Jiahui Guo portfolio by Jiahui Guo

J i a h u i

G u o

Landscape Architecture Portfolio

C O N T E N T S

T h e f lo at i n g mo o n Sustainable tsunami-resistant landscape

t h e s to r y o f wat er Commercial Landscape Design for Hua Lian Supermarket

r e d e f i n e h o r i zo n tal lands cape Landscape proposal for Dunn Ranch Prairie, Missouri

T h e la n d s ca pe o f was t e Ecological solution from quarry to landfill

A Cr y s ta lli n e

F un eral

Landmarker for a waste isolation site

T H E F O LD I N G I N F O R MALIT y Rebuild the Tian'an Men Square, Beijing

R e pr e s e n tat i o n a n d v is u alizat ion Lineworks, Construction Documentations, Models, Mapping, Sketches, Photographs

T HE F LO AT I N G MOON S u s t a i n a b l e Ts u n a m i R e s i s t a n t L a n d s c a p e

IFLA Design Competition | 2016 | Spring Teammate with Hui Yang, Bin Yan, Yue Yu, Siying Wang

This project is an investigation of new prototypes of disaster-resistant landscape in Solomon Islands, which is under the risk of tsunami and sea level rise. This project proposes a floating intervention to mitigate the tsunami waves while provides self-sufficient agricultural land and mangrove habitat. The form derives from the acoustic wedges, which can significantly absorb the sound waves because of their shapes. By calculating the ability to resist shock waves among different methods of connection, the moon shape was chosen with additional contribution to fishing, farming, disaster protection and ecology.

Shallow (0-50 km) earthquakes

Shallow earthquakes

Intermediate depth (70-300 km) earthquakes

Deep (>300 km) earthquakes The Auki City of the Solomon Islands locates at the northern end of Langa Langa Lagoon on the north-west coast of Malaita Island. It is on the PaciďŹ c Earthquake Belt which suffered from serious risks of earthquake and tsunami attacks.

Auki city is under serious risk of hurricanes as well because of the location near the equator where wind and ocean current change their directions.

Auki

Auki Wind Ocean Current

Solomon Islands Coastal Habitat

Pre-settlement: - 1800

Early Development:

there used to be mangrove belts which worked as a buffer against hurricanes and tsunamis.

as building materials for housing and firewood.

b e n e f i t s

Sea Level Rise destroyed the mangrove habitats by the increasing water depth.

1800 Farming occupied the- 1950 nature habitat land for Before human settlements,mangrove forest. Mangrove trees were cut

Timeline of mangrove habitat

Tsunami and hurricanes:

Sea Level Rise: 1950 - 2016

habitats made the city vulnerable to natural disasters such as tsunami and hurricanes.

offshore habitat water depth no longer suitable for the growth of mangrove trees.

Urban Development destroyed the mangrove habitat by over-cutting.

b e n e f i t s

Mangrove Forest

Contamination impaired the habitatsâ&#x20AC;&#x2122; energy of growth.

Fishing can provided food and income for native residents.

Biodiversity is maintained by the complex ecosystem created D i m i n i s h i n g m a n g robyv ethe mangroveSea level rise made the forest.

r i s k s

a a t f

r i s k s

Ecological Functions of Mangrove Forest

Birds and Animals cannot survive without the mangrove habitat.

Tsunami Barriers by mangrove trees can provide protections from disasters

Current Condition of Mangrove Habitat Arecaceae Tree forest

Cocos nucifera, Archontophoenix alexandrae ...

Mangrove Forest

Bruguiera parviďŹ&#x201A;ora, Avicennia alba...

Endangered Mangrove Habitat

Current condition of mangrove habitat

Plan of floating island system

Since Auki has always been suffering from lacking of land, the wedges also act as boundary, defining four different functions of floating islands: Intertidal area that recreates Mangrove habitat, farmland, marine aquaculture and offshore temporal refuge. Sea water desalinated at the bottom of each wedge and transferred to the island for irrigation and human activities. Fallen leaves and stems from farm and mangrove habitat are ideal fish feed, while organic waste from fish farm and refuge can be decomposed and used as fertilizer for farmland and mangrove habitat. These four functions together create a selfsufficient unit of floating island system.

Farm Land

Fishery

Irrigation

Fish feed

Desalted sea water used for irrigation in farm lands.

Stems and leaves from farm lands can be used as ďŹ sh feed.

Manure Decomposed waste of ďŹ sh used as manure to fertilize the farm land.

Sea water desalination Use the reverse osmosis membrance and bacterias to desalt sea water.

Waste collection Waste of ďŹ shes are collected and then decomposed by bacterias in the wedge.

Fish fe

Fallen leaves o can be used a

Refuge / Activity Space

eed

of mangrove as ďŹ sh feed.

Mangroves

Soil improvement

Wedge construction

Fallen leaves of mangroves fertilizes the soil, give better soil for plants.

Timbers produced by mangrove can be used for buidling new wedges.

Section of self-sufficient floating unit

Test of acoustic wedge



Tsunami Imitation

When there are no barriers or protections on the surface, the amplitude of waves tends to be higher by natural forces such as earthquake waves and hurricanes.

Wedge Protection

Because of the damping effects by the wedge structures ﬂoating on the surface and the elastic connections, the amplitude is suppressed and chaotic thus less subversive.



Acoustic Wedge

Vibration and Energy Absorbing When two wedges are putting besides each other, the concave shape will absorb the waves which are mitigated by the movement of the wedges and water.

When there are no barriers or protections on the surface, the amplitude of waves tends to be higher by natural forces such as earthquake waves and hurricanes. 08

Bird eye view of floating island system





Momentum Offset The mutual movement of the wedges will be offset because of the irregular placement of wedges which will vibrate in different directions when hit by waves.

Dumping Connections The seaweed will connect the wedges with the shallow sea beds and will works as ﬂexible dumping connections to mitigate the shock waves and wedges’ movement.

T TH HE E S S TO TO R RY Y O OF F WATER WATER Commercial Commercial Landscape Landscape Design Design for for Hua Hua Lian Lian Supermarket Supermarket

Landscape Architecture Studio | 2014 | Fall Landscape Architecture Studio | 2014 | Fall Design with Yue Yu, Le Dong | Include individual revised part only Design with Yue Yu, Le Dong | Include individual revised part only Site Location: Wu Dao Kou, Beijing, China Site Location: Wu Dao Kou, Beijing, China

This is a busy site next to a subway station, with a large This is a busy site next to a subway station, with a large retail center defining its north boundary. This project is retail center defining its north boundary. This project is exploring how to maximize activity space while solving exploring how to maximize activity space while solving the stormwater problem. Our solotion is to fit different the stormwater problem. Our solution is to fit different activities into an undulating topography. activities into an undulating topography. The form of activity spaces came from the drop. Following The form of activity spaces came from the water drop. the slope, rain water enter the bioswale and finally go into Following the slope, rain water enter the bioswale and the retention basin —— the central lawn, which is the low finally go into the retention basin —— the central lawn, point of the site. which is the low point of the site.

14 10

Render of event space

Nymphaea

Phragmites australis

Typha orientalis

Lythrum salicaria

Phragmites australis

Typha orientalis

Section perspective of bioswale and retention basin

Cyperus

Lythrum salicaria

Cyperus

R E D E F I N E HO R I Z O N TA L L A N DSCA PE Landscape proposal for Dunn Ranch Prairie

Landscape Architecture Studio | 2017 | Spring Part I individual, Part II Teammate with Nona Davitaia, Rui Zou, Shuailin Wu Site Location: Dunn Ranch Prairie, Missouri, U.S.

The Nature Conservancy is expanding their research program in Dunn Ranch Prairie, Missouri. The goal of this studio was to propose a new research station for about 20 researchers' accommodation, together with some on-site structures for observation. Impressed by the undulant landscape of the prairie, I expected proposing something vertical would be apprealling in such a horizontal background. A single pole can be understand as a marker, a row of poles in close distance act as a wall, taking some poles out from the row would get a gate... By understanding pole as the basic component of different landscape elements, different space and experience was created.

Horizontal Landscape

People VS Bison

People VS Prairie Chicken

Add Vertical Elements

Add Bison Fence

Add Fence Between People and Prairie Chicken

Poles in certain distance can act both as vertical landscape and fences

Detail Detail design design forfor Prairie Prairie View View area area Plan Plan

Spacial Study The Landscape and Space Function of Pole(s)

Fence + entrance/gate + wall

Landmark/sign

Bison observation protection

Proposed visitorsâ&#x20AC;&#x2122; Trail

Pole: Grassland

Pole Diameter: Pole Diameter: 3 inch3 inch Distance Distance vary from vary1from ft to 13 ftft to 6 inch 3 ft 6 inch

Plan of typical observation unit

This station is designed for people to understand the beauty of tall grass prairie. Section Section 1-1observation 1-1

Poles are the abstraction of prairie grass. Seeing from inside a circle of poles, it almost act like walls that defining the central space, trapping people and force them to focus on everything around them. In the endless horizontal background, people walk into the small structure, for one moment feeling losting the scale, listening to the sound of strong wind blowing between the sorrounding enormous "grasses".

Pole: Prairie chicken observation

Fence + entrance/gate + wall

Bison observation protection

Bird Eye BirdView Eye View Pole: Bison observation

airie chicken observation

Bison observation protection

on observation

Perspective Perspective

Bird eye view of typical observation unit 15

Stormwater flow and soil erosion analysis LEGEND Slightly eroded Eroded Seriously eroded Low point/sediment gathering place Water ow direction Dunn Ranch Boundary Dunn Ranch Watershed

Functions of mobile observation lab

TALL GRASS PRAIRIE Mobile lab should try to get as close as possible to the Prairie Chickens.

FARMLAND Wood cover the surface of

Seeds collection

mobile research center in

happens every winter, when The Nature

order to get closer to Prairie Chicken (also other prairie birds) without scaring them.

Conservancy have to bring several volunteers to help collecting seeds. After harvesting, there is no residue left in farmlands to degrade and compensate the soil fetile loss.

Animals such as bison, elk, deer, and rabbits added nitrogen to the soil through urine and feces.

Eroded Area

Perennial prairie grasses degraded in the soil yearly as a compensation of soil fertelity.

75’’

39’’

> 7’

Overnight

observation in mobile lab frequently happens for researchers.

Tall grass prairie enjoys a thick layer of topsoil formed by wind-dropped loess and organic matters.

Drone

Plants grow in farmlands have much shallow roots than prairie plants, which are not good at holding soil particles.

Width

observation for prairie grass growing condition each

vide enough space for 2 researchers do overnight observation of Prairie Chicken.

year by units.

Different size and height of windows in-

Solar panel on top of the lab

of mobile lab should at least be 7’ to proThe deep root system of prairie

grasses hold the soil and prevent soil erosion.

Topsoil layer of farmlands are not as thick as tall grass prairies’.

Retreating glaciers deposited the parent material for soil in the form of till, i.e. unsorted sediment, about 10,000 years ago.

Apertures should left for researchers to observe Prairie Chicken from a long distance.

stead of a whole big window gives researchers observation apertures with less glass area to keep the lab warm.

collect solar power during the day, serving the energy consumption for overnight observation.

Electricity diagram of Main research station

Mobile Lab Section

Perspective of the main research station Located at the center of the prairie, the main research station is designed to be a self-sufficient building to avoid further disturbance to the prairie ecosystem. The poles in the first part of the proposal now act as vortex wind turbines, generating electricity for the building. Rain water is collected and purified by wetland systems, while roof garden provides seasonal vegetables and fruits as basic food resources.

Field Station Electricity Demand and Production

Perspective of Vortex Wind Turbines 289 vortex wind turbines near the main building together with 255 solar panels attached to mobile research labs provide the energy for 20 researchers' work and the operation of the main research station. It's windy from late Spring to early Summer and late Autumn to early Winter, so the extra energy of these months will be stored for those months that do not have enough wind.

TH E L A N D S C A P E OF WA STE Ecological solution from quarr y to landfill for I & M canal towns

Landscape Architecture Studio | 2016 | Fall Teammate with Yuhan Zhang, include individual work only Site Location: Lockport, Illinois, U.S. St Louis ASLA Chapter student Honor Award

The project focuses on the excavated quarries in hinterlands of Chicago â&#x20AC;&#x201D;â&#x20AC;&#x201D; canal towns, which tend to or have already become landflls. Although these quarries would be filled with waste, the wound caused by human disturbance can never be healed, as landfill can cause several kinds of environmental pollution. To move in a more just direction, this project come up with two projections: making Chicagoans more aware of garbage production and proposing a new form and process of landfill to reduce pollution. Facing the problem of landfill and waste, although we are less likely to neutralize the negative consequences of consumption, we can still reveal our consumption has permanent consequences to these overlapped landscapes to attract more attention.

Historical land use analysis

Natural landscape - Gravel pit - LandďŹ ll LandComp - Ottawa

1946 Original landform

1991 Landdll

1970 Excavation in surrounding places

2016 Landdll and brownneld

Morris City - Morris

1892 Original landform

1953 Excavation start in surrounding places

1993 Landdll

2016 Landdll and brownneld

1954 Excavation start in surrounding places

1999 Gravel pits

2016 Landdll and brownneld

Laraway - Joliet

1892 Original landform

Proposed Proposed Landfill Landfill ProcessProcess Landfill conditions Landfill conditions Proposed Landfill and Purification Process

Landscape Landscape

PuriﬁcationPuriﬁcation processes processes 00 Original00 pit Original pit

01 Make slope 01 Make & leachate slope & liners leachate liners02 First layer 02 of First lan Site PlanSite Pla scrubber

Proposed Proposed Landfill Landfill ProcessProcess Landfill conditions Landfill conditions

LandscapeLandscape

PuriﬁcationPuriﬁcation processes processes

chate slope liners & leachate liners 02 First layer 02layer of First & ofalgea landfill & algea 03 Forth Second 03 layer Second of landfill layer &landfill ofsurlandfill & sur04 Third 04landfill Third oflayer landfill layer &of turf landfill & turf 05 layer 05 Forth of landfill layer &ofaerobic & aerobic 06 Fifth layer 06 of Fifth lan 00 Original 00 pit Original pit 01 Make slope 01 Make & leachate slope liners leachate 02 of First lan scrubber set scrubber inset face wetland set wetland in & set in liners02 First layer subsurface subsurface wetland wetland in set inset in pond setface in pond set in bic pond scrubber

Site Plan Site Pla

Environmental Environmental Problems Problems Caused Caused by Landﬁlls by Landﬁlls

setTop in, seeds soil set of in, seeds of fill yer&ofaerobic landfill & aerobic 06 Fifth layer 06 of Fifth landfill layer&ofanaerolandfill & anaero- 07 Top soil 07 04 Third 04 Third of &ofset landfill & 05 Forth layer 05 Forth of landfill layer &of aerobic landfill & planted aerobic 06 Fifth layer 06 of Fifth lan mathane tolerant mathane species tolerant planted species pond set in bic layer pond setlandfill bic inlayer pond in lope hate & liners leachate liners02 First layer 02 of First landfill layer&set ofalgea landfill algea 03 Second 03 layer Second of landfill layer&set ofsurlandfill & sursubsurface subsurface wetland wetland in turf&set in turf pond set inpond in bic pond scrubber set scrubber in set in face wetland face setwetland in set in

andﬁlls

Environmental Environmental Problems Problems Caused Caused by Landﬁlls by Landﬁlls

setTop in, seeds soil setofin, seeds of fill yer&ofaerobic landfill & aerobic 06 Fifth layer 06 of Fifth landfill layer&ofanaerolandfill & anaero- 07 Top soil07 mathane tolerant mathane species tolerant planted species planted pond set in bic pond setbic inpond set in

ndﬁlls

Site Plan

4 3

9 11

Legend 1 2 3 4 5 6 7 8 9 10 11

Algae turf scrubber pond Surface flow wetland Subface flow wetland Aerobic pond Anaerobic pond Slop covered by turf grass Landfill tolerant plant community Native plant community Time scale path Outlet pond Quarry tolerant plant community

100

200

300

400

500FT

LandďŹ ll gas tolerant plant community

Brome Grass Bromus

Black Gum Nyssa sylvatica

Perspective of finished landfill After the landfill is finished, one of the mounds will be planted with landfill gas tolerant species, while the other one planted with native trees. As time goes on, the native trees will die while tolerant species will survive. This process will visualize the impact of landfill upon our environment.

Ginkgo Ginkgo biloba

White Pine Pinus strobus

Bayberry Myrica

Norway Spruce Picea abies

Native plant community

4’’ diameter PVC pipe 2’ soil cover 3’ topsoil 1’‘ plastic sheeting landdll 1’ gravel

Artiicial planting island detail

A C R Y S TA L L I N E F UN ERA L A 10,000 year maker system for nuclear waste isolation pilot plant

Landscape Architecture Studio | 2017 | Teammate with Bin Yan Runner-up (Second Award) of International Idea Competition organized by Arch Out Loud Site Location: Carlsbad, NM

How can an isolated landmark reveal itself as a coffin to seal the radioactive nuclear wastes, and how can the crystalline funeral, reveal and warn the considerable influence of human power to the future generation throughout the 10,000 duration of decay of nuclear substance, and probably, the human being as well? Salt crystal, which constantly seals the nuclear substance underground, will be regarded as a metaphoric connection between the funerals on the ground and the ones under it. Extra salt crystals in or around the site will be collected to build series of crystalline coffins, to seal the extinct species, one for each year, an ongoing funeral which lasts for 10,000 years, when the central church seals the last human beingâ&#x20AC;Ś

Year 2017 YAK

Year 3200 REINDEER

Year 4500 COYOTE

Year 5700 PERSIAN CAT

Bos grunniens

Rangifer tarandus

Canis latrans

Felis catus

Central Church

Year 6900 ANTELOPE

Year 8000 ALLIGATOR

Year 9300 MAGIC RABBIT

Year 12017 HUMAN

Antilocapra americana

Alligator mississippiensis

Ochotona illensis

Homo sapiens

Perspective of the coffins After the extinct species sealed into the coffin, the crystallization process start. The coffins make the whole process visible for human beings, revealing how each creature gradually covered by salt crystals, just like nuclear waste isolated over 2000 ft blow the ground.

Perspective of central church The central church, which is also the last coffin, is left for the last human being. 10,000 years later, the crystallization process will start in this coffin, witnessing probably the end of both nuclear radiation and human power.

THE FOLDING INFORMALITY Rebuild the Tian'an Men Square

ELOVO Skyscraper Design Competition | 2017 | Teammate with Bin Yan

We believe that people will live alternatively in future cities to maximize the spatial capacity and efficiency to sustain the vast population. Therefore, the question for us, the designers and builders of the future city, is to think about the new architecture prototypes which contribute to the alternation while maintain the quality and humanity of life, especially for the minority who reverse days and nights working for us. Infilled with the concept of folding, both spatially and chronologically, the new skyscraper will be a compensation for the losing shanty houses and informal neighborhoods in Beijing. We choose the Tiananmen Square as our site not only because of its political and symbolic particularity, but also for the adjacency to the working place of most night workers. These units are landed into the underground space during the day time, retaining the political function of the square while providing green space with rooftop gardens for the bare ground. During the night time, these units adjust their position and unfold themselves into a high rise informal city. This strategy of spatial alternation and transformation, retain the multifunctional quality, both public space and high-density housing in this project, and protect those groups of people from being disturbed in the urbanization and gentrification process.

The Folding Informal City The folding and unfolding process of the architecture enables the alternative use of urban space, or even the dimensional transition between different users. It is enabled by a movable structure system and modular spacing strategy which synthesizes high density housing, expandable circulation system and necessary open space. We do not value segregation, no matter as a political square, an informal city, or underground green space. By integrating them together, we want to make them visible, functional, and interactive, this is also how the concept of â&#x20AC;&#x153;foldingâ&#x20AC;? is interpreted in this project. 34

The ground glass panels make the underground roof garden visible, and can be rolled down for the movement of the building units and the transformation of the vertical informal city during the night time. 35

L I N E WO R KS International BIM Design Contest | 2017 | Spring | Teammate: Bin Yan

This design is trying to explore a prevailing but significant question: how can we change a suburban segregated and monotonous area to an open and comfortable, nature-closed living environment? Considering the loose suburban texture, we designed a lifted platform for an open first floor space. Meanwhile, its roof gardens provide the residents with relatively private green space â&#x20AC;&#x201D;â&#x20AC;&#x201D; much-needed distance from the activities in the first floor. The curved form of the buildings is meant to preserve the existing canopy trees to the greatest extent on the one hand, and to create a new suburban texture with fluent and flexible form language and space quality on the other. The staggered floors generate fluent and diverse communicating space for residents.

Revit Site Plan

5' - 5''

3'-6''

5' - 5''

5''

8" 2'-6"

5''

2'-6"

14' - 8''

5' 14'- -5''8''

3'-6''

5' - 5''

5'' 3'-6''

1'-2"

2'-6"

5''

2'-6" 1'-2"

2'-6"

2'-6" 8"

14' - 8''

2'-6"

8' - 10''

2'-6"3'-4" 3'-4"

8' - 10'' 14' - 8''

2'-6"

8' - 10''

8' 8' - 10'' - 10''

2'-6"

8' - 10''

T/ROOF SLAB EL: +243' - 10''

1'-0" 1'-0" 1'-6" 1'-6"1'-0" 1'-0"

T/ROOF SLAB EL: +243' - 10''

T/ROOF SLAB SLAB T/ROOF SLAB SLAB T/8TH FLOOR T/8TH FLOOR EL: +243' 10'' EL: +243' 10'' +97' - -10'' +97' - -10''

T/ROOF SLAB EL: +243' - 10''

11' 8' -- 10'' 6''

1'-0"

5'-6" 3'-4" 5'-6"3'-4"

T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10'' T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10''

T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10'' T/ROOF SLAB T/ROOF SLAB EL: +243' - 10'' EL: +243' - 10''

T/ROOF SLAB SLAB T/ROOF SLAB SLAB T/8TH FLOOR T/8TH FLOOR EL: +243' 10'' EL: +243' 10'' +97' - -10'' +97' - -10'' T/ROOF SLAB T/ROOF SLAB EL: +243' - 10'' EL: +243' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB T/8TH FLOOR T/8TH FLOOR EL: +79' - 10'' SLAB EL: +79' - 10'' SLAB EL: +97' - 10'' EL: +97' - 10'' T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10'' T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10'' T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10''

T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/6TH FLOOR SLAB T/6TH FLOOR SLAB EL: +61' - 10'' EL: +61' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10'' T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/6TH FLOOR SLAB T/6TH FLOOR SLAB EL: +61' - 10'' EL: +61' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/6TH FLOOR SLAB T/6TH FLOOR SLAB EL: +61' - 10'' EL: +61' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

5'-6" 2'-6"5'-6" 2'-6" 1'-2" 1'-2"

11' - 6'' 8' - 10''

5'-6" 1'-6" 1'-0"5'-6"1'-0" 1'-6"

1'-0"

T/ROOF SLAB EL: +243' - 10''

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10'' T/ROOF SLAB EL: +243' - 10'' T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10'' T/ROOF SLAB EL: +243' - 10''

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10''

T/ROOF SLAB EL: +243' - 10''

T/7TH FLOOR SLAB EL: +79' - 10'' T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10'' T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10'' T/7TH FLOOR SLAB EL: +79' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/8TH FLOOR SLAB EL: +97' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/8TH FLOOR SLAB EL: +97' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/7TH FLOOR SLAB T/8TH FLOOR EL: +79' - 10'' SLAB EL: +97' - 10'' T/8TH FLOOR SLAB EL: +97' - 10''

T/8TH FLOOR SLAB EL: +97' - 10'' T/8TH FLOOR SLAB EL: +97' - 10''

T/8TH FLOOR SLAB EL: +97' - 10'' T/ROOF SLAB EL: +243' - 10''

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10'' T/ROOF SLAB EL: +243' - 10''

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10''

5'-6"

1'-2"

1'-2"2'-6"

18' - 0'' 11' - 6''

3'-4" 5'-6"3'-4" 5'-6"

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10''

T/ROOF SLAB EL: +243' - 10''

11' - 6''

1'-0"

T/7TH FLOOR SLAB EL: +79' - 10''

T/8TH FLOOR SLAB EL: +97' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/8TH FLOOR SLAB EL: +97' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/7TH FLOOR SLAB T/8TH FLOOR EL: +79' - 10'' SLAB EL: +97' - 10'' T/8TH FLOOR SLAB EL: +97' - 10''

T/8TH FLOOR SLAB EL: +97' - 10'' T/8TH FLOOR SLAB EL: +97' - 10''

T/8TH FLOOR SLAB EL: +97' - 10'' T/ROOF SLAB EL: +243' - 10''

1'-0" 1'-0" 1'-6" 1'-6"

T/8TH FLOOR SLAB EL: +97' - 10'' T/ROOF SLAB EL: +243' - 10''

20' - 0''

8'-0" 1'-2" 1'-2"8'-0"2'-6" 5'' 2'-6" 5'' 3'-6''

5'-6"

18' - 0''

1' - 3"

3'-4" 1'-0"

1' - 3"

3'-4" 1'-0" 1'-6" 1'-0"

1'-6"

3'-4"

1'-2" 5'-6" 1'-0"

1'-2" 2'-6"

1' - 3"

2'-6" 5'-6"

3'-4"

1'-2" 3'-4"1'-2"

18' - 0''

2'-4" 2'-4" 2" 2'-6"

18' - 0''

5'-5"

1' - 3"

T/ROOF SLAB EL: +243' - 10''

18' - 0''

2'-6" 2'-6"

18' - 0''

4'-7" 4'-7" 2'-4"

EL: +97' - 10'' T/ROOF SLAB EL: +243' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB T/8TH FLOOR T/8TH FLOOR EL: +79' - 10'' SLAB EL: +79' - 10'' SLAB EL: +97' - 10'' EL: +97' - 10'' T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10''

T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10'' T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10''

EL: +97' - 10'' T/ROOF SLAB EL: +243' - 10''

5'-5" 10" 1'-2" 10" 3'-4" T/8TH FLOOR SLAB T/8TH FLOOR SLAB

T/8TH FLOOR SLAB T/8TH FLOOR SLAB EL: +97' - 10'' EL: +97' - 10'' T/ROOF SLAB T/ROOF SLAB EL: +243' - 10'' EL: +243' - 10''

T/ROOF SLAB SLAB T/ROOF SLAB SLAB T/8TH FLOOR T/8TH FLOOR EL: +243' 10'' EL: +243' 10'' +97' - -10'' +97' - -10'' T/ROOF SLAB T/ROOF SLAB EL: +243' - 10'' EL: +243' - 10''

T/ROOF SLAB SLAB T/ROOF SLAB SLAB T/8TH FLOOR T/8TH FLOOR EL: +243' 10'' EL: +243' 10'' +97' - -10'' +97' - -10''

T/ROOF SLAB EL: +243' - 10''

T/6TH FLOOR SLAB T/6TH FLOOR SLAB EL: +61' - 10'' EL: +61' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/6TH FLOOR SLAB T/6TH FLOOR SLAB EL: +61' - 10'' EL: +61' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/6TH FLOOR SLAB T/6TH FLOOR SLAB EL: +61' - 10'' EL: +61' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10'' T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

T/7TH FLOOR SLAB T/7TH FLOOR SLAB EL: +79' - 10'' EL: +79' - 10''

2'-6"

1'-2"

2" 2'-4"

8'-0" 1'-2"

8'-0" 5'-5" 2'-6"

4'-7"

T/7TH FLOOR SLAB EL: +79' - 10'' T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

10"

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10'' T/7TH FLOOR SLAB EL: +79' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/8TH FLOOR SLAB EL: +97' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/8TH FLOOR SLAB EL: +97' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/7TH FLOOR SLAB T/8TH FLOOR EL: +79' - 10'' SLAB EL: +97' - 10'' T/8TH FLOOR SLAB EL: +97' - 10''

T/8TH FLOOR SLAB EL: +97' - 10'' T/8TH FLOOR SLAB EL: +97' - 10''

T/8TH FLOOR SLAB EL: +97' - 10'' T/ROOF SLAB EL: +243' - 10''

2'-6"

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10'' T/ROOF SLAB EL: +243' - 10''

T/8TH FLOOR SLAB EL: +97' - 10'' T/ROOF SLAB EL: +243' - 10''

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10'' T/ROOF SLAB EL: +243' - 10''

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10''

8'-0"

18' - 0''

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10''

T/7TH FLOOR SLAB EL: +79' - 10'' T/7TH FLOOR SLAB EL: +79' - 10''

T/6TH FLOOR SLAB EL: +61' - 10''

T/ROOF SLAB EL: +243' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/8TH FLOOR SLAB EL: +97' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/8TH FLOOR SLAB EL: +97' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

T/7TH FLOOR SLAB T/8TH FLOOR EL: +79' - 10'' SLAB EL: +97' - 10'' T/8TH FLOOR SLAB EL: +97' - 10''

T/8TH FLOOR SLAB EL: +97' - 10'' T/8TH FLOOR SLAB EL: +97' - 10''

2'-6"

4'-7"

T/ROOF SLAB EL: +243' - 10''

10" 1'-2" 2'-6" 5'-5" T/8TH FLOOR SLAB EL: +97' - 10'' T/ROOF SLAB EL: +243' - 10''

1'-2"

T/8TH FLOOR SLAB EL: +97' - 10'' T/ROOF SLAB EL: +243' - 10''

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10'' T/ROOF SLAB EL: +243' - 10''

T/ROOF SLAB SLAB T/8TH FLOOR EL: +243' 10'' +97' - -10''

T/ROOF SLAB EL: +243' - 10''

18' - 0''

5'-5" 2'-6" 5'-5" 1'-2"

20' - 0''

5'' 3'-6''

20' - 0''

10" 10" 5'-5"

4'-7"

8'-0" 10" 8'-0" 10" 5'' 3'-6'' 3'-6''

20' - 0''

18'20' - 0''- 20' 0'' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18' - 0'' 20' - 0''

20' - 0''

18'20' - 0''- 20' 0'' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18' - 0'' 20' - 0''

18'20' - 0''- 0''

18' - 0''

18' - 18' 0'' - 0''

18' - 0''

18' - 18' 0'' - 0''

18' - 0''

18' - 18' 0'' - 0''

18' - 0''

2' - 9"

18' - 18' 0'' - 0''

20' - 0''

4'-7" 4'-7" 2"

4'-7" 4'-7" 2" 2'-4"

4'-7" 2"

2'-4"

4'-7" 2"

2'-4"

4'-7" 2"

2'-4"

4'-7" 2"

2'-4"

5'-6" 5'-6" 5'-6" 5'-6" 4'-7" 2" 4'-7" 3'-4" 1'-2" 3'-4" 1'-2" 1'-2" 1'-2" 1'-2" 2'-6" 2'-4"2'-4" 2" 2'-6" 2"2'-4"2'-4" 4'-7" 2" 2'-6" 4'-7" 2" 2'-4" 4'-7" 2'-6" 4'-7" 2" 2'-4" 2'-6" 4'-7" 2" 2'-4" 2'-6" 4'-7" 2"

2'-4"

4'-7" 4'-7" 2"

4'-7" 4'-7" 2" 2'-4" 4'-7" 2" 2'-4" 4'-7" 2"

2'-4"

20' - 0''

2'-4" 4'-7" 2" 2'-4" 4'-7" 2" 2'-4" 5'-6" 5'-6" 5'-6" 5'-6" 4'-7" 2" 4'-7" 3'-4" 1'-2" 3'-4" 1'-2" 1'-2" 1'-2" 1'-2" 2'-6" 2'-4"2'-4" 2" 2'-6" 2"2'-4"2'-4" 4'-7" 2" 2'-6" 4'-7" 2" 2'-4" 4'-7" 2'-6" 4'-7" 2" 2'-4" 2'-6" 4'-7" 2" 2'-4" 2'-6" 4'-7" 2"

20' - 0'' 20' - 0'' 20' - 0'' 20' - 0''

20' - 0''

20' - 0'' 20' - 0'' 20' - 0'' 20' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18' - 0'' 20' - 0''

20' - 0'' 20' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18' - 0'' 20' - 0'' 18'20' - 0''- 0''

8'' 18' - 18' 0'' - 0''

2' - 9" 18'20' - 0''- 0''

8'' 18' - 0''

ALUMINUM STOREFRONT SYSTEM WITH BUTT GLAZED INSULATED VISION GLASS 18' - 18' 0'' - 0''

8''

1' - 3" 18' - 18' 0'' - 0''

2-1/2" METAL STUD W/ (I) LAYER BASEBOARD PER SCHEDULE GYPSUM BOARD 3" MIN. SPRAY APPLIED CLOSED CELL INSULATION 2' - 9" BASEBOARD PER SCHEDULE 18' - 0''

R.C. SLAB ON GRADE W/ FROST WALL 18'20' - 0''- 0''

ALUMINUM STOREFRONT SYSTEM WITH BUTT GLAZED INSULATED R.C. SLAB ON GRADE W/VISION FROSTGLASS WALL

1' - 3"

1' - 3" 18' - 0''

8'' 2' - 9" 18'20' - 0''- 0''

NON-STRUCTURAL CONCRETE SLAB - SLOPE MIN. 2% AWAY

1' - 3" 18' - 0''

MDF SILL 18' - 0''

2-1/2" METAL STUD W/ (I) LAYER GYPSUM BOARD 3" MIN. SPRAY APPLIED CLOSED MDFINSULATION SILL CELL 18' - 0''

METAL MECHANICAL LOUVERS 18' - 18' 0'' - 0''

AS PART OF STOREFRONT 3" MIN. SPRAY APPLIED CLOSED SYSTEM CELL SFRAY FOAM INSULATION 18' - 0''

BASEBOARD PER SCHEDULE 18' - 18' 0'' - 0''

DRILLED CONC CAISSON

BASEBOARD PER SCHEDULE 18' - 18' 0'' - 0''

DRILLED CONC CAISSON WITH BELLED END

3" MIN.SHEET SPRAYCLOSURE APPLIED CLOSED ALUM CELL INSULATION 18' - 0''

MDF SILL 7' - 3" 2-1/2" METAL STUD W/ (I) LAYER GYPSUM BOARD 3" MIN. SPRAY APPLIED CLOSED CELL 7' - 3"INSULATION 18' - 0''

METAL MECHANICAL LOUVERS AS PART OFMETAL STOREFRONT SOFFIT SYSTEM

1' - 3" 18' - 0''

ALUM SHEET CLOSURE 18' - 0''

1' - 3" 5/8" GYP BD ON 3/4" MTL FURRING

18' - 0''

T/PIT EL: -5' - 5'' MEZZANINE FLOOR: REINFORCED1-1/2" CONC FLOOR LTWT CONC ON 3/4" STL SLABS, COLUMN, DECKAND ON BEAM 8" COLD FORMED FRAMING JOISTS @ 2'-0" O.C.

18' - 18' 0'' - 0''

1' - 3" 5'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6" 5'-6" 2'-4" 2'-6" 2" 2'-4" 2'-6"1'-2" 8'-0" 10" 3'-4"3'-4"2'-6"1'-2" 8'-0" 3'-4"3'-4" 1'-2" 2'-6"1'-2" 8'-0" 3'-4" 1'-2" 2'-6"1'-2" 3'-4" 1'-2" 2'-6" 1'-2" 1'-2" 2'-6" 3'-4" 1'-2" 2'-6" 1'-2" 3'-4" 2'-6" 2'-6"1'-2"

DRILLED CONC CAISSON WITH BELLED END

20' - 0''

T/PIT EL: -5' - 5'' 20' - 0''

DRILLED CONC CAISSON WITH BELLED END

18'20' - 0''- 20' 0'' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18' - 0'' 20' - 0''

NON-STRUCTURAL CONCRETE SLAB - SLOPE MIN. 2% AWAY 18'20' - 0''- 20' 0'' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18' - 0'' 20' - 0''

T/PIT EL: -5' - 5'' 5'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6" 5'-6" 2'-4" 2'-6" 2" 2'-4" 2'-6"1'-2" 8'-0" 10" 3'-4"3'-4"2'-6"1'-2" 8'-0" 3'-4"3'-4" 1'-2" 2'-6"1'-2" 8'-0" 3'-4" 1'-2" 2'-6"1'-2" 3'-4" 1'-2" 2'-6" 1'-2" 1'-2" 2'-6" 3'-4" 1'-2" 2'-6" 1'-2" 3'-4" 2'-6" 2'-6"1'-2"

NON-STRUCTURAL CONCRETE SLAB - SLOPE MIN.SYSTEM 2% AWAY ALUMINUM STOREFRONT 3" MIN. SPRAY APPLIED CLOSED WITH BUTT GLAZED INSULATED VISION GLASS CELL SFRAY FOAM INSULATION 5'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6" 5'-6" 2'-4" 2'-6" 2" 2'-4" 2'-6"1'-2" 8'-0" 10" 3'-4"3'-4"2'-6"1'-2" 8'-0" 3'-4"3'-4" 1'-2" 2'-6"1'-2" 8'-0" 3'-4" 1'-2" 2'-6"1'-2" 3'-4" 1'-2" 2'-6" 1'-2" 1'-2" 2'-6" 3'-4" 1'-2" 2'-6" 1'-2" 3'-4" 2'-6" 2'-6"1'-2"

1'-0" 5/8" GYP BD ON 3/4" MTL FURRING REINFORCED CONC FLOOR SLABS, COLUMN, AND BEAM 4" SOUND ATTENUATION BLANKET 1'-2" 1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 5'-5" 1'-2" 8'-0" 2'-6" 10" 2'-6"1'-2" 2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"2'-6"2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"

METAL MECHANICAL LOUVERS 1'-0" AS PART OF STOREFRONT SYSTEM

18'20' - 0''- 0''

METAL SOFFIT

18'20' - 0''- 0''

METAL SOFFIT

18'20' - 0''- 0''

METAL MECHANICAL LOUVERS AS PART OF STOREFRONT SYSTEM

1'-0"

18'20' - 0''- 0''

3" MIN. SPRAY APPLIED CLOSED ALUMINUM CURTAIN WALL FRAMING SFRAY FOAM INSULATION WITH INSULATING GLASS CELL UNIT GLAZING 4" SOUND ATTENUATION BLANKET

1'-2" 1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 5'-5" 1'-2" 8'-0" 2'-6" 10" 2'-6"1'-2" 2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"2'-6"2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"

ALUM SHEET CLOSURE MDF SILL RIGIDMETAL INSUL STUD BOARD 2-1/2" W/ (I) LAYER GYPSUM BOARD 1' - 3" 1' - 3"

18' - 0''

METAL SOFFIT 3" MIN. SPRAY APPLIED CLOSED R.C. SLAB ON GRADE W/ FROST WALL CELL SFRAY FOAM INSULATION

RIGID INSUL BOARD

18' - 0''

INSULATING GLASS UNIT w/ SPANDREL GLASS 18' - 18' 0'' - 0''

1'-0" 7' - 3"

4" SOUND ATTENUATION BLANKET

RIGID INSUL BOARD

18' - 18' 0'' - 0''

FIRESTOPPING / SMOKE SEAL AT FLOOR TO EXTERIOR WALL ALUMINUM CURTAINCONNECTIONS WALL FRAMING WITH INSULATING GLASS UNIT GLAZING 18' - 18' 0'' - 0''

INSULATING GLASS UNIT w/ SPANDREL GLASS CONC. SLAB - SLOPE TO DRAIN

18' - 18' 0'' - 0''

FIRESTOPPING / SMOKE SEAL AT FLOOR TOGLASS EXTERIOR INSULATING UNIT WALL w/ CONNECTIONS SPANDREL GLASS 5' - 0''

5'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6" 5'-6" 2'-4" 2'-6" 2" 2'-4" 2'-6"1'-2" 8'-0" 10" 3'-4"3'-4"2'-6"1'-2" 8'-0" 3'-4"3'-4" 1'-2" 2'-6"1'-2" 8'-0" 3'-4" 1'-2" 2'-6"1'-2" 3'-4" 1'-2" 2'-6" 1'-2" 1'-2" 2'-6" 3'-4" 1'-2" 2'-6" 1'-2" 3'-4" 2'-6" 2'-6"1'-2"

ALUMINUM CURTAIN WALL FRAMING WITH INSULATING GLASS UNIT GLAZING 5' - 0''

18' - 0''

CONC. SLAB - SLOPE TO DRAIN

18' - 0''

MIN 2" RIGID INSULATION OVER HYDROTECH ROOF MEMBRANE 18' - 0''

5' - 0''

18' - 0''

GRAVEL BALLASTS

18' - 0''

GRAVEL BALLASTS

18' - 0''

CONC. SLAB - SLOPE TO DRAIN 18' - 0''

ELASTOMERIC COATING MIN 2" RIGID INSULATION OVER HYDROTECH ROOF MEMBRANE CONC. UPTURNED BEAM

18' - 0''

CONC. UPTURNED BEAM GLASS GUARDRAIL

18' - 0''

20' - 0'' 20' - 0'' 20' - 0''

FIRESTOPPING / SMOKE SEAL AT FLOOR TO EXTERIOR WALL CONNECTIONS

20' - 0''

ALUMINUM CURTAIN WALL FRAMING WITH INSULATING GLASS UNIT GLAZING 5' - 0''

MEZZANINE FLOOR: 1-1/2" LTWT CONC ON 3/4" STL DECK ON 8" COLD FORMED FRAMING JOISTS @ 2'-0" O.C.

18' - 0''

GLASS GUARDRAIL

MEZZANINE FLOOR: 1-1/2" LTWT CONC ON 3/4" STL DECK ON 8" COLD FORMED 4" SOUND ATTENUATION BLANKET FRAMING JOISTS @ 2'-0" O.C. 5/8" GYP BD ON 3/4" MTL FURRING 1'-2" 1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 5'-5" 1'-2" 8'-0" 2'-6" 10" 2'-6"1'-2" 2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"2'-6"2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"

ELASTOMERIC COATING

1' - 3"

18' - 18' 0'' - 0''

T/6TH FLOOR SLAB EL: +61' - 10''

18' - 0''

1' - 3"

3'-4" 8'-0"

18' - 0''

3'-4" 1'-2"

5'-5"

2'-6"5'-6" 1'-2"

5'-6"

2'-6"

1'-2"

18' - 0''

1' - 3"

1'-2" 2'-6"3'-4"

2'-6"

1' - 3"

20' - 0'' 20' - 0'' 18' - 0''

3'-4"

1' - 3"

5'-6"

2'-4"

1'-0"

2"2'-4"1'-2" 2" 4'-7"2'-6" 5'-6"

4'-7" 1'-2"

20' - 0''

1'-6" 1'-0"

8'-0" 1'-2" 1'-2"8'-0"2'-6" 2'-6"

1'-0" 1'-0" 1'-6" 1'-6"1'-0" 1'-0" 8'-0" 10" 8'-0" 10"

2 LAYERS OF GYP. AND 4" BATT INSULATION PLENUM CONSTRUCTION -3-1/2" MINERAL WOOL BATT INSULATION -1-5/8" SUSPENDED MTL. CEILING GRID -(1) LAYER 24" by 24" ACOUSTICAL TILE

18' - 18' 0'' - 0''

ELASTOMERIC COATING

20' - 0''

CONC. UPTURNED BEAM

20' - 0''

SCALE: 1/2”=1’- 0” HYDROTECH ROOF MEMBRANE

GRAVEL BALLASTS CONC. UPTURNED BEAM INSULATING GLASS UNIT w/ GLASS MIN 2" RIGIDSPANDREL INSULATION OVER HYDROTECH ROOF MEMBRANE GRAVEL BALLASTS FIRESTOPPING / SMOKE SEAL AT FLOOR TO EXTERIOR WALL CONNECTIONS CONC. SLAB INSULATION - SLOPE TO DRAIN MIN 2" RIGID OVER

18'20' - 0''- 20' 0'' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18' - 0'' 20' - 0''

GLASS GUARDRAIL ELASTOMERIC COATING

18'20' - 0''- 20' 0'' - 0'' 18'20' - 0''- 20' 0'' - 0'' 18' - 0'' 20' - 0''

SCALE: 1/2”=1’- 0” TYPICAL DIMENSION OF WINDOW

18'20' - 0''- 0''

NON-STRUCTURAL CONCRETE SLAB - SLOPE MIN. 2% AWAY TYPICAL DIMENSION OF WINDOW

18'20' - 0''- 0''

T/1ST FLOOR SLAB SCALE: EL: +0' - 0'' 1/2”=1’- 0” INSULATED VISION GLASS, AS PART OF EXTERIOR WALL SYSTEM

18'20' - 0''- 0''

T/1ST FLOOR SLAB EL: +0' - 0'' GLASS GUARDRAIL

INSULATED VISION GLASS, AS PART OF EXTERIOR WALL SYSTEM

18'20' - 0''- 0''

T/6TH FLOOR SLAB EL: +61' - 10'' 18' - 0''

A 18' - 0''

T/1ST FLOOR SLAB EL: +0' - 0'' TYPICAL DIMENSION OF WINDOW

1' - 3"

18' - 18' 0'' - 0''

R.C. SLAB ON GRADE W/ FROST WALL

TYPICAL DIMENSION OF WINDOW 18' - 18' 0'' - 0''

ALUMINUM STOREFRONT SYSTEM WITH BUTT GLAZED INSULATED VISION GLASS

INSULATED VISION GLASS, AS PART OF EXTERIOR WALL SYSTEM

18' - 18' 0'' - 0''

T/PIT EL: -5' - 5''

LINE OF COLUMN BEYOND INSULATED VISION GLASS, AS PART OF EXTERIOR WALL SYSTEM

18' - 18' 0'' - 0''

LINE OF COLUMN BEYOND

18' - 0''

5' - 0'' T/7TH FLOOR SLAB EL: +79' - 10''

18' - 0''

T/1ST FLOOR SLAB EL: +0' - 0''

TYPICAL ALUM WINDOW UNIT AND INSULATED VISION GLASS, AS PART OF EXTERIOR WALL SYSTEM

18' - 0''

T/2ND FLOOR SLAB EL: +14' - 8''

TYPICAL ALUM WINDOW UNIT AND INSULATED VISION GLASS, AS PART OF EXTERIOR WALL SYSTEM

18' - 0''

5' - 0''

1'-0'' T/8TH FLOOR SLAB EL: +97' - 10''

18' - 0''

8''

1'-0'' • 6" METAL STUD, 4" MINERAL FIBER BATT INSULATION, R-15 IN STUD CAVITIES • VAPOR BARRIER, TAPED AND SEALED LINE OF COLUMN BEYOND • 5/8" GYP BOARD

• 2" INSULATED METAL PANEL (R-14) KINGSPAN SYSTEM W/ SEALED JOINTS • MTL ZEE FURRING AND 1/2" AIR SPACE TYPICAL ALUM WINDOW UNIT EXTERIOR WALL CONSTRUCTION •TYPICAL FLUID APPLIED AIRMETAL BARRIER AND INSULATED VISION •• 5/8" DENSGLASS SHEATHING GLASS, AS PART OF LINE OF COLUMN BEYOND 2" INSULATED METAL PANEL (R-14) KINGSPAN •SYSTEM 6" METAL 4" MINERAL EXTERIOR WALL SYSTEM W/STUD, SEALED JOINTS FIBER BATT R-15 INAND STUD CAVITIES •INSULATION, MTL ZEE FURRING 1/2" AIR SPACE VAPORAPPLIED BARRIER, TAPED AND SEALED •• FLUID AIR BARRIER 5/8" DENSGLASS GYP BOARD SHEATHING •• 5/8"

2'-6"

18' - 0''

T/2ND FLOOR SLAB EL: +14' - 8''

EXPOSED CONCRETE TYPICALTO ALUM WINDOW UNIT RECEIVE ELASTOMERIC AND INSULATED VISION COATING ALL SIDES, TYPGLASS, AS PART OF EXTERIOR WALL SYSTEM TYPICAL EXTERIOR METAL WALL CONSTRUCTION

18' - 0''

T/3RD FLOOR SLAB EL: +23' - 6''

EXPOSED CONCRETE TO RECEIVE ELASTOMERIC COATING ALL SIDES, TYP

18' - 0''

8'' 7' - 3"

7' - 3" T/7TH FLOOR SLAB EL: +79' - 10''

18' - 0''

2' - 9" INSULATION

1'-2"

1'-0" 1'-6"

2'-4"

4'-7" 2'-4" 2"

2'-6" 1'-2"

1'-0"

4'-7"

ROOFING TERMINATION BAR AND SURFACE MOUNTED COUNTERFLASHING

18' - 0''

1'-0''

T/8TH FLOOR SLAB EL: +97' - 10''

ROOFING TERMINATION BAR AND SURFACE MOUNTED COUNTERFLASHING

18' - 18' 0'' - 0''

T/3RD FLOOR SLAB T/2ND EL: +23'FLOOR - 6'' SLAB EL: +14' - 8''

EXPOSED CONCRETE TO TYPICAL EXTERIOR METAL WALL CONSTRUCTION RECEIVE ELASTOMERIC COATING ALL SIDES, TYP • 2" INSULATED METAL PANEL (R-14) KINGSPAN SYSTEM W/ SEALED JOINTS • MTL ZEE FURRING AND 1/2" AIR SPACE • FLUID APPLIED AIR BARRIER • 5/8" DENSGLASS SHEATHING • 6" METAL STUD, 4" MINERAL FIBER BATT INSULATION, R-15 METAL IN STUD CAVITIES TYPICAL EXTERIOR WALL CONSTRUCTION • VAPOR BARRIER, TAPED AND SEALED • 2" INSULATED METAL PANEL (R-14) KINGSPAN • 5/8" GYP BOARD SYSTEM W/ SEALED JOINTS • MTL ZEE FURRING AND 1/2" AIR SPACE • FLUID APPLIED AIR BARRIER • 5/8" DENSGLASS SHEATHING • 6" METAL STUD, 4" MINERAL FIBER BATT INSULATION, R-15 IN STUD CAVITIES • VAPOR BARRIER, TAPED AND SEALED • 5/8" GYP BOARD

18' - 18' 0'' - 0''

7' - 3" 4'-7"

1'-0''

T/2ND FLOOR SLAB EL: +14' - 8''

4'-7" 2"

7' - 3"

T/4TH FLOOR SLAB EL: +32' - 4''

4'-7" 2"

7' - 3" 2'-4"

T/3RD FLOOR SLAB EL: +23' - 6''

2'-4"

T/4TH FLOOR SLAB T/3RD EL: +32'FLOOR - 4'' SLAB EL: +23' - 6''

4'-7" 2"

8'' T/4TH FLOOR SLAB EL: +32' - 4''

4'-7" 2"

2' - 9" 1' - 3" T/5TH FLOOR SLAB EL: +43' - 10''

2'-4"

8'' T/4TH FLOOR SLAB T/5TH FLOOR SLAB EL: +32' - 4'' EL: +43' - 10''

2'-4"

2' - 9" T/5TH FLOOR SLAB EL: +43' - 10''

4'-7" 2"

2' - 9" 1' - 3" T/5TH FLOOR SLAB EL: +43' - 10''

4'-7" 2"

1'-0'' 2'-4"

1' - 3" 1' - 3" 1'-0'' T/6TH FLOOR SLAB EL: +61' - 10''

2'-4"

1'-0'' 5'-6" 5'-6" 5'-6" 5'-6" 4'-7" 2" 4'-7" 3'-4" 1'-2" 3'-4" 1'-2" 1'-2" 1'-2" 1'-2" 2'-6" 2'-4"2'-4" 2" 2'-6" 2"2'-4"2'-4" 4'-7" 2" 2'-6" 4'-7" 2" 2'-4" 4'-7" 2'-6" 4'-7" 2" 2'-4" 2'-6" 4'-7" 2" 2'-4" 2'-6" 4'-7" 2"

1' - 3" 1' - 3" T/6TH FLOOR SLAB EL: +61' - 10''

T/7TH FLOOR SLAB EL: +79' - 10''

A 5'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6"2'-6" 5'-6" 5'-6" 5'-6" 2'-4" 2'-6" 2" 2'-4" 2'-6"1'-2" 8'-0" 10" 3'-4"3'-4"2'-6"1'-2" 8'-0" 3'-4"3'-4" 1'-2" 2'-6"1'-2" 8'-0" 3'-4" 1'-2" 2'-6"1'-2" 3'-4" 1'-2" 2'-6" 1'-2" 1'-2" 2'-6" 3'-4" 1'-2" 2'-6" 1'-2" 3'-4" 2'-6" 2'-6"1'-2"

7' - 3" T/7TH FLOOR SLAB EL: +79' - 10'' 1'-2" 1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 5'-5" 1'-2" 8'-0" 2'-6" 10" 2'-6"1'-2" 2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"2'-6"2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"

7' - 3" RIGID INSULATION BOARD 1'-2" 1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 5'-5" 1'-2" 8'-0" 2'-6" 10" 2'-6"1'-2" 2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"2'-6"2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"

7' - 3" 1'-0'' 4'-7"

7' - 3" 4'-7"

1' - 3" A PANEL METAL 4'-7" 2"

RIGID INSULATION BOARD 4'-7" 2"

1' - 3" 7' - 3" METAL PANEL 2'-4"

1' - 3" EXTERIOR SHEATHING A 2'-4"

5' - 0'' 1' - 3" RIGID INSULATION BOARD EXTERIOR SHEATHING 4'-7" 2"

1' - 3" T/8TH FLOOR SLAB EL: +97' - 10''

4'-7" 2"

5' - 0'' ALUCOBOND

2'-4"

5' - 0'' 1' - 3" METAL PANEL RIGID INSULATION BOARD INSULATION 2'-4"

5' - 0'' EXTERIOR SHEATHING METAL PANEL ALUCOBOND

4'-7" 2"

CONCRETE

T/ROOF SLAB EL: +243' - 10''

4'-7" 2"

1'-0" 1' - 3" INSULATION CONCRETE EXTERIOR SHEATHING

2'-4"

1'-0" 7' - 3" SUBGRADE

T/ROOF SLAB EL: +243' - 10'' T/8TH FLOOR SLAB EL: +97' - 10''

2'-4"

1'-0" 7' - 3" 1' - 3" ALUCOBOND SUBGRADE INSULATION

1'-0" 1' - 3"

T/ROOF SLAB EL: +243' - 10''

5' - 0'' SUBGRADE CONCRETE

5' - 0'' Teammate Hui Yang, Lingyue Wang

5' - 0'' CONCRETE ALUCOBOND

T/ROOF SLAB EL: +243' - 10''

5' - 0'' SUBGRADE

PLENUM CONSTRUCTION -3-1/2" MINERAL WOOL BATT INSULATION -1-5/8" SUSPENDED MTL. CEILING GRID -(1) LAYER 24" by 24" ACOUSTICAL TILE 1'-2" 1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 8'-0" 5'-5"8'-0" 2'-6" 10" 1'-2" 2'-6"1'-2" 5'-5" 1'-2" 8'-0" 2'-6" 10" 2'-6"1'-2" 2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"2'-6"2'-6" 5'-5" 1'-2" 8'-0" 10" 3'-4"

Wall Section of High-rise Apartment EXPOSED CONCRETE TO RECEIVE ELASTOMERIC COATING ALL SIDES, TYP

2'-6"

TPO ROOF MEMBRANE ON 2" MIN. RIGID INSULATION, SLOPED 1/4" PER FT. MIN. TO DRAIN (MIN. R-30 AVERAGE)

PLENUM CONSTRUCTION -3-1/2" MINERAL WOOL BATT INSULATION -1-5/8" SUSPENDED MTL. CEILING GRID 2 LAYERS OF GYP. AND 4" -(1) LAYER 24" by 24" ACOUSTICAL TILE BATT INSULATION ROOFING TERMINATION BAR AND SURFACE MOUNTED COUNTERTPO ROOF MEMBRANE ON 2" MIN. FLASHING RIGID INSULATION, PLENUM CONSTRUCTION SLOPED 1/4" PER FT. MIN. ROOFING TERMINATION -3-1/2" MINERAL WOOL BATT INSULATION TO DRAIN (MIN. R-30 AVERAGE) BAR AND SURFACE -1-5/8" SUSPENDED MTL. CEILING GRID MOUNTED COUNTERTPO ROOF MEMBRANE ON 2" MIN. -(1) LAYER 24" by 24" ACOUSTICAL TILE FLASHING RIGID INSULATION, SLOPED 1/4" PER FT. MIN. TO DRAIN (MIN. R-30 AVERAGE)

2 LAYERS OF GYP. AND 4" BATT INSULATION

1' - 3"

5/8" GYP BD ON 3/4" MTL FURRING

MEZZANINE FLOOR: 1-1/2" LTWT CONC ON 3/4" STL DECK ON 8" COLD FORMED FRAMING JOISTS @ 2'-0" O.C.

RIGID INSUL BOARD

REINFORCED CONC FLOOR SLABS, COLUMN, AND BEAM

ALUM SHEET CLOSURE 7' - 3" REINFORCED CONC FLOOR SLABS, COLUMN, AND BEAM

Plant & pavement construction documentation Teammate Rita Wang, Helen Han, Allessandro Guttilla A-A PAVEMENT SECTION

CONCRETE CURB MIN 12’’ WIDE * 12’’ DEEP CONCRETE PAVER 3 1/8’’ MIN THICKNESS 1’’ BEDDING SAND GEOTEXTILE CONCRETE BASE AGGREGATE SUB-BASE AS REQUIRED COMPACTED SOIL SUBGRADE

A L 1.3

BRICK PAVER DETAIL MULCH PATHWAY

COMPACTED STONE BASE EARTH

B L 1.3

A .3 L1

MULCH PAVER DETAIL

GENERAL NOTES

B L 1.3

1. ALL UNDERGROUND FACILITIES, STRUCTURES AND UTILITY LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS NOT PRESENTLY KNOWN OR SHOWN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE OR VERIFY THEIR EXISTENCE AND EXACT LOCATION AND AVOID ANY DAMAGE THERETO. 2. CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND WITH REGARD TO EXISTING CONDITIONS OR PROPOSED DESIGN IMMEDIATELY TO THE OWNER' REPRESENTATIVE. 3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHERE IT IS FOUND THAT KNOWN DISCREPANCIES EXIST. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBITIY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER RELATED SITE WORK BEING PERFORMED BY OTHER CONTRACTORS AS REQUIRED TO ACCOMPLISH SITE CONSTRUCTION OPERATIONS.

5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE HOUSE AND INTO CATCH BASINS AND SWALES.

FD FD

6. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED UNLESS OTHERWISE NOTED. 7. CIRCLES ON THE PLANS RULE. CONTRACTOR TO VERIFY QUANTITIES OF PLANT MATERIALS AND REPORT ANY DISCREPENCIES TO OWNER PRIOR TO BIDDING PROJECT.

RB ALLESSANDRO GUTTILLA

RITA WANG

HELEN HAN

4 Debaliviere Cir.

JIAHUI GUO

L-1.1

Forest Park Missouri History38Museum

PLANTING SCHEDULE

Winterberry Switch Grass Little Bluestem Swamp Milkweed Bowle’s Golden Sedge Blue Flag Iris Yellow Daylily

A D

SEE SCHEDULE FOR SPACING

SET AT ORIGINAL PLANTING DEPTH

SPACING’’ D’’

ROW’’ A’’

36‘’ 30‘’ 18‘’ 12‘’

62‘’ 52‘’ 31‘’ 21‘’

2‘’ DEEP MINERAL MULCH

4’’ MIN. PLANTING SOIL MIX POTTED GROUNDCOVER OR PERENNIAL PLANT

PLANTING SOIL MIX OR BIORETENTION SOIL MIX SBUGRADE

NOTES: 1. REMOVE SPENT FLOWERS PRIOR TO PLANTING 2. LOOSEN ROOT MASS AT BOTTOM OF ROOTBALL AND CUT VERTICAL SLITS ON SIDES OF BALL IF POT BOUND (CIRCLING ROOTS)

3. TOP OF ROOTBALL STRIPPED OF 1/4’’ SURFACE GROWING MEDIA AND COVERED WITH 1/4’’ LANDSCAPE BED MIX PLUS SURFACE MULCH 4. GROUNDCOVER SPACING SHALL BE AS NOTED IN PLANTING SCHEDULE

PL FD FD

FD FD

ALLESSANDRO GUTTILLA

RITA WANG

HELEN HAN

4 Debaliviere Cir. St. Louis, MO, 63112

JIAHUI GUO

L-1.2

Forest Park Missouri History Museum

P R O F ES S I O N A L P RACTI CE Internship at Turenscape, Beijing | 2017

In the summer of 2017, I spent three months working as an intern at Turenscape in Beijing. Working in such a fast paced, productive firm was a great challenge for my design and software skills. I was in the team working on the design development of a waterfront landscape improvement project. My work including entrance plaza design, drawing site plans in CAD, digital modeling, rendering, planting design and even budgeting calculation. Thanks to the help of my Project Manager and other teammates, my CAD and V-ray skills improved a lot. The shifting of my role from a landscape student to a landscape architect also inspired me to think more about the effectiveness and comfort of urban space.

CHICAGO BIKE CRASH and LANDMARK DISTRICT MA P P I NMAP G A guide for bicyclists to explore Chicago

Relationship between Chicago bike crush site and bike lanes analysis After starting the DIVVY project, Chicago is one of the city that running the bike sharing programs. However, the increasing amount of bicyclists requires the update of urban transportation systems that can provide bicyclists a safer place to ride. The map shows the place where it’s more likely for bike crash to happen. Overlapped with the Chicago landmark district layer, the map is made especially for visitors——those who are new to the city and not very familiar to the transportation condition of Chicago——to safely explore the city by bike. To look more into the map we can ﬁnd the strip with most dark red that point out from downtown to the northwest, that’s Milwaukee Ave. After the government realized this is the most dangerous road for bicyclist, they proposed a bike lane here.

CHICAGO Mid-North District and Extension Old Town Triangle

Washington Square Old Chicago WaterTower Navy Pier

Historic Michigan Boulevard

Calumet-Giles Prairie

Kenwood

Legend Chicago Landmark District Bike Crash Events More

Less Proposed Bike Lines

SOURCES Bike Crash Data: https://fusiontables.google.com/DataSource?dsrcid=561840#rows:id=1 Landmark District Data: https://www.cityofchicago.org/city/en/dataset/landmark_districts.html Illinois Road Map: http://download.geofabrik.de/north-america/us/illinois.html

MO D E L S Study model for Landscape Architecture Studio

HERE High Rise Student Apartment Wall Section Model Teammate with Hui Yang, Lingyue Wang

Model of Huan Xiu Villa, Suzhou, China

Collage of Field Trip Sketchs

Watercolor Rendering

Photograph | View from Eiffel Tower, Paris | August 2016

Photograph | Jewish Museum, Berlin | August 2016

Photograph | Pantheon, Rome | August 2016