LEANDRA JILL GOETTMANN SELECTED WORKS 2024
FINALIST | DIRECTOR’S PROJECT SEPT. 2018 | MURRAY & MURRAY COMPETITION
MIGRATE AWAY BUT, WHAT WILL BECOME OF OUR HOME? EARTH IMMIGRATES IN.
15” x 20” GRAPHITE, INK, CRUSHED STONE ON HEAVY MIXED-MEDIA PAPER PROF. ERIC ARCHAMBAULT | ARCS 3105
PORTFOLIO CONTENTS:
(905) - 598 - 2889 Vancouver, BC, Canada www.linkedin.com/in/lgoettmann COVER PAGE: BELLA COOLA, BC. PERSONAL PHOTOGRAPH.
CONTACTS
leandragoettmann@outlook.com
68 RAILSIDE | ONESPACE UNLIMITED INC. | PROFESSIONAL PROJECT | 2021
03 - 07
HORSE- MAN- SHIP | DALHOUSIE UNIVERSITY | ARCH 5007 | SUMMER 2022
08 - 13
CEDAR SITE | UNIVERSITY OF BRITISH COLUMBIA | ARCH 540 | FALL 2023
14 - 22
03 68 RAILSIDE | PROPOSED OFFICE & SHOWROOM ADDITION PROFFESSIONAL TEAM PROJECT | ONESPACE UNLIMITED INC. | TORONTO | JAN. 2021 - OCT. 2021
SELECTED_WORKS PORTFOLIO
LAWRENCE AVE.
68 RAILSIDE | is a project marked by its unique considerations for construction phases. Located in an industrial/ commercial area, the site negotiates a proposed programme of luxury automotive showroom, offices and retail, with existing warehouse and leased office spaces that are to undergo partial demolition and renovation. Classified as a hybrid, the project straddles the use of heavy gage steel and concrete structural systems; which allowed for the exterior face and massing design to blend with the existing built character, while the creating opportunity for a refined interior design palette. Completing the project has been a team effort, where I have run point on the production of construction drawings after the initial design phase was concluded.
E
PHASE AND STYLE LEGEND: EXISTING CONDITIONS - AREA NOT PART OF PROJECT SCOPE OR PERMIT SUBMSISION
PROJECT NORTH
RA ILS ID
ILS ID E RA
PROPOSED PERMEABLE PAVERS
TRUE NORTH
ER D.
RD .
NO HATCH- PROPOSED CONDITIONS IN FULL CLARITY
FIRE ROUTE TURNING RADIUS EXTENT OF AREA TO BE DEVELOPED
EXISTING BUILT CONTEXT
LANDSCAPE
PROPOSED TOE WALL (REFER TO CIVIL)
EXISTING PARKING LAYOUT UPDATED TO ACCOMMODATE NEW GARBAGE BIN PICK UP LOCATION, REPAVE PARKING SPOTS AND PAVE ADDITIONAL PARKING SPACES
135.59
3000
3
4
5
6
7
8
9
10
11
GENERATOR (EXISTING)
SETBACK BOUNDARY
12
13
14
15
2600
2600
2599
2600
2599
60
59
5600
135.82
4.69%
3.11%
20
21
22
23
24
25
28
29
30
136.05
13 5.4 0
19766
0 135.8
4% 1.2
19791
SETBACK
15M
15M
57
56
55
54
53
52
51
50
49
6
48
47
46
45
44
43
6
42
41
40
39
9M
NO PARKING
DN
DN
38
5
37
36
35
34
33
BOLLARD
DN CB
136.35
6
FIRE HYDRANT
LIGHT POST (EXISTING)
9746
110.3m FROM MAIN ENTRANCE
SETBACK BOUNDARY
PROPOSED OFFICE SPACE RD
PROPOSED RTU
PROPOSE GAS LINE REFER TO MECHANICAL DRAWINGS
SHOWROOM ENTRY
136.35
3000 SETBACK
136.36
74.84
1693
5600
12M
12M
3 135.77
UNIT 107 ENTRY
RAMP 8% SLOPE
FIRE TRUCK (3.0m x 14.0m)
EXISTING FIRE ROUTE TO REMAIN
PARKING SPACES 1-58 TO REMAIN
EXISTING CAR GUARD RAIL
1502
136.26 136.35
2600
VEHICULAR ENTRY
9M
32
31
135.70
58 1550
136.05
27
136.12 1.8 0%
2.07%
2600
3 NEW SPACES PROVIDED
2600
136.25
2600
61
3151
135.77
135.89
2 136.06
PROPOSED PAINTED ASPHALT DENOTING WALKWAY
8.08%
LANDSCAPE AREA
26
135.68
136.28
135.97
135.97TW
2600
0.80 %
TYP.
1545
65
135.80
2600
BF
1851
135.91 1500
1500
136.08TW
0%
135.94
64
136.03
3400
135.80
4.23%
6000
0% 1.0
1.98%
3400
135.98
2600
66
136.08
2600
1.0
2.59%
135.80TW
19
0 5.4 13
1500 1.00%
67
9
18
136.00
2600
DUMPSTER PROPOSED (NEW LOCATION)
68
500
17
8
135.90
62
16
136.00
5600
2
76
75
0 5.6 13
5290
135.96TW
135.73
135.90TW 2600
0.87%
135.86
1
74
73
135.80
72 0.96%
0.91%
63
128.95
135.60
71
135.76
PROPOSED TOE WALL TO RUN PARALLEL TO PROPERTY LINE (REFER TO CIVIL)
N50° 24' 15" W
SETBACK
70
69
2600
6097
135.69
135.80TW 135.80
0.91%
SETBACK
659
135.90
5600
6527
135.90TW
135.57
PROPOSED TOE WALL (REFER TO CIVIL)
LANDSCAPE AREA
PROPERTY LINE
135.77
711
6274
PROPOSED ROOF ACCESS HATCH
136.75
2039
LANDSCAPE AREA
EXISTING SINGLE STOREY STEEL FRAME INDUSTRIAL BUILDING 68 RAILSIDE ROAD
136.35 RD
EXIT
136.35
136.31
MAX. 3:1 SLOPE 136.20 0.89%
2.97%
PROPOSED SIDEWALK
PROPOSED VEHICLE SHOW ROOM
1199
13000 SETBACK
EXTENT OF AREA TO BE DEVELOPED EXISTING ROOF WITHIN THIS AREA TO REMAIN
LANDSCAPED AREA
EXISTING LOADING (2.5m x 6.0m x 4.0m VERTICAL CLEARANCE)
136.45
PROPOSED ROOF LADDER
SETBACK BOUNDARY
7530 SETBACK
LOADING DOCKS
17000 LOADING TYPE A (3.5m x 17.0m x 4.4m VERTICAL CLEARANCE)
3500
N37° 44'136.83 30" E
136.29
LOADING TYPE B (3.5m x 11.0m x 4.0m VERTICAL CLEARANCE)
3500
11000
RD
3.78%
3.22%
136.53
0.57%
136.48
136.30
136.28
136.47
EXIT 1.88%
EXIT
EXIT
GAS METER (EXISTING)
FIRE CONNECTION
136.24
SETBACK BOUNDARY
SETBACK BOUNDARY 2.83%
BOLLARD (EXSTING)
3000
SETBACK
1.09%
PROPOSED SIDEWALK
137.10 136.99
SETBACK
137.05
1200
3.71%
6052
PROPERTY LINE
6000 PROPOSED RTU REFER TO MECHANICAL DWGs
9% 1.8
136.88
DN PROPOSED EXHAUST HOOD REFER TO MECHANICAL DWGs
GOETTMANN
136.78
PROPOSED GAS LINE REFER TO MECHANICAL DRAWINGS
1.00%
2500
74.91
TO BE REGRADED AND REPAVED
RAILSIDE ROAD
PROPOSED RTU REFER TO MECHANICAL DWGs
PROPERTY LINE
SETBACK BOUNDARY
1200
136.35
3.36%
SETBACK
N39° 35' 20" E
EXIT
7500
LANDSCAPE AREA
137.47
FIRE HYDRANT (EXISTING) 66.3m FROM MAIN ENTRANCE
EXISTING CAR GUARD RAIL
137.15
PROPERTY LINE
N50° 25' 05" W
LANE WAY
PROPERTY LINE
126.54
LANE WAY
EXISTING BUILT CONTEXT
1
A-2.0
Site Plan - Proposed Scale: 1 : 150
Ref: 1 A-5.0
NOTE: DRAWING NOT TO SCALE. ACCURATE ON 36" X 48" SHEET SET.
A-2.0
04
05
4 A-400
A2
A1
A1n
18464
An A
B
C
6 A-400 4
EW1
A-502
FOR CONTINUATION OF PLAN REFER TO A-201 1220
755
P15
FD
x
x
UNIVERSAL WASHROOM P1a
4757
NEW CORRIDOR
x
P1a x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
G-11
P6
2342
T
x OPEN TO ABOVE (SINGLE STORY)
OPEN TO ABOVE (SINGLE STORY)
x
1200
1522
TRUE NORTH
STEEL COLUMN (EXISTING)
6 40m TRAVEL DISTANCE
Sim
Sim
4
5
A-700
x
MEZZANINE EXTENT ABOVE
A-701 STEEL COLUMN (EXISTING)
x
x
812
ROOF ACCESS HATCH ABOVE
P17
16026
3268
P6
x
ROOF ACCESS LADDER
P6
2 A-400 A-5.0
P1a P3a
400
LINE OF MEZZANINE EXTENT ABOVE
x
7269
P17
175
6096
6096
P23b
x
BRACING REFER TO STRUCTURAL DRAWINGS
Sim
.7m
TR AV EL
DIS
TA
T 412
NC E
750
Sim
7
6
A-701
176
Sim
A-701
Sim
4
6
A-700
x
A-701
1500
750
1
196
6
P3a
x
31
73
STEEL COLUMN (EXISTING)
STEEL COLUMN (EXISTING)
LINE OF MEZZANINE EXTENT ABOVE
6096
OA NT
ST
OP E
(SIN GLE
x
24m TRAVEL DISTANCE
6096
x
Sim
OV E AB
HIG H)
TO EN
(2
Sim
A-700
7
x
EDGE OF EXISTING SLAB & START OF NEW SLAB
ST
OP
OR IES
22156
EDGE OF ROOF ABOVE
4
24384
6
A-701 STEEL COLUMN (EXISTING)
STEEL COLUMN (EXISTING)
BRACING REFER TO STRUCTURAL DRAWINGS
28m TRAVEL DISTANCE
Sim 23685
7 A-701
A-701
194
x
5 A-503
Sim
6
262
73
OR Y)
BO VE
x
33530
FD
7
P17
1
1 A-400 P23b
x
6096
VEHICLE SHOWROOM
6096
A-400
PROJECT NORTH
x
1200
T
x LINE OF MEZZANINE EXTENT ABOVE
P17
1879 P6
FD
2528
W/D
2781
P17
x
G-13
x
EXTENT OF BULKHEAD
UTILITY SINK WITH EXTENDABLE HOSE ON FAUCET
A-800
1065
x
x
HOT WATER TANK
FD
TANCE
136.36
2158
x
1042
UTILITY/MECH. ROOM
1750
x BRACING REFER TO STRUCTURAL DRAWINGS
P3
3 EXIT
NO HATCH- PROPOSED CONDITIONS IN FULL CLARITY
195
3633
P1a
2 A-400 A-5.0
EXISTING CONDITIONS - AREA NOT PART OF PROJECT SCOPE OR PERMIT SUBMSISION
x
x
P1a
IT/ELEC. ROOM
P1a
P1a
VEL DIS
x
1500
1525
FD
x
510
FD
40m TRA
x
x
1750
P1a P6
G-07
G-10a 1554 W-101a
5
x
EXISTING CORRIDOR
x
610
G-08
2057
P3
FD
A-501
P1a WASHROOM
G-09
WASHROOM
G-08
G-10b
CLOSET
2531
P3
P4
5481
x
HOSE BIBE CONNECTION (REFER TO MECHANICAL DRAWINGS)
1595
P4
1476
SLOPE
x
6096
P1a CLOSET
VESTIBULE
x x
x
829
x
x
4
x
x
2 3
P1a
x
W-101
A-501 A-6.0
P3
ø 1500
RECCESED LED LIGHT FIXTURE ABOVE 2440mm CLEAR HEIGHT TO BE MAINTAINED
x
ROOF ACCESS
P1a
P17
x
x
P17
136.36
x
x
EXISTING CORRIDOR
x
1175
x
STEEL COLUMN (REF. TO STRUCTURAL DWGS)
P17
G-10
PHASE AND STYLE LEGEND:
WALL (EXISTING)
x
412
x
x
STEEL COLUMN (EXISTING)
4 x
P6
2518
x
6036
FD
CAR WASH (LIGHT SPRAY DOWN)
LIGHTING
P1a
x
PUSH BUTTON FOR POWER OPERATION 3685
1789
TRACK LIGHTING (LOW BAY)
SURFACE MOUNTED FIXTURE (HIGH BAY
P1a
P6
x
x
LIGTHING FIXTURE LEGEND:
EXISTING W/C
G-02 x
x
2963
300
x 1016
P6
x
x
2 A-800 SLOPE
560
UNIT 104
3-1
EXISTING W/C
A-400 A-5.0
G-01a x
1367
P6
UNIT 105
3 1
1576
WALL (EXISTING)
UNIT 106
P1a
1845
4942
SLOPE
P1a
G-03
SIDEWALK
1102
WALL (EXISTING) (EXISTING)
P1a 412
x
4
EXIT CORRIDOR
P3
x
2797
2798
P6
ENTRY
P6
P1a
x
2797
00 ø 17 FD
P1a
x
UP
1586 1310 OPEN TO ABOVE STRUCTURE P6
x P1a
2822
x
A-400 A-5.0
P15
DAMPER (REFER TO MECHANICAL)
136.36
x
P1a x
136.36
136.36
G-12
1065
136.35
x
G-04
x
2797
EXIT
x
P1a
G-06
G-05
x
3 1
253
465
Sim
A-700
P6
x
2
136.35
x
3-1
1716
EXTENT OF MEZZANINE ABOVE
136.35
VEHICULAR ENTRY
1830
UNIT 107
3187 EW1
x
1525 SHOWROOM ENTRY
x
1491
953
4000 CANOPY OVERHEAD
G-01b
1350 507
x
1030
x
2235
DONE entirely within a BIM environment, using Revit to model, produce drawings, coordinate, and run analysis to collect building performance data has kept the project from exceeding it scope, budget and allotted time. The design review and consultant coordination process has remained iterative as the project progressed through site plan approval, building permit submission and bid submission. 68 Railside is currently in contract administration, as I provide further site clarifications and responses to information requests, to support the construction team. I have either created in full or contributed in part, to every drawing and graphic from the 68 Railside project, that is included in this portfolio.
x
6
Sim 1500
STEEL COLUMN (EXISTING)
A-701 STEEL COLUMN (EXISTING)
FEATURED DROP CEILING WITH LIGHT FIXTURES, 3970mm A.F.F REFER TO ELECTRICAL DWGS 2625
BRACING REFER TO STRUCTURAL DRAWINGS
8
745
1500
Sim
SELECTED_WORKS PORTFOLIO
1 A-701
x
73
8
x
5930
(EXISTING)
6096
6096
4600
x
FD
x
2
230 1200
EXISTING WINDOWS
412
P17
EW12
1400
SIDEWALK
17435 4
6
A-400
A-400
7685
EXHAUST FAN (REFER TO MECHANICAL DRAWINGS)
EXISTING WALL ASSMBLY
P17
DOOR (EXISTING)
428
G-13
A-700
17251 EW12
750
Sim STEEL COLUMN (EXISTING)
x
201
136.36
1500
STEEL COLUMN (EXISTING)
1500
A-700
230
36m TRAVEL DISTANCE
Sim
750
P23b
2
9
433
BRACING REFER TO STRUCTURAL DRAWINGS 1500
750
9
415 EXISTING WINDOWS
136.53
EXIT
65 1 A-503
9750
9754
9754
36942
A2
1
A-3.0
Ground Level - Proposed Showroom Detail Floor Plan Scale:
1 : 50
Ref: 1 A-5.0
NOTE: DRAWING NOT TO SCALE. ACCURATE ON 36" X 48" SHEET SET.
A1
A1n
An A
B
C
A-3.0
5 A-6.0
Interior Design Concept 1:1
FIRE SEPARATION
1
3-1
A-5.0
9
1HR FIRE RATING
x
1.5HR FIRE RATING
xo xo xo xo xo xo xo xo
2HR FIRE RATING
xx xx xx xx xx xx xx xx
x
x
x
x
x
x
x
A2 R3 ROOF TYPE ASSEMBLY (REFER TO WALL SCHEDULE)
PREFINISHED METAL COPING PREFINISHED METAL COPING
65
R3 ROOF TYPE ASSEMBY (REFER TO SCHEDULE, A-006)
LEVEL 2 - ROOF
1565
Sim C1
A-602
METAL FLASHING ROOF MEMBRANE TYPICAL ROOF COPING
MEZZANINE
141.09
CANT STRIP
570
580
T/O EXISTING OWSJ
(T/O STEEL)
450
490
PREFORMED METAL WALL SYSTEM HORIZONTAL SUPPORT HSS REF. STRUCTURE FOR SIZE
OPEN WORK AREA 126
141.09
FEATURED DROP CEILING WITH LIGHT FIXTURES REFER TO PLANS AND ELECTRICAL DWGS
1937
x
METAL PANEL TO MATCH EXISTING
PREFORMED METAL WALL SYSTEM HORIZONTAL SUPPORT HSS REFER TO STRUCTURE FOR SIZE
115
T/O EXISTING OWSJ
450
(T/O STEEL)
EW12 VOID P3a
2785
EXIT STAIRS
T/O EXISTING OWSJ
ROOF MEMBRANE WATER PROOFING MEMBRANE 50mm RIGID INSULATION 13mm PLYWOOD SHEATHING 38 METAL DECKING
315
EW12 P17
3660
SLOPE
x x
906
1370
1525
P3a
P6
EW12 VOID P4a
x
F1
x
155
x
x
x
FLOOR FINISH
FLOOR FINISH (REFER TO SPECIFICATIONS)
x
LEVEL 1 - Mezzanine
2285
M1
M1
139.56
139.56
x
LEVEL 1 - Mezzanine
x
x
6387
230 WINDOW WALL SUPPORT AS REQUIRED BY WINDOW SUPPLIER
(T/O FLOOR)
(T/O FLOOR)
VARIES
WINDOW (REF: WINDOW SCHEDULE)
x
OWSJ (REFER TO STRUCTUAL DWGS)
STEEL BEAM (REFER TO STRUCTUAL DWGS)
VEHICLE SHOWROOM
x
920 x x
227 3200
3050
P6
1840
3000
x
2440
UNIVERSAL WASHROOM
2280
3200
3330
EW12 P17 P23b
x
x
x
VOID
EW12 P17
SCRATCH COAT TO BE APPLIED TO CONCRETE BLOCK (REF. SPECIFICATIONS)
VEHICLE SHOWROOM WASHING AREA
GUARD RAIL
x
UNIT 107
2755
LIGHT FIXTURES REF. ELECTRICAL DRAWINGS
4283
4275
4275
x
EW1a
GOETTMANN
4725
PREFORMED METAL WALL SYSTEM HORIZONTAL SUPPORT HSS REF. STRUCTURE FOR SIZE
Sim
A-602
x
x
UNIT 107
RETAIL MAIN ENTRY
8
760
SHELF ANGLE FOR FLOOR CONNECTION (REFER TO STRUCTURAL DRAWINGS & SHOP DRAWINGS)
4725
141.09
R3
CANT STRIP
3660
230 NEW PARAPET AT LOWER ROOF HEIGHT TO MATCH THE EXISTING.
FEATURED DROP CEILING WITH LIGHT FIXTURES REFER TO PLANS AND ELECTRICAL DWGS
2135
7
460
1082
1015
ALUMINUM WINDOW SYSTEM (VISION GLASS) REFER TO ELEVATIONS FOR OPTIONAL KALWALL LOCATIONS
2135
1019
715
x
1175
392
PREFORMED METAL WALL SYSTEM BEYOND
1
143.22
(T/O STEEL)
550
x
550
LEVEL 2 - ROOF
473
(T/O STEEL)
473
143.22
(T/O STEEL)
EW12 152mm METAL STUD 13mm EXTERIOR SHEATHING WEATHER MEMBRANE METAL FLASHING
CANT STRIP
SLOPE
1103
LEVEL 2 - ROOF
SLOPE
NOTE: DRAWINGS NOT TO SCALE. ACCURATE ON 36" X 48" SHEET SET.
A-601
553
EW12 152mm METAL STUD EXTERIOR SHEATHING
SLOPE
Sim
11
230
R3 ROOF TYPE ASSEMBLY (REFER TO WALL SCHEDULE)
553
65
143.22
CANT STRIP
550
EW12 140mm METAL STUD @ 600 O.C. 13mm EXTERIOR SHEATHING
Sim
8 A-601
65
460
2795
1030 PREFINISHED METAL COPING
x
x
2
Sim
A-602
x
200
136.36
GROUND
136.36
REF. STRUCTURAL DWG's
PROPOSED SLAB ON GRADE REFER TO STRUCTURAL DRAWINGS
GROUND
FLOOR FINISH REFER TO SPECIFICATIONS
600
GROUND
136.36
(T/O FLOOR)
(T/O FLOOR)
(T/O FLOOR) FIBER BOARD
FLOOR FINISH REFER TO SPECIFICATIONS
SLAB ON GRADE REFER TO STRUCTURAL DWGS
SLAB ON GRADE REFER TO STRUCTURAL DWGS
REF. STRUCTURAL DWG's
FINISHED GRADE REFER TO CIVI DWGS
FLOOR FINISH REFER TO SPECIFICATIONS
REF. STRUCTURAL DWG's
RAMP DOWN (8% SLOPE)
Vari.
FLOOR FINISH
GROUND (T/O FLOOR)
FLOOR FINISH REFER TO SPECIFICATIONS
x
136.36
x
SIDEWALK AND FINISHED GRADE REFER TO CIVIL DWGS
1878
600
WALKWAY AND FINISHED GRADE REFER TO CIVIL DWGS
HSS BRACE EMBEDDED IN THE WALL (REFER TO STRUCTURAL DRAWINGS)
CONCRETE FINISH TO BE SEALED PER SPECIFICATIONS
GRADE BEAM REFER TO STRUCTURE DRAWINGS
SLAB ON GRADE REFER TO STRUCTURAL DRAWINGS
GRADE BEAM (REFER TO STRUCTURAL DWG)
4
A-6.0
Wall Section - Rentable Space with High Window Scale:
1 : 20
Ref: 6 A-400
3
A-6.0
Wall Section - Exit Stairway Scale:
1 : 20
Ref: 1 A-3.0
2
A-6.0
Wall Section - High Wall with Clerestory at Roof and Mezz. Scale:
1 : 20
Ref: 6 A-400
1
A-6.0
Wall Section - Vehicle Showroom Exterior Wall Scale:
1 : 20
Ref: 6 A-400
A-6.0
06
07 A2 403 201 100
A1
MEZZANINE
PARAPET METAL COPPING
CANT STRIP
FLOOR FINISH (REFER TO SPECIFICATIONS)
HORIZONTAL HSS SUPPORT FOR PREFORMED METAL WALL SYSTEM
143.77
M1
NEW PARAPET AT LOWER ROOF HEIGHT TO MATCH THE EXISTING.
SIM. w/ 41mm METAL STUDS x x
155
141.09
T/O EXISTING OWSJ
139.56
R3
x
x
LEVEL 1 - Mezzanine
EW12
965
COLUMN BEYOND
EW12 VOID P4a
T/O EXISTING OWSJ
PREFORMED METAL WALL SYSTEM CLIP CHANNEL REFER TO MANUFACTURORING DWGS & REQUIREMENTS
141.09
211
25
PREFINISHED METAL FLASHING WITH CONTINOUS DRIP EDGE
296
101
11
Section Detail - Parapet at Masonry - Commercial
A-7.0
Ref: 3 A-503
Scale:
1 : 10
6
An
356 160
196
LIGHT FIXTURES REF. ELECTRICAL DRAWINGS
Scale:
A2 315
1100 min. HEIGHT
100
EXTERIOR MAIN ENTRY
570
NEW CONTINUOIS METAL FLASHING EXISTING PARAPET
141.09
METAL BASE FLASHING w/ CONTINUOUS DRIP EDGE
EW1a
3813
LEVEL 1 - Mezzanine
139.56
(T/O FLOOR)
T/O EXISTING OWSJ
x
BASE FLASHING
136.36
EXISTING CANT STRIP
GROUND
WEEPING HOLES
(T/O FLOOR)
RAMP DOWN (8% SLOPE)
FLOOR FINISH (REFER TO SPECIFICATIONS)
15
136.36
FELT JOINT
GROUND (SLAB ON GRADE)
P3a
442
150 760
VEHICLE SHOWROOM
VEHICLE SHOWROOM
92mm STEEL STUDS 16mm TYPE X GYPSUM BOARD
FIBER BOARD
PROPOSED SLAB ON GRADE (REF. STRUCTURAL DWGS)
GYPSUM TO BE FLUSH WITH EDGE
EXISTING STEEL BEAM
P1a
50mm SEMI-RIGID INSULATION EXTENDS 1200mm BELOW GRADE
EXISTING STEEL BEAM BEYOND
x
610
136.56
FLOOR FINISH (TO BE INSTALLED BY TENANT)
(T/O STEEL)
STRUCTURAL ELEMENTS (REF. STRUCTURAL DRAWINGS)
WOOD NOSING WITH SQUARE EDGE (REFER TO SPECIFICATIONS) FURRING POUR STOP
STEEL BEAM (REF. STRUCTURAL DWGS)
CONCRETE FINISH TO BE SEALED PER SPECIFICATIONS
P3a
150
x
VEHICLE SHOWROOM
HSS BRACE EMBEDDED IN THE WALL (REF. TO STRUCTURAL DWGS)
EXISTING ROOF ASSEMBLY
Vari.
44 158
x
x
x
715 190
200
82
25
PREFORMED METAL WALL SYSTEM 25mm FURRING 190mm BLOCK WALL
UNIT 107
NEW ROOF MEMBRANE
SLOPE
FLOOR FINISH (REFER TO SPECIFICATIONS)
Ref: 2 A-501
METAL FLASHING WITH DRIP EDGE
METAL FLASHING P3a FILL VOID WITH INSULATION P3a
50
STRUCTURAL ELEMENTS (REF. STRUCTURAL DRAWINGS)
M1
1 : 10
230 93
MEZZANINE
Section Detail - Arch. Panel at Roof Parapet
1
COLUMN WRAP
COLUMN WRAP BEYOND
9
A-7.0
Ref: 3 A-501
ALUMINUM WINDOW SYSTEM (VISION GLASS) REFER TO ELEVATIONS FOR OPTIONAL KALWALL LOCATIONS
25mm MIN. GAP
COLUMN REFER TO PLANS
1 : 10
715
VEHICLE SHOWROOM DRIVE ISLE
WALLS BEYOND
Section Detail - Arch. Panel at Floor Assembly Scale:
EXIT STAIRS 315
A
179
PROPOSED STEEL COLUMN BEYOND
FRAMELESS GLASS GUARDRAIL WITH WOOD TOP RAIL REFER TO SPECIFICATIONS & MANUFACTORING DWGS FOR ANCHORAGE REQUIREMENTS & DETAILS
10
A-7.0
Ref: 4 A-500
FIRESTOPPING CAULKING BOTH SIDS OF WALL FILL. ALL VOIDS & DECK FLUTES FILL WITH MINERAL WOOL FIRESTOPPING. REFER TO SPECIFICATIONS
EW12 P17
DOOR FRAME BEYOND (REFER TO DOOR SCHEDULE)
DOOR PANEL (REFER TO DOOR SCHEDULE)
1 : 10
MAX. 25mm GAP FROM UNDERSIDE OF METAL DECKING TO TOP OF CONCRETE BLOCK
GWB LAMINATED TO DOOR HEADER
PREFORMED METAL WALL SYSTEM BEYOND
Section Detail - LED Light at Exterior Wall
(TOP OF STEEL)
138.80
x
x
x
x
CONCRETE DOOR HEADER (REF. STRUCTURAL DWGS)
75
LEVEL 2 - ROOF
OWSJ (REF. STRUCTURAL DWGS)
SMOKE SEAL REFER TO SPECIFICATIONS
EW12 P17 P23b
EW1
143.22
1100
BEAM BEYOND (REF. STRUCTURAL DWGS)
STEEL BEAM (REF. STRUCTURAL DWGS)
550
141.34
410
580
73
CONTINUOUS METAL FLASHING
EXISTING ROOF
WALL BEYOND
Scale:
SLOPE
STEEL FRAMING (REF. STRUCTURAL DWGS)
610
HSS BEAM (REFER TO STRUCTURAL DWG's)
P2a
12
R3
BASE METAL FLASHING
550
(T/O FLOOR)
SLOPE
(T/O STEEL)
PROPOSED STEEL COLUMN (REFR TO STRUCTURAL DWG's)
A-7.0
CANT STRIP
150
21
PREFINISHED METAL AT FASCIAL FINISH WATERPROOFING MEMBRANE EXTERIOR SHEATHING METAL STUDS FILLED WITH BATT. INSULATION
VARIES
EXTERIOR
26
TO BE SITE VERIFIED
VEHICLE SHOWROOM
LED STRIP LIGHT (REF. ELECTRICAL DWG's)
PROVIDE ADDITIONAL SLOPED INSULATION AT FLAT AREAS SLOPING TOWARDS DRAINS
150
92
A2 1030
COLUMN BEYOND
CONTINUOUS METAL FLASHING
68
METAL FLASHING ROOF MEMBRANE TYPICAL ROOF COPING
230 85
165
EW12 VOID P4a
9 39
201 138
GRANULAR FILL (REFER TO GEOTECH)
PROPOSED STEEL COLUMN BEYOND
41mm STEEL STUDS
228 x
x
x
x
1 HR RATED COLUMN WRAP BEYOND (ULC X528) (REFER TO PLANS)
WALL BEYOND
OWSJ BEYOND STEEL BEAM BEYOND (REF. STRUCTURAL DWGS)
COLUMN REFER TO PLANS
VEHICLE SHOWROOM DRIVE ISLE
8
A-7.0
158
VEHICLE SHOWROOM
EXISTING STEEL COLUMN BEYOND
1015
196 354
Section Detail - Mezz. Edge at Drive Aisle Scale:
COLUMN WRAP (REF. PLANS FOR LOCATION & DETAIL)
1 : 10
7
Section Detail - Warehouse Clearstory at Existing Roof
A-7.0
Ref: 4 A-400
Scale:
1 : 10
6
A-7.0
Ref: 2 A-502
Section Detail - Masonry at Ramp - Commercial Scale:
1 : 10
5
A-7.0
Ref: 3 A-500
Section Deatil - Arch. Panel on Foundation at Grade Scale:
1 : 10
NOTE: DRAWINGS NOT TO SCALE. ACCURATE ON 36" X 48" SHEET SET.
Ref: 2 A-501
A2 201 100 10
191
161 114
VEHICLE SHOWROOM
LINE OF CONCRETE CURB BELOW
286
P23b BELOW P4a
EW12
130
568
P17
VEHICLE SHOWROOM WASHING AREA
136.36
ENTRY 112
450 LED LIGHT STRIP
STEEL HSS BRACING (REF. STRUCTURAL DRAWING)
136.36
PIPE CHASE
FURRING BELOW SEE EW12 NOTES
P1a
300
COLUMN & STEEL PLATE ON CONC. PEDESTAL (REFER TO STRUCTURAL DRAWINGS)
7
UNIVERSAL WASHROOM
P6
CONCRETE PIER 300 x 600mm (REF. STRUCTURAL DRAWINGS)
73
P3a 138.80
CONC. BLOCK WALL BELOW
450
136.36
ELECTRICAL OUTLET 12" AFF (REF. ELECTRICAL DWG's)
223
PROPOSED STEEL COLUMN (REF. STRUCTURAL DWG's)
82
x
150mm S.O.G. (REF. STRUCTURAL DRAWINGS)
P3a
300
PREFORMED METAL WALL SYSTEM HORIZONTAL HSS SUPPORT ABOVE
140
128
x
87 180
38 P15
OVERHEAD ROLL UP/ COIL DOOR
131
P17 P15
138.80
77 P6
77
90
150mm S.O.G. (REF. STRUCTURAL DRAWINGS)
136.36
77
600
51
25
136.36
RECEPTICAL REFER TO ELECTRICAL DRAWINGS
100
STEEL COLUMN (REF. TO STRUCTURAL DWGS)
x
EXIT STAIR
3-1
93
262
460
EXISTIG COLUMN
P1a
FIRE RATED CAULK AND GROUT CONTROL JOINT
P17
NOTE: NUMBER AND LOCATION OF LED STRIP LIGHTS VARY PER COLUMN. REFER TO ELECTRICAL DWG'S.
P23a
x
STUD FILL AS REQ'D x
90
P23a
PROPOSED COLUMN
PROPOSED SLAB ON GRADE
3-1
CAULKING
315
253 CORNER BEAD
165
CONC. BLOCK WALL BELOW
16mm GYPSUM WALLBOARD 41mm STEEL STUDS FILL VOID w/ MINERAL WOOL (ULC X528)
136.36
x
131
8
EXISTING SLAB ON GRADE
CORNER BEAD
PREFORMED METAL WALL SYSTEM HORIZONTAL HSS SUPPORT ABOVE
1 HR RATED
440 EW12
METAL FLASHING
190
P1a
EXTERIOR
630
62
92
131
LED LIGHT STRIP FLUSH WITH GYPSUM (REFER TO ELECTRICAL DWG's)
412
385
100
601 97
75
136.36
UNIT 107 136.36
EW12
HAT CHANNEL
VEHICLE SHOWROOM
EXTENT OF EXISTING SLAB & NEW SLAB
ADDITIONAL PANEL SUPPORT AS REQUIRED BY MANUFACTURE
VAPOUR BARRIER
AIR/MOISTURE MEMBRANE
641
300
A
1500
EW1
An
LED LIGHT STRIP, CHANNEL ALIGNED AND FASTENED TO EDGE OF GYPSUM
CONC. PIER
A2
SELECTED_WORKS PORTFOLIO
A1n
25 77
165
EW12
140
212
77
54
406
A1n
P4a
LED LIGHT STRIP, CHANNEL ALIGNED AND FASTENED TO EDGE OF GYPSUM
P23b BELOW
HORIZ. HSS
201
4
A-7.0
Plan Detail - Columns with Light Feature Scale:
1 : 10
Ref: 1 A-200
3
A-7.0
Plan Detail - Rolling Door Frame at Drive Aisle Scale:
1 : 10
Ref: 1 A-200
2
A-7.0
Plan Detail - Retail Demising Wall at Exterior Corner Scale:
1 : 10
Ref: 1 A-200
1
A-7.0
167
Plan Detail - Vehicle Showroom Exterior Wall at Structural Pier Scale:
1 : 10
Ref: 1 A-200
A-7.0
HORSE-MAN-SHIP 44°59’31.70”N | 64° 7’0.76”W | WINDSOR, NOVA SCOTIA 50 ACRE MIXED-USE INSTITUTIONAL REDEVLOPMENT 3.1 ACRE EQUINE PARCEL ARCH 5007 | SUMMER 2023 DALHOUSIE UNIVERSITY | SCHOOL OF ARCHITECTURE
GOETTMANN
A NOD TO THE CANNON: HorseManShip alludes to the design influences and context in which it exists. The project attempts to address equine welfare, recreation and showcasing. The project also addresses man, meaning here society in its entirety- the citizens of Windsor, and the Annapolis Valley- by preserving their agricultural way of life and traditions. Lastly, the project also addresses the construction context of using a wood structural system, similar to shipbuilding, a theme in the Minas Basin area. The site masterplan, especially in relation to the equine quadrant, is designed with the idea of the North American farmstead in mind. The masterplan celebrates a Hack Trail feature, which rings the exhibition grounds, and touches each quadrant of the development. It is intended for public recreation use, as a nature and riding trail. It allows for equine education, an appreciate for the local ecology, and acts as a supplementary circulation circuit on the site. The project focused on putting forth an Education Center. The 9000 sq. ft (835m2) design integrates classroom learning, seminar holding, library access and equine laboratory testing, through a collaborative interchange between students of all ages and riding abilities, equine professionals, guest clinicians, and community members. The central spine -nave- of the design holds a gallery space for the West Hants Agricultural/ Historical Society to display material. The design breaks from the traditional barn-like form when the angled curtain wall glazing slices open the massing to expose the interior wood structure, and to take advantage of the views into the adjacent pastures and stables beyond. Additionally, stables, run-ins and an indoor dessage schooling arena are designed -broadly- to explore concepts of equine welfare through architecture.
08
RK PA
01. INDOOR WESTERN AREA 02. INDOOR ENGLISH AREA 03. INDOOR SCHOOLING AREA 04. EDUCATION CENTER 05. STABLE 06. RUN-IN 07. PARKING/ LOADING 08. GREENHOUSE 09. GREENHOUSE MARKET 10. RESIDENCE
D R
DU IN
20
AL
RI ST
11. MARKET 12. WEST HANTS SPORTS COMPLEX 13. INDOOR EXHIBITION 14. OUTDOOR EXHIBITION/ ARENA 15. HACK TRAIL 16. SITE ROAD 17. INFORMAL PATHWAY 18. FORMAL PATHWAY 19. PASTURE 20. PLANTER
09 TRUE NORTH
PROJECT NORTH
DR
HA
09
O
TH
IC
D
R
19
SELECTED_WORKS PORTFOLIO
Y W
TH ES
RV
16
TR
EG
05
18
14
17
14 04 11
14 03
02
07 12 13 W
01
EN
L IA
N
N
RD
TE
OR TH
N CE
TW
R
D
14
LE
CO DR
CONTEXT MASTERPLAN 1:2500
VIGNETTE 01 NORTHWEST VIEW - CAFE AND CLERESTORY
VIGNETTE 02 NORTHEAST VIEW OF LOUNGE SPACE AND PASTURES BEYOND
VIGNETTE 03 SOUTHEAST VIEW THROUGH GALLERY TO LABRATORY
GOETTMANN
10
CLERESTORY ELEMENTS
METAL ROOFING
WOOD + METAL CROSS- BRACING
STRUCTURAL WOOD DECKING
BIRD’S EYE VIEW - LOOKING NORTHWEST DIGITAL SITE MODEL
GLUE-LAM | POST + BEAM STRUCTURE
GOETTMANN
CELEBRATED CURTAIN WALL
SLAB ON GRADE + FOUNDATIONS
AXONOMETRIC DIAGRAM - STRUCTURE VS. ENVELOPE
11
FLOOR PLAN - SINGLE STORY 1:200
D7
D8
LEGEND: A1 TACK ROOM A2 FEED ROOM A3 GROUP HOUSING STALL A4 GROOM TIE-IN A5 VETERNARY/ STALLION STALL A6 WASHROOM A7 LOCKER ROOM A8 OUTDOOR STALL A9 WET STALL
C6
C4
C1
C1 MECHANICAL C2 WASHROOM C3 STORAGE C4 CLASSROOM C5 SEMNAR C6 LIBRARY C7 CAFE/ LOUNGE C8 ADMINISTRATION C9 EQUINE LABRATORY
B1 PICNIC AREA B2 PADDOCK RUN-IN
C5
C4
C3
D1 VIEWING D2 DRESSAGE/ SCHOOLING ARENA D3 MECHANICAL D4 WASHROOM D5 CLINIC ROOM D6 ADMINISTRATION D7 STORAGE D8 TIE-IN
D2
PROJECT NORTH
A9
TRUE NORTH
GOETTMANN
12
13
B.
C.
- 1O LAYER GLU-LAM BEAM/ RAFTER RESTING ON GLU-LAM 3 LAYER COLUMN. - MODIFIED STEEL COLUMN CAP AND STEEL KNIFE PLATE WITH DOWELS. - BEAM DEPTH OF (50cm) - 3 LAYER GLU-LAM GIRDERS CONNECTED TO BEAM BY MODIFIED STEEL ANGLES WITH SCREWS. - STEEL CONNECTIONS 1cm THICK
- 5 LAYER GLU-LAM COLUMN SECURED TO CONCRETE GRADE BEAM WITH MODIFIED STEEL POST BASE. -BOLT, LAG SCREWS AND ANCHOR BOLT. -STEEL 1cM THICK.
SELECTED_WORKS PORTFOLIO
A. - 3 LAYER GLU-LAM COLUMN CONNECTED TO CONCRETE FOUNDATION WALL WITH MODIFIED STEEL POST BASE, WITH BOLTS, LAG SCREWS AND ANCHOR BOLT. - ANGLES CONNECT WOOD CURTAIN WALL FRAMING MEMEBERS (2”x10”) TO COLUMN. - STEEL MEMBERS 1cm THICK. FOUNDATION WALL 50cm THICK.
F. E. D.
C.
B. A.
MOMENT MODELS CONSTRUCTION CONNECTION DIAGRAMS 1:5
D. - 5 LAYER GLU-LAM COLUMN CONNECTED TO 10 LAYER GLU-LAM BEAM, AND 10 LAYER GLU-LAM BEAM/ RAFTER. - BEAM AND RAFTER DEPTH 50cm - EMBEDDED STEEL KNIFE PLATES WITH DOWELS. - WELDED STEEL SHOE ANGLE BRACKET WITH LAG SCREWS AND DOWELS.
E.
F.
- EXPOSED ALUMINUM STRAPPING (5mm THICK) FASTENED WITH SCREWS TO 2”x10” LUMBER MEMBERS - WELDED STEEL ANGLES (1cm THICK) CONNECT 2”x10” MEMBERS TO GLU-LAM COLUMNS (5 LAYERS OF 2”x10”)
- 5 LAYER GLU-LAM ARCH RAFTERS CONNECTED AT CROWN WITH STEEL SLIDE PLATES WITH BOLTS. (2cm THICK PLATES) - BEAM CONNECTED TO 5 LAYER GLU-LAM COLUMN WITH STEEL KNIFE PLATE AND DOWELS. - 3 LAYER GLU-LAM GIRDERS CONNECTED TO COLUMN WITH MODIFED STEEL ANGLE FASNTERS AND BOLTS. (1cm THICK)
GOETTMANN
PROJECT PROPOSAL VIDEO:
https://youtu.be/0yDf8aQMw1M ARCH 540 | FALL 2022 ACADEMIC PROJECT | SITE: BELLA COOLA, BC, CANADA UNIVERSITY OF BRITISH COLUMBIA SCHOOL OF ARCHITECTURE AND LANDSCAPE ARCHITECTURE
14
Within a mainland fjord, located in Nuxulk territory and along the northern edge of the Bella Coola River, this project- Cedar Site, celebrates the shaded atmosphere of Western Red Cedar groves; the homes and buildings could be “temples in half-light”. Basked in sun coming from the south side of the valley, yet shaded by the old growth forests and established steep lands. Lean-to outfitting cabins can be built in initial project phases to support the larger proposal. Cedar site nestles into Four Mile Mt., gaining views over the valley, while maintaining safety and longevity of infrastructure. Wood is an archive of the environment in which the tree has lived; its growth rings, knots, and grain bear witness to the geological and physical past of the forest. Even in decay, cedar trees hold stories. Everything is connected in cyclical nature. Gravel roadways could lay the groundwork for creating accessible home sites, and connecting infrastructure services back to Four Mile and Bella Coola proper. Homes could be clustered to create micro neighborhoods, in which the built homes are like arrows piercing the forest. At its peak, some 800 people could be provided a home.
Designs accommodate families, young couples and elderly needs. Temporary or seasonal residents are designed for as well. Outside activities and food preparation is encouraged by a system of wood decks, boardwalks and footpaths- connecting to workshops, smokehouses, gardens, community spaces and commercial areas. Drawing inspiration from cedar leaf scales, the site negotiates mountainous terrain by following naturally occurring contour shelfs and clustering home neighborhoods. Cedar site addresses a desire to reclaim and develop traditional Nuxulk territory. While keeping in mind a changing landscape. Where the River water levels are in flux from climate change as well as wildfire followed by flooding events. The site anticipates the completion of the 6000 year old traditional ooligan grease trail by Nuxulk trail builders, and seeks to place new educational and community facilities in close proximity. Home construction can utilise a façade design that recalls traditional cedar plank siding, historically harvested and crafted by the Nuxulk. A contemporary rendition can keep in with proportions while innovating a connection technique.
GOETTMANN
BELOW: SITE AREA CONDITIONS RIGHT: TERRITORY SIZE GRAPHIC
16 FOUR MILE MT.
CEDAR SITE
60m
BELLA COOLA RIVER
BELLA COOLA
20m
10m
4 MILE
BELLA COOLA RESERVE 1 NUXULK MT.
SITE PLAN | SCALE 1: 8,500 | TOPOGRAPHIC 10m INTERVALS
SELECTED_WORKS PORTFOLIO
MT. FOUGNER
17
CONNECTION OF WIDER COMMUNITIES WITHIN NUXULK TERRITORY
NEGOTATION OF MOUNTAIN TERRAIN
MAIN STREET GATHERING
INFRASTRUCTURE TO FOLLOW HISTORICAL SITE PRECENDENCE
CEDAR SCALED NEEDLE GROWTH
SELECTED_WORKS PORTFOLIO
ELEVATIONS OF HOUSE 02- LOW SLOPE CONDITION
SITE MORPHOLOGY INFLUENCE
NEIGHBOORHOOD SITE PLAN - SCALE 1:500 PHASE 02 - 5-10 YEARS
GOETTMANN
18
19
BEDROOM
BATHROOM MIXED USE
2ND LEVEL
2ND LEVEL
DINING LIVING
COMBINED COMBINED
FOOD PREPERATION
UTILITY/ STORAGE
GROUND LEVEL
GROUND LEVEL
PROGRAM DIAGRAM HOUSE 02 - LOW SLOPE CONDITION
PROGRAM DIAGRAM HOUSE 01 - HIGH SLOPE CONDITION
6
4
9
3
1
4
1
1
7 4
HOME 01- HIGH SLOPE CONDITION FAMILY UNIT - SLEEPS UP TO 8 PEOPLE ( TYP. 5 PEOPLE)
1- BEDROOM 2- BATHROOM 3- KITCHEN 4- LIVING/ SLEEPING COVE 5- STORAGE/ UTILITY 6- FOOD PREP. 7- UTILITY 8- MULTI-USE 9- DINING
SELECTED_WORKS PORTFOLIO
LEVEL 1 + 2 FLOOR PLANS SCALE 1:500
20
21 - 25 YEARS PHASE 05: - COMPLETE BOARDWALKS AND HOME TYPE 01 - INTRODUCE HOME TYPE 02 AND CONNECT WITH BOARDWALKS
13 - 20 YEARS PHASE 04: - COMPLETE MAIN STREET WITH COMMERCIAL SPACES AND MIXED-USE SPACE
PHASE 03: - BEGIN BUILDING BOARDWALKS IN TANDEM WITH GREASE TRAIL OUTFITTERS - BEGIN BUILDING COMMUNITY AND EDUCATIONAL FACILITIES ALONG MAIN STREET TO SERVICE INTRODUCED HOME TYPE 01
2X6 FRAMING (24”O.C.) WITH MINERAL WOOF BATT INSULATION R28
PHASING SEQUENCE
3/4” PLYWOOD SHEATHING CONT. PEEL AND STICK AIRTIGHT MEMBRANE (AVB) 8” RIGID INSULATION R32 1X3 VERTICAL SPF STRAPPING/ DRAINAGE CAVITY/ 1X3 HORIZONTAL SPF STRAPPING CEDAR PLANK CLADDING “DOUBLE TOUNG AND GROOVE”
3 - 5 YEARS PHASE 02: - BUILD SECONDARY ACCESS ROADS TO ENTIRE SITE - RUN COMMUNICATION LINES AND SERVICE LINES (NATURAL GAS ETC.) TO ENTIRE SITE - BUILD SWALES AND SET AREAS FOR SEWAGE TREATMENT
0 - 3 YEARS PHASE 01: - BUILD BRIDGE CONNECTION OVER BELLA COOLA RIVER - BUILD PRIMARY ACCESS ROADS TO ENTIRE SITE
CEDAR PLANK FACADE INFLUENCE EMPHASIS ON LOCAL FABRICATION AND MILLING
SELECTED_WORKS PORTFOLIO
INTERIOR FINISH PAINT, 1/2” PLYWOOD
6 - 12 YEARS
GOETTMANN
SCHEMATIC BUILDING SECTION HOUSE 02 (LEFT) | HOUSE 01 (RIGHT) SCALE 1:250
22
VIGNETTE- INTERIOR OF HOUSE 02
VIGNETTE- INTERIOR OF HOUSE 01
SELECTED_WORKS PORTFOLIO
VIGNETTE- BOARDWALK APPROACH
OUTRO EXCERPT Awardees: Emma Gagnon, Leandra Jill Goettman, Marcus Van Vilet
WINNING PROJECT: STUDENT ACHIEVEMENT AWARD 2023 THE CANADIAN ASSOCIATION IF HERITAGE PROFESSIONALS (CAHP) A PATHWAY FOR MEMORIES | SYDNEY HARBOUR DEFENSE SYSTEM SYDNEY, NOVA SCOTIA
Our design incorporated accessibility to the sites with a minimal intervention approach, and was based on a strong understanding of the area’s cultural landscape attributes. The proposed interpretive centre and museum would introduce a meaningful visitor experience and provide an expanded local public education program on the history of the WW2 Homefront in Canada’s Maritimes.
THANK YOU FOR YOUR CONSIDERATION LEANDRA JILL GOETTMANN
23