 - 54m Fire Stategy 1 : 200

19.6

FIRE ASSEMBLY POINT PROCEED FROM TUTOR'S OFFICES TO MAIN RECPTION AREA VIA RAISED WALKWAYS)

Description

Drawing

Major Design Project, Clarendon Street - Arts & Humanities Development

Rev.

1. ALL HATCH FILLS ARE TO BE COMPARTMENTALISED AREAS - 2 HOURS MINIMUM FIRE PROTECTION

FIRE ASSEMBLY POINT PROCEED FROM LEARNING ENVIRONMENT TO COMPARTMENTILISED STAIRCORE

Project

S - 001 28/05/2019 19:24:48

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FD FIR FR E A B U OM S S E CH ILDINBUIL MBLY AU G DIN P CE / B G OIN R S RE T O T TR AJO W A - PR E E UT R D O C T) SP S C E E AC HA D A E (B UC W E F E R AY OR E

Date

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

FD Auth

Author Checker Approver

As Built

4. CAFE LOCATED ON LEVEL 01, IS TO BE COMPARTMENTALISED & A SECONDARY REFUGE AREA FOR ANY DISABLED USERS.

RE F

. Ch'kd

Site

Tender Contract

3. ALL FIREDOORS ARE TO BE MANUFACTURED "HAG-ARMOURDOOR FD" & LOCATED AT SUITABLE FIRE ESCAPE ROUTES / ASSEMBLY AREAS.

RE F MDP - A101

Drawn

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

m .8 14

1 : 200 @A3

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Project

Level 00 - Fire strategy

Scale for A3 drawing

Measurement

Fire Escape Route

Date

FIRE ASSEMBLY POINT CAR PARK (RELOCATE TO CEMETERY ASAP UNDER GUIDANCE) TO ALLOW FIRE SERVICE UN-IMPEDED ACCESS.

2. All INTERNAL & EXTERNAL WALLS ARE TO HAVE ON BOTH FACES, TO PROVIDE 2HRS OF FIRE PROTECTION. A. 2no. GYPROC FIRECLASS PLASTBOARD LININGS B. 1no. GYPROC MULTIBOUARD

30 m

Property

Drawing

28/05/2019 19:24:33

Major Design Project, Clarendon Street - Arts & Humanities Development

Title

Pre-Tender

4. CAFE LOCATED ON LEVEL 01, IS TO BE COMPARTMENTALISED & A SECONDARY REFUGE AREA FOR ANY DISABLED USERS.

Issued

Fire Precautions

1. ALL HATCH FILLS ARE TO BE COMPARTMENTALISED AREAS - 2 HOURS MINIMUM FIRE PROTECTION

FIRE ASSEMBLY POINT PROCEED FROM LEARNING ENVIRONMENT TO COMPARTMENTILISED STAIRCORE

FIRE ASSEMBLY POINT PROCEED TO MAIN RECEPTION AREA OR CHAUCER BUILDING

Drawn

Building Control

Planning

3. ALL FIREDOORS ARE TO BE MANUFACTURED "HAG-ARMOURDOOR FD" & LOCATED AT SUITABLE FIRE ESCAPE ROUTES / ASSEMBLY AREAS.

Description

Preliminary Client Approval

ø 18000

Rev

Level 0 - 50m Fire Strategy

Drawing Status

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Project

As Built

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

18.1 m

Site

Tender Contract

FIR PR E A OC SS E E EM D B T O LY CE POIN ME T TE RY FD

3. ALL FIREDOORS ARE TO BE MANUFACTURED "HAG-ARMOURDOOR FD" & LOCATED AT SUITABLE FIRE ESCAPE ROUTES / ASSEMBLY AREAS.

ø 18000

Measurement

Fire Escape Route

2. All INTERNAL & EXTERNAL WALLS ARE TO HAVE ON BOTH FACES, TO PROVIDE 2HRS OF FIRE PROTECTION. A. 2no. GYPROC FIRECLASS PLASTBOARD LININGS B. 1no. GYPROC MULTIBOUARD

4. CAFE LOCATED ON LEVEL 01, IS TO BE COMPARTMENTALISED & A SECONDARY REFUGE AREA FOR ANY DISABLED USERS.

Pre-Tender

1. ALL HATCH FILLS ARE TO BE COMPARTMENTALISED AREAS - 2 HOURS MINIMUM FIRE PROTECTION

2. All INTERNAL & EXTERNAL WALLS ARE TO HAVE ON BOTH FACES, TO PROVIDE 2HRS OF FIRE PROTECTION. A. 2no. GYPROC FIRECLASS PLASTBOARD LININGS B. 1no. GYPROC MULTIBOUARD

15.5

Fire Precautions

Fire Escape Route

1. ALL HATCH FILLS ARE TO BE COMPARTMENTALISED AREAS - 2 HOURS MINIMUM FIRE PROTECTION

FIR EX E A IS SS TIN E G MB ST LY AIR PO S IN FD TO T PR PR EM OC E R EE IN D D N CA OW RP N AR FD K

Building Control

Planning

Fire Escape Route

22 m

Preliminary Client Approval

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Pre-Tender

22.4

Building Control Fire Precautions

Planning

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

Preliminary Client Approval

This drawing should be read in conjunction with all other design information, drawings and documents including all other design consultants requirements including structural, mechanical, electrical.

Time

28/05/2019 19:24:48

Scale for A3 drawing

1 : 200 @A3

Traced Rev.

Level 2 - 58m Fire Strategy 1 : 200

Drawn Ch'kd Auth

Drawing

S - 002

Drawn

Issued

Date

Major Design Project, Clarendon Street - Arts & Humanities Development

MDP - A101

Property

Level 02 - Fire Strategy

Date

Description

Project

Author Checker Approver

Project

MDP - A101

Title

Level 03 - Fire Strategy 28/05/2019 Time 19:25:05 Date

Scale for A3 drawing

Drawn

1 : 200 @A3

Traced

Ch'kd Auth

Rev.

S - 003 28/05/2019 19:25:21

Drawing Status

App Doc B - Fire Safety - Compartmentalisation.

28/05/2019 19:25:05

CJ G.

Level 3 - 62m Fire Strategy

Author Checker Approver

Date Time

28/05/2019 19:25:21

Traced

Drawing

Rev.

S - 004

1 : 200

Drawing Status

COMPARTMENTALISATION:

Preliminary

Building Control

Client Approval

Fire Precautions

Planning

Pre-Tender

Measurement

Site

Tender

As Built

Contract

Fire Escape Route

The proposed structure will incorporate a single centrally located stair-cell, indicated by the “filled hatch regions” that will be compartmentalised areas. Refuge area / points for disabled individuals would be located at the landing sections of these stair cores; for those that would be unable to escape quickly along the designated escape routes or fire exits. (See pages 57-61 within the design document for further details, of escape routes & Fire Exit locations.)

Level 03, will consist of a safe / secure compartmentalised circulation space, that will be not be accessible to students due to location of senior lecturer’s offices. So this area will have minimal occupancy, when compared to the main learning environment on levels 00-02. However should the compartmentalised areas become compromised, then the adjacent green roof / breakout space will be an additional assembly area & refuge point for any disabled individuals, until suitable rescue personal can extract them from the building. Level 04, which will consist of the Plant Room machinery, will incorporate several functions of electronic safety monitoring & will be compartmentalised, to prevent any accidents occurring & fire spreading downwards into the rest of the building.

ø 18000

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

The staff kitchen’s located on levels 01-03, will compartmentalised with greater integration of fire-alarm systems & prevention methods. Due to cooking facilities being located here and there close proximity to lecturer’s office spaces.

4. CAFE LOCATED ON LEVEL 01, IS TO BE COMPARTMENTALISED & A SECONDARY REFUGE AREA FOR ANY DISABLED USERS.

FIRE ASSEMBLY POINT PROCEED FROM PLANT ROOM TO COMPARTMENTILISED STAIRCORE OR IF NOT ACCESSABLE. ADJACENT GREEN ROOFS & AWAIT FIRE SERVICES FOR RESCUE.

Rev

Description

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Major Design Project, Clarendon Street - Arts & Humanities Development Property

Project

MDP - A101

Title

Level 04 - Fire Strategy

Scale for A3 drawing

1 : 200 @A3

Drawn Ch'kd Auth

Drawing

28/05/2019 19:25:28

The main centralised corridor & circulation spaces located on levels 00-02 will also be compartmentalised. Allowing a secondary refuge area for transactions between the main escape routes, with access to and from all the learning environments traversing through this location. Additionally, these routes will lead onto a tertiary refuge & assembly areas located away from the main reception building (see level 02 drawings), located on Clarendon street.

3. ALL FIREDOORS ARE TO BE MANUFACTURED "HAG-ARMOURDOOR FD" & LOCATED AT SUITABLE FIRE ESCAPE ROUTES / ASSEMBLY AREAS.

Level 4 - 66m Fire Strategy

Author Checker Approver

Date Time

28/05/2019 19:25:28

Traced Rev.

S - 005

1 : 200

ESCAPE ROUTES & ASSEMBLY AREAS: For further information of proposed Fire Escape routes & Assembly areas, associated with this dwelling refer to: MDP_A101_SDC_AT_S_MSP _S001 - 005 (Pages 57 - 61, within the design document) As stated in AppDoc B2 (2013) – B1, section 03: Buildings other than Flats: table 02 - Limitations of Travel Distance(pg 33) Due to the size of rooms via the schedule, some room layouts exceed the minimum distance of travel to a Fire-Escape route. However each room which falls into this category, has a Fire-door placed there or an additional means of escape via a raised walkway or breakout space.

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Design & Development Document

Page 70

Final Building Regulation Compliance:

C J G.

App Doc B - Fire Safety - Compartmentalisation.

There are three stairwells located within the proposed Arts & Humanities building located along Clarendon Street. However only one is to be compartmentalised, due to its location within a heavily populated & busy area of the learning environment section of the building. 2

Staircase C = A general access stairwell located centrally within the main learning rooms of the “Arts & Humanities“ building, with access to all floors (including rooftop / plant-room).

This stair-core also meets several aspects as stated in App.. Doc K - that allow the minimum requirements that would be needed for a suitable stairwell, that is used within a school building. (See page 46 within the design document for further details on staircore’s design & layout.)

App. Doc K - clause 1.14, pg 8 states the minimum width of stairs must be in-conjuction with App. Doc B. as well as having: A minimum of 1200mm in width between enclosing walls, stings or up-stands. A minimum of 1000mm in width between handrails. Must be divided if more than 2m in width, into flights of 1m wide instead.

1535

300

RM 967

FD 367

7196

1412

1367

900

1272

1412

139

REFUGE POINT/AREA

FD 2510

FD 1412

1522

1412

1310

8166

STAIRWELL C -TYPICAL LAYOUT NTS

Typical Stairwell Plan (Level 0) 1 1 : 50 Design & Development Document 20/05/2019 23:38:46

2995

13 14 15 16 17 18 19 20 21 22 23 24

12 11 10 09 08 07 06 05 04 03 02 01

250

LANDING

Stair Width (mm) No. Of Steps Between landings: 1500 11

AppDoc B2 (2013) – B1, section 03: Buildings other than Flats: 3.17 (pg 36) States the minimum head height of 2m AppDoc B2 (2013) – B1, section 03: Buildings other than Flats: 3.18 (pg 36) States the minimum stairwidth of 1050mm AppDoc B2 (2013) – B1, section 04: Design for Vertical escapes: 4.8-4.9 (pg 43-45) States the requirement for refuge areas to be located with a protected staircore or on a flat / accessible roof area away from smoke or hazard. AppDoc B2 (2013) – B1, section 04: Design for Vertical escapes: 4.11-4.13 (pg 45) States the requirement for refuge areas to be have “ Emergency Voice Communication” located within the protected staircore with a link to a control room or main reception, allowing those stuck there a means to communicate.

DESN220044 Technology & Desigin Studio 02

6500

2361

Staircase C 170

Going (mm) Head-height (mm) 250 3800

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP_Stairwell & Lifts.rvt

Riser (mm)

7100

245

Doubles up as a main Fire Escape route and allows refuge points for less able individuals to wait until rescue is available. The general access lift, once the automated fire-detection system is alarmed; turns into a “Fire service access lift” only & will only perform with a required key service or code for the emergency services. To allow them quicker access to the area affected by the emergency. A vertical rising main will be located adjacent to the “Service Area“ which will house majority of the plant rooms vertical services. Refuge area will consist of a 2.0 Hour (Min) Fireproof materiel selection, utilising the Gypframe I-stud system. Suitable escape & survivability equipment will be installed as per needed. Escape chairs & “Emergency Voice Communication“ 2Nr. Fire Doors will be installed entering the main circulation area, to allow a mass-excavation to occur. The “Down“ stairwell will be located on the Left side of the stair cell. Allowing a 1.3 x 2.4m wheelchair space, nearby to the Rising Main outlet. Ensuring that any fire-fighting strategy involves the excavation of these individuals first before continuing to the next level up or downwards. As stated in AppDoc B2 (2013) – B1, section 04: Design for Vertical escapes: 4.9 (pg 44)

C017

SERVICE AREA

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Final Building Regulation PERIMETER SECTION 01 Compliance: SCALE 1:50

300x300mm REINFORCED CONCRETE COLUMN DESIGNED BY PQE & FIXED INTO FOUNDATIONS DURING CONSTRUCTION PROCESS & ENCASED IN 2No. 10mm THK GLASROC PLASTERBOARDS.

App Doc B - Fire Safety - Material Fire Ratings.

SEE EXTERNAL WALL CONSTRUCTION NOTES: 1&2 3&4

5 6 7

12 mm ROD USED FOR DIAGONAL TIES.

BRACING FOR WALL CLADDING ISOMETRIC DETAIL

SUSPENDED PROPRIETY CEILING SYSTEM ISOMETRIC DETAIL

SCALE 1:20

EXTERNAL WALL BUILDUP & RAIN-SCREEN CLADDING SYSTEM. NTS

GYPSUM G1061018 STEEL FRAME SYSTEM WALL NTS

• 450mm ISOHEMP Blockwork wall. FIRE PROTECTION = EuroClass B (without suitable FireProof rendering.) 2No.1200 x 2400 x 12.5mm Thk GYPSUM GLASROC F-FIRECASE 1No.1200 x 2400 x 6mm Thk GYPSUM GLASROC F-MULTIBOARD FIRE PROTECTION = 2.0 Hrs (Repeated on both sides.) •

150 x 32mm THK KS KOOLTHERM Cavity Closer, Fixed by wall brackets into mortar joints. (30 Mins FIRE PROTECTION) Allows a Fire Protection rating of 2.0 hours (min) between all adjacent rooms and external façades / levels; due to wall buildup. (See page 42-43, Ext’ Wall Buildup Notes)

DESN220044 Technology & Desigin Studio 02

Design & Development Document

• Gypframe 90 / 92 mm “I-Stud”. With 90mm StoneMineral Wool Insulation. 2No.1200 x 2400 x 12.5mm Thk GYPSUM GLASROC F-FIRECASE 1No.1200 x 2400 x 6mm Thk GYPSUM GLASROC F-MULTIBOARD FIRE PROTECTION = 2.0 Hrs (Repeated on both sides.) •

Allows a Fire Protection rating of 2.0 hours between all adjacent rooms; due to wall buildup. (See page 42-43, Int’ Wall Buildup Notes)

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200 kg / m²) DESIGNED & SPECIFIED BY SE. TO BE BONDED WITH SUITABLE ANCHORAGE TO ISOHEMP-CONCRETE LINTEL

C J G.

Final Building Regulation Compliance: DETAIL C - INTENSIVE (SEDIUM) GREEN ROOF CONNECTION

220mm THK PCC HOLLOWCORE FLOOR SYSTEM,LAID TO MANUFACTURE'S SPECIFICATIONS.

App Doc B - Fire Safety - Material Fire Ratings.

SCALE 1:20

INTERNAL WALL FLOOR JUNCTION DETAIL D SCALE 1:5

150 x 32mm THK KS KOOLTHERM CAVITY CLOSER, FIXED BY WALL BRACKETS INTO MORTOR JOINT. (30 Mins FIRE PROTECTION) 500 x 300mm THK REINFORCED PCC L-SHAPED RINGBEAM MANUFACTURED & SPECIFIED BY CREAGH CONCRETE SPIECIALISTS, CONNECTED TO STRUCUTRAL COLOUMNS WITH INSITU BONDING METHODS, PRIOR TO FLOOR INSTALLATION. FOR PROPERITARY CIELING DETAIL SEE CONSTRUCTION NOTES 140mm WIDE CLADDING RAIL SYSTEM @ 600mm C/C FIXED TO EXTERNAL ISOHEMP BLOCKWORK WITH SUITABLE FIXINGS, SUPPLIED BY KINGSPAN. 32mm THK KS ALUMINIMUM CASSETTE RAINSCREEN CLADDING & 50mm THK KS QUADCORE KARRIER PANEL, FIXED TO RAIL SYSTEM AS PER MANUFACTURE'S SPECIFICATION.

DETAIL B - EXT' WALL INTER' FLOOR CONNECTION

220mm THK PCC HOLLOWCORE Shows the connection of the intermediate flooring system to the external wall buildup. FLOOR SYSTEM,LAID TO MANUFACTURE'S SPECIFICATIONS. Here we would locate & position the cavity barriers (KingSpan Kooltherm Cavity Closer ) and the smoke prevention materials, to prevent fire spread vertically up the building. SUITABLE PACKING PIECE, WITH GYPROC

FIRE-STRIPS ABOVE & BELOW THE FLANGE.

GYPFRAME EXTRA DEEP FLANGE. However due to theASSOCIATED use of aDRAWINGS Concrete frame construction & a Hollowcore floor instalTITLE lation, the needNoto install smoke-prevention materials within this junction is CIELING slightly PROPIERTY SYSTEM ATTACHED TO HOLLOWCORE & WALL. reduced. Due to the Fire-Protection properties of Pre-cast Concrete elements creating a 2No.1200x2400x12.5mm THK GYPROC FIRELINE BOARD continuous bond and sealed materials between floors. 1No.1200 x 2400 x 6mm THK GYPSUM GLASROC F-MULTIBOARD 25

YELOFAN E STRIP ACUSTIC EDGE STRIP BY CELLECTA 200mm THK PCC HOLLOWCORE FLOORING SYSTEM MANUFACTURED BY CREAGH & RESTED UPON L-SHAPED PCC CONCRETE RINGBEAM, THEN BACKFILLED WITH INSITU CONCRETE FOR JOINTING OF FLOOR TO RINGBEAM.

26/38/XXX/ X/XX

DRAWING TITLE

450mm THK ISOHEMP BLOCKWORK WALL SYSTEM & INTERNAL FINISHES.

DETAIL B - EXTERNAL INTERMEDIATE JUNCTION:

NOTES

1No.15mm THK GYPFRAME FIXING STRAP

ALL DIMENSIONS ARE IN MILLIMETRES.

NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL ASSOCIATED DRAWINGS AND THE PROJECT SPECIFICATION.

146x2400mm LONG AS 50 ACOUSTUDS GYPWALL STUD PARTITION WALL SYSTEM BY GYPROC

INTERNAL WALL CIELING JUNCTION DETAIL E

SCALE 1:10

SCALE 1:5

15mm THK LACQUIRED SOLID WOOD T&GVERTICAL FLOORINGA MIN OF 150mm UP INTERNAL INSULATION IS TO BE LAID WALL TO PREVENT COLD-BRIDGING. YELOFAN E STRIP ACUSTIC EDGE STRIP BY CELLECTA 900 x 450mm THKAT PCC RC GROUND BEAM, (SEE DETAIL F) LAPPED EDGES OF 40mm THK DESIGNED & SPECIFIED BY CREAGH SPECIALISTS & INSTALLED GYVLON SCREEDCONCRETE 1:3 MIX REINFORCES WITH CHICKEN TO MANUFACTURES SPECIFICATIONS. TO BE INTERCONNECTED WITH STRUCTURAL COLUMNS WIRE, BY LARFARGE VIA STEELRODS & INSITU POUR. 220mm THK PCC HOLLOWCORE FLOOR SYSTEM,LAID TO 1m x 1m x 0.9mm THK PCC PILECAP DESIGNED & SPECIFIED BY CREAGH MANUFACTURE'S SPECIFICATIONS. CONCRETE SPECIALISTS & INSTALLED TO MANUFACTURES SPECIFICATIONS TO CONRECTE RINGBEAM

Allowing compartmentalisation to occur, with suitable fire-protection materials and cavity barriers put in place. This fire & smoke spread between inhabited MIN would 40mm THK prevent GYVLON SCREED BY LAFARGE rooms. As well as allowing time for the inhabitants to exit the area, without fear of smoke YELOFAN J STRIP ACUSTIC inhalation. JOINTING TAPE BY CELLECTA

SCALE 1:1

DRAWING No/CAD FILE

GYPFRAME EXTRA DEEP FLANGE. PROPIERTY CIELING SYSTEM ATTACHED TO HOLLOWCORE & WALL. 2No.1200x2400x12.5mm THK GYPROC FIRELINE BOARD 1No.1200 x 2400 x 6mm THK GYPSUM GLASROC F-MULTIBOARD

All service openings are to utilise “3M FireProduction Products” For all pipework & HVAC systems / ductwork; “FS 195+ High Performance intumescent wrap” is to be used.

26/38/XXX/X/XX SCALE

RO YAL

S ER NE E GI

DAY MONTH 14

38 HQ & SP SQN RE

QUI M

SWINTON BARRACKS, PERHAM DOWN, ANDOVER, HANTS, SP11 9LQ

TASKING OFFICER

APPROVED

ED IGN S L

Maj XXXXXXXX RE DRAWN

All Electrical trunking / switches are to use a moldable intumescent putty, to prevent any fire spread. All external cavity barriers are to be manufactured & specified by KingSpan, in conjunction with their cladding system & manufacturer’s specifications.

DATE

SCALE Y PE N

SUITABLE PACKING PIECE, WITH GYPROC FIRE-STRIPS ABOVE & BELOW THE FLANGE.

DRAWING TITLE

DETAIL F

SERVICE DUCTWORK & JUNCTION - FIRE PROOFING. 220mm THK PCC HOLLOWCORE FLOOR SYSTEM,LAID TO MANUFACTURE'S SPECIFICATIONS.

MAIN TITLE

SCALE 1:20

AUTH DATE

AMENDMENTS

SUB TITLE

INTERNAL WALL FLOOR JUNCTION DETAIL D DETAIL A - FOUNDATION CONNECTION

DESCRIPTION

MIN 10mm YELOFAN HD 10+ BY CELLECTA

INSITU POURED RC CONCRETE PILE TO BE DESIGNED & SPECIFIED BY SE & SUBJECT TO CHANGE DUE TO GROUND CONDITIONS.

SCALE 1:5

ON I S O

FLOOR BUILD SEE CONSTUCTION NOTES SUITABLE PACKING MATERIAL, DPM & VAPOR BARRIERS TO BE LAPPED OVER CONCRETE RING-BEAM PLACED BETWEEN SCREED LAYER. & VERTICAL LAID DOWN EXTERNAL WALL BUILDUP.

YELOFAN E STRIP ACUSTIC EDGE

Show the connection of the Gypsum G1061018 SFS wall to all intermediate levels at both STRIP BY CELLECTA ceilings & floor levels.

EXTERNAL ISOHEMP WALL & KS CLADDING SYSTEM.

DETAILS D & E - INTERNAL INTERMEDIATE JUNCTION.

146x2400mm LONG AS 50 ACOUSTUDS GYPWALL STUD PARTITION WALL SYSTEM BY GYPROC. (SEE WALL BUILD UP NOTES.)

SUITABLE FRENCH-DRAIN SYSTEM.

NAME

CHECKED SVY

R IG

NAME

CHECKED

Clk Wks

IN A SIG

SIG

SIG GE

SIG

NAME

DATE

1No.15mm THK GYPFRAME FIXING STRAP 146x2400mm LONG AS 50 ACOUSTUDS GYPWALL STUD PARTITION WALL SYSTEM BY GYPROC

INTERNAL WALL CIELING JUNCTION DETAIL E SCALE 1:5

YELOFAN E STRIP ACUSTIC EDGE STRIP BY CELLECTA

MIN 40mm THK GYVLON SCREED BY LAFARGE YELOFAN J STRIP ACUSTIC DESN220044 Technology & Desigin Studio 02 JOINTING TAPE BY CELLECTA

DESCRIPTION

AUTH DATE

AMENDMENTS

Design & Development Document

MAIN TITLE SUB TITLE

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Final Building Regulation Compliance:

App Doc B - Additional Points.

FIRE SECTION & WARNING SYSTEMS: The following aspects of AppDoc B2 (2013) will be followed during the design & final service installation of the proposed building.

AppDoc B2 (2013) – B1, section 01: Buildings other than Flats: 1.27 (pg 19) States the need for visual/manual warning systems as a minimum for the dwelling. IE: suitable emergency lighting systems & signage will be installed. AppDoc B2 (2013) – B1, section 01: Buildings other than Flats: 1.30 (pg 19) States the need for electronic systems to be installed to BS 5839 – 1 :2002 “code of practice.” IE: A level 05 electronic system that will allow an early warning system & compartmentalised Process to protect the structure & its inhabitants within. AppDoc B2 (2013) – B1, section 01: Buildings other than Flats: 1.32 (pg 19) States the need for suitable audio warning system for inhabitants installed to BS 5839 – 8 :1998 “COP.” IE: for visually impaired individuals. AppDoc B2 (2013) – B1, section 01: Buildings other than Flats: 1.34 (pg 20) States the need for suitable warning system for individuals with impaired hearing disability. As stated in Clause 18, BS 5839 – 1 :2002 “code of practice.” Or the allowance of a personal vibrating pager upon entry, due to said impairment. AppDoc B2 (2013) – B5: Access & Facilities for the Fire/Emergency Services. (pg 105) States the need for suitable accessibility & Services to allow emergency services onto site.# As stated in AppDoc B2 (2013) – B5, section 15: Fire Mains & Hydrants. 15.1 (pg 107) States the need for a “Wet” hydrant system located within a protected stair-core & will be provided by limited water replenishment tank, located in the Plant Room. As stated in AppDoc B2 (2013) – B5, section 16: Vehicle Access. (pg 108-111) States the need for sufficient vehicle access routes, turn around points & connection to public mains/ hydrants. Due to the site constraints, the viable access routes will be considered for only Clarendon Street via the main entrance’s car park area and the main public transit road. To allow elevated ladder access onto Level 04’s emergency break out areas - via access Plant room. Emergency access via any opening on levels 02-04 via a ladders. Or Waverley Street via the main road leading to Premier Inn’s car-park. To allow elevated ladder access onto Level 03’s emergency break out areas - via senior lecture’s offices Emergency access via any opening on levels 02-03 via ladders.

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Final Building Regulation Compliance:

App Doc E - Acoustic Properties - External Partitions.

App. Doc E (2016) - Section 8: Acoustic Conditions in Schools, pg 72 states that in regulation to Acoustic performances in educational facilities, then “Building Bulletin 93” is to be used to design Acoustic performance levels during the design phase. See below for Table 01 - BB93:2015 - PG 19-20. Type of Room

Activity Noise (Scource Room)

Noise Tolerance (Receiving Room)

New Build (RW dB)

Refurbishment. (RW dB)

Open Plan Teaching Area Break out space Leacture Room

Average

Medium

Average

Medium

SEN Calming Room

High

Low

Study Room

Low

Medium

ICT Room

Average

Medium

Drama Studio

High

Low

Atruim or Circulation space (Not for teaching.) Meeting Rooms

Average

Medium

Low

Medium

Table 01: Noise activity & sensitivity levels and upper limits for indoor ambient noise levels. K-LINE ENSEMBLE WINDOW SYSTEM

The above table, taken from BB93 : 2015 - PG 19-20. Shows the rooms I deemed to be necessary & their requirements for Audio protection within the proposed project’s room layouts.

•

As such, a minimum of 35dB is only required to meet these standards.

44.2s + 4TBE / WE 10argon / 55.2s glass buildup. Allows an Acoustic protection of RW 42 dB. (As stated in their trade-literture.)

Whereas, my material selection has allowed me to achieve these minimum standards: especially when combined with other acoustic resistant materials. With the exception for “Surface Finishes” which I have not specified due to it being possibly the client’s choice for his internal finishings. As such, I believe that the requirements of App Doc E (2016) have been achieved & the evidence shown reinforces this.

ISO-HEMP BLOCKWORK WALL. • • •

300mm thk HempBlock 150mm thk HempBlock Acoustic protection of RW 45 dB & 40 dB. (As stated in their trade-literture.) 50mm thk KS Quadcore Karrier Panel. Acoustic protection of RW 24 dB

EXTERNAL PERIMETER DETAIL NTS DESN220044 Technology & Desigin Studio 02

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NOTES

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Final Building Regulation Compliance:

ALL DIMENSIONS ARE IN MILLIMETRES.

NO DIMENSIONS ARE TO BE SCALED FROM THIS DRAWING.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL ASSOCIATED DRAWINGS AND THE PROJECT SPECIFICATION.

App Doc E - Acoustic Properties - Internal Partitions.

146x2400mm LONG AS 50 ACOUSTUDS GYPWALL STUD PARTITION WALL SYSTEM BY GYPROC. (SEE WALL BUILD UP NOTES.)

SUITABLE PACKING MATERIAL, PLACED BETWEEN SCREED LAYER. 15mm THK LACQUIRED SOLID WOOD T&G FLOORING YELOFAN E STRIP ACUSTIC EDGE STRIP BY CELLECTA (SEE DETAIL F) LAPPED AT EDGES OF 40mm THK GYVLON SCREED 1:3 MIX REINFORCES WITH CHICKEN WIRE, BY LARFARGE 220mm THK PCC HOLLOWCORE FLOOR SYSTEM,LAID TO MANUFACTURE'S SPECIFICATIONS.

INTERNAL WALL FLOOR JUNCTION DETAIL D SCALE 1:5

220mm THK PCC HOLLOWCORE FLOOR SYSTEM,LAID TO MANUFACTURE'S SPECIFICATIONS. SUITABLE PACKING PIECE, WITH GYPROC FIRE-STRIPS ABOVE & BELOW THE FLANGE.

GYPFRAME EXTRA DEEP FLANGE. PROPIERTY CIELING SYSTEM ATTACHED TO HOLLOWCORE & WALL. 2No.1200x2400x12.5mm THK GYPROC FIRELINE BOARD 1No.1200 x 2400 x 6mm THK GYPSUM GLASROC F-MULTIBOARD 1No.15mm THK GYPFRAME FIXING STRAP 146x2400mm LONG AS 50 ACOUSTUDS GYPWALL STUD PARTITION WALL SYSTEM BY GYPROC

INTERNAL WALL CIELING JUNCTION DETAIL E SCALE 1:5

YELOFAN E STRIP ACUSTIC EDGE STRIP BY CELLECTA

GYPSUM G1061018 STEEL FRAME SYSTEM WALL NTS •

Gypframe 90 / 92 mm “I-Stud”. With 90mm StoneMineral Wool Insulation.

•

Allows an Acoustic protection of RW 59 dB between all adjacent rooms; due to wall build up. (See page 40-41, Int’ Wall Notes)

•

As stated in Gypsums White book systems.

DETAILS D, E & F MIN 40mm THK GYVLON SCREED BY LAFARGE YELOFAN J STRIP ACUSTIC JOINTING TAPE BY CELLECTA

MIN 10mm YELOFAN HD 10+ BY CELLECTA

DETAIL F SCALE 1:1

No AUTH DATE Show the connection of the Gypsum G1061018 SFS wall to allDESCRIPTION intermediate levels at both AMENDMENTS ceilings & floors.

MAIN TITLE The use of “Yelofon E-Strip” as an Acoustic layering system, positioned SUB TITLEunder the screed layers & lapped vertically at the Finished Floor Level up the wall. (As shown in detail F & attached trade literature) Allowing a nominal Acoustic protection rating of: RW 52dB (Minimum)

DRAWING TITLE DRAWING No/CAD FILE

26/38/XXX/X/XX

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The use of ISOVER APR 1200 flexible insulation, allows additional sound buffering, SCALE DATE thermal properties & Fire Resistance within all wall/floor construction. SCALE DAY MONTH 14 Walls = RW 48dB (Min) 38 HQ & SP SQN RE Floors = RW 45dB (Min) TASKING OFFICER APPROVED As stated in their tech-data sheets for lightweight partition systems Maj XXXXXXXX RE D NE SIG L NA IGI OR SE

RO YAL

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NAME

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DESN220044 Technology & Desigin Studio 02

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259 m²

App Doc M - Accessibility.

m²

Tu t 9 or

Access to the proposed “Arts & Humanities“ building, will consist of the main entrance located on Clarendon street alongside sufficient parking & drop-off areas for students & staff alongside a disabled entrance with a trained receptionist to aid if needed.

s m²

Tu t 9 or

RE F

Sta ff K 20 itch m² en

m²

Tu t 8 or

Tu t 9 or

m²

Tu t 8 or

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP Project.rvt

An electronic & revolving door system will allow students, to enter the building, using this pedestrianised area off of Clarendon street. On the external facade it will have signage,m explaining the routes & information. indicating what the building is and has adequate space along the access routes, to enable wheelchair access or people to walk comfortably without being forced or accidentally pushed into the adjacent road traffic system. With the protection of pedestrian barrier (App.. Doc K - clause 4.1 & 4.2, pg 27-28) to prevent any collisions with vehicles traversing within the area.

There will also be a general access lift, within the welcome area adjacent to the general access stairwell, that will lead up to the cafe above. Allowing a route for wheelchair users or lesser able people, access to another level from this entry point, into the main building via a raised walkway, in conjunction with App.. Doc K. As all learning rooms will be located on Levels 00 - 02, they will be ample access points to use, with level 03 being solely for faculty staff; therefore a reduced or non existent requirement for students to have access to this level.

Flexible C

Tu t 7 or

The main pedestrian route along Clarendon street allows access from two points along this main intersection.

This then follows into an electronic security barrier system & a separate disabled access door, that will allow wheelchair users or less able individuals to utilise the main focal point of the building by not having to push or wait for one of the electronic security barriers to become available.

Mu ltiGe n 19 de m² r W

Final Building Regulation Compliance:

C J G.

Study Space

RECEPTION AREA NTS

Tu t 9 or m²

Circulation Spac 162 m²

As such, investigating into Approved Document M4 (3). We can deduct that the main front entrance to the proposed “Arts & Humanities“ building achieves quite a few of the standards required for wheelchair users (as well as non-disabled students.) when utilising this entrance. •

The inclusion of a electronic door system as an alternative to the revolving door, allows ease for individuals who would otherwise struggle with the kinetic force needed to physically push/pull the doors.

•

App.. Doc M4(3) - clause 3.13, pg 27 states the requirements for “Vehicle Drop-off Points” which are met in the design, as there are adequate spaces within the designated parking bays for disabled drivers & sufficient turn around areas for drop-offs. 15/05/2019 18:55:24

•

• App.. Doc M4(3) - clause 3.14 (A-N) pg 27-28 states the requirements for “Wheelchair users requirements for principle entrances.” Which are put in place for the main entrance. It is only when during busy periods, the required dimensions may be reduced, due to students bustling through the doorways & “main welcome area” located beyond the electronic security barriers; thus reducing the manoeuvrability of wheelchair users; but not making them become a hindrance. •

Print Room

App.. Doc M4(3) - clause 3.7, pg 24 states that it “Should be safe & approachable for everyone.” as such the main entrance to proposed “Arts & Humanities“ building allows this, as it is situated within a pedestrianised area away from the main road traffic and has an even level surface upon approach.

19 m²

Reception 50 m²

Subject Admin Office

45 m²

RECEPTION AREA - FLOOR PLAN (LEVEL 01) NTS

App.. Doc M4(3) - clause 3.16 (A-F) pg 28 states the requirements for “Communal Lifts for Wheelchair users.” Which within the main entrance, this is not achieved in full. Although there is a General Access lift (as mentioned), with suitable dimensions to allow access & egress from it, along with buttons/switches being at the appropriate hight of less than 1m in height and can be used as a multi-occupancy lift with other users.

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Final Building Regulation Compliance:

App Doc K - Falling & Collision

There are three stairwells located within the proposed Arts & Humanities building located along Clarendon Street.

2 C017

•

Staircase A = A general access stairwell located towards the rear of the main entrance of the building with access to only the cafe located on the next floor. Doubles up as a Fire Escape route, for both people in the cafe area & is an overflow escape route for the main building via a raised walkway from both the rooftop garden & level 02 classrooms. The cafe will also (Providing the danger is not present) become a refuge point for wheelchair users, escaping from the main building, if they have come from the raised walkway via level 02 learning rooms.

As stated in App.. Doc K - table 1.1, pg 5 the above mentioned stairwells are within the minimum requirements needed for a suitable General Access stairwell, that is used within a school building.

1535

300

967

FD 367

3799

Stair Width (mm) No. Of Steps Between landings: 1200 11 1200 11 1500 11

7196

Staircase A 170 Staircase B 170 Staircase C 170

Going (mm) Head-height (mm) 250 Open 250 Open 250 3800

2995

Riser (mm)

C:\Users\Craig\Desktop\Final Project\Stage 03_Final Presentation\Drawings\Current DWG\REVIT\MSP_Stairwell & Lifts.rvt

13 14 15 16 17 18 19 20 21 22 23 24

12 11 10 09 08 07 06 05 04 03 02 01 FD

1412

1367

900

1272

1412

139

2361

Staircase C = A general access stairwell located centrally within the main learning rooms of the “Arts & Humanities“ building, with access to all floors (including rooftop / plant-room). Doubles up as a Fire Escape route and allows refuge points for less able individuals to wait until rescue is available.

250

•

LANDING

245

Staircase B = A general access stairwell located within the “Subject Admin Office” allows only access to those who work within the office to utilise the additional office space above.

6500

SERVICE AREA

•

7100

REFUGE POINT/AREA

App. Doc K - clause 1.17, 1.18 & 1.23, pg 9-11; states the minimum requirements of the stair’s length of flights. As such all documented stairwells have the below the maximum number of risers (12) before taking a change of direction & the inclusion of suitable landing; along with the space required for an opening onto another level of the building. (See Stairwell Layout opposite)

2510

FD 1412

1522

1412

1310

8166

STAIRWELL C -TYPICAL LAYOUT NTS

App. Doc K - clause 1.34, pg 14; states the minimum requirements of the stair’s handrails & their arrangements. As such all documented stairwells, have all handrails at the minimum requirements of 1000mm from floor level and show adequate protection for prevention from falling or trip hazards.

20/05/2019 23:38:46

Suitable examples of material changes on the step’s nosing, balustrades & barrier protection; will be utilised in all the stair designing processes & to clients choice of design. As well as the design incorporating App. Doc K - clause 1.5 -1.8, pg 6 , concerning the use of closed risers, which is achieved via a PCC stairwell system by CREAGH Concrete solutions & visually contrasting nosing’s; to remove the prospect of falling or less able people mistaking these parts of the stairwell as non-trip hazards. DESN220044 Technology & Desigin Studio 02

Typical Stairwell Plan (Level 0)

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Design & Development Document

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Final Building Regulation Compliance:

App Doc M & K - Additional Points.

Further investigating into Approved Document M, these examples are a few of the standards that would be required for general accessibility for wheelchair users and other individuals as part of the design proposal:

Further investigating into Approved Document K, these examples are a few of the standards that would be required for general accessibility as part of the design proposal:

CIRCULATION AREAS & INTERNAL DOORWAYS: Adequate spacing between all access routes on all levels. With all “Corridors & circulation spaces” being subject to App.. Doc M4(1) - clause 1.15 pg 7 specifications due to the vast open-plan layout of the building.

VEHICLE BARRIERS & LOADING BAYS: Located to the front of the main reception area, will be the only viable vehicle access point to the entire site once construction has been completed. As such this area, would be subject to App.. Doc K - clause 4.1 & 4.2, pg 27-28.

Including adequate access to individual rooms & learning rooms that have openings, adhering to App.. Doc M4(1) - clause 1.15 pg 7 & App.. Doc M4(3) - clause 3.24 pg 32 also. SANITARY APPLIANCES & WC’S: All levels possess suitable toilet facilities for students, that adhere to App.. Doc M4(1) - clause 1.17 pg 8 to allow able bodied students access to use sanitary facilities. There is sufficient disabled access toilets as well located on all floors, which adhere to the recommendations as specified in App.. Doc M4(3) - clause 3.36 (onwards) pg 40. However due to indiscrimination laws as stated in “the Equality Act 2010”. All toilet facilities will be labelled as gender-fluid or multi-sex toilets; for any who may be going through a gender transition or whom wish to not identify as a previously known gender. As such this is a new concept that will need to be investigated within the relevant specifications & implemented carefully. IE: Many public conveniences in Danish Universities & Public entertainment facilities, possess multi-gender toilet facilities. GENERAL ACCESS LIFTS: There is one general access lift situated at the main reception/entrance to the proposed building. With an additional one being located within the learning environment, as part of a “staircore”. App.. Doc M4(1) - clause 1.11 pg 6 states the minimum requirements for these lifts, as General Access ones.

To prevent any incident, either accidental or intended by vehicle bourne threats to both the arriving pedestrians or the glass facade entrance of the main reception itself. PROTECTION FROM FALLING: Multiple locations around the site, will be above ground and used as accessible areas. Either as walkways or as breakout spaces, that would be subject to App.. Doc K(2) - clause 3.1 & 3.2, pg 23. As such, these areas will be designed in accordance as a minimum to these standards and also App.. Doc K(2) - clause 5.1 - 5.5, pg 31-32. That will prevent damage from breakages or collision involving individuals along these walkways/breakout areas. PROTECTION FROM IMPACT & TRAPPING BY DOORS : Multiple locations around the site, will have egress points form emergency firedoors; mostly on the ground level onto busy pedestrianised locations. These would be subject to App.. Doc K(6) - clause 10.1, pg 48. Which requires sufficient barriers to be erected, to show out-flowing exits when not in use and also as a form of protection both for people and the door system; for not being flung into something/someone & causing damage.

However App.. Doc M4(1) - clause 3.16 pg 28 states the requirements for disabled access lifts, which will be adhered to for all lifts within this building proposal. Incorporating the correct audio, visual & spacial dimensioning for users, as an additional requirement. SERVICES & CONTROLS: Throughout the entirety of the building, power outlets & switches are suitably made available at the recommended heights as stated in App.. Doc M4(1) - clause 1.18 pg 9 & App.. Doc M4(3) - clause 3.34 pg 49 (A-N) for disabled users.

Vehicle Barriers - Main Reception

Impact Protection - Lecture Theatre Fire door

VISIBILITY/CHANGE OF MATERIALS: Throughout the entirety of the building, there will be examples of visibility markers & a change in material used to differentiate; for those who are visually challenged or would otherwise struggle moving around.

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Fig 01: University of Edinburgh. (2018). Roam. Available: http://digimap.edina.ac.uk/roam/CAD. Last accessed 03 Mar 2019. Fig 02: Nottingham trent uni. (2019). Nottingham trent uni. [online] Available at: https://www.google.co.uk/maps/search/nottingham+trent+uni/@52.9578466,-1.1571257,19.25z [Accessed 29 Feb. 2019]. Fig 03 - 28: Craig Gregory. (2019). Onsite photographic images of surronding site. Fig 29 - 30: Get the Data Publishing LTD. (June 29th, 2017). NG1 4BT Flood Map. Available: https://www.getthedata.com/flood-map/NG2-7JJ. Last accessed 20th March 2019. Fig 31-33: Holiday weather ltd. (2019). Nottingham: Annual Weather Averages. Available: http://www.holiday-weather.com/nottingham/averages/. Last accessed 5th Feb 2019. Fig 34-35: Andrew Marsh . (n/a). 2D Sunpath Generator. Available: andrewmarsh.com/apps/releases/sunpath2d.html . Last accessed 5th Feb 2019. Fig 36: Holiday weather ltd. (2019). Nottingham: Annual Weather Averages. Available: http://www.holiday-weather.com/nottingham/averages/. Last accessed 5th Feb 2019. Fig 37: University, N. (2019). Plans passed for Nottingham Trent University Enterprise Innovation Centre | Nottingham Trent University. [online] Ntu.ac.uk. Available at: https://www.ntu.ac.uk/about-us/news/news-articles/2019/02/ plans-passed-for-nottingham-trent-university-enterprise-innovation-centre [Accessed 29 Apr. 2019].

Fig 38: Nottingham.ac.uk. (2019). Recent Developments - The University of Nottingham. [online] Available at: https://www.nottingham.ac.uk/estates/development/recentdevelopments.aspx [Accessed 29 Apr. 2019]. Fig 39: Cardno, Ph.D., C. (2019). Twelve Rounded Towers House Education ‘Hive’ in Singapore | ASCE. [online] Asce.org. Available at: https://www.asce.org/magazine/20150331-twelve-rounded-towers-house-education--hive--insingapore/ [Accessed 29 Apr. 2019].

Fig 40-47:ArchDaily. (2019). The School of Visual Arts of Oaxaca / Taller de Arquitectura - Mauricio Rocha. [online] Available at: https://www.archdaily.com/154485/the-school-of-visual-arts-of-oaxaca-taller-de-arquitectura-mauricio-rocha/ [Accessed 28 Mar. 2019]. Fig 48 -52: Griffiths, A. (2019). Toshiko Mori uses compressed earth and bamboo for Senegal cultural centre. [online] Dezeen. Available at: https://www.dezeen.com/2017/01/25/toshiko-mori-compressed-earth-bamboo-thatch-cultural-centre-senegal-africa-architecture/ [Accessed 31 Mar. 2019]. Fig 53: Craig Gregory. (2019). Concept design sketches. Fig 54-56: Iba-hamburg.de. (2019). BIQ. [online] Available at: https://www.iba-hamburg.de/en/themes-projects/the-building-exhibition-within-the-building-exhibition/smart-material-houses/biq/projekt/biq.html [Accessed 1 Apr. 2019]. Architonic. (2019). BIQ house by Arup | Apartment blocks. [online] Available at: https://www.architonic.com/en/project/arup-biq-house/5101636 [Accessed 1 Apr. 2019]. Fig 57: Reddit.com. (2019). The Black Diamond, Copenhagen [1024x770][OS] : ArchitecturePorn. [online] Available at: https://www.reddit.com/r/ArchitecturePorn/comments/3w4llw/the_black_diamond_copenhagen_1024x770os/ [Accessed 21 Apr. 2019]. Fig 58: En.wikipedia.org. (2019). Nottingham University Academy of Science and Technology. [online] Available at: https://en.wikipedia.org/wiki/Nottingham_University_Academy_of_Science_and_Technology [Accessed 22 May 2019]. Fig 59: Products, O. and Wall, A. (2019). Alunotec Pvdf Coated Aluminum Perforated Wall Cladding Panel For Decoration - Buy Perforated wall cladding panel, Aluminum Decoration panel, Pvdf Coated panel Product on Aluminum Pergola-AlunoTec. [online] Alunotec.com. Available at: https://www.alunotec.com/Alunotec-Pvdf-Coated-Aluminum-Perforated-Wall-Cladding-Panel-For-Decoration-pd72087887.html [Accessed 22 May 2019]. Fig 60-61: Singapore Trees - Lauren Said-Moorhouse, f. (2019). Solar-powered ‘supertrees’ at Singapore’s Gardens by the Bay - CNN. [online] CNN. Available at: https://edition.cnn.com/2012/06/08/world/asia/singapore-supertrees-gardens-bay/index.html [Accessed 28 Mar. 2019]. DESN220044 Technology & Desigin Studio 02

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Fig 62 -63: Pink Pipes - Berlinglobal.org. (2019). Berlin Pink Pipes. [online] Available at: http://www.berlinglobal.org/index.php?the-berlin-mystery-of-the-pink-pipes [Accessed 28 Mar. 2019]. Fig 64 -65: Craig Gregory. (2019). Concept design sketches. Fig 66 - 69: IsoHemp - Sustainable building and renovating with hempcrete blocks. (2019). IsoHemp - Sustainable building and renovating with hempcrete blocks. [online] Available at: https://www.isohemp.com/en [Accessed 15 Mar. 2019]. Technical data sheets located on page 16 are also scourced from this reference. Fig 70: Craig Gregory. (2019). Concept design sketches. Fig 71-72: concrete, C. (2019). Creagh Concrete. [online] Creaghconcrete.co.uk. Available at: http://www.creaghconcrete.co.uk/ [Accessed 28 May 2019]. Fig 73-74: Anon, (2019). [online] Available at: https://www.british-gypsum.com/ [Accessed 28 Apr. 2019]. 2Nr details by Craig Gregory. (2019).Rivet 3d model & 2d CAD isometric.. Fig 75-79: Craig Gregory. (2019). Concept design sketches, for site layout.

Pages 29- 68: Craig Gregory. (2019) Technical Drawing package, (With the exception of Technical Manufacturer’s Detailing & Specific materials, see drawings for manufactures specifications.) Utilising Rivet 2019 , AutoCAD 2018 & Photoshop 2018 (Student Licence) Pages 70 -75: Craig Gregory. (2019) Part B - Fire compliances Building Regulations - Applied Document B2 (2013) Craig Gregory. (2019) Technical Drawing package, Pages 75 -76: Craig Gregory. (2019) Part E - Resistance to Sound Building Regulations - Applied Document E (2016) Craig Gregory. (2019) Technical Drawing package, Table 01 - Building Bulletin 93 : 2015 - PG 19-20.

Cellecta . (2018). YELOfon HD10+ – The Complete System. Available: http://www.cellecta.co.uk/cellecta-brands/yelofon-acoustic-floor-insulation-products/yelofon-hd10/. Last accessed 17th Apr 2019.

Pages 77 -79: Craig Gregory. (2019) Part M & K - Accessibility & Protection from Falling Building Regulations - Applied Document M (2016) Building Regulations - Applied Document K (2013) Craig Gregory. (2019) Technical Drawing package, All Rendered Concept Images within this document - Craig Gregory. (2019) Lumion 9.0 (Student Licence)

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Level 05: Arts & Humanities Faculty Development – Clarendon Street (NTU City Campus)