KIMBERLYN BACCHUS PORTFOLIO
HELLO!
ESSENTIAL SKILLS
My name is Kimberlyn Bacchus and I am fond of design in all forms.
Conceptual Design
Coming up with ideas and making them a reality drives me, and I constantly look at objects and situations with the thought of, “What can this become?” or, “How can I make this better?” This drive has shaped my design process and makes me especially skilled at developing forms from concepts, and maintaining the conceptual potency throughout the development of the design. It is my goal as a designer to create spaces that are functional and quirky to enhance and enliven users’ lives. As a professional, I have been fortunate to work on projects of varying types and scales. These projects have taught me a lot about the responsibilites of architects, and how we work with other professionals to ensure the successful delivery of a design and construction of a building. I present to you a selection of projects from my professional and academic career.
Design Development Construction Drawings Construction Detailing
Site Supervision Visualization
PROJECT TYPES Residential Commercial Institutional Historic Renovation
SOFTWARE
TABLE OF CONTENTS COTTON HILL TOWNHOUSE DEVELOPMENT
1
ST. JOHN’S PUBLIC LIBRARY- UNDERGRAD 3RD YEAR FINAL PROJECT
5
EXTENSION OF THE MALONEY RC CHURCH OF THE INCARNATION
9
ROOM TO GROW- MASTER’S THESIS PROJECT
13
TUMPUNA ROAD GAS STATION & PLAZA
17
THE OFFICIAL RESIDENCE OF THE PRESIDENT OF TRINIDAD & TOBAGO
21
RIVERSHORE APARTMENTS
25
COTTON HILL TOWNHOUSE DEVELOPMENT
ESSENTIAL SKILLS
LOCATION: PORT OF SPAIN, TRINIDAD & TOBAGO
Conceptual Design
SIZE: 511 SQM.
Design Development
FIRM: APM LTD.
ROLE: CONCEPTUAL DESIGN COMPLETION; SPATIAL COORDINATION DEVELOPMENT; STATUTORY APPROVAL SUBMISSIONS; TECHNICAL DESIGN
This project is a muilti-family residential development consisting of 3 townhouses, and located atop a small hill with views of the world-renowned Queen’s Park Savannah and downtown Port of Spain. DESIGN INTENT:
• A modern aesthetic, with high-end finishes and fixtures.
CHALLENGES: • First ‘full’ design project • Encroachment by neighbour makes part of site unusable OUTCOME:
• Designed the façade after the initial
form had been determined • Disputed area avoided by moving one townhouse unit towards the south of the site • Successfully prepared submissions for statutory approvals • Coordinated with the MEP and structural engineers
1
Construction Drawings Construction Detailing
Visualization
PROJECT TYPE Residential
SOFTWARE
2
1
B
C
A-200
6550
6925
1 A105
10 A-011
1 A104
D 9
C 6800
6800
4
A-011
B 6800
18608
+93,280 EL
SITE BOUNDARY ACCORDING TO CADASTRAL
A
R.C. PERIMETER WALL TO ENGRS. DETL.
A-011
3550
1
1
A-300
3252
LANDSCAPED AREA
.00 94
DISCLAIMER:
A-301
ENCROACHED AREA
THIS DRAWING AND DESIGN IS COPYRIGHT PROTECTED WHICH SHALL NOT BE USED, REPRODUCED OR REVISED WITHOUT WRITTEN PERMISSION BY ARCHITECT PAUL MO LIMITED. THE CONTRACTOR SHALL CHECK AND VERIFY A DIMENSIONS AND UTILITY LOCATIONS AND REPORT ALL ERRORS AND OMISSIONS PRIOR TO COMMENCING WORK THIS DRAWING IS NOT TO BE SCALED.
1
55 SQ.M.
8027
NOTES
1
L FAL
THIS DRAWING AND DESIGN IS COPYRIGHT PROTECTED WHICH SHALL NOT BE USED, REPRODUCED OR REVISED WITHOUT WRITTEN PERMISSION BY ARCHITECT PAUL MOSES LIMITED. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND UTILITY LOCATIONS AND REPORT ALL ERRORS AND OMISSIONS PRIOR TO COMMENCING WORK. THIS DRAWING IS NOT TO BE SCALED.
900MM X 900MM VALVE BOX
FALL
A-011
ENCROACHED AREA
DISCLAIMER:
+93,530 EL
1200MM DIA. LIFT STATION
6
1
D
6675
26095
7487
SETBACK
-
93 .0 0
A -
2 A104
92 .0 0
Evolution of a façade: Here are 3 iterations of the building façade, with the final design on the top right.
A-302
13750
2300 SETBACK +94,330 EL
+93,353 EL
NOTES 95.00 +94,600 SSL
8 A-011
+93,200 EL
3850
3550
2 92.00
FALL
3850
621
5
UP
A-011
6800
0 96.0
+93,500 EL
300
2
+93,800 EL
+93,000 EL
93.00
2a
7
3550
PROPOSED TOWNHOUSE DEVELOPMENT GROSS FLOOR AREA 511 SQ.M.
6 A-012
A-011
1150
94.00
1250
-
4
-
R.C. PERIMETER WALL TO ENGRS. DETL.
-
00 97.
1200
2175
3
1
1
1
A-303
A-201
5
9750
A-203
4
6
2300
24827
-
2798 SETBACK
9800
CATCH PIT TO ENGRS. DETL.
3
2175
LANDSCAPED AREA FALL
1625
SETBACK 00 95.
14
6
CURB WALL TO ENGRS. DETL. W/ GUARDRAIL
CONCRETE APRON
5
A-503
+97,000 EL
+97,450 SSL
1625
3
A-011
5500
2469
5
FALL
2175
CONCRETE APRON
13 +96,060 EL
7
R.C. BOX DRAIN TO ENGRS. DETL. W/ MTL. GRATING
+97,450 SSL
A-503
6
LANDSCAPED AREA
EXISTING WALL
5 A-012
FALL
+97,300 EL
2750
77 R 247
2500
2500
1
TYP.
DIM ENS
12
R 2366 6 OUT
ION
PROJECT
COTTON HILL DEVELOPMENT
NAIL PT.
+97,950 EL
1450 600MM X 600MM COMMUNICATION PULL BOX
R.C. PERIMETER WALL TO ENGRS. DETL.
+98,000 EL
1 : 50
A010 ISSUE:
1 : 50
18431
SHEET NUMBER:
4500 VEHICULAR ENTRY
A-011
FOR INFORMATION
1
SITE PLAN
.00 98
0 97.0
3
ROAD RESERVE
DRAWN BY:
CHECKED BY:
KB
PM
DATE:
11/06/20
2300
SCALE:
1:50 PROJECT NO:
SHEET NUMBER:
A-010 2
DEAD END
Avoiding dispute: The site plans show the building form before and after moving the leftmost unit to avoid the encroached area. SCALE: 1 : 50
GARBAGE STORAGE +98,030 SSL
NAIL PT.
1 EP.
REV #
SITE PLAN
700
PTD. GALV. STL. SLIDING GATE
SCALE:
SITE PLAN
REYNU DEANS
1150
1000 96 .00
DATE:
1
DESCRIPTION
2830 CHECKED BY:
PM
01/17/20
-
ISSUED FOR CONSTRUCTION
DATE
DRAWING TITLE
DRAWN BY:
KB
PROJECT NO:
YYYY/MM/DD
CLIENT
2
SITE PLAN
-
0
RE
+98,000 EL
CURB WALL TO ENGRS. DETL.
A-503
FALL
FALL
4538
'GRASSCRETE' PAVERS
SETTING
5500 SETBACK
DRAWING TITLE
1275
A-202
R 653 SET 5 TIN G OU T DIM EN SIO N
COTTON HILL
2700
N NSIO
PROJECT
2700
5
LINE OF FIRST FLOOR OVERHEAD
1 R.C. PERIMETER WALL TO ENGRS. DETL.
Owner
1275
DIME
7a CLIENT
N
R 1094
TIN SET
SIO EN T DIM G OU
ING OUT
CURB WALL TO ENGRS. DETL. W/ GUARDRAIL
FALL
1625
+97,300 EL
DESCRIPTION
SETT
DATE
LINE OF FIRST FLOOR OVERHEAD
4
FALL
3
SETBACK
RE
TYP.
.00 98
16880
6
A-012
ISSUE:
FOR CONSTRUCTION
REV #
0
'WOOD LOOK' CLADDING
900
25
PORCELAIN TILE ON THINSET
PTD. GALV. STL. HANDRAIL
10
PORCELAIN TILE FINISH
50
100 MM THK. R.C. EDGE BAND 150
144
GRND FLR SSL
GRASSCRETE PAVERS INSTALLED TO SPECIALIST DESIGN
250
HANDRAIL BALUSTER GROUTED INTO UPSTAND
6MM LAM. GLAZING ROOF TER. SSL IN BLACK ANOD. ALUM. FRAME
NOTES 100MM HIGH R.C. CURB
10MM THK. MS PLATE WELDED TO STRINGER & BOLTED TO SLAB TO ENGRS. DETL.
R.C. SLAB & BEAM TO ENGRS. DETL.
LOWER LVL SSL
OPENING FOR BALUSTER @ MIN. DEPTH OF 155MM
100
100
SHIM INSERTED AS NECESSARY
SAND BASE COMPACTED GRAVEL BASE INTERIOR
R.C. BEAM TO ENGRS. DETL. INTERIOR
EXTERIOR
SLIDING GLASS DOOR. SEE DOOR SCHED. FOR DETL.
150
HANDRAIL MOUNTING DETAIL 2 CLADDING DETAIL 4 SCALE: 1 : 10 SCALE: 1 : 10
THIS DRAWING AND DESIGN IS COPYRIGHT PROTECTED WHICH SHALL NOT BE USED, REPRODUCED OR REVISED WITHOUT WRITTEN PERMISSION BY ARCHITECT PAUL MOSES LIMITED. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND UTILITY LOCATIONS AND REPORT ALL ERRORS AND OMISSIONS PRIOR TO COMMENCING WORK. THIS DRAWING IS NOT TO BE SCALED.
2a
RHS STRINGER TO ENGRS. DETL.
150
400
280
U/S SOFFIT 76
DISCLAIMER:
150
250
R.C. SLAB & BEAM TO ENGRS. DETL.
R.C. BEAM TO ENGRS. DETL.
R.C. SLAB & BEAM TO ENGRS DETL.
SCALE: 1 : 10
10
248
GRND FLR SSL
OPENING FOR BALUSTER @ MIN. DEPTH OF 155MM
MTL. STUD FRAMING
1
ROOF TER. SSL
25
LOWER LVL SSL
25
600
ROOF TER. SSL
4
SCALE: 1 : 10
2
25
1450
25 50
400
R.C. SLAB & BEAM TO ENGRS DETL.
HANDRAIL BALUSTER GROUTED INTO UPSTAND
'WOOD LOOK' CLADDING
10MM THK. MS PLATE WELDED TO STRINGER & BOLTED TO SLAB TO ENGRS. DETL.
FIRST FLR SSL
PORCELAIN TILE FINISH
ALUM. FLASHING
UNTING
PORCELAIN TILE ON THINSET
PTD. GALV. STL. HANDRAIL
SEALANT ON BOTH SIDES OF BLOCK
2a
RHS STRINGER TO ENGRS. DETL.
88
900
62
25 X 75MM BLOCK
3
SCALE: 1 : 10
PTD. GALV.DISCLAIMER: STL. HANDRAIL THIS DRAWING AND DESIGN IS COPYRIGHT PROTECTED WHICH SHALL NOT BE USED, REPRODUCED OR REVISED WITHOUT WRITTEN PERMISSION BY ARCHITECT PAUL MOSES LIMITED. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND UTILITY LOCATIONS AND REPORT ALL ERRORS AND OMISSIONS PRIOR TO COMMENCING WORK. PORCELAIN HANDRAILTHIS DRAWING IS NOT TO BE SCALED. TILE BALUSTER FINISH 50 GROUTED INTO R.C. SLAB & NOTES CONT. PREP. RENDER FALL UPSTAND BEAM TO BEEDING STRIP ENGRS. DETL. R.C. BEAM TO OPENING FOR ENGRS. DETL. BALUSTER STAIR TILE ON @ MIN. DEPTH THINSET OF 155MM SEALANT ON R.C. STAIR TO BOTH SIDES ENGRS. DETL. R.C. UPSTAND TO ENGRS. DETL. GRND FLR SSL
HANDRAIL MOUNTING DETAIL 2
800
6MM LAM. GLAZING IN BLACK ANOD. ALUM. FRAME
CONT. PREP. RENDER BEEDING STRIP
2
MTL. STUD FRAMING
2
SCALE: 1 : 10
HANDRAIL MOUNTING DETAIL 1
650
GRID 7a
CLADDING @ ROOF PARAPET DETAIL
T.O. ROOF UPSTAND
CLADDING DETAIL
1
150
1050
76
50
T.O. ROOF UPSTAND
EXTERIOR
EXISTING COMPACTED SOIL SUB BASE
150
OPEN RISER STAIR CLADDING @ ROOF HANDRAIL MOUNTING HANDRAIL MOUNTING OPEN RISER STAIR SLIDING DOOR HEAD R.C. CURB & BASE DETAIL 2R.C. STAIR HEAD DETAIL PARAPET DETAIL DETAIL 1 DETAIL 2 BASE DETAIL 2 WDW. HEAD DETAIL, TYP. DETAIL GRASSPAVER DETAIL 3 SCALE: 1 : 10 4 SCALE: 1 : 10 5 SCALE: 1 : 10 6 SCALE: 1 : 10 8 SCALE: 1 : 10 10 SCALE: 1 : 10 12 SCALE: 1 : 10 SCALE: 5 1 : 10 SCALE: 1 : 10
2
GRID 3
1 A-303
630 100 1100
400
103600
SECTION
R.C. BEAM & SLAB TO ENGRS DETL.
R.C BEAM TO ENGRS. DETL.
M.O.
500
25 900 CHECKED BY:
PM
ISSUE:
S TO RAG E
FOR
REV #
TE R RA C E
3000
DRAWN BY:
CHECKED BY:
KB
PM
3000
DATE:
R.C. WALL, CURB & BOX DRAIN DETAIL
LAM. GLASS SLIDING DOOR IN BLACK ANOD. SCALE: PT-5 ALUM. FRAME
13
A-503
STAIRCASE TO ENGRS. DETL. CONSTRUCTION
GROUND FLOOR 97600
SHEET NUMBER:
25 900
EXISTING GRADE
SCALE: 1 : 10 R.C.
190
SECTION DETAILS
SLIDING DOOR THRESHOLD DETAIL
PROJECT NO:
DRAWING TITLE
200
1:10
11
900
2100
400
DRAWN BY:
KB
SCALE:
002
SCALE: 1 : 10
COTTON HILL DEVELOPMENT
A-304
11/06/20
WDW. BASE DETAIL, TYP.
PROJECT
2
SSL
M.O.
9
FALL
2600
R.C. BOX DRAIN TO ENGRS. DETL. W/ MTL. GRATING
PTD. STL. OPEN RISER STAIRCASE TO DETAILS ENGRS. DETL.
CLIENT
REYNU DEANS
R.C. WALL TO ENGRS. DETL.
G01A 22 m²
DATE:
150
R.C. WALL, CURB & R.C STAIR BOX BASEDRAIN DETAIL DETAIL SCALE: 1 : 1013 SCALE: 1 : 25
LI V I N G RO O M
180
DESCRIPTION
100600
300
R.C. BOX DRAIN TO
11/06/20 SCALE:
1:10 PROJECT NO:
1 : 25
PTD. GALV. STEEL HANDRAIL. SEE A-407 FOR DETL. PT-3
SHEET NUMBER:
A-503
3000
63
CONC. APRON TO ENGRS. DETL.
SSL
MTL. GRATING
ENGRS. FULL HEIGHT LAM.DETL. GLASS WDW. IN BLACK ANOD. ALUM. FRAME (TYP) PT-5
400
FALL
TIMBER SCREEN, SEE A-405 FOR
COTTON HILL DEVELOPMENT DETL. PORCELAIN TILE FINISH. SEE FINISHES PLANS DRAWING TITLE FOR DETL.
DATE
FIRST FLOOR
1610
750
ALUM. THRESHOLD SUPPLIED BY DOOR PROJECT MANUFACTURER
2575
PT-4
RE R.C. CURB TO ENGRS. DETL.
EXTERIOR
REYNU DEANS
50
G04A SEALANT ON BOTH 2 m²SIDES OF BLOCK
PTD. GALV. PTD. R.C. WALL HANDRAIL. TO ENGRS. DETL. SEE A-408 (TYP.) PT-2FOR DETL.
TE R RA C E
DESCRIPTION
SLIDING GLASS DOOR. SEE DOOR SCHED. FOR DETL. CLIENT
25
P W D R . R M.
016
INTERIOR
2375
25 X 75MM BLOCK
500
6MM LAM. GLAZING IN BLACK ANOD. ALUM. FRAME
INTERIOR
DATE
900 200
HIGH LEVEL LAM. GLASS WDW. IN BLACK ANOD. ALUM. FRAME (TYP) PT-5
2600
EXTERIOR
RE
SSL
ROOF TERRACE
M.O.
R.C. SLAB TO ENGRS. DETL. (TYP)
190
200
2450
FALL
10
50 25
25
100
10
650
R.C BEAM TO ENGRS. DETL.
10
100
017
2575
150
106A
SCALE: 1 : 10
2425
2575
BED R O O M
R.C. WALL TO ENGRS. DETL.
25
630
15
+-188
150
2700
PT-3
106050
R.C. CURB & R.C. WALL & CURB DETAIL GRASSPAVER DETAIL 14 SCALE: 1 : 25 12 SCALE: 1 : 10 SLIDING DOOR R.C. WALL, CURB & WDW. BASE DETAIL, TYP. THRESHOLD DETAIL BOX DRAIN DETAIL 9 SCALE: 1 : 10 11 SCALE: 1 : 10 13 SCALE: 1 : 25
SCALE: 1 : 10
019
150
7
SSL
PTD. GALV. STL. HANDRAIL. SEE A-406 FOR DETL.
UPPER ROOF
180
400
1050
R.C. COL. TO ENGRS. DETL. (TYP.) BEYOND
63
SLIDING DOOR HEAD DETAIL
R.C STAIR BASE DETAIL
200
ETAIL
FALL
150
PORCELAIN TILE FINISH. SEE EXISTING COMPACTED SOIL FINISHES PLANS SUB BASE FOR DETL.
R.C. BOX DRAIN TO ENGRS. DETL.
25
250
10 25
SSL
PT-4
1610
150
ENGRS. DETL.
0
7
GWB CEILING ON MTL. FRAMING
M.O.
2600
R.C. 'JULIET' BALCONY TO LOWER LVL SSL R.C. WALL TO ENGRS. DETL.
EXTERIOR R.C. WALL TO ENGRS. DETL.
SAND BASE ALUM. THRESHOLD SUPPLIED BY DOOR MANUFACTURER COMPACTED GRAVEL BASE
R.C. BEAM & SLAB TO ENGRS DETL.
10
MTL. GRATING
300
INTERIOR
106300
R.C. CURB TO ENGRS. DETL.
R.C. CURB TO ENGRS. DETL.
GRASSCRETE PAVERS INSTALLED SLIDING GLASS TO SPECIALIST DESIGN DOOR. SEE DOOR SCHED. FOR DETL.
SEALANT ON BOTH SIDES OF BLOCK EXTERIOR
INTERIOR
150
144
3550
25 X 75MM BLOCK
SLIDING GLASS DOOR. SEE DOOR SCHED. FOR DETL.
M.O.
BEAM TO ENGRS. DETL. ENGRS. DETL.
1
100 MM THK. R.C. EDGE BAND
INTERIOR
300
6MM LAM. GLAZING IN BLACK ANOD. ALUM. FRAME T.O. UPPER ROOF CURB
SHIM INSERTED AS NECESSARY LOWER LVL SSL
R.C. WALL & CURB WDW. HEAD DETAIL, TYP. DETAIL SCALE:14 1 : 10 SCALE: 1 : 25
12 m²
25
100000
200
1600
R.C. BOX
R.C. SLAB U/S SOFFIT DRAIN TO &
2 150
(2) PLY MASTIC ASPHALT ON SLOPED R.C. SLAB & SCREED ON (MIN. 1:80) ISOCRETE BEAM TO R.C. SLAB TO ENGRS. DETL.
INTERIOR
R O O F T ER RA C E
2600
MTL. TILEGRATING FINISH
2a EXTERIOR
3550
PTD. GALV. HANDRAIL. SEE A-408 FOR DETL.
100MM HIGH R.C. CURB
10
EXTERIOR
200 400
U/S BALCONY SOFFIT PORCELAIN
PTD. GALV. STEEL HANDRAIL. SEE A-407 FOR DETL. 300PT-3 190
R.C. STAIR TO ENGRS. R.C. CURBDETL. TO ENGRS. DETL.
255
046
25 900
SEE A-408 THINSET FOR DETL.
15
+-188
FULL HEIGHT LAM. GLASS PT-5 WDW. IN BLACK ANOD. ALUM. FRAME (TYP) 900
PTD. GALV.
100200
50
COMPACTED GRAVEL BASE
8
3 1200
ENGRS. DETL.
PT-4
A-304 HANDRAIL. STAIR TILE ON
255
25
R.C. WALL TO ENGRS. DETL.
EXISTING COMPACTED SOIL SUB BASE
4
PORCELAIN 2175 TILE FINISH
2575
103200
1
R.C. STAIR TO ENGRS. DETL.
2375
BALCONY CEILING
25
1625
400
PTD. GALV. STEEL HANDRAIL. SEE A-406 FOR DETL. PT-3
GRID 3
280
50
6MM LAM. GLAZING IN BLACK ANOD. ALUM. FRAME
5
100
250
SAND BASE
R.C. CURB & R.C. STAIR HEAD DETAIL GRASSPAVER DETAIL 6 SCALE: 1 :12 10 SCALE: 1 : 10 104650
XTERIOR
FALL
NON-SLIP PORC. TILE ON STRUCT REINF. SCREED W/ (2) PLY MASTIC ASPHALT ON SLOPED (MIN. 1:80) ISOCRETE SCREED ON R.C. SLAB TO ENGRS. DETL.
6
2275
T.O. ROOF UPSTAND
R.C. CURB TO ENGRS. DETL. 2175
2575
10
XTERIOR
HEAD
7
SEALANT ON
1625 BOTH SIDES
GRND FLR SSL
25
25
GRASSCRETE PAVERS INSTALLED TO SPECIALIST DESIGN
100
R.C. STAIR TO ENGRS. DETL. 100
280
7a
100 MM THK. R.C. EDGE BAND
STAIR TILE ON 144 THINSET
280
1100
150
R.C. BEAM TO ENGRS. DETL.
STAIR TILE ON THINSET
PTD. GALV. HANDRAIL. SEE A-408 FOR DETL.
100MM HIGH R.C. CURB
PTD. GALV. HANDRAIL. SEE A-408 FOR DETL.
150
100
R.C. SLAB & BEAM TO ENGRS. DETL.
1610
150
PORCELAIN TILE FINISH
REV #
ISSUE:
FOR CONSTRUCTION
LOWER LEVEL 94600 PERIMETER WALL TO ENGRS. DETL. (TYP.)
In section & in detail: As I worked on this project, I progressively got a better understanding that for the successful construction of a building, an architect must consider, research and develop the intimate details of the design and understand how these details are built. SECTION A-A
1
SCALE: 1 : 50
4
ST. JOHN’S PUBLIC LIBRARY- UNDERGRAD 3RD YEAR FINAL PROJECT LOCATION: ST. JOHN’S, ANTIGUA & BARBUDA
ESSENTIAL SKILLS Conceptual Design Design Development
SIZE: 1,233 SQM.
This project involved the design of a library for St. John’s, Antigua’s capital city. After a detailed analysis of the city, the class resolved that the city lacked a library that was suitable for the provision of literary services for the local population.
Visualization
PROJECT TYPE
DESIGN INTENT: • “To encourage and nurture a quest for knowledge.” by creating internal ‘views’ that pique the interest of passersby and attract them to the library spaces. CHALLENGES: • A long, narrow site, sandwiched between nearby buildings • No attractive views from the site • All timber constuction inspired by the city’s traditional architecture OUTCOME: • A thoroughfare cuts across the site linking 2 highly used city streets. • Seating, shade and retail amenities invite persons into the site • The library is made entirely of timberfor the structure, exterior cladding and interior finishes 5
Institutional
SOFTWARE
6
CHILDREN’S LIBRARY
TEEN’S LIBRARY
LOBBY
STORE
LOBBY AUDITORIUM RESEARCH LIBRARY
INTERNET CAFE
BOOK STORAGE
ADMIN. OFFICES
MULTIPURPOSE ROOMS
ADULT’S LIBRARY
CAFE
GROUND FLOOR
FIRST FLOOR
PUBLIC
ADMINISTRATION / STORAGE
SECOND FLOOR
COMMERCIAL
Distinct spaces: Careful attention was paid to the arrangement of spaces to allow freedom of movement for public users while maintaining the necessary separation of spaces needed for a library to function. 7
Making a view: The sandwiched nature of the site means there are no views to be enjoyed by users of the library. An internal street and dynamic building elements seek to create views for spaces that have all been arranged to look inward. 50x100mm timber cladding
timber shed truss
50mm glass sheet
50x100mm timber frame
150x100mm gutter
main entrance
steel angled cleat 250x250mm glued laminated timber beam
children’s library
100mm structural glass glazing
250x250mm glued laminated timber post
teen library
Kimberlyn Bacchus 0903572
to underground water storage
first floor plan
Building details: Research was done into timber trusses, built-up timber beams and metal connection plates for the timber structure. Also, the gutter and 1:20 wall detail rainwater downpipes, which are necessary elements, are made into a design feature to make the facade more dynamic. 8
EXTENSION OF THE MALONEY RC CHURCH OF THE INCARNATION LOCATION: MALONEY, TRINIDAD & TOBAGO SIZE: 62.4 SQM.
ESSENTIAL SKILLS Conceptual Design Design Development
FIRM: APM LTD.
ROLE: DESIGN LEAD
This project is an extension of the church’s nave to accomodate the increasing numbers of mass attendees, and to improve accessibility for all church members. DESIGN INTENT: • Maintain the original design language • Use simple elements that can be easily and economically built. CHALLENGES:
• The extension is aligned to the main
axis of the existing nave • Large, operable, pivoting metal ‘stained glass’ windows • Deep roof overhangs provide shade and protection from rain • Roof shape an inverse of the existing roof.
9
PROJECT TYPE
• Original church building has a very
artistic and experimental design with curvilinear walls OUTCOME:
Visualization
Institutional
SOFTWARE
10
FLOOR
EXISTING CHURCH NAVE RESTROOMS
LOCATION OF NEW BAPTISMAL FONT SACRISTRY PRIEST’S QUARTERS & ADMINISTRATION OFFICES
EXTENSION WITH NEW ENTRANCES AND ACCESSIBILITY RAMP
MAIN AXIS FROM ENTRANCE GATE TO ALTAR
Seamless extension: The extension (with gray floors) aligns with the axis that already exists within the nave, so it doesn’t seem out of place even though it’s connectiing to a space with an irregular shape. The site slopes so a platform was needed to maintain views of the altar when seated in the extended nave. 11
Facade face-lift: The design gives the opportunity for the church to have decorative elements that display religious iconography, reminescent of the stained glass windows of more traditionally designed chirches. These decorative panels/ windows are powder coated, perforated aluminum sheets. 12
ROOM TO GROW- MASTER’S THESIS PROJECT LOCATION: ARIAKE, TOKYO, JAPAN
ESSENTIAL SKILLS Conceptual Design Design Development
SIZE: VARIABLE
This project is the design component of my master’s degree thesis. My thesis explored whether the architectural approaches created by one culture can influence the architectural views and/or interactions of people from a different culture. DESIGN INTENT: • Developing an architecture that welcomes and encourages change from the micro to the macro scale, both spatially and temporally. CHALLENGES:
• How to design a space that users
OUTCOME:
• The resulting design was produced as
can easily alter to suit their own tastes and needs without trapping them in a modular ‘box’?
a process rather than a fixed form, as this would allow maximum flexibility. • All building parts are components that can be leased as and when needed. • Provides a framework that acts as a growth plan for the community.
13
Visualization
PROJECT TYPE Residential
SOFTWARE
14
THE COMPONENTS
A Kit of Parts: Several categories of components were developed to allow users to build highly personalised spaces of their own. They are sorted by life span and scale to aid users in making selections. 15
STEM
NITY
THE OUTCOME CONDITIONAL RESPONSES
FRAME UNIT ASSEMBLY
EXAMPLE OF FRAME UNITS GROWING ACROSS THE SITE
Conditional Response: Frame units are built to provide vertical circulation and create ‘plots’ for the individual housing for users. These units can also grow across a site, responding to different conditions to give a variety of neighbourhood types. 16
TUMPUNA ROAD GAS STATION, PLAZA & PHARMACY LOCATION: ARIMA, TRINIDAD & TOBAGO SIZE: 2,736 SQM.
ESSENTIAL SKILLS Conceptual Design Design Development
FIRM: APM LTD.
ROLE: CONCEPTUAL DESIGN COMPLETION
This project involves the design of a master plan and buildings for a gas station and retail spaces. One master plan was developed in 2D by the principal architect, while I designed the second site, all retail buildings and prepared architectural visualizations.
Visualization
PROJECT TYPE
DESIGN INTENT: • A modern aesthetic; a similar design language amongst the retail buildings. CHALLENGES: • Oddly shaped site • Trailer trucks will use the gas station • Sufficient parking must be provided OUTCOME: • Gas station has 8 pumps (1 for trucks) • Buildings are along site edges with the interior for parking and movement • Second site- driveways run along site edges for drive-through pharmacy access • Cladding expresses common design language
17
Commercial
SOFTWARE
18
TO CHURCHILL ROOSEVELT HIGHWAY
& AIR PUMPS VACUUMS
A ELER DEC
STRIP MALL PARKING 41 CARS
STRIP MALL . 17,560 SQFT . PER 8,780 SQFT FLR
TION
PUMPS -12 CARS GAS/DIESEL CNG - 2 CARS
E
LAN
PUMPS ERS UCKS/TRAIL
DIESEL - 2 TR
STRIP MALL ENTRY
GAS STATION CASHIER PARKING 25 CARS
SPACE 1 COMMERCIAL 5,350 SQFT. SPACE 2 COMMERCIAL 900 SQFT.
SITE 1
RKING C-STORE PA 12 CARS
ASSY) C-STORE (M . FLR . @ GR 5,000 SQFT CASHIER GAS STATION FICE & ADMIN. OF FLR GR. 350 SQFT. @ . @ 1ST FLR. 1,200 SQFT
RD/ SERVICE YA YS LOADING BA
SITE 2 & STRIP MALL GAS STATION EXIT
SPACE 3 COMMERCIAL 900 SQFT.
Master Planning: The gas station & plaza site (SITE 1 by principal architect) and the pharmacy site (SITE 2 by me) were designed to allow easy access to and from the main road, and to enable views from the nearby REVAL highway to the north to attract customers. MASTERPLAN CHATTERGOON CONCEPT 19
TUMPUNA ROAD GAS STATION & STRIP MALL (SITE NO.1)
1:400
OCT 8TH 2021
Speaking the language: The buildings included in the masterplan consist of various types of retail spaces meant to supplement the gas station and also act as attractors for the development. Aluminum cladding, timber louvres, tinted glass and painted concrete form the material palette for the development. 20
THE OFFICIAL RESIDENCE OF THE PRESIDENT OF TRINIDAD & TOBAGO LOCATION: PORT OF SPAIN, TRINIDAD & TOBAGO SIZE: 3,134 SQM.
ESSENTIAL SKILLS
Design Development
FIRM: UNICOM TRINIDAD LTD.
ROLE: ARCHITECT ON SITE; MEASURED SURVEYS; DESIGN OF PRIVATE KITCHENETTE, SERVERY, POWDER ROOMS, VICE PRESIDENT’S ENSUITE BATHROOM The President’s House was completed in 1876, but was not well maintained so the building fell into disrepair. A restoration project commenced in 2018 to repair the building, and to seamlessly introduce modern conveniences and technology.
Construction Detailing
Site Supervision
PROJECT TYPE
DESIGN INTENT: • Restore original finishes and elements • Seamlessly introduce modern amenities • Create spaces that match/complement the building’s historical context. CHALLENGES: • Thick cut limestone made even thicker with reinforced concrete shear walls • Integrate modern amenities while maintaining the historic appearance. OUTCOME: • Additional matching elements conceal structure and MEP equipment • Some floor area lost to thicker walls. • Clever details help to maintain the historic appearance of spaces. • Newly designed spaces mix traditional and contemporary elements.
21
Historic Renovation
SOFTWARE
22
Desing Boards
CONCEPT
RATION CONCEPT
se national protocols such as The Athens Charter e the isguidelines of the restoration ncept based on international protocols actions. such as The Athens Charter
EAST LIFT
POWDER ROOM POWDER STUDY/ ROOM LIBRARY STUDY/
ce Charter 1964, that are the guidelines of the restoration actions.
ectural qualities and features that the building
is to recover the architectural qualities and features that the building passage of time.
EAST LIFT
EAST VERANDAH
EAST VERANDAH
FAMILY ENTRANCE FAMILY ENTRANCE
GIFT DISPLAY AREA
GIFT DISPLAY AREA
LIBRARY
lding. stages of the building. uction
compatible with the original systems. etechniques with the original systems.
eilings in the different spaces.
MAIN STAIR BLOCK
PRIVATE DINNING
paces.
PRIVATE DINNING
MAIN STAIR BLOCK
he Ball Room area.
rate original elements with modern architectural systems.
BACK HALL
with modern architectural systems.
LIVING ROOM
AL CHARTER FOR THE CONSERVATION AND OF MONUMENTS AND SITES (THE VENICE OR THE CONSERVATION AND )
BACK HALL
WINE CELLAR
d Restoration of Monuments and Sites is a set w cautiously accepted by UNESCO in exceptional circumstances if it of conservation professionals in sustains Venice, that value, and is ttern of use or cultural practice that cultural onservation and restoration historic builddocumentation without reliance onof conjecture.
WINE CELLAR
by UNESCO in exceptional circumstances if it practice that sustains cultural value, and is reliance on conjecture. ation is a highly specialized operation. Its aim is to preserve and
SERVERY
STAFF TOILET
STAFF TOILET
m Room
Zoning Areas
ir Block
President’s Private Area Public Area
OLOMBIA
Staff Area
Consultants:
DRAWING ROOM
RAMP
SOUTH VERANDAH
SERVERY ENTRANCE
WEST LIFT
GUEST ENTRANCE
BALL ROOM
Floors Finishes
STAGE
GUEST RAMP
ARTISIT VESTIBULE
MEN´S WASHROOMS
GUEST ENTRANCE
BALL ROOM
Porcelain tile Floor Finish.
Floors Finishes Non-Slip Quarry Tile.
STAGE GREEN ROOM B
GREEN ROOM A
ARTISIT VESTIBULE
MEN´S WASHROOMS
Carpet to be Decided.
LADIES WASHROOMS
GUEST RAMP
GROUND FLOOR PLAN
Porcelain tile Floor Finish.
Tile Wood Texture & Look.
Non-Slip Quarry Tile. Plain (Monochrome) Existing Tile. Non-Slip Exterior Porcelain Tile.
Staff Area
SOUTH VERANDAH
DELIVERY PLATAFORM
BOGOTÁ - COLOMBIA
President’s Private Area
DRAWING ROOM
SERVERY SERVERY ENTRANCE
SERVERY WEST LIFT
Greenheart Treated timber 100 mm Non-Slip Exterior Porcelain Tile. wide planks with stain.
ving Room &
Public Area
TO BASEMENT
Plain (Monochrome) Existing Tile.
nning Room
estrooms
SERVERY
SERVERY RAMP STAIR
DELIVERY PLATAFORM
Greenheart Treated timber 100 mm wide planks with stain.
on Concepts
STAIR TO BASEMENT
WINE COOLER
alized operation. Its aim is to preserve and sing parts must integrate harmoniously withfor theorigwhole, but at the monument and is based on respect stinguishable the original that restoration does not falsify the must stop from at the point so where conjecture ence. work which is indispensable must be distinct ers/venice_e.pdf bear a contemporary stamp.
riginal so that restoration does not falsify the
VESTIBULE
SERVERY
SERVERY
WINE COOLER
and historic value of the monument and is based on respect for origuthentic documents. It must stop at the point where conjecture se moreover any extra work which is indispensable must be distinct l composition and must bear a contemporary stamp.
Boards te harmoniously with theZoning whole, but at Areas the
VESTIBULE
SERVERY
KITCHENETTE
or the Conservation and Restoration of Monuments and Sites is a set up in 1964 by a group of conservation professionals in Venice, that onal framework for the conservation and restoration of historic build-
PUBLIC DINNING ROOM
PANTRY
KITCHENETTE LIVING ROOM
TS AND SITES (THE VENICE
PUBLIC DINNING ROOM
PANTRY
Project:
RESTORATION-DESIGN-BUILD OF THE PRESIDENT'S HOUSE AND ANCILLARY WORKS
Notes:
GREEN ROOM A
-This is a electronic color pallette. -Colors and textures may vary. -See samples for color and texture accuracy. -
LADIES GREEN WASHROOMS ROOM B Project Board Number Managers:
1
Carpet to be Decided.
Client:
GROUND FLOOR PLAN
Tile Wood Texture & Look.
Restoring history: The restoration firm developed a general design theme (above) based on the original finishes and flourishes that existed throughout the Notes: Board Number Project Managers: building, while giving ample room for structural retrofit and theProject: inclusion of modern amenities. Each space was then individually designed from site Client: measurements. 23
RESTORATION-DESIGN-BUILD OF THE PRESIDENT'S HOUSE AND ANCILLARY WORKS
-This is a electronic color pallette. -Colors and textures may vary. -See samples for color and texture accuracy. -
1
GENERAL NOTES: 1. FIGURED DIMENSIONS TO BE TAKEN ONLY; DO NOT SCALE 1. ALL DIMENSIONS ON SITE TO BE CROSSCHECKED BY STEEL FABRICATOR PRIOR TO MANUFACTURE
19
20
KEY PLAN:
PUBLIC DINING ROOM
(03)04
D
(03)04
D
C
C
(03)03
(03)03
REVISIONS: DATE
1
Counter depth Refrigerator
2
Over the Range Microwave
3
Electric Range
4
Under-Counter Beverage Center
5
Built-In Dishwasher
CLIENT:
D 6
Under-Counter Refrigerator Drawers
7
Warming Drawer
D
D
OFFICE OF THE PRIME MINISTER 13-15 ST. CLAIR AVENUE, ST. CLAIR Republic of Trinidad and Tobago
1135mm
Fixtures Legend Apron Front Sink
B
Under mount Sink Lazy Susan Wall mounted cabinets
CONTRACTOR:
LED STRIP LIGHT
LED STRIP LIGHT
D
PROJECT MANAGER:
3841mm
2 A
DESCRIPTION
1018mm
Appliances Legend
C
REV. #
775mm RESTORATION ARCHITECT:
3
..\..\H1-SHEETS & PENS\Logos\Logo vectorizado.jpg
STRUCTURAL ENGINEER: CONSULTING ENGINEERS PARTNERSHIP LTD.
C.E.P. 4
LIMITED
SERVICES ENGINEER:
914mm
Engineering Consultants 112A Edward Street, Port-Of-Spain, Trinidad. W.I PHONE: (868) 625-7254, 625-8326, 625-4294 FAX: (868) 625-2788 EMAIL: info@enco.co.tt
PROJECT:
PRESIDENTS HOUSE RESTORATION WORKS
GENERAL NOTES: 1. FIGURED DIMENSIONS TO BE TAKEN ONLY; DO NOT SCALE 1. ALL DIMENSIONS ON SITE TO BE CROSSCHECKED BY STEEL FABRICATOR PRIOR TO MANUFACTURE
Circular Road St Ann's Trinidad W.I.
310mm
343mm
1107mm
1500mm
343mm
2142mm
300mm
TRUE NORTH:
CONSTRUCTION NORTH:
STAGE:
N
N
6045mm
KEY PLAN:
CONSTRUCTION TOWER
(03)04
D
(03)04
DRAWING TITLE:
D
GROUND FLOOR KITCHENETTE ELEVATION 1 SCALE:
JOB REF. NO:
NOTES: -THE INFORMATION CONTAINED IN THESE PLANS MUST BE RECTIFIED ON SITE. -THE DRAWINGS ARE A GRAPHIC REPRESENTATION OF THE CONSTRUCTION PROCESS. -THE DISTANCES AND MEASUREMENTS CAN VARY.
C
C
(03)03
(03)03
NTS
DATE OF ISSUE:
03-JUL-2019
DRWN BY: CHK'D BY:
KB
FILE LOCATION:
DWG. NO.
REV. NO.
0
REVISIONS: DATE
REV. #
DESCRIPTION
1100mm 1100mm
1100mm
2682mm
542mm
CLIENT:
1530mm 1582mm OFFICE OF THE PRIME MINISTER 13-15 ST. CLAIR AVENUE, ST. CLAIR Republic of Trinidad and Tobago
4854mm
PROJECT MANAGER:
4854mm
2408mm
CONTRACTOR:
353mm
Loure® Vertical Toilet Tissue Holder K-11583
Purist® Widespread bathroom faucet K-11408-3
904mm
Burlington® P-Trap Toilet Bowl P12/C3/S45/C29
2172mm
1353mm
Purist® Widespread bathroom faucet K-11408-3
26mm 180mm
Reve® Above counter bathroom sink K-4819
Reve® Above counter bathroom sink K-4819
RESTORATION ARCHITECT: ..\..\H1-SHEETS & PENS\Logos\Logo vectorizado.jpg
105mm
Pop-up clicker drain K-7124-A
388mm
Burlington® P-Trap Toilet Bowl P12/C3/S45/C29
810mm
804mm
ARCHITECT:
299mm
STRUCTURAL ENGINEER: CONSULTING ENGINEERS PARTNERSHIP LTD.
C.E.P.
LIMITED
SERVICES ENGINEER:
Engineering Consultants
184mm 760mm
871mm
601mm
1864mm
738mm
1631mm
112A Edward Street, Port-Of-Spain, Trinidad. W.I PHONE: (868) 625-7254, 625-8326, 625-4294 FAX: (868) 625-2788 EMAIL: info@enco.co.tt
192mm
1522mm
538mm
505mm 2120mm
1153mm
672mm
212mm PROJECT:
PRESIDENTS HOUSE RESTORATION WORKS
2124mm
Circular Road St Ann's Trinidad W.I.
3755mm
TRUE NORTH:
CONSTRUCTION NORTH:
N
N
STAGE:
CONSTRUCTION
Design drawing to design reality: Despite some minor changes due to cost, the finished spaces are faithful to the design drawings and give the President’s private area a sophisticated mix of traditional and modern, following the design intent. DRAWING TITLE:
POWDER ROOM G025b DETAILED SECTIONS 1-1 & A-A
JOB REF. NO:
SECTION 1-1
SECTION A-A
DATE OF ISSUE:
18-JUL-2019
FILE LOCATION:
SCALE:
N.T.S.
DRWN BY: CHK'D BY:
KB
DWG. NO.
REV. NO.
0
24
RIVERSHORE APARTMENTS
ESSENTIAL SKILLS
LOCATION: DIEGO MARTIN, TRINIDAD & TOBAGO SIZE: 1,688 SQM.
FIRM: APM LTD.
ROLE: REVIT MODELING, MEP REVIEW & CLASH DETECTION, CONSTRUCTION DRAWINGS
This project involves the design of a luxury apartment building. A revit model was built for coordination of MEP services with the architectural design. DESIGN INTENT: • A modern, luxury apartment building with smart technology and high end finishes. CHALLENGES:
• Ensuring that MEP services do not clash with the structure and each other.
OUTCOME: • Reviews of MEP drawings and 3D models to ensure alignment with design • Clash detection • Preparation of design coordination report with suggestions for corrections
25
Design Development Construction Drawings Construction Detailing
Visualization
PROJECT TYPE Residential
SOFTWARE
26
THIRD FLOOR
HVAC CLASHES
A Clashes with structural member Major Structural Member
B
C
C1
8100
D
E
8000
3000
F
8100
5000
7160
940
2500 SETBACK
600
1
LAUNDRY
307A
9000
BATHRM. BA AT A T #2 310A 3
PRIMARY BATHRM.
BALCONY
311A
309A
6000 SETB 6000ACK SETBACK
306A
BEDROOM #3
BEDROOM #2
STORAGE
PRIMARY BEDROOM
BATHRM. #3
PRIMARY P B BATHRM.
312A
308B
PRIMARY BEDROOM
308A
307B
O PENTHOUSE 1
W.I.C.
2
3900
310B
302A
304A 4A
303A
BATHRM. #2
KITCHEN
DINING IN ING NG
LIVING
BEDROOM #2
7450
309B
3550
BALCONY
PWDR. RM.
LAUNDRY
STORAGE
301A
306B
305A
STORAGE AG AG
4
LOBBY
STAIR
4755
GARBAGE G
2
PS1
BALCONY
4500 SETB ACK
Here are more clashes between the HVAC ducts and the Structural Members, and also between the exhaust vents and structural members.
BEDROOM B BED BE ED DROOM D M #3
STAIR
300
1
311B
STORAGE
3
BATHRM. #3 312B
5
PWDR. RM. 301B
5000
PENTHOUSE TH T H 2
KITCHEN 302B
DINING 304B
6
BALCONY LIVING
6 SE 000 TB AC K
5000
303B
7
BALCONY
This section shows insufficient space between structural beams and the ceiling (165mm) so HVAC ducts cannot run below the beams as currently designed.
Find the issues early: Linking the revit models of the different disciplines gave a clear view of the clashes, and space available and/or needed in the ceiling to accomodate the various pipes and ducts. 27
THIRD FLOOR
PLUMBING PROPOSED SOLUTION A
B
C
8100
C1
D
E
8000 3000
F
8100 5000
7160
To reduce the number of clashes with structural members and to reduce the horizontal run of pipes in the ceilings sof Units, we propose the introduction of more waste water risers and chases to serve the toilets in the apartments.
940
2500 SETBACK
600
1
The layout of some of the bathrooms have also been updated to aid in minimising the horizontal runs.
LAUNDRY Y PRIMARY
BEDROOM BEDRO #2 2 309A 9
BEDROOM M #3
BALCONY
311A
9000
STORAGE STORAG GE G E
WASTE WATER RISERS CHASES
6000 ACK E6T0B SETB 00A SETBACK
P-TRAP TOILET TO REMOVE
2
3900
310B B
302A
304A A
WASTE WATER LINES
#2
KITCHEN K N
DINING NG
BEDROOM O #2
CHASE FOR WASTE VENT
3
7450 7
309B
BALCONY
LAUNDRY AU A U
STORAGE S TO
3550
30 30 305A
4
STAIR R
LOBBY B
STAIR T R
300 0
2
BEDROOM ED D #3 3 311B
Chase for Unit 1C & 2C Primary Bathroom Waste Vent
4500 SETBACK
Chase for Unit1C & 2C Bathroom #2 Waste Vent
4755
1
BALCONY CO
5000
5
D DINING 304B
6
BALCONY LIVIN NG N
SE 6000 TB AC K
5000
303B B
7
BALCO ONY O
Streamline corrections: Reviewing the clashes in 3D makes it easy to provide suggestions for corrections that can help expedite the process for updating the MEP services after the review. 28
THANK YOU FOR READING!!
KIMBERLYN BACCHUS 1-868-772-3593 kimberlynbacchus@gmail.com www.linkedin.com/in/kimberlyn-bacchus