Darnel Myers PORTFOLIO

darnel.myers@hotmail.com

_________ Collection of Architectural work 2020

2 I 24

darnel MYERS darnel.myers@hotmail.com

( More than just Architecture ) I would like to take this opportunity to Introduce myself as Darnel a qualified enthusiastic young professional from Trinidad and Tobago of the Caribbean. I have completed my Masters in Architecture at Anhalt University of Applied Science in Germany (Bauhaus). Prior to this in 2015, I completed my Bachelors of Arts Degree in Architecture at the University of Technology in Jamaica. I have worked as an Engineering Technician, Assistant Project Manager Architectural Designer and a Graduate Landscape Architect. During these tenures I was assigned design and construction responsibilities for Civil and Architectural works. These opportunities have equipped me with strong organisation skills, accurate oral communication and good interpersonal skills. My interest outside of Architecture constantly pushes me to learn, grow and view the world from a wider perspective. I am passionate about being physically active. This can be as simple as a walk with the dog or as daring as cliff diving. I prefer to be a part of a dynamic ambitious group instead of the star player of a team.

3 I 24

SKILL SET

BIM (REVIT)

BIM (ARCHICAD)

VECTORWORKS AUTOCAD RHINOCEROS SKETCHUP PHOTOSHOP ILLUSTRATOR INDESIGN LUMION

4 I 24

MICROSOFT OFFICE

WORK EXPERIENCE

BRANDENFELS LANDSCAPE AND ENVIRONMENT LANDSCAPE ARCHITECT / FACILITY MANAGEMENT WORKING WITHIN A TEAM RESPONSIBLE FOR DESIGNING AND PLANNING (LP2-LP5) INDOOR AND OUTDOOR PUBLIC/PRIVATE SPACES. VALUED AT $500 THOUSAND (EU) PROJECTS AND UPWARD.

URBAN DEVELOPMENT CORPORATION OF TRINIDAD & TOBAGO LIMITED INTERN JUNIOR ARCHITECT/DESIGNER ASSISTING A DYNAMIC DESIGN DEPARTMENT WITH TOURISM AND INSTITUTIONAL BUILDING DESIGNS FOR $30 MILLION (TT) PROJECTS AND UPWARD, WITHIN THE LARGEST GOVERNMENTAL URBAN DEVELOPMENT COMPANY THROUGHOUT THE COUNTRY.

JALANDY DESIGNS LTD JUNIOR ARCHITECT SUPPORTING THE SENIOR ARCHITECT WITH DESIGN AND PROJECT MANAGEMENT FOR LUXURIOUS RESIDENTIAL BUILDINGS VALUED AT MINIMUM $3 MILLION (TT).

THE NATIONAL GAS COMPANY OF TRINIDAD & TOBAGO LIMITED ASSISTANT PROJECT MANAGER ASSISTING A UNIT OF EMPLOYEES WITH ORCHESTRATING, $5 MILLION (TT) OR LESS CIVIL CONSTRUCTION WORKS AROUND THE COUNTRY.

5 I 24

Tiroler Street-Frankfurt Germany Category - Apartment Housing

Type- Landscape Architecture

Budget-500K EU

Neubau

EFH EG=97,15 EFH UG=93,90

10

8

6

RS RS

95,74

95,73

çDN125

1,0%

95,79

1,0%

çDN125

RS

RW1 DN100

çDN100

çDN100

RW1

RS

94,37

LS1

DN100 1,0% è

çDN100

1,0%

BRH

RS

çDN100

4.70 9.08 m² 2,81 m m

1,0%

çDN100

1,0%

RS

96,42

96,25

RS

96,15

RW7 DN100

96,23

RS

RS

94,22

94,37 çDN100

LS2

1,0%

RS

DN100 1,0% è

BRH 1.35

SW5

çDN70 96,47 1,0%

SW5a

95,99 RS

RW3

çDN50

1,0%

RS

SW5b

96,55

RW3 DN100

96,00

96,42

RS

LS3

SW6

E1.3

RS

94,13

94,37

DN100 1,0% è

BRH 1.35

RS

RS RS 96,40 96,39

RS

96,30 100x60 çDN125

çDN150

RS

1,0%

1,0%

BRH

RS

200x60

1,0%

1.35

96,35

RS RS 96,11 96,00 RS

m -

96,00

RW6

RW6 DN100

RW5 DN100

93,79

1,0%

94,09

RW4 DN100

RS

RS çDN125

1,0%

RS

ca. 0,28 l/s

96,00

TG2 [0,56] l/s Entfall

95,78

TG1

RS RS

1,0%

DN100 1,0% è

RS

95,60

çDN100

1,0%

1,0%

çDN100

400V

Neue Position 96,00 Freiluftschrank mit Entlüftung

RS

Entlüftu RS

çDN100

1,0%

RS

ngshaub 95,62 e

95,61

Leerro hr

RS

DN

RS

100

çDN100

1,0%

95,97

Neue Leitungsführung

RS

1,0%

DN150 1,0%

1,0%

1.35

çDN125

RS

93,91 RS

RS

95,34 RS

hr

RS DN100 94,37 1,0% è

RS

96,01

93,89

93,90 çDN125 1,0% RS 95,92

DN150è 1,0%

RC

Quadro

çDN100

è

LS8

95,36

ng

mit ZulaufControl Schacht im aufsatzro

1,0%

1,0%

RS AS

SediPoin Regenw t behandlu asser-

95,74

çDN100

çDN100

BRH

HEA

3,0%

çDN100 Entlüftu 1,0% ng HEA

95,96

çDN125

RS

93,06

çDN100

3,0%

DN100 1,0% è

95,67

95,38

RS

96,30

96,00 çDN70

çDN100

96,00

95,82

è

RS

RS

DN125

RS

95,39

RS

TMK Schacht 01 Rohrübergabe Rand ca. 1,05 l/s TG1 RS [0,25] l/s 93,83 Entfall HEA

RW4

DN100 çDN1251,0% è

und Schacht NeueRSLeitungsführung 95,79

95,68

DN150è 1,0%

RS

TG2Rohrübergabe Rand

RW5

94,37

è

160

93,10

TR2

TMK Schacht 02 RS

94,06

1,0%

çDN125

LS7

95,73

95,72

DN150 1,0%

DN

Leerro

Tiroler hr DN Straße50 zur 6

RS

r

1.35

DN100 1,0% Aè RS

96,13

RS

Leerro

Entw Verd ässe unst rung ung Tiefg srinn arag en e übe

BRH

95,92

çDN100

RS

95,93

RS

RS

çDN125

95,94

RS

çDN100

DN100è 1,0%

RS

çDN100

1,0%

RS

è

DN125 1,0%

çDN150

0 DN4 2 DN3

RS

255.32 261.15 m²

LS6

1,0%

94,37

çDN100

RS

DN100

ç

hr

94,08

93,18

94,15 çDN100

RS

çDN100

DN100 1,0% è

96,58 DN70 1,0% è

2.36 6.15 m² 2,81 m m

200x60

RS

m m

SW4a DN50 E1.2 1,0% è

1,0%

94,22

2,81

96,48

çDN100

SW4 FRS

çDN125

RS

RS

S3 H3

RS 10.27 13.67 m² m -

H2

96,24

DN125 1,0% è

47.15 400x60 33.69 m²

HA

RS 95,56

A

RS

RS

RS

RW7 RS

çDN125

8 Zähler 5 Zähler 400x60

100x60

94,23

95,88

è

200x60

1,0%

çDN125

RS

DN50 96,22

8.86 12.07 m² 2,81 m m

Telekom Unitymedia

95,57

çDN100

DN20 000

m3

200x60

SW3a

S1 SW3

DN25 DN12 DN32

çDN100

F

RS

RW2 DN100

SW2a

è è

çDN100

RW8 DN100

RW2

DN32 DN12 DN32

DN70 DN50

RS

RW8

H1

RS 96,58 çDN50 DN251,0% DN12 DN32

1

E1.1

96,48

1,0%

230V

1,0%

çDN100

SW3b

RS PS 1000l g 230V

Z

çDN100

Solar

1,0%

PS 1000l

96,46

96,48

96,30

è 1,0%

15.71 17.49 m² 2,81 m m

95,58

200x60 RS

68.10 35.29 m² 2,81 m m

DN70 DN70 è

HEA

1,0%

230V

çDN100

çDN125

FS

Enthärtun

G4

RS

RS

SW1

230V FS

HEA

96,48

SW2 RS DN25 DN25 DN32 DN15 DN40

erteiler

LS5

çDN100

Heizkreisv

UKRD

1,0%

N 300

94,37

22cm

200x60

RS

RA

çDN100

94,31

Solar

230V

çDN100

SGSolar Solar eisung

çDN50

RS

SG HZ

Nacheinsp

çDN100

BWT 50KW

1,0%

230V

1,0%

1.35

S2

100

RW9 DN100

çDN100

DN

BWT

hr

RW9

230V

çDN100

LS4

94,37

Leerro

çDN100

RS

Solar

95,65

çDN125

BW 50K T 5m W ³/h RS

RS

RS

95,93

95,32

97,08

97,08

Anschluss Sektionaltor

1,0%

RS

94,98

RS

GW1 [2,34] l/s 1,61 l/s 71,5 statt 104 m²

E1

RS

95,90

95,91

TR1 TR1

[0,93] l/s 1,09 l/s 48,6 statt 41,3 m²

93.25

93.37

400

STZ

D: 96.92 S: 93,37

RS Kanal 93,38

5,00

DN

F

48.04 m

1:400

F F

SD F

6 I 24

GW2 RS

zusätzlicher Straßenablauf

GW1

RS 93,53

1:417

95,89

95,91

Anschluss RS 95,80 Entwässerungsrinne Abdeckung Klasse D 400

Anschluss an Medientrasse Stadtwerke Anschluss an Medientrasse Stadtwerke

50.01 m

E2

RS

ÜS A1

DN150è 2,0%

STZ

D: ca.96,90 DRUCKDICHT! E1: 94,95 Anschluss an E2: 95,63 A1: 93,67 öffentliches Stromnetz

93.49

RSK

400

1,0%

DN150è 1,0%

Gedrosselter Abfluss Q mittel 1,8l/s

HLS

DN

çDN100

DN150è 1,0%

um um

çDN100

RRB aus Füllkörpern Rigofill inspect V = 9,29 m3 2 x11 x 1 Blöcke á 0,80 x 0,80 x 0,66 m, 1% Gefälle UK RRB = 94,94 OK RRB = 95,60

Fahrradra Technikra Ellektrora

DN

400

A private building site where the Landscape Architecture office was tasked to assist the building Architect with a external design proposal,considering the underground parking.

97,10 97,10

97,07

2,5%

97,05 0.4

0

97,07

97,15 97,12 97,15

Neubau

97,10

97,10

OKFF-EG=97,15 OKFF-TG=93,90

2,5%

RD6

97,00

97,05 97,10

97,10

2.00

97,10

97,15

97,04 2.1

97,10

5

97,10 97,15

97,13

97,10

96,99 97,10

97,15

2.3 4

97,12 97,10

RD7 1.5

97,19

0

RD8

97,13

RD5

6.5

RD12

1

97,12

97,10

OKRD 96,55

97,10

97,07

8

97,15

3.1

RD9

OKRD 96,30

RD4

3.7

97,12 OKRD 96,30

3

2,4%

97.10

2,4% 1.10

97,10

OKRD 96,65

RD3

97,19

1.00

2,5%

2,5%

4,5% 2,0%

2,5%

2,5%

97,20

96,70

96,75

96,70

96,70

OKRD 98,05

97,20

97,06 97,06

1.17

2,5%

1.16

1.31

97,27

1.96

96,75

97,20

1.77

97,20

96,70

96,93

96,98 96,98 1.50

97,20 97,06 OK TB. 97,20 OK TB. 97,20

1.56

97,15 97,15

97,18

1.50

97,18 97,20

97,06

96,93

97,22

RD11

97,15

RD13

1.50

1.50

1.39

97,10

RD13

97,17

2.00

97,17

97,17

97,22

4,5%

97,18

96,96 96,96

97,24

97,03

97,22

96,91

2.00

RD13

2,5%

96,91

97,06

RD1

97,02

96,60

97,12

97,19

2,5%

96,96

96,97

96,80

OKRD 97,00 1.50

97,12

96,94

RD10

9714

97,01

2,0%

0.80 96,91 1.10

97,10

97,12

97,19

2,0%

97,12

97,10

97,08

97,08

97,07

RD2 OKRD 98,85

2,0%

3,9%

2,5%

2,5%

OKFF=97,17

OKFF=97,08

OKFF=97,16

RD13

OKM 97,76 2,0%

10

6

96,73 96,76

96,71

96,71

5,0%

8 96,90

96,90

96,90

Rasenplatten / Rasengittersteine, unterbaut Befestigungsarten und Bauweisen für die Nutzungskategorie NFw Gesamtaufbau: 84cm

96,88

96,86

96,86

Kiestraufe im unterbauten Bereich RD7

RD4

Vegetation Rasenplatten / Rasengittersteine verfüllt mit Rasensubtsrat R

Fassade, schematisch Tiefbordstein, Beton, 10/20/6 cm

Bettung 2/5

10 cm Grobkies K 16/32, gewaschen

Hartgestein-Schotter 0/45 EV2 min. 120 mPA

Betonfundament C 12/15,Stärke 20cm, mit Rückenstützen gem. DIN 18318

Filtervlies FIL 300

27 cm Hartgestein-Schotter 0/45 Optigrün Filtervlies FIL 300

Perl Lava 2/16 EV2 min. 100 mPA

Vlieskaschierte Noppenbahn 36 cm Perl Lava 2/16

Bautenschutz-und Dränelement FKD 60BU verfüllt mit Perl 2/16

Bautenschutz-und Dränelement FKD 60BO, gefüllt mit Perl 8/16

Schutz-, Trenn- und Gleitlage SGL 500

Schutz-, Trenn- und Gleitlage SGL 500

PE- Trenn - und Gleitfolie TGF 0/2

PE- Trenn - und Gleitfolie TGF 0/2

Beton - Unterkonstruktion

Beton Unterkonstruktion

7 I 24

8 I 24

Item 1

Master Thesis Value In Material Substitution Category - Residential Housing Type

- Plastic Waste Material Substitution

Year

- 2019

I have embarked on a Thesis project that focuses on innovative ways for the Built Environment to prepare and utilize recycled plastic waste material into residential housing. The Architype, has high value in accessibility, durability and affordability. It will be done by collecting and sorting plastic waste from the local landfill. The waste is then sent to a production factory where the process of Shredding, Extrusion, Injection and Compression takes place. To achieve assembly I have simplified the housing construction to a catalogue of building elements. These elements similarly to timber joinery can be smartly arranged to mimic traditional building elements or dear to be something more. The Character of the building is emphasized by it elements. It creates a new typology of housing one that can be generated from monetized waste collection. The unusual aesthetic of the house comes from the up-cycled plastic material and its countless formal arrangement. A project where the first phase will start as disaster relief housing / low income housing but has the potential to grow into bespoke housing.

9 I 24

RECYCLED PLASTIC + MODEL PROTOTYPE + ASSEMBLY

HOUSE HOLD WASTED PLASTIC RECYCLED INTO PLASTIC BRICK PROTOTYPES

10 I 24

60

60

60

60

40

60

80

Item 1

20

100

60

100

100

20

20

20

20

60

80

20

20

60

60

60

20

60

60

80

20

P-01

P-02

P-03

P-04

P-05

P-06

P-07

11 I 24

PLASTIC PUZZLE HOUSE + WEATHER PROTECTION DETAIL

RESIN USED TO CONNECT

PROPANE BURNER USED TO SEAL CONNECTION

TABLE SAW USED FOR WORKABILITY OF MATERIAL

12 I 24

Item 1

13 I 24

Light House - Competition Category - Civic Institution

14 I 24

Cost: Design Competition

Year - 2015 Ďľ

Restoration of a dilapidated Light House site on the East Coast of Trinidad. The new design welcomes a multi purpose building.

15 I 24

House Fortune

Category - New Build Residential Housing

Budget:1,2M TT Dollars

Year - 2016 ϵ

A A-200 64' - 8" 16' - 8"

8" thick Retaining wall

7' - 4"

3' - 0"

2

9' - 0" 16' - 10" 52' - 6" 3' - 0"

3

UP

6' - 0"

4

2' - 0"

1

Lounge

2kg Dry Chemical Fire Extinguisher

2' - 3"

EQ to opposite

Foyer

4' - 0"

Smoke Detector

1

1' - 0" 5' - 6" 20' - 8"

19' - 3"

4' - 3"

17' - 9"

2' - 3"

7 8

4' - 4"

3' - 0"

6

2' - 0"

5

3' - 0"

7' - 0"

4

3' - 0"

0

8' - 10"

5' - 8"

3

6' - 0"

1

1' - 4"

12' - 0"

5' - 8" 6' - 0"

17' - 8"

2

DW

6' - 0"

19' - 4"

18' - 6" 3' - 0"

2

Powd. Room 3 35 SF

3

2

Basement Storage Slab

UP1 E.F

4

2' - 8" 0' - 10" 0' - 8"

18' - 0"

0' - 8"

7' - 0"

6

Kitchen

Laundry Room 42SF

DN5

REF.OVEN

16

15' - 9"

5' - 7"

D

2' - 0"

11' - 0"

7

Alfresco

1' - 0"

1' - 2"

1' - 0"

0' - 4"

12' - 0"

11' - 0"

3' - 0"

9' - 6"

6' - 3" 1' - 0"

12' - 0"

16' - 6"

0' - 4"

5' - 7"

31' - 5" 7' - 3"

7' - 4"

0' - 8"

1' - 0"

EQ to opposite

5' - 6" 1' - 0"

15' - 0"

12' - 0"

18" co box d

1' - 0" 5' - 6"

17' - 0"

5' - 6" 1' - 0" 12' - 0"

Car Port 15

Electrical Pole and Meter Position at Main Driveway Entrance

12' - 0"

16' - 0"

12' - 6"

21' - 4"

E

Fall

12' - 6"

Fall

4" Ø. DownPipe

9' - 6"

12 "Hip Ridge Cap

26 G Valley Guttering

D Fall

Fall

4" P.V.C Guttering

18' - 6"

Building Outline Fall

4" P.V.C Guttering

Fall

26 G Corr. Galvanise On 4" Z Purlins, On Steel Rafter

26 G. Ridge Cap

3' - 0"

Fall

C B

12' - 0"

26 G corr. galvanise on 4" z purlins, on steel rafter

Fall

4" Ø DownPipe

Fall

4" Ø Rain Water Down Pipe and Catch Box to Main Drain 20' - 6"

18' - 0"

Fall

26 G Ridge Cap

A 2' - 4"

2' - 4"

Roof Eave Size

21' - 4"

12' - 0"

2

16' - 0"

3

12' - 0"

4 A A-200

16 I 24

9' - 2"

12' - 0"

18" conc slipper drain

36" wide existing conc storm street drain

24' - 6"

18" conc block box drain wall

53' - 0"

18" conc slipper drain

5

B A-201

4' - 7"

My first individual project as a Junior Project Architect. I developed the formal design and structural drawings required for building approval and construction.

5 26 G corr. galvanise

5/8" Ø nut and bolt 4"Ø galvanize iron pipe into ring beam to recieve roof rafters

2" steel plate 2"x4" Z-purlin

Roof 17' - 8" 0' - 8"

4" Ø PVC guttering

fascia

6"x12" ring beam with 4 nos 1/2"Ø H.T steel bars with 3/8" Ø stirrups @ 6" crs

4" x12" capping beam with 4 nos 1/2"Ø H.T steel bars and 3/8"Ø stirrups @ 6" c/c

Bedroom 3

7' - 0"

11

4"x8"x16" clay blocks with 1/2" plastering on both sides

20G decking pan with 4000 psi concrete

First Floor Finish Structural Floor

First Floor 9' - 4"

6x6 10G brc

6"x12" floor beam with 6 nos 5/8" Ø H.T. rebars and 3/8"Ø steel stirrups

2"x6" intermediate I-Beam

36" x 24" window casement

9' - 4"

Lounge 4 6" x 8" x 16" conc blocks

6x6 10G brc bars

Ground Floor and finish

5/8"Ø H.T. steel bars

Ground Floor 0' - 0"

5/8"Ø H.T Bars

12"x14" tie beam with 4 nos 5/8" Ø bars 3/8" Ø stirrups @ 8" c/c 36"x36"x12" foundation pad reinf with 5/8" Ø H.T.bars @ 6"crs. both ways

3' - 6"

Parking Level -1' - 6"

rubble fill

1' - 0"

06 RingBeam 17' - 4"

2"x 6" I beam

17 I 24

H - Kitchen

Category - Kitchen Renovation

18 I 24

Type- Project Management

Budget - $17K tt

Renovated Kitchen Design

+

Project Management of Construction

19 I 24

LUCKHARDT VILLA +PAVILION Category - Modernity Case Study

20 I 24

Type- Bauhaus Houses Investigation

Budget- 200Euro

Investigation of structure and aesthetic scenery

+

I built a 1:1 pavilion with PVC pipes.

21 I 24

La Flauta - Costa Rica Category - Final year BA-Urban Design

22 I 24

Type - Concert Hall

Year- 2015

Tasked to design an urban concert hall acute to acoustics for indoor and outdoor performances.

23 I 24

FINISH