Lauren Marshall - Selected Works by Lauren Marshall

LAUREN MARSHALL ARCHITECTURE, URBANISM, LANDSCAPE, AND DESIGN

TA B L E O F C O N T E N T S

PROFESSIONAL PROJECTS PA R L I A M E N T R OOMS | ER A

G E O R G E B R O W N | ACI

ST HILDA’S TO WER | ERA

MA C N A B TO WER | ERA

CONESTOGA C O LLEG E | A C I

U O I T N O R TH CA MPUS | AC I

ACADEMIC PROJECTS D O O V E R I S L A N D SAUNA

S U B U R B A N C O UNTER CULTUR E 4 8

WOR K (SPACE) I N PRO G RESS

V IVAR IUM

KI TCH ENS I N TH E PA RK

LAUREN MARSHALL

A REPLACE TRIM

REPLACE SHEET METAL ROOF TYP.

RESET TRIM

100% REPLACE ROTTEN WOOD FASCIA

100% WOOD REPLACEMENT

REPLACE SHEETMETAL COVERING/FLASHING

REPLAC DETERIO WOODW

REPLACE SHEETMETAL COVERING/FLASHING

REMOVE SHEET METAL COVER AND REPAIR WOOD BELOW

REPLACE SHEETMETAL COVERING/FLASHING

DUTCHMAN REPAIR

REPLACE WOOD WINDOW SILL

HW301

DUTCHMAN REPAIR

REMOVE NAILS

HW303

HW302

HW304

25% WOOD REPLACEMENT

HW305

HW306

25% WOOD REPLACEMENT

REPLACE BRACKET

REMOVE FASTNERS AND REPLACE

HW201

HW202

HW203

HW204

HW207

HW206

HW208

HW209

HW210

HW211

HW213

HW212

HW214

PROVIDE NEW WINDOW

REPLACE STANDING-SEAM METAL ROOF

REPLACE STANDINGSEAM METAL ROOF

PROVIDE BRICK INFILL BELOW NEW WINDOW RECESSED 25mm TO MATCH ADJACENT MASONRY

PROVIDE NEW COLD-APPLIED MODIFIED BITUMINOUS ROOF SYSTEM FOR PORCH ROOF

REPLACE WOOD WINDOW SILLS

PROVIDE NEW COLD-APPLIED MODIFIED BITUMINOUS ROOF SYSTEM FOR PORCH ROOF

REPLACE MODBIT ROOF

100% WOOD REPLACEMENT

REPLACE STANDING-SEAM METAL ROOF

C-42

REPLACE GUTTER AND DOWNSPOUT PROVIDE NEW WOOD DOOR AND FRAME SEE DOOR SCHEDULE HW103

HW102

HW101

PROVIDE NEW WOOD COLUMN BASES

REMOVE PLYWOOD ON SILL AND 50% REPLACEMENT

EQ 100% WOOD REPLACEMENT C-42

C-42

REPLACE GUTTER AND DOWNSPOUT

HW104

HW108 W4x

HW105

THSL

FPSB

RESTORE AND REUSE EXISTING DOOR HW107

HW106

PROVIDE NEW WOOD COLUMN BASES

D-502110-101

BLD P

REPLACE GUTTER AND DOWNSPOUT

PROVIDE NEW COLD-APP MODIFIED BITUMINOUS R SYSTEM FOR PORCH ROO

HW112

HW109

THSL

FPSB

HW111

HW110

REPAIR ROTTEN WOOD COLUMN BASES

D-504110-101

BLD P

PROVIDE NEW WOOD DOOR AND FRAME SEE DOOR SCHEDULE THSL

HW113 FPSB

D-506110-101

BLD P

GARBAGE ENCLOSURE, REFER TO LANDSCAPE.

100% REPLACE WOOD WINDOW SILLS

TOP OF GRADE AT ELEVATION FACE

EXTABLISHED GRADE = 102.61 (NO CHANGE)

PROVIDE HOLLOW METAL DOOR

HW001

HW002

HW003

___________________

A408

100% REPOINT BRICKWORK

DEMOLISH PORCH STAIRS. PROVIDE TEMPORARY STAIRS.

502 PARLIAMENT

REPLACE DAMAGED/MISSING BRICK ; 6 UNITS

502 PARLIAMENT

HW006

100% REPOINT BRICKWORK

C-51

HW007 D-506B01-151

C-51

PROVIDE NEW PRECAST CONCRETE SILLS (3)

100% REPOINT BRICKWORK

504 PARLIAMENT

DEMOLISH PORCH STAIRS. PROVIDE TEMPORARY STAIRS.

504 PARLIAMENT

C-51

___________________

A408

50% REPOINT BRICKWORK

20% BRICK REPLACEMENT AND 100% REPOINTING

DEMOLISH PORCH STAIRS. PROVIDE TEMPORARY STAIRS.

506 PARLIAMENT

6523

6217

6244

[21' - 4 7/8"]

[20' - 4 3/4"]

[20' - 5 7/8"]

Phase One

Above . Primary Elevation Drawings The exterior heritage conservation scope of the project is coordinated into two phases.

HW008

HW005 D-504B01-151

WATERPROOFING

EXTENT OF NEW TOP OF FOOTING

HW004 D-502B01-151 PROVIDE HOLLOW METAL DOOR

TOP OF GRADE AT ELEVATION VIEW-CUT

Phase Two

Phase One addresses the existing condition of the facade; Phase Two considers the access and egress from the interior to exterior of each of the addresses.

506 PARLIAMENT

25% BRICK REPLACEMENT AT BASE OF PIER

___________________

A408

PROVIDE NEW PRECAST CONCRETE SILLS (3)

PARLIAMENT ROOMS PROFESSIONAL | ERA ARCHITECTS

Parliament Rooms is a transformation of four Second Empire heritage row-houses into affordable, multi-tenant rooming houses at 502-508 Parliament St, Toronto. The 1879 row-houses built by J. Bowden were listed on the City of Toronto’s Heritage Registry in 1975 and have since fallen into a state of near disrepair. The renovation to these rowhouses provides a robust repair and conservation scope to the exterior facades and introduces newly landscaped grounds. The conservation of the primary east facade on Parliament Street addresses the public nature of the building and parallels it with an intimate and inviting landscape. Each of the individual addresses operate as an independent building through the maintenance of the existing structural masonry and fire walls. At the rear of the property, these individual addresses connect via generous outdoor terraces which double as exterior egress routes. The interior scope includes 44 revitalized multi-tenant units with shared kitchen space, dignified living quarters, and restored heritage assets. The focus of the interior design strategy is to balance opportunities for independent living and privacy alongside healthy social supports and exchanges.

Location Toronto, Ontario Client Toronto Community Housing Corporation, Dixon Hall Neighbourhood Services Structural & Environmental strategy Large scale renovation of four existing 1879 row-houses. Existing masonry structure remains, primary facade is conserved to heritage standards. New steel exterior egresses tie into existing masonry structure. Design Responsibilities I was the primary intern architect responsible for BIM coordination, and design from the schematic design phase through to construction documentation. Currently, I support the construction contract administration of the multiphase project. Total Construction Budget $6 million Project Size 2200m , 3 storeys + basement 2

Software Revit, Photoshop, Illustrator

The project is currently under construction and completion is expected by end of 2022.

LAUREN MARSHALL

PROPOSED LOAD BEAR 150

P1b PROPOSED LOAD BEAR

150

P1b

PROPOSED ROOF ASSEMBLIES

FRR ASS STC: FRR ASS

STC: PROPOSED PARTITION

PROPOSED ROOF ASSEMBLIES

PROPOSED FLAT ROOF

P2 PROPOSED PARTITION EXTERIOR • EXTERIOR • • • • • • • • • •INTERIOR • •

2-PLY TORCH APPLIED MODIFIED BITUMEN SBS ROOFING MEMBRANE 13 mm COVER BOARD 75 mm RIGID MINERAL WOOL INSULATION 2-PLY TORCH APPLIED MODIFIED BITUMEN SBS PLYWOOD SHEATHING AS PER STRUCTURAL ROOFING MEMBRANE EXISTING WOOD STRUCTURE (R1x), FILLED WITH 13 BOARD 184mm mmCOVER MINERAL WOOL BATT INSULATION 75 mm RIGID BARRIER MINERAL MEMBRANE WOOL INSULATION AIR/VAPOUR (CONTINUOUS) PLYWOOD SHEATHING AS PER CAVITY) STRUCTURAL 64 mm STEEL STUDS (SERVICE EXISTING WOODBOARD STRUCTURE (R1x), FILLED WITH 13 mm GYPSUM 184 mm MINERAL WOOL BATT INSULATION AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) 64 mm STEEL STUDS (SERVICE CAVITY) 13 mm GYPSUM BOARD

103

R-VALUE: 40

FRR STC: OBC FRR

STC: PROPOSED PARTITION OBC P3

PROPOSED PARTITION 90

PROPOSED FLAT ROOF R1

103

R-VALUE: 40

INTERIOR

PROPOSED PARTITION

PROPOSED LOAD BEARING PARTITION WOOD STUD 89 MM - 45-MIN FRR

INTERIOR • 16 mm TYPE X GYPSUM BOARD • 16 mm TYPE X GYPSUM BOARD

PROPOSED P2

R-VALUE: 40

EXTERIOR

PROPOSED

2-PLY TORCH APPLIED MODIFIED BITUMEN SBS ROOFING MEMBRANE 13 mm COVER BOARD 75 mm RIGID MINERAL WOOL INSULATION PLYWOOD SHEATHING AS PER STRUCTURAL EXISTING WOOD STRUCTURE (R1x), FILLED WITH 184 mm MINERAL WOOL BATT INSULATION AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) 2-PLY APPLIED MODIFIED BITUMEN SBS 64 mmTORCH STEEL STUDS (SERVICE CAVITY) ROOFING MEMBRANE 13 mm GYPSUM BOARD 13 mm COVER BOARD 75 mm RIGID MINERAL WOOL INSULATION PLYWOOD SHEATHING AS PER STRUCTURAL EXISTING WOOD STRUCTURE (R1x), FILLED WITH 184 mm MINERAL WOOL BATT INSULATION AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) 64 mm STEEL STUDS (SERVICE CAVITY) 13 mm GYPSUM BOARD

103

PROPOSED PROPOSED EXTERIOR WALLS

RETROFITTED MANSARD WOOD ROOF WALL P3 R-VALUE: 22.4 RETROFITTED MANSARD WOOD ROOF WALL W5 W5

PROPOSED FLAT ROOF AT MAIN STRUCTURE

SHINGLES INTERIOR INTERIOR • ROOFING MEMBRANE, ON EXTERIOR • EXISTING STRUCTURE (W7x), FILLED WITH • 13 mm TYPE • 89 mm MINERAL WOOL BATT INSULATION • • • • •INTERIOR • • • INTERIOR

128

EXTERIOR • • • • •

EXISTING WOOD STRUCTURE (R2X), FILLED WITH 235 mm MINERAL WOOL BATT INSULATION AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) 64 mm STEEL STUDS (SERVICE CAVITY) 13 mm GYPSUM BOARD

• • • • •

EXISTING WOOD STRUCTURE (R2X), FILLED WITHINTERIOR • 16 mm TYPE X GYPSUM BOARD 235 mm MINERAL WOOL BATT INSULATION AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS)• 16 mm TYPE X GYPSUM BOARD W6 64 mm STEEL STUDS (SERVICE CAVITY) • (GWB 16 mmINSTALLED TYPE X GYPSUM BOARDAT STAGGERED 13 mm GYPSUM BOARD

R-VALUE: 16.45 PROPOSED

INSULATED STUD - FURRING AT BASEMENT FOUNDATION WET WALLS

R-VALUE: 16.45

EXTERIOR

P8a

EXISTING SUBSTRATE EXISTING SUBSTRATE

P8a

•EXTERIOR EXISTING BRICK (W2x) • 10 mm DIMPLE DRAINAGE BOARD • 13 mm NON-BIODEGRADEABLE EXTERIOR GRADE EXISTING BRICK (W2x) GYPSUM BOARD • 10 mm DIMPLE DRAINAGE BOARD • AIR BARRIER SELF-ADHESIVE MEMBRANE (CONTINUOUS 13 mm NON-BIODEGRADEABLE EXTERIOR GRADE AT EXTERIOR WALLS. FOR INTERIORS SEE PLAN FOR GYPSUM BOARD TERMINATION) • AIR BARRIER SELF-ADHESIVE MEMBRANE (CONTINUOUS • 89 XPS RIGID INSULATION AT mm EXTERIOR WALLS. FOR INTERIORS SEE PLAN FOR • VAPOUR BARRIER MEMBRANE TERMINATION) • 38 FURRING CHANNEL 89 mm STEEL XPS RIGID INSULATION • VAPOUR BARRIER MEMBRANE INTERIOR • 38 mm STEEL FURRING CHANNEL

151 151

INTERIOR

•EXTERIOR EXISTING BRICK (W2x) • 10 mm DIMPLE DRAINAGE BOARD EXISTING BRICK (W2x) •• 13 mm NON-BIODEGRADEABLE EXTERIOR • GRADE 10 mm DIMPLE DRAINAGE GYPSUM BOARD BOARD 13 mm NON-BIODEGRADEABLE EXTERIOR •• AIR BARRIER SELF-ADHESIVE MEMBRANE GRADE GYPSUM BOARD (CONTINUOUS) AIRmm BARRIER SELF-ADHESIVE •• 89 XPS RIGID INSULATION MEMBRANE (CONTINUOUS) • VAPOUR BARRIER MEMBRANE 89 mm mm (D) XPSX RIGID •• 64 32 mmINSULATION (W) STEEL STUD (2-1/2" • X VAPOUR 1-1/4") BARRIER MEMBRANE 64 mm mm GYPSUM (D) X 32 mm (W) STEEL (2-1/2" •• 13 BOARD (TYPE STUD C INSIDE X 1-1/4") RESIDENTIAL AREAS) • 13 mm GYPSUM BOARD (TYPE C INSIDE RESIDENTIAL AREAS) INTERIOR INTERIOR

R-VALUE: 16.45

PROPOSED INSULATED STUD - FURRING AT BASEMENT FOUNDATION WET WALLS PROPOSED INSULATED STUD - FURRING AT BASEMENT FOUNDATION WET WALLS PROPOSED LOAD BEARING PARTITION WOOD STUD 140 MM - 45-MIN FRR P8a P8a

P1a

INTERIOR

• 16 mm TYPE X GYPSUM BOARD • 16 mm TYPE X GYPSUM BOARD

EXTERIOR

FRR: 45 mins STC: 51 OBC SB-3: W5a

R-VALUE: 16.45

•EXTERIOR EXISTING BRICK (W2x) • 10 mm DIMPLE DRAINAGE BOARD EXISTING BRICK (W2x) •• 13 mm NON-BIODEGRADEABLE EXTERIOR

R-VALUE: 16.45

• 38 x 140 mm TIMBER STUDS SPACED 300 mmBARRIER O.C. • AIR SELF-ADHESIVE MEMBRANE GRADE GYPSUM •INTERIOR 140 mm THICK ABSORPTIVE MATERIAL (CONTINUOUS ATBOARD EXTERIOR WALLS. FOR AIRO.C. BARRIER SELF-ADHESIVE MEMBRANE • RESILIENT CHANNELS SPACED AT 610•mm INTERIORS SEE PLAN FOR TERMINATION) •• 16 (CONTINUOUS AT INSULATION EXTERIOR WALLS. FOR 16 mm mm TYPE TYPE X X GYPSUM GYPSUM BOARD BOARD • 89 mm XPS RIGID INTERIORS SEE PLAN FOR TERMINATION) • 16 mm TYPE X GYPSUM BOARD • VAPOUR BARRIER MEMBRANE (GWB INSTALLED STAGGERED AT OPPOSITE SIDES, EVERY 610 CHANNEL mm O.C.) 89 mm mm XPS RIGID INSULATION INTERIOR •• 38 STEEL FURRING • VAPOUR • 38 x 140 mm TIMBER STUDS SPACED 300 mm O.C. BARRIER MEMBRANE • 140 mm THICK ABSORPTIVE MATERIALINTERIOR • 38 mm STEEL FURRING CHANNEL • RESILIENT CHANNELS SPACED AT 610 mm O.C. • 16 mm TYPE X GYPSUM BOARD INTERIOR INTERIOR

PROPOSED UNINSULATED STUD - FURRING AT BASEMENT EXTERIOR PROPOSED UNINSULATED STUD - FURRING AT BASEMENT EXTERIOR P8b

P8b

EXISTING SUBSTRATE SUBSTRATE 189 EXISTING

189

EXISTING SUBSTRATE SUBSTRATE 151EXISTING

171 171

EXTERIOR •EXTERIOR EXISTING BRICK (W2x) • 10 mm DIMPLE DRAINAGE BOARD EXISTING BRICK (W2x) •• 13 mm NON-BIODEGRADEABLE EXTERIOR • GRADE 10 mm DIMPLE DRAINAGE GYPSUM BOARD BOARD 13 mm NON-BIODEGRADEABLE EXTERIOR •• AIR BARRIER SELF-ADHESIVE MEMBRANE GRADE GYPSUM (CONTINUOUS ATBOARD EXTERIOR WALLS. FOR • INTERIORS AIR BARRIER SELF-ADHESIVE MEMBRANE SEE PLAN FOR TERMINATION) (CONTINUOUS AT EXTERIOR • 64 mm STEEL STUDS SPACEDWALLS. 600mm FOR O.C. INTERIORS SEE BOARD PLAN FOR TERMINATION) • 13 mm GYPSUM • 64 mm STEEL STUDS SPACED 600mm O.C. • 13 mm GYPSUM BOARD INTERIOR INTERIOR

PROPOSED UNINSULATED STUD - FURRING AT BASEMENT EXTERIOR

151

EXISTING EXISTING SUBSTRATE SUBSTRATE 100

157 157

100

EXISTING SUBSTRATE SUBSTRATE 23 EXISTING

± 285± 285

Opposite . Ground Floor Plan The row-houses operate as four independent buildings which share exterior exits. Circulation design and shared amenities take priority in each of the unique building layouts.

• GRADE 10 mm DIMPLE DRAINAGE INSTALLED STAGGERED AT OPPOSITE SIDES, EVERY 610 mmBOARD O.C.) PROPOSED LOAD BEARING PARTITION WOOD STUD 140 MM - 45-MIN(GWB FRR GYPSUM BOARD • 13 mm NON-BIODEGRADEABLE EXTERIOR

P1a

PROPOSED UNINSULAT

EXTERIOR

189 189

320 320

INTERIOR

PROPOSED INSULATED STUD - FURRING AT BASEMENT FOUNDATION WET WALLS

P1a

Below . Wall Assemblies Existing and new exterior and interior roof and wall assemblies are carefully considered for PROPOSED INTERIOR PARTITIONS thermal value, durability, moisture and sound PROPOSED INTERIOR PARTITIONS control. 201

NEW BRICK (BY OTHERS) 10 mm GAP, FILLED WITH SEALANT AND BACKER ROD ON ALL SIDES EXCEPT THE BOTTOM (BY OTHERS), NEW BRICK (BY OTHERS) WEATHER RESISTANT BARRIER (BYAND OTHERS), ONROD 10 mm GAP, FILLED WITH SEALANT BACKER 19 SHEATHING (BY OTHERS) ONmm ALLPLYWOOD SIDES EXCEPT THE BOTTOM (BY OTHERS), 38 mm x 89 RESISTANT mm WOOD STUD (BY (BY OTHERS), FILLED WEATHER BARRIER OTHERS), ON WITH 89 WOOL BATT INSULATION 19 mm MINERAL PLYWOOD SHEATHING (BY OTHERS) 32 WOOLSTUD RIGID(BY INSULATION, 38 mm MINERAL x 89 mm WOOD OTHERS), FILLED WITH MECHANICALLY 89 mm MINERAL FASTENED WOOL BATT INSULATION AIR/VAPOUR BARRIER (CONTINUOUS) 32 mm MINERAL WOOLMEMBRANE RIGID INSULATION, 64 mm STEEL STUDS (SERVICE CAVITY) MECHANICALLY FASTENED 13 mm GYPSUM BOARDMEMBRANE (CONTINUOUS) AIR/VAPOUR BARRIER 64 mm STEEL STUDS (SERVICE CAVITY) 13 mm GYPSUM BOARD

201

•EXTERIOR • • • • • • • • • • • • INTERIOR •

Above . Photograph Archival photo from Eric Arthur´s and Stephen A. Otto´s ‘’Toronto, No Mean City’’ (2013 Edition), Page 177, Date Unknown. W7

INTERIOR

P8c PROPOSED UNINSULAT • NEW FLOOR FINISH (REFER TO ROOM FINISH (CONTINUOUS AT EXTERIOR WALLS. FOR SCHEDULE) • EXISTING (W2x)FOR TERMINATION) NEW FLOOR FINISH (REFER TO ROOM FINISH INTERIORSBRICK SEE PLAN F1a •• EXISTING 16 mm FLOOR BOARDS SUBFLOOR P8c •• 89 10 mm DRAINAGE BOARD SCHEDULE) mm DIMPLE XPS RIGID INSULATION BEARING PARTITION WOOD STUD 140 MM - 45-MIN FRR • EXISTING 250 mm WOOD JOISTS SPACED 600 mm •• VAPOUR 13 mm NON-BIODEGRADEABLE • O.C. EXISTING 16 mm FLOOR BOARDS SUBFLOOR BARRIER MEMBRANE EXTERIOR FRR: 60 mins GRADE GYPSUM BOARDCHANNEL INTERIOR EXISTING 250 mm WOOD JOISTS SPACED 600 mm • 38 mm STEEL FURRING STC: 50 •• 250 mm THICK ABSORPTIVE MATERIAL • AIR BARRIER SELF-ADHESIVE MEMBRANE FRR: MM 60 mins O.C. BEARING PARTITION WOOD STUD 140 -F9c 45-MIN FRR OBC: SB-3: • RESILIENT METAL CHANNELS SPACED 400 mm (CONTINUOUS AT EXTERIOR WALLS. FOR • 16 mm TYPE X GYPSUM BOARDINTERIOR STC: 50 • O.C. 250 mm THICK ABSORPTIVE MATERIAL INTERIOR INTERIORS SEE PLAN FOR TERMINATION) • 16 mm TYPE X GYPSUM BOARD OBC: SB-3: F9c • RESILIENT CHANNELS mm TYPEMETAL X GYPSUM BOARDSPACED 400 mm mm XPS RIGID INSULATION (GWB INSTALLED STAGGERED •AT89 OPPOSITE SIDES, EVERY 610 mm O.C.) • 16 O.C. R-VALUE: 16.45 •• 38 16 mm TYPE X GYPSUM BOARD • VAPOUR BARRIER x 140 mm TIMBER STUDS SPACED 300 mm O.C. MEMBRANE • 16 mm TYPE X GYPSUM BOARD INTERIOR • 16 X ABSORPTIVE GYPSUM BOARD • 38 mm STEEL FURRING CHANNEL 140mm mmTYPE THICK MATERIAL INSTALLED STAGGERED SIDES, EVERY 610 mm O.C.) INTERIOR • (GWB RESILIENT CHANNELS SPACEDAT ATOPPOSITE 610 mm O.C. UNINSULATED STUD - FURRING •AT EXTERIOR FRR:PROPOSED 45 mins 38 xBASEMENT 140 mm TIMBER STUDS SPACED 300 mm O.C. INTERIOR 16 mm TYPE X GYPSUM BOARD STC: 51 • 140 WOOD mm THICK FLOOR ABSORPTIVE MATERIALFRR - UPGRADE PROPOSED 200MM - 60-MIN OBC SB-3: W5a •INTERIOR RESILIENT CHANNELS SPACED AT 610 mm O.C. INTERIOR R-VALUE: 16.45 PROPOSED 200MM WOOD - 60-MIN FRR - UPGRADE FRR: 45P8b mins • 16 mm TYPE X FLOOR GYPSUM BOARD EXTERIOR STC: 51 F2a •INTERIOR NEW FLOOR FINISH (REFER TO ROOM FINISH OBC SB-3: W5a SCHEDULE) • EXISTING BRICK (W2x) F2a - FURRING INTERIOR PROPOSED UNINSULATED STUD AT BASEMENT EXTERIOR NEW FLOOR FINISH (REFER TO ROOM FINISH •• EXISTING 16 mm FLOOR BOARDS SUBFLOOR • 10 mm DIMPLE DRAINAGE BOARD SCHEDULE) • EXISTING 200 mm WOOD JOISTS SPACED 600 mm • 13 mm NON-BIODEGRADEABLE EXTERIOR • O.C. EXISTING 16 mm FLOOR BOARDS SUBFLOOR GRADE GYPSUM BOARD P8b FRR: 60 mins EXISTING 200 mm WOOD JOISTS SPACED 600 mm •• 200 mm THICK ABSORPTIVE MATERIAL •EXTERIOR AIR BARRIER SELF-ADHESIVE MEMBRANE STC: 50 O.C. FRR: 60 mins • RESILIENT METAL CHANNELS SPACED 400 mm (CONTINUOUS AT EXTERIOR WALLS. FOR OBC: SB-3: F9c • O.C. 200 mm THICK ABSORPTIVE MATERIAL • EXISTING (W2x)FOR TERMINATION) STC: 50 INTERIORSBRICK SEE PLAN RESILIENT CHANNELS 10 mm mm STEEL DIMPLESTUDS DRAINAGE BOARD OBC: SB-3: F9c •• 16 mm TYPEMETAL X GYPSUM BOARDSPACED 400 mm •• 64 SPACED 600mm O.C. 13 mm mm GYPSUM NON-BIODEGRADEABLE EXTERIOR O.C. •• 13 BOARD • 16 mm TYPE X GYPSUM BOARD GRADE GYPSUM BOARD INTERIOR • AIR BARRIER SELF-ADHESIVE MEMBRANE INTERIOR INTERIOR (CONTINUOUS AT EXTERIOR WALLS. FOR INTERIORS PROPOSED 250MM WOOD FLOOR - 60-MIN FRR SEE PLAN FOR TERMINATION) • 64 mm STEEL STUDS SPACED 600mm O.C. INTERIOR PROPOSED 250MM WOOD FLOOR - 60-MIN FRR • 13 mm GYPSUM BOARD PROPOSED UNINSULATED STUD F1 - FURRING AT BASEMENT EXTERIOR •INTERIOR NEW FLOOR FINISH (REFER TO ROOM FINISH INTERIOR SCHEDULE) F1 NEW FINISH (REFER TO ROOM FINISH •• 16 mmFLOOR PLYWOOD SUBFLOOR P8c SCHEDULE) EXTERIOR • 250 mm WOOD JOISTS SPACED 600 mm O.C. 16 mm SUBFLOORMATERIAL •• 250 mmPLYWOOD THICK ABSORPTIVE FRR: 60 mins 250 mm WOOD JOISTS SPACED 600 mm400 O.C.mm • EXISTING BRICK (W2x) •• RESILIENT METAL CHANNELS SPACED STC: PROPOSED UNINSULATED STUD - 50 FURRING AT BASEMENT EXTERIOR • O.C. 250 mm THICK ABSORPTIVE MATERIAL FRR: 60 mins • 10 mm DIMPLE DRAINAGE BOARD OBC: SB-3: F9c RESILIENT CHANNELS STC: 50 • 13 mm NON-BIODEGRADEABLE EXTERIOR •• 16 mm TYPEMETAL X GYPSUM BOARDSPACED 400 mm O.C. OBC: SB-3: F9c GRADE GYPSUM BOARD P8c • 16 mm TYPE X GYPSUM BOARD EXTERIOR • AIR BARRIER SELF-ADHESIVE MEMBRANE INTERIOR (CONTINUOUS AT EXTERIOR WALLS. FOR INTERIOR • EXISTING (W2x)FOR TERMINATION) INTERIORSBRICK SEE PLAN • 10 mm DIMPLE DRAINAGE BOARD •INTERIOR 13 mm NON-BIODEGRADEABLE EXTERIOR PROPOSED 200MM WOOD FLOOR - 60-MIN FRR GRADE GYPSUM BOARD INTERIOR • AIR BARRIER SELF-ADHESIVE MEMBRANE F1a

± 235± 235

EXTERIOR

EXISTING SUBSTRATE EXISTING SUBSTRATE

PROPOSED BRICK INFILL WALL R-VALUE: 18

PROPOSED LOAD

INTERIOR

R-VALUE: 18

•INTERIOR 19 mm FIRE RATED PLYWOOD BACKBOARD • SUPPORT AS REQUIRED • 19 mm FIRE RATED PLYWOOD BACKBOARD • SUPPORT AS REQUIRED INTERIOR

PROPOSED INTERIOR PARTITIONS PROPOSED LOAD

PROPOSED INSULATED STUD - 189mm FURRING AT BASEMENT FOUNDATION PROPOSED INSULATED STUD - 189mm FURRING AT BASEMENT FOUNDATION

PROPOSED BRICK INFILL WALL

EXTERIOR

PROPOSED INTERIOR FLOORS

285 285

INTERIOR

R-VALUE: 16.45

PROPOSED INTERIOR PARTITIONS

•EXTERIOR DECORATIVE WOOD TRIM ON 13 mm VERTICAL WOOD PANEL (TONGUE & GROOVE) (BY OTHERS), ON • 19 mm WOOD WOOD BATTENS (BYON OTHERS) DECORATIVE TRIM 13 mm VERTICAL WOOD • WEATHER RESISTANT BARRIER OTHERS), PANEL (TONGUE & GROOVE) (BY(BY OTHERS), ONON • 19 mm PLYWOOD WOOD(BY SHEATHING WOOD BATTENS OTHERS) (BY OTHERS) • 140 mm X 38 mm WOODBARRIER STUDS, SPACED AT 400ON mm O.C. WEATHER RESISTANT (BY OTHERS), (BY OTHERS), FILLED WITH • 19 mm PLYWOOD WOOD SHEATHING (BY OTHERS) • 140 mm MINERAL WOOL STUDS, BATT INSULATION X 38 mm WOOD SPACED AT 400 mm O.C. • 51 MINERAL WOOLWITH RIGID INSULATION, (BYmm OTHERS), FILLED MECHANICALLY • 140 mm MINERALFASTENED WOOL BATT INSULATION • AIR/VAPOUR BARRIER (CONTINUOUS) 51 mm MINERAL WOOLMEMBRANE RIGID INSULATION, • 64 mm STEEL STUDS (SERVICE CAVITY) MECHANICALLY FASTENED • 13 mm GYPSUM BOARDMEMBRANE (CONTINUOUS) AIR/VAPOUR BARRIER • 64 mm STEEL STUDS (SERVICE CAVITY) INTERIOR • 13 mm GYPSUM BOARD

EXISTING SUBSTRATE EXISTING SUBSTRATE

319 319

151

P12

P8a

13 mm NON-BIODEGRADEABLE EXTERIOR GRADE INTERIOR GYPSUM BOARD • AIR BARRIER SELF-ADHESIVE MEMBRANE (CONTINUOUS AT EXTERIOR WALLS. FOR INTERIORS SEE PLAN FOR •INTERIOR EXISTING BRICK (W3x) EXTERIOR TERMINATION) • AT FORMER FIRE PLACE WALLS ONLY: • 89 mm XPS RIGID INSULATION • NEW EXISTING BRICK EXISTINGBARRIER BRICK (W2x) •• VAPOUR MEMBRANE READY MIX (W3x) SKIM COAT (2-3 mm) 10 mm mm STEEL DIMPLEFURRING DRAINAGE BOARD • AT mm FORMER FIRE WALLS ONLY: •• 38 CHANNEL (D) X 32 mmPLACE (W) STEEL STUD (2-1/2" • 13 mm NON-BIODEGRADEABLE EXTERIOR GRADE• 64 NEW READY MIX SKIM COAT (2-3 mm) X 1-1/4") INTERIOR GYPSUM BOARD 64 mm mm TYPE (D) X 32 mm (W) STEEL STUD (2-1/2" • AIR BARRIER SELF-ADHESIVE MEMBRANE (CONTINUOUS •• 13 C GYPSUM BOARD AT EXTERIOR WALLS. FOR INTERIORS SEE PLAN FOR X 1-1/4") TERMINATION) P1a • 13 mm TYPE C GYPSUM BOARD • 89 mm XPS RIGID INSULATION INTERIOR • VAPOUR BARRIER MEMBRANE • 38 mm STEEL FURRING CHANNEL INTERIOR

• EXISTING BRICK (W2x) PROPOSED INSULATED STUD - FURRING AT INTERIOR BASEMENT FOUNDATION WET WALLS PROPOSED FLOORS • 10 mm DIMPLE DRAINAGE BOARD PROPOSED 250MM WOOD FLOOR - 60-MIN FRR - UPGRADE EXTERIOR • 13 mm NON-BIODEGRADEABLE INTERIOR GRADE GYPSUM BOARD P8a PROPOSED 250MM WOOD FLOOR - 60-MIN FRR - UPGRADE EXTERIOR INTERIOR • AIR BARRIER SELF-ADHESIVE MEMBRANE

•

PROPOSED 200MM WOOD FLOOR - 60-MIN FRR F2

(CONTINUOUS AT EXTERIOR WALLS. FOR •INTERIOR NEW FLOOR FINISH (REFER TO ROOM FINISH INTERIORS SEE PLAN FOR TERMINATION) SCHEDULE) NEW FINISH (REFER TO ROOM FINISH •• 16 mmFLOOR PLYWOOD SUBFLOOR SCHEDULE) • 200 mm WOOD JOISTS SPACED 600 mm O.C. 16 mm SUBFLOORMATERIAL •• 200 mmPLYWOOD THICK ABSORPTIVE 200 mm WOOD JOISTS SPACED 600 mm400 O.C.mm •• RESILIENT METAL CHANNELS SPACED • O.C. 200 mm THICK ABSORPTIVE MATERIAL RESILIENT CHANNELS •• 16 mm TYPEMETAL X GYPSUM BOARDSPACED 400 mm O.C. • 16 mm TYPE X GYPSUM BOARD INTERIOR

INTERIOR

FRR: 60 mins STC: 50 FRR: 60 mins OBC: SB-3: F9c STC: 50 OBC: SB-3: F9c

PROPOSED EXTERIOR 200MM STEEL DECK PLATFORM PROPOSED EXTERIOR 200MM STEEL DECK PLATFORM F3

PROPOSED 150MM CONCRETE SLAB ON GRADE PROPOSED 150MM CONCRETE SLAB ON GRADE F4

INTERIOR

• 9 mm GALVANIZED STEEL DECK • 200 mm STEEL JOISTS • 9 mm GALVANIZED STEEL DECK • 200 mm STEEL JOISTS

P8a

SLAB PERIMETER

PROPOSED WOOD STUD WALL - 140 MM EXTERIOR

PROPOSED FIRE-RATED PLYWOOD BACKBOARD 19MM RESIDENTIAL AREAS) P12 PROPOSED INSULATED STUD - FURRING AT BASEMENT FOUNDATION WET WALLS

AREAS)

INTERIOR

201

R-VALUE: 16.45

R-VALUE: 22.4

AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) 64 mm STEEL STUDS (SERVICE CAVITY) RESIDENTIAL INTERIOR 13 mm GYPSUM BOARD

INTERIOR

R-VALUE: 8.4

PROPOSED PARTITION STEEL STUDEXTERIOR 64MM - FURRING EXISTING BRICK (W2x) PROPOSED PARTITION STEEL STUD•• 64MM10 -mmFURRING DIMPLE DRAINAGE BOARD PROPOSED INSULATED STUD - FURRING AT BASEMENT FOUNDATION WET WALLS P8a

201

PROPOSED WOOD STUD WALL - 140 MM

• • •

PROPOSED INSULATED STUD - FURRING AT BASEMENT FOUNDATION WET WALLS R-VALUE: 8.4 R-VALUE: 16.45

EXISTING SUBSTRATE 79 EXISTING SUBSTRATE

SHINGLES ROOFING MEMBRANE, ON EXISTING SHINGLESSTRUCTURE (W7x), FILLED WITH 89 mm MINERAL WOOL ON BATT INSULATION ROOFING MEMBRANE, 51 mm MINERAL WOOL (W7x), RIGID INSULATION, EXISTING STRUCTURE FILLED WITH MECHANICALLY 89 mm MINERAL FASTENED WOOL BATT INSULATION AIR/VAPOUR BARRIER (CONTINUOUS) 51 mm MINERAL WOOLMEMBRANE RIGID INSULATION, 64 mm STEEL STUDS (SERVICE CAVITY) MECHANICALLY FASTENED 13 mm GYPSUM BOARDMEMBRANE (CONTINUOUS) AIR/VAPOUR BARRIER 64 mm STEEL STUDS (SERVICE CAVITY) 13 mm GYPSUM BOARD

151 151

•EXTERIOR • • • • • • • • • INTERIOR • • INTERIOR

EXISTING SUBSTRATE EXISTING SUBSTRATE 189

EXTERIOR

EXISTING SUBSTRATE SUBSTRATE 100 100 EXISTING

MANSARD WOOD ROOF WALL 320

320

EXISTING 151 SUBSTRATE EXISTING SUBSTRATE

R-VALUE: 22.4

EXISTING SUBSTRATE 128 128 EXISTING SUBSTRATE

RETROFITTED R-VALUE: 22.4

PROPOSED BRICK INFILL WALL R-VALUE: 18

RETROFITTED MANSARD WOOD ROOF WALL

189

PROPOSED EXTERIOR WALLS PROPOSED EXTERIOR WALLS

PROPOSED PROPOSED

151

R-VALUE: 18

EXISTING SUBSTRATE 133 133 EXISTING SUBSTRATE

PROPOSED BRICK INFILL WALL

EXISTING EXISTING SUBSTRATE 151 SUBSTRATE

INTERIOR

151

EXISTING EXISTING SUBSTRATE 100SUBSTRATE

PROPOSED PROPOSED

EXTERIOR

100

EXISTING79SUBSTRATE EXISTING SUBSTRATE

319

•EXTERIOR EXISTING WOOD STRUCTURE (R2X), FILLED WITH • 235 mm MINERAL WOOL BATT INSULATION • AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) EXISTING WOOD STRUCTURE (R2X), FILLED WITH • 64 STUDS (SERVICE CAVITY) 235mm mmSTEEL MINERAL WOOL BATT INSULATION • 13 mm GYPSUM BOARDMEMBRANE (CONTINUOUS) AIR/VAPOUR BARRIER • 64 mm STEEL STUDS (SERVICE CAVITY) INTERIOR • 13 mm GYPSUM BOARD

319

EXTERIOR

EXISTING SUBSTRATE 23 EXISTING SUBSTRATE

PROPOSED WOOD STUD WALL - 140 MM R-VALUE: 22.4

FLAT ROOF AT MAIN STRUCTURE

R-VALUE: 38

128

PROPOSED FLAT ROOF AT MAIN STRUCTURE R-VALUE: 38 PROPOSED

R-V

P7 PROPOSED PARTITION

EXISTING SUBSTRATE 54EXISTING SUBSTRATE

PROPOSED PROPOSED

PARTITION

PROPOSED PARTITION R-V

STUDS SPACED 600mm O.C.

WEATHER RESISTANT BARRIER (BY OTHERS), ON DECORATIVE WOOD TRIMSHEATHING ON 13 mm VERTICAL WOOD 19 mm PLYWOOD WOOD (BY OTHERS) INTERIOR PANEL & GROOVE) (BYSPACED OTHERS), 140 mm(TONGUE X 38 mm WOOD STUDS, ATON 400 mm O.C. INTERIOR 19 WOOD BATTENS (BY OTHERS) (BYmm OTHERS), FILLED WITH WEATHER RESISTANT BARRIER (BY OTHERS), ON 140 mm MINERAL WOOL BATT INSULATION • OTHERS) 13 mm TYPE C GYPSUM BOARD 19 WOOD SHEATHING (BY 51 mm PLYWOOD MINERAL WOOL RIGID INSULATION, • AT 39400 mm STUDS SPACED 600mm 140 mm X 38 mm FASTENED WOOD STUDS, SPACED mmSTEEL O.C. MECHANICALLY (BY OTHERS),BARRIER FILLED WITH AIR/VAPOUR MEMBRANE (CONTINUOUS) 140 mmSTEEL MINERAL WOOL BATT INSULATION 64 mm STUDS (SERVICE CAVITY) 51 WOOL RIGID INSULATION, EXTERIOR 13 mm MINERAL GYPSUM BOARD MECHANICALLY FASTENED INTERIOR • AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) INTERIOR • 64 mm STEEL STUDS (SERVICE CAVITY)• EXISTING BRICK (W2x OR W3x) • 13 mm GYPSUM BOARD • NEW READY MIX SKIM COAT (2-3 mm)

235 235

PROPOSED WOOD STUD WALL - 140 MM R-VALUE: 22.4

133

PROPOSED PROPOSED

DECORATIVE WOOD TRIM ON 13 mm VERTICAL WOOD • 39ONmm STEEL PANEL (TONGUE & GROOVE) (BY OTHERS),

• • • • • • • • • •

320

R-VALUE: 22.4

320

RETROFITTED MANSARD WOOD ROOF WALL

INTERIOR

151 EXISTINGEXISTING SUBSTRATE SUBSTRATE

• • • • • • • • • INTERIOR •

•EXTERIOR 2-PLY TORCH APPLIED MODIFIED BITUMEN SBS ROOFING MEMBRANE 13 mm TORCH COVERAPPLIED BOARD MODIFIED BITUMEN SBS 2-PLY 75 mm RIGID MINERAL WOOL INSULATION ROOFING MEMBRANE PLYWOOD SHEATHING 13 mm COVER BOARD AS PER STRUCTURAL EXISTING WOOD STRUCTURE (R1x), FILLED WITH 75 mm RIGID MINERAL WOOL INSULATION 184 mm MINERAL WOOLAS BATT PLYWOOD SHEATHING PERINSULATION STRUCTURAL AIR/VAPOUR BARRIER MEMBRANE EXISTING WOOD STRUCTURE (R1x),(CONTINUOUS) FILLED WITH 64 STUDS (SERVICE CAVITY) 184mm mmSTEEL MINERAL WOOL BATT INSULATION 13 mm GYPSUM BOARDMEMBRANE (CONTINUOUS) AIR/VAPOUR BARRIER 64 mm STEEL STUDS (SERVICE CAVITY) 13 mm GYPSUM BOARD

103 103

PROPOSED EXTERIOR P2WALLS

R-VALUE: 22.4

EXTERIOR

EXISTING 133 SUBSTRATE EXISTING SUBSTRATE

319

PROPOSED PROPOSED

RETROFITTED MANSARD WOOD ROOF WALL P2

FLAT ROOF

R-VALUE: 40

EXISTING SUBSTRATE 128 EXISTING SUBSTRATE

PROPOSED R-VALUE: 40

•

PARTITION

•EXTERIOR EXISTING BRICK (W2x) PARTITION STEEL STUD 64MM - INSULATED FURRING AT EXTERIOR WALL • 10 mm DIMPLE DRAINAGE BOARD FRR: 45 mins, REFER TO SHEET A003 FOR FRR O.C. EXISTING BRICK (W2x) •• 13 mm NON-BIODEGRADEABLE EXTERIOR ASSEMBLY CALCULATIONS • GRADE 10 mm DIMPLE DRAINAGE FRR: 50 45 mins, REFER TO SHEET A003 FOR FRR GYPSUM BOARD BOARD STC: 13 mm NON-BIODEGRADEABLE EXTERIOR ASSEMBLY CALCULATIONS •• AIR BARRIER SELF-ADHESIVE MEMBRANE GRADE GYPSUM STC: 50 (CONTINUOUS ATBOARD EXTERIOR WALLS. FOR PROPOSED INSULATED INTERIOR • INTERIORS AIR BARRIER SELF-ADHESIVE MEMBRANE SEE PLAN FOR TERMINATION) PROPOSED PARTITION STEEL STUD 64MM - INSULATED FURRING AT EXTERIOR WALL (CONTINUOUS AT EXTERIOR PARTITION STEEL STUD 64MM - 60-MIN FRR • 44 mm STEEL STUDS SPACEDWALLS. 600 mmFOR O.C. INTERIORS SEE PLAN FOR TERMINATION) • AIR BARRIER - LIQUID APPLIED P8 • XPS RIGID INSULATION INTERIOR PROPOSED INSULATED PARTITION STEEL STUD 64MM - 60-MIN FRR INTERIOR 44 mm STEEL STUDS SPACED 600 mm O.C. PERMEABLE •• VAPOUR BARRIER MEMBRANE P6 PROPOSED BRICK INFILL WALL EXTERIOR • 13 XPS RIGID INSULATION • 51 mm MINERAL WOOL RIGID INSULATION, • mm GYPSUM BOARD •INTERIOR 13 mm TYPE X GYPSUM BOARD R-VALUE: 18 P8 MECHANICALLY FASTENED OR GLUED, • VAPOUR BARRIER MEMBRANE • 64 mm STEEL STUDS SPACED 600mm O.C. •• VAPOUR EXISTINGBARRIER BRICK (W2x OR W3x) • 13 mm GYPSUM BOARD R-VALUE: 8 MEMBRANE • 64 13 mm mm THICK TYPE XABSORPTIVE GYPSUM BOARD INTERIOR PROPOSED BRICK INFILL WALL • MATERIAL •• 64 NEW MIX SKIM mm) EXTERIOR EXTERIOR mmREADY (D) X 32 mm (W) COAT STEEL(2-3 STUD (2-1/2" 64LAYERS mm STEEL STUDS 600mm O.C. W7 R-VALUE: 8 R-VALUE: 18 •• 2 13 mm TYPESPACED X GYPSUM BOARD • AIR BARRIER - LIQUID APPLIED INTERIOR X 1-1/4") FRR: 60 mins • 64 mm THICK ABSORPTIVE MATERIAL • SHINGLES • NEW BRICK (BY OTHERS) PERMEABLE PROPOSED INSULATED FURRING WALL13 AT PLUMBING mmROD GYPSUM BOARDSHAFTS (TYPE C INSIDE STC: 50 • ROOFING MEMBRANE, ON • 2 LAYERS 13 mm TYPE X GYPSUM BOARD • 10 mm GAP, FILLED WITH SEALANT AND• BACKER INTERIOR FRR: SB-3: 60 mins • OTHERS), 51 mm MINERAL WOOL RIGID INSULATION, EXTERIOR ON ALL SIDES EXCEPT THE BOTTOM (BY • EXISTING STRUCTURE (W7x), FILLED WITH RESIDENTIAL AREAS) OBC S2c W7 PROPOSED INSULATED FURRING AT SHAFTS • 89 mm MINERAL WOOL BATT INSULATION • WEATHER RESISTANT BARRIERWALL (BY OTHERS), ON PLUMBING STC: 50 MECHANICALLY FASTENED OR GLUED, INTERIOR • NEW (BY OTHERS) • 51 mm MINERAL WOOL RIGID INSULATION, 19 mmBRICK PLYWOOD SHEATHING (BY OTHERS) P9 OBC SB-3: S2c VAPOUR BARRIER MEMBRANE EXTERIOR • 10 FILLED WITH SEALANT AND•INTERIOR BACKER FASTENED 38 mm GAP, x 89 mm WOOD STUD (BY OTHERS), FILLEDROD WITH PARTITION STEEL STUD EXTERIOR 64MMMECHANICALLY ON ALLMINERAL SIDES EXCEPT (BY • OTHERS), 64 mm (D) X 32 mm (W) STEEL STUD (2-1/2" INTERIOR • AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) • 89 mm WOOL THE BATTBOTTOM INSULATION R-VALUE: 8.4 P9 WEATHER RESISTANT (BY OTHERS), ON 64 mm STEEL STUDS (SERVICE CAVITY) • 32 mm MINERAL WOOLBARRIER RIGID INSULATION, X 1-1/4") •EXTERIOR EXISTING BRICK (W2x OR W3x) PARTITION STEEL STUD ••• 64MMSHINGLES • 19 mm PLYWOOD SHEATHING (BY OTHERS) 13 mm GYPSUM BOARD MECHANICALLY FASTENED • 13 mm WITH GYPSUM BOARD (TYPE C INSIDE • NEW READY MIX SKIM COAT (2-3 mm) •INTERIOR 13 mm TYPE C GYPSUM BOARD •• ROOFING MEMBRANE, ON • 38 mm x 89 mm WOOD STUD (BY OTHERS), FILLED AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) EXISTING BRICK (W2x APPLIED OR W3x) •INTERIOR EXISTING STRUCTURE (W7x), FILLED WITH • 89 WOOL BATT INSULATION 64 mm MINERAL STEEL STUDS (SERVICE CAVITY) RESIDENTIAL AREAS) • 64 mm STEEL STUDS SPACED 600 mm O.C. •• AIR BARRIER - LIQUID PROPOSED PARTITION STEEL STUD 64MM - FURRING • 13 13 mm mm TYPE TYPE C C GYPSUM GYPSUM BOARD BOARD • 89 mm MINERAL WOOL BATT INSULATION • PERMEABLE NEW READY MIX SKIM COAT (2-3 mm) • 32 WOOL RIGID INSULATION, 13 mm MINERAL GYPSUM BOARD • • 51 mm MINERAL WOOL RIGID INSULATION, MECHANICALLY FASTENED • 64 mm STEEL STUDS SPACED 600 mm O.C. AIRmm BARRIER - LIQUID INTERIOR •• 51 MINERAL WOOLAPPLIED RIGID INSULATION, MECHANICALLY FASTENED •INTERIOR AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) • 13 mm TYPE C GYPSUM BOARD PERMEABLE • AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) • 64 mm STEEL STUDS (SERVICE CAVITY) P7 INTERIOR MECHANICALLY FASTENED OR GLUED, INTERIOR R-VALUE: 8.4 • 64 mm STEEL STUDS (SERVICE CAVITY) R-V • 13 mm GYPSUM BOARD 51 mm MINERAL WOOL RIGID INSULATION, •• VAPOUR BARRIER MEMBRANE • 13 mm GYPSUM BOARD INTERIOR MECHANICALLY FASTENED OR GLUED, • INTERIOR • EXISTING BRICK (W3x) PARTITION STEEL STUD INTERIOR 64MM - FURRING • VAPOUR BARRIER MEMBRANE PROPOSED PARTITION STEEL STUD 64MM - FURRING • AT FORMER FIRE PLACE WALLS ONLY: R-V INTERIOR PROPOSED INSULATED STUD - FURRING AT BASEMENT FOUNDATION WET WALLS PROPOSED INSULATED PARTITION STEEL STUD EXTERIOR 64MM - FURRING NEW READY MIX SKIM COAT (2-3 mm) INTERIOR R-VALUE: 16.45 • 64 mm (D) X 32 mm (W) STEEL STUD (2-1/2" • DECORATIVE WOOD TRIM ON 13 mm VERTICAL WOOD •INTERIOR 13 mm TYPE C GYPSUM BOARD P7 INTERIOR INTERIOR R-VALUE: 8.4 X 1-1/4") PANEL (TONGUE & GROOVE) (BY OTHERS), ON • 64 mm STEEL STUDS SPACED P8a PROPOSED INSULATED STUD - FURRING AT BASEMENT FOUNDATION WET WALLS PROPOSED INSULATED 600mm O.C. EXTERIOR • 19 mm WOOD BATTENS (BY OTHERS) • 13 mm TYPE C GYPSUM BOARD • 13 mm TYPE C GYPSUM BOARD R-VALUE: 8.4 • WEATHER RESISTANT BARRIER (BY OTHERS), ON P8a R-VALUE: 16.45 • EXISTING BRICK (W3x) • 64 mm STEEL STUDS SPACED 600mm O.C. • EXISTING BRICK (W2x) • 19 mm PLYWOOD WOOD SHEATHING (BY OTHERS) INTERIOR •SHAFT AT FORMER FIRE PLACE WALLS ONLY: • 10 mm DIMPLE DRAINAGESTUD BOARD PROPOSED PARTITION STEEL - INTERIOR WALL - 60-MIN FRR P8a • 140 mm X 38 mm WOOD STUDS, SPACED AT 400 mm O.C. EXTERIOR • 13 mm NON-BIODEGRADEABLE EXTERIOR GRADE EXTERIOR (BY OTHERS), FILLED WITH NEW READY MIX SKIM COAT (2-3 mm) INTERIOR GYPSUM BOARD PROPOSED PARTITION STEEL STUD - •SHAFT 60-MIN FRR(2-1/2" 140 mm MINERAL WOOL BATT INSULATION P8a INTERIOR 64 mm (D)WALL X 32 mm-(W) STEEL STUD • EXISTING BRICK (W2x) PARTITION STEEL STUD ••• 39MMDECORATIVE FURRING AT WET WALLS AIR BARRIER SELF-ADHESIVE MEMBRANE (CONTINUOUS WOOD TRIM ON INSULATION, 13 mm VERTICAL WOOD 51-mm MINERAL WOOL RIGID P10 • 10 mm DIMPLEWALLS. DRAINAGE AT EXTERIOR FORBOARD INTERIORS SEEX PLAN FOR 1-1/4") PANEL (TONGUEFASTENED & GROOVE) (BY OTHERS), ON • 13 mm NON-BIODEGRADEABLE EXTERIOR GRADE TERMINATION) 19 WOODBARRIER BATTENSMEMBRANE (BY PARTITION STEEL STUD •• 39MMMECHANICALLY -mmFURRING ATOTHERS) WET WALLS AIR/VAPOUR (CONTINUOUS) •INTERIOR 25 mm SHAFTLINER GYPSUM BOARD • 13 mm TYPE C GYPSUM BOARD P10 GYPSUM BOARD • 89 mm XPS RIGID INSULATION •• WEATHER RESISTANT BARRIERCAVITY) (BY OTHERS), ONINTERIOR 64 mm STEEL STUDS (SERVICE • 152 mm C-H STEEL STUDS SPACED 600 mm O.C., AIR BARRIER SELF-ADHESIVE • VAPOUR BARRIER MEMBRANEMEMBRANE (CONTINUOUS •• 19 WOOD SHEATHING (BY OTHERS) 13 mm mm PLYWOOD GYPSUM BOARD • FILLED 25 mm SHAFTLINER GYPSUM BOARD AT mm EXTERIOR WALLS. FOR INTERIORS SEE PLAN FOR • 38 STEEL FURRING CHANNEL • 140 mm X 38 mm WOOD STUDS, SPACED AT 400 mm O.C. WITH INTERIOR •INTERIOR 13 mm TYPE C GYPSUM BOARD TERMINATION) 152mm mmMINERAL C-H STEEL STUDS SPACED 600 mm O.C., INTERIOR (BY OTHERS), FILLED WITH PROPOSED INSULATED STUD - 189mm FURRING AT BASEMENT FOUNDATION •• 76 WOOL INSULATION • 39 mm STEEL STUDS SPACED 600mm O.C. • 89 mm XPS RIGID INSULATION INTERIOR • 140 mm MINERAL WOOL BATT INSULATION FILLED WITHX GYPSUM BOARD INSTALLED • 13 mm TYPE C GYPSUM BOARD • 19 mm TYPE • VAPOUR BARRIER MEMBRANE • 51 mm MINERAL WOOL RIGID INSULATION, • VERTICALLY 76 mm MINERAL WOOL INSULATION • 38 mm STEEL • 39 mm STEEL STUDS SPACED 600mm O.C. MECHANICALLY FASTENED FRR: 60FURRING MIN CHANNEL P8 • 19 mm TYPE X GYPSUM BOARD INSTALLED • AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) ULC: BXUV.U415 EXTERIOR INTERIOR INTERIOR • 64 mm STEEL STUDS (SERVICE CAVITY) FRR: 51 60 MIN VERTICALLY STC: INTERIOR • 13 mm GYPSUM BOARD ULC: BXUV.U415 INTERIOR • EXISTING BRICK (W2x) PARTITION STEEL STUD INTERIOR 64MM - INSULATED FURRING AT EXTERIOR WALL PROPOSED INSULATED STUD - 189mm FURRING STC: AT 51 BASEMENT FOUNDATION INTERIOR • 10 mm DIMPLE DRAINAGE BOARD R-V PARTITION STEEL STUD EXTERIOR 64MM - INSULATED FURRING AT EXTERIOR WALL • 13 mm NON-BIODEGRADEABLE PROPOSED PARTITION STEEL STUD 125MM (POCKET DOOR)EXTERIOR GRADE GYPSUM BOARD P8 EXTERIOR EXTERIOR PROPOSED PARTITION STEEL STUD 125MM (POCKET DOOR)MEMBRANE • NEW BRICK (BY OTHERS) • AIR BARRIER SELF-ADHESIVE INTERIOR R-V PROPOSED UNINSULAT • 10 mm GAP, FILLED WITH SEALANT AND BACKER ROD P11 (CONTINUOUS) ON ALL SIDES EXCEPT THE BOTTOM (BY OTHERS), •EXTERIOR EXISTING BRICK (W2x OR W3x) •• 89 EXISTING • WEATHER RESISTANT BARRIER (BY OTHERS), ON mm XPSBRICK RIGID(W2x) INSULATION •INTERIOR 13 mm TYPE C GYPSUM BOARD • NEW READY MIX SKIM COAT (2-3 mm) P11 • 19 mm PLYWOOD SHEATHING (BY OTHERS) •• VAPOUR 10 mm DIMPLE DRAINAGE BOARD EXISTING BRICK (W2x APPLIED OR W3x) P8b 400mm O.C. BARRIER MEMBRANE • 91 mm STEEL STUDS SPACED PROPOSED UNINSULAT •• WITH AIR BARRIER - LIQUID • 38 mm x 89 mm WOOD STUD (BY OTHERS), FILLED • 13 mm TYPE C GYPSUM BOARD • 13 mm NON-BIODEGRADEABLE EXTERIOR • NEW READY MIX SKIM COAT (2-3 mm) • 64 mm (D) X 32 mm (W) STEEL STUD (2-1/2" EXTERIOR • 55mm • 89 mm MINERAL WOOL BATT INSULATION PERMEABLE 91 mm mm STEEL STEEL STUDS STUDS SPACED SPACED 400mm 400mm O.C. O.C. GRADE AIRmm BARRIER - LIQUID • 32 mm MINERAL WOOL RIGID INSULATION, X 1-1/4")GYPSUM BOARD •• 91 •• 51 MINERAL WOOLAPPLIED RIGID INSULATION, • NEW BRICK (BY OTHERS) MECHANICALLY FASTENED 55mm •• AIR BARRIER SELF-ADHESIVE P8b PERMEABLE 13 mm GYPSUM BOARD (TYPE MEMBRANE C INSIDE •• 13 mm TYPE C GYPSUM BOARD 10 mm GAP, FILLED WITH SEALANT(CONTINUOUS) AND BACKER ROD MECHANICALLY FASTENED OR GLUED, •• AIR/VAPOUR BARRIER MEMBRANE • 91 mm STEEL STUDS SPACED 400mm O.C. (CONTINUOUS) 51 mm MINERAL WOOL RIGID INSULATION, ON ALLSTEEL SIDESSTUDS EXCEPT THE BOTTOM (BY OTHERS), RESIDENTIAL AREAS) • 64 mm (SERVICE CAVITY) •• VAPOUR BARRIER MEMBRANE •INTERIOR 13 mm TYPE C GYPSUM BOARD •• WEATHER RESISTANT • 89 mm XPS RIGID INSULATION 13 mm GYPSUM BOARDBARRIER (BY OTHERS), ON MECHANICALLY FASTENED OR GLUED, • 64 mm (D) X 32 mm (W) STEEL STUD (2-1/2" • 19 mm PLYWOOD SHEATHING (BY OTHERS) • VAPOUR BARRIER MEMBRANE • WITH VAPOUR INTERIOR • 38 mm x 89 mm WOOD STUD (BY OTHERS), FILLED X 1-1/4") BARRIER MEMBRANE INTERIOR INTERIOR • 64 mm (D) X 32 mm (W) STEEL STUD (2-1/2" 64 mm mm GYPSUM (D) X 32 mm (W) STEEL (2-1/2" • 89 mm MINERAL WOOL BATT INSULATION •• 13 BOARD (TYPE STUD C INSIDE PROPOSED FIRE-RATED PLYWOOD BACKBOARD 19MM • 32 mm MINERAL WOOL RIGID INSULATION, R-VALUE: 16.45 X 1-1/4") X 1-1/4") RESIDENTIAL AREAS) MECHANICALLY FASTENED • 13 mm GYPSUM BOARD (TYPE C INSIDE INTERIOR • 13 mm GYPSUM BOARD (TYPE C INSIDE INTERIOR

PROPOSED EXTERIOR WALLS

PROPOSED ROOF ASSEMBLIES PROPOSED ROOF ASSEMBLIES

PROPOSED FLAT ROOF

P8d

EXTERIOR • - FURRING 19 mm WOOD BATTENS (BY OTHERS) PROPOSED PARTITION STEEL P8d STUD 39MM AT WET WALLS

OPPOSITE SIDES, EVERY 610 mm O.C.) 16 xmm X GYPSUM BOARD •• 38 89 TYPE mm TIMBER STUDS SPACED 300 mm O.C. P5 mm O.C.) (GWB INSTALLED STAGGERED AT OPPOSITE SIDES, EVERY 610 • 89mm THICK ABSORPTIVE MATERIAL 38 x 89 mm CHANNELS TIMBER STUDS SPACED 300mm mmO.C. O.C. PROPOSED •• RESILIENT SPACED AT 406 89mm ABSORPTIVE MATERIAL •• 16 mm THICK TYPE X GYPSUM BOARD • RESILIENT CHANNELS SPACED AT 406 mm O.C. P6 • 16 mm TYPE X GYPSUM BOARD INTERIOR

EXISTING SUBSTRATE SUBSTRATE 80 EXISTING

150 150

P1b

O.C.

INTERIOR

PROPOSED PARTITION STEEL STUD 39MM - FURRING AT WET WALLS • 13 mm TYPE C GYPSUM BOARD • 64 mm STEEL STUDS SPACED 600mm O.C. PROPOSED INSULATED STUD - FURRING AT 508 BASEMENT STAIR INTERIOR PROPOSED WOOD STUD WALL - 140 MM P5 EXTERIOR INTERIOR PROPOSED INSULATED STUD - FURRING AT 508 BASEMENT STAIR W6 R-VALUE: 22.4 • 13 mm TYPE C GYPSUM BOARD 52

P1b

PROPOSED PARTITION STEEL STUD 64MM - FURRING

PROPOSED WOOD STUD WALL - 140 MM P4

PROPOSED LOAD BEARING PARTITION WOOD STUD 89 MM - 45-MIN FRR EXTERIOR INTERIOR INTERIOR PROPOSED LOAD BEARING PARTITION WOOD STUD 89 MM - 45-MIN FRR

MECHANICALLY FASTENED INTERIOR • 13 mm TYPE C GYPSUM BOARD EXISTING STRUCTURE (W7x), FILLED WITH AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) 89 WOOL BATT INSULATION 64 mm MINERAL STEEL STUDS (SERVICE CAVITY) 51 WOOL RIGID INSULATION, 13 mm MINERAL GYPSUM BOARD •INTERIOR 13 mm TYPE C GYPSUM BOARD MECHANICALLY FASTENED • 64 mm STEEL STUDS SPACED 600mm AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) 64 mm STEEL STUDS (SERVICE CAVITY) 13 mm GYPSUM BOARD INTERIOR

R-VALUE: 22.4

319

R2 PROPOSED FLAT ROOF AT MAIN STRUCTURE R-VALUE: 38

C GYPSUM BOARD

• - FURRING SHINGLES 51 mm MINERAL WOOL RIGID INSULATION, PROPOSED PARTITION STEEL STUD 64MM • 64 mm STEEL STUDS SPACED 600 mm O.C. • ROOFING MEMBRANE, ON

R-VALUE: 38

PROPOSED PARTITION STEEL STUD 64MM • P3

PARTITION

133

R-VALUE: 22.4

INTERIOR

PARTITION

133 EXISTING EXISTING SUBSTRATE SUBSTRATE

P2 PROPOSED EXTERIOR WALLS

EXISTING 128 EXISTING SUBSTRATE SUBSTRATE

• • • • • EXTERIOR • • •• • • •INTERIOR • • • • • •

R-VALUE: 40

PROPOSED ROOF ASSEMBLIES R1

PROPOSED FLAT ROOF

103

PROPOSED ROOF ASSEMBLIES PROPOSED FLAT ROOF

EXISTING WOOD STRUCTURE (R2X), FILLED WITH

•

INTERIOR • 89mm THICK ABSORPTIVE MATERIAL • 235 mm MINERAL WOOL BATT INSULATION PROPOSED EXTERIOR • AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) • RESILIENT CHANNELS SPACED AT 406 mm O.C. FRR: 45 mins, REFER TO SHEET• A003 FOR FRR 64 mm STEEL STUDS (SERVICE CAVITY) •• 16 mm 16WITH mm TYPE TYPE X X GYPSUM GYPSUM BOARD BOARD • EXISTING WOODBOARD STRUCTURE (R2X), FILLED ASSEMBLY CALCULATIONS 13 mm GYPSUM • 16 mm TYPE X GYPSUM BOARD • 235 mm MINERAL WOOL BATT INSULATION STC: 50 (GWB INSTALLED STAGGERED AT OPPOSITE SIDES, EVERY 610 PROPOSED mm P5 O.C.) • AIR/VAPOUR BARRIER MEMBRANE (CONTINUOUS) INTERIOR INTERIOR • 64 mm STEEL STUDS (SERVICE CAVITY) • 38 x 89 mm TIMBER STUDS SPACED 300 mm O.C. • 13 mm GYPSUM BOARD • 89mm THICK ABSORPTIVE MATERIAL P5 INTERIOR • RESILIENT CHANNELS SPACED AT 406 mm O.C. PARTITION STEEL STUD 64MM - 60-MIN FRR: 45 mins, REFER TO SHEET A003 FOR FRR FRR • 16 mm TYPE X GYPSUM BOARD ASSEMBLY CALCULATIONS INTERIOR STC: 50 INTERIOR • 13 mm TYPE X GYPSUM BOARD PROPOSED • 64 mm STEEL STUDS SPACED 600mm O.C. • 64 mm THICK ABSORPTIVE MATERIAL PARTITION STEEL STUD 64MM - 60-MIN FRR • 2 LAYERS 13 mm TYPE X GYPSUM BOARD P6 PROPOSED FRR: 60 mins INTERIOR STC: 50 INTERIOR OBC SB-3: S2c • 13 mm TYPE X GYPSUM BOARD P6 • 64 mm STEEL STUDS SPACED 600mm O.C. • 64 mm THICK ABSORPTIVE MATERIAL PARTITION STEEL STUD 64MM INTERIOR • 2 LAYERS 13 mm TYPE X GYPSUM BOARD FRR: 60 mins • 13 mm TYPE C GYPSUM BOARD STC: 50 INTERIOR • 64 mm STEEL STUDS SPACED 600 mm O.C. OBC SB-3: S2c • 13 mm TYPE C GYPSUM BOARD EXTERIOR

(GWB INSTALLED STAGGERED AT OPPOSITE SIDES, EVERY 610 mm O.C.) EXTERIOR LOAD BEARING PARTITION WOOD STUD 89 MM - 45-MIN FRR • 38 x 89 mm TIMBER STUDS SPACED 300 mm O.C.

150

P1b

EXISTING EXISTING SUBSTRATE SUBSTRATE 79

150

PROPOSED FLAT ROOF AT MAIN STRUCTURE R2 PROPOSED

R-VALUE: 38

P4 PROPOSED PARTITION 77

PROPOSED FLAT ROOF AT MAIN STRUCTURE P1b

R-VALUE: 38

SLAB PERIMETER INTERIOR

PA R L I A M E N T R O O M S

A501

W4x

D-508116-101

___________________

A856

STAIR N

W122

W113

A351

C-14

4255

1220

C-07

C-08 508-114 WC 5081142

1218

W120

D-508114-131

P2 P3

W116

D-506114-131

C-07

506-114 WC 5061142

C-08

1100

D-508114-121

4369

C-21

A854

W115

C-21

3074

W119

___________________

STAIR G

508-CORRIDOR 508113 F1a

F1a

506-CORRIDOR 506113

508-114 BEDSITTING 5081141

± 6287

D-506114-121

504-CORRIDOR 504113

506-114 BEDSITTING 5061141 F1a

F1a

± 6218

C-21

F1a

504-114 BEDSITTING 5041141

W110

C-14

W4x

P6 C-14

505

C-40

F1a

C-56

C-14

LF7

1031

D-508113-141

D-508112-141

EQ 508-JANITOR 508112

D-506113-141

± 1065

C-09

± 1143 P7

1182

D-506112-141

P1b

± 1121

506-JANITOR 506112

C-09

508-STAIR D 508100

P1a

800

P1a

A503

___________________

506-STAIR C 506100

800

504-STAIR B 504100

P1a

D-504113-141

P1b

C-09

± 1335 P5

800

C-20

C-24

3744

5035 TYP

C-22

5035 TYP

3774

5035 TYP

3744

F1a

C-18

1005

P1a

P1a F1a

863

F1a

1255 P10

W5x

C-52

864

D-508100-161

F1a

C-52

W5x

A621

___________________

F1a

C-52

W5x

P1a

D-506100-161

863

P1a

___________________

P1b

A503

C-07

502-112 WC 5021124

1531

D-504100-161

504-CORRIDOR 504110

D-502112-133

1220

D-502112-131

D-502112-134

2165

502-112 BEDROOM 5021128

502-CORRIDOR 502111

C-22

508-KITCHEN 508111B

C-20

1950 TYP C-24 506-KITCHEN 506111B

500

504-KITCHEN 504111B

C-20

P1a

D-502112-136

502-112 CLOSET 2 5021125

502-STAIR A 502100

502-112 BEDROOM 2 5021127 ± 2930

± 1343

504-JANITOR 504112

D-504112-141

W4x

A503

___________________

584

300

W118

W114

300

C-56

W4x

C-40

500

LF7

A623

___________________

RWL

D-504114-121 C-40 C-56 P6

300

W109

D-502114-121

± 265

LF7

P6 F1a C-56 C-14

F1a

D-508111-151

508-LOUNGE 508111A

506-CORRIDOR 506110

D-506111-151

506-LOUNGE 506111A

D-504111-151

2840

504-LOUNGE 504111A

ALIGN

P1b

5118

P1b

F1a

C-50

4951

P1b

C-50 F1a

P1b

C-50 F1a

F1a

2850

C-25

2471

P1b

502-VESTIBULE 502110

2850

3276

502-112 LIVING 5021121

D-502110-142

750

502-112 CLOSET 5021123

D-502112-132

P1b

REINSTATE EXISTING LINTEL

508-CORRIDOR 508110

A351

___________________

A621

1269

502-112 KITCHEN 5021122

C-19

C-17

F1a

D-502112-121

1959

± 1589 88

___________________

D-508115-131

228

P3 P5

1220

D-504114-131

504-114 WC 5041142

C-08

C-07

± 6214

3916

± 595 W4

W103B 650 CLEAR

MIN 1100

± 1854

C-23 D-508116-141

D-508115-121

174

P9 W4x

C-14

346

D-506113-101

152

W111

C-19 502-114 LIVING 5021141

C-40

C-08

P6P6

A857

___________________

P1b

A601

___________________

A601

___________________

A621

___________________

A601

___________________

C-27

W4x

___________________

A857

W4x

A601

___________________

W4x

A857

___________________

C-27

C-29

C-01

C-06

C-02

C-12

C-03

C-13

C-04

TYPICAL AT ALL SUITES & ROOMS

C-05

STAIR M

STAIR L

STAIR K

A851

___________________

1 : 50

Ground Floor Plan

STAIR J

___________________

508 PARLIAMENT

C-07

1220 P5

VRF

W4x

VRF

152

879

C-17

± 1579

502-114 KITCHEN 5021142

W104

P3 F1a LF7

506 PARLIAMENT

508-115 WC 5081152

P3 C-08 C-56

C-41

D-504113-101 C-14

167 W4

593

636

P7 P9

C-26

D-502112-135

502-112 CLOSET 5021126

504 PARLIAMENT

MIN 1100

873 UP

591

D-504115-121

1220

504-115 WC 5041152

C-08

C-07

W112 C-14 C-40

625

C-14

P3 502-114 CLOSET 5021143

152

[19' - 7 1/2"]

1248

± 2248

508-115 BEDSITTING 5081151

C-21

F1a

1065

W121

± 2226 504-115 BEDSITTING 5041151

D-504115-131

D-502114-134

930

531

D-502114-135

D-502114-136

C-07 C-08

152

W105

C-40 C-14

W101

[20' - 5 7/8"]

+/- 6244

LF7

C-44

C-41

D-502114-131 502-114 CLOSET 5021147

D-502114-133

W103A

W4x

+/- 6217

[20' - 4 3/4"]

2114

508-STAIR E 508116

280

LF7

F1a C-21

VRF

502-114 BEDROOM 5021145

W106

1374

502-114 WC 5021144

W4x

W102

± 1666 88

MIN 1100

862 2087

502-114 CLOSET 5021146 P3 502-114 CLOSET 5021148 610 D-502114-132

STAIR E

1950 TYP

700 ± 1406 ± 1681 700 ± 1546

+/- 5981

+/- 6523

[21' - 4 7/8"]

502 PARLIAMENT

± 1623 88

± 2950

MIN 1100

152 1906

360 360

± 1719 700 ± 1571

1141 CLEAR

300 P6

MIN 1100

C-29

LF7

± 2857

F1a

___________________

± 2600

MIN 1100 1970

W108B

W108A

LF7

W107 10

A854

___________________

C-46

± 2904

1995 888

± 2190 A502

1114

___________________

PROPERTY LINE

890

360

305 305

1155

± 278

MIN 1100

1950 TYP

710

300

MIN 1100

± 2880

914 ± 2878

300

1921 ± 3888

152 152 ± 659

± 1114

1147 MIN 1100

300 710

± 1933 ± 2395

1076

± 1147 ± 891

2273

1995 1956

840

1241 ± 1024

1979

3146

85 5

± 1648

± 2901 650 CLEAR

1816

300

± 1867 ± 1481

2264

727 1125

492

610

1976

900

A351

___________________

A302

CONSTRUCTION NOTES

NOTE NO. NOTE CONTENT C-01 PREPARE ROUGH OPENINGS TO RECEIVE NEW WINDOWS. REFER TO WINDOW SCHEDULE FOR WINDOW UNIT DIMENSIONS AND QUANTITIES. C-02 PROVIDE NEW THERMALLY BROKEN DOUBLE-GLAZED WINDOWS. PROVIDE ALL FASTENERS, FLASHINGS, SILLS AND SEALANTS AS REQUIRED. REFER TO WINDOW SCHEDULE. C-03 PROVIDE NEW EXTERIOR DOOR AND FRAME WHERE NOTED BY DOOR TAG. REFER TO DOOR SCHEDULE FOR ROUGH DIMENSIONS AND QUANTITIES. C-04 PROVIDE NEW 20-MINUTE FIRE-RATED SUITE/ROOM ENTRANCE DOOR, FRAME AND HARDWARE. REFER TO DOOR SCHEDULE. C-05 PROVIDE NEW INTERIOR PARTITIONS AND HOLLOW WOOD DOORS, INCLUDING FRAMES AND HARDWARE WHERE INDICATED. REFER TO ASSEMBLIES AND DOOR SCHEDULE. C-06 PREPARE WOOD SUBFLOOR AS REQUIRED TO RECEIVE NEW FLOOR FINISH. PROVIDE 100 mm HIGH BASEBOARD THROUGHOUT. PROVIDE NEW FLOORING FINISH INCLUDING FLOOR TRANSITIONS BETWEEN MATERIALS. C-07 PROVIDE NEW SECONDARY FLOOR DRAIN. COORDINATE WITH MECHANICAL. C-08 PROVIDE NEW PLUMBING FIXTURES (TOILET, SINK, SHOWER) AND WASHROOM ACCESSORIES (TOILET PAPER HOLDER, SHOWER CURTAIN ROD, CABINET MIRROR, TOWEL BAR, ROBE HOOK). PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION. C-09 PROVIDE NEW FLOOR DRAIN. COORDINATE WITH MECHANICAL. C-10 FOR EXTENT OF WORK, REFER TO MECHANICAL AND ELECTRICAL. C-11 PROVIDE NEW SUBSTRATE SUPPORT FOR SECURITY EQUIPMENT. REFER TO ASSEMBLIES. C-12 ALL RATED PARTITIONS EXTEND TO UNDERSIDE OF FLOOR ASSEMBLY, UNLESS OTHERWISE NOTED. C-13 PROVIDE NEW FUR-OUT ASSEMBLIES AT EXTERIOR MASONRY WALLS. REFER TO ASSEMBLIES. C-14 FOR EXTENT OF STRUCTURAL SUPPORT AT WALL OPENING, REFER TO STRUCTURAL. C-15 AT JUNCTION OF EXISTING FLOOR STRUCTURE AND EXTERIOR WALLS, REFER TO DETAIL 3/A852. ASSUME THIS DETAIL AT ALL SIMILAR INSTANCES. C-16 PROVIDE NEW ELECTRICAL PANEL. REFER TO ELECTRICAL. C-17 PROVIDE NEW SUITE KITCHEN MILLWORK, PLUMBING FIXTURES, AND FINISHES, INCLUDING BLOCKING AS REQUIRED FOR INSTALLATION. COORDINATE WITH MECHANICAL AND ELECTRICAL. REFER TO ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS. C-18 PATCH AND REPAIR AS REQUIRED EXISTING CENTRAL STAIRS. PROVIDE NEW GUARDRAIL AND HANDRAILS. C-19 FOR EXTENT OF POWER AND DATA OUTLETS, AND EQUIPMENT REQUIRING POWER CONNECTIONS, INCLUDING RECIRCULATING RANGEHOOD, APPLIANCES AND FIRE ALARM DEVICES, REFER TO ELECTRICAL. C-20 FOR EXTENT OF POWER AND DATA OUTLETS, AND EQUIPMENT REQUIRING POWER CONNECTIONS, INCLUDING APPLIANCES AND FIRE ALARM DEVICES, REFER TO ELECTRICAL. C-21 PROVIDE NEW MILLWORK INCLUDING BLOCKING AS REQUIRED FOR INSTALLATION. REFER TO INTERIOR ELEVATIONS. COORDINATE POWER CONNECTION OF APPLIANCES WITH ELECTRICAL. PROVIDE NEW INTERIOR WOOD STAIRS. REFER TO DETAILS AND STRUCTURAL. UNLESS OTHERWISE NOTED, HANDRAIL HEIGHT TO BE 920 MM, HANDRAIL EXTENSION TO BE 300 MM AND TREAD HEIGHT AND RISER RUN TO BE CODE COMPLIANT. WHERE A GUARD IS REQUIRED, GUARD HEIGHT TO BE 1100 MM.

C-22

C-23

C-24

C-25

C-26

C-27

C-28

C-29 C-30

C-31

C-32

C-33

C-34

C-35

C-36

C-37

C-38

C-39

C-40 C-41

C-42 C-43

C-44

C-45

C-46

C-47 C-48

C-49

C-50

C-51

C-52

C-53

C-54

C-55

C-56

C-57

C-58

PATCH AND REPAIR AS REQUIRED EXISTING STAIRS. PROVIDE NEW GUARDRAILS AND HANDRAILS. PROVIDE NEW COMMUNAL KITCHEN MILLWORK, PLUMBING FIXTURES AND FINISHES, INCLUDING BLOCKING AS REQUIRED FOR INSTALLATION. COORDINATE WITH MECHANICAL AND ELECTRICAL. REFER TO ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS. PROVIDE NEW INTERIOR MAIL BOXES, INCLUDING BLOCKING AS REQUIRED FOR INSTALLATION. REFER TO INTERIOR ELEVATIONS. PROVIDE NEW EXTERIOR HOSE BIBS. PENETRATION TO BE AIRTIGHT. REFER TO DETAILS AND MECHANICAL. EXISTING GAS METER LOCATION. PROTECT DURING CONSTRUCTION. COORDINATE WITH MECHANICAL AND LANDSCAPE. NEW WATER METER LOCATION. COORDINATE WITH MECHANICAL. REFER TO LANDSCAPE FOR EXTENT OF EXTERIOR WORK. PROVIDE NEW CONCRETE BASEMENT SLAB AND SUMP PUMP SYSTEM IN EACH BUILDING. REFER TO ASSEMBLIES AND DETAILS. COORDINATE WITH MECHANICAL. PROVIDE NEW AIRTIGHT SLAB PENETRATIONS FOR SERVICES. REFER TO DETAILS. PROVIDE NEW ROOF MEMBRANES AND INSULATION ON EXISTING FLAT ROOF STRUCTURE. PROVIDE NEW RAIN WATER LEADERS, GUTTERS AND ACCESSORIES. EXISTING CHIMNEYS TO REMAIN. PROTECT DURING CONSTRUCTION. EXISTING ROOF ASSEMBLY TO REMAIN. PROTECT DURING CONSTRUCTION. PROVIDE NEW ROOF GUARDRAIL PER BUILDING CODE REQUIREMENTS. REFER TO DETAILS. PROVIDE NEW VRF LINE COVER. REFER TO DETAILS. COORDINATE WITH MECHANICAL. PROVIDE NEW AIRTIGHT BUILDING ENVELOPE PENETRATIONS FOR MECHANICAL AND ELECTRICAL SERVICES. COORIDINATE WITH STRUCTURAL, MECHANICAL, ELECTRICAL. REFER TO DETAILS. PROVIDE NEW ROOF LADDER. REFER TO ENLARGED ELEVATIONS. PROVIDE NEW WALL INFILL. REFER TO ASSEMBLIES. FOR EXTENT OF NEW MECHANICAL EQUIPMENT AND SERVICES, REFER TO MECHANICAL. PROVIDE NEW BUILDING ADDRESS AND DIXON HALL SIGN. EXTERIOR LIGHTING, SURFACE MOUNTED CONDUIT INDICATED BY ELECTRICAL. PROVIDE NEW EXTERIOR ENGINEERED OPEN EXIT STAIRS, PLATFORMS, GUARDRAILS AND DECKS, INCLUDING FOUNDATIONS PER ONTARIO BUILDING CODE REQUIREMENTS. REFER TO STRUCTURAL. PROVIDE NEW STRUCTURAL CONNECTIONS BETWEEN ENGINEERED PLATFORMS AND MASONRY LOADBEARING WALLS. REFER TO DETAILS. COORDINATE WITH STRUCTURAL. PROVIDE NEW EXTERIOR FIRE ESCAPE STAIRS, GUARDRAILS AND DECKS, INCLUDING FOUNDATIONS PER ONTARIO BUILDING CODE REQUIREMENTS. REFER TO STRUCTURAL. PROVIDE NEW CLADDING. REFER TO ASSEMBLIES. PROVIDE NEW ROOF SYSTEM INCLUDING FLASHINGS, MEMBRANES AT EXISTING DORMER. PROVIDE NEW DROPPED CEILING/BULKHEAD, LIGHTING FIXTURES, FIRE ALARM DEVICES, HATCHES, GRILLES. REFER TO ASSEMBLIES. COORDINATE WITH MECHANICAL AND ELECTRICAL. PROVIDE NEW MILLWORK BENCHES WITH INTERIOR STORAGE, INCLUDING BLOCKING AS REQUIRED FOR INSTALLATION. COORDINATE POWER CONNECTIONS WITH ELECTRICAL. PROVIDE NEW STAIRS, GUARDRAILS, HANDRAILS PER ONTARIO BUILDING CODE REQUIREMENTS, INCLUDING NEW ROOF SOFFIT ASSEMBLY. REFER TO ASSEMBLIES. PROVIDE NEW FLOATING HIGH COUNTER TOP AT 1200 mm AFF. COORDINATE POWER CONNECTIONS WITH ELECTRICAL. EAST FACADE CONSERVATION SCOPE CAPTURED UNDER SEPARATE DRAWING PACKAGE, REFER TO HERITAGE CONSERVATION DRAWINGS. PROVIDE NEW BUILD UP LOW WALL TO PROVIDE WINDOW SEAT. PROVIDE NEW EXTERIOR WINDOW FIRE SHUTTER TIED TO THE FIRE ALARM SYSTEM. COORDINATE WITH ELECTRICAL. TERMINATE AIR BARRIER 1500 mm AWAY FROM EXTERIOR WALL. INFILL EXISTING OPENING. CLAD WITH DECORATIVE WOOD TRIM. REFER TO ASSEMBLIES. PROVIDE NEW STRUCTURAL COLUMN. REFER TO STRUCTURAL. RESERVED

1 : 500

Fire Separation Plan

A302

B. FOR TRAVEL DISTANCE, REFER TO BUILDING CODE CONCEPTS REPORT BY NSP CONSULTANT INC., DATED MAY 12, 2021.

NOTES: A. AS REQUIRED, EXTEND ALL FIRE RATED WALLS TO U/S OF FLOOR STRUCTURE TO KEEP CONTINUITY OF FIRE COMPARTMENTS.

FRR 45 MIN

FRR 60 MIN

PROPOSED FIRE SEPARATIONS:

FRR 45 MIN

FRR 60 MIN

EXISTING TO REMAIN FIRE SEPARATIONS:

REQUIRED FIRE SEPARATION LEGEND:

C-59

North

TENDER

REVISION / ISSU

This drawing is the property of E.R.A. Architec reproduced without expressed approval. Refer proceeding with work. The Contractor shall ver site and report any discrepancies to E.R.A. bef scale from the drawings. Use figured dimensio responsible for any changes made to the drawi

16 2021/05/26

NO. DATE

PROPOSED

EXISTING

NOT FOR CONS

LEGEND

MILLWORK LEGEND

LF7

E.R

info@ T: 41

Proposed - Groun

Dixon Hall Ne

502-508 Parliament St.

502-508 P

EQUIPMENT LEGEND

Project

Address

Drawn by

Scale at Arch D

Project no.

For

Reviewed by

Drawing title

Sheet no.

LAUREN MARSHALL

This drawing is the property of E.R.A. Architects Inc. and may not be used or reproduced without expressed approval. Refer to Engineering drawings before proceeding with work. The Contractor shall verify all dimensions and levels on site and report any discrepancies to E.R.A. before beginning work. Do not scale from the drawings. Use figured dimensions only. The Contractor is responsible for any changes made to the drawings without E.R.A.'s approval.

REFER TO SRUCTURAL

DOUBLE 38x139 (2"x6"). REFER TO STRUCTURAL

NO. DATE

REVISION / ISSUANCE

16 2021/05/26

TENDER

HORIZONTAL METAL SLEEVE FOR PIPE, CONDUIT OR OTHER TYPICAL HORIZONTAL PENETRATION COORDINATE DIMENSIONS WITH MECHANICAL / ELECTRICAL

___________________

REFER TO STRUCTURAL

A852

FLASHING COVERING NEW BRICK PARAPET

___________________

A852

DRIP EDGE C/W INTERMITTENT STARTER STRIPS

PROVIDE FLASHING CAP OVER BASEPLATE AND GROUT, LAP CAP AT TOP PARAPET FLASHING AND C/W SEALANT BEAD. PROVIDE DRIP ABOVE ROOF AND AT WALL C/W INTERMITTENT STARTER STRIPS

2% SLOPE

REFER TO STRUCTURAL

LAP MOD. BIT. ROOFING MEMBRANE ONTO BEARING PLATE

FLANGE TO MECHANICALLY MOUNT SLEEVE TO WALL

REFER TO STRUCTURAL

LINE OF FLASHING ON BOTH SIDES OF PARAPET

APPROX. 150

GUTTER

EXTERIOR

LINE OF ROOF BEYOND

OUTLINE OF MECHANICAL / ELECTRICAL SERVICE - REFER TO MECHANICAL / ELECTRICAL

GUTTER

JOIST DIMENSIONS ESTIMATED -VERIFY ON SITE. NEW MINERAL WOOL INSULATION TO BE ADDED BETWEEN EX. JOIST

REBUILD TOP OF EXISTING BRICK TO ACCOMODATE NEW ROOF ASSEMBLY.

Typical Intermittent Parapet A852 Extension Partial Elevation ___________________

A852

1 : 10 DRIP EDGE C/W INTERMITTENT STARTER STRIPS

2% SLOPE

REFER TO STRUCTURAL

GUTTER

EXTERIOR OUTLINE OF MECHANICAL / ELECTRICAL SERVICE - REFER

VARIES

W4x

CONCRETE

EXTERIOR

REFER TO STRUCTURAL

INTERIOR

EXTERIOR EARTH

APPROX. 150

GYPSUM BOARD

LINE OF ROOF BEYOND

NOT FOR CONSTRUCTION

PARAPET DIMENSIONS ESTIMATED -VERIFY ON SITE. COORDINATE WITH NEW STRUCTURE

GUTTER

JOIST DIMENSIONS ESTIMATED -VERIFY ON SITE. NEW MINERAL WOOL INSULATION TO BE ADDED BETWEEN EX. JOIST

REBUILD TOP OF EXISTING BRICK TO ACCOMODATE NEW ROOF ASSEMBLY.

RIGID INSULATION (XPS)

NEW BRICK PARAPET (MIN. 2 WYTHES X 400mm) TO SUPPORT EACH BEAM. REFER TO STRUCTURAL

SUPPORT FOR SLEEVE

MIN 150

NEW WATERPROOFING MEMBRANE

R2x

BACKER ROD AND SEALANT, MAX 25mm - TYP.

1 : 10 A852

1 : 10

SPRAY FOAM MAXIMUM LENGTH 50mm

100 GUTTER

BRICK AIR BARRIER (FLUID APPLIED)

REBUILD TOP OF EXISTING BRICK TO ACCOMODATE NEW ROOF ASSEMBLY.

WEATHER RESISTIVE BARRIER GRAVEL

GYPSUM BOARD

METAL

RIGID INSULATION (XPS)

NEW METAL FLASHING SUPPORT FOR SLEEVE

A852 MIN 150

1:5

MINERAL WOOL RIGID INSULATION

CANT STRIP TAPE MEMBRANE TO PIPE NEW WATERPROOFING MEMBRANE

WOOD VENTILATION PIPE FOR DIMPLE BOARD ONLY. INCLUDE MESH AT EXTERIOR OPENINGS. DO NOT PERFORATE AIR BARRIER.

EXISTING MEMBRANE R1x

R2x

W4x

EXTERIOR

1:5

AIR BARRIER MEMBRANE

A852

INTERIOR

NEW ENVIRONMENTAL BARRIERS LEGEND AIR BARRIER (FLUID APPLIED)

300

A852

1 : 10 EXTERIOR

13mm DRYWALL

___________________

VAPOUR BARRIER

AIR BARRIER (MEMBRANE)

RIGID INSULATION

WATERPROOFING

P6 W4x

6275 Second Floor Rear03A_Third Roof Typical Section GUTTER

LIQUID APPLIED AIR BARRIER ON PARGING

6 A852

1 : 10

PROVIDE AIR BARRIER MEMBRANE OR TAPE AT JOIST JUNCTION WITH MASONRY WALL ON OPPOSITE DIRECTION (BEYOND)

RIGID INSULATION

PROVIDE NEW ALUMINUM WALL VENT AT TOP AND BOTTOM OF P6 WALL, 800mm O.C.

100mm PERFORATED TUBING WITH PERFORATED SOCK

REMOVE EXISTING SUBFLOOR BOARD. PROVIDE NEW PLYWOOD SUBFLOOR.

GEOTEXTILE MEMBRANE

TAPE MEMBRANE TO PIPE

152

EXTERIOR

3739 02_Second Pipe Penetration through Roof 1:5

A852

E.R.A. Architects Inc.

P8 89

VENTILATION PIPE FOR DIMPLE BOARD ONLY. INCLUDE MESH AT EXTERIOR OPENINGS. DO NOT PERFORATE AIR BARRIER.

AIR BARRIER MEMBRANE

INTERIOR

469

VAPOUR BARRIER

NON-BIODEGRADABLE CANT MIN. 5% SLOPE

A852

469

1 : 10

AIR BARRIER MEMBRANE

PROVIDE METAL BRACKET OR WOOD BLOCKING TO SECURE TOP OF STUD WALL.

125

449

HATCH DENOTES DRYPACK INFILL. REFER TO STRUCTURAL DETAIL 6/S021 FOR TYPICAL PIPE UNDER STRIP FOOTING DETAIL

Sheet no.

A852

1 A852

ASSUMED EXISTING FOOTING TO BE CONFIRMED ON SITE

Project

502-508 PARLIAMENT ST.

200 Address

REFER TO 5/AH853 FOR EXTERIOR FACE OF FOUNDATION AND FOOTING DETAIL

Project no. Scale at Arch D STEEL PIPE FROM AREA DRAIN

Drawn by

MIN 200

EXTERIOR

HATCH DENOTES DRYPACK INFILL. REFER TO STRUCTURAL DETAIL 6/S021 FOR TYPICAL PIPE UNDER STRIP FOOTING DETAIL

1:5

5 A852

Junction of Interior Floor and Exterior Walls Section Detail

Above . Photo Photo from 2021 indicates the current exterior building condition and state of repair.

1 : 10

3 A852

Above . Details The existing and proposed roofs intersect at the load-bearing masonry parapet walls. This detail was developed closely with ERA’s structural engineering consultants.

502-508 Parliament St. Toronto, ON M4X 1P4

For

Reviewed by

Plan Detail - VRF Refrigerant Line

625 Church St, Suite 600 Toronto, Ontario, M4Y 2G1

E.R.A. Architects DetailsInc.

-2870 B1_Basement

1 : 10

1% 0.57°

INTERIOR

MSi / JF / SL / CS

Drawing title

DEPTH OF FOOTING TO BE REVIEWED ON SITE. IF FOOTING DEPTH PROVIDES SUFFICIENT CLEARANCE TO RUN DRAINAGE PIPES THROUGH ENVELOPE ABOVE FOOTING, DETAIL MAY BE REVISED.

Basement Foundation Section Detail

INTERIOR WEEPING TILE TO CONNECT WITH EXTERIOR WEEPING TILE LINE TO SUMP PUMP

FILL / REPLACE MISSING OR DETERIORATED MORTAR JOINTS AT EXTERIOIR MASONRY WALL.

LM / CN / CR / www.eraarch.ca MB / RD info@eraarch.ca T: 416.963.4497 F: 416.963.8761

Drawn by

125

Junction of Interior Floor and Exterior Walls Section Detail

A852

1:5

DIMPLE DRAINAGE BOARD TO EXTEND TO LOW POINT

3739 02_Second

150

152

Plan Detail - VRF Refrigerant Line

MIN 150

GEOTEXTILE MEMBRANE

F1a

130

MIN 200

EXTERIOR

REMOVE EXISTING SUBFLOOR BOARD. PROVIDE NEW PLYWOOD SUBFLOOR.

20-121 As indicated

Scale at Arch D STEEL PIPE FROM AREA DRAIN

Reviewed by

MIN 150

PROVIDE AIR BARRIER MEMBRANE OR TAPE AT JOIST JUNCTION WITH MASONRY WALL ON OPPOSITE DIRECTION (BEYOND)

Dixon Hall Neighbourhood Services

Project no.

TBD

1% 0.57°

100mm PERFORATED TUBING WITH PERFORATED SOCK

502-508 Parliament St. Toronto, ON M4X 1P4

For

RIGID INSULATION

PROVIDE NEW ALUMINUM WALL VENT AT TOP AND BOTTOM OF P6 WALL, INTERIOR800mm O.C.

NDING VRF

RETURN PVC WATERPROOFING MEMBRANE 500mm UP EXTERIOR WALL

INTERIOR WEEPING TILE TO CONNECT WITH EXTERIOR WEEPING TILE LINE TO SUMP PUMP

Address

REFER TO 5/AH853 FOR EXTERIOR FACE OF FOUNDATION AND FOOTING DETAIL

TBD

A852

1 : 10

502-508 PARLIAMENT ST.

200

13mm NON-BIODEGRADEABLE EXTERIOR GRADE GYPSUM BOARD

CLEARANCE BETWEEN FLOOR ASSEMBLY & FOOTING TBD ON SITE

Second Floor Rear Roof Typical Section

Project

ASSUMED EXISTING FOOTING TO BE CONFIRMED ON SITE

RIGID INSULATION

AIR BARRIER MEMBRANE P6

PROVIDE METAL BRACKET OR W4x WOOD BLOCKING TO SECURE TOP OF STUD WALL. LIQUID APPLIED AIR FILL / REPLACE MISSING BARRIER ON PARGING OR DETERIORATED MORTAR JOINTS AT EXTERIOIR MASONRY VAPOUR BARRIER WALL.

-2870 B1_Basement

EXTERIOR

13mm DRYWALL

EXISTING EXTERIOR WALL VARIES W2x OR W3x

www.eraarch.ca F: 416.963.8761

625 Church St, Suite 600 Toronto, Ontario, M4Y 2G1

DIMPLE DRAINAGE BOARD TO EXTEND TO LOW POINT

150

W4x 130

info@eraarch.ca T: 416.963.4497

NON-BIODEGRADABLE CANT MIN. 5% SLOPE

F1a

R1x ATED COPPER PIPE [VRF LINE] TO BUILDING FACE WITH ENED WITH THREADED ROD P6 N BOLT AT MORTAR JOINTS. INTERIOR MATCH COLOUR OF COVER. WITH MECHANICAL.

WEATHER RESISTIVE BARRIER

RETURN PVC WATERPROOFING MEMBRANE 500mm UP EXTERIOR WALL

VAPOUR BARRIER

REBUILD TOP OF EXISTING BRICK TO ACCOMODATE NEW ROOF ASSEMBLY.

SURROUNDING VRF LINES

AIR/VAPOUR BARRIER (MEMBRANE)

300

100

13mm NON-BIODEGRADEABLE EXTERIOR GRADE GYPSUM BOARD

PACK WITH MINERAL INSULATION TIGHTLY

449

VAPOUR BARRIER (MEMBRANE)

EXISTING EXTERIOR WALL VARIES W2x OR W3x

WOOD BLOCKING

CLEARANCE BETWEEN FLOOR ASSEMBLY & FOOTING TBD ON SITE

FLASHING OVERLAP UNDER ROOFING MEMBRANE

PPER PIPE [VRF BUILDING FACE WITH TH THREADED ROD T MORTAR JOINTS. COLOUR OF COVER. HANICAL.

MINERAL WOOL BATT INSULATION

Second Floor Rear Roof Section at Intermitent Parapet

Pipe Penetration through Roof

INTERIOR

WATERPROOFING EARTH AIR/VAPOUR BARRIER (MEMBRANE)

SEALANT

Section at Typical Horizontal Penetration

AIR BARRIER (MEMBRANE)

EXTERIOR

11125 04_Roof

PIPE

VARIES

MATERIAL LEGEND NEW ENVIRONMENTAL BARRIERS LEGEND

CONCRETE VAPOUR BARRIER (MEMBRANE)

INTERIOR

PACK WITH MINERAL INSULATION TIGHTLY

WATERPROOFING MEMBRANE TERMINATED WITH A CLIP/TIE

A852

W4x

EXTERIOR

6275 03A_Third

EXISTING WOOD PROPOSED MINERAL WOOL BATT INSULATION

R1x W4x

A852

WOOD BLOCKING

MINERAL WOOL RIGID INSULATION

Second Floor Rear Roof Section at Intermitent Parapet

Typical Intermittent Parapet Extension Partial Elevation

___________________

W4x

LEGEND

CANT STRIP

EXISTING MEMBRANE

FLASHING OVERLAP UNDER ROOFING MEMBRANE

GRAVEL

LINE OF FLASHING ON BOTH SIDES OF PARAPET

METAL

NEW METAL FLASHING

BRICK W4x

SEALANT

A852

1:5

11125 04_Roof

PIPE

WATERPROOFING MEMBRANE TERMINATED WITH A CLIP/TIE

ISSUANCE

TENDER

PROPOSED

MATERIAL LEGEND

A852

R1x

PROVIDE FLASHING CAP OVER BASEPLATE AND GROUT, LAP CAP AT TOP PARAPET FLASHING AND C/W SEALANT BEAD. PROVIDE DRIP ABOVE ROOF AND AT WALL C/W INTERMITTENT STARTER STRIPS

REVISION / EXISTING

16 2021/05/26

LAP MOD. BIT. ROOFING MEMBRANE ONTO BEARING PLATE

FLANGE TO MECHANICALLY MOUNT SLEEVE TO WALL

TO MECHANICAL / ELECTRICAL Section at Typical Horizontal Penetration

NO. DATE

___________________

REFER TO STRUCTURAL 6

FLASHING COVERING NEW BRICK PARAPET

SPRAY FOAM MAXIMUM LENGTH 50mm

W4x

LEGEND

HORIZONTAL METAL SLEEVE FOR PIPE, CONDUIT OR OTHER TYPICAL HORIZONTAL PENETRATION COORDINATE DIMENSIONS WITH MECHANICAL / ELECTRICAL

NEW BRICK PARAPET (MIN. 2 WYTHES X 400mm) TO SUPPORT EACH BEAM. REFER TO STRUCTURAL

REFER TO SRUCTURAL

DOUBLE 38x139 (2"x6"). REFER TO STRUCTURAL

BACKER ROD AND SEALANT, MAX 25mm - TYP.

NOT FOR CONSTRUCTION

PARAPET DIMENSIONS ESTIMATED -VERIFY ON SITE. COORDINATE WITH NEW STRUCTURE

DEPTH OF FOOTING TO BE REVIEWED ON SITE. IF FOOTING DEPTH PROVIDES SUFFICIENT CLEARANCE TO RUN DRAINAGE PIPES THROUGH ENVELOPE ABOVE FOOTING, DETAIL MAY BE REVISED.

Dixon Hall Neighbourhood Services 20-121 As indicated LM / CN / CR / MB / RD MSi / JF / SL / CS

Drawing title

Details Sheet no.

Basement Foundation Section Detail 1 : 10

Bottom . Details The basement foundation connects an exterior and interior weeping tile drainage system to ensure the wall assembly efficiently mitigates moisture and heat.

1 A852

A852

PA R L I A M E N T S T R E E T R O O M S

REQUIRED FIRE SEPARATION LEGEND: NOTE NO. C-01

EXISTING TO REMAIN FIRE SEPARATIONS: FRR 60 MIN

C-02

FRR 45 MIN PROPOSED FIRE SEPARATIONS:

C-03

FRR 60 MIN FRR 45 MIN

C-04

NOTES: A. AS REQUIRED, EXTEND ALL FIRE RATED WALLS TO U/S OF FLOOR STRUCTURE TO KEEP CONTINUITY OF FIRE COMPARTMENTS.

C-05 C-06

B. FOR TRAVEL DISTANCE, REFER TO BUILDING CODE CONCEPTS REPORT BY NSP CONSULTANT INC., DATED MAY 12, 2021.

C-07

Fire Separation Diagram_North South Section

C-08

A501

1 : 200

C-09 C-10 C-11 C-12 C-13

C-14 C-15 C-16 C-17

1780

4120

6618

5521

6693

2660

C-18

TYPICAL AT ENTIRE SECTION C-04

C-05

C-12

C-19

C-20

C-06

C-13

C-21

C-22

C-36

C-35

___________________

C-34

___________________

A852

A855

C-23

11125 04_Roof

C-24

C-25 C-26 C-48

504-332 WC 5043323

504-332 BEDSITTING 5043321

C-47

C-28

TO U/S OF STRUCTURE

C-44

504-333 WC 5043332

+/- 3250

C-27

504-333 BEDSITTING 5043331

C-29 C-30

8702 03B_Third

C-31 C-32 C-33 C-34 C-35

C-54

7342 03_Third

C-36 C-37 C-38

6275 03A_Third

504-222 WC 5042223

504-222 BEDSITTING 5042221

+/- 3333

504-223 WC 5042232

504-224 BEDSITTING 5042241

C-45

C-46

A622

C-54

504-KITCHEN 504111B

504-LOUNGE 504111A

+/- 3466

C-20 C-24

C-40 C-41

C-44

___________________

504-114 BEDSITTING 5041141

C-39

C-42 C-43

3739 02_Second 3182 02A_Second

C-47 C-48 C-49

C-50

C-51

TO U/S OF STRUCTURE

+/- 2748 +/- 2995

TO U/S OF STRUCTURE

504-223 BEDSITTING 5042231

TO U/S OF STRUCTURE

C-32

C-52 C-53 C-54 C-55

C-50

C-56 C-57

0 01_Ground

504-MECH/ELEC 504B06

504-LAUNDRY 504B05

504-CORRIDOR 504B02

504-OFFICE 504B03

+/- 2597

504-OFFICE 504B07

TO U/S OF STRUCTURE

504-PEST CONTROL 504B08

+/- 2597

VRF

TO U/S OF STRUCTURE

C-41

-1676 00_Grade C-29

C-51

-2870 B1_Basement

NC-504 Section 1 : 50

Above . Section The section indicates the design considerations required to connect various existing building masses while reconciling exterior exits at multiple building levels.

1 A501

C-58 C-59

LAUREN MARSHALL

ST HILDA’S | TOWER RENEWAL PROFESSIONAL | ERA ARCHITECTS

ERA Architects’ latest Tower Renewal project, St Hilda’s Revitalization, is the radical retrofit of an aging 1970’s campus including three separate seniors’ residential towers. The retrofit of these towers aims to provide fully accessible residential suites and common areas, improved landscaping and social commons, greater connection to transit, and a vibrant pedestrian realm. St. Hilda’s Revitalization considers tenant health, comfort, and affordability, while reducing utility consumption and GHG emissions. The project includes major structural and envelope remediation, high-efficiency mechanical and air quality systems. St. Hilda’s Revitalization allows for aging-in-place, the autonomy of its residents, and is responsive to the changing climate. This project is committed to ensuring that affordable housing stock in Toronto is maintained, and that residents are not displaced through the construction phase. The project is currently in Phase One of three construction phases to maintain existing tenant occupation and to minimize disruption to the existing community. Construction completion is expected by end of 2023.

Location Toronto, Ontario (under construction) Client Toronto Community Housing Corporation, St Hilda’s Towers Structural & Environmental strategy Large scale tower retrofit of two existing concrete slab towers. Existing structure to remain, major architectural, mechanical and electrical improvements will provide better indoor air quality and energy efficiency. Design Responsibilities I assisted with graphic representation, client presentations, and funding strategies throughout schematic design and design development. I assisted with detail development at the construction drawing phase and I currently provide support throughout contract administration of the ongoing construction. I was lead contract administrator for a destructive demolition project during the investigative construction phase. Total Construction Budget $45 million Project Size 2 towers, 1 podium, surrounding landscape, 19,000m building area, 1516 storeys above grade 2

Software Revit, AutoCAD, Photoshop, Illustrator

S T H I L D A’ S | T O W E R R E N E W A L

Above . Photo Photograph of the existing condition of the Vaughan Tower at St. Hilda’s complex.

610

1525

PANTRY

635

LAUREN MARSHALL REFRIGERATOR

608

2 5

___________ ___________

3 A-702V

A-702V

__________________________

7 A-702V

___________ ___________

__________________________

A-702V

610

1525

635

V-7

PANTRY

REFRIGERATOR

608

2 5

___________ ___________

3 A-702V

A-702V

__________________________

OR Layout - Type 2 en

7 A-702V

___________ ___________

__________________________

A-702V

Typical Kitchen Layout - Type 1

A-702V

1 : 25

info@eraarch.ca T: 416.963.4497

A-702V

www.eraarch.ca F: 416.963.8761

625 Church St, Suite 600 Toronto, Ontario, M4Y 2G1

V-7 3 A-702V

5 A-702V

E.R.A. Architects Inc.

7 A-702V

__________________________

+/-190

__________________________

Project EXHAUST

191

3 PANTRY A-702V

5 A-702V

__________________________

1574

1766

FIXED FAUX DRAWER PANELS AT SINK LOCATION

1 : 25

7 A-702V

__________________________

1197

St. Hilda's Residences - Modernization info@eraarch.ca Project: Vaughanwww.eraarch.ca Building

A-702V +/-2300

A-702V

1766

Typical Kitchen Layout - Type 1

100

T: 416.963.4497

625 Church St, Suite 600

M4YInc. 2G1 St.Toronto, Hilda'sOntario, Towers

For

Scale at Arch D

+/-190914

Reviewed by

RANGE

ERA Project No: 17-277-04

E.R.A. Architects Inc.

As indicated

NB / LG / AK / LM / DM GS / YS / BH / MSi / CS

Drawing title

New Kitchens - Vaughan

100

225

620

Drawn by

REFRIGERATOR

F: 416.963.8761

800 Vaughan Rd.

Address

Project no.

156

UST

en Layout - Type 2

Project

610

191

UST

EXHAUST 655

610

305

St. Hilda's Residences - Modernization Project: Vaughan Building

Sheet no.

1197

610

2 100

A-702V

PANTRY

Address For Project no. Scale at Arch D

156

1766

1 : 25

+/-2300

DRAWER PANELS AT Typical Kitchen Elevation - Type 1 SINK LOCATION

A-702V

1766

1 : 25

FIXED FAUX

1574

Elevation - Type 2

REFRIGERATOR

610

RANGE

655

914

Reviewed by

610

800 Vaughan Rd.

St. Hilda's Towers Inc.

As indicated NB / LG / AK / LM / DM GS / YS / BH / MSi / CS

Drawing title

New Kitchens - Vaughan

100

225

620

Drawn by

A-702V

ERA Project No: 17-277-04

305 Sheet no.

Elevation - Type 2 1 : 25

Typical Kitchen Elevation - Type 1

A-702V

1 : 25

Top . Drawings Extensive millwork drawings were investigated as part of the DD and CD phases to maximize storage space in a minimal, cost effective manner.

2 A-702V

Bottom . Interior Sketch Quick hand sketches were used as a collaborative tool to test out millwork and kitchen design options within the narrow shear walls.

A-702V

S T H I L D A’ S | T O W E R R E N E W A L

CONSTRUCTION NOTES - VAUGHAN TOWER

REQUIRED FIRE SEPARATION PLAN LEGEND*

NOTE NO.

EXISTING TO REMAIN FIRE SEPARATIONS:

C-01

F.R.R. 120 MIN

C-02 C-03 C-04

F.R.R. 90 MIN F.R.R. 60 MIN

C-05

F.R.R. 45 MIN

C-06

PROPOSED FIRE SEPARATIONS:

V-1A

C-07

F.R.R. 120 MIN

C-08

F.R.R. 60 MIN

C-09

F.R.R. 45 MIN ±

± 7' -

5/8

C-10

F.R.R. 120 MIN NEW CEILING

52 75 "]

V-2A

C-11

FHC

*EXISTING WALL / FLOOR ASSEMBLIES MEET OR SURPASS THE FIRE CODE'S FIRE SEPARATION REQUIREMENTS. REFER TO ASSEMBLIES SHEET.

C-12 C-13

NOTE: AS REQUIRED, EXTEND ALL FIRE RATED WALLS TO U/S OF CONCRETE SLAB TO KEEP CONTINUITY OF FIRE COMPARTMENTS

V-J ± 3200

± [10' - 6"]

± [1

5' -

C-14 C-15

47 50 7"]

C-16

V-3A

DOCTOR'S OFFICE

C-17

V01220

V-Hx

C-04

± [1

W-V28

5' -

69 7

DOCTOR'S OFFICE

± 3030

± [9' - 11 1/4"]

W-V28

C-18 C-19 C-20

47 50 7"]

V-4A

C-23

C-64

V01210

C-21 C-22

TYPICAL AT ALL LEVELS

C-24

CLOSET

V-H

C-25

DOCTOR'S OFFICE

D-V01360A

± [10' - 2"]

± 3100

V01221

V01200

7"]

V01170

C-26

38 [1 31 25 5 '8 1/2 "]

V-5A C-27

W-V40

A-403V

V-Gx

V01160

± [10' - 2"]

V01360

136 CORRIDOR

± [10' - 2"]

45 70

7/8

FHC

DOCTOR'S OFFICE

C-30

DOCTOR'S OFFICE RECEPTION

2 A-852V

V01120

KITCHEN 02 V01230

± 4220

± 5' -

C-32

47 46 7/8

V-7A

C-33

SIM

C-34 C-35

C-50

C-36

STORAGE

DOCTOR'S OFFICE

V01130

± [13' - 10 1/8"]

W-V40

CORRIDOR

V-F

C-29

V-6A

V01140

V01150

V01080

C-28

W-V40

DOCTOR'S OFFICE VESTIBULE

V01180

C-45

± 4' -

C-31

VS01B

D-V01140a

V01190

V STAIR B

V-G

FHC

DOCTOR'S OFFICE

UP ± 3100

5' -

47 50

DOCTOR'S OFFICE

± 3100

± [1

5' -

V01110

7"]

V-8A

C-39 C-40 C-41

W-V40

CORRIDOR

D-V01360B

C-37 C-38

47 50

V01100

C-42

47 4 ± 24 [1 5' A-856V -

__________________________

53.2 m²

DOCTOR'S OFFICE

C-67

V01090

C-43

V-9A

V01011

C-48 C-54

VESTIBULE V01010

C-44

C-46

C-66

RESERVED

C-59 C-60

A-605V

C-61

C-65

1 A-624V

RECEPTION DESK

C-52

ELEVATOR 2 D-VS01Aa

V01040

D-V01340A D-V01280

V131 WC

V01310

1 A-721V

C-14

C-62 C-63

A-402V

C-64 D-VS01Ab

W-V20

C-65

FHC

V-C

V STAIR A

V107 MAIL

C-70 C-71

W-V20

SECURED MAIL RM V01060

FHC

C-66 C-67 C-68 C-69

V01070

C-47

D-V01060

± 6100

VS01A

V130 WC VEST

± [20' - 0 1/8"]

C-45

V01281

V01330

W-V20

V128 CLOSET

V133 TUCK SHOP

C-58

V01340

D-V01340B

C-57

ELEVATOR 1

± 6100

V01280

C-56

V-D

± [20' - 0 1/8"]

A-4 04

V128 DINING

V134 SUNROOM

C-54 C-55

2 A-624V

1 A-722V

V01270

A-405V

± 3100

C-43

TYP

W-V20

ø 1500

D-V01310

C-46 D-V01081

V-P9Ax

V01030

± [10' - 2"]

JANITOR

V01020

V-P9Bx

C-48 C-49 C-50 C-51 C-52 C-53

V-Dx

V01031

LOBBY

C-45 C-46 C-47

EXTENDED JANITOR / STORAGE CW-V9

C-44

V-E

RAMP DOWN TO VAUGHAN PARKING

CW-V8

FOYER

± 3000

V01102

± [9' - 10 1/8"]

± 3000

± [9' - 10 1/8"]

± 44100

CLOSET

V01250

6"]

V01092

V01091

V01101

± [144' - 8 1/4"]

SHOWER

STORAGE RESERVED

C-72 C-73 C-74 C-75

V01300

V-A5 "]

7/8

C-78

[2 ± [1 ± 55 '- 0 9 5/8 "] 4

7' -

V-A4

V-A3

VAUGH TOWE

RD-EX

TYP C-51

14 43 3 1/4 "]

LEWIS TOWER

C-70

RD-EX

__________________________

CW-V1

C-77

3 A-856V

± 6050

5 A-856V

__________________________

V-B

CW-V7

± [3 11 ' - 25 8 1/4 "]

CW-V6

± [19' - 10 1/4"]

RD-NC

CW-V5

PROVIDE NEW CEILING LIGHTING FIXTURES WITH SURFA CONDUIT. REFER TO ELECTRICAL. PROVIDE ACCESS PANELS AS REQUIRED BY MECHANICA MECHANICAL. PROVIDE NEW PAINT COATING TO ALL EXISTING OPAQU LISTED ON THE 'EXISTING DOORS WITH HARDWARE MOD SCHEDULES, AND ON ALL EXISTING DOORS ON L02-L17. PROTECT HARDWARE FOR NEW FLOOR FINISHES IN ELEVATOR CABS, REFER T SPECIFICATIONS. RESERVED EXISTING FIRE ALARM CONTROLS PANEL TO REMAIN. PROVIDE NEW GUARDRAIL. REFER TO LANDSCAPE. EXISTING CAST-IN-PLACE EQUIPMENT ENCLOSURE TO R ROOFING TO TERMINATE AT OUTER EDGES OF ENCLOSU ALL EXISTING ROOF DRAINS TO REMAIN IN EXISTING LO RECEIVE NEW INVERTED ROOF DRAIN. REFER TO MECH PATCH AND MAKE GOOD DRYWALL AT DEMOLISHED KIT ELECTRICAL PANELS. REFER TO ELECTRICAL FOR LOCA PATCH AND MAKE GOOD DRYWALL AT EXISTING AND PR ELECTRICAL PANEL LOCATIONS. REFER TO ELECTRICAL DOOR TYPE AND REPLACEMENT VARIES. REFER TO DOO NEW VRF CABLE PROTECION RAMPS, MINIMUM 1,100 mm PROVIDE NEW ROOF LADDER, MECHANICALLY FASTENE DETAILS. COORDINATE WITH STRUCTURAL. PROVIDE NEW ROOF INFILL AT PREVIOUS MECHANICAL REFER TO STRUCTURAL. PROVIDE NEW CLOSET PARTITIONS AT SUITES V701, V80 V1101, V1201, V1401, V1501, V1601, AND V1701 FOLLOWING VRF AND ERV INSTALLATION WORK, INFILL WITH NEW INFILL PARTITION AS INDICATED BY WALL TAG

0' -

D-V01290A

V01290

CW-V4

RD-EX

8 A-857V

63 23

V129 LINK CW-V3

CW-V2

C-76

NOTE CONTENT

PROVIDE NEW 120-MINUTE FIRE-RATED SEPARATION FO LINE. REFER TO MECHANICAL AND ELECTRICAL. FOR EXTENT OF MECHANICAL WORK, REFER TO MECHA FOR EXTENT OF WORK, REFER TO ELECTRICAL. PROVIDE NEW 120-MINUTE FIRE-RATED SEPARATION FO LINE, TYPICAL FROM MAIN FLOOR TO 17TH FLOOR. COOR MECHANICAL. PROVIDE NEW WALL INFILL AT PREVIOUS LOCATIONS OF THROUGH-WALL AIR CONDITIONERS. PROVIDE NEW 20-MINUTE FIRE-RATED SUITE ENTRANCE FRAME, INCLUDING FRAMING OF NEW OPENING WITH MA MATCH EXISTING ADJACENT ASSEMBLY. REFER TO DOO PROVIDE NEW DRYWALL PARTITIONS AND HOLLOW WOO INCLUDING FRAMES AND HARDWARE, WHERE INDICATE PROVIDE NEW PARTITION WHERE NOTED BY WALL TAG. CONSTRUCTION ASSEMBLIES. PREPARE ROUGH WINDOW OPENINGS TO RECEIVE NEW REFER TO WINDOW SCHEDULE. PREPARE ROUGH WINDOW OPENINGS TO RECEIVE NEW PATCH AND REPAIR FINISHES AS REQUIRED. PROVIDE N THERMALLY BROKEN DOUBLE-GLAZED WINDOWS. PROV FASTENINGS, FLASHINGS, SILLS AND SEALANTS AS REQ PROVIDE NEW WINDOW COVERINGS. REFER TO WINDOW REFER TO MECHANICAL FOR EXTENT OF REVISIONS TO LAYOUT. FOLLOWING ALL PLUMBING/ELECTRICAL WORK, INFILL W AT PLUMBING SHAFTS WITH MATERIALS TO MATCH EXIS ADJACENT ASSEMBLY. PROVIDE NEW 45-MINUTE FIRE-RATED SEPARATION, INC DOOR, FRAME AND HARDWARE. PROVIDE NEW DOOR HARDWARE TO EXISTING EXIT STA TYPICAL AT ALL FLOORS. REFER TO DOOR SCHEDULE. PROVIDE NEW AIRTIGHT GARBAGE CHUTE HATCH. HATC AUTOMATICALLY AND LATCH AFTER USE. HATCH MAXIM NOT MORE THAN 60% OF THE CROSS-SECTIONAL AREA PROVIDE INDUSTRIAL CLEANING FOR EACH CHUTE. FOR NEW SPRINKLERS INSIDE REFUSE CHUTE REFER TO ME FOR EXTENT OF WORK TO LIGHTING FIXTURES AND FIRE DEVICES, REFER TO ELECTRICAL. TYP: PROVIDE NEW EXTERIOR DOOR, FRAME AND HARD TO DOOR SCHEDULE. PROVIDE NEW INSULATED ROOFING ASSEMBLY. RESERVED FOR SCOPE OF MECHANICAL AND ELECTRICAL WORK AT TO MECHANICAL, ELECTRICAL AND STRUCTURAL. PROVIDE NEW ROOF GUARDRAIL. COORDINATE WITH ST MODIFY ROOF ANCHOR LOCATIONS AS REQUIRED TO AC NEW LAYOUT OF MECHANICAL EQUIPMENT. PROVIDE NEW MECHANICAL EQUIPMENT AND ASSOCIAT CONNECTIONS REFER TO MECHANICAL AND ELECTRICA PREPARE CONCRETE SUBFLOOR AS REQUIRED TO REC FLOOR FINISH. PROVIDE 127 mm HIGH BASE THROUGHO LEVELS OF RETROFIT, SITE AUDIT SCHEDULES AND FLO PLANS. FOR LOCATION OF POWER AND DATA OUTLETS, AND EQ REQUIRING POWER CONNECTIONS, INCLUDING RECIRCU HOOD, APPLIANCES AND FIRE ALARM DEVICES, REFER T PROVIDE NEW DRYWALL PARTITIONS AND HOLLOW WOO WITHIN BARRIER-FREE SUITES, INCLUDING FRAMES AND ENSURE THAT ALL DOORS HAVE MINIMUM 860 mm CLEA WIDTH, WITHOUT ANY PROTRUDING HARDWARE, WHEN OPEN POSITION. ENSURE THAT FLOOR TRANSITIONS ARE LESS THAN 13 DIFFERENCE. PROVIDE MILWORK CLOSET WITH ACCESSIBLE SHELVIN CLOTHES RAILS IN BARRIER-FREE SUITES. PROVIDE NEW ACCESSIBLE KITCHEN MILLWORK, PLUMB APPLIANCES AND FINISHES. COORDINATE WITH MECHAN ELECTRICAL. PROVIDE NEW ACCESSIBLE WASHROOM, INCLUDING AC TOILET, SHOWER, SINK AND ACCESSORIES. PROVIDE NE SHOWER WITH COLLAPSIBLE LIP AND TILED WALLS. COO MECHANICAL, ELECTRICAL AND STRUCTURAL. PREPARE CONCRETE SUBFLOOR PER MANUFACTURER' INSTRUCTIONS TO RECEIVE NEW EPOXY FLOORING C/W WATERPROOFING. PROVIDE POSITIVE SLOPE TO EXISTI FLOOR DRAINS WHILE MAINTAINING A WASHROOM DOO OF MAXIMUM 13 mm. PROVIDE WOOD BLOCKING FOR GRAB BARS WITHIN EXI WALLS, TO RESIST HORIZONTAL AND VERTICAL FORCES ONTARIO BUILDING CODE. WHERE GRAB BARS ARE REQ EXISTING WALS, PATCH AND REPAIR DRYWALL FOLLOW INSTALLATION OF BLOCKING. PROVIDE NEW KITCHEN MILLWORK, PLUMBING FIXTURE AND FINISHES. COORDINATE WITH MECHANICAL AND EL PROVIDE NEW FLOOR-MOUNTED COMFORT-HEIGHT TOIL PROVIDE NEW ACRYLIC BATHTUB SURROUND ATOP OF TILES AND TO UNDERSIDE OF CEILING/BUILKHEAD. PROVIDE NEW VANITY SINK WITH FAUCET. REFER TO LE RETROFIT SCHEDULES. COORIDNATE WITH MECHANICA RESERVED PREPARE EXISTING CONCRETE SURFACES AND APPLY ARCHITECTURAL COATING TO ALL EXTERIOR CONCRETE INCLUDING BUILDING WALLS, LOW PLANTER WALLS, STA SOFFITS. RESERVED FOR EXTENT OF MASONRY REPAIR, REFER TO STRUCTU AT 2ND TO 17TH FLOORS, PROVIDE NEW 45-MINUTE FIRE CORRIDOR DOOR AND FRAME, INCLUDING FRAMING OF WITH MATERIALS TO MATCH EXISTING ADJACENT ASSEM TO DOOR SCHEDULE. PROVIDE NEW ROOF CURBS FOR MECHANICAL / ELECTR EQUIPMENT. COORDINATE WITH STRUCTURAL, MECHAN ELECTRICAL. ALL RATED PARTITIONS EXTEND TO UNDERSIDE OF SLA OTHER WISE NOTED. FOR EXTENT OF RAMP REFINISHING INCLUDING DE-ICNG REFER TO LANDSCAPE AND ELECTRICAL. FOR EXTENT OF FINISHES, REFER TO ROOM FINISH SCH FOR EXTENT OF FINISHES, REFER TO ROOM FINISH SCH COORDINATE WITH ELECTRICAL AND MECHANICAL. PROVIDE NEW WALLS AND DOORS AS INDICATED BY TA NEW MAILBOXES. REFER TO ENLARGED ELEVATIONS. FO FINISHES, REFER TO ROOM FINISH SCHEDULE. PROVIDE NEW ENTRANCE GLAZING. REFER TO DETAILS RESERVED PROVIDE NEW BUILDING SIGN. REFER TO SIGNAGE DRA FOR EXTENT OF SCOPE AND FINISHES, REFER TO LAND PROVIDE NEW EXTERIOR HIGH-PERFORMANCE GLAZING AT NEW INTERIOR GARDENING NOOK, PROVIDE NEW SIN STORAGE CABINET. COORDINATE WITH MECHANICAL. PRVIDE NEW GLAZING AND OPAQUE ROOF. REFER TO W SCHEDULE AND DETAILS. PROVIDE NEW METAL FASCIA EXTENDING FROM TOP OF HEADER TO UNDERSIDE OF PARAPET CAP. PROVIDE NEW SUITE ENTRY DOOR THRESHOLD. REFER HARDWARE SPECIFICATIONS. PROVIDE FIRESTOP SEALANT AT JUCTION BETWEEN EX AND FLOOR SLAB. ALLOW 80% OCURRENCE FOR COSTIN PROVIDE NEW CEILING, LIGHTING FIXTURES, FIRE ALAR ADJUST SPRIKLER LAYOUT. PROVIDE ACCESS PANELS A BY MECHANICAL. REFER TO MECHANICAL AND ELECTRIC PROVIDE NEW ROOF INFILL, INCLUDING INTERIOR FINISH STRUCTURAL. PROVIDE NEW CEILINGS AS INDICATED BY LEGEND. REF ASSEMBLIES. PROVIDE NEW LIGHT FIXTURES, FIRE ALAR AND SPRINKLERS LAYOUT. REFER TO MECHANICAL AND PROVIDE NEW DROPPED CEILING TO ACCOMMODATE NE RECIRCULATION WATER SYSTEM. EXTEND EXISTING SP TO NEW CEILING FINISH. PROVIDE NEW FIRESTOPPING A POINTS OF RECIRCULATION SYSTEM FROM CORRIDOR I SUITES/COMMON AREAS. PROVIDE NEW FIRE ALARM DE COORDINATE WITH MECHANICAL AND ELECTRICAL.

V-A2

A-405V

VAUGHAN PODIUM

[2 ± 64 1' - 1 35 3/8 "]

RD-EX

C-68

DUFFERIN TOWER

V-A

± 6100

± [20' - 0 1/8"]

± 6100

± 6300

± [20' - 0 1/8"]

± 6100

± [20' - 8"]

± 6250

± [20' - 0 1/8"]

Vaughan Main Floor

± 6100

± [20' - 6 1/8"]

± [20' - 0 1/8"]

1 : 100

± 43050

V-1

V-2

Top . Interior Sketch Quick hand sketches were used as a collaborative tool to maximize views to the exterior while considering new mechanical equipment and accessible windows.

V-3

V-4

± [141' - 2 7/8"]

V-5

V-6

Bottom . Ground Floor Plan The ground floor plan is reconfigured to allow more natural light, greater connectivity to the adjacent streets and re-imagined terraces.

V-7

V-8

V-A1

North

Right . Typical Plans Contained within the shear walls each proposed unit is a variable module that adapts to accessibility needs, and the mix of studio and one-bedroom units.

1 A-303V

Key Plan

LAUREN MARSHALL

Above . Photo Photo from 2021 illustrates the tower facade nearing construction completion. The exterior wall assembly combines existing and new elements to accomplish PassiveHouse certification 14

KEN SOBLE | TOWER RENEWAL PROFESSIONAL | ERA ARCHITECTS

Built in 1967, the Ken Soble Tower is the oldest high-rise multi-residential building in CityHousing Hamilton’s portfolio and was in decline for several years. After considering several options including sale, rebuild, capital repair, and rehabilitation, CityHousing opted to retrofit the building, making significant improvements at a fraction of the cost of new build. One of the first such retrofits in North America, at 18 storeys and more than 7,700m2, ERA Architects’ project at the Ken Soble Tower is one of the largest EnerPHit certified projects in the world. The building’s rehabilitation modernizes 146 units of affordable seniors’ housing, while reinvigorating community spaces and outdoor gathering areas, planning for aging-in-place and barrier-free living, and a changing climate. Completed in summer 2021, the project provides residents with improved comfort and control of their indoor environments and the ability to withstand extreme climate events into the future.

Location Hamilton, Ontario Client CityHousing Hamilton Structural & Environmental strategy PassiveHouse certified tower retrofit of an existing concrete slab tower Design Responsibilities I assisted with graphic coordination and presentation. I helped the landscape architect develop schematic and construction drawings for the landscape site strategy. I assisted with detail development at the construction drawing phase and provided support throughout contract administration. Total Construction Budget $30 million Project Size 2

7,700m , 18 storeys Software Revit, AutoCAD, Photoshop, Illustrator

LAUREN MARSHALL

Cc 1

Af 24

Cs 11

Af 14

Ac 1

Cs 4

Aa 1

Cs 4

Tco 21

Gm 10

Cr 41

NO.

Cg 18

Al 1

Cp 6

Ca 1

Dc 24

Tco 59

Cs 4

Co 1

ISSUED FOR TENDER

2020-08-20

ISSUED FOR CONSTRUCTION

Al 1

Bp 1 Tc 22

Aa 3

ISSUED FOR CONSTRUCTION

2020-02-21

Cs 9

Tc 18 Tco 6

ISSUED FOR

2019-07-26

Tc 5

Bp 1

Al 1

DATE

1 2 3

Tco 5

Cp 20

Tco 20

Tc 10

Cp 6

Tco 6

Tco 18

Gm 9

Bp 3

Cp 18

NOT FOR CONSTRUCTION

Cp 37

Gm 18

Tco 37

LEGEND

Aa 4

Gm 25

Hv 1

Sl 8 Tc 14

Cm 112

Planting Schedule NTS

Bp 1

Aca 1

L501

Af 316

Mp 3

Tc 33

NO.

DATE

ISSUED FOR

2019-07-26

ISSUED FOR CONSTRUCTION

2020-02-21

ISSUED FOR TENDER

2020-08-20

ISSUED FOR CONSTRUCTION

Cs 33

Dc 128

PRECAST CONCRETE WALL, REFER TO TYPICAL DETAIL

NOT FOR CONSTRUCTION Aca Dc Sl LEGEND

PRECAST CONCRETE Mp - BEYOND REFER WALL 3 TYPICAL DETAILS TO

Rb 8

Precast Concrete Wall

CIP Concrete Barrier Curb and Curb Cut

SCALE 1 : 10

L701

SCALE 1 : 10

L701

Aca 1

Fv 46

ISSUED FOR

2019-07-26

ISSUED FOR CONSTRUCTION

2020-02-21

ISSUED FOR TENDER

2020-08-20

ISSUED FOR CONSTRUCTION

NOT FOR CONSTRUCTION

Mp 3

LEGEND

North

510

PRECAST CONCRETE UNIT PAVING, REFER TO TYPICAL DETAIL

ASPHALT DRIVEWAY HEAVY DUTY, REFER TO TYPICAL DETAILS

DATE

1 2 3

TOP OF PRECAST CONCRETE UNIT PAVERS BEYOND

2709

390

CIP CONCRETE BARRIER CURB; REFER TO TYPICAL DETAILS; ALIGN WITH TOP OF EXISTING CURB

CIP CONCRETE CURB CUT; REFER TO TYPICAL DETAIL

Cs 16

Cp 92

BUILDING EDGE BEYOND

ALIGNED WITH EDGE OF CANOPY ABOVE

Bp 3

CAST-IRON TACTILE WALKING SURFACE INDICATOR ON CIP CONCRETE SLAB , REFER TO TYPICAL DETAILS

25 MIN

MATCH EXISTING

info@eraarch.ca | www.eraarch.ca T 416.963.4497 | F 416.963.8761

Reserved

SCALE 1 : 150

L501

625 Church Street, Suite 600 This This drawing drawing is is thethe property property of of E.R.A. E.R.A. Architects Architects Inc. Inc. and and may may not not bebe used used oror Toronto, ON, Canada, M4Ydrawings 2G1 reproduced reproduced without without expressed expressed approval. approval. Refer Refer to to Engineering Engineering drawings before before proceeding proceeding with with work. work. The The Contractor Contractor shall shall verify verify allall dimensions dimensions and and levels levels onon site siteand andreport reportany anydiscrepancies discrepancies to toE.R.A. E.R.A. before beforebeginning beginning work. work.DoDonotnot E.R.A. Architects Inc. scale scalefrom fromthethedrawings. drawings.Use Usefigured figureddimensions dimensionsonly. only.The TheContractor Contractoris is responsible responsible forfor any any changes changes made made to to thethe drawings drawings without without E.R.A.'s E.R.A.'s approval. approval.

PLANTING BED BEYOND

MATCH MATCH EXISTING EXISTING

SAW CUT FOR SMOOTH TRANSITION BETWEEN EXISTING DRIVEWAY

NO. NO. DATE DATE

MAX 4.5%

610

ISSUED ISSUED FOR FOR

ISSUED FOR FOR CONSTRUCTION CONSTRUCTION 2019-07-26 2019-07-26 ISSUED

ISSUED FOR FOR TENDER TENDER 2020-02-21 2020-02-21 ISSUED

ISSUED FOR FOR CONSTRUCTION CONSTRUCTION 2020-08-20 2020-08-20 ISSUED

150

Project

500 MacNab 500 MacNab Street North, Hamilton, ON

Address

City Housing Hamilton Corporation

For

17-006-02

Project no. Scale at Arch D

Drawn by

RF / GS / YS NOT NOTFOR FORCONSTRUCTION CONSTRUCTION

Reviewed by Drawing title

LEGEND LEGEND

Concrete Paving to Sod

Precast Concrete Unit Pavers to Sod/Planting

Riverstone Maintenance Edge

SCALE 1 : 10

L701

SCALE 1 : 10

L701

SCALE 1 : 10

Precast PrecastConcrete ConcreteWall Wall SCALE SCALE1 1: 10 : 10

L701

Shrubs & Perennial Planting Detail

SCALE 1 : 20

Seat Wall Section B and CIP CIPConcrete Concrete Barrier Barrier Curb Curb and2Curb CurbCut Cut

15 15

1:10

L701 L701

14 14

L601 SCALE SCALE1 1: 10 : 10

Deciduous Planting Detail

L501

SCALE 1 : 20

Sheet no.

L501

L701 L701

Planting Plan

L501

BLOCK 'B' WALL BEYOND, REFER TO ARCH

RAIN WATER LEADER, REFER TO ARCH 4000

CONCRETE SIDEWALK

GRANITE RIVER STONE

PLANTING PLANTING BED BED TYPE TYPE 22 (BIORETENTION (BIORETENTION CELL) CELL)

7 L701

Pole PoleMount MountLight LightFixture Fixture

13 13

SCALE SCALE1 1: 10 : 10

L701 L701 100

Sod SCALE 1 : 10

100

75 MIN

100

CIP CONCRETE RUNNEL, TO MATCH THE WIDTH OF THE TRENCH GRATE

Asphalt - Heavy Duty MIN 1.5% SCALE 1 : 10

6 L701

TRENCH GRATE, PROVIDE FLUSH TRANSITION WITH ADJACENT SURFACE REFER TO 4/L701

Concrete ConcretePaving PavingtotoSod Sod

12 12

SCALE SCALE1 1: 10 : 10

L701 L701

MIN 1.5%

1574

TOP OF PLANTING BED BEYOND

600

CIP CONCRETE CHANNEL, REFER TO 4/L701

GRANITE RIVER STONE

SOD, REFER TO TYPICAL DETAILS

info@eraarch.ca | www.eraarch.ca T 416.963.4497 | F 416.963.8761

Precast Precast Concrete Concrete UnitPavers PaverstotoSod/Planting Sod/Planting Precast Concrete Unit Paving 5 Unit MIN 1.5% MIN 1.5% SCALE 1 : 10

SCALE SCALE1 1: 10 : 10

L701

info@eraarch.ca | www.eraarch.ca T 416.963.4497 | F 416.963.8761

75MM MULCH

Riverstone RiverstoneMaintenance MaintenanceEdge Edge

10 10

SCALE SCALE1 1: 10 : 10

L701 L701

625 Church Street, Suite 600 Toronto, ON, Canada, M4Y 2G1

E.R.A. Architects Inc.

ANCHOR ROD

PLANTING PLANTING BED BED TYPE TYPE 11

11 11

625 Church Street, Suite 600 Toronto, ON, Canada, M4Y 2G1

450

BIORETENTION GROWING MEDIUM

Project

500 MacNab Address For

Address

500 MacNab Street North, Hamilton, ON City Housing Hamilton Corporation

150MM DEPTH OF 20MM CLEAR STONE 100MM SAND

Scale at Arch D

RF / GS / YS

Reviewed by

UNCOMPACTED SUBGRADE

Drawing title

Landscape Sections

Landscape Details Sheet no.

Sheet no.

SCALE SCALE1 1: 10 : 10

99 L701 L701

Trench Drain SCALE 1 : 5

Top . Planting Plan The planting plan developed around key circulation strategies, existing structures and rainwater management. Native and lowmaintenance plants were chosen based on sun conditions. Planting PlantingBed Bed

SCALE SCALE1 1: 10 : 10

L701

L701 L701

CIP Concrete Paving - Type 2 - (Light Duty)

SCALE 1 : 10

L701

Middle . Landscape Details Landscape details considered the existing conditions, rainwater management, and accessibility needs to marry the exterior design with the interior design. Sod Sod

SCALE SCALE1 1: 10 : 10

L701 L701

CIP Concrete Paving - Type 1 - (Heavy Duty)

SCALE 1 : 10

L701

LM RF / GS / YS

Reviewed by

Drawing title

Bioretention BioretentionCell Cell

17-006-02

Scale at Arch D Drawn by

Drawn by

500 MacNab Street North, Hamilton, ON City Housing Hamilton Corporation

For Project no.

17-006-02

Project no.

500 MacNab

100MM HIGH PERFORMANCE BEDDING

Asphalt Asphalt- -Heavy HeavyDuty Duty SCALE SCALE1 1: 10 : 10

Bottom L701 . Landscape Section Rainwater management and low-maintenance material considerations make for a resilient and thoughtful landscape design. 66

Drainage Section 1 Paving Precast PrecastConcrete ConcreteUnit Unit Paving

L701 L701

1:10

L701 L701

L601 SCALE SCALE1 1: 10 : 10

info@eraarch.ca info@eraarch.ca| |www.eraarch.ca www.eraarch.ca T T416.963.4497 416.963.4497| |F F416.963.8761 416.963.8761

L601

625 625 Church Church Street, Street, Suite Suite 600 600 Toronto, Toronto, ON, ON, Canada, Canada, M4Y M4Y 2G1 2G1

E.R.A. E.R.A.Architects ArchitectsInc. Inc.

Project Project

500 500MacNab MacNab Address Address For For Project Project no.no.

500 500MacNab MacNabStreet StreetNorth, North,Hamilton, Hamilton,ON ON City CityHousing HousingHamilton HamiltonCorporation Corporation 17-006-02 17-006-02

Scale Scale at at Arch Arch DD

Drawn Drawn byby Reviewed Reviewed byby

LM LM RF RF/ GS / GS/ YS / YS

Drawing Drawing title title

Landscape LandscapeDetails Details Sheet Sheet no.no.

Concrete ConcretePaving PavingJoint JointDetails Details SCALE SCALE1 1: 10 : 10

44 L701 L701

Trench TrenchDrain Drain SCALE SCALE1 1: 5: 5

33 L701 L701

CIP CIPConcrete ConcretePaving Paving- -Type Type22- -(Light (LightDuty) Duty) SCALE SCALE1 1: 10 : 10

22 L701 L701

CIP CIPConcrete ConcretePaving Paving- -Type Type11- -(Heavy (HeavyDuty) Duty) SCALE SCALE1 1: 10 : 10

11 L701 L701

L701 L701

K E N S O B L E | T O W E R R E N E WA L

Above . Exterior and Landscape Representations The graphic representations communicated to the internal design team and the client team the relationship between the retrofitted tower and the proposed landscape and common areas.

LAUREN MARSHALL

GEORGE BROWN COLLEGE

P R O F E S S I O N A L | C A S A L O M A C A M P U S S T U D E N T C E N T R E R E N O VAT I O N | AC I

Commissioned by George Brown College and the Student Association of George Brown (SA) this interior renovation developed through extensive end user consultations and stakeholder reviews. The project aimed at improving the quality of student-life on the Casa Loma campus by way of creating a number of efficient, active, open, and lightfilled flexible student and food services. The design reflects programmatic function and form that suit student expectations for a supportive, social and relaxing environment.

Location George Brown College, Casa Loma Campus, Toronto, ON, 2014 Client George Brown College Student Association Design Responsibilities I was involved in the schematic design, design development, millwork drawings, site visits and contract administration. Total Construction Cost $3 million Project Size 3,000m2, one storey Software skills ArchiCAD, Adobe Photoshop, Adobe Illustrator

North Above . Implementation Plan The basement location of the renovation required that various lighting and furniture strategies were implemented to maximize a sense of openness, vibrancy and community.

GEORGE BROWN COLLEGE

Above . Interior Photographs The renovation used bold colour schemes and built-in millwork details to bring a sense of warmth and openness to the basement level student lounge.

LAUREN MARSHALL

CONESTOGA COLLEGE

P R O F E S S I O N A L | W E L C O M E C E N T R E A D D I T I O N & I N T E R I O R R E N O VAT I O N | AC I

Conestoga College commissioned ACI to create a new Welcome Centre that would foster community and leave a nurturing impression. As such, the mandate for this new Welcome Centre aligned the college’s strategic messaging and service delivery model with the flow, look and feel of a new Welcome Centre. Adjacencies were sought that would bring together prospective and existing members of the college community, with special attention to creating student service and operational efficiencies. The spaces include a large entry hall, lounge, bookable meeting rooms and a number of student service desks and offices. The project takes advantage of a unique wooded landscape that forms the backdrop for light-filled flexible spaces and reorients the campus entrance. The addition and renovation inject vibrant colours and extend an authentic message of welcome

Location Kitchener, ON, 2014 Client Conestoga College Executive Board Design process I was involved in the schematic design, millwork drawings, design development, site visits and construction administration. Total Construction Cost $2 million Project Size 2,000m2, one storey Software skills ArchiCAD, Adobe Photoshop, Adobe Illustrator

ADDITION

ROOF STRUCTURE T.B.C. -OPEN WEB STEEL JOIST -STEEL DECK -BRU

EXISTING

EXISTING STAIR BEYOND

EXISTING 2ND FLOOR OFFICE

GWB BULKHEAD

INTERIOR LIGHTING

WOOD SOFFIT EXTERIOR LIGHTING - AT UNDERSIDE OF SOFFIT

EXISTING BRICK

WOOD CLADDING

FIRST POINT OF CONTACT DESK

EXTERIOR LIGHTING - AT BASE OF BENCHES SLAB ON GRADE THERMAL BREAK

Above . Schematic Section The prominent Welcome Centre canopy extends an invitation to all Conestoga College visitors.

EXISTING ACT

NEW OPEN ACCESS COMPUTER TABLE

CONESTOGA COLLEGE

EXISTING OSAP OFFICE

EXISTING REGISTRATION DESK

REGISTRATION AREA WOMEN’S

MEN’S

ENTRANCE GROUP ROOM

HELP DESK

LOUNGE AREA

GROUP ROOM

STUDENT SERVICE STAFF WORKSTATIONS

MEETING ROOM

Top . Schematic Plan The Help Desk takes centre stage in the new Welcome Centre. Offices, meeting rooms, study, and lounge areas support the need for student services and operational efficiencies.

Bottom . Interior Photograph Carefully curated furniture selection and extensive millwork creates opportunities for social interaction and provides functional work spaces for students.

LAUREN MARSHALL

UOIT NORTH CAMPUS

P R O F E S S I O N A L | S T U D E N T I N N O VAT I O N & L E A R N I N G C E N T R E | AC I

The Student Innovation and Learning Centre (SILC) is located on a gateway site to the University of Ontario Institute of Technology (UOIT) North Oshawa campus. The building program includes an expansion of the learning commons, a new welcome centre, classrooms, and research spaces as well as study, food service, and social spaces. The building plan is based on an efficient and economical “L”-shape with a number of glass articulations to reinforce entrances and campus pedestrian circulation patterns. The ACI team produced several schematic iterations to develop the program and massing in parallel with the client needs and the targets required by the Strategic Investment Fund bodies - Infrastructure Canada, and Federal Development Canada. The project is currently under construction in a joint partnership between ACI and Montgomery Sisam Architects

Infrastructure Canada

Shared

Federal Development Canada

Above . Massing Studies Massing studies and schematic studies were developed for several UOIT North campus sites and strategies.

Location UOIT North Oshawa Campus, ON, 2014 Client UOIT Board of Directors Design process I developed several schematic designs, campus master plans and space adjacency studies for dynamic funding and programmatic needs. Estimated Construction Cost $60 million Project Size 2

11,000m

Software skills ArchiCAD, Adobe Photoshop, Adobe Illustrator

UOIT NORTH CAMPUS

FUTURE BUILDING

25 M

83 M

S IM

E.R.C

SIMCOE STREET NORTH

BUSINESS BUILDING

T ES

23 M

STUDENT CENTRE BUILDING

17 M

BUSI NESS

F OUND ERS D RIVE

22 M

63 M 25 M

FOUNDERS DRIVE

E.R.C

35 M

74 M

36 M

85 M

17 M

P OLONS KY COMM ONS

96 M SCIENCE BUILDING

SCIENCE

T EN S CE

UD ST RVI SE

Top . Exterior SILC Perspective The ACI team prioritized increasing the pedestrian realm while embracing the suburban infrastructure of the UOIT campus.

M CE EN CLE M M CIR CO

Bottom . Massing Studies Massing studies and schematic designs were developed for several UOIT North campus sites and strategies.

LAUREN MARSHALL

Above . Exterior Perspective Trent University, UOIT, and Durham College collaborated to expand the SILC massing strategies and developed a Centre for Integrated Health and Community Studies.

This facility will be aimed at preparing professionals to enter complex, diverse, and increasingly collaborative, patient-centred models of practice.

UOIT NORTH CAMPUS

LAUREN MARSHALL

DOOVER ISLAND SAUNA A C O T TA G E R ’ S B A T H I N G R E T R E A T University of Toronto Lauren Marshall Sarah Martos

Gently floating above the edge of a northern Ontario rock face, the black charred sauna facade embraces the northern views and lights of its site. The dark cladding smoothly wraps around the soft pine textured sauna room and accentuates the contrast between interior and exterior environments. This material juxtaposition between envelope and contents defines the project intent. This concept surfaced as the possibility of an exposed structure became prominent and the technical challenges proved both captivating and worthwhile. The nail laminated timber (NLT) structure is appropriate for the scale of this small project and allows for strength, durability, sustainability and energy efficiency to motivate the project. Additionally, the prefabrication process of this structure allows for a certain lightness and efficiency in the construction of the curved massing. The charred wood material technique is borrowed from the traditional Japanese method of burning the surface of timber to catalyze oxidization and thereby enhance the wood’s resistance to fire, water, weathering, and insects. The deck walkway to the sauna expresses a certain sense of procession towards the water and transforms into a plunging deck as it steps towards the raised sauna structure. The raised relationship between the sauna, the ground, and water further emphasize the sauna’s juxtaposed position on the island.

Project Graduate Academic course work; completed for Professor Shannon Hilchie of Blackwell Engineering Location Doover Island, Northern Ontario Structural strategy Nail Laminated Timber (NLT) Site strategy Prioritizes the best light and views from the island site. The project orientation provides the most privacy from neighbouring properties Environmental strategy NLT provides significant insulation for this northern Ontario cold region; the structure can be manufactured off site to minimize damage to the remote island and rural environment. Software Revit, Adobe Photoshop, Adobe Illustrator

DOOVER SAUNA

Above . Render The soft pine interior is ideal for the dry sauna heat. The panoramic window takes advantage of the view while maximizing energy efficiency.

LAUREN MARSHALL

Bowick Cottage 20m

Section 2

Seating for 4 - 6 people

Structural Wall (exterior)

Structural Wall (interior)

Structural Wall (exterior)

Section 1 Vestibule and Changing Area Sauna Stove Compartment

Structural Wall (exterior) Plunging Deck Lake Nipissing

North

Above . Floor Plan The simple design allows for two private spaces, the sauna proper and the changing area, to be seamlessly enclosed by the monolithic NLT structure.

DOOVER SAUNA

Doover Island Sauna Lavigne 5.2km

Existing Bowick Cottage

Lake Nipissing

Proposed Outhouse

North Bay 50km

Proud Island

Proposed Boathouse and Launch

Toronto 300km

North

Above . Site Plan Centred on the island rests the existing Bowick Cottage. To the north and the south the accompanying structures frame the island and are oriented for efficiency and privacy.

LAUREN MARSHALL

Above . Render As one approaches the sauna, the colour, depth, and richness of Lake Nipissing are reflected in the dark facade texture.

DOOVER SAUNA

LAUREN MARSHALL

4 6

ROOF PLAN

1:25

7% SLOPE DOWN

ROOF PLAN

1:25

Roof Plan 6

A 1

ISOMETRIC JUNCTIONISOMETRIC DETAIL JUNCTION DETAIL

FLOOR PLAN

Above . Structural Plans See opposite page for structural annotations

2X6 NLT WALL ASSEMB

OPENING IN NLT WALL FOR EXTENT OF HATC REFER TO SECTION

2 1/4” DEEP NOTCH IN ASSEMBLY, TO RECEIV PERPENDICULAR NLT ASSEMBLY. REFER TO JUNCTION DETAIL

TEPERED 2X6 LUMBER FOR NLT WALL ASSEM CURVED SECTIONS

1 5

2X6 NLT WALL ASSEMB 2X6 NLT FLOOR ASSEM

2 6

OPENING IN NLT WALL FOR EXTENT HATC STEEL PLATESOF BOLTED REFER TO SECTION UNDERSIDE OF NLT FL ASSEMBLY, REFER TO 2 1/4” DEEP NOTCH IN ASSEMBLY, TO ASSEMB RECEIV 2X6 NLT ROOF PERPENDICULAR NLT SLOPED TO DRAIN, ASSEMBLY. REFER TO REFER TO SECTION JUNCTION DETAIL

8 4 9 5

2X6 NLT WALL ASSEMB TEPERED 2X6 TO LUMBER ROOF, REFER SECT FOR NLT WALL ASSEM CURVED SECTIONS 2 1/4” DEEP NOTCH IN ASSEMBLY, TO RECEIV 2X6 FLOOR ASSEM NLTNLT ROOF ASSEMBLY

STEEL PLATES BOLTED UNDERSIDE OF NLT FL ASSEMBLY, REFER TO

2X6 NLT ROOF ASSEMB SLOPED TO DRAIN, REFER TO SECTION

2X6 NLT WALL ASSEMB ROOF, REFER TO SECT

2 1/4” DEEP NOTCH IN ASSEMBLY, TO RECEIV NLT ROOF ASSEMBLY

6 2

ANNOTATIONS

1:25

FLOOR PLAN

Floor Plan

ANNOTATIONS

DOOVER SAUNA

2x6 NLT wall assembly

opening in NLT wall assembly for extent of hatched section, refer to section

2 1/4” deep notch in NLT wall assembly, to receive perpendicular NLT wall assembly. Refer to isometric junction detail

tempered 2x6 lumber used for NLT wall assemble at curved sections

2x6 NLT floor assembly

steel plates bolted to underside of NLT floor assembly, refer to section

2x6 NLT roof assembly, sloped to drain, refer to section

2x6 NLT wall assembly below roof, refer to section

2 1/4” deep notch in NLT wall assembly, to receive sloped NLT assembly

ISOMETRIC JUNCTION DETAIL

Annotations

Roof

Vestibule and Changing Area

2900

2600

2X6 NLT WALL ASSEMBLY

OPENING IN NLT WALL ASSEMBLY FOR EXTENT OF HATCHED SECTION, REFER TO SECTION

2 1/4” DEEP NOTCH IN NLT WALL ASSEMBLY, TO RECEIVE PERPENDICULAR NLT WALL ASSEMBLY. REFER TO ISOMETRIC JUNCTION DETAIL

TEPERED 2X6 LUMBER USED FOR NLT WALL ASSEMBLY AT CURVED SECTIONS

2X6 NLT FLOOR ASSEMBLY

STEEL PLATES BOLTED TO 4080 UNDERSIDE OF NLT FLOOR ASSEMBLY, REFER TO SECTION

819

Floor

Structural Wall (exterior)

3990

2440

6 2

Structural 5 Wall (exterior)

ANNOTATIONS

Isometric Junction Detail

A 1

East Elevation

2X6 NLT ROOF ASSEMBLY, 3440

east

SLOPED TO DRAIN, REFER TO SECTION

2X6 NLT WALL ASSEMBLY BELOW ROOF, REFER TO SECTION

2 1/4” DEEP NOTCH IN NLT WALL ASSEMBLY, TO RECEIVE SLOPED NLT ROOF ASSEMBLY

north

Deck

320

1870 1650

Section 1 Above . Annotations, Section, Elevations The simple and prefabricated structural strategy is illustrated through the isometric junction detail.

West Elevation

west

south

LAUREN MARSHALL

WORK(SPACE) IN PROGRESS O N W R I G H T ’ S C O N T R I B U T I O N S T O T H E W O R K S PA C E Howarth Wright Fellowship 2017-2018 University of Toronto Lauren Marshall

Work(space) In Progress, an exhibition, public presentation, and publication, documents research on the intersections of Frank Lloyd Wright’s workspace designs and conceptualizations of gender. This investigation highlights the work of Nancy Willey, an influential client who shaped the open concept kitchen in Wright’s designs. In the early 20th century Frank Lloyd Wright participated in the movement to liberate the housewife from the confines of cooking duties by merging the kitchen with the living and dining room. This new domestic model did not appear independently with Wright’s designs, but it progressed from earlier kitchen adjacency models, European architectural trends and demands from both feminist and non-feminist women’s organizations. The female client who occupied the workspace was often the catalyst for changes to Wright’s domestic architecture and yet, he stifled progressive attitudes of domesticity by maintaining that her designated spaces were dominated by the male gaze. Wright’s open concept kitchen, or the ‘workspace’ as he labelled it, was canonized in his Usonian home designs and catalyzed by the style-mediating project, The Willey House. Investigation into the spatial adjacencies, context, and scale of domestic architecture before and after Wright merged the workspace with social spaces is one way to understand the possibility of an alternate future within the contemporary open concept workspace.

Primary Research I visited more than 35 of Frank Lloyd Wright’s buildings across Japan and the United States. In numerous instances I interviewed the occupants of the residences; in one remarkable visit to the Reisley House I was able to meet with Roland Reisley, a Wright client himself. Archival Research: Avery Architectural and Fine Arts Library, Columbia University, New York City; Steve Sikora, Minneapolis Minnesota; Lynnette Widder, Columbia University, New York City. Curatorial strategy Inspired by The Willey House open concept kitchen, the shelf display system supports the exhibition images and objects. Location & Site strategy The exhibition is centred in the primary student corridor at 1 Spadina Crescent, The Faculty of Architecture, Landscape, and Design, University of Toronto. This location was strategically located to envelop students in the history of work as they travel through to and from their open concept work/studio space. Material strategy The plywood material provided sturdy construction, a memory of Wright’s material palette and harmonized with the plethora of plywood present at the architecture school. The angles of the exhibition mimicked the geometry of the site corridor. Professional Development Frank Lloyd Wright’s Graphic Design with Ellen Lupton at the Museum of Modern Art, New York City: a brief design course aimed at understanding Wright’s graphic design techniques, patterns and colours. Smart Craft Studio, Hida, Japan: a design build studio focused on combining new technologies with traditional craftsmanship in order to investigate a new aesthetic functionalism.

W O R K ( S PA C E ) I N P R O G R E S S

LAUREN MARSHALL

Top . Photograph An exhibition detail illustrating the various elements of archival material and representational objects that I used to curate the exhibition.

Bottom . Photograph An exhibition detail illustrating the Nakoma sculptures present in each of Wright’s residences and the Johnson Wax Building. These sculptures depict the female form as subservient

to Wright’s architecture and as a reductive form of fertility and domestic labour.

W O R K ( S PA C E ) I N P R O G R E S S

6 2

3 8

1 2 3 4 5 6 7 8 9

5 7

Carport Workspace Living Room Entry Rug Gallery Bedroom Study Bath

‘WORKSPACE’, House for Mr. & Mrs. Malcolm Willey, Scheme 2, 1934 Minneapolis, Minnesota; Plan (representation) The Frank Lloyd Wright Foundation Archives (The Museum of Modern Art | Avery Architectural & Fine Arts Library, Columbia University, New York)

Nakoma (1923, Madison Wisconsin) As featured in various Frank Lloyd Wright designed homes and gardens. The generic details illustrate Wright’s ideals of ‘Indianness’ and feminine forms.

Sprite I (1913, Chicago, Illinois)

Top . Drawing, The Willey House Plan Wright labels the Willey House kitchen ‘Workspace’ and in doing so he redefines the spatial relationships between domestic labour, work habits and gender.

Centre . Archival Drawing, The Willey House The Willey House marks the first open-concept kitchen for a middle-income family in North America. Wright’s design is catalyzed by the influential client, Nancy Willey.

Bottom . Drawing, Nakoma sculptures An exploration of the Nakoma sculptures in their reductive forms.

LAUREN MARSHALL

KITCHENS IN THE PARK A ‘ T O W E R I N T H E PA R K ’ R E D U X University of Toronto Lauren Marshall

Kitchens in the Park challenges the Greater Toronto Area downtown guidelines in an urban and architectural form that connects tower sites across deep parcels. This progressive urban model redefines space adjacent to a prospective pedestrianized street to offer an alternative solution to typical street walls. Hurontario Street in Mississauga is preparing for the construction of a new LRT which will transform the neighbourhood in population density, built form and street life activity. Two pressing challenges Hurontario Street will encounter include the accommodation of post-war tower residences and connecting the existing neighbourhood amenities, such as park networks, employment zones and residents to the forthcoming Hurontario Street activity. Kitchens in the Park embraces the existing tower residences by creating a series of pedestrian streets that link the tower structures through program and built-form. These paths extend from the residential towers to the adjacent ravine networks and community amenities beyond. I tested this urban strategy at the north-east boundary of Hurontario Street and Burnhamthorpe Road at a site of 16 tower residences cater-cornered to Square One mall. This urban strategy is prepared to be deployed at several nodes along the north-south axis of Hurontario Street. The new street-wall is offset from Hurontario Street with a heavily treed buffer in an effort to celebrate the existing ‘tower in the park’ phenomenon and to offer a new urban strategy that recognizes the importance of existing suburban built forms.

Project Graduate thesis research completed under the direction of Professor Michael Piper. Recognition ERA Toronto the Good, Exhibition Location Hurontario and Burnhamthorpe intersection, Mississauga, Ontario Structural strategy Concrete and steel Site strategy Project hugs the boundaries of residential tower property lines in order to add meaningful program to an already dense neighbourhood. The project pathways delineate an intimate front yard schema and a sprawling backyard. Preservation strategy The ground floors of the existing tower structures are renovated to accommodate commercial activity as recommended by the Tower Renewal Partnership. New Kitchens in the Park mid-rise mixed-use residential buildings continue this retail activity along the north-south axis parallel to Hurontario Street. Architecture Strategy To retrofit and maintain the existing concrete towers and connect them to the proposed low to mid-rise housing blocks. Urban Strategy Redefine the relationship between largescale residential towers and forthcoming pedestrian activity along Hurontario Street. Suburban built forms are celebrated to ensure that typical street wall forms do not define the future of suburbia as a heterogeneous copy of urban mixed-use corridors.

K I T C H E N S I N T H E PA R K

Above . Interior Library Perspective Community programs take the form of playgrounds, town squares, community kitchens and flexible gathering spaces where east-west paths intersect with existing tower entrances.

LAUREN MARSHALL

403

S q u a re O n e M a l l

Exi sti ng Towers B u r n h a m t h o r p e R o ad

Kitchens in the Park Central Parkway

New Resi denti al Forms G O Tr a i n

D u n d a s S t re e t

N ew Resi denti al & C ommerci al Forms

Queensway

Q u e e n E l i z a b e t h Way N ew Pathways Left . Contextual Site Plan The east west pathways (as indicated by the dotted lines) connect communities adjacent to Hurontario Street across deep, inaccessible lots.

Right . Design Process Diagrams Kitchens in the Park grows between the property lines of the existing residential towers and their infrastructure.

K I T C H E N S I N T H E PA R K

2 - L ow Rise Resident ial Or Com m unit y Hub Built On Ex ist ing Par king Gar ages

3 - Re s i de nt i a l And Com m e rc i a l M a s s e s a re Bui l t Adj a c e nt To Ne w P a t hwa y s

Kitchens in the Park Existin g Site BURNHAMTHORPE

4 - P a t hwa y s Conne c t F rom Huront a r i o To Ra v i ne And O ppor t uni t y Z one s Be y ond

Kens i ngton Market, by contras t

DRIVE

MAJOR STREET

1 - N ew C ommercial St reet Wal l A d j acen t To Huront ar io

COLLEGE STREET

250M AUGSUTA STREET

LIPPINCOTT STREET

KANEFF CRESCENT

450M

100M BELLEVUE AVENUE

150M

150M OXFORD STREET

100M

NASSAU STREET

100M

DUNDAS STREET

DENISON STREET

250M

KENSINGTON AVENUE

ST.ANDREW STREET WALES AVENUE

ELM DRIVE

SPADINA AVENUE

LEONARD STREET

BATHURST STREET

HURONTARIO STREET

100M BALDWIN STREET

175M

250M

CENTRAL PAR

KWAY

Populat ion ~10,000

Top . Strategic Massing Added massing is placed strategically along the Kitchens in the Park pedestrian corridors. Massing corresponds to the adjacent existing built structure and the vastly unused landscape.

1:5000

Bottom Left . Comparative Neighbourhoods The population density of Kitchens in the Park relative to its property size illustrates the need for greater commercial and community interaction opportunities. A street grid of

P opul a t i on ~3,000

1:5000

~100m, similar to that of Kensington Market, suggests the ideal distances between new Kitchens in the Park pathways.

LAUREN MARSHALL

Above . Pathway Perspective Kitchens in the Park creates intimate front yards and opportunity for life to breathe into the human scaled attributes of the neighbourhood.

K I T C H E N S I N T H E PA R K

Above . Site Plan The street wall massing is offset from Hurontario in an effort to find an alternative massing strategy that suits the ‘tower in the park’ phenomenon.

LAUREN MARSHALL

Top . Conceptual Section The juxtaposed front and back yard typologies are reminiscent of the single-family home juxtaposition of private and public spaces.

Bottom . Photographs of Existing Towers The existing towers celebrate their distance from chaos and street life. Parks and landscapes are preserved and maintained in order to market the ‘tower in the park’ lifestyle.

K I T C H E N S I N T H E PA R K

LAUREN MARSHALL

Top . Exterior Perspective The connection between the old and new buildings requires sensitive retrofit and renovation strategies to the existing concrete structures.

Bottom . Exterior Perspective The suburban street wall is buffered from Hurontario Street activity by a dense row of trees.

K I T C H E N S I N T H E PA R K

LAUREN MARSHALL

SUBURBAN COUNTER CULTURE A DOMESTIC DISRUPTION University of Toronto Lauren Marshall

Suburban Counter Culture considers the implications of progressive trends in domestic habits through the design of a residential settlement, community amenities, and an urban strategy. Located in Cooksville Mississauga adjacent to a forthcoming mobility hub, this project provides a new residential form that bridges the gap between tower residences and the low-rise sprawling forms of suburbia. This project gives emphasis to ground floor activity which provides the neighbourhood with community kitchens within a domestic setting. Suburban Counter Culture shifts domesticity to the public realm as a strategy to re-imagine the suburban narrative as a prescient built environment for shared living practices. The unassuming architectural forms knit into a small site that complete a pedestrian corridor between residential neighbourhoods and the Cooksville GO transit hub. Each residence centres around a semi-public rentable kitchen and a shared private kitchen accessible to the residents of the site. Each unit is autonomous with minimal individual kitchen-specific space, making the ground floor the focus of domestic labour. Domestic labour and affective labour are activities that have become normalized and as a consequence taken for granted. There is an urgency to address spatial and social domestic practices in order to prioritize domestic labour as a valued vocation to continue human existence. Suburban Counter Culture challenges the typical private space of domestic labour and establishes the suburban narrative as a landscape for contemporary living practices. Opposite . Perspective The revealed first floor plan illustrates two variations on the semi-public/private dining rooms and kitchens.

Project Graduate thesis project completed under the direction of Professor Michael Piper Recognition Irving Grossman Thesis Prize University of Toronto, 2018 Canadian Architect Thesis Project Award Shortlisted, 2018 Location Cooksville Community, Hurontario and Dundas Street, Mississauga, Ontario Urban strategy The implementation of a new LRT on Hurontario Street will connect the suburb to greater transit networks and create a transformed transit node, the Cooksville GO station. In contrast to the auto-centric Hurontario Street, this new pedestrian prioritized network runs parallel to Hurontario Street and operates at a human scale. The pedestrian network connects residential neighbourhoods lacking pedestrian friendly options for access to community amenities and the Cooksville GO station. Site strategy The series of mid-rise buildings offer a porous landscape for pedestrian access along the north-west axis of the site. Architectural strategy This residential project operates on variations of the ground floor design. Ad hoc use and function is encouraged to allow for programmatic supply to shift based on the community needs. Rental units are designed to provide for flexible programming and varied numbers of occupants dependent on the household trends. Software ArcGIS, Adobe Illustrator, Adobe Photoshop, Rhino, V-Ray

S U B U R B A N C O U N T E R C U LT U R E

LAUREN MARSHALL

403

Square One Mall

Burnhamthorpe Road

Central Parkway

Go Train

Suburban Counter Culture Dundas Street

Suburban Counter Culture path

Queensway

Queen Elizabeth Way Left . Context Site Plan The proposed site is located in the southwestern portion of Cooksville. The dotted lines indicate proposed pathways that allow for greater pedestrian access parallel and adjacent to the

Hurontario corridor. The western pedestrian pathway connects each of the east-west streets, the project site, and the forthcoming Cooksville GO transit hub.

Right . Perspective looking North The pathway connecting the Suburban Counter Culture residential block to the Cooksville GO station is illustrated in red.

TO CITY CENTRE

S U B U R B A N C O U N T E R C U LT U R E

DALE NEX T STAT ION ERIN

NEX

CP RAILWAY COOKSVILLE GO STATION

N D IX

JOH N STRE ET

SGT DAVID YAKICHUK PARK

JOHN C. PRICE PARK

KIRWIN AVE

WY AT ION PK

KIRWIN STREET

NUE HILL CRE ST AVE HURONTARIO STREET

CO NF ED ER

COOKSVILLE GO STATION

T ST A T IO

AGN ES STR EET

EET DUN DAS STR EET DUN DAS STR

CAM

SH EP AR

IL L A RD

D AV E

TO PORT CREDIT

KIN G STR EET

Suburban Counter Culture path

Above . Community Plan The Suburban Counter Culture site is inserted into the Cooksville Community Official plan.

LAUREN MARSHALL

Lake Simcoe

Lake Ontario Hurontario LRT

Lake Eerie

Top . Urban Growth Centres (UGCs) The Hurontario LRT connects the Mississauga City Centre to an adjacent UGC. Ontario has identified several UGCs which, over time, will transform the urban/suburban/rural landscapes.

Bottom . Site Section The community amenities and shared kitchens are highlighted on the ground floor.

S U B U R B A N C O U N T E R C U LT U R E

Above . Contextual Site Axo Suburban Counter Culture occupies a strip of high-density residential development surrounded by one-storey commercial strip malls and single family homes. The juxtaposition

between high-rise and low-rise development is accentuated by the sprawling landscapes and parking lots. The new LRT (pictured) along Hurontario will make the Cooksville GO station a major transit node. The resultant urban

growth requires progressive planning with a focus on a public realm that foreshadows social trends.

LAUREN MARSHALL

Above . Interior Perspective The apartment units are designed as a system of rooms without specific functions; each apartment can adapt to the needs of its users.

S U B U R B A N C O U N T E R C U LT U R E

Typical Second Floor Plan

Typical Ground Floor Plan

Top . Second Floor Plan A kitchenette is placed in the central area of the apartment. The kitchenette is offset from the gridded plan to highlight its significance to the overall apartment scheme.

Bottom . Ground Floor Plan The building structure is supported by the concrete core and steel beams on a simple 3m x 3m grid. The glazed facade allows for activity to pass between the interior and exterior spaces.

LAUREN MARSHALL

Left . Design Process Diagrams A 3m x 3m grid was established at the outset of the design process. Suburban Counter Culture’s massing strategy prioritized access to light and porosity to increase pedestrian access.

Right . Ground Floor Plan The apartment units are configured as a series of repeated structures with slight variations. The ground floor is prioritized as the site of eating, dining, and publicized domestic labour.

S U B U R B A N C O U N T E R C U LT U R E

Above . Interior Library Perspective The public kitchens are an extension of the Mississauga Public Library. These kitchens are aligned with the Cooksville Official Plan as well as shifting trends in eating and cooking habits.

LAUREN MARSHALL

VIVARIUM

AN EXHIBITION OF LIFE University of Toronto Genevieve Simms Lauren Marshall

Vivarium is a result of ‘The Comprehensive Studio’ semester which demanded that I centre four distinct courses, Building Science, Structures, Environmental Systems and Design Studio, around one design solution. With a given program of a Toronto Transit (TTC) Museum, this studio challenged me to resolve many facets of one architectural scheme while determining a clear landscape, urban and architectural strategy across an urban site. Vivarium presents the TTC user and the active transportation network as the curatorial interest of this museum. The soaring atria provide an above-ground expression of underground activity through the exposition of TTC activity traditionally hidden from street life. Here, the intimate relationship between the above and below ground environments illustrates the interconnectedness of the city and emphasizes that the people of Toronto are the fundamental building blocks of the city. Vivarium is composed of two main building parts: the bar-building which contains community space at a residential scale and the atria space which contains the exhibition space at an urban scale. The excavated volume conceptually links together the three datums of the transportation system: the street, the subway, and the forthcoming LRT. From the main exhibition space all three of these elements are visually linked and they create the sectionally-captivating experience that is at the core of the Vivarium architectural strategy.

Project Graduate coursework completed under the direction of Professor Pine Petricone Location Ben Nobleman Park, Allen Road and Eglinton Street Intersection, Toronto, ON Structural strategy Hollow-core concrete and steel tensile structures are the driving forces of this project. Prefabricated concrete architectural wall systems and an engineered curtain wall act as the two primary facade systems. Curatorial strategy This museum showcases the activity of people and motive transit as the primary objects of exhibition. Displays of transportation history and projected transportation trends envelop the tertiary exhibition spaces. The dramatic heights and depths of each space transform this TTC station into a living museum. Site strategy The bar-building and finger-like atria preserve and frame the existing Ben Nobleman park. The atria are grand and physically in line with oncoming traffic of Allen Road. The bar building is low and residentially scaled to its adjacent singlefamily neighbourhood. Environmental strategy The south facing louvred facade and narrow building proportions enhance the passive heating and cooling strategies. Software Revit, Adobe Illustrator, Adobe Photoshop, Rhino Physical Models laser cut, CNC machine, hand modelling

V I VA R I U M

Above . Exploded perspective The structure, circulation and exterior facade elements are isolated from one another to illustrate the relationship between the comprehensive building components.

LAUREN MARSHALL

Above . Site Plan The building frames Ben Nobleman Park along the east-west axis, while the atria are in dialogue with the existing Eglinton West Station along the north-south axis.

V I VA R I U M

14 0m

20m 10m

First Floor Plan

14 Ground Floor Plan

14 Below Grade Plan -1

1 2 3 4 5 6 7

West Atrium East Atrium Cafe Restaurant Auditorium Small Exhibition Bookstore

Top . First Floor Plan The narrow bar-building contains the community space programming, while the atria offer light, dynamic views, and connection to street life from all perspectives.

8 9 10 11 12 13 14

Mechanical Kitchen Lobby TTC Station Connection Bookstore Library Community Space

Centre . Ground Floor Plan The building is integrated with landscaped contours that provide access to Vivarium on several levels.

Bottom . Below Grade Plan -1 The bar-building is embedded into the landscape, while the atria spaces plummet four levels below grade in order to connect with various underground transit networks.

LAUREN MARSHALL

Above . North Elevation Oblique An illuminated render of Vivarium’s relationship to the landscape, residential scale, and urban scale at Eglinton West Station.

V I VA R I U M

LAUREN MARSHALL

Above . South Elevation Oblique An illustration of Vivarium’s relationship to the existing and new park spaces, the residential scale, and Eglinton West Station.

V I VA R I U M

LAUREN MARSHALL

Above . Sectional Perspective The section illustrates the contrast between the atria and bar-building. The below grade exhibition space is dramatic and light filled while the bar-building is intimate and modest.

V I VA R I U M

Above . Sectional Perspective The exhibition space below the atrium is showcased through its scale and connection to life above and below grade.

LAUREN MARSHALL

Top Section through exhibition spaces.

Middle Cross section through exhibition spaces and bar-building.

Bottom North west view of physical model in context.

V I VA R I U M

Above Photograph of physical parti model which illustrates the layers of subterranean activity at the Eglinton and Allen Road intersection.

LAUREN MARSHALL

Above . Technical Details Section through glazed facade, sequential details and section through atrium connection to bar-building.

V I VA R I U M

A 140

EXTERIOR

5 13

APARTMENT 110

298

13 19 2 19

100.00 top of floor sheathing

4 22

261

H1 435

356 152

6 5 4 22

23 16

138 48

FN2 7

127

13 10

473

5% slope 99.37

140

top of finished grade 12 105

APARTMENT B10

25 200

305

FN1

467

100

11 address:

haus auf dem berg 2000 Somerset Street Ottawa Ontario

drawn by:

Shane Dalke

drawing title:

section detail at typical exterior wall at ground floor and foundation wall scale:

date:

October 26 2012 Peteris Lazovskis

1:5

Lauren Marshall

drawing number:

A1 1 of 3

Above . Technical Detail Section through atrium connection to ground; Sobotec, Ltd. Architectural Wall System facade, floor, ground and foundation.