Book by Alexander Chinderle

ALEXCHINDERLE

320 E. NORTH WATER

CURRENT STUDIO - SAN FRANCISCO AQUATIC CENTER

CHICAGO OLYMPIC TRAINING

GRADUATION PAVILION

GREEN SPACE IN THE CITY

BEYOND THE RIDGE

320 E. NORTH WATER CHICAGO, ILLINOIS

partners professor semester scale

Alexandria Leppert, John Essig Paul Armstrong Fall 2015 2,000,000 SF

Tall buildings are a critical component of the urban fabric which contribute to the success of cities around the world. An academic approach to contextual relationships, site access, program and mechanical systems with a clear concept and expression shows what the future of the tall building can look like. Tall buildings contain the energy of the people that use them, day in and day out. Tall buildings contain the energy of the people that use them, day in and day out. Tall buildings contain the energy of the people that use them, day in and day out. Tall buildings contain the energy of the people that use them, day in and day out.

6 SHADED SEATING

8 REFLECTIVE GLAZING + PASSIVE LEASABLE SPACE

10 TRANSPARENT GLAZING + DYNAMIC EVENT SPACE

14 STREET LEVEL PLAN + RIVER LEVEL PLAN

SITE + BUILDING ACCESS 15

16 BUILDING FORM + STRUCTURAL EXPRESSION

GREEN SPACE + MECHANICAL SYSTEMS 17

22 TYPICAL OFFICE PLAN

AIR INTAKE Outside air enters through front face of “wing”

MECHANICAL FLOOR

ARCHED SLAB EDGE Increases views out near exterior facade and allows more sunlight to penetrate deeper into the ﬂoor plate

OPEN OFFICE

AIR INTAKE

STRUCTURAL MULLION Also serves as light shelf to reduce direct sunlight entering the atrium

HEATED SLAB

OPEN OFFICE

SECONDARY STRUCTURE Intersects with primary structure every four ﬂoors

RAISED FLOOR Allows space for ducts and other mechanical systems to circulate DOUBLE SKIN Allows air to be brought in and exhausted at every ﬂoor level for improved energy performance

SUSPENDED WOOD ACOUSTIC CLG. Natural material to compliment concrete slab with perforations for air ﬂow and improved acoustics, allows light housing and sprinkler lines to be concealed above

OPEN OFFICE

10’-0”

FLEXIBLE OFFICE ATRIUM Functions as building’s “lungs” by bringing air in to be treated and distributed to office floors, reducing energy usage via solar gain and reducing floor-to-floor heights

13’-0” FLOOR-TO-FLOOR

3’-0”

OPERABLE WINDOW

OPEN OFFICE

OFFICE SECTION 23

24 TYPICAL RESIDENTIAL PLAN

ARCHITECTURAL HEIGHT 1250’ 105 FLOORS

RESIDENTIAL

43 FLOORS

10’-0” FLOOR TO FLOOR ±30’-0” LEASE SPAN

486,020 SF

STUDIO - 124 UNITS 808 SF 1 BEDROOM - 125 UNITS 1118 SF 2 BEDROOM - 62 UNITS 1463 SF 3 BEDROOM - 60 UNITS 2042 SF PENTHOUSE - 6 UNITS 5230 SF 85.1% FLOOR EFFICIENCY

RESIDENTIAL AMENITY

24,374 SF

OFFICE

57 FLOORS

13’-0” FLOOR TO FLOOR 45’-0” LEASE SPAN

OFFICE AMENITY

914,070 SF

14 FLOORS

GREEN SPACE REPLACEMENT

20,174 SF

155%

SITE MODEL 27

BUILDING MODEL 33

OLYMPIC + PARALYMPIC TRAINING CENTER CHICAGO, ILLINOIS professor semester scale nomination program

Carl Lewis Spring 2015 400,000 SF Chicago Prize - Honorable Mention Sports

Olympic architecture has the power to display cultural and societal development and describe the patterns that give life and fulfillment to the sports and recreation community. Structure and big ideas in combination with careful planar and sectional relationships can redefine the way that athletes and fans interact at sport venues. Organization of activites

TRAINING

COURT SPORTS

WATER SPORTS

PERFORMANCE

40 RIBBON ORGANIZATION + BUILDING INTERACTION

COURT SPORTS

WATER SPORTS

TRACK + INDOOR SHOOTING RANGE

PRIMARY TRUSS STRUCTURE

SECONDARY STRUCTURE

EMERGENCY EGRESS VERTICAL CIRCULATION

STADIUM SEATING

KAYAK CONVEYOR LIFT STADIUM SEATING

FULL PROPOSAL

FORM STUDY MODELS 43

Sixth Floor Plan

Fifth Floor Plan

Fourth Floor Plan

Third Floor Plan

Second Floor Plan

44 SCHEMATIC FLOOR PLANS

Ground Floor Plan

ADLER PLANETARIUM

WATER TRAINING

VERTICAL CIRCULATION VERTICAL CIRCULATION COURT TRAINING

KAYAK LIFT

PARKING

PUBLIC CIRCULATION

BLEACHERS

SKIING TRACK SERVICE

SLALOM FINISH

ENTRANCE

SLALOM START

INDOOR SEATING

UPPER POOL

OLYMPIC HISTORY

SLALOM TRAINING PUBLIC CIRCULATION SLALOM TRAINING LOWER POOL

PUBLIC CIRCULATION

SKIING TRACK

48 ENTRANCE ELEVATION + SECTION

WATER ELEVATION + SECTION 49

50 STADIUM + TRACK

STADIUM 51

FINAL SITE MODEL 53

GRADUATION PAVILION CHAMPAIGN, ILLINOIS professor semester scale program

Marci Uihlein Fall 2015 500 SF Recreation

In order to apply knowledge about the Equivalent Lateral Force Method (ELF) of seismic analysis, design a partially enclosed or roof structure which spans from the lower courtyard to the ground level. The structure is designed to be on display for interaction following the graduation ceremony and circulation can occur on the structure or below, however it must be accounted for in the structural design of the project. Architectural and structural form can work together to meet the ground at one line and one point to allow access.

62 OCCUPIABLE ROOF + STAIR ACCESS

ROOF CIRCULATION 63

64 SEISMIC STRUCTURAL ANALYSIS

CLIMBING ROPE, VARIOUS COLORS

HSS 6.625x.500"

EXISTING CONCRETE TILE

8"x8" STEEL PLATE, FILLET WELDED TO HSS 6x6x1/2" STEEL ANGLE 3/4"Ø STEEL BOLTS 3/4"Ø STEEL ANCHORS 6-#4 VERTICAL REINFORCING #4 CIRCULAR REINFORCEMENT BAR AT TOP, MIDDLE AND BOTTOM OF PIER FOUNDATION, MINIMUM 1.5" CONC. COVER 16"Ø CONCRETE PIER FOUNDATION TO BEAR ON SOIL CAPABLE OF CARRYING MIN. 3,000 PSF. MINIMUM 3'-0" BELOW GRADE

CONSTRUCTION DETAIL 65

GREEN SPACE IN THE CITY CHICAGO, ILLINOIS professor Brian Vesely semester Spring 2013 program Urbanization

GREEN ROOF FARMER'S MARKET VACANT BUILDINGS

Urban populations are on the rise and will continue to be for the foreseeable future.

This has caused city planners, architects and investors to reconsider the ways in which green spaces can be integrated into our urban environments for their environmental and social benefits. Green space is the single element of the urban threshold which seeks to provide relief from everyday stresses and seeks to provide positive human

interactions within them. Urban green space can easily get neglected because it does not, by itself, hold much value to land compared to what a new apartment or office

tower may be able to bring in. However, urban areas with more green space tend to have significantly higher property values and cities have begun to embrace this to provide more landscaped relaxation space.

In regards to sustainability, green space has several functions. Biodiversity is critical to

the food chain and lack of urban green space has driven bug, plant and animal species out of the cities we live in. Green space increases local bird population which helps to improve the ecology of the spaces in and around our cities. Heat island effect is

another major issue in urban environments, caused by large thermal masses (roadways and walkways) capturing heat from sunlight which increases urban environment by ten degrees or more. Urban landscapes can reduce this effect and actually begin to create a cooling effect in these areas from evapotranspiration.

The next two projects look at ways to introduce green space and other programs to

improve social, economic and environmental factors in the area. Vacant buildings are

a natural part of cities as they progress and grow. Old properties become undesirable and need to be redefined. These vacant buildings also bring negative social and

economic situations in their immediate surroundings which means neighboring property values tend to be reduced. One solution to this issue is to look at these

existing structures as an opportunity for new green space which can actually increase local property values. Introducing program, such as urban farming, can provide new opportunities for social and economic situations in an area.

Green space can also be integrated to existing buildings to provide a new way of

interacting in buildings. Common green roofs in urban environments are invisible

to passersby which means that their effectiveness for engaging social interaction is

greatly reduced. One way of redefining this green space in a multi-story program can be implementing a roof garden which has a slope to it. This move provides unique

opportunities for space to be created on the roof garden and also makes the green

space more visible from the street. This allows more people to occupy the green space because more people know of its location. Looking at the building form, in the case of a library, allows the program to be divided so that interaction can occur through

the threshold of the green space, connecting the think tank to the main library stacks. Rethinking the way that green space interacts with a buildingâ&#x20AC;&#x2122;s program can provide unique opportunities for the buildingâ&#x20AC;&#x2122;s inhabitants while also increasing the number of people that might use the building.

URBAN FARMING CHICAGO, ILLINOIS professor semester scale program

Brian Vesely Spring 2013 Varies Redevelopment

74 STUDY MODELS + URBAN FARMS

STUDY MODELS + PUBLIC SPACE 75

BUILDING SECTION 77

URBAN LIBRARY CHICAGO, ILLINOIS professor semester scale program

Brian Vesely Spring 2013 200,000 SF Library

80 1/2” = 1’-0” SECTION MODEL

VISIBLE GREEN ROOF + CIRCULATION + LIBRARY STACKS 81

BUIDING SECTION 83

84 BUILDING ELEVATION

BUILDING SECTION 85

86 GROUND FLOOR PLAN

THIRD FLOOR PLAN 87

35°Angle of Repose

Perforated Drainage Pipe Flashing Sloped Skylight

Suspended Acoustic Panels

Stained Concrete Slab

Double Pane Glazing 12” Deep Soil Suitable for Tall Grasses

Waterprooﬁng Membrane 4” Rigid Insulation

Suspended Acoustic Panels Concrete Beam W/ Rebar Steel Stairs w/ Concrete Tread

92 DETAIL AT STAIRS

42” Fritted Glass Guardrail w/ 36” Wood Handrail Steel Channel Stringer Susp. from Concrete Beam

FINAL BUILDING MODEL 93

BEYOND THE RIDGE BARCELONA, SPAIN partner professor semester scale program

Yangyang Shao Sara Bartumeus Fall 2014 2,000,000 SF Urbanization

98 VIEWS OF LA SAGRADA FAMILIA

Monuments have always been a fascination and reason for travel throughout time. While the public interest and intent of the monument has evolved from religious motivation to recreation, the way that people interact with these landmarks and monuments has evolved as well.

DISNEY AVENUE

Cinderella's Castle is a prime example of a modern day monument. The prime motive for visiting Disney World is to experience thrill rides and Disney characters and this monument just happens to be in the background. To many people visiting a monument such as this is just as much about the experience of the surroundings as it is the monument. This brings new meaning to the monument itself as it is experienced so differently from different angles and from different distances and depending upon the pertinent activity.

LEARNING FROM DISNEY 99

VARIETY OF HUMAN SCALE A close, comfortable, seated environment between two people creates space for intimate and personal conversation. A close encounter allows for place to hold medium conversation or grounds for two people meeting for the first time. A more public conversation may occur at further distances, but topics would be very light and less personal. Distance as far as D/H = 4 may be simple eye contact and a brief hello but would not likely contain a conversation for any duration of time.

100HUMAN INTERACTION

RIDGE [rij] noun 1. artistically divides space and creates a sense of place at a variety of scales 2. organized on a structural grid to promote movement angular to landmark 3. places of gathering among large, open square 4. vertical integration encouraged with pop-up art displays 5. larger than life, one main ridge creates space for public performance and relaxation in the front lawn of La Sagrada FamĂlia

RIDGES101

REMOVE BUILDINGS + ADD SURFACE + PROGRAM103

28M

104OPEN CORRIDOR IN EXIAMPLE

GROUND LEVEL PLAN + UPPER LEVEL PLAN105

Modern museum space Pop-up for interior and exterior art viewing Ridge as bench Ridge as railing Digital museum display Opening with artwork

108SECTION AT MUSEUM

FULL SITE SECTION109

1123D PRINTING LA SAGRADA FAMILIA

LA SAGRADA FAMILIA

PROPOSAL FROM LA SAGRADA FAMILIA

FULL PROPOSAL

AQUATICS + AQUATIC THERAPY CENTER SAN FRANCISCO, CALIFORNIA partner professor semester scale program

Joshua Chen Scott Murray + Marci Uihlein Spring 2016 200,000 SF Sports + Health

The Structures Option Design Studio is a comprehensive design studio which focuses on structure, enclosure, technology and performance. The relationship between architectural and structural design is critical for the success of long-span gathering spaces. Sports architecture has a great potential to serve the community as more than a venue. As a center for exercise and competition, it builds up the culture of healthy living; as a center for hydrotherapy it provides a retreat for growth, health and recovery. The building acts as a whole to collect and reclaim water to replenish the environment and give back to the community.

118

Urban populations are on the rise and will continue to be for the foreseeable future.

interactions within them. Urban green space can easily get neglected because it does not, by itself, hold much value to land compared to what a new apartment or office

In regards to sustainability, green space has several functions. Biodiversity is critical to

120 STRUCTURE IN ARCHITECTURE

Urban populations are on the rise and will continue to be for the foreseeable future.

interactions within them. Urban green space can easily get neglected because it does not, by itself, hold much value to land compared to what a new apartment or office

In regards to sustainability, green space has several functions. Biodiversity is critical to

121

competition

spectator entry

aquatic therapy

PROGRAM

UNIFYING ROOF

competition

aquatic therapy PROGRAM

UNIFYING ROOF

UNIFYING ROOF PROGRAM

therapy + athlete entry

ENTRANCE UNIFYING ROOF

raining

dry

rainin translucent cover from dbl. skin & recirculation

122 CELEBRATE WATER COLLECTION

spectator entry

apy + athlete y

WATER COLLECTION

DENOTE ENTRY

UNIFYING ROOF WATER COLLECTION

therapy + athlete entry

ENTRANCE

translucent cover from dbl. skin & recirculation raining

indoor ~68*

dry

indoor

outdoor

translucent cover

~68*

~55* or less

from dbl. skin & recirculation

exhaust

outdoor ~55* or less

water collected

ind DOUBLE SKIN CONDENSATION COLLECTION 123

~68

124 CAST SOAP

PROGRAM STUDY 125

126 FORM STUDY

FORM STUDY 127

128 CARVING ROOF FORM

CAST CONCRETE, VACUUM FORM ROOF PLANE 129

130 3D PRINTED BUILDING FORM, VACUUM FORM

FINAL BUILDING MODEL 131

Î&#x201D;max= .62â&#x20AC;?

Three-chord trusses are commonly used for long span structures in areas with high seismic activity. With webs stretching in three directions instead of two, the trusses are more resilient in resisting horizontal forces. Traditional three-chord trusses have two chords at the top, along the roof plane, and one chord low to increase the stiffness of the truss. For traditionally arched roofs, this is the most economic way to provide stiffness while minimizing the amount of steel in the truss.

132 THREE-CHORD TRUSS

For buildings that have openings in the roof between trusses, this creates a strong rhythm and is ideal for spaces which are open but may want to be divided in a subtle manner. The National Tennis Centre (left) designed by Jackson Architecture is a perfect example of this where the large, indoor tennis courts want to be in a single space but the trusses are used to subdivide the space between courts. This allows the courts to be illuminated while there is a subtle change in light levels between courts.

Δmax= .23”

In contrast to the program of the Tennis Centre, a swimming facility has ... Allows one tie-in for light scoops ... reduces amount of “roof space”, essentially eliminates the idea of a “roof plane” Structurally, the inverse arch form of the roof truss means that two chords at the bottom of the truss reduces deflection

VERTICAL LOADS 133

50K

.11”

Trusses supported by one column

15’-0”

-0”

134 TRUSS TO COLUMN CONNECTION

12’-0” TYP.

50K

.03”

Trusses supported by two columns

6’-0” LATERAL LOADS: X-DIRECTION 135

7.67”

48.83” 50K

136 TRUSS-COLUMN

50K

7.13” 50K

6.19” 50K

5.55” 50K

LATERAL LOADS: Y-DIRECTION 137

STORAGE

24' - 0"

PUMP ROOM

UP 24' - 0"

+1’-6” JANITOR / MAINT.

24' - 0"

TEAM

24' - 0"

WOMEN TEAM

E 24' - 0"

TEAM

F MEN

24' - 0"

FIRST AID

G 24' - 0"

TEAM

24' - 0"

+3’-4”

K 24' - 0"

MECHANICAL

24' - 0"

+1’-6” 24' - 0"

ATHLETE ENTRANCE

+3’-4”

24' - 0"

O 24' - 0"

P 24' - 0"

UP STAFF

STAFF

SAUNA

24' - 0"

UP WOMEN THERAPY POOL

24' - 0"

MEN

PUMP ROOM

SAUNA

+3’-4”

THERAPY SPACE

24' - 0"

THERAPY POOL

24' - 0"

T PARKING THERAPY SPACE

U 24' - 0"

THERAPY POOL

17' - 6"

UP DN BIKE PARKING

LOWER LEVEL SUN POSITION PLAN 138MORNING

2 2a

A CAFE

SPECTATOR ENTRANCE

24' - 0"

STORAGE TRASH PICKUP

+15’-0”

24' - 0"

C 24' - 0"

24' - 0"

MEN

24' - 0"

WOMEN

E 24' - 0"

24' - 0"

H 24' - 0"

24' - 0"

KITCHEN

I 24' - 0"

24' - 0"

CONCESSIONS

24' - 0"

K 24' - 0"

24' - 0"

MEN

L 24' - 0"

24' - 0"

WOMEN

24' - 0"

O CAFE

24' - 0"

DN +15’-0”

KITCHEN

24' - 0"

N 24' - 0"

P 24' - 0"

24' - 0"

DN YOGA

MASSAGE

PHYSICAL THERAPY

24' - 0"

ADMINISTRATION

UNISEX

24' - 0"

YOGA UNISEX ACUPUNCTURE

GYM

OFFICE

R 24' - 0"

24' - 0"

OFFICE THERAPY OFFICE

S 24' - 0"

24' - 0"

CONF.

MASSAGE

T 24' - 0"

24' - 0"

OFFICE THERAPY OFFICE

U OFFICE

24' - 0"

MASSAGE

+15’-0”

OFFICE

2 2a

17' - 6"

LOUNGE

OFFICE

2 2a

MAIN LEVEL PLAN, ROOF SOLARPLAN NOON139

East Elevation

12'

24'

2 D1

Longitudinal Section 140

12'

24'

UPPER LEVEL 37’-9”

BRANNAN LEVEL 15’-0”

GROUND LEVEL 3’-4”

TOWNSEND LEVEL 0’-0”

2 D2

UPPER LEVEL

37’-9”

BRANNAN LEVEL 15’-0”

GROUND LEVEL 3’-4”

TOWNSEND LEVEL

0’-0”

BUILDING ELEVATION AND SECTION141

A1 1

UPPER LEVEL 37’-9”

BRANNAN LEVEL 15’-0”

GROUND LEVEL 3’-4”

TOWNSEND LEVEL 0’-0”

Aquatic Therapy Entrance

142 PRELIMINARY COMPETITION SPACE

12'

24'

LONG SPAN STRUCTURE 143

ENTRANCE AT WATER COLLECTION 145

UPPER LEVEL 37’-9”

BRANNAN LEVEL 15’-0”

GROUND LEVEL 3’-4”

TOWNSEND LEVEL 0’-0”

SOUTH ELEVATION

12'

24'

146 WATER COLLECTION AT MAIN ENTRANCE

UPPER LEVEL 37’-9”

BRANNAN LEVEL 15’-0”

GROUND LEVEL 3’-4”

TOWNSEND LEVEL 0’-0”

AQUATIC THERAPY SECTION

12'

24'

DETAILS FOR WELLS 147

1 copper-nickel roofing to lap over prefabricated light scoop 2 8” metal decking fastened to HSS8x8x1/2

2 D1

3 6“ HSS6X.500 lateral member bolted to gusset plate

4 laminated safety glass of 1/4” glass + 1/2“ cavity + 2x1/4” tempered glass with PVB film 5 photovoltaic module on aluminum structure mounted to copper-nickel standing seam metal roof

6 copper-nickel roofing to lap over prefabricated light scoop 7 copper-nickel locking seam metal roof, waterproof membrane, 5/8“ DensGlass, 5” (R-25) rigid insulation, 8“ metal decking with polyurethane spray foam insulation (R-20) in cavities, W16 x 40 steel beam, California Sycamore cladding 8 copper-nickel soffit, steel framing, adjustable steel riser, chamfered W16 x 40 steel beam 9 Schock thermal break

10 2”x4”x10’-0” California Sycamore lapped vertical siding, waterproof membrane, 2” rigid insulation (R-10), 8” metal studs 16”O.C. with fiberglass insulation (R-15), 5/8” DensGlass, flush California Sycamore cladding

11 2“x4”x10’-0“ California Sycamore lapped vertical siding, waterproof membrane (aluminum sheet metal at base), 2” rigid insulation, 12“ conc. foundation wall 12 12” gravel fill, 6” perforated drain pipe, 12“x24” concrete footing

13 HSS10X.500 chord member with fluorescent light fixture, HSS6X.500 web members 14 6“ metal stud framing with channels, gypsum ceiling, Lumionation LED luminaire - SS Series lighting fixture 15 air return

16 Nedlaw living wall, vegitation embedded in 4” soil, air filtration to return duct 17 3” concrete ledge, water barrier, 2“ø drain pipe

18 1x4 California Sycamore guardrail cap 42”H, 1 1/2“ round California Sycamore handrail 36”H

19 1” California Sycamore, 1/4” glass guardrail to extend 8” below ceiling through-bolted to W14 x 48 beam 8”O.C. 20 perforated exhaust intake, exhaust air duct 21 concealed sprinkler head 22 fluorescent light fixture

23 3 1/2” concrete over 1 1/2” metal decking, W14 x 30 steel beam, suspended 4” , steel channels, 5/8” type X gyp. board 24 6’x14’ endless pool with 1 1/2“ grab bars

25 vegetative biofiltration wall plants embedded in soil, planters, water barrier 8” cmu backup wall with vertical reinforcement, horizontal ladder-type bracing with bond beam every fourth block

26 1” stained concrete cover with slip-resistant concrete deck treatment, 6” concrete slab, 12” gravel fill 27 92‘-0”x82’-0” pool with ADA lift and sloped ADA entry

0’-0”

148 WOOD CLADDING ELEVATION

2 D1

15 10

15’-0”

17 19 20 22

3’-4”

0’-0”

WOOD CLADDING AND GREEN WALL SECTION DETAIL 149

axial force

member sizing

-4.63K

1.55K

4.63K

5.43K

-1.61K

-1.55K

Δmax = .56"

1.55K -1.61K

shear force

deflection - dead load + live load

deflection - wind load CHIN CHEN nd deflection ++ REACTIONS 150 LIGHT SCOOP LOADING SOMA AQUATICS

-5.43K -10.73Kft -0.26Kft 0.26Kft -1.76Kft 3.78Kft

Δmax = .62"

-1.76Kft

moment force other systems 5.1.2 light scoop primary framing element output

0.049Kft

CHIN + CHEN

LIGHT SCOOP CONCEPT 151

member utilization member utilization

152 LIGHT SCOOP MEMBER UTILIZATION

LIGHT SCOOP FRAMING MODEL 153

NORTH-FACING Indirect light evenly distributed throughout the building

EAST-FACING Captures more light in the morning, evenly distributed across roof for even light throughout the building

WEST-FACING Captures more light in the afternoon, evenly distributed across roof for even light throughout the building

154 LIGHT SCOOP ORIENTATION

NATURAL LIGHT LEVELS 155

156

157

4 D2

1 +60’-3”

1 copper-nickel locking 5/8” DensGlass sheath copper-nickel soﬃt, HSS purlins, adjustablt chamfered W12 x 96 c

2 structural thermal brea roof beam to HSS viere

3 exhaust vent with ope

4 1/2” laminated safety g pattern

5 HSS vierendeel truss fa 1”Ø horizontal ties, corrosion resistant coa

6 vierendeel lateral tie to steel cover plate to acc

7 W12x14 spandrel beam dead-load curtain wall stick-built inner-skin, d

8 1/2“ laminated safety v

9 exhaust air jet nozzle

folded sheet steel drai 10 2”Ø drainage pipe to g

exterior application sta 11 intake trench

12 fresh-air intake with op

13 2” gravel bed, 30“ ﬁll, 1 8”Ø foundation draina

14 12”Ø exhaust air duct swimming pool exhua seismic restraint brack

15 5” rigid insulation (R-2 folded steel frame on W 16 suspended ceiling w/ 17 “Carl” 24

18 interior curtain wall w/ LED cove lighting ﬁxtu

19 1 1/2“ acid stained ﬁni 3 1/2” lightweight con W10 x 39 ﬂoor beam t suspended ceiling w/ +32’-10” 10m diving platform

20 LED diﬀuse ceiling ligh

21 suspended wood ceili quartersawn california

22 primary truss #1, HSS8.625x0.375 chord stadium lighting attac

23 steel-framed diving to

24 pool deck drainage tre

3 D2

MEGA-COLU

11 +15’-0”

4 D2

THROUGH-P

NTS

3 D2 13

25 14 +1’ -6”

2 D2

158 DOUBLE SKIN SECTION DETAIL

SECTION DETAIL 0

1’

2’

4’

5 D2

THERM ANA

50° F ave exterior

5/8” DensGlass sheathing, copper-nickel soﬃt, HSS purlins, adjustablte steel riser, chamfered W12 x 96 cantilever beam

3 exhaust vent 3with operable glass louvers

4 1/2” laminated safety glass with gradiated sikscreen ceramic frit pattern 3 exhaust vent with operable glass louvers

2 structural thermal break pad connection from roof beam to HSS vierendeel truss structure

1 copper-nickel locking seam metal roof, waterproof membrane, 5/8” DensGlass sheathing, copper-nickel soffit, HSS purlins, adjustablte steel riser, chamfered W12 x 96 cantilever beam

4 1/2” laminated safety glass with gradiated sikscreen ceramic frit

5 D2 HSS vierendeel truss facade support structure w/pattern 5 HSS vierendeel truss facade support structure w/ 1”Ø horizontal ties, 1”Ø horizontal ties, 4 corrosion resistant coating corrosion resistant coating 6 vierendeel lateral tie to mega-column w/ steel cover plate to accomodate movement

6 vierendeel lateral tie to mega-column w/ steel cover plate to accomodate movement

2 structural thermal break pad connection from roof beam to HSS vierendeel truss structure

7 W12x14 spandrel beam w/ dead-load curtain wall anchors; stick-built inner-skin, double-glazed insulating glass unit

7 W12x14 spandrel beam w/ 9 exhaust air jet nozzle dead-load curtain wall anchors; 5 foldedunit sheet steel drainage gutter w/ stick-built inner-skin, double-glazed insulating glass 8 1/2“ laminated safety vision-glass

oof, waterproof membrane,

3 exhaust vent with operable glass louvers 4 1/2” laminated safety glass with gradiated sikscreen ceramic frit pattern

10 2”Ø drainage pipe to grey water system

ction from ructure

8 1/2“ laminated safety vision-glass

uvers

diated sikscreen ceramic frit

exterior application stainless steel grate over 11 intake trench

9 exhaust air jet nozzle

structure w/

13 2” gravel bed, 30“ ﬁll, 12” gravel ﬁll 8”Ø foundation drainage pipe to foundation drainage

folded sheet steel drainage gutter w/ 10 2”Ø drainage pipe to grey water system

n w/ vement

14 12”Ø exhaust air duct from swimming pool exhuast system w/ seismic restraint brackets

exterior application stainless steel grate over 11 intake trench

insulating glass unit

/ em

12 fresh-air intake with operable damper

ate over

5 HSS vierendeel truss facade support structure w/ 1”Ø horizontal ties, corrosion resistant coating

12 fresh-air intake with operable damper

6 vierendeel lateral tie to mega-column w/ steel cover plate to accomodate movement

15 5” rigid insulation (R-25), 8” long-span steel decking, folded steel frame on W12 x 96 roof framing 16 suspended ceiling w/ 5/8” type-X gypsum board

7 W12x14 spandrel beam w/ dead-load curtain wall anchors; stick-built inner-skin, double-glazed insulating glass unit

17 “Carl” 18 interior curtain wall w/ 1” insulating glass unit, LED cove lighting fixture on horizontal mullion 19 1 1/2“ acid stained finished floor screed,

3 1/2” lightweight concrete topping, 1 1/2” metal decking, 13 2” gravel bed, 30“ fill, 12” gravel fill W10 x 39 floor beam to W16 x 67 girders, suspended ceiling w/ 5/8” type-X gypsum board 8”Ø foundation drainage pipe to foundation drainage

undation drainage

n steel decking, framing

psum board

8 1/2“ laminated safety vision-glass

20 LED diﬀuse ceiling lighting ﬁxture

+32’-10”

diving platform 14 12”Ø exhaust air duct10mfrom swimming pool exhuast system w/ seismic restraint brackets

9 exhaust air jet nozzle

21 suspended wood ceiling, quartersawn california sycamore, sealed 22 primary truss #1, HSS8.625x0.375 chords, HSS5x0.375 webs, w/ stadium lighting attachment to bottom chord

10 folded sheet steel drainage gutter w/ 2”Ø drainage pipe to grey water system

23 steel-framed diving tower 15 5” rigid insulation (R-25), 8” long-span steel decking, folded steel frame on W12 x 96 roof framing 24 pool deck drainage trench

glass unit, tal mullion

eed, , 1 1/2” metal decking, ders, psum board

aled

webs, w/ om chord

16 suspended ceiling w/ 5/8” type-X gypsum board

11 exterior application stainless steel grate over intake trench

17 “Carl”

12 fresh-air intake with operable damper

18 interior curtain wall w/ 1” insulating glass unit, LED cove lighting ﬁxture on horizontal mullion

13 2” gravel bed, 30“ fill, 12” gravel fill 8”Ø foundation drainage pipe to foundation drainage

19 1 1/2“ acid stained finished floor screed, 8 3 1/2” lightweight concrete topping, 1 1/2” metal decking, 3 MEGA-COLUMN DETAIL W10 x 39 floor beam to W16 x 67 girders, D2 suspended ceiling w/ 5/8” type-X gypsum board

1’

2’

15 5” rigid insulation (R-25), 8” long-span steel decking, folded steel frame on W12 x 96 roof framing

20 LED diﬀuse ceiling lighting ﬁxture

0” m

21 suspended wood ceiling, quartersawn california sycamore, sealed

L 0

1’

2’

16 suspended ceiling w/ 5/8” type-X gypsum board

22 primary truss #1, HSS8.625x0.375 chords, HSS5x0.375 webs, w/ +15’-0” stadium lighting attachment to bottom chord 11

17 “Carl” 18 interior curtain wall w/ 1” insulating glass unit, LED cove lighting fixture on horizontal mullion

23 steel-framed12diving tower 24 pool deck drainage trench 4 D2

SS SKETCH

1 D2

14 12”Ø exhaust air duct from swimming pool exhuast system w/ seismic restraint brackets

THROUGH-PLATE GLASS SKETCH

NTS

19 1 1/2“ acid stained finished floor screed, 3 1/2” lightweight concrete topping, 1 1/2” metal decking, W10 x 39 floor beam to W16 x 67 girders, 1 ELEVATION suspended ceiling w/ 5/8” type-X gypsum board D2 0 1’ 2’ 4’ 20 LED diffuse ceiling lighting fixture

ELEVATION 0

1’

2’

21 suspended wood ceiling, quartersawn california sycamore, sealed

4’

22 primary truss #1, HSS8.625x0.375 chords, HSS5x0.375 webs, w/ stadium lighting attachment to bottom chord

14 +1’ -6”

23 steel-framed diving tower 24 pool deck drainage trench

1’ 2' MEGA-COLUMN 3 MEGA-COLUMN DETAIL 6 D2

WUFI DB/RH PLOT, GLASS SURFACE 4 one-year period

THERM ANALYSIS D2 THERM ANALYSIS 50° F AVG. EXT. TEMPERATURE 0 1’ 2’ 5

50° F ave exterior temperature

6 D2

WUFI DB/RH PLOT, GLASS SURFACE 4

one-year period

DOUBLE SKIN ELEVATION 159

162

163

164

165

166

167