DRT Portfolio Works by Daniel Rymer Trenholme

D A N R Y M E R T R E N H O L M E

2018

PORTFOLIO WORKS

CONTENTS . Professional Works . . Master Of Architecture Works (MArch RIBA Part II) . . . BA (Hons) Architecture Works

PROFESSIONAL WORKS

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Freelance Professional Experience PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Hallway

Living Room

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Garage

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4. existing front elevation

6. existing side elevation

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5. existing rear elevation

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The client who owns the property requested several design options to be drawn to show a double story extension and loft conversion to be integrated and put forward for a planning proposal. The preferred design option can be seen on the next page.

Boundary

3. existing roof plan

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2. existing first floor The building is a semi-detached three bedroom residential house located in Surrey South Croydon. The house itself was originally built in the 1920â&#x20AC;&#x2122;s and is primarily of a brick cavity construction. The house currently exists as the drawings to the right show.

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This was a domestic planning application that I undertook in the summer and autumn of 2017.

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Project Description

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Dining Room

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Kitchen

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Existing drawings

1. existing ground floor - nts

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Domestic Renovation & Adaptation 16 Byron Road, Surrey, UK

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT New Sliding Doors Proposed ground floor - nts

Proposed first floor - nts

Proposed second floor - nts Welted drip

En Suit

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New glazing on gable end

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Master Bedroom

Bedroom

212

1200

Hallway

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Steel Beam to str. engineer detail Eaves Void

750 New garage door

Boundary

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New front door hard landscaping

Boundary

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Boundary

detail 1 - flat roof check kerb detail (NTS) Proposed rear loft dormer Vapour barrier New gable end glazing

Roof Dome 2000 x 4000mm

detail 1

Boundary

Flat roof to be single ply membrane roofing providing aa fire rating for surface spread of flame with current BBA or WIMLAS

detail 2

Proposed front roof porch

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Living Room

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Bedroom

Hallway

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5000

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7000

5000

The existing separate garage is to be demolished and adapted into a new integrated garage space. The rear wall of the ground floor is to be demolished to form a large open kitchen area and family dining room and the circulation areas of the house are improved to support a family of 5.

Bedroom

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detail 3 New Sliding Doors

22mm plywood

Welted drip

120mm Kingspan Thermaroof TR27 / FM LPC Firring

Fascia

Flat roof joist 170 x 47 C16 at 400 c/c

Blockwork

detail 2 - flat roof with welted drip detail (NTS)

100mm block work outer leaf Render finish

Below ground level both leaves to be built in trench blocks or class ‘b’ engineering brickwork

100mm cavity full fill insulation 100mm block work inner leaf

dpc F.L.

75mm insulation

G.L.

75mm screed finishes on 75mm insulation on 500 G vasqueen

150mm ground bearing re-inforced concrete slab.

300mm

1200 gauge dpm

Sand blinding and min 150mm clean compacted hard core

REQUIREMENT FOR BUILD OVER AGREEMENT The client must contact their water company to check if a build over agreement with them is required. If it is deemed that a build over agreement is needed then they must apply for this via their water companies procedure and ensure the agreement is in place prior to commencement of any ground works.

1000mm

C25 (grade of concrete) trench fill 600 x 1000mm deep

Foundation to bear on natural stiff clay with bearing capacity 100 KN/m2 600mm

detail 3 - rear foundation (NTS)

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1/2 hour fire resistance.

Due to the demands of a growing family, the client requested to have the existing layout of the house largely extended and adapted which has a large impact on the uses of the spaces and the structure.

The current status of this project is on hold until a further appointment is made with the planning authority to continue the planning application process.

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Steel Beam to str. engineer detail

Garage

Project Description Continued PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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11900

Office

Eaves Void

Blockwork

Proposed extended roof with gable end

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4363

En Suit

1200

Firring

Flat roof joist 170 x 47 C16 at 400 c/c

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Kitchen

NOTE - Supply and install new structural elements such as new beams, roof structure, floor structure, bearings and padstones in accordance with the Structural Engineers calculations and details. New steel beams to be encased in 12.5mm Gyproc fireline board with staggered joints nailed to timber cradles or painted in Nullifire S or similar intumescent paint to provide

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Steel Beam to str. engineer detail

22mm plywood

Fascia

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6440

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Roof Dome -2000 x 4000 mm

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Utility Room

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6000

120mm Kingspan Thermaroof TR27 / FM LPC

Vapour barrier

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Family Room

Proposed Design Drawings & Details

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New block work wall

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16 Byron Road, Surrey

proposed site plan

Single ply membrane roofing providing aa fire rating for surface spread of flame with a current BBA or WIMLAS Certificate and laid to specialist specification

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LMU Calcutta House, Aldgate East Main Block Renovation Professional Experience - Part 1 Placement

Project Description This was a project that I assisted on during my Part 1 year out working at Architecture PLB. The project was a major interior adaptation and renovation to the existing building and I worked on RIBA stages 1 ‘Preparation and Brief’ and ‘Concept Design’.

London Metropolitan University were relocating their architecture and design department from their Commercial Road Campus to their Calcutta House Main Block campus so we worked on the feasibility studies in relocating the entire department to their desired new location. I assisted in producing the proposed floor plans and the proposed conceptual images for the project. Site

2546_GAD_120200_B Notes

FF+E indicative only pending further detail design work •Based on London Metropolitan University estates plan 13/11/2014, accuracy cannot be guaranteed and all dimensions must be checked before fabrication •Final setting-out of ceilings pending service engineer's proposals •Full drawn schedule to be provided for new doors including specific acoustic and fire ratings •To be read in conjunction with quantity surveyors Budget Estimate 17/07/15

New TV studio only applicable to Budget Estimate option (s)

work area

CMB-47 TV studio control room

TV Studio Control

CMB-49

CMB-46

CMB-39 TV Studio

Refuge

CMB-48

CB-S4 UP Stair 4

CMB-37

CMB-S6 UP Stair6

CMB-30

CMB-36

CMB-38

CMB-37A

CB-10

CMB-50

CMB-35

Issue

CMB-31

Chkd

Apprd

02.04.2015 First Issue

Date

Notes

JdS

28.07.2015 Revised for new brief

JdS

CMB-29

CMB-45 CMB-34

CMB-32A

CMB-32

CB-09

CMB-44

CB-S3 Stair 3

CMB44A

Lift-5 CMB-43

CMB-42

Lift-3

CMB-24b Stop motion

CB-08

CMB-41

CB-07

CMB-40

CMB-33

CB-06 CMB-28

CMB-24A

CMB-27

CMB-24 Film & Animation

CMB-26 WC (existing)

CMB-25 WC (existing)

CMB-03

CMB-04 IT Studio

CMB-02

CMB-08A CMB-11

CMB-13

CMB-05

CB-02 Circulation

Lift-2

CB-03 Circulation

CMB-09

CMB-19 Digital Manufacturing

CMB-08

CMB-17

Key Plan

CMB-21 CassWorks

CMB-19a IT touchdown (existing)

CMB-06

CMB-16b

Project

CMB-16

London Metropolitan University Calcutta House _ Main Block

CB-01 Circulation

CMB-01

Data Board

CMB-S5 Stair 5 UP

CMB-10

CMB-12

CMB-15

CMB-07C

CMB-07

Drawing

GA Plan - Basement Proposed

CB-S1 StairUP1

CMB-07B

CB-S2 Stair 2

CMB-07A

CB-05 Scale

CMB-01B

CMB-16a

CMB-14 WC (existing)

CMB-18 WC (existing)

CMB-19

1:250 @ A3

CMB-20

Date

02.04.15

Status

RIBA Stage 2 Drawn by

CMB-01A UP

CMB-23

APLB Job nº_Type_Series_Revision

2546_GAD_120200_B

M + E to confirm extent of work required to existing plant areas.

For CDM information refer to the ArchitecturePLB Hazard Elimination and Residual Risk Register. Notes on this drawing refer only to items where a Residual Risk can be clearly linked to a specific item. As recommended within 'ACoP-Managing Health and Safety in Construction', notes do not include generic risk information which must be considered by the relevant contractor. 84 Long Lane London SE1 4AU Telephone 020 7940 1888 www.architectureplb.com

St Thomas Street Winchester SO23 9HD Telephone 01962 842 200

2546_GAD_120210_B Notes

Employability to become library (proposal not shown), only applicable to Budget Estimate option (c)

Stair6 CMG-S6

work area

CMG-N07

CMG-N08

CMG-83

Stair 4

CMG-N14 Library atrium

CMG-N16 Library office

Issue

Chkd

Apprd

02.04.2015 First Issue

Date

Notes

JdS

28.07.2015 Revised for new brief

JdS

CMG-N06

CMG-N09

CMG-N20c

CMG-N15 Library

CMG-N21

CMG-N02

CMG-N05

CMG-N10

CMG-N11

CMG-N12

CMG-N13

CMG-N20b

CMG-N04

out

Lift 3

CMG-N03

LIFT 3

Lift 5 CMG-N18

Temporary Student Zone, only applicable to Budget Estimate option (b)

CMG-N20a

Stair 3

CMG-32

CMGN-20d

CMG-N22 CMG-45

CMG-30 Student zone

CHIMNEY

CMG-46

CMG-N23 CMG-47

CMG-N24 CMG-49

CMG-48 CMG-10 IT suite

G-

CMG-09

Riser

CMG-07 Student zone

CMG-N25 Lift 2

CMG-04 WC (existing)

CMG-08

Key Plan

CMG-51 CMG-N26 CMG-52

CMG-53

CMG-N37 CMG-03A

CMG-55

CMG-12 Workshop area

CMG-N28

CMG-56

CMG-03 WC (existing)

CMG-N32

CMG-59 CMG-58

CMG-63

Scale

CMG-24B

Stair 5

CMG-60

ENTRANCE

CMG-61

CMG-62

Stair22 Stair

Sliding Doors

Date

02.04.15

Status

RIBA Stage 2

APLB LIFT 1

Job nº_Type_Series_Revision

2546_GAD_120210_B

Offices to become enlarged student zone (proposal not shown), only applicable to Budget Estimate option (c) 0

1:250 @ A3

Drawn by

Stair11 Stair

Metr es 1

GA Plan - Ground Floor Proposed

CMG-24A

CMG-17

London Metropolitan University Calcutta House _ Main Block Drawing

CMG-N30

CMG-20

Project

CMG-N29

CMG-N31

CMG-15

CMG-54

Entrance foyer

CMG-57

CMG-23 Workshop store

CMG-14

CMG-24

CMG-N27

CMG-04A

CMG-02

CMG-16

CMG-13

© ArchitecturePLB – do not scale For CDM information refer to the ArchitecturePLB Hazard Elimination and Residual Risk Register. Notes on this drawing refer only to items where a Residual Risk can be clearly linked to a specific item. As recommended within 'ACoP-Managing Health and Safety in Construction', notes do not include generic risk information which must be considered by the relevant contractor. 84 Long Lane London SE1 4AU Telephone 020 7940 1888 www.architectureplb.com

St Thomas Street Winchester SO23 9HD Telephone 01962 842 200

Project: Calcutta House_ Main Block

Drawing: Third Floor Studio Layout Option A Number: 2546_SKE_500040_A

Drawing: Third Floor Studio Layout Option B Number: 2546_SKE_500041_A

Date: 10.02.15

Scale: NTS

Project: Calcutta House_ Main Block

Drawing: Basement Recording Studio Views Number: 2546_SKE_500042_A

Date: 10.02.15

Scale: NTS

Proposed Recording Studios

Project: Calcutta House_ Main Block Drawing: Old Castle Street Studios Axo (COM to CAL scheme) Number: 2546_SKE_500163_A Date: 05.08.15

Scale: NTS

Proposed Library Entrance 1

Proposed Library Entrance 2

( MArch R I B A P A R T II )

MASTER OF ARCHITECTURE WORKS

Project Description

Cocoti For our final design project we were given the brief to design a mixed use residential building which incorporated normal domestic rooms but also included shared, communal spaces such as kitchens, bathrooms, living areas, and spaces for working individually and collectively. The design also had to include retail units, a nursing home, a nursery, plus associated outdoor spaces. The make up of the people occupying the buildings was 50% partially sighted people, 50% fully sighted, 25% elderly and 25% under the age of 10. For this reason, sound and texture was as important as sight in determining the character of the spaces.

The design project evolved through the development of physical components throughout the first semester. The elements of sound and texture in particular have been taken into account as the building’s main design purpose is to aid people that are partially sighted. The qualities of paper and the behaviour of paper as a material heavily influenced the nature of the building’s design.

Site - Meiji Dori, Shibuya-Ku

The site is located in Tokyo’s central district ward of Shibuya-Ku within an area called Meiji Dori. This area of Tokyo is extremely dense, comprising thriving commercial retail outlets, businesses, and residential apartments. The ward of Shibuya-Ku, along with the rest of Tokyo, is in a state of flux, particularly when it comes to the demolition and replacement of buildings. All of Tokyo’s invested money goes into the land value instead of the quality of construction in buildings. This is the main reason we see the skyline of Tokyo rapidly change in form. Within Shibuya-Ku, businesses and residents are renting areas within privately owned properties (usually owned by real estate companies). This is exactly how the Cocoti department store is occupied. The ward of Shibuya-Ku is governed by Shibuya City Planning Office, which oversees any proposed developments that will impact the area. They also ensure the wellbeing of residents who live within the ward and set out a range of pledges and polices to keep a positive order to the Shibuya-Ku ward.

This following section of work is a fragment of my design project which investigates the material qualities of paper

paper folds photograph sized to 1:2 at A3

594mm

Paper folding Repetitively folding strips of paper eventually forms into a roll, which has significant strength properties. The process of repetitively folding the paper comes from the monotonous process of drawing the lines on the lined paper with black magic marker pen. 841mm

Although both compositions are different in physicality, the method of making these are very similar.

material specification type of paper: â&#x20AC;&#x2DC;a1 canford cartridge paper 130 gsm

297mm

1. start with a sheet of flat A1 paper

equipment required:

4. the paper is then repetitively folded at approximate intervals of 30- 50 mm

594mm

start to roll the sheet from either side

continue this form

841mm

continue until the paper is a single roll make the roll of paper taught 297mm

2. start with a sheet of flat A1 paper

repeat this process until rolls are clustered together

297mm

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scissors

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Assembly Fragment Axo BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED

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marine plywood

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timber batten

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paper rose spirals inserted into partition frames

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Assembly Plans

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horizontal timber battens Front Elevation

vertical timber battens

paper folds (297mm x 841)

marine ply board (18mm)

Side Elevation vertical timber battens

paper folds (297mm x 841)

marine ply board (18mm)

horizontal timber battens

vertical timber battens paper folds (297mm x 841)

paper folds (297mm x 841)

marine ply board (18mm)

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Axo

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horizontal timber battens

Full Assembly Axo 1:12

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1900mm

1. Rear layer of timber stud concentration comprising of 600mm x 18mm timber battens. 2. Front layer of timber stud construction comprising of 600mm x 18mm timber battens. 3. Paper ‘rose’ spirals at 297mm x 841mm made from a1 cartridge 130 gsm paper white sheets.

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200mm

Partition Types For the bridge link envelope, there are two main partition types. Type 1 is an internal construction and type 2 is an external construction. The use of paper with these partition constructions follow similar construction methods that are already used in Japan.

Axo of construction makeup of internal edge condition

Section of internal partition condition

1:20

1:10

1. 600 x 45mm x 18mm chamfered timber battens 2. 297mm x 841mm folded ‘A1 cartridge 130 paper white sheets timber battens

3. 1900mm x 200mm x 18mm marine ply board partition base 4. 228mm x 50mm timber floor joist

950mm

Paper application

200mm

Assembly parts for internal partition construction

1. 600mm x 18mm chamfered timber battens 2. 200mm x 950mm x 18mm plywood sheets 3. 200mm x 950mm x 18mm plywood sheets (x 2) 4. 297mm x 841mm ‘A1 Cartridge 130 gsm paper white sheets’ (cut from an a1 sheet)

297mm x 841mm folded a1 cartridge 130 gsm paper white sheets.

50mm x 228mm timber floor joist

section detail (right)

marine ply flooring 3000mm x 2500 x 18mm

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600mm x 600mm timber partition frames.

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5. marine ply flooring 3000mm x 2500 x 18mm

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5. folded repetitively

600 mm

6. folded in place 6.

7. process repeated until cluster is made

5. 3. 200 mm

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This sequence of drawings show the construction makeup of the external partition that forms the envelope of the bridge link.

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Axo of construction makeup of external edge condition

Section detail of external edge partition condition

1:20

1:10

1. floor finish ( 75mm screed) 2. 18mm ply wood flooring

timber battens

3. 228mm x 50mm floor joist 4. timber joist hanger 5. 400mm x 76mm timber brace noggin 6. perspex sheet holding bracket 7. 600mm x 45mm x 18mm chamfered timber battens

Assembly parts for external partition construction

600mm

1. 1050mm x 18mm chamfered timber battens

400mm

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2320mm x 1523mm perspex sheet

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600mm x 600mm timber partition frames

297mm x 841mm folded a1 cartridge 130 gsm paper white sheets

2. Timber joist hanger

400mm x 600mm marine ply board

3. 400mm x 76mm timber brace noggin

50mm x 228mm timber floor joist

4. Perspex sheet holding bracket 5. 400mm x 600mm marine ply board

joist hanger

6. 2320mm x 1523mm perspex sheet

section detail (right)

600 mm 2.

1523mm

marine ply flooring 3000mm x 2500mm x 18mm

50mm

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2320mm

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1523 mm

9. 2320mm x 1523mm perspex sheet

128mm

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8. 297mm x 841mm folded a1 cartridge 130gsm paper white sheets.

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standard timber dimensions

75mm

102mm

seismic timber frame with retrofitting technique

selected sizes

114mm

152mm

temporary crane supporting seismic timber frame

20mm

76mm

228mm

25mm

Detail 1

228mm

This is called a Japanese ‘moment’ connection which is the connection used for

25mm

38mm 50mm

102mm

76mm

detail 3 (right shows alternative method)

114mm

38mm

152mm

50mm 4270mm 228mm 50mm

114mm

152mm

228mm

structural hanging wall on spandrel

76mm x 114 timber post

wing wall

brace with dampener

marine ply wood floor 3000mm x 2500mm x 18mm

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76mm

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38mm

Detail 2

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4370mm

This is the scarf joint, one of the simplest joints which is used to join two timber pieces together.

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2500mm

228mm

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152mm

76mm

the corners of the timber frame.

1500mm

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tension cable cable hook steel hoop

seismic timber frame structure

connection detail

Detail 3 detail 2

This is an alternative joint called the interlocking tenon joint. This locking joint attaches two or more pieces together.

connection detail 50mm x 228mm timber beam

detail 1

BA (HONS) A R C H I T E C T U R E W O R K

2018

PORTFOLIO WORKS

D A N R Y M E R T R E N H O L M E TEL: 07805585037

EMAIL: danrymer24@gmail.com