Robert L. Thompson Professional+Academic Portfolio
Resume
Personal Data
Name: Robert L. Thompson Address: Danziger strasse 157 D-10407 Berlin Germany mobile: +49 163 768 5226. Email : thompsonrl@gmail.com Web: thompson-rl.blogspot.com
Educational History 10.07-6.09
08.01-06-04
MASTERS OF ARCHITECTURE Anhalt University of Applied Sciences Germany BACHELOR OF ARTS IN ARCHITECTURE STUDIES(Hons) University Of Technology Jamaica
Professional Experience 09.12 - Present
ANOTHER ARCHITECT STUDIO Berlin
08.09 - 11.09
NEW DIALOGUE AG Switzerland
11.05-10-08
JENIFER SMITH ARCHITECTS TRINIDAD & TOBAGO
10.04-09-05
POSITION: Architectural Assistant POSITION: Architectural Intern POSITION: Architectural designer
COSMO WHYTE ARCHITECTS JAMAICA
Software Proficiencies • • • • • • • • •
POSITION: Architectural designer
Adobe Creative Suite Autodesk Maya(with fair knowledge of Mel and Python scripting) Rhinoceros 3d v4( with fair Knowledge of Rhinoscript,Grasshopper and vb.net scripting) Autodesk 3d Studio Max 9( Intermediate knowledge of Max Script) Processing Ecotec Auto Cad 2009 Archicad v10 Microsoft Office
Academic WORK
PROJECT TITLE: PROJECT STATUS: PROJECT TEAM: PROJECT SIZE:
LAS DAVOS DESIGNED KEVIN BARDEN,ROBERT THOMPSON 4000M2
PROJECT SUMMARY: THE PROJECT IS LOCATED IN DAVOS A DORF(VILLAGE) IN THE SWISS ALPS FAMOUS FOR ITS AMAZING SKIING SLOPES. THE PROJECT AIM WAS TO PROPOSE A INTERVENTION THAT WOULD HELP THE CITY OF DAVOS REORGANIZE ITS FOCUS FROM A PURLEY WINTER LOCATION TO AN ALL YEAR ROUND LOCATION FOR VISITORS. THE MAIN IDEA BEHIND THIS PROJECT IS ‘REDLIGHT DISTRICTS’, ‘SEX TOURISM’ THE REDLIGHT DISTRICT IS OBSERVED AS AN URBAN SPACE AND THIS PROJECT INVESTIGATES WHAT IT WOULD BE LIKE TO COMPRESS THIS URBAN ENTITY WITHIN A SINGLE STRUCTURE.
possible acces point/center point
gather green/play
gather
N
Design Models
open airgreen space for play
exising edge condition
possible building mass orientation(single block)
dual interconectivity_ i.e sublevel circulation between east zone+west zone
existing east/west connection
access
access
c
c
d
c
access
d
c
basment plan 1:200
d a
b
a
d
a
b
access
access
elev1
access
c
c d
a
b
d
elevation
d
c
d
d
d
c 1:200 second floor plan
c
d
d
b
a
c
c
DN
c
b
a
basment plan 1:200
a
b
b
a
elevation
a
b
a
basment plan 1:200
elev1
access
c
c
c
d
d
elev2
access
access
a
b
elev1
c d
a
b
d
c
DN
c
third floor plan 1:200
basment plan 1:200 d
exotic dance lounge
retail spaces
b
a
second floor plan 1:200
b
elevation
multi level bar+lounge
a
elevation
gaming lounge
b
a
d
c
c
d
d
multi level bar+lounge
exotic dance lounge
retail spaces
a
b
elevation
gaming lounge
elev2
b
a
elev1
c
to train station
d
c
bus zone d
to train station
bus zone
elevation
b
a
third floor plan 1:200
parking
parking
+16.00_RoofLevel
+12..00_ThirdFloorLevel
multi level bar and lounge
wc’s
exotic dance lounge
+8.00_SecondLevel
+16.00_RoofLevel
gaming lounge
balcony
+4.00_FirstFloorLevel
retail space
+12..00_ThirdFloorLevel
+8.00_SecondLevel
gaming lounge
wc’s
exotic dance lounge
-4.00_ParkingLevel
balcony
+4.00_FirstFloorLevel
retail space
retail space
walkway
0.00_GroundFloorLevel
parking -4.00_ParkingLevel
retail space
walkway
0.00_GroundFloorLevel
multi level bar and lounge
parking
undressing room
Institution: Chur Institute of Architecture| Tutor: Vital Streiff| Team: Robert Thompson, Kevin Barden
ALGORITHMIC SURFACE MODULATION DESIGNED PROJECT TEAM: IRINA BOGDAN, ROBERT THOMPSON PROJECT SIZE: -- PROJECT SUMMARY: The objective of this project was to design an Olympic stadium for the 2012 London Olympics. Field behaviors were explored as a design/form generator. We tried to redefine the idea of an Olympic stadium being an ephemeral entity and tried to make it an everyday place of being. PROJECT TITLE:
PROJECT STATUS:
TORTILINI STADIUM
THE
deformation
points
paths
Institution: Dessau Institute of Architecture| Tutor: Christos Passas| Team: Irina Bogdan, Robert Thompson
Professional WORK
HEALTH ECONOMICS UNIT BUILT DESIGN TEAM: JENIFER SMITH, ROBERT THOMPSON PROJECT SIZE: 2500 M2 PROJECT SUMMARY: This new building functions primarily as the administrative and training centre for the recently established Health Economic Unit of the University of the West Indies. It includes a conference centre/multipurpose hall, which seats approximately 250 people and smaller meeting rooms as well as training facilities and research spaces. PROJECT TITLE:
PROJECT STATUS:
The building is arranged in an L shape with separate entrances to the conference facility and to the communal lobby for the offices that are arranged on three floors. The building is constructed in reinforced concrete with lightweight steel roof structures. The design incorporates overhangs and external shading devices to lower the heat loading from the exterior and to improve the efficiency of the internal air conditioning systems. PROJECT ROLE: DESIGN TEAM COORDINATION, DESIGN AND WORKING DRAWINGS PREPARATION
HEU_
Wire Fence
1
2
3
4,800
4 Currogated alu-zinc roof sheeting
4,800
5
4,800
6
4,800
4,800
7
4,800
see detail sheet no# d/01/05
25mm thk ply-wood sheeting
+12.4m Roof Apex
203mm deep Z purlins@1200 o/c see engineers details
10deg slope
10deg slope
850
X
X
X
100mm dia pvc pipe below grade
21.18
X
Drain
X
6
21.3 R1,200
21.09
21.24 20.95
150 21.45 450
21.53
21.14 20.88 20.95
WARNER STREET
Figure ground, Sections,Elevations
150
4,309
2,800
2,907
150
635
800
3,700
1,765
2,750
10,406
1,850 85 150 250
856 2,706
3,700
550
125
X X X
2,224
1
R500
R500
21.43 17,300
X
X
Drain
21.63
X
29
3
2
21.59
21.67
150
Wire Fence X
X
21.75
2,800
900
21.98
23,736
3,700
900
3,700
1,485 1,180
2,444
setting out for junction J7 of grid
22.07
22.02
21.5 X 7 5 21.27 21.6
21.15 Exposed
Pipeline
2,224
800
300
250
800
2,800
1,916
445
2,951
1,035
3,700
675 150 2,875
2,850
2,750
2,355
1,044
150 885
350250
891 2,159
2,450
150 250
425 250
516
Admin offices
900
Research office
+3.7m Top of Slab
637 150
1,765
2,850
900
150
150
Lobby
Ceiling Void
1,391
Ceiling Void
Meeting Room
Concrete block work wall rendered and painted
44
10,307
Research office
Ceiling Void
Research office
Ceiling Void
Research office
Sick bay
2,913
rendered painted blockwork wall
3,700
600x600mm ceiling tiles
2,159
2,875
2,875 150
150mm high painted mdf skirting
Wall mounted wash basin Reinf. concrete apron to eng. details ±0.0m Top of Slab
125
125
5,575
21.75
21.27
21.19
21.07
rendered painted blockwork wall
Ceiling Void
150mm high painted mdf skirting
21.89
4
X
Ceiling Void
Part of telescopic seating system
7
722.0
21.83 21.51
+7.4m Top of Slab
Ceiling Void
UWI Offices 600x600mm ceiling tiles
200
Ceiling Void
2,159
21,000 6
5
nd 21.73 Undergrou Pipeline 21.62
21.75
solar shading device see detail
Ceiling Void
-0.60m Grade
4
concrete catch pit(see eng. details)
Ceiling Void
see detail sheet no# d/01/05
14,050
22.10
Line of setback from boundary
5,500
150mm high painted mdf skirting
1,044
I
Auditorium
450
21.64
R1,200
22.04
J
28 6,300
21.97
TD
425
X
TD
21.69
Concrete block work wall rendered and painted
rendered painted blockwork wall
3,550
31
+10.2m Beam Base
UWI Offices
Gypsum Bulk head.
Ceiling Void
8,277
ne
6,732
eli
2,784
Pip
400
d
see detail sheet no# d/01/05
Ceiling Void
Ceiling Void
21.68 21.29 21.19
21.16
X 21.82
A
Nail fd.
B
C
4,800
4,800
D
E
4,800
6,400
F
7,000
G
6,400
H
6,400
I
6,400
J
2,650
21.70
Drain
21.29
21.32
21.89
nd
Undergrou
49,650
21.88
X 21.67
Section B-B Sc. 1:75
21.38
+12.4m Roof Apex
22.02
+10.2m Beam Base
+8.9m Top of parapet
115.00° 400
21.66
750
21.48
1,765
305 305 1,680 900
2,360
1,680 900
3,700
see detail sheet no#d/01/05
6,484
un
21.7 line delineates site area available to the contractor
X 21.38 21.04 20.98
2,360
1,765 2,665 900
5,666
1,765
2,665
900
External Block work wall rendered and painted
10deg slope
Ceiling Void
3,300
ro
30
21.25
21.06
1,765
305 2,360
X X 39' 67.03
06° X X
10deg slope
203mm deep Z purlins see engineers details
100mm rock wool roll insulation
150mm dia pvc down pipes painted RAL 9005
X
erg
700 150
Ceiling Void
see detail sheet no# d/01/05
25mm thk ply-wood sheeting
22.12 21.82
21.88
21.59 21.87
+7.4m Top of Floor Slab
+3.7m Top of Floor Slab
+3.7m Top of Floor Slab
21.77
WILSON STR EET
Figure Ground Plan sc. 1:150
Un d 21.65
Bestcrete Grass Pavers
100mm dia pvc pipe below grade
21.54
21.05
32
+12.4m Roof Apex
Currogated alu-zinc roof sheeting TD
Valve
21.33
Currogated alu-zinc Roof Sheeting
2,650
850
100 mm thk. block work upstand wall
H
21.37
21.32
J
25mm ply-board sheeting 6,400
2,224
20.77
20.86 20.70
I
6,400
2,800
20.94
H
6,400
±0.0m Top of Floor Slab
3,700
20.69
G
7,000
3,700
21.31
21.15
F 49,650
6,400
989
X
23
27
Soakaway Cover (4'x4')
21.36
E
4,800
Asphalt with gravel topping
1,159
X
33
5,500
21.36
Wire Fence
D
4,800
600
Drain
C
4,800
2,165
X
B
22.16
1,415
21.11 21.17
A
22.16
5,656
21.11
A=Ir.fd. in conc.
22.13
3,700
X 20.68
22
26
72,470
21.59
34
25
21.43 21.32
concrete catch pit(see eng. details)
±0.0m Top of Floor Slab
G
22.20
21.85
X
Drain
1,212
21.39
existing slipper drain
21.48
+3.7m Top of Floor Slab
-0.60m Grade
Wire Fence
3,660
21.59
21
24
guard booth existing
Septic Tank
21.27
21.09
21.59
R600
450
35
21.80
+7.4m Top of Floor Slab
356mmx171mm steel rafters
R600
21.46
450
4
450
21.01
1 4,800
South Elevation Sc. 1:75
HD
5
20
±0.0m Top of Floor Slab
356x171 steel rafters see engineers details
21.40
21.31
21.17
20.73
21.53 21.71
Paved Area
R600
1/2" pvc water line
21.23
21.06
Drain
5,500
X
21.11
21.04
21.53
21.35
3
21.45 21.44
R632
21.63
4" pvc waste line
2
21.58
21.49
R600
21.15
21.43
1
2 4,800
X
ne
eli
6,300
Wire Fence
X
existing slipper drain to be diverted around new car park (see eng. details)
12
21.50
17400
21.28
21.20
line of set back from boundary
11
R600
21.28
21.09
20.91
100 21.77 2,400
2,400
10
36
Valve
21.67
Drain
+3.7m Top of Floor Slab
X
Pip
X
20.92
2,400
21.61
Proposed Building
37
21.70
1,292
Bestcrete Grass Pavers
21.17 Drain 21.08
21.26
F
entrance stairs2
R1,225
R1,225
21.69
90.00°
100
21.34 21.34
21.28
21.33
21.13
21.09
9
n
21.28
21.28
2,400
Foundatio
22.26
nd
ou
gr
er
car park set out parallel to exisitng building
100
8 21.52
21.33
2000
450
2,400
3 4,800
600
22.55
21.99
21.88 21.84
21.68
Drain
21.27
21.01
100
7
5,500
21.27
6
21.07
21.14 21.28 21.11
21.34
2,400
100 21.38
3 21.5100
22.70
22.04
line delineates site area available to teh contractor
21.81
21.59 21.68
1000
X
2400
22.29 22.10
21.71
21.58
21.67
Drain
21.57
21.4190.00°
21.32
21.36
21.19
21.57
1,552
X
d PV C
21.74
Walkway
21.66
21.56
21.79
22.70
22.24
21.96
21.48
Existing Building
21.58
Drain roun
21.14
4 4,800
+8.9m Roof Apex
22.41
6 22.20 22.3 22.67 22.67
22.09
22.10
21.46
X 21.12 21.15 Un derg
5 4,800
E
22.20
X
21.81
21.82
d Un
03° 49' 65.90 X
21.62 21.30
21.39
6
+10.2m Beam Base
22.31 22.49
19
21.98
Paved Area
21.82
21.63 21.81
22.70m
11,350
Drain
Walkway
18
22.23
X
21.71 21.81
22.07
17
22.26
63,463
21.82 21.83
21.66
16
22.11 21.97 22.04
Drain
21.99
22.10
21.67 21.77
21.68
21.79 21.18
7
5,247
21.49 21.61
21.66
21.21
Section A-A scale 1:75
ramp up
21.61
Walkway
15
1
in
Drain
21.54
Drain 21.64
21.82
13 21.9 14
21.80 21.70
Dra
X
21.85 21.82
21.68
21.82
Drain
21.86 21.80
21.94
21.96
22.12
Walkway
22.06
22.03
22.01
21.84
21.86 21.82
21.41
21.52
-0.60m Grade
+12.4m Roof Apex
22.07
22.03
21.90
Walkway
Walkway
X
21.99
21.47
21.40
Reinf. concrete apron to eng. details
rendered painted blockwork wall 150mm high painted mdf skirting
28,800
ramp up
Walkway
Cesspit
21.20
wc 31
4,800
21.99 22.00
21.64
559x254 duct refer to dwg no. mkeheu-ac-01
Meeting room
D
21.86
21.88 21.83
610x356 ducts refer to dwg no. mke-heu-ac-01
Research Area
C
UP
X
21.75
21.45
21.45
wc 31
HD
22.70m
21.89
21.48
21.27
125mm thk reinf. concrete floor slab
22.55
21.72
21.47
22.42
+3.7m Top of Slab
559x254 duct refer to dwg no. mke-heu-ac-01 600x600mm ceiling tiles
±0.0m Top of Slab
22.1
Stand
21.46
22.37
ramp up
22.09
Tank
21.30
TD
22.23
22.10
HEU Training Offices
150mm high painted mdf skirting
2,159
21.82
Drain
X
21.40
Walkway
4,911
21.93
Drain
21.76
21.97
21.85
21.85
22.08
Walkway
solar shading device see detail
559x254 duct refer to dwg no. mke-heuac-01
610x356 ducts refer to dwg no. mke-heu-ac-01
Research Office
1,044
21.82
22.02
21.82
Drain
21.91
21.70
22.06
22.12
21.96
22.03
21.83 21.79
22.50
21.74 21.63
Drain
38,049
22.04
22.04
21.75
21.82
21.75
Walkway
Walkway
X 21.34
Foundatio
21.81
Cesspit 21.74
150mm thk reinf. concrete floor slab
85
B
+7.4m Top of Slab
559x254 duct refer to dwg no. mke-heu-ac-01 600x600mm ceiling tiles
rendered painted blockwork wall
Wire Fence
X
n
21.71
18,019
Aluminium Shading device (see sheet no. d/01/01-02)
100mm thk Cantilevered R/C concrete slab
22.69
DBZ
TD
+10.2m Beam Base
610x356 ducts refer to dwg no. mke-heu-ac-01
UWI Offices
Line of setback from boundary
F
TD
Recessed Fire Hose Reel
rendered painted blockwork wall 150mm high painted mdf skirting
788
22.44
TD
TD
F
600x600mm ceiling tiles
2,762
22.29
TD
100 mm thk. block work upstand wall
see detail sheet no# d/01/05
External Block work wall rendered and painted
150
A
TD
c/l
22.38
22.35
22.06
X
4,189
HD
22.25
N
1,765
X 7 22.50
900
X 6
39,439
22.25
22.11
22.55
5 22.36
1,765
21.99
22.06
22.05
22.55 22.55
22.4
X
X
4
900
22.04
22.4
X
3
22.25 22.24
22.35
electrical kiosk
22.37522.06
22.4
X
X 2
22.13
X
21.99
21.92
21.61
21.50
X
X
22.00
Drain
21.37 21.41 21.42
X
X
1
21.82
21.33 Line of setback from boundary
X
22.01
Walkway
X
21.45
21.40
X Wire Fence
X
21.94
9 21.653,101
22.60 setting out for junction A7 of grid
X
X
X
X
X
X
Line of setback from boundary 21.42
100mm rock wool roll insulation
Wire Fence
X
X
22.36
setting out for junction J7 of grid
X 21.48 21.54
22.16
3,567
X
X
96° 18' 96.73
ramp up
22.07
Wire Fence
800
356x171 steel rafters see engineers details
21.45
±0.0m Top of Floor Slab
-0.60m Grade
West Elevation Sc. 1:75
Elec Panel room SV-01-04 0.6 m2
22.35
121
150 600
22.55
900 900
22.55
1,212
900 1,538
F
F
4,800
Drain 110
1,755
2
elevation 2
4,800
3
350
100
XX
100
9,450 350 22.67 22.67
2,387
39,439
1,542
Wall Sect. 3
1,879
7,200
7,200
4
18,850
183 350
1,188
Water Tanks
4,800
4,450
100
elevator car 1100x1348
1,800
16,116
HE-D13
CF-D02
350
350
5
5,075
Meeting room-1 CF-01-01 23.8 m2
5,075
350
9,550
9,587
150mm dia pvc down pipes
CF-D01
100
HE-D22
100
200 4,450
1,757 1,757 22.70 Lobby coir matting set in painted mild steel frame. top toHE-01-01 align with tiled floor finish 22.7 m2
2,650
lights
1,500
951
100 1,260
4
2,832
875
HE-D25
600mm square tile with 4mm joints between.refer to finishes specifications
storage
Administration Area 1 HE-01-04 11.7 m2
3,675
Research Area 2 HE-01-04 31.7 m2
Research Office HE-01-13 11.1 m2
Research Office HE-01-12 11.1 m2
3,575 Research Office HE-01-11 11.1 m2
Research Office HE-01-10 11.1 m2
HE-W10
Sick Bay HE-01-09 9.3 m2
3,575
2,100
2,700
100
150
1,150
HE-D19
FB
FB
FB
FB
1,200
950
4,800
4,450
100
100
7,100
TD
1,893
TD
TD
Research Area 1 HE-01-05 23.7 m2
HE-D11
7,100
880
HE-D20
FD
HE-D24
Shower+W.c HE-01-15 4.2 m2
882
Female. W.C HE-01-15 7.5 m2
3,500
Fire Exit FE-01-01 13.4 m2
6
590
1,408
989
CF-D16
100
HE-D12
1,392 SV-W15
HD
FD
HE-D04
863
100
600
HD
FD
TD
TD
TD
TD
TD
TD
TD
1,577
250
DBZ
Disabled W.C CF-01-10 A: 4.4 m2
2,200
7
200
Janitors closet CF-01-13 1.9 m2
2,200
150
wc 31
150 350
100
22.55
ramp up
950
750
142 200
200
150
7
100
1,126
1,356
964
150
Lv Room SV-01-03 3.6 m2
Comms Room SV-01-02 7.2 m2 1,455 2,909
SV-W09
2,984 2,027
2,598
3,575
3,675
Staff Area HE-01-08 29.3 m2
2,102
HE-W09
2,100
2,700
1,411
Asst. Co-ordinator HE-01-07 11.1 m2
3,575
3,375
Meeting Room HE-01-06 22.5 m2
2,269
Directors Office HE-01-05 15.7 m2 3,575
3,025
4,900
Documentation Center HE-01-02 42.4 m2
4,450
4,900
1,032
Air handler SV-01-01 7.2 m2
1,455
750
150
2,540
Male W.C CF-01-11 A: 12.1 m2
4,800 5,164
4,200
CF-01-12 A: 19.9 m2
456
340
150
4,550
Female W.C
c/l
CF W09
CP-D11
Lobby CF-01-14 4.9 m2
CF-D12
1,560
wc 31
1,810
W.C Foyer CF-01-10 13.3 m2
364
250 100 18
250
350
100
FB 113
1,275 100 FB
FB
FB
6
21,000
150
111 365
FD
3,641
Observation room CF-01-09 9.4 m2
Circulation CF-01-11 34.8 m2
Information HE-01-03 32.5 m2
22.70
4,450
HE-W02
Administration Area 2 HE-01-16 34.0 m2
Circulation CF-01-11 107.3 m2
fire hose reel 1,292 Recessed Fire Hose Reel 4,450
9,500
1,275
FE-D03
5
Aluminium Shading device (see sheet no.d/01/01-02) 7,679 14,650 7,073
23,736
nd
HD
750
950
150
1,542 150
100
746
150 200
Auditorium CF-01-08 272.0 m2
FE-D04
150mm dia pvc down pipes
4,800 4,935
150mm dia pvc down pipes
Line of setback from boundary
3
Sect. f Meeting room-2 CF-01-02 16.7 m2
4,450
CF-W13
1,542 4,800
Wall Sect. 1
150mm dia pvc down pipes
300mm high block work curb wall
1,608
1,464
1,586
1,494
150mm dia pvc down pipes
4,450
1,879
1,608 4,800
1,879
CF-D05
1,812
matt well w/ coir matting
22.70m
Conference Lobby CF-01-04 29.6 m2
CF-D06
5,023
Kchn dtl 3
1,608
1,307
1,461
150
9,675
350
150mm dia pvc down pipes 22.55
Recessed Fire Hose Reel
CF-D06
2,075
22.70m
Food preparation area CF-01-06 23.0 m2
Equipment Storage CF-01-07 27.8 m2
Fire Exit FE-01-02 15.1 m2
100
Pump Room CF-01-07 2.5 m2
CF-D04
Reception/Dining CF-01-05 34.8 m2
planter detail n
4,650
CF-W12
4,950 bench 4,430
1,755 4,800
Sect. l
Aluminium Shading device (see sheet no.d/01/01-02)
elevation 4
Undergrou Pipeline
4,189
A
Line of setback from boundary
B 150mm dia pvc down pipes
Sect. d
C 150mm dia pvc down pipes painted RAL 9005
D 150mm dia pvc down pipes painted RAL 9005
150mm high concrete block curbwall
Sect. n E 150mm dia pvc down pipes
Sect. e
F
150mm dia pvc down pipes
elevation 3
150mm dia pvc down pipes
Sect. A
G
H
I
Aluminium Shading device (see sheet no.d/ 01/01-02)
J
150mm dia pvc down pipes
5,575
Sect. d
1
Sect.h
Ktchn Dtl 1
Sect. n
planter detail n
Sect. e
elevation 1
Sect. A
Sect. d
Ktchn Dtl 1
Sect. n
175
1,375 1,200
150mm dia pvc down pipes
planter detail n
Sect. e
150mm dia pvc down pipes
elevation 1
Sect. A
1
1
DN 150
4,800
planter detail n
4,800
4,800
2,248
Tech Office CF-02-01 13.6 m2
150mm dia pvc down pipes
1,077
2
2
2
150mm dia pvc down pipes
planter detail n
150
150mm dia pvc down pipes
900
CF-W07
960 206
1,375
Fire Exit FE-02-01 2.9 m2
FE-D06
Hallway FE-02-02 8.7 m2
150
3,325
3,593
4,800
Kchn dtl 3
±7.4m
150
Kchn dtl 3
4,450
3
elevation 2
4,450
150
2,900
826
1,675
1,676
1,526
1,320
4 29,150
150
4
1,353
31,570
100
150
150
100 100 370 750
4
31,570
29,150
390 ac diffuser
18,850
949
350
960
1,251
Training Room HEU-02-03 528.4 m2
1,826
1,764
2,082
2,650
6,526
2,651
2,650
2,650 6,526
2,650
4,800
200
4,800
800
1,125
964
FE-D07
83
1,150
350
350
50
100
200
5
350
950
5,747
4,800
14,450
4,800
3,500
150
6
150
6
200
507
100 401 100
150
150
9,450
100
350
slope 10deg
slope 10deg
5,000
4,800
1,300
2,909
LV Room SV-03-01 3.5 m2
4,800 5,000
150
slope 10deg
UW-W34
1,530
100
964 119
SV-D10
SV-W01
1,760
2,099
100
339
696
100
100
600
998
150
2,909
7
150
150
100 350
eq
3,140
2,159
1,420
2,061
SV-W10
Air Handler SV-03-03 7.2 m2
TD
TD
TD
TD
eq
Air handler SV-02-04 14.5 m2
150mm high concrete block curbwall
2,201
Disabled wc's HEU-02-05 4.4 m2
150
LV Room SV-02-03 3.5 m2
Janitors closet UW-02-04 2.0 m2
Research Office 2 HEU-02-02 528.4 m2
4,900
854
150
150 150
150
1,426 100 1,126
Research Office 3 HEU-02-02 528.4 m2
2,100 2,700
4,975
UW-W05
store HEU-02-02 528.4 m2
2,909
Comms Room SV-03-02 2.8 m2
5,050
2,100
UW-W37
4,800
600
2,205
CF-W02
Air handler SV-02-01 6.9 m2 150mm high concrete block curbwall
Comms Room SV-02-02 6.1 m2
4,725
Secretariat HEU-02-02 528.4 m2
Administrator Office HEU-02-02 528.4 m2
Photocopy centre HEU-02-02 528.4 m2
150
Circulation HEU-02-02 528.4 m2
1,591
1,524 1,149
SV-W02
Research Office 1 HEU-02-02 528.4 m2
Roof Detail D1
1,591
Visitor Male wc's HEU-02-06 5.4 m2
Visitor Female wc's HEU-02-06 12.9 m2
UW-D16
100
446
UW-D06
1,205
150 618
150
9,950
WC/24
1,425
Research Area HEU-02-02 528.4 m2
4,450
600
Reception/Waiting HEU-02-02 528.4 m2
Circulation HEU02-02 528.4 m2
±7.4m 150mm thk R/C roof
FE/01
6
WC/24
+10.6m
16,450
4,800
Female wc's UW-03-04 7.6 m2
Male wc's UW-03-03 7.6 m2
4,450
3,500
Fire Exit FE-03-01 12.9 m2
17,190
4,800
Uwi Offices UW-03-02 425.0 m2
150mm high concrete block curbwall
150
WC/24
150mm thk R/C roof
11,541
150 950
4,750
Recessed Fire Hose Reel
77
Training Room HEU-02-02 528.4 m2
Traing Room HEU 02-02 528.4 m2
HD
Male wc's HEU-02-03 7.8 m2
Female wc's HEU-02-03 7.4 m2
16,450 3,500 4,525 17,190
4,525
4,450
Fire Exit FE-02-02 13.4 m2
4,649
Recessed Fire Hose Reel
2,600
c/line of ceiling tile to align with mid point between grid lines 4 & 5 as indicated
5
elevation 2
5
FE/01
500
+13.04m
top of lift shaft
500
slope 10deg
slope 10deg
slope 10deg
2,200
DN
100
150
1,100
2,000
1,800
150mm dia pvc down pipes
2,500
200
200
UW-W28
Lobby UW-03-01 36.5 m2
3,575
150
1,699 5,050
2,100
UW-W27
4,430
4,800
2,200
1,800
150mm dia pvc down pipes
200
4,450
CF-W05
2,900
6,526
2,650
2,650
Lobby UW-02-01 32.0 m2
2,600
slope 10deg 950
7
175
7
150
100
1,395 1,220
100 370 1,320
750
1,220
1,395
150
150
850
850
950
950
370
4,800
WC/24
Sect.f
elevation 4
elevation 2
4,800 24,150
150mm dia pvc down pipes
150
150
150mm dia pvc down pipes
Wall Sect. 1
150mm dia pvc down pipes
Wall Sect. 3
150mm dia pvc down pipes
elevation 4
4,800
CF-W04
150mm dia pvc down pipes 29,150
column paint to match auditorium 4,430 wall paint, Shagreen (sw6422)
2,100 2,744
centre line of conference hall aligns with mid point between grid lines B&C
plastered painted gypsum board. paint is Dover White (sw6385).
UW-W31
mid point between grid lines b&c
150mm dia pvc down pipes
350
19,400
3
WC/24
5,751
2,692
900
5,000
1,226
FE-D05
964 213
1,699 1,399
12,907
4,800
24,000
Wall Sect. 1
Wall Sect. 3
3
WC/24
150mm thk R/C roof
14,400
±3.7m
150mm thk R/C roof
4,800
150mm dia pvc down pipes
Kchn dtl 3
12,724
4,800
150mm dia pvc down pipes
8,300
HID recessed downlight 150mm dia pvc down pipes
150
475 475
350
Training Room HEU-02-03 528.4 m2
Back Projection Room CF-02-02 15.6 m2
2,900
Translation Booths CF-02-03 5.0 m2
4,650
14,400
6,802 15,150
2,100
UW-W32
13,324
12,724
150mm dia pvc down pipes
2,655
planter detail n
2,100
UW-W34
3,689
CF-D21
964
CF-D20
1,375
671
150
100
148
1,423 150
1 Henderson 290/ss tracks for sliding door. see dwg ga/01/06 for details.
150
987
110
1,440
480
5,500
2 concrete catch pit(see eng. details)
150
UP
134
22.4
step down 200mm along this line
3,600
T+Tec Hv room SV-01-04 12.2 m2
1,879 EK/D/02
22.35
1,805
step down 200mm along this line 4,911
100
ramp up
22.1
22.55
22.10
1
450
750
1
292
209
175
600
600
Roof Detail D4
4,901
Break Out HEU-02-02 528.4 m2
3,575
Kitchenette HEU-02-02 528.4 m2
2,100 2,700
5,050
3,675 UW-W17
UP
133
1,879
Sect. d
3 # risers up to apron level
Ktchn Dtl 1
planter
track located on beam for folding door
22.10
150mm dia pvc down pipes
150mm dia pvc down pipes
planter detail n Sect. n
Sect. e
elevation 1
R500
150mm dia pvc down pipes
Wall Sect. 1
150mm dia pvc down pipes
Wall Sect. 3
1,251 951
SV-W02
A
B
C
Sect. d
D
E
Sect. n
F
Sect. e
Sect.h
elevation 3
G Sect. A
H
Sect.f
I
J 150 dia pvc downpipes
Corrugated alu-zinc roof sheeting fixed to purlins( to eng. specs.)
A
B
2nd flr rcp
J
J
150mm dia pvc down pipes
I
H
Sect. A
G
150mm dia pvc down pipes
elevation 3
F
150mm dia pvc down pipes
Sect. e
150mm dia pvc down pipes
E
Sect. n
150mm dia pvc down pipes
D
C
150mm dia pvc down pipes
Sect. d
B
150mm dia pvc down pipes
A
150mm dia pvc down pipes
I
H
Sect. A
G
elevation 3
150mm dia pvc down pipes
F
150mm dia pvc down pipes
Sect. e
E
150mm dia pvc down pipes
Sect. n
D
150mm dia pvc down pipes
150mm dia pvc down pipes
C
Sect. d
150mm dia pvc down pipes
Roof Plan Sc. 1:75 Second Floor Plan Sc. 1:75
DN
4,800 4,800 6,400 7,000 6,400 6,400
52,440
14,893 22,850
1,070 18,332
6,400
6,400 7,000
2,916 150 150
150
2,650
1,395 4,800 4,800 4,800
29,020 812 2,774 5,419 614 503 703 100 2,922 6,400 2,700
499 2,700 501 6,400 21,397 2,700 499 2,700 501 6,400 2,700 2,975 2,650 100 100 550 570 750 1,395 570
Sect. A
6,300
17,300
Recessed Fire Hose Reel
Sect. d
Ktchn Dtl 1
Sect. n
150mm dia pvc down pipes
planter detail n
Sect. e
elevation 1
Sect. A
150
950
100 950
Floor Plans
50,647
545
100 1,220 5,294
SV-W03 UW-W25 UW-W26 UW-W12 UW-W10 UW-W06 UW-W13
UW-W11
5,224
Sect. f 370
First Floor Plan Sc. 1:75
UW-D09
2,041 549
655 SV-W05
SV-D13
8,890
4,000 150 1,243 150
5,710 150 659
139 965 330
397
1,351 1,108
100
884 350 1,905
100
UW-D10
2,566
964 3,351 30,125 100 2,470 546 946 150 2,500
BF-D02
8,907 100 1,741
SV-D11 UW-D15
150
100
625 100
1,395 4,800 4,800 4,800
UW-D08
175 161 508 1,333 100 887 150
812 812 2,773
150 1,211 27,797 125
12,076
29,020 6,400 7,000 52,440 50,647
1,889 1,644 1,838 662 100 503 703 100 3,222 2,922 6,400 2,100 2,700 1,099 499 2,100 2,700 1,101 501 6,400 2,100 2,700 1,099 499 2,100 2,700 1,101 501 6,400 2,100 2,700 3,275 2,975 2,650
703 21,397 750
100 550 750 1,395 100
SV-W14
150 3,415
100
902 310
eq
100 4,952
1,193 eq eq 1,193
SV-D12
HE-D03 UW-D05
0 1,536
100 964 111 974
UW-D04
eq 100
150 1,211
59 879
SV-D08
BF-D01
964 255 629 780
397
150 2,466
886 440 1,910
eq 2,459 100 SV-W11 UW-W16 UW-W15 UW-W24
SV-D02 SV-D14
3,740 100
525 UW-D06
UW-W23 UW-W20 UW-W21 UW-W22
650 150
100 2,470 546 945
Sect. b Sect. b
slope 10deg
elevation 4
150
Sect. m
4,752
slope 10deg
slope 10deg 150mm dia pvc down pipes
2,850
UW-D11
Ktchn DtL 2
Sect. m Wall Sect. 2
slope 10deg 150 6,250
Sect. m 200 1700 200 6,911
2,736 1,879 2,736
Sect. b Sect. b
14,789
UW-D12 1,127 863
863
5,444
UW-D14 1,158
UW-D13 1,433 150
1,318
Sect. m Sect. m 150 200
slope 10deg 2,736 1,879 1,443
Wall Sect. 2 1,669 3,050 1,681 1,669 3,050 1,681
1,292
Roof Detail D2 1,217 864 100 1,019 862 1,382
UW-D18 UW-D17
1,382 1,118
200 1,200 250 1,200
1700
Sect. m
350
20,233 1,467
Wall Sect. 2
150
Roof Detail D5
Sect. l 6,750 1,748 5,052 22,700
Sect. l
Sect. l
Sect. f Sect. f 514 964 2,225 2,500 150 397
slope 10deg 3,949 953 344
SV-D06 2,013
Sect. b 950 100 100 1,150
Sect. b
4,752
slope 10deg UW-W08 494 2,100 1,181
UW-W18 UW-W03 UW-W19
2,700 581
2,100 1,099
2,700 499
2,100 1,101
2,700 501
2,100 1,099
UW-W02 UW-W39 UW-W30
2,700 499
2,100 1,101
2,700 501
2,100 2,975
2,700
3,275 100 550 100 570
750
Sect. l
1,748
Sect. f Sect. f
UW-W36 200
1,698 200
1,123
3,263 UW-W14 UW-W29
1,748
150 3,799
Roof Detail D3
570 UW-W04
1,181
150 6,175 100 6,300 100 9,025
UW-W09 UW-W38 UW-W07 UW-W01
1,898 4,902 494 581
2,100
2,100
150 953 194 2,700 2,700
499
2,100
1,099 2,700
750 100
Roof Detail D1
Sect. l 29,500
501 2,632
21,950 2,100
1,101 683
1,101
2,100
1,099 2,584 501
2,100 3,275
2,700 2,975 750 570
1,675 3,050
14,400 6,750 1,898
547 2,042
slope 10deg
Sect.z
UW-D05 UW-D04 UW-D03
545 662 351 644 545 3,258 352 1,095
547
slope 10deg
1,675
FF
ramp up CF-D03
Sect. c 150 2,097 2,678
CF-D15
Ktchn Dtl 4 Ktchn DtL 2 Ktchn Dtl 4 CF-D19
1,124
UW-D02
150 2,459
Sect.z
Wall Sect. 4 Sect. c Sect. c Wall Sect. 4
Sect. c Sect. c 1,997 100 1,413 300 964
CF-D18
1,663 2,002 100 150 887 1,211
4,800 4,800 6,400 7,000
CF-D11
23,048
1,220 21,150 29,370 1,898 5,102 1,220 350
slope 10deg
CF-W10
100
3,210 1,540 912 9,638
4,922
100 4,700
CF-W09
100
CF-D14
Ktchn DtL 2
100 812 3,000 888 CF-W01c
3,000 999 1,517
964 300 3,435 100
Ktchn Dtl 4
1,517
3,222 3,245
100 4,775
150 6,250
CF-W01b CF-W01a
Roof Detail D6
964 316 701 964 3,435
29,370 8,894 3,363
3,567 2,100 2,700 1,099 499 2,100 2,700 1,101 501 2,100 2,700 1,099 499 2,100 2,700
6,400 6,400 6,400 2,650
863 244 1,879 3,012 14,235 5,013 3,225 703 1,018
508
2,92263,463
5 105 963
100
8,675
1,169 875 1,502
2,811 FE-D01 SV-W12
SV-D01
1,233 HE-W11 HE-W05 HE-W06
slope 10deg
Sect. l
4,752
Sect. f
23,045 24,268
1,905 3,131 1,905 14,747
100
Wall Sect. 4
4,800 4,800 4,800
CF-W02 CF-W11 UW-W33 UW-W35
7,751 2,100 7,000 1,302
2,100
14,747 6,400 600
3,538 6,225 2,248
X
Ground Floor Plan sc. 1:75
100
HE-W01 HE-W07 HE-W08
3,886
1,224 SV-D09
BF-D04
CF-D17
1,201 eq eq 150 92 887 232 150
100 1,158 100 2,566
476 863 2,788 1,325 100
SV-D03
225
75 3,885 815
1,301 5,825
HE-D01
3,679 450 2,496 1,825 HE-D07 HE-D09 HE-D10
7,000 5,064 964 393 964 5,447 988
2,000 1,046 2,000
HE-D23
547 947
1,954
100 5,825
1,101 501 2,100 2,700 3,275 2,975 750
3,828 1,200 200 150 250
7,350 ramp up
727
1,400
1,100
2,736 1,879 2,736
14,050 200
HE-D08
CF-D09
Sect. b sect/06
275 4,775 1,350 350 1700
200
4,752 350 251 964 4,070 18,850 964 402 964
HE-D14 HE-D15 HE-D16 HE-D17 HE-D18
4,037 421 964 350 1,471 52 964 1,118 1,182
Wall Sect. 2
200 5,700
1,150 6,175 100 3,100 100 3,100 100 3,100 100 3,100 100 2,625
sect/06
Sect. b
963 329
150
Sect. m
Sect. m
matt well w/ coir matting
150 HE-W14 HE-W13 HE-W16
1,879
2,700 581 2,700 499 2,700 501 2,700 499 2,700 501 2,700
HE-W15 HE-W12 HE-W17
2,536
7,144 3,030 2,100
1,181
2,100
1,099
2,100
1,101
2,100
1,099
2,100
1,101
1,208
14,525 6,475
3,104
100 6,471 100 12,074 150 874
4,700
Sect. l
2,100
3,275 750
Sect. f
600
Ktchn Dtl 4
EK-D-03
Sect. c Wall Sect. 4 Sect. c
FE-D02 SV-D07
2,124 254
2,032 100 3,000 100 2,345 579 1,899 965 169
SV-W13
CF-D07
100 519 507 CF-W03
ramp up
Ktchn DtL 2 150
100 965 202 1,005
4
203mm deep Z purlins see engineers details 24 guage Currogated alu-zinc roof sheeting
350
800
25mm thk ply-wood sheets 356x171 steel rafters see engineers details
Aluminium shading device ( see sheet no#d/01/01-02) 3,562
1,800
150
424
374
950
850
3,100
E
150mm thk reinf. concrete roof slab w/ asphalt and gravel topping
500
150mm thk reinforce concrete floor slab (see eng. details)
250150
2,043 2,191
1,800
150 150
Carpet laid on screed 125mm thk reinforce concrete floor slab (see eng. details)
500
150mm high mdf skirting
499
Carpet laid on screed
+3.7m Roof Level
874
750
250 162
150mm thk reinforce concrete floor slab (to eng. details)
+3.7m Finish Floor Level
150mm thk reinf. concrete roof slab w/ asphalt and gravel topping
400 250
989
150mm high mdf skirting
727 877
reinforced concrete cantilever box as window shading ( see eng. details)
3,550
3,550
3,700
356x171 steel rafters see engineers details
150mm thk blockwork wall with 12mm render on both sides
600
600x600 ceiling tiles
1,800
600x600 ceiling tiles
+7.4m Roof Level
150
650
150mm thk reinforce concrete floor slab (to eng. details)
150 thk Concrete blockwork parapet wall
499
250 162
Carpet laid on screed
511
150mm high mdf skirting
989
+7.4m Finish Floor Level
2,900
988
150mm thk blockwork wall with 12mm render on both sides
1,752
3,550
600x600 ceiling tiles
150
Wall Section #3 sc.1:25
Details
125mm thk reinforce concrete floor slab (see eng. details)
125mm thk reinforce concrete apron (see eng. details)
448
125mm thk reinforce concrete apron (see eng. details) 150mm high mdf skirting Carpet laid on screed 125mm thk reinforce concrete floor slab (see eng. details)
Wall Section #4 sc.1:25
562 450 150
±0.0m Finish Floor Level
150mm thk blockwork wall with 12mm render on both sides 125mm thk reinforce concrete apron (see eng. details) 150mm high mdf skirting Carpet laid on screed
600
989
2,900
3,475
1,800
600x600 ceiling tiles
±0.0m Finish Floor Level
office: Jenifer Smith Architects | Location: Trinidad and Tobago | Team: Jenifer Smith, Robert Thompson
18 MARY AVENUE UNDER CONSTRUCTION PROJECT TEAM: KORRY BARNETT, ROBERT THOMPSON PROJECT SIZE: 800 M2 PROJECT SUMMARY: This is a single-family house designed to take full advantage of the views available from the site, the site is a very steep lot in a housing development complex on the western tip of the island of Trinidad and Tobago. The client wanted a dwelling suitable for family, entertaining AND embraces a Caribic – minimalist style. PROJECT ROLE: Design phase A-E, Working drawings and tender document preparation PROJECT TITLE:
PROJECT STATUS:
18 MA
b
a
N 1
C
17,496 8,515
3,161
1,800
1,800
4,365
5,514
5,590
MA-D01
5,590
5,590 MA-D09
124
124
168
124 124
1,473
124
fall 1:80
3,889
124 +117.90
1,564
5,476
5,352
typical bathroom details 5,000
124
study
100mm thk reinforced concrete cantilevering slab (see eng details)
1,112
master bath
3,089
b
1,409
bath
813
MA-W17
1,664
2,500
124
1,524
1,678
1,512
124
124
852
150
timber louvered sunscreen(see details)
1,473
833
4,162
1
MA-W15
1,800
289
B3,285
1,800
C 3
1,496
8,515
3,161
1,658 sloping roof element to be defined by engineer 150mm thk concrete blcokwork parapet wall rendered and painted
17,496 7,496
124
10,000
4,000
fall 1:80
6,000
5,876
fall 1:80
2,402
3,764
3,602
outliine of walls below
fall 1:80
24 gauge currogated allu-zinc sheeting primed and painted to finish laid on steel framing (see eng details)
150mm thk roof slab
1 fall 1:80
2,681
1,319
12,000
11,041
slope 30 deg
1,496
slope 30 deg
slope 30 deg
slope 30 deg fall 1:80 5,514
B
1,224
a
fall 1:80 fall 1:80
1,971
3,161
11,314
7,496
fall 1:80
slope 30 deg
slope 30 deg
fall 1:80
slope 30 deg
C
124 1,658
fall 1:80
3 1
124
3,000
3,000
3,000
3,000
N
3
1,496
1,502 5,064
08'
17
Ir.fd.
b
timber framed bi-folding glazed window(see schedules)
Ir.fd.
25
,18
2
DR AI N
300mmx300mm reinforced concrete column(see eng. details)
119°
site se
1
11,925
2
+112.75
3
80.48
b
06'
R
R 1,5
00
1,172
ack setb
+112.47
site
1,172
119°
1
06'
4
wood
en
way
57,260
D
LP
4
Ir.fd. 54,43
2
0 11
40,902
er
SMHSew le Manho
Ir.fd. R 77
0
6.00
3,821 AI N
9,694
6 11
100
A Ir.fd.
ROAD
55.86
2° 26'
04'
99
102
4
102°
3
10
b
117
55.86m
10
109
118
116
102°04'
98
ck
101
106
108
111
2 shed
45,149
110
112
114
113
site setback
107
109
111
99
119
59.2
11,438
11 3 112
4 11
1 12
122
32'
1,812
2
N
Site Plan, Floor Plans
6,500
00
12.50
9 11
124
123
3,250
3,126
,695
STA.1
,5
15
45
97
2
a
site setba
8 11
3
166°
4,821
+111.97
Ir.fd.
R 1,2
shed
7 11
1,671
pool deck+walk
5,756
site plan sc.1:100
2.68
100
124
96
27° 30' 8.68
105
DR
6 40.9
1,496
A
58,61
18
124
O
fence
propo
+112.22
a
drive 75.48
g
11,091
1,172
tback
uildin
+113.00
1,172
100mm thk concrete blockwork wall with 12mm render on bothside painted to finish
+113.25
timber framed door and window unit(see schedule)
1,172
150mm thk reinforced concrete cantievered slab
+113.50
16,216
3,345
1,172
roof plan sc.1:50
7.90
5,514
168°
5,476
900
4,000
sed b
+113.75
1,172
11,190
Ir.fd.
162
124
1,496
+114.20
+114.10
1,496
1,496
+114.00
2,341
fall 1:80
124
5,390
5,476
slope 30 deg
124
200
MA-D18
3,875
494
124
1,800
MA-W24
2
11,314
6,449
4
3
162
3
162
700
N
fall 1:80
183
MA-D02
MA-W10
MA-W12
2
2
2,852
1,200
2,476
cl
A
a
1,597
1,225
2,765 800 775
1,533
2,852
MA-D12
124 2,728
689
1,076
reinforced concrete staircase (see stair details)
600
3,764
316 MA-W06
286
3,237 900
124
8,338
750 720
MA-D04
4,279
MA-W16
124 3,627 124
1,128
F
outline for slab above
124
wic
2,356
balcony
4,279
MA-D08
124
+117.90
3,293
17,496
8,515
600
100mm thk reinforced concrete slab on grade
332 374
124
124 800 2,827
124 750
MA-D06
720 124
124
124
4,428
1,971
1,800
MA-W14
947
MA-D07
124 124
1,800
2,033
MA-W18
1,127
124 646 700
MA-W11
700 700
MA-W13
124
14,916
1,800
MA-W09
124
1,384
124
1,800
+114.30
228
100mm thk cantilevered reinforced concete step up
apron#1
124
MA-W23
2,099
+114.45
1,850
324
2,945
3,045
4,454
1,900
124
11,752
124
MA-D15
fall 1:80
5,326
124
Living Room
494
325
3,161 fall 1:80
150
601
324
124 1,800
+114.30
3,485
fall 1:80
covered patio
627 4,826
124
+117.90
5,390
MA-W21
1,800
2,402
4,000
b
124 MA-D14
entry foyer up
800
1,800
MA-W05
MA-W25
774
1,528
124
324
635
bedroom#2
first floor plan sc.1:50
124
MA-W19
11,066
5,352
500
cantilevered timber shelving
2,082
+114.10
2,602
4,501
124
3,689
3,889
dining area
89
1,607
cantilevered timber framed eating counter
MA-W20
1,800
124
124
MA-D03
A
3,976 planter bed
1,899
800
800
255
833 124
927
cl
1
+117.90
master bedroom
800 MA-D11
5,752
2,674
1,626
laundry
MA-D21
hallway#1
bath
1,533
MA-W01
124
700
2,700
cl
124
bedroom#3
2,099
124
419 750
bath
800
124
826
MA-D19
2,576
900
162
428
MA-D16
124
699
MA-D20
3,075
800 61
Kitchen
1,366
fall 1:80
2,500
1,065
2,726 124
124
1,404
1,870 124
2,028
124
153
MA-D22
628
3,565
3,724
800
124
wash room
200
724
600
guest bedroom
3,045
1,800
MA-W26
124
3,627
700 MA-W02
124
124
124
794 124
848
2,795
4,559
1,620 MA-W04
MA-D05
MA-W08
3,312
324
MA-W03
3,751
1,600
14,916
947
bath
124 124 646 700
11,165
4,162
ramp up
4,000
3,876 MA-D17
3,876
+114.45
900
1,800 MA-W22
+117.90
4
bi-folding flush door 883
3,796
1,800
3,602
hallway #2
+117.90
bedroom#1
750
1,800
timber framed fixed glazing
down
5,752
MA-D10
2,526
2,278
124
car port
2,976 1,128
124
1,900
5,752
4,552
150mm high concrete block work parapet wall
124
fall 1:80MA-W07
124
900 124
4
apron#2
fall 1:80
fall 1:80
1,658
7,496
4,076
4,202
3,876
MA-D13
124
124
2,500
1,200
9,965
1,200
10,000
3,751
a
b
B
4,162
900 900 124
ground floor plan sc.1:50
A
a
C
B
A
150mm thk concrete flor slab w/ 600mmx600mm tile finish
50mm dia brushed aluminium hand rail 124mm thk concrete block work wall
11,676
24 gauge currogated allu-zinc sheeting primed and painted to finish laid on steel framing (see eng details)
100mm thk timber framed gypsum raling painted to match stair finish colour
3,161
8,515
reinforced concrete stair (see eng details)
22
3,700
2,100
living/dining
250
575
125mm thk cantilevered floor slab on grade(see eng dwgs) +114.45
reinforced concrete retaining wal(see eng details)
150 2,350
6,250
300
150mm thk floor slab on grade(see eng dwgs)
150
+117.90
stair section b-b sc:1:25
1,350
stair section a-a sc:1:25
bathroom
wall slit as closet entry
timber framed bifolding glazed window(see schedules)
12mm thk continuous plaster board with recesses to take fluorescent fixtures
kitchen
garage 3,300
stair plan sc:1:25
801
8,900
3,980
425
75
1,000
1,500
157
627
157
850
bedroom
575
75 reiniforce concrete stair slab with finish matching main floor
1,872
3,450
157
266
ient
4,782
266
grad
cantilevered timber framed eating counter
125mm thk floor slab on grade(see eng dwgs)
100mm thk concrete blockwork wall with 12mm render on bothside painted to finish
1,050 150
266
deg
2,100
266
hallway
1,662
266
ient
grad
450
1,200
266
4,782
266
3,930
deg
150mm thk concrete blcokwork parapet wall rendered and painted
master bedroom
775
266
balcony
ient
1,500
266
157
50
+120.95
30
grad
2,100
266
1,575
266
157
100
900
38
38
100
up
deg
30
150
1
ient
grad
450
2
deg
2,850
3
30
30
150mm thk roof slab
157
4
150
5
157
6
2,725
7
157
8
157
9
157
10
800
11
100mm thk timber framed gybsum wall painted to match stair finish colour
157
390
2,278
1,990
2,190
157
800
50mm dia brushed aluminium tubular handrail
2,050
21
124
20
176
19
1,949
18
3,050
17
1,000
16
157
15
939
14
146 157 157 168
13
1,000
100
12
157
50
50
reinforced concrete beam(see eng details)
100
+114.20
steel guard rail painted to finish
800
125mm thk reniforced concrete slab with 600mmx600mm terra cotta tile finish
section a-a sc.1:50
+111.98
existing grade level
1
2
3
3
10,990
2
150
10,990 5,476
5,514
1 14,916
2,576
1,200
5,514
5,476
2,350
2,050
24 gauge currogated allu-zinc sheeting primed and painted to finish laid on steel framing (see eng details)
2,600
9,000
1,500
450 2,100
1,500
3,000
3,471
1,350
1,950
124
8,550 1,950
100 100 800 3,973
section b-b sc.1:50
Sections, Elevations, Stair Details East Elevation sc.1:50
reinforced concrete ramp 79
1,025
250 100
+114.45
150
bath
1,500
kitchen
150mm thk reinforced concrete cantilevered bench
750
2,862 125mm thk floor slab on grade(see eng dwgs)
12mm thk continuous plaster board with recesses to take fluorescent fixtures
laundry
+117.90
100
+114.45
150
125mm thk cantilevered floor slab (see eng dwgs) existing grade level
12 426
3,300
stairwell
reinforced concrete stair(to eng details)
bath
150
1,000 450
+117.90
bedroom
bedroom
150 thk floor slab w/ 300mmx300mm tile finish(see eng dwgs)
1,000
2,100
metal stud framed plasterboard railing painted to finish
800
1,500
timber flush door(see door schedule)
2,126
2,626
4,800
timber framed bi-folding glazed window(see schedules)
4,800
124
+120.95
timber louver suncreen(see details)
100
150mm thk concrete blcokwork parapet wall rendered and painted
975
150mm thk roof slab
124
75
24
25
EQ
EQ
EQ
5,000
EQ
EQ
EQ
25
25
50
50
25 50mmx124mm timber frame 25mmx75mm timber subframe
C
timber louver
72275
275
50mm x75mm steel angle
steel rafters (see eng details)
15
precast concrete coping reiniforced concrete parapet wall
+120.95 +120.70
194
50
approved concrete roof finish
176
791
154
516
25 50
50mm thk approved roof finish
steel Z-purlins @900mm centers(see eng details) 24 guage alu-zinc sheet flashing
124
2,626
24 guage alu-zinc flashing 24 guage alu-zinc roof sheeting
2,526
2,476 2,626
A
1,950
reinforced concrete lintel(see eng details)
timber louver details sc: 1:25
steel handrail 150mmx150mm tile finish
+117.90 reinforced concrete beam(see eng details)
24 guage alu-zinc sheet as roof gutter
559
+117.90
41
800
1,044
50mm x75mm steel angle approved concrete roof finish
750
24 guage alu-zinc rof sheeting
150mm thj layered rock wool roofing insultion or approved other steel Z-purlins (see eng details) 173
steel rafter(see eng details)
133
50mmx75mm steel C-channel welded to rafter @900mm c/c 12mm thk continous plaster boader or approved other allow 20mm gap at wall
20
2,100
20
100mm thk cocncrete block work wall with 12mm render on bothsides 124
steel floated finished concrete floor
detail @valley sc:1:10
150mm thk cantilevering floor slab w/ brushed conrete finish
+114.45 250
+114.45
+114.20
wall section A sc 1:25
Details
wall section B sc 1:25
Location: Trinidad and Tobago | Team: Korry Barnett , Robert Thompson