Portfolio by Fatma Mhmood

FAT M A MHMOOD

PORTFOLIO

DESIGN RESEARCH

C O M P O S I T E R E P R E S E N TAT I O N

GLOBAL

Varanasi in Flux

REGIONAL

Collapsing Central Valley

Poughkeepsie Root Cellar

Piermont Pier Re-development

Rhythmic Memories

Composite Modeling, Fall 2018, Columbia University.

Water Urbanism Studio III, Spring 2018, Columbia University.

Urban Design Studio II, Fall 2018, Columbia University.

Ecological Infrastructure Seminar, Fall 2018, Columbia University.

NYC

Seamless Access

DESIGN BUILD 19

Un-Sound

Design Build Studio, Spring 2018, American University of Sharjah.

Urban Design Studio I, Summer 2017, Columbia University

R E S E A R C H , D ATA A N D M A P P I N G

ADAPTIVE RE-USE

The Mesopotamian Marshes

Water as a Transformative Agent of UAEâ&#x20AC;&#x2122;s Identity and Urban Form

Obscure Boundaries

Jordan Valley

Geographic Information System, Fall 2018, Columbia University.

Greylock Works

Professional Work Latent Productions + Greylock Works

A Proposal for UAE Pavilion Venice Biennale 2020.

Geographic Information System, Fall 2018, Columbia University.

DESIGN RESEARCH

GLOBAL VARANASI IN FLUX

Varanasi, India Studio III Water Urbanism, Spring 2018, Columbia University. Faculty: Kate Orff, Dilip Da Cunha, Geeta Mehta, Julia Watson. Team Members: Ban Edilbi, Xianyao Xia, Huanyu Chen.

INDIA AVERAGE RAINFALL

Varanasi is a place of ‘cosmic hospitality’ with a population that shifts from 1.2 million residents to 6 million tourists and pilgrims during festivals. The flux can also be seen through the landscape and its relation to water, reflecting cycles of monsoon, migration, celebration and cultivation. This project challenges the formal notion of reading the city as a stagnant and permanent entity and rather portrays it as an oscillating city that absorbs the flux through synthesizing the relationships between these cycles on macro and micro scales. An infrastructural system made from locally available materials is proposed to re-imagine public spaces as flexible, resilient, adaptable and seasonal “Maidans” to better absorb the flux. The system forms loosely programed “Maidans” along the ghats, public parks and abandoned kunds, where the flux is mostly concentrated, creating markets, temporary shelters and natural habitats to accommodate the flux of people, fauna, flora and water throughout the year.

OVER 250 250 - 150 150 - 100 100 - 50 50 - 40 40 - 20 Under 20 No Data Water Bodies

125 250

500 Miles

Bay of Bengal VARANASI

Arabian Sea

Bay of Bengal

Arabian Sea

BACKGROUND

FRAMEWORK

Bay of Bengal

INTERVENTION

ce m

Flux Through India

ve No

d an

sia lA a r nt ce

en we t be

323 Migratory birds species BIRDS SPECIES PASSING THROUGH INDIA: 1.Common Crane 2. Demoiselle Crane 3. Demoiselle Crane 4. Bar Headed Goose 5. Crane 6. Falcon 7. Northern Wheatar 8. Amur Falcon 9. Goose and Coots 10. Ducks

ia er b i S i ng m pr Fro til s un

Amarnath Yatra AMRITSAR

Dehradun HARIDWAR

Kumbh Mela

LEGEND

Mansarov Yatra

Hola Mohalla 1 million

Major Cities

Badrinath Temple

Narayanpur Kalan

40 million

Festivals, indicating occurrence and attendance

Bheerpur

Kanwar Yatra GAYA

Kumbh Mela 120 million

ALLAHABAD

Kumbh Mela

VARANASI

UJJAIN

75 million

Pilgrimage circuits and temples

Panchkroshi Yatra

Pilgrimage route

Dev Deepawali 150 million

Breeding wetlands

Deoghar Yatra

Nomad stops

KOLKATA

Dwarakadeesh Temple

Durga Puja 50 million

Kumbh Mela 40 million

NASHIK

Migratory birds route

125 250

500 Miles

Ratha Yatra

MUMBAI

Jagannath Temple

Ganesh Chaturthi 2 million

Pandharpur Yatra Sangam

Bay of Bengal

Sirsi Thrissur Pooram 1 million Durga Puja

Attukal 2.5 million 10

BACKGROUND

8 FRAMEWORK

INTERVENTION

Flux Through Varanasi

Migratory Birds

Transient Populations

Flora

Ganga

Cycles of Flux

b vem No

December

Materials Flow Between Maidans

Jan ua ry

Marigold Mustard Wheat

Ma Mu rigo Ric sta ld e rd

8.4mm

rua

Feb

tob

Pausa

Lat e-

h Ag

rtik

Ka Bh

M on s oo

Ap ri

Shrav an M

9.6 m

ra seh

September

mn Autu

Ashvin

e Ric e Jut igold r Ma

March Spring

Ramlila

a un alg Ph Chaitra Va isa kh a

e mm Su

30.3m

W in t

n um ut

ha sht Jye Ashadha S h raa van a

206mm

ah a ri at ivr Sh

r eat Wh umbe Cuc plant 8.4mm Egg

pa wa li

1.2m

g Au

ust

e Ric

27.6m

y Ma

Jul y m

June

547m

Infrastructure Performance in different Seasons

Maidans in Operation

INFRASTRUCTURE PERFORMANCE

MAKAR SANKRANTRI

Makar Sankranti Festival

Va ra na si opment Authori ty Site 1:D evel Chakra Tal T he Resi dent’ s A ssoci a ti on Sta kehol der s:

MAINTENANCE AND OPERATION S epti c( Aerobi c) Trea tment Ta nk

D esi l ti ng a s Ri tua l Pra cti ce

INFRASTRUCTURE PERFORMANCE

SHRAVAN MAS Chakra Tal

Beniya Park

Ma i da n for Festi va l

Tempora r y Ma rket Sta l l

Communi ty Wa ter Ha r vest Pond

S oCCs for Ta l a b Ma i ntena nce

P rod u ct i ve L and scap e

Ganga’s Dynamic Edge

Shravan Mas Festival

Va r a n a s i2: M u nBeniya i c i pa l C oopor aPark ti on Site Sta ke h ol d e r s :

MAINTENANCE AND OPERATION

INFRASTRUCTURE PERFORMANCE

DEV DEEPAWALI Chakra Tal

Toi l et C ompl ex for Nom a di c Popu l a ti o n

B i rd O b s e r va ti on S pot i n P a rk M od u l e Stor a g e a n d Di str i b u ti on Sta ti on

Te mpor a r y M a rket Sta l l i n F i s h M a rket

SoC C s for P ark Main te n an ce

Produ c ti ve L a n d s c a pe S e pti c (Ae rob i c ) Tr e a tm e n t Ta n k

Beniya Park

Ganga’s Dynamic Edge

Dev Deepawali Festival

Site and the Sandbank St a ke h o3: l d e r sDashashwamedh : M i n i st r y o f To u r i s m a n d C u l t u r e Te mp l e s

P ave m e n t & Way f i n d i n g fo r Pilgrimage

Re u s i n g B u i l d i n g a s M a rket S p a c e

M a i d a n fo r Fe st i va l Te mp o r a r y M a rket St a l l i n C o m m e r c i a l St r e et A a r t i E ve n t During Monsoon

M a i d a n fo r Fe st i va l

Site 1:Chakra Chakra Tal Tal

Site 2: Beniya Park Beniya Park

Site 3: Dashashwamedh and the Sandbank Ganga’s Dynamic Edge

S o C C s fo r G h a t M a i n te n a n c e

Reviving Chakra Tal

Infrastructure as a Social Space

Dev Deepawali

Shravan Mas

Beniya Park as a Seasonal Maidan

Creating Micro-Economics

Dev Deepawali

Shravan Mas

Dashashwamedh and the Sandbank as a Seasonal Maidan

Establishing Outlets

Dev Deepawali

Shravan Mas

4.8 MW 24.4 MW

REGIONAL COLLAPSING CENTRAL VALLEY

151 MW

SACRAMENTO COUNTY

E CITRUS HEIGHTS

1 MW

Sacramento, California. Urban Design Studio II, Fall 2018, Columbia University. Faculty: Lee Altman, David Smiley, Justin Moore, Michael Murphy, Caitlin Taylor, Christopher Kroner, James Carse. Team Members: Jesse Hirakawa, Ban Edilbi, Linda Schilling.

This project investigated the connection between the development in the Central Valley and the environment, ecology, energy, policy and economy. The Central Valley and Sacramento city have developed hand in hand since the middle of the nineteenth century. The logic behind the development of both scales has been large-scale - single function infrastructure that through extractive logic and binomial operations, in order to secure food and energy, has depleted the water table of a once lush marshland, a wetland area that has lost 95% of its surface. Collapsing grounds at the Delta due to the levee infrastructure set in place along the valley is allowing salinity intrusion from the Pacific to enter into the fresh water courses disrupting the habitat for fauna and humans alike. This subsidence phenomenon is a reflection of a crisis in the man-made landscape built over the past 100 years, through plans like the Central Valley Project, which relied upon the large-scale single function infrastructure, without taking into account that systems have more than one function and work at multiple scales.

7 MW

42.4 MW

25 MW 2.5 MW 0.9 MW

77 MW

3 MW

241 MW

11.5 MW

FOLSOM

16.6 MW

1 MW

3.9 MW

DAVIS

RANCHO CORDOVA

176.6 MW

2 MW

3 MW

164 MW

10 MW

4.2 MW

3 MW 2.7 MW

1.5 MW

2 MW

3 MW

SACRAMENTO

13 MW

11 MW

17.2 MW

215.1 MW

1 MW

8.4 MW

1 MW 10 MW

109 MW

1 MW

ELK GROVE

17 MW

15 MW 15 MW 1 MW

503 MW 40 MW

17.8 MW

4 MW

2.9 MW

98.1 MW

2.9 MW

GALT

27.7 MW

23.3 MW 3.2 MW

1.5 MW 1 MW

E 10.5 MW

49.3 MW 257 MW

2.8 MW

LODI 45 MW 4 MW

4.2 MW

BRENTWOOD

STOCKTON

2.7 MW

E 1.3 MW

4 MW

4.2 MW

SAN FRANCISCO 18.5 MW

10.5 MW

46 MW

25 MW 1.5 MW

320.1 MW

LEGEND

2 MW

Project Levee System

182.2 MW 112 MW

1 MW Non-project Levee System

County Boundary Water System

Hydroelectric Power Plant

1.5 MW

Solar Panels Natural Gas Power Plant Biomass Power Plant Wind Turbines Energy Generated

Historic Habitat 1800s

Current Habitat 2000s

19.9 MW

0 Miles

Dams and Levees Section

Residential and Agriculture Areas Sections

Dams The Central Valley Project put in place in 1933 marked the beginning of dams 144 hydro power plants in the Central Valley

Residential areas Flood risk to critical levees in next 50 years by 6.5 earthquake

1850

Riparian water right

1902

Reclamation act

River Salmon Biggest economic impact amongst fish species in Central Valley 1 River Salmon has $1,776 economic impact 75% of California salmon extinction by 2117

1933

Central Valley project

1982

Reclamation Reform Act

2016

Groundwater legislation

River Salmon

Pacific Flyway

80%

salmon spawning areas blocked

Pacific Flyway 7 million water flow + 300,000 shorebirds

75%

fish species will be extinct by 2117

Loss of Habitat Mono crop of agriculture and urban sprawl

Subsidence Sinking 1-3â&#x20AC;? per year forming 155 islands near the delta 144 hydro power plants in the Central Valley Levees 35 critical locations with potential for flood $50 million to repair

95%

historic marshland gone

Pumping plants change the river inflow Low river inflow leads to higher salinity

65%

privately owned

REGIONAL POUGHKEEPSIE ROOT CELLAR

Harvesting Schedule

Poughkeepsie, New York. Urban Design Studio II, Fall 2018, Columbia University.

Faculty: Lee Altman, David Smiley, Justin Moore, Michael Murphy, Caitlin Taylor, Christopher Kroner, James Carse. Team Members: Yeonkyu Park, Chenyu Xu, Yicheng Xu.

The Hudson Valley has long been known for its rich and diverse agricultural production, yet food insecurity persists in Poughkeepsie affecting 26% of households. This project re-purposes the underground reservoir at College Hill Park to a storage and distribution center to bring fresh food to the residents. Gleaned crops from local farms in the Hudson Valley region will be stored and processed in the reservoir to provide a consistent supply of fresh food throughout the year at affordable prices. This system expands on Poughkeepsie Plenty Mobile Market by including two new routes dedicated for schools and neighborhood parks . The reservoir will also serve as a destination for the visitors to educate them about using and processing leftover crops, and it will serve as a recreation area to activate College Hill Park. Â Â

System Diagram and Flow

Steps

System Flow

Hudson Valley Farms

New distribution route and existing locations of Poughkeepsie Plenty Fresh Market

Distribution Routes

Seed library and a botanical garden

College Hill Park

REGIONAL PIERMONT PIER REDEVELOPMENT Piermont, New York. Ecological Infrastructure Seminar, Fall 2018, Columbia University. Faculty: Kate Orff, Morana Stipisic. Team Member: Donovan Dunkley.

This project is a revival of the Piermont pier by treating it as a natural and softer structure that serves as a public space and an element that revives the shoreline plantation. The proposal aims to reduce the amount of paving, to introduce more plants on the edge and to visually integrate the pier with the existing marshes. An educational and visitors center will be added at the edge of the pier to engage the visitors with the landscape surrounding the pier. The flagpole will serve as a memorial centrally located at the end of the pier where the public space is located.

Sea Level Rise Projection Reach of High Tide

12” of Sea Level Rise

100 Year of flood zone Risk Areas From Flooding - Current Condition Extreme Risk High Risk Medium Risk 30” of Sea Level Rise

72” of Sea Level Rise

Existing Vs Proposed Design

Design Proposal

Current Conditions: Phragmatis - Invasive Plant occupies 90% of the marshes which killed other native plants around it by omitting galic acid.

Past

Visitors and Education Center

Native Plants

Memorial and gathering place

Present cordgrasses

spartina patents

Spartina alterniflora

Completely flooded areas in the pier can become habitats for plants and animal life

Paving Materials

Openings become natural habitats for species Openings in pier allow for redirection of water flow Memorial portion of pier becomes a destination

Future

NEW YORK CITY

SEAMLESS ACCESS

Stapleton and Tompkinsville, Staten Island, New York Urban Design Studio I, Summer 2017, Columbia University Faculty: Kaja Kuhl, Brian Baldor, Thaddeus Pawlowski, Ben Brady, Pippa Brashear, James Khamsi Team Members: Jesse Hirakawa, Fah Kanjanavanit, Stanley Zhang.

The elevated parts of the Staten Island rail create a physical barrier between the new developments at the waterfront and the existing neighborhoods making pedestrian access inconvenient. By converting the Staten Island rail into a tram that is integrated within the streets, a seamless pedestrian access is created from the inland neighborhoods to the waterfront development. The new transverse pedestrian pathways provide a continuous surface of public spaces that consolidate different transportation means allowing convenient accessibility to the waterfront.

Tompkinsville

Existing

Bike Route

Tram

Bus

Rou

Population Density and Transportation

Existing

Transforming the rail at Stapleton

Proposed

Transforming the rail at Stapleton

Tram Stop and Public Space at Stapleton

R E S E A R C H , D ATA AND MAPPING

THE MESOPOTAMIAN MARSHES Iraq Geographic Information System, Fall 2018, Columbia University. Faculty: Grga Basic and Leah Meisterlin. Team Member: Ban Edilbi.

Through manipulation of dams along Tigris and Euphrates rivers, can we recover the wetlands lost in the Mesopotamian Marshes? The research and mapping scope of this project aims to evaluate the possibility of a full recovery of the Mesopotamian Marshes through studying the wetland loss from 1990 to 2017 and identifying the location of the dams that are along the Tigris and Euphrates rivers in Turkey and Syria, which interrupt the flow of water, sediments and nutrients. The scope also aims to identify the current hydrological system that feeds these marshes in order to define solutions and suggest alternative methods of generating hydroelectricity.

Full report to be shared upon request.

Water, wetland and Vegetation loss

1990

Water, wetland and Vegetation loss

2017

Wetland and Vegetation Water

Wetland and Vegetation Change

1990 - 2000

Wetland and Vegetation Change

2000 - 2017

Wetland and Vegetation Loss Wetland and Vegetation Gain

FINDINGS: INTERRUPTION OF FLOW

The following map is representing the stream network currently interfering with the wetlands and the dams that are situated within the administrative boundaries of Iraq.

The following map is representing the streams that feed into the Mesopotamian marshes, overlaid with the dams identified as ones that generate electricity and cause the largest interruption of flow. This clearly shows that while most of these dams are located within the administrative boundaries of Iraq, their watersheds reach beyond. When compared to the previous maps, most of these dams are located on the Northeast region of Iraq, where the elevation is higher. This can also explain why these dams are selected to generate electricity for the region.

From this map, one can tell that most of the streams run through fertile land that is suitable for agriculture, and that the dams are located within the upper regions of Iraq.

Marshes

Recommendations and Conclusions

E E E E E E

Darbandikhan Dam Dokan Dam Hemrin Dam Mosul Dam Samarra Dam

Streams (Secondary to Primary)

1 2 3 4

By manipulating the dams and restoring the lost volume of water, the Mesopotamian Marshes will be recovered at a faster rate. Existing hydroelectric dams can release 30% of the water that is currently stored in the reservoirs in order to provide the study rates while also producing enough electricity. Through observing the relationship between the flow of water and the electricity produced, one can tell that the relationship is linear. Therefore, if the water stored is reduced by 30% then the flow of water will also be reduced, which will lead in lower electricity production. To provide a solution to meet the electricity demand, we are proposing to introduce solar farms into the area since Iraq has more than 3200 hours of sun per year. While one MW would require 9290 m2 of land, this would require a large area to provide the require electricity production. We have identified potential areas that could work as sites for the solar farm based on their proximity to the dams and hence the proximity to the existing demand. Another aspect that was taken into consideration was the elevation of the sites, where the sites are generally flat and south of the mountains, hence would not be in the shadows of the mountains. However, to further support this research, more material would be included, such as observing urbanization trends and flood zones.

Recommended Areas for Solar Farms Recommended Areas

E E

Miles 120

3267523909.1845 Cubic Meter

11729735822.24 Cubic Meter

2293374228.8271 Cubic Meter

20 Miles

WATER AS A TRANSFORMATIVE AGENT OF UAEâ&#x20AC;&#x2122;S IDENTITY AND URBAN FORM A proposal for UAE Pavilion Venice Biennale 2020. Team Members: Hala Al Juboori, Anaisabel, Olvera Alacio, Rym D. Atbi, Forough Abadian.

This proposal studies the metamorphosis of the relation between the land and the water bodies due to urban sprawl, economic growth and socio-cultural changes. Historically, water has been one of the most significant forces of change to the nature of the living environment in the UAE and it will continue to reconstruct its spatial qualities and demographic distribution. Thus, the proposal aims to rigorously research the ever-changing water bodies inland and across the shoreline and analyze the impact in both a micro and macro scale across the country. To heighten the understanding and recognition of the topic, the proposal engages the discourse of the water bodies as they especially relate to the built environment and, consequently, the effect on the societal and cultural patterns.

55 55

The transformation of the water bodies is of fundamental importance and relevance to today’s urban and built environment discussion both at a global and local scale. At the global scale, it is evident that the cities that are in proximity to the sea are fostering urban and economic growth by modifying the land to bring water inside the cities and to allow for urban revitalization developments. Such is the case of Manhattan in New York and the Canal of Panama, for example. UAE is no exception, since its foundation in 1971, all seven Emirates have taken serious measures to create a better overall urban quality by allowing water to act as an explicit modifier. This is seen, for instance, on the transformation of Dubai’s Creek Harbour and Al Mamzar Lake in Sharjah, the development of the port in Fujairah, the creation of Al Hamra Village in Ras Al Khaima, the development of Saadiyat Island in Abu Dhabi, the creation and development of the Ports Customs in Umm Al Quwain and the harbour transformations in Ajman.

All these transformations help to enhance the quality of life, promote population growth and most certainly, increase the real estate value and global image of the country as a worldwide leader that seeks for organized development and innovative growth. Representative of this is the mutation of the coastal line in relation to the landmass in Dubai across the decades and its direct influence on the built environment. It is clear that modern infrastructure has been juxtaposed and then slowly integrated as part of the urban fabric. While there has been a discussion on the topic of water to some extent in previous pavilions, this has been limited to its consideration as an element of cultural identity that allowed for trading and opened UAE’s borders to the world, but little on its effect inland and on the built environment. This proposal is unprecedented as it aims to cultivate a deeper discussion by identifying and thoroughly investigating water as a catalyst for the past, present and future urban, architectural and cultural identity.

TIMELINE: COASTAL LINE TRANSFORMATION (Dubai Creek) 1986

1996

Water Depth

Wetland Depth

2006

2016

Water Depth

Wetland Depth

M A P P I N GBOUNDARIES OBSCURE

Geographic Information Systems LAB, Fall 2018, Columbia University. Faculty: Grga Basic

This map depicts the population density in relation to networks of roads and railways to challenge our conception of connectivity on a global scale by blurring political boundaries and perceiving the world as a growing network of movement.

JORDAN VALLEY

Geographic Information Systems LAB, Fall 2018, Columbia University. Faculty: Grga Basic This map highlights the Jordan valley as a site with geographical instability,a productive agricultural land and a source for economic development.

Data sources: USGS Earth Explorer

COMPOSITE R E P R E S E N TAT I O N

RHYTHMIC MEMORIES Abu Dhabi, United Arab Emirates.

Composite Modeling, Fall 2018, Columbia University. Faculty: Joshua Jordan and Jacqueline Martinez.

This projects is an exploration of analyzing a dynamic landscape and conceptualizing methods of extracting the forces that change and deform it to represent them in a physical form. The site captures the flow of sediments and sand in Abu Dhabi - United Arab Emirates, revealing the tension between the land and water. The relationship between these forces form a set of patterns that, with time, reveal layers of gradual change creating rhythmic memories. The acting forces in the site which are water, soil and air were extracted in order to study how they influence, inform and control each other. The process through which the patterns were made, capture a moment of time when these forces reacted to each other and gradually changed the landform.

Satellite image of sediments and wetlands

Mold Making

Casting and Sectioning

Acting Force: Water drops Force Frequency: 1 drop per second Actors: Plaster and Ink

10 Seconds

20 Seconds

30 Seconds

40 Seconds

50 Seconds

Capture

Extract

DESIGN BUILD

UNSOUND Design Build Studio

Spring 2013, American University of Sharjah. Faculty: Emily Baker

Team Members: Noor Jarrah, Mays AlBeik, Fatima AlAwadhi, Mariam AbuObeid, Shady Elghoul, Noshin Khan.

Using digital and analog tools to design a prototype of an acoustic system that will be located in the Architecture Studios at AUS. The project involved experiments using paper and steel to create modular elements that can be vertically assembled. The final prototype is modular wall system that can be morphed into vertical forms with direct and acute views. Its components work together to act absorb low frequency sound and to act as an aesthetic partition to create small working spaces within the open space in the basement. The project won AIA Middle East Merit Award 2014 for best student work in the region and 2015 ACSA Design Build Award.

Form explorations in paper and steel

Module

ADAPTIVE RE-USE

LATENT PRODUCTIONS + GREYLOCK WORKS Architectural Associate

Reviving a historic cotton-spinning mill in the Berkshires, built in 1870, into an a mixed use project that includes: event space, retail and production corridor, co-working spaces and residences. The purpose of the project is to activate the neighborhood and create a space that brings the community together and nurture local potentials in a collaborative synergistic environment.

LATEN 20 Ren Storefr New Yo P 646 3 F 646 33 latentn archite researc develo

4'-7 1/2"

4'-11 3/4"

5'-0"

72'-11"

3 1/2 X 9 1/4 PSL

B8-C12

B9-C10

A1-W8X15

B7-C12

A1-W8X15

B6-C12

A1-W8X15

B5-C12

A1-W8X15

B4-C12

A1-W8X15

B3-C12

A1-W8X15

B2-C12

A1-W8X15

3'-9"

SLOPE FROM PARKING AREA TO RAMP NOT EXCEED 5%.

A1-W8X15

5'-4"

DOUBLE LVL B1-C12

These d includin represe Latent P thereof others, other w which t the exp Archite

BENT SHEET CABLE RAIL

6" TECHNO PILES AT GRIDS 1-6 ONLY 7' BELOW GRADE

FRAMING PLAN

± 98'-5"

Scale: 1/4" = 1'-0"

REV# R

SIMPSON BC 18 GA. CONNECTED TO 3 1/2" WOOD ROOF PLANKING WITH A SIMPSON HUC FASTENER ATTACHED WITH 16D NAILS

3 1/2" X 9 1/4" PSL WITH THE STRONG AXIS PERPENDECULAR TO THE WALL

4 1/8"

5'-0"

4'-7 7/8"

5'-0"

BUILDIN

B8-C12

PROJEC

B7-C12 B6-C12

± 29'-3"

B5-C12

30'-0"

B2-C12 5'-0"

B1-C12

Grey

5'-0"

B4-C12 B3-C12 SLOPE FROM PARKING AREA TO RAMP NOT EXCEED 5%.

5'-0"

508 S Nor

SIMPSON RPBZ 12GA. ATTACHED WITH 16D NAILS TO PSL AND FASTENED TO CONCRETE FLOOR WITH 3/8" HILTI EPOXY ANCHORS

30'-0"

LATENT Productions 20 Renwick Street

1 2

ELEVATION

19Storefront

New York, NY 10013 P 646 336 6950 F 646 336 9600 latentnyc.com architecture research development

6" TECHNO PILES UNDER BEAMS AT GRID 1-6

1/4" = 1'-0"

LATENT Productions 20 Renwick Street Storefront New York, NY 10013 P 646 336 6950 F 646 336 9600 latentnyc.com architecture research development

DRAWI

Eng

Plan

Cha 2x2x1/4 tube field weld to align 5' bent plates

2x2x1/4 tube field weld to align 5' bent plates

DATE:

Jul 24

SCALE:

AS NO

4'-9 3/4"

Railing

These drawings and specifications, including the ideas and arrangements represented therein, are the property of Latent Productions 0"Architecture. No part thereof shall be copied, disclosed to others, or used in conjunction with any other work or project other than that for Railing which they have been prepared without the express consent of Latent Productions Architecture.

25'-5 1/4"

35'-5 1/4"

45'-4 3/4"

REV# REV DATE

DESCRIPTION

1 1/2" BUILDING SUMMARY:

C12X25 BOLT THROUGH EXISTING ONE-STORY 16" SOLID BRICK WALL

1-1/2 X 3/4 FLAT STOCK HANDRAIL

1-1/2 X 1/4 BENT FLAT STOCK RAIL SUPPORT TAB WELD TO L

Railing

1-1/2 X 1/4 BENT FLAT STOCK RAIL SUPPORT TAB WELD TO L

1'-7"

3/16 BENT STEEL SHEET GUARD

Greylock WORKS

508 State Road North Adams, MA

3/16 BENT STEEL SHEET GUARD

(2) 2X1/4 L BACK TO BACK

MCNICHOLS 10" WIDE TRACTION TREAD; 11GA, GALVANIZED

W8X15

2x1/4 L, bolt to 2x1/4 L

Traction tread

2x1/4 L bolt to W8

Engine House Ramp

Section

2x1/4 L bolt to W8

Jul 24, 2019 SCALE:

AS NOTED

SECTION 1

SECTION 1 3" = 1'-0"

SECTION 2 3" = 1'-0"

DRAWING TITLE:

Engine Traction treadHouse Ramp

DATE:

3" = 1'-0"

PROJECT TITLE:

Greylock WORKS

DRAWING TITLE: C12X25 C12X25 BOLT THROUGH EXISTING ONE-STORY 16" SOLID BRICK WALL W/BOLT 3/4 GALV. THROUGH THREADED EXISTING RODONE-STORY 16" SOLID BRICK WALL W/ 3/4 GALV. THREADED ROD

BUILDING SUMMARY:

Railing

PROJECT TITLE:

DESCRIPTION

DWG #: 1 1/2"

1 1/2"

C12X25 BOLT THROUGH EXISTING ONE-STORY 16" SOLID BRICK WALL

REV# REV DATE

JOB NU

3'-0"

1 1/2"

5'-9 1/4"

60'-4 1/8"

70'-4 1/8"

3'-0"

1/4" = 1'-0"

VARIES; 3'-6" MIN.

CHANNEL LAYOUT

80'-3 3/4"

8'-5 3/4"

7'-0 1/4" 1 1/2 X 1/4 FLAT STOCK (2) 3/8 MASONRY ANCHORS TO BRICK WELD BOTTOM TO C12

VARIES; 3'-6" MIN.

97'-9 1/8"

6'-2 1/4" 1 1/2 X 1/4 FLAT STOCK (2) 3/8 MASONRY ANCHORS TO BRICK WELD BOTTOM TO C12

10'-5 7/8"

3'-3 3/8"

3'-8 3/8" 4'-6 3/8"

These drawings and specifications, CERTIFI including the ideas and arrangements represented therein, are the property of ENTRY HEIGHT ENGINEArchitecture. HOUSE LatentOF Productions No part thereof shall be copied, disclosed to others, or used in conjunction with any other work or project other than that for which they have been prepared without the express consent of Latent Productions Architecture.

DATE:

Jul 24, 2019 SCALE:

AS NOTED

CERTIFICATION:

JOB NUMBER:

DWG #:

SECTION 2 3" = 1'-0"

S-102.00

S-