DRT Portfolio Works

DANRYMERTRENHOLME
PORTFOLIO
WORKS
2018

C O N T E N T S
. Professional Works
. . Master Of Architecture Works (MArch RIBA Part II)
. . . BA (Hons) Architecture Works

Freelance Professional Experience
Domestic Renovation & Adaptation
16 Byron Road, Surrey, UK
Existing drawings
Project Description
This was a domestic planning application that I undertook in the summer
and autumn of 2017.
The building is a semi-detached three bedroom residential house
located in Surrey South Croydon. The house itself was originally built
in the 1920’s and is primarily of a brick cavity construction. The house
currently exists as the drawings to the right show.
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.
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1. existing ground floor - nts
Garage
2. existing first floor
3. existing roof plan
4. existing front elevation
5. existing rear elevation
6. existing side elevation
2.
3. 5.
4. 6.
Living Room
Dining Room
Kitchen
Hallway
Boundary

16 Byron Road, Surrey
Proposed Design Drawings & Details
proposed site plan
detail 1
detail 3
detail 2
detail 3 - rear foundation (NTS)
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.
C25 (grade of concrete)
trench fill 600 x 1000mm deep
Foundation to bear on
natural stiff clay with bearing
capacity 100 KN/m2
Below ground level both
leaves to be built in
trench blocks or class ‘b’
engineering brickwork
Render finish
100mm block work outer leaf
100mm cavity full fill insulation
100mm block work inner leaf
75mm insulation
F.L.
G.L.
dpc
Sand blinding and min 150mm
clean compacted hard core1200 gauge dpm
150mm ground bearing
re-inforced concrete slab.
75mm screed finishes on
75mm insulation on 500
G vasqueen
1000mm
300mm
600mm
detail 1 - flat roof check kerb detail (NTS)
Welted drip
Vapour
barrier
Fascia
Blockwork
Flat roof joist 170 x
47 C16 at 400 c/c
Firring
22mm plywood
120mm
Kingspan Thermaroof
TR27 / FM LPC
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
detail 2 - flat roof with welted drip detail (NTS)
Welted
drip
Vapour
barrier
Fascia
Blockwork
Flat roof joist 170 x
47 C16 at 400 c/c
Firring
22mm plywood
120mm
Kingspan Thermaroof
TR27 / FM LPC
11900
5000
6440
4363
7000
212
Boundary Boundary Boundary
Family Room
Kitchen
New Sliding Doors
Utility
Room
Roof Dome -2000 x 4000 mm
Steel Beam to str.
engineer detail
SteelBeamtostr.
engineerdetail
Steel Beam to str. engineer detail
New garage door
New front door hard landscaping
Hallway
Garage
New block work wall
En Suit
Bedroom
Bedroom
Bedroom
Hallway
Office
Living Room
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
1/2 hour fire resistance.
Boundary Boundary Boundary
750
6000
Proposed ground floor - nts Proposed first floor - nts Proposed second floor - nts
5000
Master BedroomEn Suit
1200
1200
Eaves Void
Eaves Void
New
glazing on
gable end
New Sliding Doors
Roof Dome
2000 x 4000mm
New gable end glazing
Proposed rear
loft dormer
Proposed front roof
porch
Proposed extended roof
with gable end
Flat roof to be single ply
membrane roofing providing
aa fire rating for surface
spread of flame with current
BBA or WIMLAS
Project Description Continued
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 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.
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.

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
N

Notes
Key Plan
Issue Date Notes Chkd Apprd
St Thomas Street
Winchester SO23 9HD
Telephone 01962 842 200
84 Long Lane
London SE1 4AU
Telephone 020 7940 1888
www.architectureplb.com
© 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.
Drawing
Scale Date
Project
Job nº_Type_Series_Revision
Status
Drawn by
London Metropolitan University
Calcutta House _ Main Block
GA Plan - Basement Proposed
1:250 @ A3
RIBA Stage 2
APLB
2546_GAD_120200_B
02.04.15
2546_GAD_120200_B
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
CMB-07C
CMB-07B
CMB-07
CMB-08A
CMB-37A
CMB-01B
Stair6
CMB-01A
CMB-45
CMB-50
CMB-49
CMB-48
CMB-44
CMB44A
CMB-43
CMB-42
CMB-37
CMB-41
CMB-38
CMB-40
CMB-34
CMB-36
CMB-35
CMB-23
CMB-20CMB-19
CMB-32A
CMB-24A
CMB-27
CMB-28
CMB-33
CMB-29
CMB-32
CMB-31
CMB-30
CMB-13
CMB-17
CMB-11
CMB-09
CMB-16
CMB-08
CMB-15
CMB-06
CMB-05
CMB-12
CMB-10
CMB-03
CMB-07A
CMB-02
CMB-01
UP
UP
UP
UP
UP
UP
UPUP
UP
CMB-S6
CMB-16a
CMB-16b
CMB-04
IT Studio
Data
Board
TV
Studio
Control
Refuge
CMB-S5
Stair 5
CMB-14
WC
(existing)
CB-01
Circulation
CB-02
Circulation
CB-03
Circulation
CB-S1
Stair 1
CB-S2
Stair 2
CMB-18
WC
(existing)
CMB-19
Digital
Manufacturing
CMB-19a
IT touchdown
(existing)
CMB-21
CassWorks
CMB-24
Film &
Animation
CMB-24b
Stop motion
Lift-2
Lift-5
CB-S3
Stair 3
CB-06
CB-07
CMB-26
WC
(existing)
CMB-25
WC
(existing)
CB-08Lift-3
CB-09
CB-10
CB-S4
Stair 4
CB-05
CMB-39
TV Studio
CMB-47
TV studio
control
room
CMB-46
M + E to confirm extent
of work required to existing
plant areas.
New TV studio only applicable to
Budget Estimate option (s)
work area
A. 02.04.2015 First Issue DW JdS
B. 28.07.2015 Revised for new brief DW JdS
•To be read in conjunction with quantity surveyors Budget Estimate
17/07/15

Notes
Key Plan
Issue Date Notes Chkd Apprd
St Thomas Street
Winchester SO23 9HD
Telephone 01962 842 200
84 Long Lane
London SE1 4AU
Telephone 020 7940 1888
www.architectureplb.com
© 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.
Drawing
Scale Date
Project
Job nº_Type_Series_Revision
Status
Drawn by
London Metropolitan University
Calcutta House _ Main Block
GA Plan - Ground Floor Proposed
1:250 @ A3
RIBA Stage 2
APLB
2546_GAD_120210_B
02.04.15
2546_GAD_120210_B
UP
UP
UP
UP
UP
UP
1 0 1 2 3 4 5 6 7 8 9 10
Metr
es
UP
CMG-N37
Stair 1
CMG-03A
CMG-04A
CMG-14
CMG-02
CMG-08
CMG-09
ENTRANCE
CMG-20
CMG-24
CMG-24B
CMG-24A
CM
G-11
CMG-16
CMG-15
CMG-13
CMG-17
CMG-N04
CMG-32
CMGN-20d
CMG-N20c
CMG-N20a
CMG-N30
CMG-N29
CMG-N28
CMG-N27
CMG-N26
CMG-N25
CMG-N18
CMG-N03
CMG-N02
LIFT 3
CMG-83
CHIMNEY
CMG-46
CMG-45
CMG-47
CMG-49CMG-48
CMG-51
CMG-53CMG-52
LIFT 1
CMG-54
CMG-56
CMG-59
CMG-58
CMG-55
CMG-57
CMG-63
CMG-60
CMG-N05
CMG-N06
CMG-N07
CMG-N08
CMG-N09
CMG-N10 CMG-N11 CMG-N12 CMG-N13
CMG-N20b
CMG-N21
CMG-62CMG-61
Stair6
CMG-S6
Sliding Doors
in
out
Stair 2
CMG-N32
CMG-N31
CMG-N24
CMG-N23
CMG-N22
Lift 2
Stair 2Stair 1
Lift 3
Riser
CMG-12
Workshop
area
CMG-07
Student
zone
CMG-N15
Library
CMG-N16
Library
office
Stair 5
Stair 3
Stair 4
Lift 5
CMG-23
Workshop
store
CMG-10
IT suite
Entrance
foyer
CMG-30
Student
zone
CMG-04
WC
(existing)
CMG-N14
Library
atrium
CMG-03
WC
(existing)
Employability to become library (proposal
not shown), only applicable to Budget
Estimate option (c)
Offices to become enlarged student zone
(proposal not shown), only applicable to
Budget Estimate option (c)
Temporary Student Zone, only
applicable to Budget Estimate
option (b)
work area
A. 02.04.2015 First Issue DW JdS
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
B. 28.07.2015 Revised for new brief DW JdS
•To be read in conjunction with quantity surveyors Budget Estimate
17/07/15

Project:
Drawing:
Number:
Date: Scale:
Calcutta House_ Main Block
Third Floor Studio Layout
Option A
2546_SKE_500040_A
10.02.15 NTS
Project:
Drawing:
Number:
Date: Scale:
Third Floor Studio Layout
Option B
2546_SKE_500041_A
10.02.15 NTS
Project:
Drawing:
Number:
Date: Scale:
Basement Recording Studio
Views
2546_SKE_500042_A
10.02.15 NTS
Project:
Drawing:
Number:
Date: Scale:
Basement Recording Studio
Views
2546_SKE_500042_A
10.02.15 NTS
Proposed Recording Studios

Project:
Drawing:
Number:
Date: Scale:
Old Castle Street Studios Axo
(COM to CAL scheme)
2546_SKE_500163_A
05.08.15 NTS

Proposed Library Entrance 2Proposed Library Entrance 1

MASTEROFARCHITECTUREWORKS
(MArchRIBAPARTII)

Project Description
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.
N
Cocoti

paper folds
photograph sized to 1:2 at A3
This following section of work is
a fragment of my design project
which investigates the material
qualities of paper

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.
Although both compositions are different in physicality,
the method of making these are very similar.
material specification
type of paper:
‘a1 canford cartridge paper 130 gsm
equipment required:
scissors
1. start with a sheet of flat A1 paper 4. the paper is then repetitively folded at
approximate intervals of 30- 50 mm
start to roll the
sheet from
either side
continue this
form
continue until the
paper is a
single roll
make the roll of
paper taught
repeat this
process until rolls
are clustered
together
2. start with a sheet of flat A1 paper
841mm
841mm
594mm
594mm
297mm
297mm
297mm

paper rose spirals
inserted into partition
frames
timber batten
Assembly Plans Assembly Fragment Axo
marine plywood

Front Elevation
horizontal timber battens
vertical timber battens
paper folds (297mm x 841)
marine ply board (18mm)
Side Elevation
Axo

Full Assembly Axo
1:12
1.
2.
4.
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.
1900mm
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
1:20
Section of internal partition condition
1:10
1. 600 x 45mm x 18mm chamfered timber battens
2. 297mm x 841mm folded ‘A1 cartridge 130 paper white sheets
3. 1900mm x 200mm x 18mm marine ply board partition base
4. 228mm x 50mm timber floor joist
5. marine ply flooring 3000mm x 2500 x 18mm
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)
5. folded repetitively
6. folded in place
7. process repeated until cluster is made
timber battens
Paper application
200mm
950mm
1.
2.
3.
4.
5.
6.
7.
600mm x 600mm timber
partition frames.
297mm x 841mm folded a1
cartridge 130 gsm paper white
sheets.
marine ply flooring 3000mm x
2500 x 18mm
50mm x
228mm
timber floor
joist
section detail
(right)
600 mm
45
200 mm
1.
2.
3.
4.
5.

This sequence of drawings show the construction
makeup of the external partition that forms the
envelope of the bridge link.
Assembly parts for external partition construction
1. 1050mm x 18mm chamfered timber battens
2. Timber joist hanger
3. 400mm x 76mm timber brace noggin
4. Perspex sheet holding bracket
5. 400mm x 600mm marine ply board
6. 2320mm x 1523mm perspex sheet
timber battens
1.
2.
3.
4.
5.
6.
600mm
400mm
1523mm
2320mm
Axo of construction makeup of external edge condition
1:20
50mm x 228mm
timber floor joist
400mm x 600mm
marine ply board
297mm x 841mm
folded a1 cartridge
130 gsm paper
white sheets
600mm x 600mm
timber partition
frames
2320mm x
1523mm perspex
sheet
marine ply flooring 3000mm x
2500mm x 18mm
joist hanger
section detail
(right)
Section detail of external edge partition condition
1:10
1. floor finish ( 75mm screed)
2. 18mm ply wood flooring
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
8. 297mm x 841mm folded a1 cartridge 130gsm paper white sheets.
9. 2320mm x 1523mm perspex sheet
600 mm
1523 mm
45
1.2.
3. 4. 5.
7.
8.
9.
50mm 128mm

75mm
38mm
152mm
76mm
228mm
114mm 152mm 228mm
152mm
228mm
50mm 76mm 102mm 114mm
228mm
102mm 114mm 152mm
228mm 76mm 20mm
25mm
25mm
38mm
38mm
50mm
50mm
76mm
1500mm
2500mm
standard timber dimensions selected sizes
4370mm
seismic timber frame with
retrofitting technique
detail 3 -
(right shows
alternative method)
marine ply wood
floor 3000mm x
2500mm x 18mm
wing wall
structural
hanging wall
on spandrel
76mm x 114
timber post
brace with
dampener
detail 1
50mm x 228mm
timber beam
detail 2
Detail 1
This is called a Japanese ‘moment’ connection which is the connection used for
the corners of the timber frame.
Detail 2
This is the scarf joint, one of the simplest joints which is used to join two timber
pieces together.
Detail 3
This is an alternative joint called the interlocking tenon joint. This locking joint
attaches two or more pieces together.
seismic timber
frame structure
connection
detail
connection detail
steel
hoop
cable hook
tension
cable
temporary crane
supporting seismic
timber frame
4270mm

D A N R Y M E R T R E N H O L M E
TEL: 07805585037 EMAIL: danrymer24@gmail.com
P O R T F O L I O
W O R K S2018

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