Issuu

ANA ENE ANA ENE ANA ENE ENE ANA ENE ANA ENE ANA ANA ENE ANA ENE ANA ENE ENE ANA ENE ANA ENE ANA ANA ENE ANA ENE ANA ENE ENE ANA ENE ANA ENE ANA ANA ENE ANA ENE W O R K S

TABLE OF CONTENTS

AIRPORT HEIGHT LIM

TOWER A

59 STOREY RESIDENTIAL BUILDING

TOWER C

ROOF

GLAZING

55 STOREY RESIDENTIAL BUILDING

3900

MECH

59th F

3250

ROOF

58th F

57th F

PERFORATED METAL RAILING GLAZING

53rd FLOOR

GLAZING

2.950 TYP.

52nd FLOOR

55th F

54th F

53rd F

TOWER B

52nd F

46 STOREY RESIDENTIAL BUILDING

51st F

3250

51st FLOOR 50th FLOOR

56th F

PERFORATED METAL RAILING

3250

54th FLOOR

PERFORATED METAL RAILING

3250

55th FLOOR

3900

MECH.

50th F

49th F

49th FLOOR

48th F

48th FLOOR

47th F

47th FLOOR

TOWER D

44th FLOOR

46th F

2.950 TYP.

40 STOREY RESIDENTIAL BUILDING

2.950 TYP.

45th FLOOR

2.950 TYP.

46th FLOOR

41st F 2.950 TYP.

41st FLOOR 2.950 TYP.

GLAZING

38th F

38th FLOOR

37th F

37th FLOOR

36th F 3700

3700

36th FLOOR

35th F

34th F

34th FLOOR

33rd F

33rd FLOOR

PERFORATED METAL RAILING

32nd FLOOR

32nd F

GLAZING

30th FLOOR

31st F

188050

31st FLOOR

30th F

GLAZING

29th FLOOR

29th F

PERFORATED METAL RAILING

177550

28th FLOOR

28th F

27th FLOOR

27th F

26th FLOOR

26th F

25th FLOOR

25th F

24th FLOOR

24th F

23rd FLOOR

23rd F

22nd F

22nd FLOOR

21st F 3250

20th FLOOR

3250

21st FLOOR

18th F

17th F

16th F

15th F

14th FLOOR

14th F

COMMERCE STREET

15th FLOOR

3rd FLOOR 2nd FLOOR PEDESTRIAN MEWS / NORTH COMMERCIAL LEVEL (201.40) ESTABLISHED GRADE (199.90)

SEAL

10th F

9th FL

PERFORATED METAL FINS METAL PANEL

METAL & GLASS CANOPY

COMMERCIAL

ISSUES 1 ISSUED FOR SPA 2 ISSUED FOR OP. 19.006 & Z.19.017 3 ISSUED FOR SPA

DATE 9/7/2018 04/10/2019 21/10/2019

LOBBY/LOUNGE

REVISIONS

DATE

PEDESTRIAN MEWS

LOBBY/LOUNGE

3.250

METAL PANEL

7th FL

6th FL

2.950

METAL PANEL

5th FL

3.700

CONNECTING BRIDGE

2.950

8th FL

3250 2.950 3.700

4th FLOOR

11th F

PERFORATED METAL RAILING

3.500

5th FLOOR

3.700

6th FLOOR

2.5m WIND SCREEN

4.100

7th FLOOR

2.950

8th FLOOR

12th F

3.500

9th FLOOR

13th F

3.700

10th FLOOR

4.100

11th FLOOR

2.950 TYP.

12th FLOOR

2.950 TYP.

INTERCHANGE WAY

13th FLOOR

3 THE HILL: MARKET OF THE FUTURE

2.950 TYP.

PROPERTY LINE

18th FLOOR

PROPERTY LINE

19th F

16th FLOOR

1 MARKET CASE STUDIES

20th F

19th FLOOR

17th FLOOR

IBI GROUP ARCHITECTS 7th Floor-55 St. Clair Avenue West Toronto ON M4V 2Y7 Canada tel 416 596 1930 fax 416 596 0644 ibigroup.com

40th F

39th F

PERFORATED METAL RAILING

39th FLOOR

35th FLOOR

44th F

42nd F

PERFORATED METAL RAILING

42nd FLOOR

40th FLOOR

45th F

43rd F

43rd FLOOR

4th FL

3rd FL

2nd FL

PEDE COM

ESTA

COMMERCIAL

VAUGHAN METROPOLITAN CENTRE BLOCK 3 NORTH

11 VMC BLOCK 3 SPA SUBMISSION DRAWINGS

NORTH ELEVATION - HIGHWAY

25. 17. 19.

17.

16.

31.

24. 23.

19.

Rooftop Level Fourth Floor Level

30.

Third Floor Level

19.

15. 13.

18.

22.

Second Floor Level

20.

21.

10.

14.

Ground Floor Level

West Elevation 1:4000

Mechanical Penthouse Rooftop Level

2. 3.

Rooftop Level Fourth Floor Level Third Floor Level

Second Floor Level

10. 1. 9.

Ground Floor Level

East Elevation 1:4000 4.

Mechanical Penthouse Rooftop Level

2. 5. 3.

North

1. Dentist and kinesitherapy reception 2. Medical center reception 1. 3. Kinesitherapy office Elevation 4. Dentist1:4000 office 5. Sanitation area 6. Client information storage 7. Employee change rooms 8. Dentist storage 9. Technical Room 10. Garbage room with separate hazardous material storage 11. Residence entrance with office directory 12. 2 bedroom, 2 bath, live/work duplex 13. Echography room 14. Paediatrician 4. 5. 15. Gynaecologist 3. 16. Dermatologist 17. General medicine 18. Infirmary reception 19. Infirmary rooms 20. Atelier reception 21. Atelier Storage 1. 22. Cutting room 23. Reparation atelier

13 ENODARE WINE TASTING ROOM COMPETITION 34.

19 RYERSON ARCHITECTURAL 2. SCIENCE BUILDING STUDY

Rooftop Level Fourth Floor Level Third Floor Level Second Floor Level Ground Floor Level

23 THE FOREST AND HERMÈS: Mechanical Penthouse Rooftop Level PARIS EXCHANGE Rooftop Level

Fourth Floor Level Third Floor Level Second Floor Level Ground Floor Level

MARKET CASE STUDIES UNDERGRADUATE OF ARCHITECTURAL SCIENCE SEMESTER 7 INDIVIDUAL What is the difference between a much beloved market and a grocery? Analysis of Les Halles in Paris, St.Lawrence Market in Toronto and Markethall in Rotterdam, has revealed that the most successful of markets - that is, the ones who have withstood the test of time - are the ones that invite the public to make the market a part of their everyday lives. Ample park land and the ability to make a space for people to meet are essential, otherwise the market might fall into the trap of becoming too overrun to be inviting, leading to a decline in public favour. Therefore, activated public space is essential for the durability of the market.

IT TAKES 18 TORONTOS TO FEED TORONTO

Green Belt Study: Protected area of forest, farmland and wetlands Green Belt Study: Developed area outside of toronto Greenspace Toronto Study: 35.1-77.4% greenspace Greenspace Toronto Study: 25.1-35% greenspace Greenspace Toronto Study: 15.1-25% greenspace Greenspace Toronto Study: 0-15% greenspace

Based off of the consensus that the average North American needs 4 acres of agricultural land per year to survive (4046.86m2/person), and the population of Toronto being 2.809 million people, it would take 113000 square kilometers of agricultural land to feed the population: 18 times the land area of Toronto. As such, to avoid sprawl, it is essential to rethink the relationship between the city and food, and reintroduce agricultural practices into the city.

TORONTO’S URBAN AGRICULTURE CULTURE + A NEW PARADIGM SHIFT Toronto has many urban garden initiatives, such as community gardens and allotment gardens. The most unique are programs like ‘in my backyard’, in which homeowners give city growers access to a portion of their backyards for growing produce, and as a result, get a portion of the yield. While these initiatives have landed Toronto on the map for urban agriculture, none make complete use of the greenspace available in the city. Indeed, Toronto is a very green city, not only with an abundance of trees and a variance in density, but also with the characteristic heritage green sites throughout and outside the city. The potential for a greener, more resourceful city, then, rests on, one, the ability to transport the produce from the multitudes of source locations and, two, a new typology of processing center that can merge seamlessly with the urban fabric. This project posits the use of drones as a future transportation resource - which means the cultivation spaces do not need to have access to large roadways that produce/livestock transportation would traditionally use. The Market, then can act as a central hub in which to sort and process the goods. The project proposes that this new typology be scattered to fit the transportation radius of these drones.

THE HILL: MARKET OF THE FUTURE UNDERGRADUATE OF ARCHITECUTRAL SCIENCE INDIVIDUAL SEMESTER 7

HILL

PATH

LIGHT

VIEWS

This project brief asked us to think about what markets will be like in the future. Centuries ago, agriculture played a symbiotic role with the built world. This proposal asks Toronto to reintroduce agricultural practices into and around the city and to rethink infrastructure systems for distributing and processing food.

1. 3.

1.Cleaning and Processing 2.Storage 3.Hydraulic Elevator/ Loading 4.Preservation Kitchen 5.Visitor’s Entrance 6.Ramp Entrance 7.Restaurant 8.Cafeteria/Gathering Space 9.Viewing Platform 10.Market 11.Park on a hill

4. 4.

LOWER-GROUND FLOOR

6. FIRST FLOOR

10.

8. 9.

11. SECOND FLOOR

SOUTH FACADE

Waterproof Membraine 1/2in Plywood Sheathing Tapered Polystyrene Insulation 1/2in Plywood Sheathing Aluminum Flashing

400mm Cast-in-Place Edge Beam Cast-in-Place Concrete Pilaster 250mm Rammed Earth 50mm steel rebar 100mm Extruded Polysytrene 250mm Rammed Earth

WALL SECTION 1:25

WEST FACADE

EAST FACADE

SYNTHESIS

The Hill seeks to attract the public by constructing, in the middle of the city, much sought after green space. The green roof will blend in seamlessly with the landscaping, creating a park that can be accessed throughout the year, thus attracting potential customers into the market.

VMC BLOCK 3: SCHEMATIC DESIGN

AIRPORT HEIGHT LIMIT : 396.25

TOWER A

59 STOREY RESIDENTIAL BUILDING

TOWER C

ROOF

GLAZING

55 STOREY RESIDENTIAL BUILDING

3900

MECH. 59th FLOOR

3250

ROOF

58th FLOOR 57th FLOOR

PERFORATED METAL RAILING GLAZING

53rd FLOOR

GLAZING

2.950 TYP.

52nd FLOOR

54th FLOOR 53rd FLOOR

TOWER B

52nd FLOOR 51st FLOOR

3250

IBI GROUP 2020-2021

55th FLOOR

46 STOREY RESIDENTIAL BUILDING

51st FLOOR 50th FLOOR

56th FLOOR

PERFORATED METAL RAILING

3250

54th FLOOR

PERFORATED METAL RAILING

3250

55th FLOOR

3900

MECH.

50th FLOOR 49th FLOOR

49th FLOOR

48th FLOOR

47th FLOOR

TOWER D

44th FLOOR

46th FLOOR

2.950 TYP.

40 STOREY RESIDENTIAL BUILDING

2.950 TYP.

45th FLOOR

2.950 TYP.

46th FLOOR

2.950 TYP.

38th FLOOR 37th FLOOR

37th FLOOR

36th FLOOR 3700

3700

36th FLOOR 35th FLOOR

40th FLOOR 39th FLOOR

PERFORATED METAL RAILING

38th FLOOR

35th FLOOR 34th FLOOR

34th FLOOR

33rd FLOOR

PERFORATED METAL RAILING

32nd FLOOR

GLAZING

30th FLOOR

31st FLOOR

188050

31st FLOOR

30th FLOOR

GLAZING

29th FLOOR

PERFORATED METAL RAILING

177550

28th FLOOR

27th FLOOR

26th FLOOR

25th FLOOR

24th FLOOR

23rd FLOOR

22nd FLOOR

22nd FLOOR 21st FLOOR 3250

20th FLOOR

3250

21st FLOOR

20th FLOOR

18th FLOOR

18th FLOOR 2.950 TYP.

2.950 TYP.

16th FLOOR

PROPERTY LINE

19th FLOOR PROPERTY LINE

19th FLOOR

17th FLOOR

17th FLOOR 16th FLOOR 15th FLOOR

14th FLOOR

COMMERCE STREET

15th FLOOR

SEAL

9th FLOOR

PERFORATED METAL FINS METAL PANEL

METAL PANEL

METAL & GLASS CANOPY

COMMERCIAL

ISSUES 1 ISSUED FOR SPA 2 ISSUED FOR OP. 19.006 & Z.19.017 3 ISSUED FOR SPA

DATE 9/7/2018 04/10/2019 21/10/2019

LOBBY/LOUNGE

REVISIONS

DATE

PEDESTRIAN MEWS

LOBBY/LOUNGE

3.250

METAL PANEL

7th FLOOR 6th FLOOR

2.950

METAL PANEL PERFORATED METAL FINS

5th FLOOR

3.700

CONNECTING BRIDGE

2.950

8th FLOOR

3250 2.950 3.700

4th FLOOR 3rd FLOOR 2nd FLOOR

10th FLOOR

PERFORATED METAL RAILING

3.500

5th FLOOR

3.700

6th FLOOR

2.5m WIND SCREEN

4.100

7th FLOOR

2.950

8th FLOOR

11th FLOOR

3.500

9th FLOOR

12th FLOOR

3.700

10th FLOOR

13th FLOOR

4.100

11th FLOOR

2.950 TYP.

12th FLOOR

2.950 TYP.

INTERCHANGE WAY

13th FLOOR

IBI GROUP ARCHITECTS 7th Floor-55 St. Clair Avenue West Toronto ON M4V 2Y7 Canada tel 416 596 1930 fax 416 596 0644 ibigroup.com

16.000

GLAZING

39th FLOOR

PEDESTRIAN MEWS / NORTH COMMERCIAL LEVEL (201.40) ESTABLISHED GRADE (199.90)

41st FLOOR

VMC Block 3 is a flagship condominium in the GTA. Part of the rapid development at the end of line 1 of the TTC, its goal is to be iconic amongst the new construction. Along with updating the drawings for SPA, including studies on bird-friendly treatment and green roof, I was also tasked with helping the team by analyzing iterations of the facade. With every iteration we needed to analyze balcony types in order to determine the complexity of the construction. As well, we needed to consolidate the fluid design of the facade along with the unit layout. I was tasked with modeling the design in BIM, with a good understanding of revit, in order to streamline the analysis.

44th FLOOR

42nd FLOOR

PERFORATED METAL RAILING

42nd FLOOR

40th FLOOR

45th FLOOR

43rd FLOOR

4th FLOOR 3rd FLOOR 2nd FLOOR PEDESTRIAN MEWS / NORTH COMMERCIAL LEVEL (201.40) ESTABLISHED GRADE (199.90)

COMMERCIAL

VAUGHAN METROPOLITAN CENTRE BLOCK 3 NORTH

NORTH ELEVATION - HIGHWAY 7

PROJECT NO. 116722 SCALE 1:300

PERSPECTIVES BY IBI VISUALIZATION TEAM.

ENODARE: WINE TASTING ROOM COMPETITION

VEHICHLE ACCESS TERRACE AREA TOUR OF VINEYARD IMPORTANT BUILDINGS WINE TASTING PAVILLION

MONTE D’ORIO WINE TASTING ROOM COMPETITION ANA ENE, ANNA KOSICHENKO JULY 2020 Quinta de Monte d’Orio partnered with Beebreeders Competitions to invite architects and amateurs alike to consider a pavilion that would provide people with a inspiring space to taste wine and look out into the vineyard. The brief emphasized constructibility and an aesthetic that complimented the local, organically sourced product. As such, we proposed to use local terra cotta materials with a form that blended into the vernacular. However, we wanted to stretch the material to its limits, structurally, creating an interesting play of light and texture.

ODARE

UCTION

amentally arly tied thetasting land. It’s yearlyof a wine challenge oom, such of a to wine space. The challenge room, such atasting space.room, The challenge of a wine tasting room, ople pendent on the earth andthe the people of the such gap between then, is to the bridge utility ofgap suchbetween then, theisutility to bridge of such the gap between the utility of such he architecture a winery ugal, intrigue architecture of a of visitor. and Portugal, thehas, intrigue of aarchitecture visitor. Portugal, and the intrigue of a visitor. Portugal, has always spoken to countless this managed need, managed ess conveniently, this duality has this duality conveniently, countless has managed this duality countless ways rooted in its and and cular history, and times being throughout at vernacular once vernacular history, being at times oncethroughout vernacularhistory, and being at once vernacular and ater is utilitarian, untiland the bright aspect ofway aintriguing. ght way and intriguing. utilitarian What better and utilitarian What better and bright way and intriguing. What better way set oom thethan picture: a fresh, unlearned setof a wine hallenge to ofapproach a wine tasting the challenge room than to approach tasting room the challenge than of a wine tasting room than sty of necessarily see the rationality of as l’snot vernacular to lookastoprecedent. Portugal’s vernacular toprecedent. look to Portugal’s vernacular as precedent.

COMPRESSION: A HUMBLE ENTRANCE

ACTIVITY: WINE TASTING AREA

PANORAMA: SHADED TERRACE FOR VIEWS

LIGHT AND MATERIAL EXPRESSION LIGHT AND MATERIAL EXPRESSION ENODARE’S CONSTRUCTION IS DESIGNED TO CREATE

LIGHT AND MATERIAL EXPRESSION

Enodare’s construction designed toTHE create tension TENSION BETWEEN MASSisAND LIGHT. FORM WAS KEPT between mass and light. The form was kept as pureINTO THE AS PURE AS POSSIBLE, ALLOWING LIGHT TO FILTER as possible, allowing light to filter into the space in SPACE IN STRATEGIC WAYS. THE EXPRESSION OF THE strategic ways.MATERIAL The expression of the construction CONSTRUCTION IS THEN CAREFULLY AND material is INTRODUCED: then carefully and selectively introduced: SELECTIVELY AT TIMES EXPOSED, LIKE at THE times exposed, like the load-bearing walls, and at LOAD-BEARING BRICK WALLS , AND ATbrick TIMES CONCEALED, times concealed, like the rigid steel roof framing. Thus, LIKE THE RIGID STEEL ROOF FRAMING. THUS, AN EXPERIENCE an experienceAND of familiarity and intrigue is created, OF FAMILIARITY INTRIGUE IS CREATED, AS THE as the construction putsON onAaSEEMINGLY seemingly impossible show. CONSTRUCTION PUTS IMPOSSIBLE SHOW.

SKYLIGHT STRIPS FIT IN BETWEEN ISOLATED STRUCTURAL BAYS TO LET DAYLIGHT BOUNCE DEEPER INTO THE SPACE. AT NIGHT, IMBEDDED LIGHT STRIPS ADD A SIMILAR EFFECT.

PERFORATED BRICK WALL CONSTRUCTION

BRICK VENEER CARRIED TO THE ROOF AND CEILING DETAILS, CREATING A SERIES OF SEAMLESS BRICK BANDS THAT BREAK UP THE SPACE

RIDGID STEEL FR

REINFORCING BA ANGLE IRON

STANDARD SIZE B CORE HOLES

STEEL DECK

ANGLE IRON WELD

FIBERGLASS INSULATION IS PLACED BETWEEN STEEL FRAMING TO RESIST HEAT LOSS THROUGH ROOF IN WINTER MONTHS

REBAR CAST INTO CONCRETE FOUN

CONCRETE FOUND WINDOW WALL

CONCRETE FOOTI

ROOF EAVE DETAIL STEEL ROOF FRAMING IS HIDDEN BETWEEN INTERIOR AND EXTERIOR FINISHES, CREATING A LIGHTWEIGHT, SPANNING FORM

BRICK VENEER FLASHING

BRICK TIE WEATHER BARRIER LOOK-OUT WINDOW

CONCRETE FOUNDATION

PERFORATED BRICK MESH

STEEL DECK BATT INSULATION PLYWOOD SHEATHING BOARD BACKET BRICK TILE BEARING PLATE

DOUBLE WYTHE LOAD-BEARING BRICK

RAME

BRICK WITH

DED

O NDATION

DATION

ING

K WALL

DIAGRAM

SYNTHESIS

Enodare’s creative response is in its name. It seeks to clarify the logic of the land in form, material and function. By looking to the surrounding context, it was clear to see that massive forms dominated the landscape, both in the large industrial forms of the winery and white stucco-walled and terra cotta-tiled homes scattered throughout. Enodare seeks to respect the surrounding context while also creating intrigue. By introducing framing elements of construction, one can lighten up the otherwise compressive materials, and create seemingly impossible pure, light form. Thus, as the guest moves through the space, Enodare transforms from a compressive, massive form to a lightened, airy one, unraveling the magnificent view to the vineyards

“Imagine yourself completed the to the magnificent e your final destina shortens, you see its brass detailing even more. A sma feel the heaviness

SOUTH-NORTH SECTION SCALE 1:75

PLAN DIAGRAM NORTH-SOUTH SECTION 17

SCALE 1:75

FLOOR PLANS AN

f as a visitor, novice to the magic of wine-making. Having our of the winery you feel the urge to finally experience elixir you have learned so much about. While walking to ation you spot a small form in the distance. As distance e the humble entrance. It’s intriguing and ornate, with g and playful brick wall. As you enter, your interest peaks all compressive space awaits you, and you can almost s of the green tiled ceiling above.

ND INTERIOR RENDER BY ANNA KOSICHENKO

EXPERIENCE

The space can be divided into four zones: entrance, bar, dining and patio. The central corridor seeks to bring emphasis to the vineyards and create a sense of direction. Elevated and narrow entrance area prepares the guest for the expansive lit dining and bar area upfront. While dining area locates a series of lit tables, and the bar provides more intimate seating and is connected to the discrete storage space. This allows the host to carry transactions without leaving Enodare’s about. Furthermore, the south entrance is accessed through the paved path and leads one to the outdoor patio shaded by perforated brick. It can be used during warmer months to increase space’s capacity from 31 to 45 patrons and bring a new outdoor dimension to the wondrous wine tasting experience at Monte D’Oiro.

But still, the group presses on, and amidst the huddle of people you fail to see the glimmer of light on the other side. Thus, it surprises you when the walls open up and you are suddenly in a vast room, full of light and colour. The heavy rough walls split and bend over backwards. As you sit down, you cannot help but turn towards the soaring glass wall at the end of the room, where the landscape stretches out before you. The feeling of familiarity and humility you once felt is replaced now with possibility and excitement. The fruit of the land is, at lats, placed in front of you: It’s transparent vessel is lit from underneath making the experience feel like something you’ve never felt before. And as you enjoy your first to last sip of wine from the land, you now understand the dichotomy between the fruit of the land and the beauty of nature that bore it.”

was one of Thom’s last projects before his death in 1986. The ancy, the institutional building, for 37 years. However, there building started to serve the master of architectural science ogram students were required as the building was not serving the past. Floor Plans below show the change in the wall, size

rooms are merged into building RYERSON science lab ARCHITECTURAL

SCIENCE BUILDING:

wo Classrooms are merged nto a big lecture room

Printing room, dark rooms are merged into building science lab

STUDY OF ENVELOPE AND ENVIRONMENTAL SYSTEMS

UNDERGRADUTE STUDIES SABRINA GUGLIETTI, INHYE JEONG, ANA ENE SEMESTER 7 The study of the architectural science building at Ryerson University revealed the need for a rethinking of the envelope and the environmental systems. Student experiences revealed an inconsistency in environmental quality throughout the building, with some work areas reported being uncomfortably warm or cool for most of the year, and some rooms Student Lounge is changed to Workshop notorious for lack of proper ventilation. Research into the environmental systems of the building revealed a steam pipe running into the building from Kerr hall under, prompting the discovery of a campus wide heat distribution system. Retrofit of the building would have to consider whether or not to implement the existing campuswide integration. This wall is

d to Workshop

moved to Analysis of winter and summer conditions revealed create a studio high potential for condensation on the face of the space exterior concrete panel, windows and doors, and foundation. Any integration of the current facade system would have to take into account adequate drying and/or drainage of these areas.

Infrared images reveal faults in the thermal continuity of the envelope system, including lack of continuity of insulation of foundation, concrete panels, lack of window sill causing wetting of concrete panel, and space replaces two spaces lack of thermal break in Exhibition the mullions. 19 for studio support

Mechanial Room Steam Expansion Tank Sprinkler Pump System Boiler (KHS basement) Chiller (Library Basement)

Mechanial Room

Cooling Tower

Mechanical Room Ventlation

Steam Expansion Tank

Foundation

1. FOUNDATION: LACK OF CONTINUITY OF INSULATION 1. lack of continuity continuity of insulation edgeof 1. Foundation: Foundation: lack at of panel continuity of insulation insulation

Mechanical Penthouse Rooftop Level

2. 4.

1. 2.

2. 4. 4.

West Elevation 1:4000 Landscape East Facade, to Second floor Landscape to foundation foundation

Foundation West Facade, Third Floor Foundation

West Facade, Fourth Floor

West Elevation 1:4000

2. Concrete panel: lack continuity insulation panel edge 2. LACK OFof CONTINUITY OFof ATat PANEL EDGE 2.CONCRETE ConcretePANEL: panel: lack of continuity ofINSULATION insulation at panel edge

1. 2.

West Elevation 1:4000 4.

1. 2.

West Elevation 1:4000 4.

East Elevation 1:4000 1.

East Elevation 1:4000 East East Facade, Facade, First First floor floor

East East Facade, Facade, Second Second floor floor

3. OF WINDOW SILL 3. Lack window sill break 3.WINDOW: Lack of of LACK window sill

West West Facade, Facade, Third Third Floor Floor

East Elevation 1:4000

2. 2.

2. West West Facade, Facade, Fourth Fourth Floor Floor

East Elevation 1:4000

2. 5.

North Elevation 1:4000 3.

North Elevation 1:4000

North Elevation 1:4000 1.

South Facade, emergency exit South Facade, exit East facade, first emergency floor

West facade, second floor

North Elevation 1:4000

4. 4. Mullion: lack thermal break 4.MULLION: Mullion:LACK lackOFof ofTHERMAL thermalBREAK break

3. 3.

South Elevation 1:4000 3.

South Elevation 1:4000 South Elevation 1:4000 Smoke Smoke vent, vent, lower lower atrium atrium West facade, second floor

East East facade, facade, first first floor floor West facade, second floor

South Elevation West facade, second floor West facade, second1:4000 floor

TAKEN BY MASTERS OF BUILDING SCIENCE STUDENTS ON 2018-11-23 AS PART OF A SIMILAR STUDY

5. Spandrel Panels

Rooftop Level Third Floor Level Mechanical Penthouse Rooftop Level Fourth Floor Second FloorLevel Level Rooftop Level Mechanical PentThird Floor Level Ground Floor Level house Rooftop Level Fourth Floor Level Second RooftopFloor LevelLevel Third Floor Level Ground Floor Level Mechanical PentFourth Floor Level SecondRooftop Floor Level house Level Third Floor Level Rooftop Floor LevelLevel Ground Mechanical PentSecond Floor Level house Level Fourth Rooftop Floor Level Ground Floor Level Rooftop Level Third Floor Level Mechanical Penthouse Rooftop Level Fourth SecondFloor FloorLevel Level Rooftop Level Mechanical PentThird Floor Level Ground Floor Level house Rooftop Level Fourth Floor Level Second RooftopFloor LevelLevel Third Floor Level Ground Floor Level Level Fourth Floor Second Floor Level Third Floor Level Ground Floor Level Mechanical PentSecond Floor Level house Rooftop Level Rooftop Ground Level Floor Level Mechanical Penthouse Level Fourth Rooftop Floor Level

Rooftop Level Third Floor Level Mechanical Penthouse Rooftop Level Fourth SecondFloor FloorLevel Level Rooftop Level Mechanical PentThird Floor Level Ground Floor Level house Rooftop Level Fourth Floor Level Second RooftopFloor LevelLevel Third Floor Level Ground Floor Level Level Fourth Floor Second Floor Level Third Floor Level Ground Floor Level Second Floor Level

Rooftop Level Third Floor Level Mechanical Penthouse Rooftop Level Fourth SecondFloor FloorLevel Level Rooftop Level Mechanical PentThird Floor Level Ground Floor Level house Rooftop Level Fourth Floor Level Second RooftopFloor LevelLevel Third Floor Level Ground Floor Level Level Fourth Floor Second Floor Level Mechanical PentThird Floor Level house Level GroundRooftop Floor Level Second Level Floor Level Rooftop Mechanical PentGround FloorLevel Level house Rooftop Level Fourth Floor

Rooftop Level Mechanical Penthouse Level Fourth Rooftop Floor Level

Ground Floor Level

Permability, m m Permability, (ng/Pa*s*m) (ng/Pa*s*m) Permability, m (ng/Pa*s*m) 0.400 -

0.043 15.000

949.317 954.100

82.183 77.400 82.183

-19.99 -19.968 -19.01

103.2 103.2 113

79.63 75.00 72.73

0.043 Resistance, Rv Rv Resistance, (Pa*s*m^2/ng) (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 2.500 0.008 0.000 2.500 2.500 0.000 0.008

949.317 Pressure Pressure Difference (Pa) (Pa) Difference Pressure Difference (Pa) 477.050 954.100 0.000 477.050 477.050 0.000 954.100

82.183 Pressure Pressure (Pa) (Pa) Pressure 1031.500 1031.500 (Pa) 1031.500 1031.500 1031.500 554.450 1031.500 77.400 554.450 554.450 77.400

-19.99 Temperature Temperature (C) (C) Temperature 18 18 (C) 11.244 -12 18 11.076 11.244 -12.75 -18.199 11.076 -20

103.2 Saturated Saturated Pressure (Pa) (Pa) Pressure Saturated 2063 2063 Pressure (Pa) 1350 217.2 2063 1312 1350 200 122 1312 103.2

79.63 Relative Relative Humdity (%) (%) Humdity Relative 50.00 50.00 Humdity (%) 76.41 474.91 50.00 42.26 76.41 38.70 454.47 42.26 75.00

5.000 Resistance, Rv (Pa*s*m^2/ng) 5.000 Permeance, M Resistance, Rv (ng/Pa*s*m^2) 18.800 (Pa*s*m^2/ng) 0.053 Permeance, M Resistance, Rv (ng/Pa*s*m^2) 30.667 (Pa*s*m^2/ng) 0.033 0.021 47.600

954.100 Pressure Difference (Pa) 954.100 Pressure Difference (Pa) 590.116 Pressure Difference (Pa) 361.767

Permeance, M M Permeance, (ng/Pa*s*m^2) (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 0.400 133.333 0.000 0.400 0.400 0.000 0.400

2.500

Permability, m Permeance, M (ng/Pa*s*m) (ng/Pa*s*m^2) Permability, m (ng/Pa*s*m) 4.700 Permability, m (ng/Pa*s*m) 2.300 0.003 0.003 Permability, m (ng/Pa*s*m) Permability, m (ng/Pa*s*m) Permability, m 4.700 (ng/Pa*s*m) 31.500 0.003 31.500

ow Grade)0.003

0.021

47.600 0.086 47.600

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) Permeance, M 15.667 (ng/Pa*s*m^2) 1657.895

477.050

-18.199 -18.367

Resistance, Rv 47.600 (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) Difference (Pa) (Pa) 1031.500 (C) 18 Resistance, Rv Pressure 1031.500 Temperature 18 0.064 951.563 Pressure 1031.500 5.905 (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) 0.001 0.863 1031.500 2.221 1031.500 18 79.938 -17.004 1.500 0.667 953.623 1030.637 -16.148 1657.895 0.001 0.863 1031.500 2.221 0.064 951.563 79.938 -19.968 1.500

0.667

953.623

0.667 Resistance, Rv (Pa*s*m^2/ng) 0.667 Permability, m Permeance, M Resistance, Rv (ng/Pa*s*m) 0.043 4.700 (ng/Pa*s*m^2) 23.500 (Pa*s*m^2/ng) Permability, m Permeance, M Resistance, Rv 0.043 (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) low Grade) 0.003 0.067 15.000 Permability, m Permeance, M Resistance, Rv (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) 0.003 0.067 15.000

954.486 Pressure Difference (Pa) 954.486 Pressure Difference (Pa) 751.905 Pressure 751.905 Difference (Pa)

Permability, m Permeance, M (ng/Pa*s*m) (ng/Pa*s*m^2)

4.700

554.450 77.400

77.400 Temperature-20 Pressure -18.367 (Pa)77.400 (C) 77.400 -20 1031.500 Pressure Temperature 18 (Pa) 1031.500 (C) 16.441 Pressure 1031.500 Temperature 18 (Pa) 441.384 (C) 13.981 18 954.100 1031.500 11.326 79.617 -19.618 954.100 1031.500 11.326 77.400 -18.367 951.883 79.617 -19.995 954.100 77.400 -19.996 77.400 -18.367 Pressure Pressure Temperature 954.100 77.400 -19.996 Difference Pressure (Pa) (Pa) Pressure (C) Temperature

23.500

Permability, m Permeance, M 2.300 92.000 (ng/Pa*s*m) (ng/Pa*s*m^2) Permability, m Permeance, M (ng/Pa*s*m) (ng/Pa*s*m^2) 0.400 133.333 Permability, m Permeance, M (ng/Pa*s*m) (ng/Pa*s*m^2) 0.400 133.333

1030.637 77.014

122 120

454.47 64.50

Saturated 103.2 Relative 75.00 120 Humdity (%) 64.50 Pressure (Pa) 103.2 75.00 Saturated 2063 Relative 50.00 Pressure (Pa) 1870 Humdity (%) 55.16 Saturated 2063 Relative 50.00 Pressure (Pa) 1590 Humdity (%) 27.76 2063 50.00 1350 76.41 107 74.41 1350 76.41 120 64.50 103.2 77.15 103.2 120

75.00 64.50

Saturated Relative 103.2 75.00 Pressure Saturated(Pa) Humdity Relative (%) Pressure (Pa) 2063 Humdity (%) 50.00 Saturated 2063 50.00 900 Relative 114.61 Pressure (Pa) Humdity (%) 710 145.28 2063 50.00 137.1 58.31 148 696.38 710 145.28 103.2 77.46 -16.148 148 696.38 -16.154 52.04

77.014 Temperature -19.967 Pressure -16.154 (Pa)77.014 (C) 77.014 -19.967 1031.500 Pressure Temperature 18 (Pa) 1031.500 (C) 5.868 Pressure 1031.500 18 279.595 Temperature -9.451 (Pa) (C)

Saturated 103.2 Relative 74.63 148 Humdity (%) 52.04 Pressure (Pa) 103.2 74.63 Saturated 2063 Relative 50.00 Pressure (Pa) (%) 900 Humdity 114.61 Saturated 271.7 2063 Relative 102.91 50.00 Pressure (Pa) Humdity (%)

18 2063 50.00 954.100 1031.500 5.045 871.9 118.30 Pressure Pressure Temperature Saturated Relative Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) 954.100 1031.500 5.045 871.9 118.30 77.400 -16.837 140 55.29 1031.500 18 2063 50.00 15.000 954.100 77.400 -19.968 103.2 75.00 0.043 610.036 1031.500 15.09 1710 60.32 77.400 -16.837 140 55.29

15.000 954.100 Resistance, Rv Pressure 0.011 155.824 (Pa*s*m^2/ng) Difference (Pa) 0.053 765.861 Resistance, Rv Pressure (Pa*s*m^2/ng) Difference (Pa) 0.008 954.100 Resistance, Rv Pressure (Pa*s*m^2/ng) Difference (Pa) 0.008 954.100

77.400 -19.968 Pressure 421.464 Temperature 11.416 (Pa) (C) 265.639 -9.49 Pressure 1031.500 Temperature 18 (Pa) (C) 1031.500 -12 Pressure 1031.500 Temperature 18 (Pa) (C) 1031.500 -12 77.400 -12.75 1031.500 18 77.400 -20 1031.500 14.241 77.400 -12.75 268.955 -9.487 77.400 -20 Pressure Temperature (Pa) (C) Pressure 1031.500 Temperature 18 (Pa) (C) 1031.500 16.441 1031.500 18

103.2 75.00 Saturated 1350 Relative 31.22 Pressure (Pa) Humdity (%) 271.7 97.77 Saturated 2063 Relative 50.00 Pressure (Pa) Humdity (%) 217.2 474.91 Saturated 2063 Relative 50.00 Pressure (Pa) Humdity (%) 217.2 474.91 200 38.70 2063 50.00 103.2 75.00 1610 64.07 200 38.70

4.700

18.800

0.008 0.053

954.100 762.545

Permability, m (ng/Pa*s*m) Permability, m (ng/Pa*s*m) 4.700

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 18.800

0.053 0.008 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.053

762.545 954.100 Pressure Difference (Pa) Pressure Difference (Pa) 590.116

4.700 2.300

18.800 30.667

0.053 0.033

590.116 361.767

1031.500 441.384

2.300

30.667

0.033

361.767

441.384 79.617

0.086

951.883

79.617 79.617

-19.995 -19.618

103.2 107

77.15 74.41

Permability, m (ng/Pa*s*m) Permability, m (ng/Pa*s*m) 4.700

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 15.667

0.086 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.064

951.883 Pressure Difference (Pa) Pressure Difference (Pa) 951.563

79.617 Pressure (Pa) Pressure 1031.500 (Pa) 1031.500 1031.500

-19.995 Temperature (C) Temperature 18 (C) 5.905 18

103.2 Saturated Pressure (Pa) Saturated 2063 Pressure (Pa) 900 2063

77.15 Relative Humdity (%) Relative 50.00 Humdity (%) 114.61 50.00

4.700

15.667

0.064

951.563

1031.500 79.938

5.905 -17.004

900 137.1

114.61 58.31

0.064

951.563

79.938 79.938

-19.968 -17.004

103.2 137.1

77.46 58.31

0.064 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.043

951.563 Pressure Difference (Pa) Pressure Difference (Pa) 751.905

79.938 Pressure (Pa) Pressure 1031.500 (Pa) 1031.500 1031.500 751.905 279.595 751.905 1031.500

-19.968 Temperature (C) Temperature 18 (C) 5.868 18 -9.451 5.868

103.2 Saturated Pressure (Pa) Saturated 2063 Pressure (Pa) 900 2063 271.7 900

77.46 Relative Humdity (%) Relative 50.00 Humdity (%) 114.61 50.00 102.91 114.61

ow Grade)

Permability, m Permeance, M ow Grade) (ng/Pa*s*m) (ng/Pa*s*m^2) Permability, m Permeance, M (ng/Pa*s*m) (ng/Pa*s*m^2) 4.700 23.500

271.7 103.2 Saturated Pressure (Pa) Saturated 2063 Pressure (Pa) 1870 2063

98.99 75.00 Relative Humdity (%) Relative 50.00 Humdity (%) 55.16 50.00

16.441 13.981

1870 1590

55.16 27.76

13.981 -19.618

1590 107

27.76 74.41

4.700 low Grade)

23.500

0.043 0.043

Permability, m low Grade) (ng/Pa*s*m) Permability, m (ng/Pa*s*m) 4.700

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 23.500

0.043 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.043

751.905 Pressure Difference (Pa) Pressure Difference (Pa) 610.036

279.595 Pressure (Pa) Pressure 1031.500 (Pa) 1031.500 1031.500

-9.451 Temperature (C) Temperature 18 (C) 15.09 18

271.7 Saturated Pressure (Pa) Saturated 2063 Pressure (Pa) 1710 2063

102.91 Relative Humdity (%) Relative 50.00 Humdity (%) 60.32 50.00

4.700 2.300

23.500 92.000

0.011 0.043

155.824 610.036

1031.500 421.464

15.09 11.416

1710 1350

60.32 31.22

2.300

92.000

0.053 0.011

765.861 155.824

265.639 421.464

-9.49 11.416

271.7 1350

97.77 31.22

Permability, m (ng/Pa*s*m) Permability, m (ng/Pa*s*m) 4.700

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 18.800

0.053 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.053

765.861 Pressure Difference (Pa) Pressure Difference (Pa) 762.545

4.700

18.800

0.053 0.053

265.639 Pressure (Pa) Pressure 1031.500 (Pa) 1031.500 1031.500 762.545 268.955 762.545 1031.500

-9.49 Temperature (C) Temperature 18 (C) 14.241 18 -9.487 14.241

271.7 Saturated Pressure (Pa) Saturated 2063 Pressure (Pa) 1610 2063 271.7 1610

97.77 Relative Humdity (%) Relative 50.00 Humdity (%) 64.07 50.00 98.99 64.07

0.053

762.545

-9.487

271.7

98.99

268.955

condensation various PROFILES parts of the MOISTURE in ENVELOPE question. condensation in various parts of the envelope. This is evidenced by the s 1.WALL is evidenced by envelope. This the s EXTERIOR WINDOW taken on a cold, dry winter day, North Elevation 1:4000 taken on a cold, dry winter day, whic whic condensation in between glass pane condensation in between glass 5.pane water retention 3.in the pre-cast concre 4. water retention in the pre-cast concre the window sill and near the jo WALL ASSEMBLY under under the window sill and near the jo SECITON changed to the program shows a gro changed to the program2.shows a gro need for workspace for the students. 4. need for workspace for the students. 5. 3. changes, the viability of the environm West Elevation 1:4000 changes, the viability of the environm systems currently in place is brought systems currently in place is brought MOISTURE ENVELOPE PROFILES question. MOISTURE ENVELOPE PROFILES question.

0.043 1640.336 2961.836 29.998 4243 69.81 0.043 738.420 504.580 2970.100 29.993 4243 70.00 15.000 742.140 500.860 Polystyrene 0.075 2.300 30.667 15.000 0.0331648.600 361.767 441.384 13.981 27.76 0.075 2.300 30.667 0.033 625.101 2341.168 Air Film 79.617 29.792-19.618 107 70.52 74.41 Film Polystyrene Film 2966.270 FilmOutdoor 2961.836 4200 1590 504.580 Window: Glazing Path Window: Glazing Path Door: Glazing Path Door: Glazing OutdoorPath Air 79.617 29.998-19.995 77.15 0.086 1644.770 2966.270 0.043 0.0861640.336 951.883 2961.836 4243 103.2 69.81 0.043 738.420 504.580 Thickness, Permability, m m Permeance, Permeance, M M Resistance, Resistance, Rv Rv Pressure Pressure Pressure 79.617 Temperature -19.618 Saturated Relative Thickness, Permability, m m Permeance, Permeance, M M Resistance, Resistance, Rv Rv Pressure Pressure Thickness, Permability, Pressure Temperature Saturated Relative Thickness, ll Permability, Outdoor Air Film 107 74.41 Film 2966.270 Foundation (Above Grade) Foundation (Above Grade)(ng/Pa*s*m) Window: Glazing Path Window: Glazing Path Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) Element (m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) 951.883 (Pa) (C) Pressure (Pa) Humdity (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) 0.086 79.617 -19.995 103.2 (%) 77.15 Element 0.086 1644.770 2966.270 Thickness, Permability, m Permeance, M Resistance, Rv PressurePressure Pressure Temperature Saturated Thickness, Permability, Permeance, Resistance, Pressure Pressure Permability, m Permeance, M Resistance, Rv Pressure Temperature l Permability, m mPermeance, M MResistance, RvRvPressure Indoor Air Air Film Film -Thickness, 1321.500 22 Saturated 2643 RelativeRelative 50.00 Indoor Air Air Film Film --Thickness, 1243.000 Indoor 1321.500 22 2643 50.00 Indoor 1243.000 Foundation (Above Foundation Element l (m) (ng/Pa*s*m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) (C) Pressure (Pa) Humdity (%) Element l (m)Grade)(ng/Pa*s*m) (ng/Pa*s*m) (ng/Pa*s*m^2) (ng/Pa*s*m^2)(Pa*s*m^2/ng) (Pa*s*m^2/ng)Difference Difference (Pa)Pressure (Pa) Element l (m) Grade) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) Pressure (Pa) Humdity (%) Element (m)(Above (Pa) (Pa) Glass 0.003 0.400 2.500 824.300 1321.500 23.422 2880 45.89 Glass 0.003 0.400 2.500 371.070 1243.000 Glass 0.003 0.400 133.333 0.008 1648.600 1321.500 28.316 3880 34.06 Glass 0.003 0.400 m Permeance, 133.333M Resistance, 0.008Rv Pressure 742.140 1243.000 Pressure Permability, Pressure Indoor Air Film-Thickness, Permability, m Permeance, M Resistance, Rv Pressure 1321.500 1031.500 Temperature 18 Saturated 50.00 Indoor Air Indoor 1321.500 Indoor Air Film 22 2643 2063 Relative 50.00 FilmAir -Film Thickness, 1243.000 Air Space 0.013 0.000 0.000 0.000 2145.800 2880 (Pa) Humdity 74.51 Air Space 0.013 - (ng/Pa*s*m) 0.000 0.000 0.000 Outdoor Air Outdoor Air Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C)23.458 Pressure (%) Element l (m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) 871.930 Concrete 4.700 1031.500 23.422 5.905 900 45.89 114.61 Glass Concrete 0.300 4.700 15.667 0.064 1644.215 1321.500 Glass 0.003 -0.300 0.400 15.667 2.500 0.064 824.300 951.563 1321.500 2880 0.003 0.400 2.500 371.070 1243.000 Film 2970.100 3900 500.860 Glass 0.003 0.400 2.500 824.300 2145.800 29.621 4130 2063 76.16 51.96 Glass Indoor Air -Film - 0.003 0.400 2.500 371.070 871.930 Indoor Air Film1031.500 28.474 18 50.00 Film 1321.500 Outdoor Air Air Space 0.013 0.000 0.000 0.000 2145.800 23.458 2880 74.51 Air Space 0.013 0.000 0.000 0.000 871.930 0.008 2970.100 30 5.905 4243 0.008 742.140 500.860 Outdoor Air Air Film Air Concrete 0.300 4.700 15.667 0.0641648.600 951.563 1031.500 900 70.00 114.61 Concrete 0.300 4.700 15.667 0.064 1644.215 1321.500 Outdoor 79.938 -17.004 137.1 58.31 OutdoorFilm 2965.715 Glass 0.003 0.400 2.500 824.300 2145.800 29.621 4130 51.96 Glass 0.003 0.400 2.500 371.070 871.930 Film 2970.100 29.656 4150 71.57 Film 500.860 Roof Roof Outdoor Air 0.064 951.563 79.938 -19.968 103.2 77.46 0.064 1644.215 2965.715 50mm Precast Concrete Outdoor Air Air Film Air 5.000 1648.600 Pressure 2970.100 30-17.004 5.000 742.140 500.860 Thickness, Permability, m Permeance, M Resistance, Rv Pressure Temperature Saturated 4243 Relative Thickness, l Permability, m Permeance, M Resistance, Rv Pressure Outdoor 79.938 137.1 70.00 58.31 OutdoorFilm 2965.715 Composite Panel Path (Below Grade) Foundation: (Below Grade) FilmFoundation: Concrete 2970.100 (C) 29.656 Pressure (Pa) 4150 Humdity71.57 Film - Concrete Path 500.860 Element l- (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (%) Element (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) Window: Frame Path Window: Frame Path 0.064 951.563 79.938 -19.968 103.2 77.46 0.064 1644.215 2965.715 25mm Extruded Pressure Polystyrene Thickness, Permability, m Permeance, M Resistance, Rv 1648.600 Pressure 2970.100 Pressure Temperature Saturated Relative Thickness, Permability, m Permeance, M Resistance, 5.000 30 4243 70.00 5.000Rv Pressure 742.140 500.860 Indoor Air Film Concrete -Thickness, 1321.500 22 2643 50.00 Indoor Air Film -Thickness, 1243.000 Permability, m Permeance, M Resistance, Rv Pressure Pressure Saturated Permability, m Permeance, M Resistance, Rv Pressure Foundation: Path (Below Grade) Foundation: Concrete (Below Grade) Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) Temperature (C) PressureRelative (Pa) Humdity (%) Element l (m)l Path (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) 100mm Concrete Window: Slab Frame Path Window: Slab Frame Path Element l (m) 0.250 (ng/Pa*s*m) (Pa) (Pa)1321.500 (C) (%) Element (m) (Pa) Pressure (Pa) Concrete 4.700 (ng/Pa*s*m^2) 18.800 (Pa*s*m^2/ng) 0.053 Difference 1019.668 22.328 Pressure (Pa) 2700 Humdity48.94 Concrete 0.250 (ng/Pa*s*m) 4.700 m(ng/Pa*s*m^2) 18.800M(Pa*s*m^2/ng) 0.053RvDifference 459.018 1243.000 Pressure Permability, Permeance, Resistance, Pressure Pressure Indoor Air Film -Thickness, Permability, m Permeance, M Resistance, Rv Pressure 1031.500 Temperature 18 Saturated 2063 Relative 50.00 Indoor Air Film Thickness, 1321.500 m Permeance, M Resistance, Rv Pressure Pressure Permability, m Permeance, M Resistance, Rv Pressure Indoor Air Film Thickness, 1321.500 2643 Relative 50.00 Indoor Air Film -Thickness, Extruded Extruded Element l (m) Permability, (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) (Pa) (Pa) Temperature (C) 22 Saturated Pressure (Pa) Humdity (%) Element l (m)l (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) (Pa) (Pa) 1243.000 0.043 Difference 0.043 Difference 2056.903 Concrete 0.200 4.700 23.500 1031.500 5.868 900 (%) 114.61 ElementConcrete (m) 0.200 4.700 23.500 1321.500 Element l (m) 0.075 (ng/Pa*s*m) (Pa) 751.905 (Pa)2341.168 (C) Pressure (Pa) (ng/Pa*s*m) (Pa) Pressure (Pa) Polystyrene 2.300 (ng/Pa*s*m^2) 30.667 (Pa*s*m^2/ng) 0.033 Difference 625.101 2740 Humdity 2.300 (ng/Pa*s*m^2) 30.667 (Pa*s*m^2/ng) 0.033 Difference 281.398 783.982 Aluminum Aluminum Indoor Air Film 1031.500 22.846 18 2063 85.44 50.00 Polystyrene Indoor Air Film - 0.075 1321.500 0.043 751.905 279.595 -9.451 271.7 102.91 0.043 2056.903 3378.403 Indoor Air Film 1321.500 22 2643 50.00 Indoor Air Film 1243.000 Frame Air 0.119 0.003 0.021 47.600 1648.600 23.405 2880 45.89 Frame Air 0.119 0.003 0.021 47.600 742.140 Outdoor Outdoor 0.043 751.905 1031.500 0.043 2056.903 Concrete 0.200 4.700 23.500 5.868 900 114.61 Concrete 0.200 4.700 23.500 1321.500 INSIDE Film 2966.270 29.92 4200 70.63 Film - Insulation OUTSIDE 502.584 Foundation: Insulation Path (Below Grade) Foundation: Path (Below Grade) Aluminum Aluminum Outdoor Air Outdoor Air 0.0431648.600 751.905 279.595 23.405 0.043 2056.903 3378.403 Frame 0.119 0.003 0.021 47.600 1321.500 2880 45.89 Frame 0.119 0.021M Resistance, 47.600 742.140 1243.000 Film 2970.100 29.656 -9.451 Saturated 4150 271.7 Relative 71.57 102.91 Film 500.860 -20CPermability, (W) 0.003 m Permeance, 18C (W) Pressure Thickness, Permability, m Permeance, M Resistance, Rv 1644.770 Pressure 2966.270 Pressure Temperature Thickness, 0.086 29.999 4243 69.91 0.086Rv Pressure 740.416 502.584 Foundation: Insulation Grade) Foundation: Insulation Path (Below Element l (m)Path (Below (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C)29.999 Pressure (%) l (m) 30C (ng/Pa*s*m) Difference (Pa) (Pa) 500.860 Outdoor Air (Above OutdoorElement Air (Above Grade) 47.600 1648.600 2970.100 4243 (Pa) Humdity 70.00 47.600 742.140 (S) Grade) (ng/Pa*s*m^2) (Pa*s*m^2/ng) 22C (S) Foundation Grade) Foundation FilmIndoor Air Film29.656 4150 2063 Relative 71.57 -Film Thickness, 500.860 Thickness, Permability, m Permeance, M Resistance, Rv Pressure 2970.100 Pressure Temperature Permability, m Permeance, M Resistance, Rv Pressure 18 Saturated 50.00 Film Indoor Air Thickness, 1321.500 (C) 21C (C) Pressure Spandrel Panel Thickness, Spandrel Panel Permability, m Permeance, M Resistance, Rv Pressure Pressure1031.500 Temperature Saturated Relative l 0C Permability, m Permeance, M Resistance, Rv Pressure Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) 47.600 0.0431648.600 2970.100 (C) 29.999 15.09 4243 1710 70.00 47.600 Difference 742.140 500.860 Element lThickness, (m) (ng/Pa*s*m) (Pa*s*m^2/ng) (Pa) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa) Pressure (Pa) Concrete 0.200 4.700 60.32 ElementConcrete (m) 4.700 1321.500 Permability, m (ng/Pa*s*m^2) Permeance, M 23.500 Resistance, Rv Difference Pressure (Pa) 610.036 Pressure1031.500 Temperature Pressure Saturated(Pa) Humdity Relative (%) Thickness, l 0.200 Permability, m Permeance,23.500 M (Pa*s*m^2/ng) Resistance, 0.043 Rv Pressure1668.808 Indoor Panel Air Film 1031.500 18 2063 (%) 50.00 Element Indoor Air Film 1321.500 Spandrel Spandrel Panel Element (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa)1321.500 (C) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) Extruded Extruded Indoor Air Film -l (m) 22 Pressure (Pa) 2643 Humdity50.00 Indoor Air Film -(m) 1243.000 0.011 155.824 0.011 426.272 Concrete 0.200 4.700 23.500 0.043 610.036 1031.500 15.09 1710 50.00 60.32 Indoor Air Concrete 0.200 4.700 23.500 0.043 1668.808 1321.500 Polystyrene 0.025 2.300 421.464 1350 31.22 Polystyrene 2.300 92.000 2990.308 m Permeance, M 92.000 Resistance, Rv Pressure Temperature Saturated l 0.025 Permability, m Permeance, M Resistance, Rv Pressure Indoor Air Film Thickness, 1321.500 22 11.416 2643 Relative 1243.000 Concrete 0.300 Permability, 4.700 15.667 0.064 1644.215 Pressure 1321.500 24.546 3080 42.91 Concrete Film Thickness, 0.300 4.700 15.667 0.064 740.166 1243.000 Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) Element (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) Extruded Extruded 265.639 25.322 -9.49 97.77 Outdoor 0.053 2095.079 3416.579 MDF Board 0.019 31.500 1657.895 0.001 0.053 1.491 765.861 1321.500 3220 271.7 41.04 MDF Board 0.019 31.500 1657.895 0.001 0.671 1243.000 Outdoor Air Air 0.011 155.824 0.011 426.272 Polystyrene 0.025 2.300 92.000 421.464 31.22 Indoor Air Polystyrene 0.025 2.300 92.000 2990.308 Indoor Air(Below Film Grade) 1321.500 22 11.416 2643 1350 72.33 50.00 Film 1243.000 Film -2965.715 29.369 4100 Film -- Grade)0.002 502.834 Slab Slab (Below Steel Sheet 0.002 0.003 1.500 0.667 1647.776 1322.991 29.189 4050 32.67 Steel Sheet 0.003 1.500 0.667 741.769 1242.329 0.053 1.491 765.861 265.639 25.322 -9.49 271.7 41.04 97.77 MDF Board 0.053 2095.079 3416.579 MDF Board 0.019 31.500 1657.895 0.001 1321.500 3220 0.019 31.500 1657.895 0.001 0.671 1243.000 Thickness, Permability, m Permeance, M Resistance, Rv 1644.215 Pressure 2965.715 Pressure Temperature Saturated Relative Thickness, Permability, m Permeance, M Resistance, Pressure 0.064 29.993 4243 69.90 0.064Rv Pressure 740.166 502.834 Outdoor Air Outdoor Air Slab (Below Grade) Slab (Below Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C)29.189 Pressure (%) Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) 1242.329 Steel Sheet 0.002 0.003 1.500 0.667 1647.776 1322.991 32.67 Steel Sheet 1.500 0.667 741.769 Film 2970.767 29.19 4050 (Pa) Humdity 73.35 Film - Grade) 500.560 Foundation: Concrete Path (Below Grade) Foundation: Concrete Path0.002 (Below Grade) 0.003 Permability, m Permeance, M Resistance, Rv 1649.267 Pressure 2970.767 Pressure Temperature Permability, m Permeance, M Resistance, Rv Pressure Pressure Indoor -Thickness, 18 Saturated 2063 Relative 50.00 OutdoorIndoor Film Thickness, 1321.500 Outdoor AirAir FilmThickness, Air Air Thickness, 0.667 29.993 Saturated 4243 Relative 70.02 0.667 742.440 500.560 Permability, m Permeance, M Resistance, Rv Pressure Pressure1031.500 Temperature l Permability, m Permeance, M Resistance, Rv Pressure Element (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) 29.19 Pressure (Pa) Humdity (%) l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) 500.560 FilmConcrete - (m) l (m) (ng/Pa*s*m) 2970.767 4050 Humdity 73.35 Film Element 0.053 762.545 0.053 2086.010 Element l (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) (%) Element (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) 0.250 4.700 18.800 1031.500 14.241 1610 64.07 Concrete 0.250 4.700 18.800 1321.500 Door: Frame Path Door: Frame Path Indoor Air Film 1031.500 18 2063 50.00 Indoor Air Film 1321.500 0.667 0.0531649.267 762.545 2970.767 29.993 4243 271.7 50.00 70.02 0.667 742.440 500.560 Indoor Air Film -Thickness, Permability, m Permeance, M Resistance, 1321.500 22 -9.487 1243.000 268.955 98.99 Indoor Air Film -Thickness, l 3407.510 Rv Pressure Pressure Temperature Saturated 2643 Relative Permability, m Permeance, M Resistance, 0.053 Rv Pressure2086.010 0.053 0.053 2086.010 Concrete 0.250 4.700 18.800 1031.500 14.241 1610 (%) 64.07 Element Concrete 0.250 4.700 18.800 1321.500 Door: Frame Path Door: Frame Path Element l (m) 0.200 (ng/Pa*s*m) (Pa) 762.545 (Pa)1321.500 (C) (m) (Pa) Pressure (Pa) 0.043 Difference 2056.903 0.043 Difference 26.225 Concrete 4.700 (ng/Pa*s*m^2) 23.500 (Pa*s*m^2/ng) 23.853 Pressure (Pa) 2900 Humdity45.57 Concrete 0.200 (ng/Pa*s*m) 4.700 (ng/Pa*s*m^2) 23.500 (Pa*s*m^2/ng) 1243.000 0.053 762.545 268.955 271.7 50.00 98.99 Indoor Air Film -Thickness, l 0.053 3407.510 Rv Pressure Temperature Saturated 3380 Permability, m Permeance, M Resistance, Rv Pressure2086.010 Indoor Air Film -Thickness, Permability, m Permeance, M Resistance, 1321.500 22 -9.487 2643 Relative 1243.000 0.043 2056.903 Pressure 3378.403 26.193 99.95 0.043 26.225 1269.225 Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) Element (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) Aluminum Aluminum Foundation: Insulation Path (Below Grade) Foundation: Insulation Path (Below Grade) Indoor 1321.500 22 2643 50.00 Indoor Air Film Frame Air Film 0.045 0.003 0.067 15.000 1648.600 24.727 3090 42.77 Frame 0.045 0.003 0.067 15.000 742.140 1243.000 Thickness, Permability, m Permeance, M Resistance, Rv Pressure Pressure Temperature Saturated Relative Thickness, l Permability, m Permeance, M Resistance, Rv Pressure Aluminum Aluminum Outdoor Air Outdoor Air Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) Element (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) Frame 0.045 0.003 0.067 15.000 1648.600 1321.500 24.727 3090 42.77 Frame 0.045 0.003 0.067 15.000 742.140 1243.000 Film 2970.100 29.334 4100 72.44 Film 500.860 Indoor Air Film 1321.500 22 2643 50.00 Indoor Air Film 1243.000 100mm Concrete Outdoor Air Outdoor Air 15.000 1648.600 2970.100 29.993 4243 70.00 15.000 742.140 500.860 Polystyrene1243.000 Concrete 0.200 4.700 23.500 0.043 1668.808 1321.500 22.444 3700 35.72 Concrete 0.200 4.700 23.500 0.043125mm Extruded 21.277 Film 2970.100 29.334 4100 72.44 Film 500.860 Door: Glazing Path Door: Glazing Path 50mm Precast Concrete Extruded Extruded 15.000 1648.600 2970.100 29.993 4243 70.00 15.000Composite 742.140 500.860 Panel Thickness, m Permeance, M Resistance, Rv Pressure Thickness,0.025 l Permability, m Permeance, M Resistance, Rv Pressure 0.011 426.272 Pressure 0.011 5.435 Polystyrene 0.025 Permability, 2.300 92.000 2990.308 Temperature 23.006 Saturated 2809 Relative 106.45 Polystyrene 2.300 92.000 1264.277 Door: Glazing Path Door: Glazing Path Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) Element (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) 0.053 2095.079 3416.579 26.198 3380 101.08 0.053 26.711 1269.711 4000 Pressure Permability, m Permeance, M Resistance, Rv Pressure Indoor Air Film -Thickness, Permability, m Permeance, M Resistance, Rv Pressure 1321.500 Temperature 22 Saturated 2643 Relative50.00 Indoor Air Film -Thickness, l 1243.000 Slab (Below Grade) Slab (Below Grade) Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) Element (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) Glass 0.003 0.400 133.333 0.008 1648.600 1321.500 28.316 3880 34.06 Glass 0.003 0.400 133.333 0.008 742.140 1243.000 Pressure Permability, m Permeance, M Resistance, Rv Pressure Indoor Air Film -Thickness, Permability, m Permeance, M Resistance, Rv Pressure 1321.500 Temperature 22 Saturated 2643 Relative50.00 Indoor Air Film -Thickness, l 1243.000 Outdoor Outdoor 3600 ElementAir l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) ElementAir (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) Glass 0.003 0.400 133.333 0.008 1648.600 1321.500 28.316 3880 34.06 Glass 0.003 0.400 133.333 0.008 742.140 1243.000 Film 2970.100 28.474 3900 76.16 Film 500.860 Indoor Air Film 1321.500 22 2643 50.00 Indoor Air Film 1243.000 Outdoor Air Outdoor Air 0.008 1648.600 2970.100 30 4243 70.00 0.008 742.140 500.860 0.053 2086.010 0.053 26.596 Concrete 0.250 4.700 18.800 1321.500 22.574 2700 48.94 Concrete 0.250 4.700 18.800 1243.000 Film 2970.100 28.474 3900 76.16 Film 500.860 3200 Roof Roof 0.053 2086.010 3407.510 26.198 3380 100.81 0.053 26.596 1269.596 0.008 1648.600 2970.100 30 4243 70.00 0.008 742.140 500.860 50mm Precast Concrete Thickness, Permability, m Permeance, M Resistance, Rv Pressure Pressure Temperature Saturated Relative Thickness, l Permability, m Permeance, M Resistance, Rv Pressure Composite Panel Roof Roof Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) Element (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) 25mm Precast ExtrudedConcrete Polystyrene 50mm 2800 m Permeance, M Resistance, Rv Pressure Pressure Permability, Indoor Air Film -Thickness, Permability, m Permeance, M Resistance, Rv Pressure 1321.500 Temperature 22 Saturated 2643 Relative50.00 Indoor Air Film -Thickness, l 1243.000 Composite Panel 100mm(Pa) Concrete Element l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) (Pa) (C) Pressure (Pa) Humdity (%) Element (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference Pressure (Pa) Concrete Slab 0.250 4.700 18.800 0.053 1019.668 1321.500 22.328 2700 48.94 Concrete Slab 0.250 4.700 18.800 0.053 459.018 1243.000 25mm Extruded Polystyrene Indoor Air Film 1321.500 22 2643 50.00 Indoor Air Film 1243.000 Extruded Extruded 100mm Concrete 2400 Concrete Slab 0.250 4.700 18.800 0.053 1019.668 1321.500 22.328 2700 48.94 Concrete Slab 0.250 4.700 18.800 0.053 459.018 1243.000 Polystyrene 0.075 2.300 30.667 0.033 625.101 2341.168 22.846 2740 85.44 Polystyrene 0.075 2.300 30.667 0.033 281.398 783.982 ExtrudedAir ExtrudedAir Outdoor Outdoor OUTSIDE INSIDE Polystyrene 0.075 2.300 30.667 0.033 625.101 2341.168 22.846 2740 85.44 Polystyrene 0.075 2.300 30.667 0.033 281.398 783.982 Film 2966.270 29.92 4200 70.63 Film 502.584

1. EXTERIOR WALL EXTERIOR WALL

South Elevation 1:4000

Outdoor Air Film Foundation (Above Grade) Thickness, Foundation (Above Grade) Element l (m) Indoor Air Film -Thickness, Element l (m) Concrete 0.300 Indoor Air Film Outdoor Air Concrete 0.300 Film -

1644.770

2966.270 2966.270

29.999 29.92

4243 4200

69.91 70.63

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 15.667

0.086 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.064

1644.770 Pressure Difference (Pa) Pressure Difference (Pa) 1644.215

2966.270 Pressure (Pa) Pressure 1321.500 (Pa) 1321.500 1321.500

29.999 Temperature (C) Temperature 22 (C) 24.546 22

4243 Saturated Pressure (Pa) Saturated 2643 Pressure (Pa) 3080 2643

69.91 Relative Humdity (%) Relative50.00 Humdity (%) 42.91 50.00

4.700

15.667

0.064

1644.215

1321.500 2965.715

24.546 29.369

3080 4100

42.91 72.33

0.064

1644.215

2965.715 2965.715

29.993 29.369

4243 4100

69.90 72.33

0.064 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.043

1644.215 Pressure Difference (Pa) Pressure Difference (Pa) 2056.903

2965.715 Pressure (Pa) Pressure 1321.500 (Pa) 1321.500 1321.500 2056.903 3378.403 2056.903 1321.500

29.993 Temperature (C) Temperature 22 (C) 23.853 22 26.193 23.853

4243 Saturated Pressure (Pa) Saturated 2643 Pressure (Pa) 2900 2643 3380 2900

69.90 Relative Humdity (%) Relative50.00 Humdity (%) 45.57 50.00 99.95 45.57

Outdoor Air Film Foundation: Concrete Path (Below Grade) Thickness, Permability, m Foundation: Concrete Grade) Element l (m) Path (Below (ng/Pa*s*m) Indoor Air Film -Thickness, Permability, m Element l (m) (ng/Pa*s*m) Concrete 0.200 4.700 Indoor Air Film -

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 23.500 23.500

0.043 0.043

Thickness, Permability, m Foundation: Insulation Grade) Element l (m) Path (Below (ng/Pa*s*m) Permability, m Indoor Air Film Thickness, Element l (m) (ng/Pa*s*m) Concrete 0.200 4.700 Indoor Air Film Extruded Concrete 0.200 4.700 Polystyrene 0.025 2.300

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 23.500

0.043 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.043

2056.903 Pressure Difference (Pa) Pressure Difference (Pa) 1668.808

3378.403 Pressure (Pa) Pressure 1321.500 (Pa) 1321.500 1321.500

26.193 Temperature (C) Temperature 22 (C) 22.444 22

3380 Saturated Pressure (Pa) Saturated 2643 Pressure (Pa) 3700 2643

99.95 Relative Humdity (%) Relative50.00 Humdity (%) 35.72 50.00

23.500 92.000

0.011 0.043

426.272 1668.808

1321.500 2990.308

22.444 23.006

3700 2809

35.72 106.45

3416.579 2990.308

26.198 23.006

3380 2809

101.08 106.45

26.198 Temperature (C) Temperature 22 (C) 22.574 22 26.198 22.574

3380 Saturated Pressure (Pa) Saturated 2643 Pressure (Pa) 2700 2643 3380 2700

101.08 Relative Humdity (%) Relative50.00 Humdity (%) 48.94 50.00 100.81 48.94

26.198

3380

100.81

0.025

2.300

92.000

0.053 0.011

2095.079 426.272

Thickness, Slab (Below Grade) Element l (m) Indoor Air Film -Thickness, Element l (m) Concrete 0.250 Indoor Air Film -

Permability, m (ng/Pa*s*m) Permability, m (ng/Pa*s*m) 4.700

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 18.800

0.053 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.053

2095.079 Pressure Difference (Pa) Pressure Difference (Pa) 2086.010

4.700

18.800

0.053 0.053

3416.579 Pressure (Pa) Pressure 1321.500 (Pa) 1321.500 1321.500 2086.010 3407.510 2086.010 1321.500

0.053

2086.010

Concrete

0.250

Indoor Air Film Outdoor Air Concrete Film

0.300 4.700 800 Outdoor Air Film Foundation: Concrete Path (Below Grade)

East Elevation 1:4000

Concrete 0.200 4.700 Foundation: Insulation Path (Below Grade)

Extruded Polystyrene Slab (Below Grade)

2000 -20C (W) Outdoor Air OUTSIDE Film 30C (S) Foundation (Above Grade) -20C (W) (C)1600 m Thickness, l 0C Permability, 30C (S) Foundation (Above Element (m) Grade) (ng/Pa*s*m) (C) Permability, m Indoor Air Film -Thickness, l 0C 1200 Element (m) (ng/Pa*s*m) Concrete 0.300 4.700

SURFACES AT RISK OF CONDENSATION

0.086 Permability, m (ng/Pa*s*m) Permability, m (ng/Pa*s*m) 4.700

3407.510

400 m Thickness, l Permability, Foundation: Concrete Grade) Element (m) Path (Below (ng/Pa*s*m) Permability, m Indoor Air Film -Thickness, l Element (m) (ng/Pa*s*m) 0 4.700 Concrete 0.200 Indoor Air Film Concrete 0.200 4.700 Foundation: Insulation Path (Below Grade)

Thickness, l Permability, m Foundation: Insulation Path (Below Grade) Element (m) (ng/Pa*s*m) l Permability, m Indoor Air Film Thickness, Element (m) (ng/Pa*s*m) Concrete 0.200 4.700 Indoor Air Film Extruded Concrete 0.200 4.700 Polystyrene 0.025 2.300 Extruded Polystyrene Slab (Below Grade)

0.025

Thickness, l Slab (Below Grade) Element (m) Indoor Air Film -Thickness, l Element (m) Concrete 0.250 Indoor Air Film Concrete

0.250

2486

50.00

1620 680

76.73 73.95

610.8 680

82.32 73.95

740.166 502.834 Pressure Difference (Pa) Pressure (Pa) Pressure 1243.000 Difference (Pa) Pressure (Pa) 26.225 1243.000 1243.000 INSULATION PATH (W) 0.043 26.225 1269.225 26.225 23.500PATH (W) 0.043 1243.000 CONCRETE 26.225 1269.225 INSULATION (S) 0.043 Permeance, M PATH Resistance, Rv Pressure (ng/Pa*s*m^2) (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) CONCRETE PATH (S) Permeance, M PATH Resistance, Rv100mm Pressure 1243.000 Concrete INSULATION (C) (ng/Pa*s*m^2) (Pa*s*m^2/ng)125mm Difference (Pa) Pressure (Pa) Extruded Polystyrene 23.500PATH (C) 0.043 21.277 1243.000 CONCRETE 1243.000 100mmPrecast Concrete 50mm Concrete

0.018 Temperature (C) Temperature 21 (C) 16.368 21 10.519 16.368

VAPOR PROFILES

92.000

0.053 26.711 0.011Composite Panel 5.435

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 18.800

0.053

26.596

18.800

0.053 0.053 0.053

10.519 Temperature (C) Temperature 21 (C) 19.889 21

800

2290 2120

10.504 18.486

1269.5 4000 2120

Slab (Belo Element

Indoor Air F Element Concrete Indoor Air F Concrete

26.596 26.596

1243.000 1243.000 1269.596 1243.000

19.565 21 10.505 19.565

2250 3200 2486 1269.5 2250

26.596

1269.596

10.505

13mm Air Space 54.28 59.64 3mm Glazing

100.02 59.64

0.053 26.711 1269.711 10.504 1269.5 100.02 Rv Pressure Temperature Saturated4000 Relative ABOVE ROOFResistance, FOUNDATION (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) (C) Pressure 3600 (Pa) Humdity (%) 4. Resistance, Rv Pressure Temperature Saturated Relative 1243.000 21 2486 50.00 GRADE 3. (Pa*s*m^2/ng) Difference (Pa) Pressure (Pa) (C) Pressure 3600 (Pa) Humdity (%)

1. 4.

3200 1269.5 2800

55.24 50.00 100.01 55.24 100.01

2800 2400 INSIDE 18C (W)

3.22C (S)

21C (C)

OUTSIDE -20C (W) 30C (S) 0C (C)

2400 2000

2000 1600 1600 1200

1200 800

800 400

INSID 18C ( 22C ( 21C (

400 0 INSULATION PATH (W)

75mm Extruded Polystyrene

CONCRETE PATH (W) INSULATION PATH (W) INSULATION PATH (S) CONCRETE CONCRETE PATH PATH (W) (S)

250mm Concrete Slab

INSULATION PATH (S) INSULATION PATH (C) CONCRETE PATH (S) CONCRETE PATH (C) INSULATION PATH (C)

4. 5. 3. PROFILE GRAPHICS BY SABRINA GUGLIETTI 3600 ROOF 4000

Extruded Polystyren Slab (Belo

1269.711 1264.277

400 0

West Elevation 1:4000

Indoor Air F Element Concrete Indoor Air F Extruded Concrete Polystyren

1269.5GLAZING PATH 99.98 (S) Saturated Relative Pressure (Pa) FRAME Humdity (%) PATH (S) Saturated 2486GLAZING Relative 50.00 3mmPATH Glazing (C) Pressure (Pa) Humdity 13mm (%) Air Space 2290FRAME PATH54.28 (C) 3mm 2486 50.00 3mm Glazing Glazing

1600 1200

Foundatio Element

610.8 82.32 Saturated 400 Relative Pressure (Pa) Humdity (%) Saturated 2486 Relative 50.00 Pressure (Pa) 0 Humdity (%) 1850 67.19 2486 50.00 (W) 1269.5GLAZING PATH 99.98 1850FRAME PATH67.19 (W)

19.889 18.486

50mm Precast Concrete

Concrete Foundatio

52.89 35.96

0.018 1.656

4.700 3200 2800

OUTSIDE 2400 -20C (W) 2000 30C (S) 2000 0C (C) 1600

2180

14.316 1.656

2.300

3200

2400 2350

20.138 18.779

502.834 502.834

Panel 125mm Extruded Polystyrene1264.277 0.011 5.435 0.043Composite 21.277 1243.000

Indoor Air F Element Concrete Indoor Air F

OUTSIDE INSIDE 18.779 2180 35.96 0.211 620 81.06 2000 -20C (W) 18C 0.003 610.8 82.28(W) OUTSIDE INSIDE 0.211 620 81.06(S) 30C (S) 22C -20C (W) 18C 0.003 610.8 82.28 0C (C) Saturated1600 Relative 21C (W) (C) Temperature 30C (S)Pressure (Pa) Humdity 22C (C) (%) (S) 0C (C) Temperature 21 Saturated 2486 Relative 21C 50.00(C) (C) Pressure 1200 (Pa) Humdity (%) 14.316 1620 76.73

1243.000 502.834

4000

4000 m Permability, 3600 (ng/Pa*s*m) Permability, m 3600 (ng/Pa*s*m) 4.700

740.166

23.500 92.000

Foundatio Element

10.505 1269.5 100.01 0 610.8 82.00 Temperature Saturated Relative 119mm Aluminum (C) Pressure (Pa) Humdity (%) Frame Temperature 21.000 Saturated2800 2486 Relative 50.00 119mm Aluminum (C) Pressure (Pa) Humdity (%) 20.138 2350 52.89 Frame 21.000 2486 50.00

740.166

0.064 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.043

Outdoor Ai Film Foundatio

WINDOW WINDOW

0.064 Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 23.500

Indoor Air F Element Concrete Indoor Air F Outdoor Ai Concrete Film

3200

0.064

15.667

18C (W) 740.416 502.584 21C (C) Pressure 22C (Pa) (S) Pressure (Pa) Difference 21C (C) Pressure 1243.000 Difference (Pa) Pressure (Pa) 740.166 1243.000 1243.000

Foundatio Element

0.018 610.8 82.00 Temperature 18.486 Saturated 2120 Relative 59.64 (C) Pressure (Pa) Humdity (%) 10.504 1269.5 100.02 Temperature 21 Saturated4000 2486 Relative 50.00 (C) Pressure (Pa) Humdity (%) 4.421 840 147.98 Temperature 21 Saturated 2486 Relative 50.00 (C) Pressure 3600 (Pa) Humdity (%) 4.421 840 147.98 4.007 812 61.68 21 2486 50.00 0 610.8 82.00 19.565 2250 55.24 4.007 812 61.68

502.584 502.584

0.086 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.064

Polystyren Film Outdoor Ai Film Foundatio

21 2486 50.00 13.841 1580 78.67 Temperature Saturated Relative (C) Pressure (Pa) Humdity (%) 13.841 1580 78.67 1.748 690 72.59 21 2486 50.00 3mm Glazing 0.018 610.8 82.00 13mm Air Space 19.889 2290 54.28 1.748 690 72.59 3mm Glazing

18C (W) 740.416 INSIDE 22C (S)

0.086 Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 15.667

2800 2400

North Elevation 1:4000

0.006 610.8 82.61 0.018 610.8 82.00 22.846 2740 85.44 29.92 4200630 70.6380.09 0.547 29.999 4243 69.9182.61 0.006 610.8 Temperature Saturated Relative Temperature Relative 29.92 Saturated 4200 70.63 (C) Pressure (Pa) Humdity (%) (C) (Pa) Humdity (%) 29.999 Pressure4243 69.91 Temperature Relative Temperature 21 Saturated 2486 Relative 50.00 21Saturated 2486 50.00 (C) Pressure (Pa) (%)(%) (C) Pressure (Pa) Humdity Humdity 17.267 63.42 4.421Saturated 1960 840 147.98 Temperature Relative50.00 2221 2643 2486 50.00 17.173Pressure (Pa) 1950 (C) Humdity (%) 44.71 24.546 3080 42.91 17.267 1960 63.42 4.007 61.68 0.996 650 134.14 22 2643812 50.00 17.173 1950 44.71 610.8 24.546 0 3080 42.9182.00 29.369 4100 72.33 0.996 650 134.14 0.902 648 77.29 29.993 4243 69.90 610.8 Relative Temperature 29.369 0 Saturated 4100 72.3382.00 0.902 648 Humdity (%) 77.29 119mm Aluminum (C) (Pa) 29.993 Pressure4243 69.90 TemperatureFrame Relative 0Saturated 610.8 82.00 21.000 2486 Relative 50.00 Temperature Saturated (C) Pressure (Pa) Humdity (%) (C) Pressure (Pa) 20.138Saturated 2350 Humdity (%) 52.89 Temperature 22 2643 Relative50.00 Temperature 21Pressure Saturated Relative 2486 (C) (Pa) Humdity (%) 50.00 23.853 Pressure2900 45.57 (C) (Pa) (%) 18.779 2180 Humdity 22 2643 50.0035.96 26.193 3380 99.9550.00 21 2486 17.312 1970 63.10 23.853 2900 45.57 OUTSIDE INSIDE 0.211 620 81.06 26.193 3380 99.95 17.312 1970 63.10(W) 0.903 648 77.29 -20C (W) 18C Temperature Saturated 610.8 Relative 0.003 82.28 (C) Pressure (Pa) Humdity (%)22C 0.002 610.8 82.00(S) 30C (S) 77.29 Temperature Relative50.00 22 Saturated 2643648 0C0.903 (C) Temperature Saturated Relative 21C (C) (C) Pressure (Pa) Humdity (%) 0.002 Pressure3700 610.8 82.00 (C) (%) 22.444 35.72 Temperature Saturated(Pa) Humdity Relative 22 Pressure2643 50.00 (C) (Pa) 21 2486 Humdity (%) 50.00 22.44421 Saturated 3700 35.7250.00 23.006 2809 106.45 Temperature 2486 Relative 14.316 1620 76.73 (C) Pressure (Pa) Humdity (%) 26.198 3380 101.0887.84 12.28 1415 23.00621 2809 106.4550.00 2486 1.656 680 73.95 2.129 710 174.98 26.198 101.0887.84 12.28Saturated 3380 1415 Temperature Relative 0.018 610.8 82.32 (C) Humdity (%)174.98 2.129Pressure (Pa) 710 2.125 70.50 Temperature Relative50.0081.95 22 Saturated 2643 0.018 610.8 Temperature Saturated Relative (C) (Pa) 710 Humdity (%) 70.50 2.125Pressure (C) Pressure2700 (Pa) Humdity (%) 22.574 48.94 22 2643 50.00 0.018 610.8 81.95 21 Saturated 2486 Relative 26.198 3380 100.8150.00 Temperature 22.574 Pressure2700 48.94 (C) (Pa) 16.368 1850 Humdity (%) 67.19 26.19821 Saturated 3380 100.8150.00 Temperature 2486 Relative 10.519 1269.5 99.98 (C) Pressure (Pa) Humdity (%)

CONCRETE PATH (C)

2. 4000

GLAZING PATH (W) FRAME PATH (W) GLAZING PATH (W) GLAZING PATH (S) FRAME PATH PATH (S) (W) FRAME

300mm

GLAZING PATH (S) GLAZING PATH (C) FRAME PATH (S) FRAME PATH (C) GLAZING PATH (C) FRAME PATH (C)

FOUNDATION ABOVE

3600

0.075 ir on (Above Grade)

2.300

30.667

0.033

281.398

783.982 502.584

18.779 2180 0.211125mm Extruded Polystyrene 620

35.96 81.06

13mm Air Space INSULATION PATH INSULATION PATH (C)(C)

0.086

740.416

502.584 502.584

0.003Composite Panel 610.8 0.211 620

82.28 81.06

CONCRETE PATH CONCRETE PATH (C)(C)

SUMMER SUMMER CURRENT WINT WIN

built built site photos, site photos, SPANDREL ch showPANEL ch show es and show es and show ete panels ete panels oints. The oints. The owing owing . With such . With such mental mental t to t to

0.086 Thickness, l Permability, m Permeance, M Resistance, Rv on (Above (m) Grade) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) Permability, m Permeance, M Resistance, Rv Film -Thickness, l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) (Pa*s*m^2/ng) 0.300 4.700 15.667 0.064 Film ir 0.300 4.700 15.667 0.064 -

on: Concrete Path (Below Grade)

Thickness, l Permability, m Permeance, M on: Concrete Grade) (m) Path (Below (ng/Pa*s*m) (ng/Pa*s*m^2) Permability, m Permeance, M Film -Thickness, l (m) (ng/Pa*s*m) (ng/Pa*s*m^2) 0.200 4.700 23.500 Film -

0.200 4.700 OUTSIDE on: Insulation Path (Below Grade)

23.500 INSIDE

(W) m Permeance, 18C (W)M Thickness, l -20C Permability, on: Insulation Path (Below Grade) (m) (ng/Pa*s*m) (ng/Pa*s*m^2) 30C (S) 22C (S) l 0CPermability, m Permeance, Film Thickness, (C) 21C (C)M (m) (ng/Pa*s*m) (ng/Pa*s*m^2) 0.200 4.700 23.500 Film 0.200 0.025 0.025

2.300

Thickness, l ow Grade) (m)

Film

Permability, m (ng/Pa*s*m) Permability, m -Thickness, l (m) (ng/Pa*s*m) 0.250 4.700 0.250

4.700

740.166

0.043 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.043

0.018125mm Extruded Polystyrene 610.8 1.65650mm Precast Concrete680

WINDOW

50mm Precast Concrete Composite Panel 100mm Concrete

0.053 0.011

92.000

5.435 21.277 1243.000 OUTSIDE 1264.277

-20C (W) 1269.711 26.711 5.435 30C (S) 1264.277 OUTSIDE 0C (C)

0.053

26.596

19.889 18.486 10.504 18.486

1269.596

10.505

100mm Concrete 125mm Extruded Polystyrene 50mm Precast Concrete Composite Panel 100mm Concrete

INSIDE 18C (W) INSIDE 22C (S) 18C 21C (W) (C) 22C (S) 21C (C)

800

CURRENT CURRENT

2400

DOOR DOOR EXTERIOR WALL

400 0

3600 3600

3200

3200 3200

2800

EXTERIOR WALL

3mm Glazing OUTSIDE -20C (W) OUTSIDE30C (S) INSIDE 2000 OUTSIDE 0C (C) -20C (W) -20C (W) 18C (W)

100mm Concrete

OUTSIDE 22C OUTSIDE (S) 30C(S) (S) 30C 21C -20C (C) -20C(W) (W)

0C(C) (C)1600 0C 1600 30C(S) (S) 30C

19.05mm OSB Board 2mm Steel Sheet 19.05mm OSB Board 2mm Steel Sheet

22C (S) 21C (C)

30C (S) 0C (C)

800 800

400

400 400

2800 2800 2400 2400

ROOF ROOF

2000 2000 1600 1600

INSIDE 18C (W)

OUTSIDE 1200 1200 -20C (W) 30C (S) OUTSIDE 1200 1200 0C (C) -20C (W)

22C (S) 21C (C)

45mm Aluminum Frame

OUTSIDE -20C (W)

800 30C (S)800 0C (C)

22CExtruded (S) Polystyrene 75mm 21C (C)

250mm Concrete Slab

800 800 400 400

CONCRETE PATH (W) CONCRETE PATH (W) INSULATION PATH (W) INSULATION PATH (W) INSULATION PATH INSULATION PATH (S)(S) CONCRETE PATH (W) CONCRETE PATH (W) CONCRETE PATH CONCRETE PATH (S)(S) 3mm Glazing INSULATION PATH INSULATION PATH (S)(S) 13mm Air Space INSULATION PATH INSULATION PATH (C)(C) 3mm Glazing CONCRETE PATH CONCRETE PATH (S)(S) CONCRETE PATH CONCRETE PATH (C)(C) 3mm Glazing 13mm Air Space INSULATION PATH INSULATION PATH (C)(C)

250mm Concrete Slab 250mm Concrete Slab

OUTSIDE -20C (W) 30C (S) OUTSIDE 0C (C)(W) -20C 30C (S) 0C (C)

19.05mm OSB Board 2mm Steel Sheet

FRAME PATH (W) FRAME PATH (W) GLAZING PATH (W) GLAZING PATH (W) GLAZING PATH GLAZING PATH (S)(S) FRAME PATH (W) FRAME PATH (W) FRAME PATH (S) FRAME PATH (S) GLAZING PATH GLAZING PATH (S)(S) GLAZING PATH GLAZING PATH (C)(C) FRAME PATH FRAME PATH (S)(S) FRAME PATH FRAME PATH (C)(C) GLAZING PATH GLAZING PATH (C)(C)

45mm Aluminum Frame

19.05mm OSB Board 2mm Steel Sheet

ROOF ROOF

300mm Concrete 300mm Concrete 75mm Extruded Polystyrene 250mm Concrete Slab 75mm Extruded Polystyrene 250mm Concrete Slab

SPANDREL PANEL SPANDREL PANEL

WINDOW

DOOR

FOUNDATIONABOVE ABOVE FOUNDATION FOUNDATION ABOVE FOUNDATION ABOVE GRADE GRADE ROOF GRADE GRADE ROOF

3600 3600

300mm Concrete

2400 2400

OUTSIDE -20C (W) 30C (S) OUTSIDE 0C (C) -20C (W)

22C (S) 21C (C)

30C (S) 0C (C)

INSIDE 18C (W) INSIDE INSIDE 22C (S) INSIDE 21C (C) 18C (W) 18C (W) 18C (W)

OUTSIDE INSIDE -20C (W) 18C (W) OUTSIDE 30C (S)OUTSIDE 22C (S) OUTSIDE INSIDE 2000 2000 0C (C) 21C (C) -20C(W) (W)(W) -20C -20C (W) 18C

INSIDE INSIDE 22C (S) 22C (S) 22C (S) 21C (W) (C) 18C 18C 21C(W) (C) 21C (C) 22C(S) (S) 22C 21C(C) (C) 21C

30C (S) 0C (C)

OUTSIDE -20C (W) 30C (S) OUTSIDE 0C (C) -20C (W)

OUTSIDE 30C (S)OUTSIDE 22C (S) 30C(S) (S) 30C 0C (C) -20C 21C -20C(W) (W)(C)

INSIDE 18C (W) INSIDE INSIDE 22C (S) INSIDE 21C (C) 18C(W) (W)(W) 18C 18C

OUTSIDE -20C (W) SOIL SOIL 30C (S) 2000 OUTSIDE 2000 0C (C)(W)(W) -9.5C (W) -9.5C -20C

INSIDE INSIDE 22C 22C (S)(S) 22C (S) 21C (C) 18C (W) 18C 21C(W) (C) 21C (C) 22C(S) (S) 22C 21C(C) (C) 21C

30C (S) 0C (C)

0C(C) (C) 0C 1600 1600 30C(S) (S) 30C

22C(S) (S) 22C 2000 2000 21C(C) (C) 21C 1600 1600

0C(C) (C) 0C 1200 1200

INSIDE 18C (W) 22C (S) INSIDE 21C (W) (C) 18C

SOIL SOIL 30C (S) (S) 26.2C (S) 26.2C 0C (C) (W) -9.5C (W) -9.5C 10.5C (C) 10.5C (C) 1600 1600 26.2C(S) (S) 26.2C 10.5C(C) (C) 10.5C 1200 1200

1600 1600

26.2C (S) 10.5C (C)

GLAZING PATH (W) FRAME PATH (W) 45mm Aluminum GLAZING PATH (S) Frame FRAME PATH (S) 45mm Aluminum Frame GLAZING PATH (C)

100mm Concrete 125mm Extruded Polystyrene 50mm Precast Concrete Composite Panel 100mm Concrete 125mm Extruded Polystyrene 50mm Precast Concrete Composite Panel

250mm Concrete Slab

3mm Glazing 13mm Air Space 3mm Glazing

19.05mm OSB Board 2mm Steel Sheet

45mm Aluminum Frame

250mm Concrete Slab

3mm Glazing 13mm Air Space 3mm Glazing

CONCRETE PATH (W) CONCRETE PATH (W) CONCRETE PATH CONCRETE PATH (S)(S) CONCRETE PATH CONCRETE PATH (C)(C)

75mm Extruded Polystyrene 75mm Extruded Polystyrene 250mm Concrete Slab 250mm Concrete Slab 75mm Extruded Polystyrene 75mm Extruded Polystyrene

22C (S) 21C (C)

PATH (W) GLAZING (W) 0GLAZINGPATH 0 200mm Concrete 200mm Concrete FRAME PATH (W) FRAME PATH (W) GLAZING PATH (W) GLAZING PATH (W) GLAZING PATH GLAZING PATH (S)(S) FRAME PATH (W) FRAME PATH (W) FRAME PATH FRAME PATH (S)(S) GLAZING PATH GLAZING PATH (S)(S) GLAZING PATH GLAZING PATH (C)(C) FRAME PATH FRAME PATH (S)(S) FRAME PATH FRAME PATH (C)(C) GLAZING PATH GLAZING PATH (C)(C)

250mm Concrete

4000 4000

FOUNDATION

75mm Extruded Polystyrene

200mm Concrete 200mm Concrete

75mm Extruded Polystyrene

2800 2800

200mm Concrete

2400 2400

INSIDE 18C (W) SOIL22C (S) SOIL INSIDE 2000 2000 21C (C) -9.5C18C (W) -9.5C (W) (W)

INSIDE INSIDE 26.2C (S) 22C (S) 22C (S) 10.5C (C) 18C (W) 18C (W)

250mm Concrete

400 400

250mm Concrete

200mm Concrete

300mm Concrete

00 SLAB PATH (W) SLAB PATH (W) SLAB PATH SLAB PATH (S)(S) SLAB PATH SLAB PATH (C)(C)

INSULATION PATH (W) INSULATION PATH (W) CONCRETE PATH (W) CONCRETE PATH (W)

300mm Concrete 300mm Concrete

INSULATION PATH INSULATION PATH (S)(S) CONCRETE PATH CONCRETE PATH (S)(S)

200mm Concrete 200mm Concrete

250mm Concrete 250mm Concrete 250mm Concrete 250mm Concrete

200mm Concrete 200mm Concrete

INSULATION PATH INSULATION PATH (C)(C) CONCRETE PATH CONCRETE PATH (C)(C)

RISK OF OF CONDENSATION CONDENSATION POINTS POINTS RISK

4000 4000

4000 4000 3600 3600

3600 3200

3600 3600 3200 3200

4000

75mm Extruded Polystyrene

2800

3200 3200 2800 2800

2800 2400

2800 2800 2400 2400

SOIL 2400 -9.5C (W) 2000 26.2C (S) 2000 10.5C (C) 1600

INSIDE 2400 18C (W) 2000 22C (S) 2000 21C (C) 1600

1600 1200

1200 800

800 400

400 0

FOUNDATION

26.2C (S) 10.5C (C)

INSIDE 18C (W)

INSIDE INSIDE 22C (S) INSIDE 21C 18C(W) (W) 18C 18C (C) (W) INSIDE INSIDE 22C (S) 22C (S) 22C (S) 21C (C) 18C (W) 18C (W) 21C(C) (C) 21C 22C(S) (S) 22C 21C(C) (C) 21C

200mm Concrete

4000 4000 3600 3600

3600

SOIL -9.5C (W) 26.2C (S) SOIL 10.5C (W) (C) -9.5C

SOIL22C SOIL (S) 26.2C (S) 26.2C (S) 21C (C) -9.5C (W) -9.5C (W) 10.5C (C) 10.5C (C) 1600 1600 26.2C(S) (S) 26.2C 10.5C(C) (C) 10.5C 1200 1200

21C(C) (C) 21C 22C(S) (S) 22C 21C(C) (C) 21C

SLAB SLAB

200mm Concrete 200mm Concrete 75mm Extruded Polystyrene 75mm Extruded Polystyrene

4000 4000

4000

SLAB SLAB SLAB SLAB

3200 3200

800 800

FRAME PATH (C)

200mm Concrete 3200

SOIL -9.5C (W) 26.2C (S) 10.5C (C)

2400 2400 2000 2000

2000 2000 1600 1600

4000 3600

50mm Precast Concrete 50mm Precast Concrete Composite Panel Composite Panel 25mm Extruded Polystyrene 25mm Extruded Polystyrene

WINDOW WINDOW

100mm Concrete 100mm Concrete

INSIDE OUTSIDE 18C (W) OUTSIDE -20C (W) -20C (W) 22C 30C 30C (S)(S) (S) 0C0C (C)(C) 21C (C)

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

OUTSIDE OUTSIDE -20C (W) -20C (W) 30C 30C (S)(S) 0C0C (C)(C)

3200 3200 SPANDREL SPANDREL 2800 2800 PANEL PANEL

DOOR DOOR

2800 2800 2400 2400

119mm Aluminum 119mm Aluminum Frame Frame

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

2400 2400 OUTSIDE OUTSIDE 2000 2000 -20C (W) -20C (W) 30C 30C (S)(S)

ROOF ROOF

3mm Glazing 3mm Glazing

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

OUTSIDE OUTSIDE -20C (W) -20C (W) 30C 30C (S)(S) 0C0C (C)(C)

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

OUTSIDE OUTSIDE -20C (W) -20C (W) 30C 30C (S)(S) 0C0C (C)(C)

3200 3200 2800 2800

2400 2400 INSIDE 2000 INSIDE 2000

18C (W) 18C (W) 22C 22C (S)(S)

1600 1600 1200 1200 1200 1200 800 800

800 800 400 400

250mm Concrete ROOF PATH (W) ROOF PATH (W) ROOF PATH ROOF PATH (S)(S) EXTERIOR WALL EXTERIOR WALL ROOF PATH (C) (W) ROOF PATH (C) (W) ROOF PATH ROOF PATH (S)(S) 50mm Precast Concrete ROOF PATH Precast Concrete ROOF PATH (C)(C) 50mm

Composite Panel Composite Panel 25mm Extruded Polystyrene 25mm Extruded Polystyrene

WINDOW WINDOW 119mm Aluminum 119mm Aluminum Frame Frame

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

CONCRETE PATH (W) CONCRETE PATH (W) 00 CONCRETE PATH CONCRETE PATH (S)(S) SPANDRELCONCRETE DOOR SPANDREL DOOR CONCRETE PATH (C) PATH (C)(W) (W) PANEL CONCRETE PANEL CONCRETE PATH PATH (S)(S) CONCRETE PATH CONCRETE PATH (C)(C)

OUTSIDE OUTSIDE -20C (W) -20C (W) 30C 30C (S)(S) 0C0C (C)(C)

300mm Concrete 300mm Concrete

ROOF ROOF

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

OUTSIDE OUTSIDE -20C (W) -20C (W) 30C 30C (S)(S) 0C0C (C)(C)

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

OUTSIDE OUTSIDE -20C (W) -20C (W) 30C 30C (S)(S) 0C0C (C)(C)

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

18C (W) 18C (W) 22C 22C (S)(S)

SOIL SOIL -9.5C (W) -9.5C (W) 26.2C 26.2C (S)(S) 10.5C 10.5C (C)(C)

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

800 800 400 400

250mm Concrete 250mm Concrete 200mm Concrete 200mm Concrete

400 400 00

3mm Glazing 3mm Glazing

OUTSIDE OUTSIDE -20C (W) -20C (W) 30C 30C (S)(S) 0C0C (C)(C)

SOIL SOIL -9.5C (W) -9.5C (W) 26.2C 26.2C (S)(S) 10.5C 10.5C (C)(C)

200mm Concrete 200mm Concrete

1200 1200 800 800

800 800 400 400

RISK OF OF CONDENSATION CONDENSATION POINTS POINTS RISK SLAB RISK OF OF CONDENSATION CONDENSATION POINTS POINTS RISK INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

75mm Extruded Polystyrene 75mm Extruded Polystyrene

1600 1600 1200 1200

250mm Concrete 250mm Concrete SlabSlab

19.05mm Board 19.05mm OSBOSB Board 2mm Steel Sheet 2mm Steel Sheet

100mm Concrete 100mm Concrete

OUTSIDE OUTSIDE -20C (W) -20C (W) 30C 30C (S)(S) 0C0C (C)(C)

75mm Extruded Polystyrene 75mm Extruded Polystyrene

45mm Aluminum 45mm Aluminum Frame Frame

SLAB SLAB

2400 2400 INSIDE INSIDE 2000 2000

1200 1200 800 800 3mm Glazing 3mm Glazing 13mm Air Space 13mm Air Space 3mm Glazing 3mm Glazing

FOUNDATION FOUNDATION

2800 2800 2400 2400

1600 1600 1200 1200

100mm Concrete 100mm Concrete 125mm Extruded Polystyrene 125mm Extruded Polystyrene 50mm Precast Concrete 50mm Precast Concrete Composite Panel Composite Panel

3200 3200 2800 2800

FOUNDATIONABOVE ABOVE FOUNDATION GRADE GRADE

2800 2800 2400 2400

1200 1200 800 800

GLAZING PATH (S) GLAZING PATH (C) FRAME PATH (S) FRAME PATH (C) GLAZING PATH (C)

EXTERIORWALL WALL EXTERIOR

1600 1600 1200 1200

400 400 00

0GLAZING PATH (W) 200mm Concrete FRAME PATH (W) GLAZING PATH (W) GLAZING PATH (S) FRAME FRAME PATH PATH (W) (S)

FRAME PATH (C)

21C (C)

250mm Concrete

4000 4000

0SPANDREL PATH (W) SPANDREL PATH (S) SPANDREL PATH (C) (W) SPANDREL PATH (S) SPANDREL PATH (C)

250mm 22C Concrete (S)

200mm Concrete

4000 4000 SLAB3600 3600

3200 2800

26.2C (S) 10.5C (C)

250mm Concrete 250mm Concrete

4000 3600

FOUNDATION

INSIDE 18C (W) 22C (S) INSIDE 21C (W) (C) 18C

200mm Concrete

4000 3600

4000

SOIL -9.5C (W) 26.2C (S) SOIL 10.5C (W) (C) -9.5C

75mm Extruded Polystyrene 75mm Extruded Polystyrene

SOIL -9.5C (W) INSIDE INSIDE 26.2C (S) SOIL 10.5C (C) 18C (W) 18C (W) -9.5C (W)

INSIDE 18C (W)

INSIDE INSIDE 22C (S)

21C (C) SLAB 18C 18C(W) (W)

22C(S) (S) 22C 21C(C) (C) 21C

3600 3600

FOUNDATION

300mm Concrete

400 400

300mm Concrete 300mm Concrete

250mm Concrete Slab 250mm Concrete Slab

22C (S) 200mm(C) Concrete 21C

800 800 400 400

19.05mm OSB Board 2mm Steel Sheet

ROOF PATH (W) ROOF PATH (W) ROOF PATH ROOF PATH (S)(S) ROOF PATH ROOF PATH (C)(C)

75mm Extruded Polystyrene

INSIDE 18C (W) 22C (S) INSIDE 21C (W) (C) 18C

800 800

75mm Extruded Polystyrene

400 400

SLAB

200mm Concrete

SOIL 1200 1200 -9.5C (W) 26.2C (S) SOIL 1200 10.5C (W) (C)1200 -9.5C

800 800

800 800 45mm Aluminum Frame

SOIL -9.5C (W) 26.2C (S) 10.5C (C)

75mm Extruded Polystyrene 26.2C (S) 26.2C (S) 200mm Concrete 10.5C (C) 10.5C (C) 75mm Extruded Polystyrene

FOUNDATION FOUNDATION

2400 2400

3mm Glazing

INSIDE 18C (W) 22C (S) INSIDE 21C (W) (C) 18C

INSIDE 18C (W)

SOIL22C (S) SOIL

FRAME PATH FRAME PATH (C)(C)

3mm Glazing

OUTSIDE -20C (W) 30C (S) OUTSIDE 0C (C)(W) -20C

FOUNDATION

400 400 00

FOUNDATION FOUNDATION FOUNDATION ABOVE GRADE FOUNDATION ABOVE GRADE 2800 2800

2800 2800

200mm Concrete

SOIL -9.5C (W) INSIDE INSIDE 26.2C (S)2400 2400 10.5C (C) 18C (W) 18C (W) 2000 2000

3200 3200

DOOR

22C (S) 21C (C)

300mm Concrete

800 800 400 400

250mm Concrete

75mm Extruded Polystyrene

2800 2800 2400 2400

4000 4000

3600 3600

ROOF ROOF WINDOW

INSIDE 18C (W) 22C (S) INSIDE 21C (W) (C) 18C

1200 1200 800 800

PATH (W) (W) 0SPANDRELPATH 0SPANDREL SPANDREL PATH SPANDREL PATH (S)(S) PATH (C) SPANDREL (W) PATH (C) SPANDREL (W) SPANDREL PATH SPANDREL PATH (S)(S) PATH SPANDREL PATH (C)(C) SPANDREL

FRAME PATH FRAME PATH (C)(C)

4000 4000

1600 1600 1200 1200

250mm Concrete

SLAB

200mm Concrete

75mm Extruded Polystyrene 75mm Extruded Polystyrene

400 400 00

GLAZING PATH (W) GLAZING PATH (W)

45mm Aluminum Frame

INSIDE

SLAB SLAB

200mm Concrete

FOUNDATION 3600 3600 3200 3200 2800 2800

SOIL SOIL 30C (S) 22C (S) 2400 GRADE 2400 0C (C) (W) 21C (C) FOUNDATION ABOVE -9.5C (W) -9.5C 2000 2000 26.2C(S) (S) 26.2C GRADE 2000 2000 10.5C(C) (C) 10.5C 1600 1600

INSIDE 18C (W) 22C (S) INSIDE 21C (W) (C) 18C

4000 4000 3600 3600

200mm Concrete 200mm Concrete 3200 3200

FOUNDATION ABOVE 18C (W)

INSIDE INSIDE 22C (S) 21C 18C(W) (W)(C) 18C 22C(S) (S) 22C 21C(C) (C) 21C

1600 1600

INSIDE 18C (W) 22C (S) INSIDE 21C (W) (C) 18C

250mm Concrete Slab

400 400 00

75mm Extruded Polystyrene 75mm Extruded Polystyrene

0C(C) (C) 0C 1200 1200

800

2800 2800 2400 2400 OUTSIDE

19.05mm OSB Board 2mm Steel Sheet

119mm Aluminum Frame

2400 2400

INSIDE 18C (W) OUTSIDE 22C OUTSIDE (S) INSIDE 2000 2000 21C -20C (C) -20C(W) (W) 18C (W)

INSIDE 22C (S) 18C 21C (W) (C) 22C (S) 21C (C)

OUTSIDE -20C (W) 30C (S) OUTSIDE 0C (C) -20C (W)

INSULATION PATH (W) INSULATION PATH (W)

50mm Precast Concrete Composite Panel 25mm Extruded Polystyrene 50mm Precast Concrete 100mm Concrete Composite Panel 25mm Extruded Polystyrene

SPANDREL PATH (W) SPANDREL PATH (S) SPANDREL PATH (C)

30C (S) 0C (C)

Aluminum 2800119mm 2800 Frame

3mm Glazing

2400

OUTSIDE 30C (S) 30C (S) -20C (W) 0C (C) 0C (C) 1600 30C (S) 0C (C) 1200

22C (S) 21C (C)

3mm Glazing 13mm Air Space 3mm Glazing

3mm Glazing

3600

3200 3200 2800 2800

30C(S) (S) 30C 0C(C) (C) 0C 3mm Glazing

CONCRETE PATH CONCRETE PATH (C)(C)

4000 4000

3200 3200 2800 2800

DOOR

300mm Concrete

FOUNDATION ABOVE 3600 3600 300mm Concrete 3200 GRADE 3200

75mm Extruded Polystyrene

3mm Glazing

DOOR

INSIDE 18C (W) 22C (S) INSIDE 21C (W) (C) 18C

250mm Concrete Slab

3200 3200

OUTSIDE INSIDE -20C (W) 18C (W) OUTSIDE 30C (S)OUTSIDE 22C (S) 0C (C) -20C 21C -20C(W) (W)(C)

4000 4000

FOUNDATION FOUNDATION

4000 4000 3600 3600

75mm Extruded Polystyrene

45mm Aluminum Frame

3mm Glazing

OUTSIDE -20C (W) 30C (S) OUTSIDE 0C (C) -20C (W)

0 0100.01 00

INSIDE

SPANDREL 18C (W) INSIDE INSIDE 22C (S) PANEL 21C (C) SPANDREL 18C (W) 18C (W) 22C(S) (S) 22C PANEL

INSIDE 18C (W) 22C (S) INSIDE 21C (W) (C) 18C

1200 1200 0C (C)(W) -20C 100.02 800 Relative 800 30C (S)

45mm Aluminum Frame

45mm Aluminum

21C(C) (C) 21C

100.02 30C (S) 59.64 OUTSIDE

1269.5

125mm Extruded Polystyrene 50mm Precast Concrete Composite Panel

OUTSIDE -20C (W) 30C (S) 0C (C)

22C (S)

1600 1600 54.28 59.64 OUTSIDE 1200 1200 -20C (W)

100mm Concrete

2290 INSIDE 2120 18C (W) 1269.5 22C (S) 2120 INSIDE 21C (W) (C) 18C

INSIDE

21C (C) WINDOW

FRAME PATH FRAME PATH (C)(C)

4000 4000

DOORFrame

19.05mm OSB Board 2mm Steel Sheet

WINDOW 18C (W)

10.504 1269.5 Temperature Saturated 22C (S) (C) Pressure 21C (C)(Pa) Humdity (%) 0C (C) 800 Temperature 21 Saturated 2486 Relative 800 50.00 (C) Pressure (Pa) Humdity (%) 400 400 19.565100mm Concrete 2250 55.24 21125mm Extruded Polystyrene 2486 50.00 10.50550mm Precast Concrete 1269.5 100.01 400 400 19.565Composite Panel 2250 55.24

4000

2800

30C (S) 2400 2400

22C (S)

-20C (W) 1269.711 26.711 Pressure 30C (S) Difference (Pa) (Pa) 0C Pressure (C) Pressure 1243.000 Difference (Pa) Pressure (Pa) 26.596 1243.000 1243.000 0.053 26.596 1269.596 0.053 26.596 1243.000

0.053 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.053

18.800

30C (S)

3mm Glazing 13mm Air Space 3mm Glazing

Frame Frame GLAZING PATH GLAZING PATH (C)(C)

19.05mm OSB Board 19.05mm OSB Board 2mm Steel Sheet 2mm Steel Sheet

4000 4000 FOUNDATION ABOVE FOUNDATION ABOVE 3600 3600 GRADE GRADE ROOF 3600 3600

SPANDREL 19.05mm OSB Board PANEL 2mm Steel Sheet

3mm Glazing 13mm Air Space 3mm Glazing

73.95

26.225 1269.225 10.519 1269.5 99.98 0C (C) 18C 21C -20C (C) 0C (C) EXTERIOR WALL -20C(W) (W) -20C (W) (W)Temperature 2000 2000 Pressure Saturated Relative 50mm Precast Concrete Difference (Pa) Pressure (Pa) Humdity (%) 30C (S) Composite Panel (S) 30C 30C (S)(Pa) Pressure 22C (S) (C) 119mm Aluminum 25mm Extruded Polystyrene 2000 Frame 2000 Pressure 1243.000 2486 50.00 0C (C)Relative 0C (C) 0C (C) 21C (C) Temperature 21 Saturated 50mm Precast Concrete 100mm Concrete Difference (Pa) Pressure (Pa) (C) Pressure (Pa) Humdity (%) 1600 1600 Composite Panel 119mm Aluminum 21.277 1243.000 19.889 2290 54.28 25mm Extruded Polystyrene Frame 1243.000 21 2486 50.00

0.011 0.043

3600 SPANDREL SPANDREL PANEL 3200 PANEL

Concrete

76.73 73.95 3600 3600 82.32 3200 3200

19.05mm OSB Board 19.05mm OSB Board 2mm Steel Sheet 2mm Steel Sheet

4000 4000

ROOF ROOF

Composite Panel 740.166 502.834 0.018 610.8 82.32 119mm Aluminum 3200 3200 Extruded Polystyrene Relative Pressure Temperature 125mm Saturated 25mm Extruded Polystyrene Frame 50mm Precast Concrete 2800 2800 Difference (Pa) Pressure Pressure (Pa) Humdity (%) 100mm Concrete 3mm(Pa) Glazing(C) Composite Panel Pressure 1243.000 Temperature 21 Saturated 2486 Relative 50.00 2800 2800 Difference (Pa) Pressure (Pa) (C) Pressure (Pa) Humdity (%) 26.225 1243.000 16.368 1850 67.19 2400 2400 OUTSIDE OUTSIDE 1243.000 INSIDE 2486 21 50.00 0.043 26.225 1269.225 10.519 1269.5 99.98 -20C (W) EXTERIOR WALL 18C (W) -20C (W) 0.043 OUTSIDE 26.225 1243.000 16.368 1850 67.19 OUTSIDE OUTSIDE INSIDE

4000

DE (W) (S) (C)

1620 680

100mm Concrete

502.834 502.834

19.05mm OSB Board 2mm Steel Sheet

OUTSIDE 2000 -20C (W) OUTSIDE 30C (S) -20C (W) 0C (C)1600 30C (S) 0C (C) 1200

Relative 4000 4000 Humdity (%) Relative 50.00 4000 4000 Humdity (%) 76.73 3600 3600 50.00

3mm Glazing 3mm Glazing GLAZING PATH GLAZING PATH (C)(C) 13mm Space 13mm AirAir Space FRAME PATH FRAME PATH (C)(C) 3mm Glazing 3mm Glazing 3mm Glazing 3mm Glazing 13mm Space 13mm AirAir Space 3mm Glazing 3mm Glazing

100mm Concrete 100mm Concrete 2mm Steel Sheet 125mm Extruded Polystyrene 125mm Extruded Polystyrene 100mm Concrete 50mm Precast Concrete 100mm Concrete 50mm Precast Concrete Composite Panel Composite Panel 125mm Extruded Polystyrene 125mm Extruded Polystyrene 50mm Precast Concrete 50mm Precast Concrete Composite Panel Composite Panel

3mm Glazing

82.28

Saturated Pressure (Pa) Saturated 2486 Pressure (Pa) 1620 2486

EXTERIOR WALL 1243.000 14.316 502.834 1.656

0.064 Resistance, Rv (Pa*s*m^2/ng) Resistance, Rv (Pa*s*m^2/ng) 0.043

23.500 92.000

Permeance, M (ng/Pa*s*m^2) Permeance, M (ng/Pa*s*m^2) 18.800

740.166

610.8

WINTER WINTER

ne ow Grade)

4.700 2.300

0.064

DOOR

0.003 Temperature (C) Temperature 21 (C) 14.316 21

MER MMER

740.416 502.584 Pressure Difference (Pa) Pressure (Pa) Pressure 1243.000 Difference (Pa) Pressure (Pa) 740.166 1243.000 1243.000

50mm Precast Concrete

INSULATION PATH (W) INSULATION PATH (W)

CONCRETE PATH (W) CONCRETE PATH (W) FOUNDATION ABOVE FOUNDATION INSULATION PATH (W) ABOVE INSULATION PATH (W) INSULATION PATH INSULATION PATH (S)(S) GRADE GRADE CONCRETE PATH (W) CONCRETE PATH (W) CONCRETE PATH (S) CONCRETE PATH (S) INSULATION PATH INSULATION PATH (S)(S) INSULATION PATH INSULATION PATH (C)(C) CONCRETE PATH CONCRETE PATH (S)(S) CONCRETE PATH CONCRETE PATH (C)(C) INSULATION PATH INSULATION PATH (C)(C) CONCRETE PATH CONCRETE PATH (C)(C) OUTSIDE

OUTSIDE -20C (W) -20C (W) 30C 30C (S)(S) 0C0C (C)(C)

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

FOUNDATION FOUNDATION

SLAB PATH (W) SLAB PATH (W) SLAB PATH SLAB PATH (S)(S) SLAB PATH (C) PATH (C)(W) SLAB (W) SLAB PATH SLAB PATH (S)(S) SLAB PATH SLAB PATH (C)(C) 75mm Extruded Polystyrene 75mm Extruded Polystyrene

SLAB SLAB

200mm Concrete 200mm Concrete

SOIL SOIL -9.5C (W) -9.5C (W) 26.2C 26.2C (S)(S) 10.5C 10.5C (C)(C)

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

SOIL SOIL -9.5C (W) -9.5C (W) 26.2C 26.2C (S)(S) 10.5C 10.5C (C)(C)

INSIDE INSIDE 18C (W) 18C (W) 22C 22C (S)(S) 21C 21C (C)(C)

THE FOREST UNDERGRADUATE OF ARCHITECUTRAL SCIENCE SEMESTER 8 PARIS EXCHANGE GROUP PROJECT 2019

THE GARDEN ASHUB A HUB THE GARDEN AS A

FOREST

Pantin is a neighborhood just outside the northern periphery of Paris. As a former industrial town, it has sadly been subject to degradation and a decrease in population. Thus, the goal in the urban by-laws FOREST AND TREE AND TREE AS AS is to bring back density into the neighborhood, FOREST as well as to preserve the character of the town, which ACTIVATORS ACTIVATORS has unique aspects of 18th and 19th century Parisian architecture. The project asked us to look into 3 program typologies that don’t often come together: a medical center, a reparation atelier for Hermes and affordable housing; and asked us to propose a way for them to go together.

STONES TO CARVE STONES TO CARVE CIRCULATIONCIRCULATION

CANOPY TO

THE CANOPY TOSHELTER SHELTER

TREE

BOURHOOD, AS WELL AS TO PRESERVE THE CHARACTER OF THE TOWN, WHICH HAS UNIQUE ASPECTS OF 18TH AND 19TH CENTURY PARISIAN ARCHITECTURE.

THE ‘E’ BAND IS AN INCENTIVE THROUGHOUT ALL PARISIAN BY-LAWS THAT TRIES TO KEEP THE FRONTAGE OF THE STREET. FOR SPECIFIC TYPOLOGIES, SUCH AS RESIDENCES AND BUSINESS, IF ONE BUILDS RIGHT UP TO THE STREET WITH A FORM OF A DEPTH OF 15M, ONE WOULD BE ABLE TO BUILD ON AN ADDITIONAL 30% OF THE LEFT OVER LAND. OTHERWISE, ONE COULD ONLY BUILD ON 30% OF THE LOT.

THE OPENINGS OF A BUILT FORM ARE GOVERNED BY THE SETBACKS FROM PROPERTY LINES AND SIGNIFICANT ADJACENT BUILDINGS. ONE CAN DESIGN A WALL WITH A 40% WINDOW TO WALL RATIO IF THE WALL IS SET BACK 3M FROM PROPERTY LINES AND ADJACENT BUILDINGS OR CAN DESIGN A WALL WITH A 100% WINDOW TO WALL RATIO IF PLACED 6M FROM PROPERTY LINES AND ADJACENT BUILDINGS.

AGAIN, ONE IS ENCOURAGED TO DELINEATE THE FRONTAGE OF TH LOT: IF NOT WITH A BUILT FORM, THAN WITH A 2.1M FENCE AROUN OPEN PUBLIC AREAS AND A GATE THAT CAN CLOSE THIS SPACE AT NIGHT.

8m 4m

1:200

RIAL STRIAL TOWN, IT HAS IT HAS SADLY SADLY BEEN BEEN SUBJECT SUBJECT TOTO DEGRADATION DEGRADATION AND AAND DECREASE A DECREASE IN POPUIN POPUOWN, DUSTRIAL TOWN, IT TOWN, IT HAS HAS TOWN, SADLY SADLY ITBEEN HAS BEEN SUBJECT SADLY SUBJECT BEEN TO TO DEGRADATION SUBJECT DEGRADATION TO DEGRADATION AND AND A AND DECREASE A DECREASE IN A DECREASE IN POPUPOPUIN POPUON. THUS, THUS, THE THE GOAL GOAL IN THE IN THE URBAN BY-LAWS BY-LAWS ISBRING TO IS TO BRING BRING BACK BACK DENSITY DENSITY INTO INTO THE THE NEIGHNEIGHUS, THE TION. THE GOAL THUS, GOAL IN THE IN THE THE GOAL URBAN URBAN INURBAN BY-LAWS THE BY-LAWS URBAN IS TO ISBY-LAWS TO BRING BACK IS BACK TO DENSITY BRING DENSITY BACK INTO INTO DENSITY THE THE NEIGHNEIGHINTO THE NEIGHOOD, HOOD, ASAS AS WELL WELL ASPRESERVE AS TOTO PRESERVE PRESERVE THE THE CHARACTER CHARACTER OF OF THE THE TOWN, TOWN, WHICH WHICH HAS HAS UNIQUE UNIQUE AS-AS-ASOURHOOD, AS WELL WELL AS TO ASTO PRESERVE WELL AS TO THE THE PRESERVE CHARACTER CHARACTER THE CHARACTER OFOF THE THE TOWN, TOWN, OF WHICH THE WHICH TOWN, HAS HAS UNIQUE WHICH UNIQUE HAS ASASUNIQUE SFCTS OF 18TH 18TH AND AND 19TH 19TH CENTURY CENTURY PARISIAN PARISIAN ARCHITECTURE. ARCHITECTURE. TH AND AND OF 19TH 18TH 19TH CENTURY AND CENTURY 19TH PARISIAN PARISIAN CENTURY ARCHITECTURE. ARCHITECTURE. PARISIAN ARCHITECTURE.

PARISIAN ZONING BY-LAWS

THE FOREST AND THE TREE

ANA ENE

THE GARDEN AS A HUB

FOREST TREE

BAND IS BAND AN IS INCENTIVE AN THROUGHOUT THROUGHOUT ALL ALL PARISIAN PARISIAN BY-LAWS BY-LAWS THETHE OPENINGS OPENINGS OFFORM AOF BUILT AARE BUILT FORM FORM ARE ARE GOVERNED GOVERNED BYSETBACKS THE BY THE SETBACKS SETBACKS AGAIN, ONE IS ENCOURAGED IS ENCOURAGED TO DELINEATE TO DELINEATE THETHE FRONTAGE FRONTAGE OF THE OF THE THERE ISTHERE A IS BUS A ADJACENT BUS STOP ADJACENT ADJACENT TOLOT, THE TOPUBLIC THE LOT, LOT, SO PUBLIC SO PUBLIC AMENITIES HEIGHT HEIGHT RESTRICTIONS RESTRICTIONS OF RESIDENCES OFAND RESIDENCES ANDAND BUISNESSES BUISNESSES A ST N EDCENTIVE ‘E’ INCENTIVE THROUGHOUT ISINCENTIVE AN THROUGHOUT INCENTIVE ALL THROUGHOUT ALL PARISIAN PARISIAN BY-LAWS BY-LAWS ALL PARISIAN BY-LAWS THETHE OPENINGS OPENINGS OFTHE A OFBUILT A OPENINGS BUILT FORM OF A ARE GOVERNED BUILT GOVERNED FORM BY ARE THE BYGOVERNED THE SETBACKS BY THE SETBACKS AGAIN, AGAIN, ONE ONE ISAGAIN, ENCOURAGED ISONE AGAIN, ENCOURAGED ONE TO IS ENCOURAGED DELINEATE TO DELINEATE THE TO THE FRONTAGE DELINEATE FRONTAGE OFTHE THE OF FRONTAGE THE THERE OF THERE THE IS A ISBUS ATHERE BUS STOP STOP ADJACENT IS A STOP BUS TO STOP THE TO ADJACENT THE LOT, SO SO TO PUBLIC THE AMENITIES LOT, AMENITIES SOAMENITIES PUBLIC HEIGHT AMENITIES HEIGHT RESTRICTIONS RESTRICTIONS HEIGHT OF RESTRICTIONS RESIDENCES OF RESIDENCES OF AND BUISNESSES RESIDENCES BUISNESSES STATE AND STATE BUISNESSES A STATE A STATE RIES TOTRIES KEEP TO KEEP THE THE FRONTAGE FRONTAGE OFSTREET. THE OFFOR THE STREET. STREET. FOR FOR SPECIFIC SPECIFIC TY- TYFROM FROM PROPERTY PROPERTY LINES LINES AND AND SIGNIFICANT SIGNIFICANT ADJACENT ADJACENT BUILDINGS. BUILDINGS. ONE ONE LOT: IFWITH NOT IF BUILT NOT WITH WITH A BUILT A THAN BUILT FORM, FORM, THAN WITH WITH AFENCE 2.1M A 2.1M FENCE FENCE AROUND AROUND WERE WERE ENCOURAGED. ENCOURAGED. HEIGHT HEIGHT LIMIT LIMIT OFLIMIT 15M, OF 15M, WITH WITH THE THE POSSIBILITY POSSIBILITY OF EXTENDING OFTHAT EXTENDING THA AT THE EP THE FRONTAGE FRONTAGE TO KEEP OFTHE THE OF FRONTAGE THE STREET. OF FOR SPECIFIC THE SPECIFIC STREET. TYTYFOR SPECIFIC FROM FROM TYPROPERTY PROPERTY LINES FROM LINES AND PROPERTY AND SIGNIFICANT SIGNIFICANT LINES AND ADJACENT ADJACENT SIGNIFICANT BUILDINGS. BUILDINGS. ADJACENT ONE ONE BUILDINGS. LOT: LOT: IFONE NOT IFLOT: NOT WITH LOT: A AIFBUILT NOT FORM, WITH FORM, ATHAN BUILT WITH WITH FORM, ATHAN 2.1M A THAN 2.1M FENCE WITH AROUND AROUND A 2.1M FENCE WERE AROUND WERE ENCOURAGED. ENCOURAGED. WERE ENCOURAGED. HEIGHT HEIGHT LIMIT LIMIT OF HEIGHT 15M, OF 15M, WITH WITH THE THE OF POSSIBILITY 15M, POSSIBILITY WITH OF THE EXTENDING OFPOSSIBILITY EXTENDING OF THAT EXTEND ES, UCH SUCH ASSUCH RESIDENCES ASAND RESIDENCES ANDAND BUSINESS, BUSINESS, IFBUILDS ONE IFRIGHT ONE BUILDS BUILDS RIGHT RIGHT CANACAN DESIGN DESIGN A WALL AAWALL WITH WITH A 40% A 40% WINDOW WINDOW TO RATIO WALL TOIF WALL RATIO RATIO IFRATIO THE IF THE OPEN OPEN PUBLIC PUBLIC AREAS AND A THAT GATE A GATE THAT THAT CAN CAN CLOSE CLOSE THIS SPACE SPACE ATSPACE AT AT HEIGHT HEIGHT TO 18M TO 18M PROVIDED PROVIDED THE THE LAST LAST 3M ARE 3M ARE SET SET BACK BACK 30 BACK DEGREES 30 DEGR AS LOGIES, ESIDENCES RESIDENCES AS AND BUSINESS, RESIDENCES BUSINESS, IF ONE AND IF ONE BUILDS BUSINESS, IF RIGHT ONE BUILDS CAN RIGHT CAN DESIGN DESIGN WALL ACAN WALL WITH DESIGN WITH 40% A 40% WALL WINDOW WINDOW WITH TO A WALL TO 40%WALL WINDOW RATIO TO THE IFWALL THE OPEN IF THE OPEN PUBLIC PUBLIC AREAS AREAS OPEN AND PUBLIC AND AAREAS GATE AAND GATE AREAS THAT AND CAN CAN ACLOSE GATE CLOSE THIS THAT THIS SPACE CAN SPACE CLOSE ATTHIS AT THIS HEIGHT HEIGHT TO 18M TO 18M PROVIDED HEIGHT PROVIDED TO THE 18M THE LAST PROVIDED LAST 3M ARE 3M ARE THE SET SET BACK LAST BACK 30 3MDEGREES ARE 30 DEGREES SET 30 STREET HE STREET WITH WITH AA FORM AAFORM OFFORM AOF DEPTH AOF DEPTH 15M, OF WOULD 15M, ONE ONE WOULD WOULD WALL WALL IS SET IS FROM SET BACK BACK 3M FROM 3M FROM PROPERTY PROPERTY LINES LINES AND AND ADJACENT ADJACENT BUILDBUILDNIGHT. FROM THE THE FRONT FRONT OF THE OFWELL, THE LOT. LOT. ASWAS WELL, ASWAS WELL, ITRESTRICTED WAS IT WAS RESTRICTED RESTRICTED TO BU TO T TO ITH WITH THE A FORM A STREET FORM OF WITH OFDEPTH DEPTH A OF 15M, OF 15M, ONE AOF DEPTH ONE WOULD OF 15M, ONE WOULD WALL WALL IS SET IS SET BACK BACK WALL 3M 3M ISFROM SET PROPERTY BACK PROPERTY 3M LINES FROM LINES AND PROPERTY AND ADJACENT ADJACENT LINES BUILDAND BUILDADJACENT NIGHT. BUILDNIGHT.NIGHT. NIGHT. FROM FROM THEFROM THE FRONT FRONT FROM OF THE OFTHE THE LOT. FRONT LOT. AS AS OF WELL, THE IT IT LOT. RESTRICTED AS WELL, IT TO WAS BUILD TO RESTRICTE BUILD BUILD TO ON AN ON ADDITIONAL AN ADDITIONAL 30% OFLEFT THE OF THE LEFT LEFT OVER OVER LAND. LAND. INGS INGS ORDESIGN CAN ORACAN DESIGN DESIGN A WALL AAWALL WITH WITH AWINDOW 100% A 100% WINDOW WINDOW TO RATIO WALL TO WALL RATIO RATIO HIGHER HIGHER THAT THAT THE THE BUILDING BUILDING OF THE OF(HIGHLIGHTED THE LOT LOT (HIGHLIGHTED (HIGHLIGHT I NABLE ON AN BUILD AN ADDITIONAL TO ADDITIONAL BUILD ON30% AN30% OF ADDITIONAL THE OF30% THE LEFT OVER 30%OVER OF LAND. THE LAND. LEFT OVER INGS LAND. INGS OR CAN OR CAN DESIGN INGS OR WALL ACAN WALL WITH DESIGN WITH 100% A 100% WALL WINDOW WITH TO A 100% WALL TO WALL WINDOW RATIO TO WALL RATIO HIGHER HIGHER THAT THAT THEHIGHER THE BUILDING BUILDING THAT SOUTH THE SOUTH BUILDING OFSOUTH THE OFSOUTH THE LOT SOUTH LOT (HIGHLIGHTED OF THE LOT IN(HIGHLIG IN WISE, , ONE ONE COULD COULD ONLY ONLY BUILD BUILD ON 30% OF THE OF LOT. LOT.LOT. IF6M PLACED IF PLACED 6M FROM 6M FROM PROPERTY PROPERTY LINES LINES AND AND ADJACENT ADJACENT BUILDINGS. BUILDINGS. RED).RED). HERWISE, ULD COULD ONLY ONLY ONE BUILD BUILD COULD ON ON 30% ONLY 30% OFON THE BUILD OF30% THE LOT. ON LOT. 30%THE OF THE IF PLACED IF PLACED FROM 6M FROM IF PLACED PROPERTY PROPERTY 6M LINES FROM LINES AND PROPERTY AND ADJACENT ADJACENT LINES BUILDINGS. AND BUILDINGS. ADJACENT BUILDINGS. RED). RED). RED).

The ‘E’ band is an incentive throughout all Parisian by-laws that tries to keep the frontage of the street. For specific typologies, such as residences and businesses, if one builds right up to the street with a form of a depth of 15m, one would be able to build on an additional 30% of the left over land. Otherwise, one could only build on 30% of the site area.

The openings of a built form are governed by the setbacks from property lines and significant adjacent buildings. One can design a wall with a 40% window to wall ratio if the wall is set back 3m from property lines and adjacent buildings or can design a wall with a 100% window to wall ratio if placed 6m from property lines and adjacent buildings.

Again, one is encouraged to delineate the frontage of the lot: if not with a built form, than with a 2.1m fence around open public areas and a gate that can close this space at night.

FOREST AND TREE AS

As the site has aACTIVATORS bus stop Height restrictions of residences adjacent to it, the laws and businesses state a height encourage public space to be limit of 15m, with the possibility URBAN URBAN LAW LAW STRATEGY STRATEGY URBAN URBAN URBAN LAW LAW STRATEGY STRATEGY LAW STRATEGY considered for the site. of extending that height to 18m provided the last 3m are set back STONES TO BY CREATING BY CREATING A PEDESTRIAN APATH, PEDESTRIAN PATH, WE OPEN WECARVE OPEN UPPOSTHE UP THE POSPOS-POSBY CREATING BY CREATING A PEDESTRIAN ABY PEDESTRIAN CREATING APATH, PEDESTRIAN WEPATH, WE OPEN OPEN UP PATH, THE UP THE POSWE OPEN UP THE SIBILITY SIBILITY TO TO BUILD ON MORE ON MORE OFLOT, THE OFWE THE LOT, LOT, AS WE ASNOW CAN WE NOW NOWNOW SIBILITY SIBILITY TO BUILD TO BUILD SIBILITY ONBUILD ON MORE MORE TO OF BUILD THE OF THE ON LOT, MORE AS AS OF WE CAN THE CAN NOW LOT, ASCAN WE CAN 30 degrees from the front of the CIRCULATION HAVE HAVE A BUILT BAND ABUILT BAND OF BUILT OF BUILT FORM FORM ALL ALL ALONG ALONG THE EDGE EDGE OFEDGE OF OF HAVE HAVE A BAND A BAND OF OF HAVE FORM A BAND FORM ALL OF ALL ALONG BUILT ALONG FORM THE THE EDGE ALL EDGE ALONG OF THE OF THE THE THE PATH. PATH. THUS, THUS, WE CAN WEMOST CAN FIT MOST FITTHE MOST OFMOST THE OF THE THETHE PATH. PATH. THUS, THUS, WE THE WE CAN PATH. CAN FIT THUS, FIT MOST WE OF CAN THE OF FIT OF THE lot. As well, it was restricted to INDUSTRIAL INDUSTRIAL ANDAND INSTITUTIONAL INSTITUTIONAL INDUSTRIAL INDUSTRIAL AND AND INDUSTRIAL INSTITUTIONAL INSTITUTIONAL AND INSTITUTIONAL PROGRAMS PROGRAMS ONGROUND THE ON THE GROUND GROUND FLOOR. FLOOR. PROGRAMS PROGRAMS ON ON THE PROGRAMS THE GROUND FLOOR. ON FLOOR. THE GROUND FLOOR. build higher that the building south of the lot (highlighted in red). www.autodesk.com/revit www.autodesk.com/revit www.autodesk.com/revit www.autodesk.com/revit www.autodesk.com/revit

THE CANOPY TO SHELTER

ENTRANCES ENTRANCES INTO INTO THE THE RESIDENCES RESIDENCES AREON ARE PLACED PLACED ON EVERY ON EVERY ENTRANCES ENTRANCES INTO INTO ENTRANCES THETHE RESIDENCES RESIDENCES INTO ARE THE ARE PLACED RESIDENCES PLACED ON EVERY ARE EVERY PLACED ON EVERY STREET-FRONT, STREET-FRONT, TO MAXIMIZE TO MAXIMIZE STREET STREET ACTIVITY. ACTIVITY. STREET-FRONT, STREET-FRONT, TOSTREET-FRONT, MAXIMIZE TO MAXIMIZE STREET TO STREET MAXIMIZE ACTIVITY. ACTIVITY. STREET ACTIVITY.

Consultant Consultant ConsultantConsultant Consultant Address Address Address Address Address Address Address Address Address Address PhonePhone PhonePhone Phone Fax Fax Fax Fax Fax e-mail e-mail e-mail e-maile-mail Consultant Consultant ConsultantConsultant Consultant Address Address Address Address Address Address Address Address Address Address PhonePhone PhonePhone Phone Fax Fax Fax Fax Fax e-mail e-mail e-mail e-maile-mail Consultant Consultant ConsultantConsultant Consultant Address Address Address Address Address Address Address Address Address Address PhonePhone PhonePhone Phone Fax Fax Fax Fax Fax e-mail e-mail e-mail e-maile-mail

THE THE BIKE BIKE PATH PATH ISRIGHT PLACED IS PLACED RIGHT RIGHT NEXT NEXT TOBUS THE TOSTOP THE BUS BUS STOP STOP THETHE BIKE BIKE PATH PATH IS PLACED THE IS PLACED BIKE PATH RIGHT NEXT IS PLACED NEXT TO THE TO RIGHT THE BUS NEXT STOP TO THE BUS STOP TO CONTINUE TO CONTINUE THE THE PUBLIC PUBLIC CIRCULATION. CIRCULATION. TO CONTINUE TO CONTINUE THE TO THE PUBLIC CONTINUE PUBLIC CIRCULATION. CIRCULATION. THE PUBLIC CIRCULATION.

THETHE PAVILLION PAVILLION PLACEMENT PLACEMENT IS MADE IS MADE POSSIBLE POSSIBLE BY THE BY THE THETHE PAVILLION PAVILLION PLACEMENT THE PLACEMENT PAVILLION IS MADE ISPLACEMENT MADE POSSIBLE POSSIBLE IS BYMADE THE BY THE POSSIBLE BY THE FACT THAT THAT IT THAT IS IT BELOW IS IT BELOW IN 6M HEIGHT, IN HEIGHT, AND AND ANY ANY BUILT BUILT FACT FACT THAT THAT ITFACT ISIT BELOW IS FACT BELOW 6M IN 6M HEIGHT, IN IS6M HEIGHT, BELOW AND 6M AND ANY INANY HEIGHT, BUILT BUILT AND ANY BUILT FORM FORM BELOW IN 6M HEIGHT IN HEIGHT DOES DOES NOT NOT HAVE HAVE RESTRICRESTRICFORM FORM BELOW BELOW 6MBELOW IN 6M FORM HEIGHT IN 6M HEIGHT BELOW DOES 6M DOES NOT IN NOT HEIGHT HAVE HAVE RESTRICDOES RESTRICNOT HAVE RESTRICTIONS ON PLACEMENT ONAND PLACEMENT ANDAND SETBACKS. SETBACKS. TIONS TIONS ONTIONS ON PLACEMENT PLACEMENT TIONS ONAND PLACEMENT SETBACKS. SETBACKS. AND SETBACKS.

No.No.

0m 4m

0m 8m

8m 0m 4m

8m 8m 1:2001:200 4m

8m 1:200 1:200 1:200

No.Description No. Description Description No. Description Description Date Date DateDateDate

STRUCTURAL DIAGRAM AND ENVELOPE DETAIL SECTION gravel, drainage barrier, rigid insulation (sloped to a drain) 100mm CLT floor

STRUCTURAL AXONOMETRIC

75mm wood cladding, 100mm air space, weather barrier, 25mm plywood, batt insulation, lightwood framing, 25mm ply, 100mm gypsum

CLT TIMBER COLUMNS AND BEAMS

THE FOREST

30mm parket wood finish, 120mm concrete, 150mm insulation w/radiant heading pipes, waterproof barrier, 100mm CLT floor

200mm cast-in-place concrete, 100mm rigid insulation, 200mm castin-place concrete

THE TREE

CAST-IN-PLACE CONCRETE WALL AND FLOOR SLAB

50mm vegetation, 100mm soil, 100mm drainage mat, waterproof barrier, rigid insulation (sloped to drain), 75mm CLT floor, 300mm batt insulation (CLT beams), 75mm ply, 25mm gypsum.

CAST-IN-PLACE CONCRETE FOUNDATIONS AND FOOTING

1:500

HERMÈS ATELIER DE MAROQUINNERIE UNDERGRADUATE OF ARCHITECUTRAL SCIENCE SEMESTER 8 PARIS EXCHANGE 2019 Part of what the brief asked us to do was to reintroduce the history of production in Pantin to the dwindling community. As part of this, we were tasked with relocating the Atelier of Hermes that had been working out of Pantin for years. In our studies, we got to tour the atelier and the offices of Hermes. What we found was a deep connection to work and play within the atelier. Not only was there a process of production that worked well, and should be respected, the comfort of the skilled craftsmen should be a top priority. The work flow is streamlined on the second floor, ensuring that everything is accessible and accounted for and that the concentration and flow of the leatherworking craft is respected. The ‘repos’ or rest spaces were distinct from the work spaces, but not at all neglected, with a large section of the office underneath the atelier reserved for lunch tables, comfortable seating and even a garden to get some fresh air. We were told that the work flow worked very well for the employees and they would like for the quiet artisan space to be conserved.

4 6

1 ENTRANCE TO WORKSPACES 2 THE CAFETERIA 3 PERSONAL SPACE 4 THE CUTTING ROOM 5 STORAGE SYSTEM 6 WORKSPACES 7 ATELIER

ANA ENE ANA ENE ANA ENE ENE ANA ENE ANA ENE ANA ANA ENE ANA ENE ANA ENE ENE ANA ENE ANA ENE ANA ANA ENE ANA ENE ANA ENE ENE ANA ENE ANA ENE ANA ANA ENE ANA ENE W O R K S