PORT FOLIO
DAE HEE KIM
BArch Sc 2022 0510dhkim@gmail.com 647.720.1236
KIM DAEHEE
PORTFOLIO 2008-2022
0510dhkim@gmail.com 647.720.1236
DAE HEE KIM
T. 647.720.1236
E. 0510dhkim@gmail.com
A. #3609 - 197 Yonge St.
W. https://issuu.com/kdhee/docs/kdh_portfolio Toronto, ON, Canada
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Academic background
Ryerson University, Toronto, ON., Canada [September 2008 - May 2013]
Department of Architectural Science
Graduated with Bachelor of Architectural Science Experience
Ryerson University Architecture Studio study abroad, Heifei, China [May 2011 - July 2011] Collaboration with Hefei University Graduate students
Arcadis IBI Group, Toronto, ON., Canada [April 2021 - Current]
Job Captain
0510dhkim@gmail.com 647.720.1236
gh3*, Toronto, ON., Canada [September 2013 - September 2018, March 2020 - April 2021]
Architectural Designer / Project Coordinator / Job Captain / BIM Manager
Borden Park Natural Swimming Pool, Scholars Green Park II, 22 Balliol, Rocket Condo,
CORE Architects,Toronto, ON, Canada [December 2019 - March 2020]
Architectural Designer
Free-lance, Self -employed, Toronto, ON., Canada [December 2011 - February 2019]
Square One Distrcit Condos Phase 1 & 2 Tippett Black, 500 Wilson, 2450 Victoria Park, Tretti Condominiums, Davenport Diamond Guideway Public Realm, North East Transit Garage, Storm Water Facility, Metrolinx Regional Express Rail, etc... Restaurant Makeovers
Software skills Achievements
RAIC Award of Excellence for Innovation in Architecture [2019] Civic Trust International Award [2021]
Governor General’s Medal in Architecture [2020] OAA Design Excellence Award [2020]
Canadian Architect, Award of Excellence [2014]
Borden Park Natural Swimming Experience, Edmonton, AB, Canada ($11m)
Canadian Architect, Award of Excellence [2016]
North East Transit Garage, Edmonton, AB, Canada ($180m)
Canadian Architect, Award of Excellence [2014]
Borden Park Natural Swimming Experience, Edmonton, AB, Canada ($11m)
Nuit Blance Exhibition [2013]
Revita Light
Extreme Redesign Top Ten Qualification [2013]
EZ driver
Word Powerpoint Excel
MS Office Suite 2D / 3D modelling 2D 3D Rendering
Adobe Creative Suite Photoshop After Effects Lightroom Illustrator Indesign
Autodesk AutoCAD Revit 3ds Max Rhinoceros 3D Google Sketchup
Corona Renderer (3ds Max) Chaos Group Vray
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KIM DAEHEE
CURRICULUM VITAE
2008-2022
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@gmail.com 647.720.1236 PORTFOLIO 2008-2022
01 02 03 0510dhkim
l Dae Hee Kim l 5 6-15 16-23 24-31 32-39 40-51 52-59 04 05 06 SORRENTO INSTRUCTOR GEORGE T. KAPELOS CENTER FACILITY DESIGN RU.ARC.820-W2013 TIPPETT DEVELOPMENT PROFESSIONAL WORK gh3* architect 2015 - PRESENT TORONTO, ON NETG EDMONTON, AB PROFESSIONAL WORK gh3* architect 2015 - PRESENT PROFESSIONAL WORK gh3* architect NSE EDMONTON, AB 2014 - 2018 TORONTO MUSEUM PROJECT MUSEUM DESIGN RU.ASC.620-W2011 INSTRUCTOR : JULIE OURCEAU DAVENPORT DIAMOND PROFESSIONAL WORK gh3* architect TORONTO, ON 2017 - PRESENT
NSE EDMONTON, AB 2014 - 2018
PROFESSIONAL WORK : gh3* architect
gh3* Team: Pat Hanson, Raymond Chow, John Mckenna
Client: City of Edmonton Completition: 2018
Awards: 2014 Canadian Architect Award of Excellence building) to accommodate a new site entrance, new unisex/family change rooms, male and female washrooms, locker areas, staff facilities, first-aid room, admission and concession space, mechanical rooms and storage space.
The Borden Park NSE includes full demolition of the 1950’s swimming pool and pool deck, specifically, the eastern L-shaped pool building and the ancillary male and female washrooms to the west of the complex. The existing 1950’s concession/storage/pool mechanical building to the west of the pool is to be retained and will receive minor modifications to render it suitable for use as a storage space for the new facility. A small pavilion to the west of the refurbished mechanical building will also be restored to its original condition.
A new seasonal building with a total area of 670m2 is proposed to the east (on the site of the demolished L-shaped
Proposed site works include construc tion of a new 700m2 concrete natural swimming pool, 100m2 concrete natural kiddies pool, 100m2 vinyl lined regeneration pool and 205m2 planted regeneration area, concrete pool deck with outdoor shower pads, sand-play beach areas, and wood deck amenity and picnic areas. Existing trees are re moved where there is a conflict with the new pool complex, and replanted else
where on the site and in the vicinity of Borden Park where possible. Some new tree planting is proposed as part of the landscaping works to provide screening of the swimming pool area from Bor den Park Road to the North West. Site boundary enclosures include a 3.0m high fence to the south of the proposed pool deck and a 3.6m high gabion wall to the north and west.
* Professional (gh3*)
** design, modelling, rendering, ** construction drawings *** 5 years
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l Dae Hee Kim l 9 1 1 2 2 3 3 4 4 5 5 7 7 8 8 9 9 10 10 12 12 Ax Ax Bx Bx P2 B B A A 11 11 12x 12x P1 P4 P5 W1 1 A5.03 1 A5.03 6 6 9950 475 B U L D N G W D T H 10900 5690 5690 5690 5690 5690 5050 9200 5520 5520 5520 10140 BUILDING LENGTH 69400 5 A5.03 5 A5.03 9950 F F 5 A6.01 2 A5.03 2 A5.03 6 A5.03 6 A5.03 3 A5.03 3 A5.03 F1 9 A9.14 1 A9.01 WOMEN RM 06 MEN RM 05 W1 P1 P1 P1 P4 W1 P1 CM1 CM3 W2 CM2 W1A W1A P1 P3 P3 P1 AD27 AD29 F1 AD28 AD18 AD25 AD23 AD31 AD30 P2 P2 P2 GL3 P1 P4 CHANGE STALLS RM 02 UNIVERSAL RM 04 JANITOR RM 03 ENTRANCE LOBBY RM 01 1 A8.00 A8.00 A8.00 A8.00 5 A8.00 A8.00 A8.00 A8.00 9 A8.00 10 A8.00 11 A8.00 12 A8.00 CHANGE STALLS RM 02 W1 W1 W1 W1 W1 P2 TICKETING RM 07 A9.06 CONCESSION RM 08 SAFE ROOM RM 09 STORAGE RM 10 STAFF W/C RM 11 STAFF KITCHEN RM 12 STAFF AREA RM 13 MANAGER RM 16 FIRST AID RM 18 STAFF ACCESS RM 17 ELECTRICAL ROOM RM 19 IT ROOM RM 20 MECHANICAL ROOM RM 21 1 A8.01 A8.01 A8.01 2 A8.01 12 A8.01 13 A8.01 14 A8.01 15 A8.01 16 A8.01 17 A8.01 18 A8.01 19 A8.01 A8.02 A8.02 3 A8.02 A8.02 5 A8.02 A8.02 A8.02 8 A8.02 CL.O. 7800 P1 P1 P1 PX1 W1 1975 6060 1915 SECURE GATE 1704 1704 1704 1704 1350 2354 1350 CL.O. 609 CL.O. 609 3462 SECURE GATE 1950 1704 1704 1704 1704 2 A9.03 1 A9.05 A9.03 2 A9.04 4 A9.04 A9.04 7 A9.04 AD10L AD11L AD09L AD08L AD19 F1 AD17 AD16 AD01L AD14L AD02L AD03L AD15 AD04L AD05L AD06L AD07L F1 1 A9.10 1 A9.11 4 A9.11 1x 1x 7 A6.02 FE-2 FE-1 FE-1 FE-1 2501 2478 7088 5574 4204 6 A6.02 AD32 1908 1 A9.08 1 A9.06 17 A9.07 9 A9.09 A9.05 1 A9.07 6 A9.12 CORRIDOR RM 15 P2A P2 P2 P2 P1 CM3 F2 F1 1593 23 24 25 26 27 28 29 30 31 32 33 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 F1 1440 AD20 WIN1 WIN1 WIN1 WIN1 AD08R AD09R AD10R AD11R AD02R AD03R AD01R AD14R AD07R AD06R AD05R AD04R CL.O. 1950 CL.O. 1950 2 A5.01 A5.01 A5.01 3 A5.01 A5.01 ø 525 5 15 5 NEPTUNE FILTER REFER TO LAMDSCAPE & POOL MECHANICAL PERIMETER LINEAR TRENCH DRAIN DASHED LINE INDICATES CEILING PANEL LAYOUT FOR REFERENCE REFER TO RCP A3.01 CL.O. 609 CL.O. 609 3098 904 2696 CL.O. 1950 1975 1115 2603 2913 3660 761 CL.O. 1950 1425 EQ EQ 3120 975 1120 3108 STAFF ACCESS MAIN ENTRY 725 4000 1084 2824 5841 1393 CL.O 580 2326 CRITICAL
REFER TO REFLECTED CEILING PLAN A3.01 FOR GRID LAYOUT AND WALL ALIGNMENTS 475 1118 CL.O 609 2486 359 56 2484 1110 3447 AD26 1 A9.14 2 A9.14 3 A9.14 W3 PUBLIC ACCESS PUBLIC ACCESS PUBLIC ACCESS F2 F2 PUBLIC ACCESS 4880 2177 2487 2797 3107 675 676 3897 450 C.O. 1950 975 975 WIN1 AD33 P1 GROOMING STATION GROOMING STATION GROOMING STATION ø152 ø1525 590 590 3438 CORRIDOR RM 14 WIN1 2293 CL.O 609 2486 150 150 1915 5955 FL DR FL DR 171 3429 481 3119 3191 2809 15 350 8 A6.02 scale: 100-55 Ossington Avenue Toronto t. 416 915 1791 f. 416 915 HE C TY OF drawn by: checked by: reviewed by: CAD file name: date: date: date: project: location: consultants: consultant project no. permit: seal: drawing title: 2016 02 29 2016 02 29 100 C U e s M P 1 D c m e N S E C M P 1 LEVEL 1 Author Approver Checker BORDEN PARKSWIMMING EXPERIENCE BORDEN PARK 11200 74 STREET NW 100 A2.01 A5.01 MAIN FLOOR 1 No. DESCRIPTION 1 ISSUED FOR Issue Description FINISH FLOOR 0 1 2 3 4 5 7 8 9 10 12 11 1 A5.03 6 5 A5.03 2 A5.03 6 A5.03 T.O. GABION WALL 3500 4 A9.04 1x 6 A6.02 1177 462 772 1082 324 276 1018 550 2025 2025 2025 1000 1000 AD05R AD05L AD06L AD06R AD07L AD07R AD08L AD08R AD09L AD09R AD10L AD10R AD11L AD11R AD14L AD14R AD04R AD04L 26 56 00 28 23 00.A1 28 23 00.A3 28 23 00.A1 28 23 00.A1 28 23 00.A1 28 23 00.A1 07 52 00.A1 05 50 00.A5 28 23 00.A1 26 56 00 26 56 00 26 56 00 26 56 00 26 56 00 26 56 00 26 56 00 28 23 00.A3 W1 W1 W1 W1 W1 W1 W1 W1A 1 A9.15 TOP OF LIGHT FIXTURE 3313 28 23 00.A1 WIN1 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ GABION VENEER ON BLOCK WALL DASHED LINE INDICATES DIAPHRAGM REINFORCING 8 A6.02 1350 2 A9.19 1 2 3 4 5 7 8 9 10 12 11 1 A5.03 6 5 A5.03 5 A6.01 2 A5.03 6 A5.03 T.O. GABION WALL 3500 1x 6 A6.02 WIN1 WIN1 AD03L AD03R AD02R AD02L AD01R AD01L WIN1 WIN1 WIN1 26 56 00 05 50 00.A5 07 52 00.A1 1500 A B A B A 1 A9.19 DRAWINGS ALL EXISTING REPORT BEFORE THESE "ISSUANCE: gh3, seal: notes: 100 A5.01 A2.01 WEST ELEVATION 1 KEYNOTE LEGEND DIVISION REF.DESCRIPTION 05 50 00.A16.4MM MILD STEEL PLATE 05 50 00.A5STEEL LADDER 07 52 00.A1SINGLE LEAF METAL ROOF SCUTTLE 26 56 00EXTERIOR LIGHTING 28 23 00.A1EXTERIOR SECURITY CAMERA 28 23 00.A3PERIMETER INTRUSION DETECTOR No. GABION HEIGHTS A-467mm B-543mm C-617mm
ALIGNMENT:
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WALL STRUCTURES 07 40 00.A1GALVANIZED WELDED WIRE GABION 07 40 00.A2PVC PIPE 07 40 00.A36MM GALVANIZED METAL BOX OUT 07 51 00.A2COVERBOARD 07 52 00MODIFIED BITUMINOUS MEMBRANE 07 62 00.A3STAINLESS STEEL FLASHING 07 92 00.A3SILICONE CAULKING 08 13 00METAL DOORS 08 70 00HARDWARE 09 22 16NON-STRUCTURAL METAL
l Dae Hee Kim l 13 FINISH FLOOR 0 Bx B By T.O.SAND 150 07 40 00 REFER TO MECHANICAL FOR CAST IN PLACE GUTTER INSIDE SEE STRUCTRAL FOR STEEL COLUMNS 07 40 00 05 01 20 PROTECT STRUCTURAL STEEL PVC PIPE 22 05 90 GRADE BEAM STEPPED DOWN ONLY ON POOL SIDE GRIDLINE B 07 40 00.A1 07 40 00.A2 150 LAP CONTINUOUS MEMBRANE UP VERTICAL FACE OF SLAB LAP MEMBRANE OVER STEEL COLUMN BASE PLATE 07 26 00 Bx T.O. ROOF PARAPET 3600 B T.O. BEAM 3060 By T.O. GABION WALL 3500 U.S. STRUCTURAL DECK 3160 125 % 06 20 00.A1 07 26 00.A4 05 01 20 05 01 20 475 700 475 475 581 475 475 475 700 2600 C1 T.O. STRUCTURAL DECK 3200 U.S. FINISH CEILING 2600 05 03 10 07 62 00.A3 05 01 20 COVER BOARD 05 50 00.A1 R1 07 51 00.A2 09 22 16 05 01 20 07 62 00.A3 06 20 00 07 40 00 07 52 00 56 69 CANTILEVER STEEL BEAM REFER TO STRUCTURAL DRAWINGS 07 62 00.A3 07 92 00.A3 07 40 00.A2 125 348 647 07 26 00.A4 05 50 00 05 50 00.A3 05 50 00 07 21 00.F1 06 20 00.A1 GALVANIZED VOID FORMER BY GABION INSTALLER TO PROTECT STRUCTURAL STEEL 07 40 00.A3 07 40 00.A3 50 50 GALVANIZED VOID FORMER 459 SEE A9.16 FOR DIAGRAM GALVANIZED VOID FORMER 615 07 40 00.A1 PVC PIPE VOID FORMER BY GABION INSTALLER TO PROTECT STRUCTURAL STEEL PVC PIPE 280 CUTOUT IN PLYWOOD FASCIA TO RECEIVE BEAM 365 53 53 106 CONTINUOUS STEEL ANGLE FASTENED TO TOP OF GABION WALL ONLY INTERNAL GABION REIFORCING DIAPHRAGMS ON BOTH SIDES OF STEEL BEAM @ VOID FORMERS REFER TO SPECIFICATION Ax A T.O. BEAM 3060 Ay T.O. GABION WALL 3500 U.S. STRUCTURAL DECK 3160 6mm FINISHED HOT ROLLED METAL PLATE SOFFIT FASTENED WITH BLACK COUNTERSUNK SCREWS TO UNDERSIDE OF METAL STUD FRAMING SINGLE ACTION CENTER PIVOT HINGE PROVIDE ADEQUATE BLOCKING FRAMING CLEARANCE FOR PIVOT DOOR IN OPEN POSITION CENTERLINE OF PIVOT DOOR CLEARANCE 70 PANELLING LAYOUT OF FASCIA ALIGNED WITH WOOD PANELLED CEILING 08 13 00 06 20 00 OUTSIDE INSIDE 475 FACE OF FASCIA 581 CENTERLINE OF PIVOT 437 475 125 T.O. STRUCTURAL DECK 3200 05 01 20 05 02 10 R1 05 50 00.A1 FILL WITH SEMI-RIGID INSULATION 06 20 00.A1 07 52 00 07 52 00 CENTER OF PIVOT 437 05 50 00 MITRED CORNER 09 22 16 70 475 2600 C1 GABION WALL WIDTH 950 07 92 00.A3 07 62 00.A3 07 52 00 05 50 00.A1 05 50 00 EDGE OF METAL PLATE BEYOND 504 07 62 00.A3 29 80 125 1% 152 METAL FACED PLYWOOD FASCIA MILD STEEL CLADDING FINISH TO MATCH SOFFIT AND VERTICAL OPENING METAL LINERS 08 70 00 05 50 00 Ax A Ay INSIDE OUTSIDE EDGE OF PLATE LINER BEYOND 03 15 00.B4 CENTERLINE OF PIVOT AND DOOR DOOR CLEARANCE IN OPEN POSITION 08 13 00 03 35 00 03 35 00 150 slope to drain EDGE OF GABION BEHIND 5 A9.00 A6.01 DETAIL_SECTION @ WALL/ROOF 2 A9.00 A6.01 DETAIL_SECTION @ PIVOT DOOR HEAD MAIN 3 KEYNOTE LEGEND DIVISION REF.DESCRIPTION 03 15 00.B4EXPANSION JOINT 03 21 00REINFORCING STEEL 03 35 00CONCRETE FINISHING 05 01 20STRUCTURAL STEEL 05 02 10STEEL JOISTS 05 03 10STEEL DECK 05 50 00METAL FABRICATIONS 05 50 00.A16.4MM MILD STEEL PLATE 05 50 00.A3COLD FORM METAL FRAMING 06 20 00FINISH CARPENTRY 06 20 00.A119MM MARINE GRADE PLYWOOD 07 13 26SELF-ADHERING SHEET WATERPROOFING 07 21 00.F1SEMI-RIGID MINERAL INSULATION 07 26 00VAPOR RETARDERS 07 26 00.A4VAPOR RETARDER 07 40 00GABION RETAINING
FRAMING
FINISH FLOOR 0 Bx B By T.O.SAND 150 07 40 00 REFER TO MECHANICAL FOR CAST IN PLACE GUTTER INSIDE SEE STRUCTRAL FOR STEEL COLUMNS 07 40 00 05 01 20 PROTECT STRUCTURAL STEEL PVC PIPE 22 05 90 GRADE BEAM STEPPED DOWN ONLY ON POOL SIDE GRIDLINE 07 40 00.A1 07 40 00.A2 150 LAP CONTINUOUS MEMBRANE UP VERTICAL FACE OF SLAB LAP MEMBRANE OVER STEEL COLUMN BASE PLATE 07 26 00 Bx T.O. ROOF PARAPET 3600 B T.O. BEAM 3060 By T.O. GABION WALL 3500 U.S. STRUCTURAL DECK 3160 125 1% 06 20 00.A1 07 26 00.A4 05 01 20 05 01 20 475 700 475 475 581 475 475 475 700 2600 C1 T.O. STRUCTURAL DECK 3200 U.S. FINISH CEILING 2600 05 03 10 07 62 00.A3 05 01 20 COVER BOARD 05 50 00.A1 R1 07 51 00.A2 09 22 16 05 01 20 07 62 00.A3 06 20 00 07 40 00 07 52 00 56 69 CANTILEVER STEEL BEAM REFER TO STRUCTURAL DRAWINGS 07 62 00.A3 07 92 00.A3 07 40 00.A2 125 348 647 07 26 00.A4 05 50 00 05 50 00.A3 05 50 00 07 21 00.F1 06 20 00.A1 GALVANIZED VOID FORMER BY GABION INSTALLER TO PROTECT STRUCTURAL STEEL 07 40 00.A3 07 40 00.A3 50 50 GALVANIZED VOID FORMER 459 SEE A9.16 FOR DIAGRAM GALVANIZED VOID FORMER 615 07 40 00.A1 PVC PIPE VOID FORMER BY GABION INSTALLER TO PROTECT STRUCTURAL STEEL PVC PIPE 280 CUTOUT IN PLYWOOD FASCIA TO RECEIVE BEAM 365 53 53 106 CONTINUOUS STEEL ANGLE FASTENED TO TOP OF GABION WALL ONLY INTERNAL GABION REIFORCING DIAPHRAGMS ON BOTH SIDES OF STEEL BEAM @ VOID FORMERS REFER TO SPECIFICATION Ax A T.O. BEAM 3060 Ay T.O. GABION WALL 3500 U.S. STRUCTURAL DECK 3160 6mm FINISHED HOT ROLLED METAL PLATE SOFFIT FASTENED WITH BLACK COUNTERSUNK SCREWS TO UNDERSIDE OF METAL STUD FRAMING SINGLE ACTION CENTER PIVOT HINGE PROVIDE ADEQUATE BLOCKING FRAMING CLEARANCE FOR PIVOT DOOR IN OPEN POSITION CENTERLINE OF PIVOT DOOR CLEARANCE 70 PANELLING LAYOUT OF FASCIA ALIGNED WITH WOOD PANELLED CEILING 08 13 00 06 20 00 OUTSIDE INSIDE 475 FACE OF FASCIA 581 CENTERLINE OF PIVOT 437 475 125 T.O. STRUCTURAL DECK 3200 05 01 20 05 02 10 R1 05 50 00.A1 FILL WITH SEMI-RIGID INSULATION 06 20 00.A1 07 52 00 07 52 00 CENTER OF PIVOT 437 05 50 00 MITRED CORNER 09 22 16 70 475 2600 C1 GABION WALL WIDTH 950 07 92 00.A3 07 62 00.A3 07 52 00 05 50 00.A1 05 50 00 EDGE OF METAL PLATE BEYOND 504 07 62 00.A3 29 80 125 1% 152 METAL FACED PLYWOOD FASCIA MILD STEEL CLADDING FINISH TO MATCH SOFFIT AND VERTICAL OPENING METAL LINERS 08 70 00 05 50 00 FINISH FLOOR Ax A Ay T.O.SAND 150 INSIDE OUTSIDE EDGE OF PLATE LINER BEYOND 03 15 00.B4 CENTERLINE OF PIVOT AND DOOR DOOR CLEARANCE IN OPEN POSITION 08 13 00 03 35 00 03 35 00 150 slope to drain EDGE OF GABION BEHIND 100-55 Ossington Avenue Toronto t. 416 915 1791 f. 416 915 1. DRAWINGS ARE NOT TO BE ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES BEFORE COMMENCING ANY WORK. 2. THESE DRAWINGS ARE NOT "ISSUANCE: FOR CONSTRUCTION" © gh3, 2015 THE C Y OF project: location: consultants: consultant project no. permit: seal: notes: BORDEN PARKSWIMMING EXPERIENCE BORDEN PARK 11200 74 STREET NW T5B2A4 5 A9.00 A6.01 DETAIL_SECTION @ WALL/ROOF 2 1 A9.00 A6.01 DETAIL_SECTION @ PIVOT DOOR HEAD MAIN 3 KEYNOTE LEGEND DIVISION REF.DESCRIPTION 03 15 00.B4EXPANSION JOINT 03 21 00REINFORCING STEEL 03 35 00CONCRETE FINISHING 05 01 20STRUCTURAL STEEL 05 02 10STEEL JOISTS 05 03 10STEEL DECK 05 50 00METAL FABRICATIONS 05 50 00.A16.4MM MILD STEEL PLATE 05 50 00.A3COLD FORM METAL FRAMING 06 20 00FINISH CARPENTRY 06 20 00.A119MM MARINE GRADE PLYWOOD 07 13 26SELF-ADHERING SHEET WATERPROOFING 07 21 00.F1SEMI-RIGID MINERAL INSULATION 07 26 00VAPOR RETARDERS 07 26 00.A4VAPOR RETARDER 07 40 00GABION RETAINING WALL STRUCTURES 07 40 00.A1GALVANIZED WELDED WIRE GABION CAGE 07 40 00.A2PVC PIPE 07 40 00.A36MM GALVANIZED METAL BOX OUT 07 51 00.A2COVERBOARD 07 52 00MODIFIED BITUMINOUS MEMBRANE ROOFING 07 62 00.A3STAINLESS STEEL FLASHING 07 92 00.A3SILICONE CAULKING 08 13 00METAL DOORS 08 70 00HARDWARE 09 22 16NON-STRUCTURAL METAL FRAMING 22 05 90PLUMBING SPECIALTIES No. DESCRIPTION ISSUED FOR Issue Description
22 05 90PLUMBING SPECIALTIES
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TIPPETT DEVELOPMENT
TORONTO, ON
2015 - 2021
PROFESSIONAL
WORK : gh3* architect
gh3* Team: Pat Hanson, Raymond Chow, Mani Tabrizi, Allison Yung
Project Team: gh3* & Cumulus Client: Metropia \ Collecdev Completition: 2020
Currently under construction, the Tippet development is a new condo development by Metropia & Collecdev located Wilson Ave and Allen Rd. Toronto. Estimated to be completed 2020, this development includes a condo and a rental apartment with a total of 462 units.
* Professional (gh3*&Cumulus)
** design, modelling, market draw ings, market renderings, construction drawings *** 3 years
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l Dae Hee Kim l 19 14 m SETBACK PER MTO REQUIREMENTS (MTR) E.C. DN DN DN UP UP DN UP DN DN 7.5% 15% MPD D 5% A.501 DAYCARE 14 m SETBACK PER MTO REQU REMENTS A.501 A.502 A.503 A.502 A.503 TIPPET ROAD WILSON AVE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY L I NE PROPERTY LINE NEW MUNICPAL ROAD EXISTING ACCESS TO TTC WILSON STATION WILLIAM R. ALLEN EXPRESSWAY 14m SETBACK FROM PROPERTY LINE PER MTO REQUIREMENTS DAYCARE LIVE/WORK UNIT LIVE/WORK UNIT LIVE/WORK UNIT LIVE/WORK UNIT LIVE/WORK UNIT ENTERTAINMENT ROOM AMENITY DAYCARE DAYCARE PRIVATELY OWNED PUBLICALY ACCESSABLE OPEN SPACE AT GROUND LEVEL NORTH OF BUILDING MIN 2.5M WIDE 6M HIGH PRINCIPAL ENTRANCE DAYCARE ENTRANCE EXIT RESIDENTIAL ENTRANCE EXIT DOUBLE (2) SIAMESE CONNECTION (FIRE DEP. CONNECTION ONE DRY SYSTEM SIAMES (SPRINKLER STAND PIPE) CONNECTION SERVING UNDERGROUND ONE WET SYSTEM SIAMESE (SPRINKLER STAND PIPE) CONNECTION SERVING ABOVE GROUND TOWER CACF MAIL GABION RETAINING WALL + 187.30 + 186.25 OUTLINE OF FLOOR ABOVE LINE OF UNDERGROUND PARKING BELOW OUTDOOR AMENITY 187.30 + 188.75 GARAGE INTAKE F.A.I HYDRANT + 187.20 187.30 187.30 187.30 187.30 + 187.30 187.30 + 187.10 187.30 186.80 HYDRANT 187.30 + 186.40 + 186.25 + 186.25 + 186.25 + 186.25 186.664 186.600 186.650 T.O.S186.20 186.250 T.O.S186.20 186.150 186.200 185.940 STUDY ROOM AMENITY LOBBY STORAGE MOVING LOCKER STORAGE OUTLINE DAYCARE CANOPY NOTE: TRAINED ON-SITE STAFF MEMBER WILL BE AVAILABLE TO MANOEVRE BINS FOR THE COLLECTION DRIVER, AND ALSO ACT FLAGMAN WHEN TRUCK REVERSING.TRAINED ON-SITE STAFF MEMBER WILL AVAILABLE TO MANOEUVRE BINS FOR THE COLLECTION DRIVER AND ALSO ACT AS FLAGMAN WHEN THE TRUCK IS REVERSING. THE EVENT THE ON-SITE STAFF IS UNAVAILABLE AT THE TIME THE CITY COLLECTION VEHICLE ARRIVES THE SITE, THE COLLECTION VEHICLE WILL LEAVE THE SITE AND NOT RETURN UNTIL THE NEXT SCHEDULED COLLECTION DAY. 182 SIDEWALK LONG-TERM BIKE STORAGE OFFICE F E D ARTM T C NN CT I ON (W HN m O H R NT ) R1200 OUTDOOR AMENITY 14m SETBACK FROM PROPERTY LINE PER MTO REQUIREMENTS ABOVE FLOOR MIN. 2100 PEDESTRIAN CLEARWAY 5724 P.O.P. CONNECTION UNDERPASS CACF MAIL MOVING LOBBY UNIT UNIT UNIT UNIT UNIT UNIT RESIDENTIAL RESIDENTIAL UNIT + 187.30 + 187.30 + 187.30 187.30 UNIT 187.30 UNIT 187.30 187.30 + 187.30 187.30 RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT + 187.30 + 187.30 + 187.30 RESIDENTIAL UNIT 187.30 TYPE LOADING AREA TYPE LOADING AREA UNOBSTRUCTED 6.1 m VERTICAL CLEARANCE -200MM REINFORCED CONCRETE PAD LEVEL +/- 2% MIN. 2100 PEDESTRIAN CLEARWAY CONNECTION. GRASS AND PLANTING BE REMOVED 4.A.8 (P.O.P.S.) PRIVATELY OWNED PUBLICLY ACCESSIBLE SPACE GROUND LEVEL OUTLINE DROPPED CURB REFER TO LANDSCAPE DRAWING PROPERTY LINE EXIT EXIT EXIT EXISTING RETAINING WALL SIAMESE CONNECTION (FIRE DEPARTMENT CONNECTION) WITHIN 45m OF HYDRANT 18000 3000 31000 EXTENT OF UNDERGROUND EXTENT OF UNDERGROUND LEVEL R 2000 MOVING S.L. S.L. S.L. S.L. GABION WALL 600mm ABOVE GRADE F.A.I RFREROTELSSTAN15m OMPRNCPLENRANCE NOTE: NON RESIDENTIAL WASTE TO BE LABELLED SEPARATELY FROM RESIDENTIAL WASTE. NON-RESIDENTIAL COMPONENT WILL SCHEDULE USE OF TYPE LOADING SPACE ON DIFFERENT DAYS FROM THE RESIDENTIAL COMPONENT TO ENSURE TYPE WILL BE VACANT FOR CITY WASTE COLLECTION. 30 TIPPETT FUTURE DEVELOPMENT FUTURE PROPOSED PRIVATE ROAD LOAD SUPPORT SUFFICIENT FOR FIRE FIGHTING EQUIPMENT REFER A001 LETTER OF STRUCTURAL ENGINEER STAGING AREA 41.20 SQMUNOBSTRUCTED 6.1 m VERTICAL CLEARANCE -200MM REINFORCED CONCRETE PAD LEVEL +/- 2% 15953 3000 "DAY CARE DROPOFF ONLY" SIGN TOTAL 588 SQM TOTAL 558 SQM FUTURE PARK TIPPETT PROPOSED DEVELOPMENT Dynamic Waning System to be installed caution motorist leaving the parking garage loading operation near the ramp. Refer Traffic consultant report TRANSIT SCHEDULE DIGITAL DISPLAY GYM AREA EXISTING 15 STOREY RESIDENTIAL + 187.30 + 186.40 + 186.25 186.25 + 187.3 186.25 + 187.00 + 187.00 187.00 + 186.90 187.000 186.300 187.000 LOUNGE SHORT-TERM NON-RES WASTE STORAGE 13000 186.66 NOTE: FIRE ACCESS ROUTE MIN. 6m WIDE WITH 5m HEIGHT CLEARANCE, CHANGE IN GRADIENT NOT MORE THAN 8% 15m; LOAD SUPPORT SUFFICIENT FOR EQUIPMENT; SURFACE TO BE ACCESSIBLE ALL CLIMATIC CONDITION FOR ALL TRUCK DIAGRAM MOVEMENT REFER TO TRAFFIC CONSULTANT REPORT PATH SHOWN FOR CONTEXT TTC SIGNAGE Grates have porosity of less than 20 mm 20 mm (or 40 mm 10 mm) Grates have porosity less than mm 20 mm (or mm mm) GRATES HAVE POROSITY OF LESS THAN 20 MM MM (OR MM 10 MM) Grates have porosity less than mm 20 mm (or 40 mm mm) Grates have porosity of less than 20 mm 20 mm DOUBLE (2) SIAMESE CONNECTION (FIRE DEP. CONNECTIONS) ONE DRY SYSTEM SIAMES (SPRINKLER STAND PIPE) CONNECTION SERVING UNDERGROUND ONE WET SYSTEM SIAMESE (SPRINKLER STAND PIPE) CONNECTION SERVING ABOVE GROUND TOWER + 187.30 CACF (CENTRAL ALARM AND CONTROL FACILITY CACF (CENTRAL ALARM AND CONTROL FACILITY ROOM INCLUDES ANNOUNCIATOR PANEL 26100 186.98 187.30 187.02 9796 NOTE: 1- ALL ACCESS DRIVEWAYS TO USED BY THE COLLECTIO VEHICLE WILL BE LEVEL (+/-8%), HAVE MINIMUM VERTICAL CLEARANCE OF 4.4 METRES THROUGHOUT (OPEN AIR AREA), MINIMUM WIDTH OF 4.5 METRES THROUGHOUT AND METRES WIDE AT POINT INGRESS AND EGRESS. 2-COLLECTION VEHICLE'S MINIMUM TURNING RADII OF 9.S INSIDE AND 14M OUTSIDE ENTERING, EXITING AND TRAVELLING THROUGHOUT THE SITE AND THE TYPE LOADING SPACE OR TRUCK MOVEMENT DIAGRAM TH INDICATES THE MOVEMENT COLLECTION VEHICLE THAT HAS LENGTH OF METRES AND WIDTH OF 2.4 METRES. REVISED DRAWINGS MUST ALSO INDICATE THE ABILITY OF THE COLLECTION ENTER AND EXIT THE SITE ORWARD MOTION WITH NO MORE THAN THREE-POINT TURN. FOR ALL COLLECTION TRUCK DIAGRAM MOVEMENT REFER TO TRAFFIC CONSULTANT REPORT FIG APPENDIX PATH SHOWN FOR CONTEXT MIN. 1700 mm PEDESTRIAN CLEARWAY AS PER DISCUSSION WITH CITY AND ESC MUNICPAL WATER EASEMENT- CLEAR OF ANY OBSTRUCTION PROPOSED DRIVEWAY ENTRANCET REFER TO LANDSCAPE DWG FOR DETAIL AND STANDARD T600.05-1 GAS GAS NOTE-BE ADVISED THAT SHOULD ANY PARTY INCLUDING THE OWNER OR ANY SUBSEQUENT OWNER APPLY FOR MORE THAN ONE CONDOMINIUM CORPORATION ENCOMPASSING ANY OR ALL OF THIS DEVELOPMENT OR MAKE APPLICATION THAT RESULTS LAND DIVISION, STAFF MAY REQUIRE LEGAL ASSURANCES, INCLUDING BUT NOT LIMITED TO EASEMENTS, WITH RESPECT TO THE APPROVED SERVICES. SUCH ASSURANCES WILL DETERMINED AT THE TIME OF APPLICATION FOR CONDOMINIUM APPROVAL R50 F.A.I 186.200 R 0 2514 MIN. 2100 PEDESTRIAN CLEARWAY SHARED LOADING AREA WIND SCREEN SIDEWALK SHARED LOADING AREA 3000 3000 Base on the City Toronto Ramp Guidelines for ram slope changes greater than 7.5 percent, transition area with minimum length 3.65 metres (measured parallel the direction travel on the ramp) mu be provided. The slope change not more than 7.5 percent, therefore transition rea not required. S.L. FIRE ALARM ANNUNCIATOR AS THE BUILDING HIGH-RISE STRUCTURE, NFPA 14 REQUIRES LEAST TWO REMOTELY LOCATED FIRE DEPARTMENT CONNECTIONS FOR EACH SPRINKLER AND STANDPIPE ZONE IN THE BUILDING. IS OUR UNDERSTANDING THAT THE SIAMESE CONNECTION AT EACH TOWER WILL INTERCONNECTED TO SATISFY THIS REQUIREMENT. 7440 N M 2677 4514 2250 4496 GARBAGE STORING 2440 2109 1470 FIRE ROUTE LESS THAN 45 FROM DAYCARE ENTRANCE 12223 ALL EXTERIOR PATHWAYS ARE REQUIRED TO BE KEPT CLEAR SNOW AND ICE ACCUMULATION PER OBC SENTENCE 2.7.1.8.(1)., OF THE ONTARIO FIRE CODE (OFC). Copyright that the Architect. Any version this drawing reproduced any means any media without prior written approval of the Architect read for information only. The Architect not liable for any loss distortion information resulting from subsequent reproduction the original drawing. PROJECT NO. GENERAL NOTES: 1.Drawings are not be scaled. Contractor will rify existing conditions and dimensions required perf the Work and will report any discrepancies with the Contract Documents Architect before commencing work. 2.The Architectural Drawings are to be read conjunction with all other Contract Documents including the Project Manuals and the Structural, Mechanical and Electrical Drawings. cases respect to the quantity, sizes scope work, greater shall apply. 3.Positions exposed finished Mechanical Electrical devices, fittings and fixtures are indicated on the Architectural Drawings. Locations shown on the Architectural Drawings shall govern over Mechanical and Electrical Drawings. Mechanical and Electrical items not clearly located will located directed by the Architect. 4.Dimensions indicated are taken between faces 5.The architect has not been retained for supervision construction and assumes responsibility means, methods and techniques of construction. 6.These documents are not used for constructi unless specifically noted for such purpose. Rev.Date Issued gh3 55 OSSINGTON AVE, SUITE 100 Toronto, ON, Canada M6J 2Y9 416 915 1791 A.108 GROUND SITE PLAN 201504 17_0808 36&36R TIPPETT ROAD TORONTO SHIPLAKE METROPIA 32017 01 06CONSTRUCTION TENDER 42017 05 25ISSUED FOR COSTING REVIEW 90% 62017 08 03ISSUED FOR FORMING COORDINATION
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INTERIOR EXTERIOR INTERIOR Suite
REFER INTERIOR DESIGN DWGS FOR FLOOR FINISH (TYPICAL)
GLAZED RESIDENTIAL ALUM. SLIDING DOOR REFER TO ELEVATIONS FOR DOOR HEIGHT BY CURTAIN WALL MFR.
2ND FLOOR 190.97
CONCRETE SLAB (SEE STRUCT. DWGS)
429 FIRE STOP AND SMOKE SEAL
INSULATED ALUMINMUM SPANDREL FLUSH PANELS COLOUR MATCH MULLION
GLAZED RESIDENTIAL ALUM. CURTAIN WALL
PIVOT DOOR CURTAIN WALL MFR.
DOOR CURTAIN WALL MFR.
TYPICAL ALUMINUM PERFORATED 864 GROUND FLOOR 187.30
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INTERIOR Suite
INTERIOR UNDERGROUND 237 PIVOT
JOIN SEAL REFER INTERIOR DESIGN DWGS FOR FLOOR FINISH (TYPICAL) CONCRETE SLAB BEAM (SEE STRUCT. DWGS) WATER PROOF MEMBRANE CONTINUE TYPCIAL PAVER ASSEMBLY (REFER LANDSCAPE DETAIL) 250 RIGID INSULATION, DRAINAGE BOARD, WATERPROOF MEMBRANE, CONCRETE BEAM WALL (SEE STRUCT. DWGS) 75MM RIGID INSULATION 100MM RIGID INSULATION 250 3RD FLOOR 195.42 EXTERIOR TERRACE INTERIOR EXTERIOR 581 200 188 100 PREFINISHED ALUMINUM FLASHING, INSULATION, WOOD BLOCKING WATERPROOF MEMBRANE, CONCRETE CURB INSULATED ALUMINUM SPANDREL FLUSH PANELS. COLOUR MATCH EW1 FIRE STOP INSULATION WINDOWS MANUFACTURER AIR/VAPOUR BARRIER PREFINISHED METAL FLASHING 200 121 GUARD PER OBC REQUIREMENTS INTERIOR CAULKING R8 VAPOUR BARRIER TO LAP FLASHING EW1 CONCRETE SLAB (SEE STRUCT. DWGS) 200 190.97 213 INTERIOR SUITE EXTERIOR INTERIOR SUITE FIRE STOP AND SMOKE SEAL AIR/VAPOUR BARRIER REFER TO INTERIOR DESIGN DWGS FOR FLOOR FINISH (TYPICAL) INTERIOR CAULKING GROUND FLOOR 187.30 INTERIOR Suite EXTERIOR INTERIOR UNDERGROUND PREFINISHED METAL FLASHING TYPCIAL PAVER ASSEMBLY (REFER LANDSCAPE DETAIL) REFER TO INTERIOR DESIGN DWGS FOR FLOOR FINISH (TYPICAL) 50 SMOKE SEAL AND FIRESTOP SEALANT 404 EW1 AIR VAPOUR BARRIER LAP FLASHING RIGID INSULATION, DRAINAGE BOARD, WATERPROOF MEMBRANE, CONCRETE BEAM WALL (SEE STRUCT. DWGS) 188 2ND FLOOR 190.97 V INTERIOR AMENITY INTERIOR EXTERIOR UNDERPASS FLOOR FINISH (TYPICAL) PREFINISHED ALUMINUM
CONCRETE SLAB
DWGS)
765
GROUND FLOOR 187.30 V EXTERIOR INTERIOR INTERIOR 188 GROUND FLOOR 187.30 190.97 FIRE STOP AND SMOKE SEAL TIE WATERPROOFING MEMBRANE TO CURTAIN WALL STARTER TRACK REFER INTERIOR DESIGN DWGS FOR FLOOR FINISH (TYPICAL) WOOD BASE BOARD 213 SELANT AND BACKER ROD (BY CURTAIN WALL MANUFACTURER) EXTERIOR UNDERPASS 3RD FLOOR 195.42 17 EXTERIOR EXTERIOR BALCONY INTERIOR SUITE TIE WATERPROOFING MEMBRANE TO CONT. CAUKING AND BACKER ROD FOAM INSULATION AIR/VAPOUR BARRIER PREFINISHED METAL FLASHING TYPICAL ALUMINUM PERFORATED GUARD PER OBC REQUIREMENTS PANELS. COLOUR MATCH EW1 FIRE STOP INSULATION WINDOWS MANUFACTURER CONCRETE SLAB (SEE STRUCT. DWGS) INSULATED PREFINISHED ALUMINUM PANEL, GAP, 100MM SEMI RIGID INSULATION, VAPOUR BARRIER, EXTERIOR SHEATHING, 200MM STRUCTURAL STEEL STUDS, 16MM GYPSUM WALL BOARD 175MM WINDLOAD BEARING STEEL STUDS PREFINISHED ALUMINUM FLASHING, ISULATION, WOOD BLOCKING WATERPROOF MEMBRANCE, CONRETE CURB R8 2ND FLOOR 190.97 17 800 WATERPROOFING MEMBRANE TO GUARD PER OBC REQUIREMENTS AIR/VAPOUR BARRIER CONCRETE SLAB (SEE STRUCT. DWGS) 100MM RIGID INSULATION PREFINISHED METAL FLASHING CONCRETE SLAB ABOVE GIRTS, 100MM INSULATION, AIR/VAPOUR BARRIER, CONCRETE SLAB (SEE STRUCURAL DWGS) PREFINISHED ALUM. FASCIA PANEL VENTED SOFFIT 3RD FLOOR 195.42 INTERIOR SUITE INTERIOR SUITE INTERIOR SUITE EXTERIOR UNDERPASS VENTED SOFFIT CONCRETE WALL (SEE STRUCT. DWGS) WOOD BASE BOARD FLOOR FINISH (TYPICAL) FIRE STOP AND SMOKE SEAL PREFINISHED ALUMINUM SOFFIT SUPPORTED FROM CONCRETE SLAB ABOVE GIRTS 150MM RIGID INSULATION Copyright that the Architect. Any version this drawing reproduced any means from any media without prior written approval of the Arc be read for information only. The Architect not liable for any loss distort information resulting from subsequent reproduction of the original drawing. PROJECT NO. ISSUE DATE 1.Drawings are not scaled. Contractor will rify existing conditions and dimensions required perform the Work and will report any discrepancies with the Contract Documents to the Architect before commencing work. 2.The Architectural Drawings are be read conjunction with other Contract Documents including the Project Manuals and Structural, Mechanical and Electrical Drawings. cases difference between the Consultants' documents with respect to the quantity, sizes or scope work, greater shall apply. 3.Positions of exposed finished Mechanical Electrical devices, fittings and fixtures are indicated on the Architectural Drawings. Locations shown on the Architectural Drawings shall govern over Mechanical and Electrical Drawings. Mechanical and Electrical items not clearly located will be located directed by 4.Dimensions indicated are taken between the faces of 5.The architect has not been retained for supervisi construction and assumes no responsibility for mean methods and techniques construction. unless specifically noted for such purpose. gh3 OSSINGTON AVE, SUITE 100 Toronto, ON, Canada M6J 2Y9 A.770 SECTION DETAILS EAST BLDG 201504 16_05_09 36 &36R TIPPETT ROAD BUILDING B TORONTO MAIN ENTRANCE DOOR HEAD SECTION DETAIL @ GRADE A.770 A.560 MAIN ENTRANCE DOOR SILL SECTION DETAIL @ GRADE TYP. EXT. STUD WALL SECTION DETAIL @ AT 3RD FLOOR ARAPET 11 TYP. EXT. STUD WALL SECTION DETAIL @ SLAB BY-PASS 10 A.770 A.560 TYP. EXT. STUD WALL SECTION DETAIL @ GRADE TYP. SOFFIT, EXT. DOOR SILL SECTION DETAIL @ UNDERPASS A.770 A.561 TYP. EXT. DOOR SILL SECTION DETAIL @ GRADE A.770 A.561 SECTION DETAIL @ MAIN ENTRY SILL SECTION DETAIL@ MAIN ENTRY HEAD TYP. SECTION DETAIL @ 3RD FLOOR CURTAIN WALL TRANSITION A.770 A.560 TYP. SECTION DETAIL @ 2ND FLOOR CURTAIN WALL OPERABLE WINDOW ANALYSIS 32017 09 08ISSUED FOR WINDOWS 42017 10 12ISSUED FOR PERMIT Detail 2 12
EXTERIOR TERRACE
SOFFIT ABOVE "Z" GIRTS AIR/VAPOUR BARRIER FRAME AND SEALANT VENTED SOFFIT
(SEE STRUCT.
FOAM INSULATION DOOR PANEL PREFINISHED METAL FLASHING STEEL ANGLE. SEE STRUCTURAL DWG'S FRAME EW2
10
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gh3* Team: Pat Hanson, Raymond Chow, Louise Clavin, Joel Di Giacomo, Byron White, Jeffrey Deng
Client: City of Edmonton Completition: 2020 Awards: 2016 Canadian Architect Award of Excellence
The North East Transit Garage [NETG] replaces an aging garage built in the 1960’s. The 50,000 sq. m. NETG facility will accommodate approximately 320 workers including bus drivers, bus maintenance staff, administration and supervisory staff, daycare, cafeteria and custodial staff. It will accommodate 300 buses (regular and articulated), 35 maintenance bays with three undercar riage wash bays and four re-fuel bays with exterior wash bays. It will provide 1 level of employee parking below grade. The Edmonton Transit System [ETS] administrative offices will occupy 5,00] sq. m. of the project. The NETG project is designed to achieve LEED Silver designation.
The NETG is a big building on a big site. The design speaks from a perspective that argues for an architecture that can perform at the scale of urban infrastructure, at the scale of highways that undoubtedly increase in width as they are important to the planning of a future arterial traffic network. At the same time the architecture must perform as infrastructure that supports the more intimate conditions of the workplace, whether human or mechanical, as in the servicing of buses. As such, the design aims to mediate among variable scales by means of the visual impact of a co herent image of building and site.
* Professional (gh3*)
** design, modelling, rendering, ** construction drawings *** 3 years
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NETG EDMONTON, AB PROFESSIONAL WORK : gh3* architect 2015 - 2020
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l Dae Hee Kim l 27 DN DN UP UP 6A 6A 11A 11A 14 14 11B 11B 6B 6B 12 12 Q2 Q2 E1 Q1 Q1 E2 E2 OFFICE CAR EQUIPMENT AREA CAR ENTRY-EXIT #1 #2 #3 #4 B.3 A 11A 11A 14 11B 11B A43 A43 11.6 12 12.9 13.2 13.5 X.2 A43 A43 A43 A43 E1 E1 A56 A43 A43 11.2 A.4 A.4 A.8 A.8 B.5 B.5 B.9 B.9 C.2 C.2 Y.2 Y.3 Y.4 Y.1 X.3 X.4 X.5 13 B.8 14.6 13 2125 3505 770 300 260 250 250 250 135 300 190 124 190 190 5795 190 8.95 STORAGE 20 SEAT CLASS ROOM 7.87.1 20 SEAT CLASS ROOM 7.87.2 7.85 TRAINING ROOM STORAGE 7.84 TRAINING ROOM MALE LOCKER ROOM 7.13 PHYSICAL TRAINING ROOM 7.86 FEMALE LOCKER ROOM 7.14 7.82 MALE QUIET ROOM/ LOUNGE FEMALE QUIET ROOM/ LOUNGE 7.83 8.109 STAIR #10 2.08 ETS MALE SHOWERS & TOILETS 2.07 ETS MALE LOCKER 8.05 ELEC. DIST. ROOM A 8.106 NAR 7.71 BROCHURE STORAGE ETS FEMALE LOCKER 2.09 ETS FEMALE SHOWERS & TOILETS 2.10 7.97 EXPANSION SPACE 7.96 MEETING ROOM 8.110 STAIR #9 8.108 JANITOR 8.111 STAIR #12 1 A97 7.72 FILE STORAGE 1 0 3 5 5788 6333 190 3 A93 W1 W1 W3 W7 W6 W14 W6 1HR W7 W7 W3 W7 W7 W7 W3 2HR W7 W7 W3 W6 1HR W14 W7 8 4 W3 W6 1HR W7 W14 8.112 CORRIDOR W7 W6 3 0 0 0 0 2 0 8 0 0 0 8 2 1 0 6 1 9 3 100 W7 3 586 00 250 650 5000 7200 8600 8700 2700 3050 5750 8400 4500 3 0 0 0 0 2 0 8 0 5 0 1 0 6 0 3 0 8259 4500 1 A100 2 A100 6 A93 8 A97 3 A100 4 A100 1 A95 TOILETS 7.13.2 SHOWERS 7.13.1 SHOWERS 7.14.1 TOILETS 7.14.2 W1 W1 7 A98 9 A95 5100 1302 124 5516 190 2519 190 4018 125190 W7 2840 1800 2050 1800 5153 1000 405 1000 4978 W21 W21 W21 W7 173 6267 7089 225 300 75 710 6000 600 600 6000 6000 6000 750 W21 W7 2415 190 9 0 5100 5260 190 5055 505501000 5200 5055010001003379 9 4 0 W1 0 8.112 CORRIDOR 100 7645 2615190 3 0 9 5 0 0 27501001000550 50 4150 4685 50 550100030018009351800 10675 17510 2400 8375 135 139070 13 01 ELEV.NO.2 02 ELEV.NO.3 ELEVATOR LOBBY 8.113 ELEVATION DATUM TOP OF FINISHED FLOOR 654.90 m = 0000 mm ELEV.NO.4 04 W7 W3 W1 W16 W16 W21 W21 W21 W21 W16 W3 W19 2HR W16 W16 1001015 145 8.113a 8.109a 6 7 1 a 4 8 b 7.85a 5 460 1 0 8.108a HOUSE KEEPING PAD SLAB DEPRESSION -80mm TO THIS AREA, MAINTAIN SLAB THICKNESS W13 W13 W13 REFER 1/ A12 FOR CONTINUATION R E F E R 1 A 1 0 F O R C O N T N U A T O N TIME CAPSULE 8.115 B.3 WEEPING TILE WEEPING TILE WEEPING TILE 21115 3210 8.96a STORAGE 8.96 2 2 9 0 0 W7 W7 W16 SHAFT ABOVE A60 8.100 GENDER NEUTRAL WC LOCKER 1200mm DIA WEEP TILE SUMP C/W COVER 12.5 W6 R M D N 1 % O P W21 8.42 VESTIBULE W1 WEEPING TILE W1 W1 W1 W3 2HR MATCHLINE MATCHLINE G7 PROVIDE 600 800 OPEINING IN WALL FILL UP OPENING CHAMBER 98 600x600 LOCKERS 37 600x600 LOCKERS 127 TWO TIERED LOCKERS (254 HALF LOCKERS) 100 TWO TIERED LOCKERS (200 HALF LOCKERS) 135 135 135 500 2250 250 2010 250 8 350 1000550 50 4400 1000550 7 9 7 8 a 7.76.1 OPEN AREA G7 8.111a CAST-IN-PLACE REINFORCED CONCRETE WALL (THICKNESS AS INDICATED ON DRAWINGS) VARIES •50 RIGID INSULATION •DAMP PROOFING MEMBRANE •300 CAST-IN-PLACE REINFORCED CONCRETE WALL 350 190 CONCRETE BLOCK REINFORCE WHERE INDICATED 190 •16 GYPSUM BOARD •64 METAL STUD @ 400 O.C. •16 GYPSUM BOARD •92 METAL STUD @ 300 O.C. 90mm CONCRETE BLOCK REINFORCE WHERE INDICATED 90 •16mm GYPSUM BOARD •92mm METAL STUD @ 400mm O.C. •16mm GYPSUM BOARD 126 HR FIRE SEPARATION ULC W414 •2 LAYERS 16 GYPSUM BOARD TYPE 'X' •150 METAL STUD @ 400 O.C. •2 LAYERS 16 GYPSUM BOARD TYPE 'X' 2HR FIRE SEPARATION GLAZING SYSTEM ULC CIKV7.R25274-U558 ALUMINUM FRAMED ENTRANCES AND STOREFRONT, 146 (DIMENSION TO BE VERIFIED BY CONTRACTOR); REFER TO WINDOW SCHEDULE FOR GLAZING TYPE. •DAMP PROOFING MEMBRANE •CAST-IN-PLACE REINFORCED CONCRETE WALL VARIES MORRISON HERSHFIELD ARCHITECTS INC. PERMIT NUMBER: AC 10171 ISSUED PURSUANT TO THE ARCHITECTS ACT OF ALBERTA gh3 55 Ossington Avenue ste 100 Toronto, Ontario, M6J 2Y9 Suite 300, 1603 91 Street SW Edmonton, AB T6X W8 Tel: 780-483-5200 Fax: 780-484-3883 consultants drawn by project no. scale on A0 size drawing drawing no. drawing title project permit seal seal issue data date revisions location: all dimensions are in date checked by date reviewed by date CAD file name: KEY PLAN millimeters NOR137( )-15consultant project no. 4123051.00 sheet no.of ISSUED FOR BID ISSUED FOR CONSTRUCTION 16/02/08 16/05/12 As indicated AH JM 16/05/12 HW ASA CP 3216 A13 NORTH EAST TRANSIT GARAGE FORT ROAD, EDMONTON, ALBERTA 16/05/12 HW 16/05/12 LOWER FLOOR PLAN OFFICE A13 L1 16/05/12 100 11 1m 1m 2m 5m SCALE: 1 100 A13A06 1FLOOR PLAN - LOWER FLOOR OFFICE W3 W2 W7 W21 W16 W13 W14 W19 G7 W1 NOT USED description datechecked ISSUED FOR CONSTRUCTION 16/05/12MH
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Building entrance Concourse ETS Admin offices Cafe Credit union Drivers lounge Parts storage Fleet services admin Training and lunch room Tire shop Loading bay Bus maintenance garage Paint shop
Interior wash bays Bus parking garage Bus entrance But exit Steam bays Bus wash mechanical room Service vehicles storage Ramp to lower level parkade Diesel unloading area Heritage smoke stack Exit stair / exhuast lantern Terrace Training room Daycare outdoor terrace Parkade Bus circulation Car circulation
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Legend 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28
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DAVENPORT DIAMOND
TORONTO, ON 2017 - PRESENT
PROFESSIONAL WORK : gh3* architect
gh3* Team: Pat Hanson, Raymond Chow, Joel Di Giacomo, Byron White, Jeffrey Deng
Client: Metrolinx
Completition: in progress
The Canadian Pacific (CP) line is one of the busiest freight corridors in Canada. Nineteen east-west freight trains travel along this corridor every day. The CP freight line crosses a set of northsouth tracks at Davenport which carry about four million GO train passengers a year along the Barrie corridor. This level crossing is called a rail ‘diamond’ — and the Davenport Diamond is one of the last high-traffic rail crossings in Toronto. By 2025, our plan is to offer two-way, all-day 15-minute service with a new fleet of electrified trains, with a projected annual ridership of 22 million. Removing the Davenport Diamond is part of the plan to bring more frequent rapid transit options to the region, and a
greater level of reliability and safety for trains travel- ing through the Davenport community. For residents of Toronto, regular, all-day 15 minute GO Train service will mean new, faster transit op tions for getting around the city and a transportation network that will support the business growth and investment that is needed for a vibrant, healthy local economy for generations to come.
This design approach to the Guideway and Greenway has involved some of Canada’s most talented experts in a unique design challenge, resulting in a preliminary design concept that mini mizes the extent and visual appearance of the Guideway, and an extensive
greenspace that will become a major asset for both the community and the city at large. The design concept shown is a first step in as evolutionary process that will invite feedback from the com munity as it develops. It was developed by Metrolinx Design Excellence program by convening a number of Canada’s top architects, landscape architects, urban designers and engineers in a collabora tive design workshop.** This plan has been undertaken with a “lead with design” spirit to shape a public realm that is a place of pride for the neighbourhood and the city. * Professional (gh3*) ** design, modelling, rendering *** 2 years
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l Dae Hee Kim l 35 E.B. E.B. E.B. ANTLER ST SARNIA AVE PATON RD BLOOR ST WALLACE AVE WADE AVE C22 C23 C24 C25 C26 2 A706 1 A706 1750 LANDSCAPE 3617 R1500 0051R 0051R 0051R 0012R 0051R R1500 0012R 0015R R1500 R2100 SIM SIM 6 A417 SIM 6 A417 SIM 6 A417 SIM 6 A417 SIM 6 A417 SIM 6 A417 SIM 6 A417 6 A417 SIM 9 A417 SIM 9 A417 3540 2920 3570 35950 3600 2710 4310 2100 2030 3500 6540 1500 3720 91070 2520 1390 3020 ± 7980 ± 4460 0112 0920 2150 2150 ± 1340 R 1500 R1500 R 1 5 0 0 R1103 6320 1700 R1500 0012R 3602 R1500 0051R R1500 0051R R 1 5 0 0 0051R R1500 0051R 0051R R1500 R1500 0051R 7991 7991 ± 1650 2750 2890 10490 R1500 600 1800 530 4270 1790 500 1270 2070 5100 550 1800 530 1270 16090 4650 7890 2947 1500 4690 12900 6710 1790 2900 3040 2400 3390 6860 1500 7640 7870 1500 4090 2340 3600 0051R 2035 2035 2850 9140 600 3760 4100 2690 ± 1500 6532 1733 2105 6352 3040 6040 4970 1500 6350 5900 118.366 BC 118.511 BC 118.425 BC 118.468 BC 118.478 118.557 BC 118.703 BC 118.615 BC 118.659 BC 118.669 118.748 BC 118.894 BC 118.824 118.86 118.938 BC 119.084 BC 119.014 119.05 119.129 BC 119.273 BC 119.205 119.241 119.319 BC 119.487 BC 119.425 BC 119.38 BC 119.435 119.892 TC 119.819 TC 119.786 TC 119.729 TC 119.538 TC 119.678 TC 119.489 TC 119.347 TC 119.157 TC 119.299 TC 119.108 TC 118.966 TC 118.916 TC 118.775 TC 119 4 1 BC 119 4 1 BC 119 5 9 TC 119 4 3 TC 118.911 119.102 119.293 118.53 118.721 OVERHEAD PROJECTOR LIGHT LE 1 LE 3 LE 5 METAL FENCE UTILITY ACCESS COVER WIRE MESH FENCE CONDUIT CONNECTION OF WAY, FENCES ETC. LINE GARBAGE/RECYCLING RECP. WAYFINDING SHOWN ON ARCHITECTURAL/ LANDSCAPING DRAWINGS FOR REFERENCE ONLY WILLOW WALL GRADE TOP OF CURB BOTTOM OF CURB PEDESTRIAN LIGHT SUSPENDED LINEAR LED LIGHT AT COLUMNS MISC. LIGHTING SHOWN ON ARCHITECTURAL/ LANDSCAPING DRAWINGS FOR REFERENCE ONLY ELECTRICAL BOLLARD MSE WALL EXISTING BUILDING HOSE BIB DRINKING FOUNTAIN ELEVATED PATH COLUMN XXX.XXX XXX.XXX TC XXX.XXX BC REVISIONS METROLINX DATE REV. DRAWN BY: SCALE: CHECKED BY: DESIGNED BY: FULL SIZE ONLY APPROVED BY: CONTRACT NO. N O T F O R C O N S T R U C T I O N gh3 PROJECT NORTH TRUE NORTH D A V E N P P U B L I C RFS 2017 CBA 026 As indicated JDG JD RC ROLL PH 201 202 203 204 205 206 1:200
3. SLOPES TO BE MINIMUM 1%. 4. LAYOUT OF AMENITIES SHOWN IS RELATIVE TO NEW ELEVATED GUIDEWAY COLUMNS SPACING AS PER RCD PROVIDED AS BACKGROUND DOCUMENTS. 7. PROJECT CO. TO PROVIDE CONTROL AND CONSTRUCTION JOINTS ON ALL CONCRETE SURFACES AS PER INDUSTRY STANDARDS.
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to Earlscourt Park
to connect Greenway to south side of Davenport
Track meets grade south of Davenport Road Patterned concrete retaining wall along industrial edge Green retaining wall along residential edge
This design approach to the involved some of Canada’s most unique design challenge, resulting concept that minimizes the of the Guideway, and an extensive become a major asset for both city at large. The design concept evolutionary process that will community as it develops. It Design Excellence program Canada’s top architects, landscape designers and engineers in workshop.** This plan has with design” spirit to shape of pride for the neighbourhood
This map shows key features are grounded in community community advocates, organizations Metrolinx is committed to funding Greenway and Guideway design art, lighting, landscaping and enhancements and stainless allocation for maintenance of
New Greenway extends north over CP track New pedestrian and cycle bridge
Public art location
Existing heritage bridge extends across Dupont
Key features of the Public Realm and Greenway include:
• New community connections, excellence ized landscape design, creative under-Guideway mization of the visual impact of the safety and security
• Pedestrian and cycling bridges at tracks
South sidewalk raised to connect proposed public library to Greenway
• Protection for a future station on connections to the new pedestrian cycles
Linear park extends north from Campbell Avenue Park with enhanced lighting and safety features
• In addition to the Integrated Art Strategy olds, Metrolinx commits to establishing community governance model for tural activity on the Greenway before
New east-west pedestrian and cycling connection Location for public art
New linear park connects to Campbell Avenue Park Preservation of mature Siberian Elms Campbell Avenue Park
The plan also reflects a number important to the quality of residents’ construction of the Greenway commitment to a maximum capped at 36 until electrification up to 180 vehicles with full
Several public realm considerations tion and discussion with the stakeholders to implement.
• Extension of the Davenport Diamond nect with the West Toronto Railpath improve the coordination and integration including active, since Metrolinx does this goal
New 20m wide multi-use train and linear park Green way adjacent to and beneath bridge Wallace Square multi-purpose flexible community event area
Potential extension area for Wallace Square New east-west connection, including plaza, plantings and public art
• Resolving road grading issues at nectivity Pedestrian and cycling bridge connecting Park with provisions to connect with • Operation maintenance, park planning, Metrolinx will reach out to permit owners directly adjacent to the Davenport their properties where it does not
Start of elevated bridge portion of Guideway
Patterned retaining wall plus noise wall for enhanced sound mitigation for houses where warranted Remove existing underpass and concrete barrier New east-west pedestrain and cycling connection
Location of public art
Noise wall
Erwin Krickhahn Park
Landscape berm adjacent to park
2015, Metrolinx began to develop of the GO Barrie line. 10,000 letters were throughout the Davenport neighbourhood a unique process. This process — called a four Saturdays as 36 local residents met to challenges involved in removing the Davenport GO Barrie line.
New multi-use Greenway on east side of rail R.O.W. Guideway rises at 2% grade
The panel put forward 89 recommendations path system, reducing local impacts and providing of these recommendations find their way inform future discussions with the City since ** Under the leadership of Metrolinx’s
Potential future connection south to W.T. Railpath Site preserved for potential future Barrie corridor station
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* In spring
Diana
THE PUBLIC REALM PLAN A plan based on community input Site preserved for potential future Barrie corridor station Potential future connection south to West Toronto Railpath Guideway rises at 2% grade New multi-use Greenway on east side of rail right-of-way Landscape berm adjacent to park Erwin Krickhahn Park Noise wall Location of public art New east-west pedestrian and cycling connection under Guideway connecting Greenway trail to Erwin Krickhahn Park Remove existing underpass and concrete barrier Patterned retaining wall plus noise wall for enhanced sound mitigation for houses on Rankin Crescent where warranted Start of elevated bridge portion of Guideway Potential extension area for Wallace Square New east-west connection, including plaza, plantings and public art Wallace Square multi-purpose flexible community event area New 20m wide multi-use train and linear park Greenway adjacent to and beneath bridge Campbell Avenue Park Preservation of mature Siberian Elms New linear park connects to Campbell Avenue Park Location for public art Paton Road Wallace Avenue Antler Street Dupont Street CP Rail Corridor Davenport Road Bloor Street New east-west pedestrian and cycling connection Linear park extends north from Campbell Avenue Park with enhanced lighting and safety features South sidewalk raised to connect proposed public library to Greenway Existing heritage bridge extends across Dupont Public art location New pedestrian and cycle bridge New Greenway extends north over CP track Green retaining wall along residential edge Patterned concrete retaining wall along industrial edge Ramp to connect Greenway to south side of Davenport Connection to Earlscourt Park Track meets
Road Connection
Design Group, the following award-winning designers Greenway and Guideway: Pat Hanson,
chitects, Douglas Birkenshaw Architect, Duff Urban Strategies Inc., and Biljana Rajlic and The Design Excellence Team includes Beth garet Goodfellow.
grade south of Davenport
Ramp
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l Dae Hee Kim l 39 C33 M5 5 A501 C34 MSE PLANTING BED PARKING @ 1444 DUPONT ST RAMP 2710 GUIDEWAY ELEVATED PATH DN (5%) DN (5%) MINIMUM HEAD HEIGHT BELOW PATH LED LIGHT DRIVER AND CONDUIT STEEL CHANNEL NICHE FLUSH W/ CONCRETE GUARD GUIDEWAY CLADDING WITH INTEGRATED ARTWORK T1 T2 ± 2323 ± 3877 T1 T2 4 A501 3 A502 MINIMUM HEAD HEIGHT BELOW PATH RETAINING WALL (BONDED AGGREGATE) PLANTER COVE (BONDED AGGREGATE) TO TERMINATE @ T.O. RETAINING WALL DN (5%) SIM 6 A503 STAIRS (3 RISERS) SIM 9 A417 530 2680 3280 "ARCHITECTURAL CONCRETE" DRAWINGS ISSUE REVISIONS METROLINX PROJECT DATE ISSUED FOR DATE REV. NO. DRAWN BY: SCALE: CHECKED BY: DESIGNED BY: APPROVED BY: CONTRACT NO. DWG.NO. N S O N gh3 TRUE NORTH DAVENP OR T DI AMOND P U B LI C R EALM DES I G 18 03 20 0 RFS 2017 CBA 026 ISSUED FOR RFP 1 : 150 JDG JD RC ELEVATED PATH AND PH ELEVATED PATH A207 SECTION_CC - ELEVATED PATH 6 SECTION_BB - ELEVATED PATH 5 A501 ISOMETRIC VIEW - ELEVATED PATH AND PEDESTRIAN BRIDGE 3 ELEVATED PATH T1 T2 O.C.S. PLANTER BED MIN 1500 600 BUFFER 600 MULTI-USE TRAIL 3600 BUFFER 600 PROPERTY LINE MSE WALL 6 L112 INTEGRATED ARTWORK LIGHTING AT "HIGH INTENSITY" LOCATIONS SEE LIGHTING DRAWINGS 5 A402 GUIDEWAY COLUMN GUIDEWAY REFUGE BAY O.C.S. LIGHT RING FIXTURE PAVED COVE PAVED COVE PROPERTY LINE LIGHT POLE RAIN WATER LEADER PLANTER BED MIN 1500 COVE 600 BUFFER 1000 MULTI-USE TRAIL 3600 BUFFER 1000 5 L112 6 L112 INTEGRATED ARTWORK LIGHTING AT "HIGH INTENSITY" LOCATIONS SEE LIGHTING DRAWINGS T1 T2 1 100 A301 A203 TYPICAL SITE SECTION - SOUTH OF WALLACE 1 100 A301 A205 TYPICAL SITE SECTION - AT ELEVATED GUIDEWAY 2 100 A301 A208 TYPICAL SITE SECTION ELEVATED PATH 3 M5 C34 MSE PLANTING BED GUIDEWAY ELEVATED PATH MINIMUM HEAD HEIGHT BELOW PATH T1 T2 ELEVATED PATH LANDING 120.52 ± 2323 ± 3877 MINIMUM HEAD HEIGHT ABOVE PATH "ARCHITECTURAL CONCRETE" T1 T2 4 A501 3 A502 MINIMUM HEAD HEIGHT BELOW PATH RETAINING WALL (BONDED AGGREGATE) PLANTER COVE (BONDED AGGREGATE) TO TERMINATE @ T.O. RETAINING WALL DN 5%) SIM 6 A503 STAIRS (3 RISERS) SIM 9 A417 530 2680 3280 "ARCHITECTURAL CONCRETE" GUIDEWAY PEDESTRIAN BRIDGE "ARCHITECTURAL CONCRETE" BRIDGE COLUMN CAP AND BEARING, REF. RCD T1 T2 UP (5%) ELEVATED PEDESTRIAN PATH UP (5%) ± 7300 8000 5 A503 5 A503 HDG STEEL BAR FENCE 14000 14000 14000 3965 4312 2346 R 7750 REVISIONS METROLINX PROJECT NO. 149715 DRAWN BY: SCALE: CHECKED BY: DESIGNED BY: FULL SIZE ONLY APPROVED BY: REV. CONTRACT NO. DWG.NO. SHEET N O T F O R C O N S T R U C T I O N gh3 PROJECT NORTH TRUE NORTH DAVENP OR T DI AMOND R AI L GRADE S EP ARATI ON P U B LI C R EALM DES I GN RFS 2017 CBA 026 1 : 150 A501 JDG JD RC ELEVATED PATH AND BRIDGE PH 150 A501 A207 SECTION_CC - ELEVATED PATH 6 1 150 A501 A207 SECTION_BB - ELEVATED PATH 5 A501 PERSPECTIVE VIEW - ELEVATED PATH 2 A501 ISOMETRIC VIEW - ELEVATED PATH AND PEDESTRIAN BRIDGE 3 1/13
SORRENTO
CENTER
FACILITY DESIGN RU.ARC.820-W2013
INSTRUCTOR : GEORGE T. KAPELOS
Instructor: George Kapelos
Year: 2013, 4th Year 2nd Semester
Sorrento Centre is another “Uto pian” community that offers a setting for learning, healing, and belonging. To pro vide a healthier communal atmosphere for visitors of Sorrento Centre, an additional community facility and welcome centre has been proposed to be built on site. Further expressing and embodying the concept of utopia, the proposed de sign intent of the Sorrento Centre’s new central building is to suggest a relationship between the people, nature and the built form. The organization, distribution and orientation of the new program spaces in relation to the interconnection of the indoor and outdoor spaces, will emphasize a sense of communal space and interaction among the new building.
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“Utopia is a community or society possessing highly desirable or perfect qualities.”
* 4yr sem #2 Bachelor Academic ** Individual project *** Semester-long
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Design Process
Two separate program spaces; community facility [orange] and welcome centre [grey].
Connecting and weaving the two separate program spaces into a unified mass.
By examining a variety of orientations and organizations of all the programmable spaces, the community facility has been elevated above the welcome centre.
The community facility has been rotated vertically to emphasize the effect of the two facilities morphing into a single form. The roof top of the welcome centre is also used as a part of the com munity centre.
To provide a connection between the proposed exterior green spaces to the facility, the facades has been oriented perpendicular to its appropriate open areas. Additionally, a grand stair has been added to provide a direct linkage.
South and North facades have been enveloped with curtain walls to provide maximum natu ral light into the spaces, while also providing a visual linkage to the natural surroundings of the site.
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l 44 l Architecture Portfolio a b c d e f g h i j k l m n o p q r Lobby Reception Public washroom Meeting Room Property Manager Office Staff Lounge Exterior Staff Lounge Storage / Photocopy Room Chef’s Office Accountant Office Program Director’s Office Executive Director’s Office Tel/res Clerks Office Cleaner’s Closet Garbage Room Loading Area Mechanical Room Grand Stair WELCOME CENTRE GROUND FLOOR PLAN a b c d e f g h i j k l m n o Sorrento Centre Entrance Public Parking Staff Parking Green Space Pedestrian Zone Sorrento Welcome Centre / Community Facility Caritas Richardson Lodge Kekuli Spes Bona Farm House Shed Workshop Coverall Executive Director’s Residence SORRENTO CENTRE SITE PLAN 10 4 5 11 15 16 17 18 19 22 25 26 27 28 23 24 20 21 12 13 14 SITESECTION a m l k b n c j h e g d i f 0m 1m 2m 3m SECTIONA-2 SECTIONA-1 F G 1 2 5 6 7 8 9 3 4 10 11 12 A B C D E SECTIONAXO a b c c p q o n r m m l k j h i f e d 0m 1m 2m 3m
l Dae Hee Kim l 45 COMMUNITY FACILITY SECOND FLOOR PLAN Dining Hall Service Area Clean Dishes Pick up Dirt Dishes Drop off Dish Washing Room Cold Food Prep Hot Food Prep Range Griddle Grill Oven Chef’s Office Staff Washroom Dry Food Storage Loading Area Freezer Fridge a b c d e f g h i j k l m n o p q a b c d e Private Dining Hall Exterior Roof Top Dining Space Public Lounge Service Area Staff Lounge COMMUNITY FACILITY THIRD FLOOR PLAN SECTIONA-2 SECTIONA-1 F G 1 2 5 6 7 8 9 3 4 10 11 12 A B C D E SECTIONAXO b c a e d n f g h l m k j i p q o 0m 1m 2m 3m SECTIONA-2 SECTIONA-1 F G 1 2 5 6 7 8 9 3 4 10 11 12 A B C D E SECTIONAXO a b c d e 0m 1m 2m 3m
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EXPLODED AXONOMETRIC STRUCTURE DIAGRAM
Building the foundation by laying out the footings and also leveling the slope around the site. Ground Level Structure; post and beam construc tion, treated timber used for exterior, elevator shaft erected.
Second Level; post and beam construction with glulam beams and trusses to withstand the elevated roof structure.
Third Level; post and beam construction, glulam beams and trusses are connected.
Roof Top Level; glulam is connected to third level’s post and beam construction for support and attachment of the envelope system.
Envelope System; curtain walls attached to glulam beams, wood panels for roof and roof top terrace are also attached to glulam beams.
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SECTION A-1
Entrance
SECTION A-2
Tel/Res
Clerk Office
Executive Director’s Office Program Director’s Office Accountant’s Office Chef’s Office Dining Hall Elevated Dining Hall Grand Stair Exterior Stairs to Third Floor Private Dining Hall Welcome Centre Side Entrance
l 48 l Architecture Portfolio Top of Roof Level 3 Level 2 +32250 +36550 +40550 3 2 1 5 4 6 7 8 9 Top of Roof Level 3 Level 2 Ground Level +28950 +32250 +36550 +39550 A B C D E
a
c d e f g h i j k l
Reception Public Washroom Welcome Centre Side Entrance Freezer Loading Area Dry Food Storage Dish Washing Room Dining Hall Staff Lounge Service Area Private Dining Hall
b
a
e f g h i j k a f g i j a b k c d e h a e j b f k l g h i c d
b c d
SOUTH ELEVATION
Grand Stair
b c d f g e
a
a b c d e f g
Caritas Caritas Second Floor Access Welcome Centre Side Entrance Garbage Room Door Loading Area Door Drop Off Area
NORTH ELEVATION
g
d f
a b c e
a b c d e f g b c f e d
EAST ELEVATION
a b c d e f
Grand Stair
Caritas Welcome Centre Entrance Outdoor Staff Lounge Garbage Room Door Loading Area Door
l Dae Hee Kim l 49 Top of Roof Level 3 Level 2 Ground Level +28950 +32250 +36550 +40550 A B C D E F G
of Roof Level 3 Level 2 Ground Level +28950 +32250 +36550 +40550 1 3 2 4 5 6 7 9 8 Top of Roof Level 3 Level 2 Ground Level +28950 +32250 +36550 +40550 1 3 2 4 5 6 7 9 8
Top
Main Entrance Side entrance SIde entrance from Caritas Caritas Second Floor Access Caritas Exterior Stairs to Third Floor Exterior Roof Top Dining Space a
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TORONTO MUSEUM PROJECT MUSEUM DESIGN
RU.ASC.620-W2011
INSTRUCTOR : JULIE OURCEAU
Instructor: Julie Ourceau
Year: 2013, 3rd Year 2nd Semester
Toronto Museum Project [TMP] is directly using the artifacts voiced from 100 different Torontonian to exhibit. These artifacts are to represent its own individual values but also to be interpreted and reflected as a significant relationships to the Toronto city.
Taking the above statement into con sideration of the design, the TMP will take advantage of the site’s location, St. Lawrence district – one of the most historical region in downtown Toronto by allowing the context to be a part of the museum. This will reflect the historically diverse and multicultural exhibition in TMP and as well, today’s vibrantly active city of Toronto.
The TMP will incorporate 40, 000 square foot of programs including gallery, cafe, auditoriums, lounge, classrooms, library and many more to support its non profit institution.
* 3yr sem #1 Bachelor Academic
** Individual project
*** Semester-long
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Multicultural cities are able to function as a whole since the diverse aspects of multicul turalism are able to share and accept the common and the uncommon attributes. This concept is represented in the TMP museum in the manner of function and form.
DESIGN PROCESS
St. Lawrence neighborhood has the essence of Toronto’s social, cultural, economic di versity. Not only exhibiting the 100 different artifacts that represent Toronto, the city itself will be exhibited and directly be a part of the museum.
maximum land usage abiding by the zoning by-law [0m setback, max height ,curved cor ner]
concept I, connecting exterior to inside [balcony/ terrace/ open space]
variance in size of open space.
Vision of, the city being a part of the museum while incorporating a rigid exterior that repre sents the diversity of Toronto. However, as Toronto functions as a whole, the programs within the TMP museum will have a consis tency of spaces that are intergerated and connected to each other.
concept II , connecting spaces within the building [division of volume] division of volume = roof tops roof tops are replaced by terraces
horizontal extrusion of balcony [more usage of balcony, more deflected natural light into museum interior space]
concept II, connecting exterior to inside [open box to incorporate city into building]
angled exterior walls for dynamic views of St. Lawrence final design, perforated metal panels for peeking views towards St. Lawrence district from interior space.
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PARTI
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DIAGRAMS
DETAIL DRAWINGS
TMP museum is organized in a public to private manner as the floor level rises. The lower floors are used as public programing such as cafe, lounge and temporary ex hibitions. Starting on the fourth floor, the TMP museum gallery will start to program private spaces. Since TMP gallery does include a ticket fair, the starting level of the gallery space will include a security office. The dotted lines represents the spatial relationship between each other. Through temporary gallery space, auditorium and TMP gallery, it is connected by the exterior stair on the south part of the building.
Level 4 to 5
TMP Gallery space Wall design
Similar to other galleries in museums, minimum partition walls are used in this gallery space. To accommodate this the concrete shear wall on the stairs are being used as a gallery exhibition wall through fourth and fifth floor. The placement of the exhibition causes conflict between the circulation and viewers of the gallery spaces. To re solve this, the fifth floor has a cut out adjacent to the shear wall to relieve buffer area between the exhibition and circulation space.
Level 2 to 3
TMP auditorium space
Temporary gallery space
Partial wall section
The TMP auditorium spaces are designed to share its volume with the adjacent programs. The auditoriums will function in many ways; circulation path, temporary exhi bition space, public lounge and as the auditorium itself. During the schematic design stage, the small gross floor area constrained the designs to be minimal but at the same time, forced partial programs to contribute to each other. This also ties in to the parti, “different but equal”.
Level 4 to 6
TMP Gallery space Partial wall section
TMP main gallery spaced are located on fourth, fifth, and sixth level. Some of these gallery spaces includes open to above ceilings. It allows the visitors to see other exhibitions and actions going on other floors. This grants the opportunity to choose and approach other places in gallery space.
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TMP Spatial diagram Section AA
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l Dae Hee Kim l 59 up up dw up dw A B C D CHURCH STREET 9500 8200 7200 5600 5900 3200 2500 7000 A B WELLINGTON STREET EAST dw up dw up up up up dw A B C D 5 E 9500 8200 7200 5600 5900 3200 2500 7000 A B dw up up dw up dw A B C D 2 3 4 5 E 1 6 9500 8200 7200 5600 5900 3200 2500 7000 A dw dw dw up up up E 1 6 9500 2500 7000 A B A B C D 2 3 4 5 dw dw up dw up up A B C D 2 3 4 E 1 6 9500 8200 7200 5600 5900 3200 2500 7000 A B dw A B C D 5 E 1 6 9500 8200 7200 5600 5900 3200 2500 7000 A B Temporary Gallery TMP Gallery Auditorium Space Classroom Temporary Gallery TMP Gallery Auditorium Space Classroom a b c d BASEMENT TOS +91.95 LEVEL TOS +96.15 +100.35 +104.05 +107.75 +112.45 +117.15 +121.85 +126.05 +129.75 +133.95 LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS TOP OF ROOF 42000 3700 4200 19000 5700 4000 3500 5800 E D C B A BASEMENT TOS +91.95 LEVEL TOS +96.15 +100.35 +104.05 +107.75 +112.45 +117.15 +121.85 +126.05 +129.75 +133.95 LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS LEVEL TOS TOP OF ROOF 5 1 3700 4200 4700 4200 3700 4700 4700 4200 3700 4200 19000 4300 5400 6500 5800 8000 a b c d SECTION A-1 SECTION A-2 Temporary Gallery Cafe Loading Dock Auditorium Space Temporary Gallery Space TMP Gallery Concierge / Ticket Booth a b c a a a a a a a a a a a b b d d b b b b b b d d b b b c c c c a b a b Library / Archives Class Room Admin Space Studio Space Mechanical Room Roof Top Lounge Cafe a b a b a b c MECHANICAL FLOOR 4th Floor 7th Floor 2nd Floor 6th Floor GROUND FLOOR