Design development Final_Nathan_Mickelson

Expansion of Morgan Library 510 W 25th St, New York, NY 10001

Nathan Mickelson U0600-3944 Design Development Fall 2016 University of South Florida SACD December 1st 2016

The Expansion of the Morgan Library is located in the historic district of Chelsea Manhattan, New York, and is south from the Hudson Yards. Chelsea is primarily a residential area with art galleries dotting the surrounding landscape, allowing for the perfect context for an innovative and practical public library and museum to develop.

Environment

Due to Subway transportation being limited, the site’s main advantage for accessibility is its adjacency to the Highline Park. Because Highline access tends to be few and far between, The Expansion of the Morgan Library aims to create public library and museum with an accessible path between the Highline and the street to allow for further public engagement.

The surrounding low to mid-rise context affords the site access to sun angles for natural light and also allows for a view to the Hudson River.

A sturdy rock formation isn’t too far from the surface of the topography, so the structure of the midrise shouldn’t have to worry about heavy settlement of the foundation.

9/6/2016

Building Codes:

Climate New York - meteoblue

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Occupancy 303. 1 Assembly Group A-3

Climate New York State of New York, United States of America, 40.71°N 74.01°W 10m asl The meteoblue climate diagrams are based on 30 years of hourly weather model simulations and available for every place on Earth. They give good indications of typical climate patterns and expected conditions (temperature, precipitation, sunshine and wind). The simulated weather data have a spatial resolution of approximately 30 km and may not reproduce all local weather effects, such as thunderstorms, local winds, or tornadoes.

You can explore the climate for any location like the Amazon rainforest, West-Africa savannas, Sahara desert, Siberian Tundra or the Himalaya.

Average temperatures and precipitation 125 °F

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Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

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54 °F 41 °F

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44 °F 32 °F

25 mm

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Counstruction Type I-B Fire Resistant Non-Combustible 2-Hour Steel Frame 2-Hour Bearing, Interior, and Exterior Walls 2-Hour Floor Construction 1-Hour Roof Construction Allowable Height Allowable Floor Area

No Limit No Limit

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High Hi ghliline ne project pro p roje ject ct cuts ccut utss directly dire di rect ctly ly through tthr hrou ough gh Chelsea.

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Highline

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d un ro G ce rfa Su w lo Be d un ro G ce rfa Su e ov Ab t in pr ot Fo s ht ig rR Ai

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

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The Class Cla C lass ss wil wil use use skills sski killllss learned lear le arne ned d from from previous pre p revi viou ouss excercises exce ex cerc rcis ises es 04 The pro p rodu duce ce a thorough ttho horo roug ugh h and and layered laye la yere red d series seri se ries es of of mappings mapp ma ppin ings gss. to produce

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Dia D iagr gram am all all important iimp mpor orta tant nt relationships rrel elat atio ions nshi hips ps on on site, site si te,, locally, loca lo calllly, y, within witithi w hin n 03 Diagram walk wa lkin ing g distance, dist di stan ance ce,, within with wi thin in driving dri d rivi ving ng distance, dis d ista tanc nce, e, and and regarding rreg egar ardi ding ng all all walking othe ot herr local loca lo call and and regional regi re gion onal al data dat d ata a (sun, (sun (s un,, wind, wind wi nd,, transportation, tran tr ansp spor orta tati tion on,, other cultltur cu ure, e, history, his h isto tory ry,, etc.) etc. et c.)) which whic wh ich h will will affect aff a ffec ectt your your decision dec d ecis isio ion n making maki ma king ng culture, proc pr oces esss. process.

Sid

Pho P hoto togr grap aph h or otherwise oth o ther erwi wise se document doc d ocum umen entt all all site site conditions, ccon ondi diti tion ons, s, both bot b oth h 02 Photograph imme im medi diat atel elyy local, loca lo cal,l, and and within witithi w hin n walking walk wa lkin ing g distance, dist di stan ance ce,, which whic wh ich h will will immediately have impact iimp mpac actt on your yyou ourr decision deci de cisi sion on making mak m akin ing g process. proc pr oces ess. s. Useful Usef Us eful ul tools ttoo ools ls have may include incl in clud ude e a tape tape measure, mea m easu sure re,, a camera, came ca mera ra,, a pencil, penc pe ncilil,, a notebook, note no tebo book ok,, may etc. etc.

The driving force behind this project was to create a multi-height crossroads between the Highline and 25th street that carefully splices together a new form of urban mobility with the old form, creating a new level, both literally and figuratively, of public engagement. Because the site is slim, the air rights given 30’ above the highline were imperative in order to maximize each floor’s potential.

Concept

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

The main concept behind the tower became an idea of the tower blossoming as one traveled up the “stem�. In this way, the tower is maximizing its occupiable area while also creating a spectacle for pedestrians walking down the linear stretch of the Highline next to the site.

Plans and Circulation

Ground 6721.46 SF

Level 1 3864 SF

Level 2 4500 SF

Level 3 5200 SF

Fire Stairs Elevator Main Circulation

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

Level 4 7100 SF

Level 5 6700 SF

Level 6 7500 SF

Level 7 5900 SF

Use

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

Plumbing Main system that supplies hot and cold water to the building as well as discharging refuse. The water is pumped from the basement level from the city water main and stored in tanks on the rooftop to maintain pressure through gravity. The water is then siphoned into a chiller, a boiler, or a cooling tower to supply the building with water.

The YLAA Air-Cooled Scroll Chiller is a light, small, efficient, low maintenance vapor-compression system. I chose this unit because it will reduce my client’s energy costs by as much as 40%, reduce my client’s environmental impact (zero-ODP HFC-410A refrigerant and up to 50% less refrigerant charge) and reduce the cost of ownership by minimizing my client’s installation, electric and service expenses due to the system being compact and efficient.

The Aerco AM 1000 Boiler is a “high-efficiency condensing unit” that is able to run at 399,000 to 1,000,000 BTU/hr with efficiencies that rate upwards at 98% compared to other boilers. I chose this unit because it has great reliability, low nitrous-oxide and carbon dioxide emission, quiet operation, interchangeability between gas and propane, easy access and maintenance with a small footprint, and it has the ability to be linked with multiple additional units should the need arise.

Reserve Water Tank/ Storage Tank Cooling Tower

Chilled Water Vent Stack-Soil Stack Connection Point Hot Water

Soil Stack Main Vent Stack (behind soil stack; unconnected. See other page)

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

Water Main (pumped) Meter City Main Water City Main Sewage

Plumbing 5244-ET Kohler Steward Funnel eliminates splashback, ultra low consumption (0.125 gpf), and product can help a building earn Water Efficiency points in the LEED Green Building Rating System

Chilled Water

Hot Water

Soil Stack Main Vent Stack Water Main (pumped) Water Main Vent Stacks

Water Pump

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

Fire Suppression Automatic, Standard-Response wet system for standard suppression of ignition and blaze.

Reserve Water Tank/ Storage Tank Dry Standpipe Dry Standpipe Dry Pipe Wet Pipe Victaulic StandardResponse Sprinklerhead

Cheap, reliable, and a standard for fire suppression

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

Fire Suppression

Wet Standpipe

Fire Pump Dry Standpipe Alarm Check Valve Shutoff Valve Backflow Prevention Fire Dept. Connection

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

Electrical Electrical system that powers the equipment and daily requirements for the building. A single line runs from the transformer to the main-distribution panelboard from the city main power, then the power is dispersed into three separate lines with an electrical panel at each floor per line.

Meter

Wet-TypeTransformer Disconnection Switch Backup Generator Electrical Panel

Main Distribution Panelboard

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

Mechanical Each floor is provided a VAV box for heating and cooling. To cool the floor, chilled water is siphoned from the rooftop chiller into the mixing box to cool the air. To heat the floor, electricity is used to generate heat for dispursement through the supply (blue) air vents.

Chiller Supply Air VAV Chilled Water Return Air

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

Structure 4’6”

12ft

80ft 4’6”

The Wide Flange Beams are used to connect the steel column supports to distribute the load from the floor plates and the cantilevered edge.

24ft

18ft

14ft

24ft 24ft

A secondary concrete beam system was implemented to connect the concrete masonry shear walls that encase the building’s cores near the rear of the building.

Shear Walls (Masonry) Concrete Beam Concrete Column Concrete Sub-Beam Wide Flange Beam Wide Flange Column Open Web Joist

18ft

3in LW Concrete on 2in Metal Deck

12ft 16ft 14ft

38ft

12in 12 x 24in 18 x 24in W12 x 26 W12 x 26 W12 x 30 W8 x 24

14ft 4ft 30ft 90ft 30ft 4ft 22ft

4’ Concrete Foundation

22ft 18ft 44ft

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

38ft 38ft

12ft

Plenum and Floor-to-Wall Details: The Open-Web Joist The open web joist allowed was chosen due to its versatility in both attaching to a masonry wall and attaching to steel and metal deck, connecting the core to the steel structure. It also allows more space underneath for mechanical, HVAC, fire suppression, and plumbing.

Nathan Mickelson U0600-3944

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Design Development Fall 2016 University of South Florida SACD December 1st 2016

Corner Detail and Wall Detail: Curtain Wall System I chose a curtain wall system because of it’s lightweight construction and its high yield of natural light. A curtain wall system is also advantageous because it has a seamless fit of glass that is both waterproof and airtight.

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Design Development Fall 2016 University of South Florida SACD December 1st 2016