Portfolio

Liam James Krusky

Hello!

This is me. This whole portfolio is also me. I hope you enjoy discovering what I can offer your team.

REFERENCES

David Flett, OAA

Operations Manager/Architect

HDR Architecture Associates Inc.

P: +1 (519) 777-9671

E: David.Flett@hdrinc.com

David runs the operations at the HDR London Studio, where I worked under him through all of my co-op terms and for 2 years full-time.

Molly Chan, AIBC, AAA, LEED AP

Principal

NSDA Architects

P: +1 (604) 669-1926

E: mchan@nsda.bc.ca

I worked with Molly on a handful of her projects, completing construction drawing packages, visiting site, and managing CA tasks.

I hope you take the time to reach out to any - or all - of my previous teammates!

If it happens you would like more references, please reach out and ask.

Rachael Patel, MSc (Oxf), MN, RN, PMP Associate Vice President/Senior PM HDR Architecture Associates Inc.

P: +1 (647) 777-4921

E: Rachael.Patel@hdrinc.com

I worked under Rachael for my final year at HDR, leading the CD development team on a large healthcare project in Eastern Canada.

Wanda Felt, AIBC, LEED AP

Associate

NSDA Architects

P: +1 (604) 669-1926

E: wfelt@nsda.bc.ca

I was lucky enough to work closely with Wanda during my time at NSDA, pushing an affordable housing BP set across the finish line.

01 02 03 04 05 06 07 08 09

ACADEMIC

FALSE CREEK DUGOUT

ACADEMIC

CROSSWALL MODULE

ACADEMIC

THREE ITERATIONS

ACADEMIC

WARNER CROSSING

ACADEMIC

WINDERMERE HAVEN

ACADEMIC

TIERED FRONT PORCH

PROFESSIONAL

TECHNICAL WORK

ACADEMIC & PROFESSIONAL

HOBBY

PROJECTS

PERSONAL

GRANDVIEW CONFLUX

GRANDVIEW CONFLUX 01

Project Type: Academic

Completion: 2024

Description:

This pavilion in Grandview Park, Vancouver, seamlessly integrates three distinct program areas within the park setting, fostering a flexible and inclusive gathering and performance space. It is situated at the junction of three main circulation paths that carve the site up into three distinct uses: children’s play, community interaction, and event hosting. The design acknowledges these each areas and caters to their unique needs on the site. Drawing inspiration from previous projects focused on inclusive design and permeability, the pavilion features a woven architectural form that offers shelter, rest, and play through outreaching elements like talk tubes and outdoor heaters catered to each of the the three programs.

Internally, the pavilion’s barrier-free access and flat performance space promote accessibility and versatility, allowing for varied activities such as performances, relaxation, or everyday actions. The design blurs the boundaries between performer and observer — even in placement of the required accessible washroom — inviting interaction and engagement from all park users. Ultimately, the pavilion aims to transcend the physical and social barriers of the site, encouraging organic community interaction and weaving together diverse user groups in a shared space of communal expression and connection.

A A B B 2

The weaved structure allows for a diverse range of openings and moments where the pavilion can interact with users in unique ways. This diversity means the area not only accomodates, but even encourages, community members to interact and perform with each other. With a loose definition of performance, the pavilion can host acts of theatre, dance, assembly, education, daily functions, or emptiness.

0 1 2 4m

SECTION A SECTION B

SCALE MODEL

Scale: 1:50

Materials: Millboard Cardstock

Grassmat

Baby’s Breath

FALSE CREEK DUGOUT 02

Project Type: Academic

Description:

Completion:

False Creek in Vancouver was not always a polluted ocean vast floodplain used by the local Musqueam, Squamish, and decimated and the only green remaining are small microforests area, expanding the reach of the forest and educating on

Tufted Hair Grass red columbine

ocean inlet. Long before colonizers moved west, much of the area surrounding the water was a and Tsleil-Waututh Nations for trap fishing and foraging. Now, the fish populations have been microforests of tough native species. This intervention along the Seaside Greenway reclaims the the history of the site by revealing the traditional stone tidal fishing traps below the backfill.

Douglas fir

Tufted Grass suspended rope platform

Big Leaf maple western sword fern common camas

columbine N

Nootka rose

The mature microforest adjacent to the site was originally stopped abruptly at the edge of the Seaside Greenway. As can be seen below, the forest is quite diverse for its size, hosting many different plants and animals along its decent down to the water. The dugout is placed opposite the forest with species that compliment the existing ecosystem, finally allowing the forest to jump the Greenway. As the area develops in the future, the forest can be pushed further north into the endless sea of parking lots.

Unfortunately the fish have not been as adaptable as the land species. The polluted waters of False Creek no longer support the vast quantities of fish they once did, but they can return. The walls are lined with fossils of the species that once filled the Creek, such as the one I mocked up to the left. Above, children play in a net suspended from 3 large fir trees, symbolizing hope for the future. The dugout is a place where people can sit and remember the real history of the site; The way it existing of the majority of human time. It teaches about how this creek used to be a rich source of life and food. It teaches some of the fishing techniques historically used by the MST Nations. And hopefully, it instills a desire for locals to take care of False Creek, so these fish will one day return.

CROSSWALL MODULE 03

Project Type: Academic (Group)

Completion: 2024

Description:

This project focused on creating a versatile modular wall system inspired by our exploration of wood as a material. We aimed to develop individual wooden pieces that interlock in any configuration, providing flexibility and customization. Utilizing traditional woodworking methods, we experimented with various joints, ultimately choosing the castle joint for its strength, beauty, and complexity.

The final design features X-shaped modules made from pressure-treated wood, each assembled from three blocks using friction-fit castle joints. The modules interlock to form a stable structure with an interior cavity for sound insulation, thermal insulation, or conduit placement.

The fabrication process involved cutting the joints using a a bandsaw and table saw, before moving into customization. This streamlined process ensured that the pieces could be theoretically mass-produced economically. Customization options we explored include staining, carving, perforating, texturing, and adding shelving, allowing each module to be tailored to specific aesthetic and functional needs.

The CrossWall module is a harmonious blend of traditional craftsmanship and modern modular design.

THREE ITERATIONS 04

Project Type: Academic

Completion: 2022

Description:

As the housing crisis continues to grow in Vancouver, the practicality of laneway housing promises an unimposing solution in existing low-density neighbourhoods. I developed three proposals for the site at Arthur Erickson’s deteriorating West Point Grey home, based on the following goals:

• Utilize glass and concrete strategically to reap the benefits of both solar gain and passive climate-control.

• Accomodate lifestyle flexibility.

• Appease my theoretical roomate’s desire for: a private bedroom, seclusion from neighbours, and their ferrets being treated as equal roommates.

Iteration 1: “Picture Frame”

Iteration 2: “Panorama”

Iteration 3: “Angles”

FLOOR SCALE: 1:75 LOFT SCALE: 1:75 N MAIN FLOOR SCALE: 1:75 N LOFT SCALE: 1:75 N MAIN FLOOR SCALE: 1:75 N LOFT SCALE: 1:75 N MAIN FLOOR SCALE: 1:75 LOFT SCALE: 1:75 N

MAIN FLOOR SCALE: 1:75 N LOFT SCALE: 1:75 N MAIN FLOOR SCALE: 1:75 N LOFT SCALE: 1:75 N MAIN FLOOR SCALE: 1:75 N LOFT SCALE: 1:75 N MAIN FLOOR SCALE: 1:75 N LOFT SCALE: 1:75 N

MAIN FLOOR SCALE: 1:75 N LOFT SCALE: 1:75 N LONGITUDINAL SCALE: MAIN FLOOR SCALE: 1:75 N LOFT SCALE: 1:75 N LONGITUDINAL SECTION SCALE: 1:75 LOFT SCALE: 1:75 LONGITUDINAL SECTION SCALE: 1:75 PREFERRED 12

THERMAL MASS THROUGH NIGHTTIME

DESIGN FACTORS

CONSIDERED

In selection of Iteration 2 as preferred design

MOMENTS OF COMPRESSION & EXPANSION

VIEWS OF THE GARDEN

BALANCE OF SECLUSION & TOGETHERNESS

Main Entry Secondary Entry Internal Circulation Common Space Semi-Private Space Private Space SOLAR GAIN DURING DAYTIME

EFFICIENT CIRCULATION

COURTENAY STREET SITE PLAN SCALE: 1:100 N SMALL POND LARGE POND BRICK TERRACE CEDAR TERRACE MOUND PROPOSED 74 SQ.M. LANEWAY HOUSE EXISTING HERITAGE SITE 13

Scale: 1:75

Materials: Concrete

Basswood

Balsa Wood

Chip Board

Foam Core

Cardstock

SCALE MODEL

WARNER CROSSING 05

Project Type: Academic

Completion: 2021

Description:

Warner Crossing is a proposed 6-storey, 40-unit mixeduse residential tower in London, Ontario.

The surrounding neighbourhood has experienced decades of desertion and neglect, with little legislative help until recently. To tackle the ongoing problems with social equity and the ‘missing middle’ my design prioritizes inclusivity, affordability, and community. The tower features indoor and outdoor community spaces, a fitness facility, and theatre - all of which are accessible.

AXONOMETRIC BUILDING SECTION & WALL SECTION

Green

PV Solar on southern walls Air-tight

exterior envelope

Character and Context:

The tower will be the first of its kind in the area, standing tall above the newly rezoned surrounding subburbs. The podium of the building salvages an existing abandoned storage facility, utilizing existing openings to save cost and reduce waste. The upper levels of the tower play off of the existing facility in shape, colour, and rhythm. The massing and setbacks are arranged to minimize interference of sightlines and sunlight on the surrounding properties.

The building will act as a recognizable landmark in the neighbourhood with its distinctively framed facade, which has also been featured prominently in the project’s marketing logo:

1 A21 1 A21 SUITE B SUITE A SUITE A SUITE A SUITE B SUITE B SUITE A SUITE A SUITE A SUITE B GARBAGE ROOM GARB. CHUTE 2017 WARNER DRIVE, LONDON, ONTARIO ARCH A10 TYPICAL RESIDENTIAL FLOOR PLAN (L300-L500) N GYM YOGA ROOM SHWR RM SHWR RM SWIM SPA ACTIVITY ROOM GARBAGE RM HVAC WATER SPR. ROOM THEATRE 1 A21 1 A21 COLOUR LEGEND CIRCULATION LEASABLE PRIVATE PRIVATE SHARED LOWER TERRACE SUITE UD SUITE UD SUITE UD SUITE UD GARB. CHUTE Date: Course Code: 2017 WARNER DRIVE, LONDON, ONTARIO ARCH A9 L200 -AMENITY AND MECHANICAL PLAN N Scale: TAVERN OFFICE STORE RESTAURANT 1 A21 1 A21 WASHROOMS 8 PUBLIC W/C PER SEX + 2 STAFF W/C PER SEX WASHROOMS 2 W/C PER SEX WASHROOMS 4 W/C PER SEX WASHROOMS 9 PUBLIC W/C PER SEX + 2 STAFF W/C PER SEX STORAGE UTR VEST MECH/ELEC ROOM REFUSE ROOM MAIL VEST LOBBY STAIR STAIR RECEP. COLOUR LEGEND CIRCULATION LEASABLE PRIVATE PRIVATE SHARED GARB. CHUTE Date: Course Code: 2017 WARNER DRIVE, LONDON, ONTARIO 2021.02.19 ARCH-5010-21W A8 L100 -GROUND FLOOR PLAN N Scale: 1:250 Level 3-5: Typical Residential Floor Level 2: Accessible Suites & Amenities Level 1: Mixed-Use 17

The cozy, modern residential lobby sets the tone for high-quality design throughout.

Suite Layouts:

In total, the project called for 4 suite types, including loft-style penthouse suites and barrier-free variants.

LONDON,

Shown on the left is the Typical Suite ‘A’ layout, suitable for a small family or roomate situation. The suite provides clear private spaces, while remaining flexible in its open-concept shared spaces. In addition to the public terraces provided on L200 & L700, each suite has also been outfitted with a generous outdoor patio to encourage connection with the exterior.

14 m² 2ND BEDROOM 17 m² MASTER BEDROOM 5 m² WIC 7 m² ENSUITE 7 m² LAUNDRY/ STORAGE 6 m² BATHROOM 1 m² CL 2 m² MECH 11 m² DINING AREA 21 m² LIVING AREA 7 m² ENTRY 14 m² KITCHEN 14 m² BALCONY

2017 WARNER DRIVE,

TYPICAL SUITE

WINDERMERE HAVEN 06

Project Type: Academic

Completion: 2019

Description:

Acting as my first dive into residential design, Windermere Haven was a challenging and fun proposal for me. The program was simple yet demanding: Squeeze five residential units on to a previously single-family property, taking into consideration local demographics for family size and budget.

Rhythm, materiality, and scale were important considerations in my design of the elevation, to fuse with the existing neighbourhood’s historic aesthetic.

The development fits snugly between the setbacks, but maximizes on yard space and privacy.

the

Main Floor

Upper Floor

The challenging floor plans: Due to the tight site, squeezing the proper amount of units, bedrooms, shared space, and flexible areas was critical to my success in this project, but was also one of my biggest struggles.

Through hours of consultation with the client and block planning, I turned out a well-flowing and costefficient series of units. Each features an expansive kitchen, generous living space, and private outdoor spaces.

2-Storey Unit

1-Storey Unit

Some (definitely not all) of the CD Set:

SECOND FLOOR FLOOR TRUSS 10' 8' 7 7 8 MAX. TYP. 6" MIN 8'-9" CONSTRUCTION SHINGLES SHIELD EXTENDING 50" MIN. FROM EAVE PLYWOOD SHEATHING AT 24" O.C. BY OTHERS INSULATION STOP FASCIA FLASHING ALUMINUM PERFORATED SOFFIT TYP. CEILING CONSTRUCTION 1 2 GYPSUM WALL BOARD. REFER TO ROOM FINISH SCHEDULE. 6 MIL POLY VAPOUR BARRIER ENGINEERED ROOF TRUSSES AT 24" O.C. MAX R60 BLOWN-IN INSULATION VINYL CLAD TRIM CAULKING TRIM CAULKING TRIM CAULKING TRIM CAULKING FLASHING FLASHING WOOD TRIM. REFER TO ROOM FINISH SCHEDULE. WOOD TRIM. REFER TO ROOM FINISH SCHEDULE. 2-2X8 WOOD LINTEL C/W 2- RIGID INSULATION 2-2x10 WOOD LINTEL C/W 2-2 RIGID INSULATION TYP. 2ND FLOOR CONSTRUCTION FLOOR FINISH AND BASE. REFER TO ROOM FINISH SCHEDULE. T&G PLYWOOD SHEATHING SCREWED GLUED TO T/O FLOOR JOISTS 2X10 FLOOR JOISTS AT 16" O.C. MAX C/W CROSS-BRIDGING 1 2 GYPSUM WALL BOARD. REFER TO ROOM FINISH SCHEDULE. INSULATION C/W 6 BARRIER R22 BATT INSULATION C/W 6 MIL POLY VAPOUR BARRIER TYP. 1ST FLOOR CONSTRUCTION FLOOR FINISH AND BASE. REFER TO ROOM FINISH SCHEDULE. 8 T&G PLYWOOD SHEATHING SCREWED & GLUED TO T/O FLOOR JOISTS 2X10 FLOOR JOISTS AT 16" O.C. MAX C/W CROSS-BRIDGING VINYL CLAD FLASHING FLASHING 1 2 EXPANSION JOINT FILLER TYP. S.O.G. CONSTRUCTION 3" C.I.P. CONC. S.O.G. C/W POSITIVE SLOPE TO FLOOR DRAIN 6 MIL POLY VAPOUR BARRIER MIN. 5" COMPACTED GRANULAR FILL MIN. TILE C/W 6" MIN. DRAINAGE LAYER COVERED PROTECTION MATERIAL STRIP FOOTING C/W KEYWAY. REFER TO SCHEDULE. 11 2'-11" 3'-9" R.O. 3'-4" 2'-8" 3'-7" R.O. 1'-9" 3" 5" FACE 7'-3 7'-3 7 8 9'-1 10 3 8 7'-11 2X4 SILL PLATE C/W ANCHOR BOLTS AT 7'-10" O.C. MAX & SILL GASKET 1'-6" TYP. TYP. SIDING WALL CONSTRUCTION 1 2 GYPSUM WALL BOARD 6 MIL POLY VAPOUR BARRIER 2X6 WOOD STUDS AT 16" 0.C. MAX. C/W R22 BATT INSULATION EXT. GRADE T&G PLYWOOD SHEATHING BUILDING PAPER FIBRE CEMENT SIDING W/ MIN. 1" OVERLAP BUILD IN RECTANGULAR OPENING TO FRAME ARCHED WINDOW 2X10 JOIST BLOCKING 12 10 2X10 JOIST BLOCKING TYP. 8" FNDN WALL CONSTRUCTION 6 MIL POLY VAPOUR BARRIER R20 BATT INSULATION BLANKET BUILDING PAPER 8" 20MPa C.I.P. CONC FOUNDATION WALL BITUMEN DAMPROOFING MEMBRANE DRAINAGE BOARD NAILING STRIP A403 A403 A403 ELEV. 10'-0" 2-STOREY SECOND FLOOR ELEV. 0'-0" FIRST FLOOR ELEV. -8'-9" BASEMENT ELEV. 18'-0" U/S OF SECOND FLOOR TRUSS ELEV. 9'-0" U/S OF FIRST FLOOR TRUSS 8'-9" 9' 1' 8' 7'-11 10 9'-1 5 8 9 7 7'-11 TYP. CEILING CONSTRUCTION 2X6 P.T. WOOD FASCIA C/W PREFINISHED ALUMINUM FLASHING PREFINISHED ALUMINUM EAVESTROUGH TYP. ROOF CONSTRUCTION PREFINISHED PERFORATED SOFFIT WEEP VENTS @ 32" O.C. MAX. TYP. CEILING CONSTRUCTION TYP. 2ND FLOOR CONSTRUCTION TYP. 1ST FLOOR CONSTRUCTION 2X4 SILL PLATE C/W ANCHOR BOLTS AT 7'-10" O.C. MAX SILL GASKET 1" MINERAL WOOL FIRE STOPPING TO EXTEND 2" MIN. ABOVE TOP PLATE TYP. S.O.G. CONSTRUCTION EXPANSION JOINT FILLER C.I.P. CONC. STRIP FOOTING C/W CONTINUOUS KEYWAY. REFER TO FOOTING SCHEDULE. 8" 20 MPa C.I.P. CONC. FOUNDATION WALL TYP. ROOF CONSTRUCTION 7'-11 9 7 8'-11 1'-6" TYP. R22 BATT INSULATION C/W 6 MIL POLY VAPOUR BARRIER 2X10 WOOD HEADER & BLOCKING C/W F.C. GWB TO T.O. FNDN WALL B/W JOISTS 2X10 WOOD HEADER & BLOCKING C/W F.C. GWB B/W JOISTS 1" MINERAL WOOL FIRE STOPPING TO EXTEND 2" MIN. PAST TOP AND BOTTOM PLATE. SUPPORT W/ STEEL ANGLE. TYP. DEMISING WALL CONSTRUCTION 8 F.C. GYPSUM WALL BOARD 2X6 WOOD STUDS AT 16" O.C. MAX. C/W ACOUSTIC BATT INSULATION 1" AIR SPACE 2X4 WOOD STUDS AT 16" O.C. MAX. 5 8 F.C. GYPSUM WALL BOARD DEMISING WALL AT ATTIC SPACE CONSTRUCTION 8 F.C. GYPSUM WALL BOARD 6 MIL POLY AIR VAPOUR BARRIER 2X6 WOOD STUDS AT 16" O.C. MAX. C/W R22 BATT INSULATION 5 8 F.C. GYPSUM WALL BOARD TO EXTEND TO U/S OF ROOF SHEATHING 2 EXT. GRADE T&G PLYWOOD SHEATHING BUILDING PAPER AIR SPACE TO ACCOMMODATE BRICK VENEER ABOVE 5 8 F.C. GYPSUM WALL BOARD TO EXTEND TO U/S OF ROOF SHEATHING ENGINEERED ROOF TRUSS F.C. GYPSUM WALL BOARD TO EXTEND TO U/S OF ROOF SHEATHING 12 10 3-2X8 BUILT-UP WOOD SUPPORT FOR BRICK VENEER THRU WALL FLASHING TO OVERLAP ALUMINUM ROOF FLASHING NAILING STRIP ELEV. 10'-0" 2-STOREY SECOND FLOOR ELEV. 0'-0" FIRST FLOOR ELEV. -8'-9" BASEMENT ELEV. 18'-0" U/S OF SECOND FLOOR TRUSS 8' 10' 8'-9" 3'-4" 4'-6 1 2 M.O. 1 1 2 M.O. 7 1 1'-6" 7' M.O. 5 6" 7'-3 21 32 5" 8" 7 7' R.O. 6'-3 4'-7" R.O. 1'-6 3 4 TYP. CEILING CONSTRUCTION TYP. ROOF CONSTRUCTION TYP. CANOPY CONSTRUCTION TYP. 1ST FLOOR CONSTRUCTION 2X6 P.T. WOOD FASCIA C/W PREFINISHED ALUMINUM FLASHING PREFINISHED PERFORATED SOFFIT 3 x 3 x STEEL ANGLE LINTEL ROLLED TO SUIT ARCH SMOOTH-FACE STONE WINDOW SURROUND C/W WEEP VENT AT 32" O.C. MAX. 2X4 WOOD RAKE DROPPED GABLE TRUSS 1'-2 PREFABRICATED VINYL CLAD WINDOW PRECAST CONCRETE SILL THRU WALL FLASHING CANOPY SUPPORTED BY HANGERS ON WOOD LEDGER BOARDS NAILED TO WALL STUDS 2X6 P.T. WOOD FASCIA C/W PREFINISHED ALUMINUM FLASHING PREFINISHED ALUMINUM EAVESTROUGH PREFINISHED PERFORATED SOFFIT 4-2X6 BUILT-UP WOOD BEAM BUILT OUT W/ EXT. GRADE CEDAR COLUMN BEYOND PRECAST CONC. STEP BOLTED TO FNDN WALL W/ STEEL BRACKET 6" C.I.P. CONC. STOOP C/W POSITIVE SLOPE GRADE C/W 2% MIN. POSITIVE SLOPE BACKFILL TRENCH 4" DIA. WEEPING TILE C/W 6" MIN. GRAVEL DRAINAGE LAYER COVERED W/ SILT PROTECTION MATERIAL C.I.P. CONC. STRIP FOOTING C/W CONTINUOUS KEYWAY. REFER TO FOOTING SCHEDULE. C.I.P. CONC. STRIP FOOTING C/W CONTINUOUS KEYWAY. REFER TO FOOTING SCHEDULE. TYP. S.O.G. CONSTRUCTION 3 1 3 1 1 STEEL ANGLE LINTEL 2-2X10 WOOD LINTEL C/W 2-1 2 RIGID INSULATION THRU WALL FLASHING SMOOTH-FACE STONE DOOR SURROUND PREFABRICATED STEEL ENTRY DOOR EXT. TYPE DOOR C/W INSULATION & WEATHER STRIP SEAL 1 EXPANSION JOINT FILLER WOOD TRIM. REFER TO ROOM FINISH SCHEDULE. WOOD TRIM. REFER TO ROOM FINISH SCHEDULE. R22 BATT INSULATION W/ 6 MIL POLY VAPOUR BARRIER 2X4 SILL PLATE C/W ANCHOR BOLTS AT 7'-10" O.C. MAX & SILL GASKET 2X10 JOIST BLOCKING CEMENT BOARD PANEL CEILING 1'-5 6'-6" M.O. WEEP VENTS AT 32" O.C. MAX 1" RIGID INSULATION THERMAL BREAK 5" C.I.P. CONC. S.O.G. W/ 10M BARS @ 16" O.C. EACHWAY 1" RIGID INSULATION THERMAL BREAK TYP. STONE WALL CONSTRUCTION 2 GYPSUM WALL BOARD 6 MIL POLY VAPOUR BARRIER 2X6 WOOD STUDS AT 16" O.C. MAX. C/W R22 BATT INSULATION 1 2 T&G PLYWOOD SHEATHING BUILDING PAPER 1" AIR SPACE 3 1 2 RANDOM ASHLAR STONE VENEER BUILD IN RECTANGULAR OPENING TO FRAME ARCHED WINDOW 92 6" 9 PRECAST CONC. SILL 12 6 10 TYP. 8" FNDN WALL CONSTRUCTION TYP. 8" FNDN WALL CONSTRUCTION ASPHALT SHINGLES ROOF FELT 2 EXT. GRADE T&G PLYWOOD SHEATHING ENGINEERED ROOF TRUSSES AT 24" O.C. MAX NAILING STRIP 3-2X8 BUILT-UP WOOD SUPPORT FOR BRICK VENEER WEEP VENTS AT 32" O.C. MAX. STICK FRAMED GABLE ROOF 2-2x8 WOOD LINTEL C/W 2 RIGID INSULATION THRU WALL FLASHING = 1'-0" EXT. WALL SECTION COLLEGE FANSHAWE WINDERMERE HAVEN CONDOS WALL SECTIONS A402 SCALE: 1/2" = 1'-0" UNIT A / UNIT B DEMISING WALL SECTION A202 SCALE: 1/2" = 1'-0" EXT. WALL SECTION @ ENTRY CANOPY A202 A/V - AIR VAPOUR B/W - BETWEEN C.I.P. - CAST IN PLACE CL - CENTRELINE CONC - CONCRETE C/W - COMPLETE WITH DIA. - DIAMETER DWGS - DRAWINGS ELEV. - ELEVATION EXT. - EXTERIOR F.C. - FIRE CODE FNDN - FOUNDATION GWB - GYPSUM WALL BOARD MAX. - MAXIMUM MIN. - MINIMUM M.O. - MASONRY OPENING O.C. - ON CENTRE P.T. - PRESSURE TREATED R.O. - ROUGH OPENING S.O.G. - SLAB ON GRADE SQ.FT. - SQUARE FEET T&G - TONGUE GROOVE T/0 - TOP OF TYP. - TYPICAL U/S - UNDERSIDE W/ - WITH -VENT ROOF AT 1 SQ.FT. FOR EVERY 300 SQ.FT. OF INSULATED 50% OF VENTING AT RIDGE -A/V BARRIER IS TO BE CONTINUOUS FROM FOUNDATION TO CAULKING & BACKER ROD 5" FIBRE PREFABRICATED VINYL CLAD WOOD WINDOW WINDOW FRAME BEYOND WOOD TRIM BEYOND 4 FIBRE CEMENT SIDING W/ MIN. 1" OVERLAP BUILDING PAPER 1 2 EXT. GRADE T&G PLYWOOD SHEATHING ALUMINUM FLASHING CAULKING BACKER ROD 5" FIBRE CEMENT TRIM CAULKING PREFABRICATED VINYL CLAD WOOD WINDOW WINDOW FRAME BEYOND 10'-0" 16R @ 7.5" 8'-9" 14R @ 7.5" COLUMN BEYOND FLUSH WOOD BUILT-UP BEAM BEYOND DOUBLE HEADER BEYOND ELEV. 10'-0" 2-STOREY SECOND FLOOR ELEV. 0'-0" FIRST FLOOR ELEV. -8'-9" BASEMENT WOOD GUARDRAIL WOOD STRINGER 1 2 GYPSUM WALL BOARD BUILT-UP WINDER PLATFORMS 1 2 PLYWOOD WOOD GUARDRAIL BEYOND WOOD BALLASTERS BEYOND WOOD GUARDRAIL NEWEL POST BEYOND WOOD GUARDRAIL BEYOND NEWEL POST BEYOND BUILT-UP WINDER PLATFORMS WOOD HANDRAIL BEYOND 2x4 STUD WALL C/W GYPSUM WALL BOARD ON ONE SIDE BUILT-UP WINDER PLATFORMS WOOD BALLASTERS BEYOND 93 4 3' GUARDRAIL HEIGHT 3' HANDRAIL HEIGHT 7 1 2 1" 93 4 1" BUILT-UP WINDER PLATFORMS 1 2 PLYWOOD 2 PLYWOOD 1 2 PLYWOOD WOOD TREAD WOOD RISER 2x4 STUD WALL C/W GYPSUM WALL BOARD ON ONE SIDE WOOD STRINGER DOUBLE TRIMMER DOUBLE TRIMMER DOUBLE TRIMMER DOUBLE TRIMMER EXPOSED STRINGER WOOD TRIM TO MATCH STRINGER REVEAL EXPOSED STUD WALL BEYOND 3 7 8 MAX. TYP. TYP. INT. PARTITION GYPSUM WALL BOARD. REFER TO R.F.S. 2x6 WOOD STUDS AT 16" O.C. MAX 1 2 GYPSUM WALL BOARD. REFER TO R.F.S. TYP. INT. PARTITION TYP. INT. PARTITION TYP. SECOND FLOOR CONSTRUCTION FLOOR FINISH AND BASE. REFER TO ROOM FINISH SCHEDULE. 5/8" T&G PLYWOOD SHEATHING SCREWED & GLUED TO T/O FLOOR JOISTS 2X10 FLOOR JOISTS AT 16" O.C. MAX C/W CROSS-BRIDGING 1/2" GYPSUM WALL BOARD. REFER TO ROOM FINISH SCHEDULE. TYP. FIRST FLOOR CONSTRUCTION FLOOR FINISH AND BASE. REFER TO ROOM FINISH SCHEDULE. 5/8" T&G PLYWOOD SHEATHING SCREWED & GLUED TO T/O FLOOR JOISTS 2X10 FLOOR JOISTS AT 16" O.C. MAX C/W CROSS-BRIDGING TYP. S.O.G. CONSTRUCTION 3" C.I.P. CONC. S.O.G. C/W POSITIVE SLOPE TO FLOOR DRAIN 6 MIL POLY VAPOUR BARRIER MIN. 5" COMPACTED GRANULAR FILL UP 14R @ 7.5" 3'-5 7 8 3'-6" 4'-03 4 5T @ 9.75" 3'-6" A403 WOOD HANDRAIL 2x6 LOADBEARING WALL WALL BUILT OUT W/ FLAT 2x4 STUDS DN 14R @ 7.5" UP 16R @ 7.5" 1'-7 2T @ 9.75" 3'-6" 1'-7 2T @ 9.75" 3'-6" 3'-6" 4'-03 4 5T @ 9.75" 3'-6" 4'-03 4 5T @ 9.75" A403 WOOD NEWEL POST WOOD GUARDRAIL WOOD GUARDRAIL EXPOSED STRINGER BUILT-UP 2X4 WOOD POST BUILT OUT W/ 5 8 OAK SIDE NOSING 2x6 STUD WALL TYP. DEMISING WALL WOOD HANDRAIL SCALE: 1-1/2" = 1'-0" WINDOW A402 SCALE: 1-1/2" = 1'-0" WINDOW A402 SCALE: 1-1/2" = 1'-0" WINDOW A402 SCALE: 1/2" = 1'-0" STAIR SECTION A403 SCALE: 1/2" = 1'-0" ENLARGED SECOND FLOOR STAIR PLAN A202 SCALE: 1/2" = 1'-0" ENLARGED FIRST FLOOR STAIR PLAN A202 SCALE: 1/2" = 1'-0" ENLARGED BASEMENT STAIR PLAN A202 A401 A401 10" 20'-1" 8" 124'-32 8" 4" A402 A402 A401 A401 DN 14R @ 7.5" UP 16R @ 7.5" CL. R&S R&S CL. BUILT-UP 3-PLY 2X4 WOOD POST BUILT OUT W/ 5 8 OAK 4" 25MPa CONC. SLAB W/ 5% TO 8% AIR ENTRAINMENT C/W1.5% SLOPE HD WD HD WD PT PT PT PT 16 53 50x610+TR 510x37+TR 36" 90x70 O/H GARAGE DOOR DIRECT GAS VENT FIREPLACE TO EXT. W/ NON-COMBUSTIBLE DUCTWORK VENT TO EXT. W/ NON-COMBUSTIBLE DUCTWORK C/W FILTER AT INLET END S S EXT. TYPE SELF-CLOSING DOOR TO BE GAS-PROOF SOLID HATCH INDICATES GARAGE WALLS TO PROVIDE A BARRIER FOR GAS AND EXHAUST FUMES 4-12" 28" 32" 38" 2-24" TYP. PRECAST CONC. STEP TYP. PRECAST CONC. STEP PRECAST CONC. STEPS VH DW BEAM TO BE ENGINEERED 2x10 SPF#2 JOISTS AT 16" O.C. C/W BRIDGING STUDPOST STUDPOST STUDPOST STUDPOST 5-2x10 SPF #2 FLUSH WOOD BEAM PRE-ENGINEERED ROOF TRUSSES AT 24" 0.C. MAX 3-PLY2x6 POST SA 2x6STUDPOST 1 2 24'-11" 1 2 4'-83 4 4'-31 2 6'-81 2 9'-21 4 2'-10 1'-10" 3'-55 8 3'-27 8 3'-93 4 5'-41 2 6" 9'-17 8 15'-31 8 5'-115 8 3'-21 4 7'-11" 7'-41 8 51 2 9'-15 8 31 2 5' 113'-22 2'-2" 3'-9" 5 20'-1" 10 3'-22 1'-6" 4'-53 8 4'-10" 9'-15 8 2'-21 8 2'-107 8 3'-113 8 51 2 5'-1" 4'-3 13'-22 4'-4 3'-3" 14'-6 1102 5'-2" 1 2 24'-11" 1 2 2'-61 2 5'-13 4 12' 12'-2" 12'-62 12'-2" 11'-6 5'-5" 10'-9 9'-3 1 4 14'-11 8 3 9'-6" 6" 25MPa CONC. STOOP W/ 5% TO 8% AIR ENTRAINMENT C/W1.5% SLOPE 2x6 STUDS AT 16" O.C. TYP. DEMISING WALL TYP. DEMISING WALL TYP. DEMISING WALL 2x6 STUDS AT 16" 0.C. 2x6 STUDS AT 16" 0.C. 2-2x6 SPF #2 10 1'-2" 1'-2" A403 ROOF ABOVE ROOF ABOVE LINE OF FLOOR ABOVE MIN. R31 IN FLOOR OVER CEILING TO BE GAS PROOF HATCH ABOVE PROVIDE BLOCKING FOR FUTURE GRAB BARS IN WASHROOM AS REQUIRED BY O.B.C. 2x6 STUDS AT 16" O.C. TYP. STONE WALL CONSTRUCTION REFER TO WALL SECTIONS A402 GARAGE STONE WALL CONSTRUCTION 1 2 GYPSUM WALL BOARD 2X6 WOOD STUDS AT 16" O.C. MAX. C/W R22 BATT INSULATION 1 2 T&G PLYWOOD SHEATHING BUILDING PAPER 1" AIR SPACE 3 2 RANDOM ASHLAR STONE VENEER TYP. STONE WALL CONSTRUCTION REFER TO WALL SECTIONS A402 TYP. SIDING WALL CONSTRUCTION REFER TO WALL SECTIONS A402 WOOD GUARDRAIL SOUND BATT INSULATION SOUND BATT INSULATION 5-2x10 SPF #2 FLUSH WOOD BEAM 3-2x10 SPF#2 FLUSH WOOD BEAM 2x10 SPF#2 JOISTS AT 16" O.C. C/W BRIDGING 2x10 SPF#2 JOISTS AT 16" O.C. C/W BRIDGING 2x10 SPF#2 JOISTS AT 16" O.C. C/W BRIDGING 2x10 SPF#2 JOISTS AT 12" O.C. C/W BRIDGING BEAM TO BE ENGINEERED BUILT-UP 5-PLY 2X4 WOOD POST BUILT OUT W/ 5 8 OAK OPEN TO FOYER BELOW ROOF BELOW A402 A402 A401 A401 DN 16R @ 7.5" CL. CL. R&S R&S R&S HD WD HD WD HD. WD. HD WD HD WD HD WD PT PT 34x33 60x30+TR 28x37+TR 2 x37+TR 59x36+TR S S W D VENT DRYER TO EXT. W/ NON-COMBUSTIBLE DUCTWORK PROVIDE THRU WALL FLASHING IN BRICK CAVITY WALL ABOVE CANOPY ROOF. PROVIDE WEEP HOLES AT 32" O.C. ABOVE FLASHING SH BATHTUB 30" 30" 30" 28" 30" 30" 30" 4-12" 4-12" ROOF BELOW ROOF ABOVE ROOF ABOVE INSULATED HATCH ABOVE GIRGER TRUSS TRUSSES AT 24" 0.C. BY OTHERS TRUSSES AT 24" 0.C.BY OTHER SA SA SA SA TOP OF CLOSET BELOW 1 2 24'-11" 1 2 5'-83 4 2'-31 2 6'-13 4 10'-9" 3'-53 4 2'-3" 2'-3" 3'-103 4 5'-41 2 5'-41 2 10'-67 8 5'-1" 5'-57 8 2'-6" 2'-21 8 3'-3" 3'-91 4 1'-73 4 12'-17 8 5'-11 8 2'-41 2 8" 4'-11" 4'-73 8 5'-2" 4'-11" 11'-1 15'-12 5'-02 10 5'-1" 3'-7 1 4 2'-4 6'-1" 13'-6 6 3 4 2'-5" 1'-3 8'-5" 6 11'-101 8 14'-41 8 1 2 24'-11" 1 2 18'-85 8 5'-53 8 10 1'-2" 1'-2" 3 3 4 3 TYP. DEMISING WALL TYP. DEMISING WALL TYP. DEMISING WALL TYP. DEMISING WALL 2-2x6 SPF #2 A403 PROVIDE BLOCKING FOR FUTURE GRAB BARS IN WASHROOM AS REQUIRED BY O.B.C. PROVIDE BLOCKING FOR FUTURE GRAB BARS IN WASHROOM AS REQUIRED BY O.B.C. 2x6 STUDS AT 16" O.C. 2x6 STUDS AT 16" O.C. TYP. SIDING WALL CONSTRUCTION REFER TO WALL SECTIONS A402 TYP. STONE WALL CONSTRUCTION REFER TO WALL SECTIONS - A402 TYP. STONE WALL CONSTRUCTION REFER TO WALL SECTIONS - A402 TYP. SIDING WALL CONSTRUCTION REFER TO WALL SECTIONS A402 WOOD GUARDRAIL SOUND BATT INSULATION SOUND BATT INSULATION PLAN COLLEGE FANSHAWE WINDERMERE HAVEN CONDOS 2-STOREY UNIT B FLOOR PLANS A202 SCALE: 1/4" = 1'-0" 2-STOREY UNIT B - FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 2-STOREY UNIT B - SECOND FLOOR PLAN BP - BEAM POCKET CL. - CLOSET C/W - COMPLETE WITH D - DRYER DH - DOUBLE HEADER DN - DOWN DT - DOUBLE TRIMMER DW - DISHWASHER EXT - EXTERIOR FD - FLOOR DRAIN HD WD - ENGINEERED HARDWOOD LIN. - LINEN MAX - MAXIMUM MIN - MINIMUM O.C. - ON CENTRE PT - PORCELAIN TILE R - RISERS R&S - ROD AND SHELF S - SINK SA - SMOKE ALARM SH - SHOWER BASE TR - TRANSOM U.N.O. - UNLESS NOTED OTHERWISE VH - VENT HOOD ABOVE W - WASHER W/ - WITH -MIN. CLEAR CEILING HEIGHT UNDER STRUCTURE AND DUCTWORK TO -ALL LOOSE STEEL LINTELS ABOVE OPENINGS TO BE L-31 2 x 31 2 x 1 4 U.N.0. -ALL WOOD HEADERS ARE TO BE ENGINEERED U.N.O. -ALL EXTERIOR WALLS TO BE 2x6 AT 16" O.C. U.N.O. -ALL INTERIOR WALLS TO BE 2x4 AT 16" O.C. U.N.O. C/W GWB BOTH -ALL DOOR LEAF HEIGHTS ARE TO BE 80" U.N.O. -ALL OPENING SIZES PROVIDED ARE FRAME DIMENSIONS -ALL COMMON RAFTERS TO BE 2x8 SPF #2 AT 24" O.C. -ALL HIP AND VALLEY RAFTERS TO BE 2x10 SPF #2 -ALL TALL WALL COMPONENTS ARE TO BE ENGINEERED

N N

TIERED FRONT PORCH

Project Type: Professional

Construction Completion: 2022

Description:

My client came to me with concerns about the safety and practicality of her existing front porch. Upon inspection, the 50 year old porch was crumpling and unfit for use. Originally suggested a simple replacement of the porch 1-to-1, but after a few consultations and renders I showed them how much their front yard has to offer.

Existing Porch Visualization

Construction Photos

Completed Project

In the end it was worth every back ache! Some key details that I am proud of:

• The seamless alignment of the stairs to the upper tier, lower tier, and grade

• The continuity of the double picture frame decking through the stairs

• I constructed it all myself, from shovelling concrete to screwing deck boards! 24

1'6" B E T W E E N S U P P O R T S 72 1 2 " 11 1 / 2 " 1' - 1 1/2" BETWEEN SUPPORTS 5' - 4 1/2" BETWEEN SUPPORTS 5' - 4 1/2" 1' - 0" BETWEEN SUPPORTS 5' - 0 1/2" BETWEEN SUPPORTS 3' - 1 1/2" 1' - 1 1/2" 1' - 1 1/2" EXISTING CONC. STAIR AND PATIO SLAB TO BE DEMOLISHED EXISTING 8" CONC. BLK. FOUNDATION TO REMAIN. FILL W/ MORTAR AND PROTECT FROM DAMAGE DURING CONSTRUCTION STAIR FRAMING LOWER DECK FRAMING UPPER DECK FRAMING FRAMING COLOUR LEGEND: 2x8 JOISTS @ 16" O.C. TYP. 12" DIA. SONO TUBE CONC. PIER TYP. 24' - 8" 2x12 STRINGERS @ 12" O.C. TYP. ATTACHED AT TOP AND BOTTOM 2x8 BLOCKING WHERE REQUIRED FOR SUPPORT OF PERIMETER DECK BOARDS 2x10 SOFFIT BOARD IN OUTWARD FACING LOCATIONS 2x8 JOISTS @ 16" O.C. TYP. 2 - 2x8 BUILT-UP WOOD BEAM TYP. FOR UPPER DECK 3 - 2x6 BUILT-UP WOOD BEAM TYP. FOR LOWER DECK 2 - 2x12 CORNER STRINGER EXISTING WOOD DECK AND STAIR TO BE DEMOLISHED 12" DIA. SONO TUBE CONC. PIER TYP. 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 5/4x6 PRESSURE-TREATED WOOD DECKING TYP. 2x10 SOFFIT BOARD TYP. EXISTING GRASS AND VEGETATED LAYER TO BE REMOVED UNDER DECK EXTENTS 12" DIA. SONO TUBE CONC. PIER TYP. UPPER DECK 40 36 1 2 G U A R D H E G H T 37 ENGINEERED STAIR W/ PICKETS @ 4" REQUIREMENTS CONSTRUCTION AND REFER TO SHIP 4x4 WOOD COLUMN ANCHORED TO PIER W/ BEAM SADDLE AND ATTACHED TO BEAM W/ GALV. POST CAP TYP. 1 A2 PICKETS @ 4" O.C. MAX. GUARD TO MEET O.B.C. REQUIREMENTS FOR NONCLIMBABLE CONSTRUCTION AND WEIGHT CAPACITY. REFER TO GUARD SHOP DRAWING FOR DETAILS. 42" MIN. HIGH PRE-ENGINEERED GUARD SYSTEM. REFER TO GUARD SYSTEM SPECIFICATION AND SHOP DRAWING FOR DETAILS. 1 A3 LATTICE PRIVACY FENCEWOOD SUPPORTED BY 4x4 WOOD POSTS EXISTING GRASS AND VEGETATED LAYER TO BE REMOVED UNDER DECK EXTENTS 12" DIA. SONO TUBE CONC. PIER TYP. 07 1 1 6 " 0' - 11 3/16" 66 1 '7 3 / 4 " WOOD BLOCK (BEHIND RISER) ANCHORED TO DECK. TO SUPPORT STRINGER FROM KICKING OUT 1/2" DECK BOARD OVERHANG/NOSING IN ALL LOCATIONS TYP. GENERAL DRAWING NOTES: ALL WOOD MEMBERS TO BE S.P.F. GRADE NO. 2 UNLESS ALL WOOD MEMBERS TO BE PRESSURE-TREATED UNLESS BRICK VENEER ON HOUSE IS NOT TO BE USED AS A STRUCT REFER TO ENGINEERED SHOP DRAWINGS AND SPECIFICATION PERTAINING TO PRE ENGINEERED GUARD SYSTEMS NO GUARD MEMBERS ABOVE 140mm TO FACILITATE CLIMBING MAXIMUM OF 100mm CLEAR BETWEEN PICKETS RISE: 180mm RUN: 284mm TREAD: 297mm STRINGERS TO BE ATTACHED AT BOTH TOP AND BOTTOM MOVEMENT TREADS TO BE BUILT WITH 2 5/4x6 DECK BOARD; RISERS CONCRETE: CONCRETE TO BE MINIMUM 32MPa w/ 5% AIR ENTRAINMENT Details A1 1/2" = 1'-0" FRAMING PLAN 5 ELEVATION 1/2" = 1'-0" SOUTH ELEVATION 3 1'B E T W E E N S U P P O R T S 72 1 / 2 " 11 1 2 " 1' - 1 1/2" BETWEEN SUPPORTS 5' - 4 1/2" BETWEEN SUPPORTS 5' - 4 1/2" 1' - 0" BETWEEN SUPPORTS 5' - 0 1/2" BETWEEN SUPPORTS 3' - 1 1/2" 1' - 1 1/2" 1' - 1 1/2" STAIR FRAMING LOWER DECK FRAMING UPPER DECK FRAMING FRAMING COLOUR LEGEND: 11 1 / 2 " B E T W E E N S U P P 29 1 2 " B E T W E E N S U P P O R T S 51 0 " 01 3 / DIA. SONO TUBE CONC. PIER TYP. 24' - 8" 1 09 3 1 6 " BLOCKING WHERE REQUIRED FOR SUPPORT OF PERIMETER DECK BOARDS SOFFIT BOARD IN OUTWARD FACING LOCATIONS 2x8 JOISTS @ 16" O.C. TYP. 2 - 2x8 BUILT-UP WOOD BEAM TYP. FOR UPPER DECK BUILT-UP WOOD BEAM FOR LOWER DECK 2 - 2x12 CORNER STRINGER 1 A2 12" DIA. SONO TUBE CONC. PIER TYP. 12" 12" 12" 12" 12" 12" 12" 12" 1 A3 12" 12" 5/4x6 PRESSURE-TREATED WOOD DECKING TYP. 2x10 SOFFIT BOARD TYP. EXISTING GRASS AND VEGETATED LAYER TO BE REMOVED UNDER DECK EXTENTS 12" DIA. SONO TUBE CONC. PIER TYP. UPPER DECK STAIR PICKETS @ 4" REQUIREMENTS CONSTRUCTION AND 4x4 WOOD COLUMN ANCHORED TO PIER W/ BEAM SADDLE AND ATTACHED TO BEAM W/ GALV. POST CAP TYP. 1 A2 PICKETS @ 4" O.C. MAX. GUARD TO MEET O.B.C. REQUIREMENTS FOR NONCLIMBABLE CONSTRUCTION AND WEIGHT CAPACITY. REFER TO GUARD SHOP DRAWING FOR DETAILS. 42" MIN. HIGH PRE-ENGINEERED GUARD SYSTEM. REFER TO GUARD SYSTEM SPECIFICATION AND SHOP DRAWING FOR DETAILS. 1 A3 04 1 8 " LATTICE PRIVACY FENCEWOOD SUPPORTED BY 4x4 WOOD POSTS EXISTING GRASS AND VEGETATED LAYER TO BE REMOVED UNDER DECK EXTENTS 12" DIA. SONO TUBE CONC. PIER TYP. 07 1 / 1 6 " 0' - 11 3/16" 66 " 17 3 4 " WOOD BLOCK (BEHIND RISER) ANCHORED TO DECK. TO SUPPORT STRINGER FROM KICKING OUT 1/2" DECK BOARD OVERHANG/NOSING IN ALL LOCATIONS TYP. GENERAL DRAWING NOTES: - ALL WOOD MEMBERS TO BE S.P.F. GRADE NO. 2 UNLESS NOTES - ALL WOOD MEMBERS TO BE PRESSURE-TREATED UNLESS NOTED - BRICK VENEER ON HOUSE IS NOT TO BE USED AS A STRUCTURAL - REFER TO ENGINEERED SHOP DRAWINGS AND SPECIFICATIONS PERTAINING TO PRE-ENGINEERED GUARD SYSTEMS - NO GUARD MEMBERS ABOVE 140mm TO FACILITATE CLIMBING - MAXIMUM OF 100mm CLEAR BETWEEN PICKETS STAIRS: RISE: 180mm RUN: 284mm TREAD: 297mm - STRINGERS TO BE ATTACHED AT BOTH TOP AND BOTTOM TO ENSURE MOVEMENT - TREADS TO BE BUILT WITH 2 - 5/4x6 DECK BOARD; RISERS TO BE CONCRETE: - CONCRETE TO BE MINIMUM 32MPa w/ 5% AIR ENTRAINMENT UNLESS Details A1 1/2" = 1'-0" FRAMING PLAN ELEVATION 1/2" = 1'-0" SOUTH ELEVATION 3

TECHNICAL WORK 08

2.A 2.B 2.C 2.E 2.F 2.1 2.2 2.D 1 A600 2.3 200 4000 6650 1950 2325 6637 200 1874 1518 1108 1072 5078 1950 513 1812 6645 200 4092 800 940 3068 200 4092 1740 800 2268 2000 6670 740 886 1616 200 4392 2100 1185 1163 6810 200 4000 6650 4323 950 1277 2100 4300 200 200 1874 1518 1108 1072 5078 1950 513 1860 4327 4425 75 1077 200 8900 2000 2160 800 940 800 4000 200 200 8700 2000 1258 2246 1396 700 3300 200 S1 S1 S1 S1 CW1 S1 S1 S1 S1 CW1 CW1 CW1 S2 S7 S2 CW2 S7 S1 S1 S6 S7 S2 S7 CW2 S2 S1 S1 S1 S1 S1 S1 S2 S2 S1 S5 S1 S5 S2 S7 CW2 S2 CW2 S7 S2 S7 CW2 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S2 S2 S1 S5 S1 S1 S1 S5 S1 S2 S7 CW2 S2 S6 S6 S7 S1 S1 S1 S1 S1 S1 S1 S6 S6 S2 2ND BEDROOM 300-6 BATHROOM 300-3 CL 300-7 LIVING AREA 300-8 DINING AREA 300-9 KITCHEN 300-4 ENTRY 300-1 CL 300-2 STORAGE 300-13 MASTER BEDROOM 300-10 WIC 300-11 ENSUITE 300-12 MECH 300-14 LAUNDRY 300-5 STAIR 1 S1 MASTER BEDROOM 301-10 DINING AREA 301-9 LIVING AREA 301-8 2ND BEDROOM 301-6 WIC 301-11 ENSUITE 301-12 MECH 301-14 STORAGE 301-13 KITCHEN 301-4 ENTRY 301-1 LAUNDRY 301-5 CL 301-2 CL 301-7 BATHROOM 301-3 CORRIDOR C300 ENTRY 302-1 MECH 302-2 CL 302-3 KITCHEN 302-4 LIVING AREA 302-5 DINING AREA 302-6 2ND BEDROOM 302-7 BATHROOM 302-13 CL 302-8 ENTRY 303-1 KITCHEN 303-4 LIVING AREA 303-5 DINING AREA 303-6 D302.5 D302.3 D302.2 D302.10 D301.7 D301.9 D301.8 D301.3 D301.2 D301.6 D301.4 D301.10 D300.7 D300.8 D300.3 D300.2 D300.6 D300.4 D300.11 D301.11 D300.12 D301.5 D300.5 D300.9 D300.1 D301.1 D303.1 D302.1 DS1.3 4546 3296 1258 2000 6662 3928 STAIR 1 S1 S2 FHC TYP. SMOKE AND HEAT DETECTOR IN ACCORDANCE WITH OBC 3.2.4.12. TYP. SMOKE DETECTOR IN ACCORDANCE WITH OBC 3.2.4.12 TYP. CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH OBC 3.2.4.12 MPS TYP. MANUAL PULL STATION IN ACCORDANCE WITH OBC 3.2.4.18. TYP. FIRE HOSE CABINET IN ACCORDANCE WITH OBC 3.2.9.4. TYP 5000 MAX TYP. EMERGENCY LIGHTING ACCORDANCE WITH OBC EXIT TYP. EXIT SIGNAGE IN ACCORDANCE WITH OBC 3.4.5.1. 2 A600 SH SH W/C W/C W/C SH SH W/C TYP ELECTRIC FIREPLACE SH W/C EXIT 1 : 50 L300 -WEST N 25

L100 0 L200 5000 L300 9000 L400 13000 L500 17000 L600 21000 L700 24400 1.3 STAIR 1 S1 2.3 4 A600 DS1.6 DS1.5 DS1.4 DS1.3 DS1.2 FLR1 FLR1 FLR1 FLR1 FLR1 RF3 EW6 CW1 EW6 PP3 PP3 FLR1 FLR1 FLR1 RF1 EW6 CW1 EW6 CW1 CW1 CW1 S2 S7 CW1 CW1 FLR1 RF3 RF2 FLR1 FLR1 FLR2 FLR4 FLR4 FLR4 3400 4000 4000 4000 4000 5000 S2 STAIR 1 S1 ENSUITE 607-83 ENSUITE 300-12 YOGA ROOM 200-1 OFFICE 102 OFFICE 102 LOWER TERRACE 206-2 ENSUITE 607-217 11 RISERS AT 182 2000 11 RISERS AT 182 2000 11 RISERS AT 182 2000 11 RISERS AT 182 2000 11 RISERS AT 182 2000 11 RISERS AT 182 2000 11 RISERS AT 182 2000 11 RISERS AT 182 2000 11 RISERS AT 185 2037 11 RISERS AT 185 2037 5 RISERS AT 185 926 325 275 314 3386 30 3670 330 3670 330 3670 330 3670 330 3744 330 596 MIN. HEADROOM CLEARANCE 2050 MIN. HEADROOM CLEARANCE 2050 MIN. HEADROOM CLEARANCE 2050 MIN. HEADROOM CLEARANCE 2050 MIN. HEADROOM CLEARANCE 2050 MIN. HEADROOM CLEARANCE 2050 MIN 580 MIN 580 MIN 580 MIN 580 MIN 580 MIN 300 MIN 300 MIN 300 MIN 300 MIN 300 LINE INDICATES EXTENT OF 2050 HEADROOM CLEARANCE IN STAIRWELL HANDRAIL 915 GUARDRAIL 1070 1070 GUARDRAIL C/W 915 HIGH HANDRAIL TO BE CONTINUOUS THROUGHOUT ITS ENTIRE LENGTH HANDRAIL TO SLOPE FOR ONE TREAD LENGTH BEYOND BOTTOM RISER AND THEN EXTEND HORIZONTALLY 300 MIN. HANDRAIL TO EXTEND HORIZONTALLY BEYOND TOP RISER 300 MIN. 40 DIAMETER METAL HANDRAIL FASTENED TO CONC WALL BEYOND W/ MIN. 50 HAND CLEARANCE TYP. RUN 280 RISE 185 RUN 280 RISE 182 RUN 280 RISE 182 RISE 182 RUN 280 RUN 280 RISE 182 TYP. SMOKE AND HEAT DETECTOR IN ACCORDANCE WITH OBC 3.2.4.12 TYP. ENGINEERED PRECAST CONC STAIR AND LANDING. REFER TO STRUCTURAL DWGS. TYP. C.I.P. CONC LANDING. REFER TO STRUCTURAL DWGS. TACTILE SURFACE EMBEDDED IN CONC LANDING TO EXTEND MIN 580 FROM LEADING EDGE OF ALL STAIRS S2 S2 S2 PTD METAL PICKETS AT 100 O.C. TYP. 100 PARAPET BEYOND 5 A600 TYP. EMERGENCY LIGHTING IN ACCORDANCE WITH OBC 3.2.7.3. TYP CONC BALCONY. REFER TO STRUCTURAL DWGS. TYP STRUCTURAL THERMAL BREAK. REFER TO STRUCTURAL DWGS. 1 A600 1.D 1070 GUARDRAIL HIGH HANDRAIL CONTINUOUS ITS ENTIRE TACTILE EMBEDDED LANDING 580 FROM OF ALL TYP. SMOKE HEAT DETECTOR ACCORDANCE OBC 3.2.4.12 FIRE DOOR SIGNAGE WITH OBC DOOR 1 A600 TACTILE EMBEDDED LANDING 580 FROM OF ALL REFER PRECAST PROFILE TYP ENGINEERED REFER 1 : 50 A200 STAIR SECTION 1 A200 3 A223 2 A600 4 2.4 1550 740 886 1616 2000 270 1167 125 4100 1296 617 1664 1223 2000 1150 2246 1304 792 3208 200 S6 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S2 S1 S2 S7 CW2 S1 S1 S1 S1 S1 S1 S1 S6 S6 MASTER BEDROOM 302-9 WIC 302-10 LAUNDRY/ STORAGE 302-12 ENSUITE 302-11 MECH 303-2 CL 303-3 2ND BEDROOM 303-7 BATHROOM 303-13 CL 303-8 D303.5 D303.3 D303.2 D303.10 D302.4 D302.6 D302.9 LIGHTING IN OBC 3.2.7.3. W/C SH W/C SH DRAWING SYMBOLS LEGEND 1 HR F.R.R. FIRE SEPERATION 1.5 HR F.R.R. FIRE SEPERATION 2 HR F.R.R. FIRE SEPERATION CARBON MONOXIDE DETECTOR FIRE DETECTOR SMOKE ALARM W/ AUDIO/VISUAL SIGNAL SMOKE AND HEAT DETECTOR FIRE HOSE CABINET FHC B.F. BARRIER-FREE ENTRANCE ROOF DRAIN RD MANUAL PULL STATION MPS 1500 DIAMETER B.F. TURNING CIRCLE EMERGENCY LIGHTING EMERGENCY EXIT SIGNAGE EXIT AZI ANNUNCIATOR AND ZONE INDICATION DRAWING FILE CHECKED DATE DRAWING TITLE REVISION PROJECT TITLE DRAWN SITE LOCATION DATE NO. REVISION BY REVISIONS BUILDING KEY PLAN School of Building Technology ARCHITECTURAL TECHNOLOGY PROJECT ADDRESS CLIENT: ASHLAND AVE MCCORMICK BLVD WARNERDR ALBANYST DUNDASST GLEESONST SPARTONST OSBORNEST FIRE SEPERATION LEGEND 1 HR F.R.R. 1.5 HR F.R.R. 2 HR F.R.R. N 3 A223 L300-L500 ENLARGED PLANWEST AD 2021.04.23 WARNER CROSSING LK 2021-1 2017 WARNER DRIVE, LONDON, ONTARIO EXBRIT DEVELOPMENTS INC. 12021.03.1250% PROGRESS SET LK 22021.04.0690% PROGRESS SET LK 32021.04.23100% CONSTRUCTION DOCUMENTS LK 26

TECHNICAL DETAILING & HAND-DRAFTING

2.A 1.A 2 A700 FLR1 PP1 RF4 3 4 0 0 3 4 0 0 4 0 0 0 4 0 0 0 4 0 0 0 4 0 0 0 5 0 0 0 CEILING FINISH. REFER TO R.F.S. TYPICAL CEILING FINISH. REFER TO R.F.S. TYPICAL CEILING FINISH. REFER ALL FLOORS TO BE 2 HR FIRE SEPERATION TYPICAL 8 7 0 3 3 0 ENTRANCE VESTIBULE 2 5 0 7 5 0 1 5 0 0 9 0 1 4 0 9 9 TYP 1000 C.I.P. REINFORCED FOUNDATION WALL. REFER TO STRUCTURAL DWGS. GRADE. REFER DWGS. S6 SPANDREL PANEL STEEL ENTRANCE STRUCTURE. REFER TO STRUCTURAL DWGS. 0 SIGNAGE 3.A SIM 4 A701 L100 0 L200 5000 L300 9000 L400 13000 L500 17000 L600 21000 L700 24400 ROOF 27800 2.E 2.D 1.D 1.E 1 A701 2 A702 3 A702 FLR4 RF1 EW1 FLR2 FLR1 FLR1 FLR1 FLR3 FLR5 3 4 0 0 3 4 0 0 4 0 0 0 4 0 0 0 4 0 0 0 4 0 0 0 5 0 0 0 1 5 0 EW2 EW2 PP1 RF3 5 5 0 DINING AREA 504-6 DINING AREA 404-6 DINING AREA 304-6 ACTIVITY ROOM 206 STORAGE ROOM 104-3 LOWER TERRACE 206-2 LIVING AREA 602-7 2ND BEDROOM 602-13 A F F 4 1 0 0 9 0 0 A F F 2 8 0 0 8 7 0 3 3 0 A F F 2 8 0 0 8 7 0 3 3 0 A F F 2 8 0 0 8 7 0 3 3 0 A F F 2 8 0 0 6 0 0 3 0 0 A F F 3 1 0 0 2 8 6 3 1 4 A F F 2 8 0 0 2 8 6 3 1 4 EXPOSED CONC CEILING 6 0 0 1 0 0 0 2 4 0 0 3 4 0 0 6 0 0 3 4 0 0 3 3 0 3 6 7 0 3 3 0 3 6 7 0 3 3 0 3 6 7 0 3 0 0 6 0 0 4 1 0 0 TYP 1000 TYP 1000 TYP 317 BALCONY BEYOND SPANDREL PANEL TYPICAL 1070 HIGH GLASS GUARD BALCONY SPANDREL PANEL SPANDREL PANEL SPANDREL PANEL ACCENT FIN BEYOND TYPICAL 1070 HIGH GLASS GUARD BALCONY ENTRANCE WALL BEYOND C.I.P. REINFORCED FOUNDATION WALL. REFER TO STRUCTURAL DWGS. FINISHED GRADE. REFER TO CIVIL DWGS. S6 S6 S6 TERRACE GUARD BEYOND 3.G 3.H SIM 4 A701 EXTERIOR WALL THROUGH FRONT ENTRANCE 1 : 75 A200 EXTERIOR WALL THROUGH BALCONY 3 1.E WOOD BLOCKING PARAPET W/ MIN. 2% SLOPE TOWARDS ROOF PREFINISHED ALUM PARAPET FLASHING PREFINISHED THERMALLY-BROKEN PREFINISHED THERMALLY-BROKEN EXTERIOR GRADE CAULKING AND 134 (R36) SPRAY INSUL C/W INTEGRAL 8 FIBRE CEMENT PANEL 160 SUBGIRTS WITH SCREW FASTENERS TRANSITION MEMBRANE TO EXTEND MIN. 450 UP WALL PREFINISHED ALUMINUM FLASHING PANELLING COLOUR C/W DRIP 2.A 108 152 136 134 (R36) SPRAY INSUL C/W INTEGRAL A/V BARRIER 8 FIBRE CEMENT PANEL 16 EXTERIOR GRADE GLASSMAT SHEATHING 200 METAL STUDS AT 610 O.C. TYP 13 GYPSUM WALL BOARD. REFER TO R.F.S. FOR WALL FINISH. PREFINISHED ALUMINUM FLASHING TO MATCH PANELLING COLOUR WOOD WINDOW TRIM AND CASING. REFER TO R.F.S. FOR FINISH. SPRAY FOAM SEAL BETWEEN WINDOW CASING AND ROUGH OPENING PREFINISHED THERMALLY-BROKEN MILLION PREFINISHED THERMALLY-BROKEN WINDOW CONTINUOUS BEAD OF CAULKING EXTERIOR GRADE CAULKING AND BACKER ROD FASTEN MILLION TO STUD WALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS 396 8 25 134 16 200 13 396 EW2 ROOF 27800 3.A RF3 150 (R35) SLOPED RIGID INSULATION SINGLE-PLY EPDM MEMBRANE FILTER FABRIC 125 COARSE AGGREGATE 16 EXTERIOR GRADE GLASSMAT SHEATHING 160 SUBGIRTS 8 FIBRE CEMENT PANEL 200 METAL STUDS AT 610 O.C. TYP 16 EXTERIOR GRADE GLASSMAT SHEATHING PREFINISHED ALUM PARAPET FLASHING FILL BOTTOM 150 OF STUD CAVITY W/ R36 MOLD-RESISTANT BATT INSULATION 100 (R26) SPRAY INSUL C/W INTEGRAL A/V BARRIER TO EXTEND 150 ABOVE T/O SLAB AND OVERLAP A/V BARRIER WOOD CANT STRIP CEILING FINISH. REFER TO ROOM FINISH SCHEDULE CLT ROOF SLAB. REFER TO STRUCTURAL DWGS. PP1 EW2 13 GYPSUM WALL BOARD. REFER TO R.F.S. FOR WALL FINISH. 200 METAL STUDS AT 610 O.C. TYP 16 EXTERIOR GRADE GLASSMAT SHEATHING 134 (R36) SPRAY INSUL C/W INTEGRAL A/V BARRIER 160 SUBGIRTS 8 FIBRE CEMENT PANEL 8 25 134 16 125 75 13 125 150 314 206 64 16 589 286 396 TERMINATE SINGLE-PLY EPDM MEMBRANE AND A/V BARRIER UNDER PARAPET FLASHING WOOD BLOCKING W/ MIN. 2% SLOPE TOWARDS ROOF CLT BEAM. REFER TO STRUCTURAL DWGS. FURRING AS REQUIRED TO FASTEN DRYWALL A/V BARRIER 1 : 5 6 TYPICAL 1 : 5 5 TYPICAL WINDOW JAMB DETAIL 1 : 10 A500 PARAPET DETAIL AT HIGH ROOF 4

EW2 BARRIER 13 GYPSUM WALL BOARD. REFER TO R.F.S. FOR WALL FINISH. 200 METAL STUDS AT 610 O.C. TYP 16 EXTERIOR GRADE GLASSMAT SHEATHING 134 (R36) SPRAY INSUL C/W INTEGRAL A/V BARRIER 8 FIBRE CEMENT PANEL 160 SUBGIRTS 300 134 76 13 DIA. ANCHOR BOLT AT 1200 O.C. J-TRIM FASTENED TO SUBGIRTS L400 13000 2.E 50 E X P O S E D G L A S S 9 0 4 1 1 5 3 3 0 M N M U M G U A R D H E G H T 1 0 7 0 25 DRIP EDGE CAST INTO CONC BALCONY TYP REINFORCED CONC BALCONY. REFER TO STRUCTURAL DWGS. TYPICAL 1070 HIGH GLASS GUARD ANCHORED TO CONC SLAB, IN ACCORDANCE WITH OBC 3.3.1.17. TYP. STRUCTURAL THERMAL BREAK. REFER TO STRUCTURAL DWGS. FLR1 SPRAY FOAM SEAL BETWEEN WINDOW AND CONC SLAB PREFINISHED THERMALLYBROKEN WINDOW CONTINUOUS BEAD OF CAULKING EXTERIOR GRADE CAULKING AND BACKER ROD FASTEN MILLION TO CONC SLAB IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS S6 TYPICAL BACK-PAINTED GLASS C/W INSULATION INFILL PREFINISHED THERMALLY-BROKEN WINDOW EXTERIOR GRADE CAULKING AND BACKER ROD SPRAY FOAM SEAL BETWEEN WINDOW CASING AND ROUGH OPENING WOOD WINDOW CASING BEYOND CONTINUOUS BEAD OF CAULKING WOOD SHIMS AS REQUIRED. REFER TO MANUFACTURER INSTALLATION DETAILS. REFER TO R.F.S. FOR FLOOR FINISH PREFINISHED PVC GUARDRAIL CAP MIN 2% SLOPE PREFINISHED POST BRACKET ANCHORED TO CONC SLAB 2000 45 DIA. PREFINISHED PVC POSTS TERMINATE AT BETWEEN ROUGH DRAWING FILE CHECKED DATE DRAWING TITLE REVISION PROJECT TITLE DRAWN BUILDING KEY PLAN School of Building Technology ARCHITECTURAL TECHNOLOGY PROJECT ADDRESS CLIENT: DUN FIRE SEPERATION LEGEND 1 HR F.R.R. 1.5 HR F.R.R. 2 HR F.R.R. 3 A702 CONSTRUCTION DETAILS AD 2021.04.23 WARNER CROSSING LK 2021-1 2017 WARNER DRIVE, LONDON, ONTARIO EXBRIT DEVELOPMENTS INC. 1 : 10 A500 GUARDRAIL AT BALCONY DETAIL 2 27

2.D CEILING FINISH. REFER TO R.F.S. TYPICAL CEILING FINISH. REFER TO R.F.S. TYPICAL ALL FLOORS TO BE 2 HR FIRE SEPERATION TYP. ALL FLOORS TO BE 2 HR FIRE SEPERATION TYP. TYP. STRUCTURAL THERMAL BREAK. REFER TO STRUCTURAL DWGS. PARAPET BEYOND FILE CHECKED DRAWING TITLE PROJECT TITLE SITE LOCATION BUILDING KEY PLAN School of Building Technology PROJECT ADDRESS CLIENT: FIRE SEPERATION LEGEND CONSTRUCTION SECTIONS AD WARNER CROSSING 2021 2017 WARNER DRIVE, LONDON, ONTARIO EXBRIT DEVELOPMENTS INC. 28