Design Portfolio 2013 by Benjamin Costabile

DESIGN

architectural portfolio

benjamin costabile

Benjamin Costabile New York Institute of Technology School of Architecture & Design Manhattan Campus 229 Cochran Pl Valley Stream, NY 11581 516 205 6233 ben.r.costabile@gmail.com

Academics Marsh Brooklyn Sustainable Home GreenHouse Apt. Biomass Housing - 0" 30' - 0"

Work Experience

PROJECT LOCATION

71st AVENUE

NEW C.C.

'-4 98

°0

34' 5

122.82'

51°

SS CE AC

ER RN

AY BW SU

0' 00 "

" 00

50.00' 9

0°

T. IS EX

O 2" 1/ ST C 4 'RE 98 EA N O

T 2"

EXIST. CONC. BLOCK & BRICK BANK

DN DN

°0 90

00 15' '0 0"

CVS Forest Hills 87.50'

0" 4'

EXIST. 1 STORY CONC. BLOCK & BRICK COM. BLDNG

0" 128 °

25' 06

EXIST. 6 STORY BRICK BLDNG

' 45 1.

4" 1/

200.00'

AD RO T) E IC REE RV ST SE H OW RT RR NO (NA

D AR EV ) UL EET BO TR NS E S EE ID QU (W

.W .O 'R 00

HOUSE #108-07

EXIST. GARAGE @ BASEMENT (COURT YARD ABOVE)

NEW 1 STORY BLDNG

ZONING MAP : 14a ZONING DISTRICT : C1-2 IN R7-1

Lot Area 1" = 100'-0"

Area Schedule (G Level DN

Exist'g Area

Name

1st FLOOR Exist'g Area 1st FLOOR KeyFoo

Marsh Brooklyn Semester: 4th Yr. Fall 2011 Course: Design V Professor: J. Fink Site: East New York, NY East New York, a community that some say has seen better days. The location of Broadway Junction, one of the most travelled subway stops in all of NYC, this neighborhood is in desperate need of revitalization. After visiting and analyzing the site, one observation became very apparent; the lack of communal green spaces. With grassroots efforts budding throughout the community, the idea behind this maste plan was to bring a natural element that would not only serve as a space, but become an integral part of the areaâ&#x20AC;&#x2122;s future. A green space would be redundant, being that smaller spaces have started to rise, so after searching through possible schemes, a plan to install a man-made Marsh was decided amongst a team of three. Ideas of residential integration, public spaces, and sustainable infrastructure became the guiding principles of this project. A Marsh that would reclaim unused land along an old freightline, and then eventually install itself elsewhere throughout East New York.

0' 91.36'

industrial zone PLOT PLAN 6 1" = 50'-0"

Exist'g Area

0째 0

site observation

71st ROAD (NARROW STREET)

30' - 0" 15' - 0"9

25' 06

1st FLOOR KeyFood 8507 SF

7878 SF

16386 S Area Schedule (Gross Build

KeyFood

8507 SF

Level

Name

abundance of vacant lots brown sites outdated infrastructure 1st Floor Existing 1" = 100'-0"

1st FLOOR Area

Area

9853 SF

1st FLOOR KeyFood 8576 SF

Area

2438 SF

Area

SUB-CELL Area AR

16719 S

CELLAR

Area

5499 SF

1st FLOOR Area

2438 SF

ROOF

Roof Area

8825 SF

ROOF

Area

5510 SF

9853 SF KeyFood 8576 SF 8

1st Floor New 1" = 100'-0"

lack of a

57420 S

natural element

my vision

existing parks and green space proposed ‘green way’ marsh the current ‘combined’ sewer system of NYC leads water into jamaica bay, causing pollution and wasting valuable resources

man-made marshes are able to filter up to 250,000 gallons of water

jamaica bay

marsh syst

project phasing

Problems of waste and water management have become a problem for New York City in the past few decades. Through a natural filtration system, a new ecological infrastructure, propogated as a MARSH, will find its way down Van Sinderen Ave.

tem proposed to make its way to

Once the intial scope of work is completed, local installations will begin to occur. Public housing & local municipalities will recieve green roofs. These systems will feed into local rain gardens, located in nearby vacant lots.

After ecology and infrastructure have been implemented, a development of new high and low rise housing typologies will solidify the marsh as a permanent component of East New Yorks biology, infrastructures and future developments.

PI TK

AV E

ON PK Y

ET ER Y

BI NS

LT ON

JA CK

2 3

marsh system proposed to make its way to

1 solar canopies

a source for energy much needed

a source for energy much needed 3

2 marshland a new ‘ecological corridor’

3 public parks

rain gardens create pockets

local marshes closer to jamaica bay green roofs across east new york

3 public parks

rain gardens create pockets

local marshes closer to jamaica bay

jamaica bay

VA N

AV E

EN CL SI VA N

NN SY LV AN I

AV E

green roofs across east new york

Sustainable Home Semester: 3rd Yr. Fall 2010 Course: Environmental Systems Professor: R. Dadras Site: Alamar, Cuba

Humid, tropical climate with heavy sun expsoure located on a shore receiving strong currents fluctuating temperature from day to night

latitude: 23.133 longitude: -82.35 azimuth: 135 altitude: 35

Bedroom

Master Bedroom

Living Room

Bathroom

Den

Gallery Guest Bedroom

Wash Room

second floor

ground floor

long section

SUSTAINABILITY FEATURES STACK EFFECT is the movement of air into and out of buildings driven by buoyancy.

Buoyancy occurs due to a difference in indoor-to-outdoor air density resulting from temperature and moisture differences. The result is either a positive or negative buoyancy force. The greater the thermal difference and the height of the structure, the greater the buoyancy force, and thus the stack effect.

THERMAL MASSES are a building technique used to harness the natural heating and

cooling properties of materials. This is commonly used in hotter climates where a cool environment is desired. Adobe brick has a high R-value, which allows for heat to be absorbed throughout the day, and then released back into a space at night.

HYDRO-ELECTRIC ENERGY has now become a commonly used forms of renewable

energy, harnessed by the flow of water. A hydro electric turbine, similar to wind turbines, planted along the ocean bed collects energy from a turbine powered by the flow of the current.

GREEN WALLS consist of modular panels installed upon a frame, which vegetation

can grow from. Also named a â&#x20AC;&#x2DC;Living Wallâ&#x20AC;&#x2122; , the wall can be used to cool down a buildings temperature as well as increase the oxygen content in the air for

SUN SHADING

, or the process of controlling the sunlight entering a building, can be accomplished through a number of different methods. The techniques employed generally depend on the climate and the use of the space. Properly designed overhangs and light shelves can enhance daylighting while reducing uncomfortable glare and unwanted solar gain.

SOLAR WATER HEATING is the process of collecting solar energy to heat water for use throughout the day. Passive and Active systems are available, depending on what the use may be. A passive system can supply a reservoir to be heated and used over time.

GreenHouse Apartments Semester: 3rd Yr. Fall 2010 Course: Design IV Professor: W. Rockwell Site: Lower East Side, NY

A 40-unit complex located on historic Delancey St. The area is rich with culture, where people are often seen enjoying themselves outdoors. In analyzing the local site, it became apparent how important green spaces were to the community. This building’s goal is in turn a continuation of that idea. Devising a strategy that would allow every apartment to recieve maximum natural air and ventilation, as well as a terrace space open to the sky, the GreenHouse Apartments become a ‘home’ literally wrapped in green space.

UP UP

2nd Floor

Ground Floor

This diagram explains a study of how a form could infill the site. Requirements of ‘open-to-sky’ square footage and a minimum of 30’ of space from an outside facing window pushes space into configuration. The buildings mass then became the void in between these courtyards.

1500

3600

30ft

2832

UP DN

Typ. 3-5

Each unit will have access to a terrace, completed with a green wall on all exterior faces. A panel system of mesh at clearstory will be operable to allow for shading when closed, as well

2-Unit plan

3-Unit and 1-Unit plan

BioHousing Towards a ‘Natural’ Architecture. Humanity has gone through great lengths to create an artificially built environment to inhabit. This necessary piece of our system, unfortunately has adverse affects on the primary system we serve; that of Earth (i.e. ecology. biology) Earth in itself is a system which completes itself through cycles, sensitively balanced throughout. Humankind’s course thus far has been ultimately linear, and such is our way of producing and consuming. We must understand the biological systems sustaining mother nature, Earth itself. Humans can apply the tenets of balance or ‘self-completing cycles’ of production and consumption to the built world we so desire to live in. In this discovery however, sensitivity to the primary system is most important. A method for moving forward in either complete cohesion or total isolation must be designed. I propose the latter as the safer choice, to both the benefit of the Earth and comfort of humans. A system separated both figuratively and literally, by edges of worlds, built and organic fields, distinguised by mediating borders containing systems supporting its inhabitants.

site

Greenpoint, Brooklyn st

varic

mor

k ave

d gran

a gan

ED N N O W O D N G A R AB OVE

ge l ed stria tland f we ndu he i miles o ow t is n nce 3.8

so t wa wha

Newtown Creek

1891 vs. 2012 Clean marshland to polluted airway

ZONING MAP

FLOOD ZONES

DENSITY OF AIR POLLUTION

WATER RISE IN THE YEAR 2050

CONCEPT DIAGRAM

PROGRAM DIAGRAM

58% of NyC Waste Transfer

A Brief Timeline of Newtown Creek History - Early history. Native Americans called the creek, where they fished and swam, Mispat, which means “overflowing tidal stream” or “bad water place,” depending on which historian you believe. At that time, the creek was large enough that it had islands. - Early 15th Century. The Dutch begin to settle Manhattan.

- 1630s on. Dutch and English settle the creek, and - 1638. The Dutch West India Company purchases the land around the creek for New Amsterdam. set up farms, as well as some early industry, along both banks. - 1613. Dutch survey Newtown Creek.

- Some historians claim this early activity makes the Creek the oldest industrial waterway in the United States. - 18th century. More farming! - 1850. Neziah Bliss (for whom Blissville is named) built the Blissville drawbridge to Greenpoint (later rere placed laced by Greenpoint Avenue Bridge). This would lead to the industrialization of Greenpoint, which would soon house shipbuilding, printing, pottery, glassworks, and foundries. - 1866. The Laurel Hill Chemical Works is founded in Maspeth. The company would go on to develop numernumer ous important innovations in chemical and copper manufacturing and contribute to the fortunes of both Allied Chemical and the Phelps Dodge Corporation well into the 20th century. - 1867. First modern oil refinery in the US opens on the creek.

--11870. 870. John D. Rockefeller opens what will come to be known as Sta Standard Oil, on the Ne

- 1978. The Coast Guard observes a plume of oil in Newtown Creek coming from the end of Meeker

Avenue. Upon investigation, the full scale of the Standard Oil (now ExxonMobil, Chevron/Texaco, and BP)

17 – 30 million gallons of oil has been released into Newtown Creek

leak discovered in 1950 becomes apparent:

- 1980s. Areas of Greenpoint begin a slow process of conversion from industrial to residential uses. Several sites in the Newtown Creek area are designated Federal or State Superfund sites. Industrial activity will clean up significantly over the next decades. - 1992. Newtown Creek is designated a Significant Maritime Industrial Area (SMIA) by the City, mean to foster the continued growth of water-dependent industrial uses, which are increasingly difficult to site in NYC. - 2005. Greenpoint/Williamsburg rezoning. Environmental impact statement anticipates additional population of 16,700 people and net loss of 1 million square feet of existing industrial capacity. Even so, East Williamsburg alone employs 15,000 workers.

- 2005. Meeker Avenue Plume is discovered. The decades old contamination is made up of several large plumes of toxic chemicals under East Williamsburg, which release volatile gases into the homes and businesses above. It is now a state Superfund site. - 2009. Newtown Creek Wastewater Treatment Plant upgrade and expansion completed. Nature Walk along creek is opened to the public.

-2010. The designation of Newtown Creek as Federal Superfund site by US Department of Environmental Protection.

wtown Creek.

- 1900. Rockefeller owns over 100 oil distilleries on both sides of the creek. Both sides of the creek are now lined with shipyards, foundries, industrial food processors, and fabric and paper mills. - Standard Oil’s distilleries were good for the economy, but they also spewed on average 30,000 gallons of industrial effluent each week, most of it directly into the creek. Environmental regulation did not exist until the 20th century.

58% of nyc waste transfer +5.6

PAH

-1.3

21,000 ug/kg

- 1920s – 1930s. The creek is a major shipping hub. Its banks are widened, deepened, and bulkheaded to accommodate bigger boats.

- 1950. The explosion of a reinforced concrete sewer in Greenpoint reveals a massive underground oil spill at Standard Oil. - 1967. Newtown Creek Wastewater Treatment Plant constructed. - 1970. The US Environmental Protection Agency is formed. The era of handling industrial waste by disposing of it in the creek is over

- 1978. The Coast Guard observes a plume of oil in Newtown Creek coming from the end of Meeker

o2 < 1 mg/L

continous dredging to remove 15ft of sludge 170 acres of contaminated sediment

BioMass

Terrarium

Housing

BioMass

4. Boiler The boiler produces hot steam to send to the back pressure turbine for electricity.

5. ESP After exiting the boiler the flue gas is cleaned in an electrostatic precipitator to remove up to 98% of particulate.

3. Oxidizer The syngas is conveyed into the oxidizer where it is combusted with the resulting flue gas directed through a boiler. 2. Gasifier Fuel is processed in stages including drying, pyrolysis and gasification. The wood is converted into “syngas” that can be used to displace energy produced by natural gas.

Stack

1. Fuel In-Feed Organic waste (inluding bark, mill residue, clena recycled construction material) is loaded into the fuel bin and conveyed to a metering in near the gasifier.

Electric Turbine

DRY ALGAE EXCESS SOLD

EXCESS SOLIDS TO SAND BEDS FEED

CARBOHYDRATE AND OTHER ANIMAL FEEDS

STOCK WATER

MAKE-UP WATER

SOIL CONDITIONER (CROPS) DIGESTED SOLIDS

COW (1) URINE & MANURE CHICKENS (50) MANURE

URINE & MANURE WASTED FOOD

MILK AND EGGS

ANAEROBIC FERMENTATION

ALGAE GROWTH SYSTEM

SUPERNATANT

ALGAE WATER VAPOR

SOLAR STILL

DISTILLED WATER STORAGE

DRINK WASH COOKING SYSTEM WATER CLOSET

FOOD PREPARATION

REFRIGERATION ILLUMINATION

HAND PUMP

SURPLUS SOLD

Amount of Waste

classification

recyclables foodwaste metal wood

DRINKING

FLUSH WATER

URINE & FECES

Calculating a BioMass Plant

SEDIMENTATION

DISTILLED WATER

RAIN

GAS STORAGE

EXCESS RAIN OVERFLOW

scale/measure volume

HUMANS (4)

MILK AND EGGS

Average kW/Home

Wattage of Plant Average demand is 2kW/Home

RICE, CEREAL, VEGETABLES & SPICES (PURCHASED)

In Greenpoint

16,000 Homes

ideal size: determined by allowable space 25 mW 130,000 c3 volume for biomatter

@ 2kW/Home 1 MW / 500 HOMES 32,000 kW/16,000 Homes

32 mW / 16,000

Service 12,500 Homes

Terrarium A system under nature Components -Redtwig Dogwood

-Water Hyaconth

-Maiden Hair Furns

-Hornbeam

-Cattail

-Sedges

-Rushes

Wetlands

Public Terrarium and park, for the preservation of nature

Sourghum, Wheat, and Herb farming

Housing

Housing Incentives

Allowable square footage of one structural bay: 3-4 floors with 12 units each

9600ft2

Total square footage:

28,800ft2

Projected Income

2013 Average $1500/sqft. Average return for one structural bay outfitted with housing

$43,200,000

CVS in forest hills Firm: ID:a Architecture Supervisor: Spiro Bazigos Site: Forest Hills, Queens, NY Date: August 2010 One-story light commercial building. Tasked with detailing the exterior walls, cellar, and sub-cellar levels. Front facade treatment was designed in office and modeled in 3d in Revit Architecture. Buildings overall structure and enclosure modeled in Revit Architecture and detailed in AutoCAD 2011. 4

108 SF

135 SF

1' - 11 5/8" 2' - 2 7/8"

STO LOTUSAN EIFS CORNICE BY STO CORP.

ALUMINUM COPING

T.O. PARAPET 90' - 0"

SPANDREL GLASS

4' - 4"

1' - 8"

6' - 0"

EXISTING KEY FOOD

7' - 3"

1' - 8"

8' - 0"

SPANDREL GLASS

24' - 0"

6' - 0"

SPANDREL GLASS

4' - 9 3/4"

3' - 8 1/2"

17' - 1 1/ 2"

4' - 0"

6' - 7"

18' - 9 3 /4"

SPANDREL GLASS

1' - 6"

6' - 0"

EXISTING BANK

4' - 8"

7' - 8 5/8"

ROOF 86' - 0"

1' - 6"

1' - 11 5 /8"

T.O. PARAPET 90' - 0"

Front Perspective 2

Rear View

18 SF

Front Perspective 1

SUBWAY ENTRANCE

12' - 0"

13' - 8"

8' - 8"

13' - 8"

CANOPY W/ RECESSED DOWNLIGHTS 3'-0" PROJECTION FROM FACE OF BUILDING TELESCOPIC AUTOMATIC SLIDING ENTRANCE SYSTEM BY STANLEY ACCESS TECHNOLOGIES PRODUCT: DURA GLIDE SERIES 5300

6' - 0"

12' - 0"

6' - 0"

12' - 0"

6' - 0"

12' - 0"

6' - 4"

5' - 4"

4' - 5 3/4"

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

ROLLING SERVICE DOOR BY OVERHEAD DOOR CORPORATION PRODUCT: STORMTITE SERIES 625 FIBER CEMENT BOARD (NICHIHA) 6'x1'-6" STO LOTUSAN EIFS BASE BY STO CORP.

STOREFRONT BY KAWNEER WITH OPERABLE SIDE WINDOWS AND LOCK

CANOPY LIGHT

CELLAR 56' - 0"

9' - 0"

CELLAR 56' - 0"

12' - 0"

10' - 0"

1st FLOOR 66' - 0"

SUB-CELLAR 47' - 0"

- 0" 30' - 0"

PROJECT LOCATION

71st AVENUE

'-4 98

87.50'

DN DN

°0

0' 00 "

27,002 SQ,FT.

34' 5

122.82'

51°

SS CE AC

ER RN

AY W UB

" 00

50.00' 9

0°

EXIST. CONC. BLOCK & BRICK BANK

S T. IS EX

O 2" 1/ ST C 4 'RE 98 EA N O

T 2"

°0 90

00 15' '0 0"

NEW C.C.

0" 4'

-0

200.00'

EXIST. 1 STORY CONC. BLOCK & BRICK COM. BLDNG

" 128 °

25' 06

EXIST. 6 STORY BRICK BLDNG

00 "

4" 1/

0° 0

'22

91.36'

71st ROAD (NARROW STREET)

PLOT PLAN 6 1" = 50'-0"

30' - 0" 15' - 0"9

' 45 1.

.W .O

AD RO T) E IC REE RV ST SE H OW RT RR NO (NA

D AR EV ) UL EET BO TR NS E S EE ID QU (W

'R 00

HOUSE #108-07

EXIST. GARAGE @ BASEMENT (COURT YARD ABOVE)

NEW 1 STORY BLDNG

ZONING MAP : 14a ZONING DISTRICT : C1-2 IN R7-1

Lot Area 1" = 100'-0"

Area Schedule (Gross Building Exist'g) Area Type Level Name Area DN

Exist'g Area

7878 SF KeyFood

8507 SF

1st Floor Existing 1" = 100'-0"

Area 9853 SF KeyFood 8576 SF 8

1st Floor New 1" = 100'-0"

1st FLOOR Exist'g 7878 SF Area 1st FLOOR KeyFood 8507 SF

Exterior Area Exterior Area

16386 SF Area Schedule (Gross Building New) Area Type Level Name Area 1st FLOOR Area

9853 SF

Exterior Area 1st FLOOR KeyFood 8576 SF Exterior Area SUB-CELL Area 16719 SF Building AR Common Area Area 2438 SF CELLAR Area 5499 SF Building Common Area 1st FLOOR Area 2438 SF Building Common Area ROOF Roof 8825 SF Building Area Common Area ROOF Area 5510 SF Building Common Area 57420 SF

Front Elevation 3/16" = 1'-0"

e' B

W12X65

2 1/8"

11' - 6"

8' - 1"

16' - 7"

18' - 0"

J' 8' - 3 7/8"

EL.+66.00 11' - 7" DN DN

L 8 1/4"

11' - 6 1/8" DN

" 5/8

" 3/8

-6

EXIT CAPACITY WIDTH IN./OCC. LOAD

COLUMN WRAP DETAIL (COL. A) 1/2" = 1'-0"

COLUMN WRAP DETAIL (COL. B) 1/2" = 1'-0"

0 '-

180 P

EL.+64.00

STAIR CAPACITY WIDTH IN./OCC.

26' - 8 1/8"

-9

36"

20' - 0"

W14X257

" 1/2

44"

1 1

LOAD 147 P

ROOF ABOVE

1 A-501

10' - 0"

DN 3' - 8 1/2" DN SHAFT OPENING A-501

-0

-6

STAIR A 3'-8" CLEAR

6" DIA. STORM DRAIN UP & DN

1" 2' - 0"

36" PATH OF EGRESS

A-301

1 A-201

PROPERTY LINE

34 R @ 0' - 6 1/2"

16' - 0"

5' - 3 5/8"

" 1/2

1 3 '-

AY DN BW SU

-0

104"

520 P

A-301

24 9"

66.00 7'

E 8'

Vestib.

SHAFT

3 A-102

ANSI/UL 263 DESIGN No. X518 RATING - 2HR.

-8

101

-3

C AN TR EN

21 '-

2 A-102

-0

Retail

102

323 PERSONS

12 '-

5' - 10 1/4"

25' - 0"

2-hr FIRE RATED WALL EXIT CAPACITY WIDTH IN./OCC. LOAD

9' - 4"

A-202

OCC. GROUP: M USE GROUP: 6

-0 "

20 '0"

NEW WALL ON PROPERTY LINE

'0"

NS EE QU

UNISEX RESTROOM

STOREFRONT

103

-0

4 2 A-102 A.102

15 '0"

'0"

90째 00' 00"

-0 "

'0"

LOADING AREA

'0"

W14X257 2 LAYER 5/8" GWB

1 5/8" MTL. STUD

1 A-500

2-hr FIRE RATED WALL

VRC

66.00 A

4" DIA. SANITARY DRAIN DN 3 A-302

104

4" DIA. SANITARY DRAIN DN

2-hr FIRE RATED WALL 90째 00' 00"

RD VA

2 A-302

A-200

66.00

E UL BO 1

A-300

-5

1 LAYER 5/8" GWB 6" DIA. STORM DRAIN UP & DN

3 5/8" MTL. STUD @ 24" O.C. 4" CMU

" 1/4

10" CMU

20 '-

6 5'

-4

SK-3 EXIT CAPACITY WIDTH IN./OCC. LOAD 240 P .2 48"

-0

1 90째 22' 28"

180 P

STAIR 'B' 3'-8" CLEAR 18 R @ 0' - 6 21/32"

A-201

EXIT CAPACITY WIDTH IN./OCC. LOAD 36"

-0

first floor

11 1'-0" TO LOT LINE

STAIR CAPACITY WIDTH IN./OCC. LOAD 44" .3 147 P SHAFT OPENING

DESIGNATES COLUMN TYPE A - MAX. SIZE W12x65

DESIGNATES COLUMN TYPE B - MAX. SIZE W14x257

PERIMETER COLUMN DETAIL 1/2" = 1'-0"

5' 6'

ANSI/UL 263 DESIGN No. X518 RATING - 2HR.

FIRE PUMP CONTROLLER

11' - 6 1/8"

RETENTION TANK ROOM

1' - 11 7/8"

SC90

A.D.

STAIR CAPACITY WIDTH IN./OCC. 44"

LINE OF MECH MEZZANINE ABOVE

EL. 47.0'

LINE OF MECH MEZZANINE ABOVE

3 A-501

STAIR 'A' 3'-8" CLEAR

A-301

2' - 0"

A.D.

SC03

A.D.

SUBMERSIBLE SUMP PUMP IN CONCRETE PIT W/ PERFORATED COVER SIZE: 2X2

EXIT CAPACITY WIDTH IN./OCC. LOAD 36" .2 180 P

A-501

STAIR 'A' 3'-8" clear

CHECKERED STEEL PLATE TREADS & RISERS

3' - 2"

34 R @ 0' - 6 1/2"

3 15 R @ 0' - 6 3/4" 4' - 0" DN

A-202

4' - 0"

6 15

WALL ABOVE

8 .1

SHAFT

- 0"

'0"

2 A-100

SC01

OCC. GROUP: S-2 USE GROUP: 6

EL.+47.00

PARKING 1' - 11 1/ 2"

15 '0"

5a A.D.

EXIT CAPACITY WIDTH IN./OCC. LOAD

STAIR 'C'

36"

A-200

E 14

8' - 1"

16' - 7"

8' - 3 7/8"

11' - 7"

11' - 6 1/8"

1' - 11 7/8"

26' - 8 1/8"

11' - 6"

10' - 0"

1 B

SLOPE

A A-301

16' - 0"

E SLOP

SLOPE

2' - 0"

R.D.

PE SLO

(5) 7-TON HVAC UNITS MFG: YORK MOD3#: A-202

SLOPE

STUB UP

SLOPE

R.D.

2 5' - 0"

PROPERTY LINE

SLOPE

1 A-201

'9" 4'

- 0"

SLOPE

DUNNAGE STEEL TO BE SIZED BY STRUCTURAL ENGINEER

CORNICE

R.D. R.D. SL

PE SLO

PE O SL

E OP

4' SL O PE

9' - 4"

90째 22' 28"

- 0"

cellar

PIER DETAIL 1/2" = 1'-0"

21 '-

ROOF 14,300 s.f.

R.D.

BUILT-UP ROOF 75% REFLECTANCE

20 '-

PE SLO

PE O SL

15 0"

R.D.

PE SLO

A-300

METAL COPING

PE SLO

1 A-200 20 '-

1 SK-3 4'

- 0"

10 1' - 0"

N 2

roof

A-201

1'-0" TO LOT LINE

5' 6'

STAIR 'B' 3'-8" clear

SHAFT OPENING 1'

- 0"

2 A-201

1'-0" TO LOT LINE

2 A-500

- 8"

6" DIA. STORM DRAIN UP & DN

EDGE OF 20x20 COL.

STAIR C' 3'-8" clear

- 0"

- 8"

CAST IN PLACE CONCRETE, CONTINOUS POUR

SUBMERSIBLE SUMP PUMP IN CONCRETE PIT W/ PERFORATED COVER SIZE: 2X2

SK-3

- 0"

2 A-201

VRC

- 0"

0" - 0"

SHAFT OPENING DN

- 0" - 8" 1'

6" DIA. STORM DRAIN UP & DN

PLYWOOD SHEATHING

180 P

44"

LOAD 147 P

5' - 10 1/4"

STAIR CAPACITY WIDTH IN./OCC.

90째 22' 28"

sub-cellar

- 8"

4" DIA. SANITARY DRAIN UP & DN

WATER-RESISTIVE BARRIER COATING

3' 13

VRC PIT EL.43.0'

SK-3

AREA OF FUTURE BATHROOM FILED UNDER SEPERATE APPLICATION

2" EIFS

4" F.D.

A-300

4" DIA. SANITARY DRAIN DN

A-200

9' - 4 "

9' - 4" 5' - 10 1/4"

18 PERSONS

84 PERSONS OCC. GROUP: S-2 USE GROUP: 6

OPEN TO BELOW

C01

UP 1

- 3"

COL. ABOVE

0" '-

Accesory Storage

A.D.

A-300

3' - 8"

SHAFT OPENING

5a 4'

TRIPLEX HOUSE PUMPS TO TOWER

SHAFT OPENING 6" DIA. STORM DRAIN UP & DN

A-301

4" F.D. S AIN DR

A.D.

DUPLEX WATER FILTER

180 P

GH OU TR

OPEN TO BELOW

- 3"

SAN & STORM HOUSETRAPS TOWER OPEN HATCH FIRE PUMP & MECH RM BELOW CONTROL PANEL

TOWER MECH RM C07

EJECTOR DISCHARGE CW BFP

36"

C02

PIT EL.40.5'

SAN & STORM HOUSE SEWER DROP

3" CW DOUBLE CHECK BFP

1' - 11 7/8"

19 '-

11' - 6 1/8"

CVS METER RM C06

EXIT CAPACITY WIDTH IN./OCC. LOAD

K 11' - 7"

LOAD 147 P

8' - 3 7/8" 3" CW METER ASSEMBLY

STORAGE

A.D.

2-hr FIRE RATED WALL

FLOOR ABOVE 5a

44"

1 '-

36" PATH OF EGRESS

19 '-2

2" 1/

-2

COL. ABOVE

WALL FOLLOWS STAIR PROFILE

A-201

slope 1:8

34 R @ 0' - 6 1/2"

A.D.

4' - 0"

STAIR CAPACITY WIDTH IN./OCC.

TOWER & GAS METER RM

C03

GAS METER HVAC ROOFTOP

PROPERTY LINE

19/32 "

3' - 8"

15 R @ 0' - 6 3/4"

8" 5/

5a 3 - 0"

CVS GAS METER C05

CVS ELEC.&PHONE

J 16' - 7" GAS METER HEATING

A-202 4'

16' - 7"

TWIN GAS METERS COOKING, WATER HEATERS, LAUNDRY & GAS GEN

2 A-501

SHAFT OPENING

6" DIA. STORM DRAIN UP & DN

8' - 1"

SAN & STORM HOUSETRAPS CVS

16' - 0"

A-501 18

Retention Tank Room

A-201

A PROPERTY LINE

5' - 10 1/4"

10' - 0"

25' - 0"

DUPLEX SUMP PUMP PIT EL.40.0'

ELECTRIC WATER HEATER

WH 3

DUPLEX SEWAGE EJECTOR PIT EL.40.0'

SAND INTERCEPTOR PIT EL.40.0'

LOAD 147 P

3' - 8"

6" '-

11' - 6"

GAS BOOSTER

TOWER ELEC FIRE PUMP MAINTAIN 3'-0" CLEARANCE AROUND PUMP

1' - 4 1/8"

JOCKEY PUMP

Pump Room

A.D.

K 11' - 7"

26' - 8 1/8"

J' 8' - 3 7/8"

JOCKEY PUMP CONTROLLER

D '-

J 16' - 7"

26' - 8 1/8"

I 16' - 7"

10' - 0"

H 8' - 1"

16 ' - 0"

3' - 8"

2' - 0"

25' - 0"

F 11' - 6"

4' - 0 7/8"

e' E

1'-0" TO LOT LINE

STAIR CAPACITY WIDTH IN./OCC. LOAD 44" 147 P .3

EXIT CAPACITY WIDTH IN./OCC. LOAD 36"

180 P

STAIR CAPACITY WIDTH IN./OCC. LOAD 44" .3 147 P

5' 6'

6' - 0"

4' - 0"

19' - 0"

PARKING SC01 OCC. GROUP: S-2

PL Building Section 1 1/8" = 1'-0" SUB-CELLAR 2 37' - 0" 1

11' - 0"

10' - 3 1/2"

C01 OCC. GROUP: S-2

ELEVATOR PIT 52'INV. - 0" 47' - 9 27/32" SUB-CELLAR 47' - 0"

OPEN PORCH

2'x4' A.C.T.

OCC. GROUP: M

Accesory Storage

10' - 0" 9' - 0"

CELLAR 56' - 0"

4 A-202

4' - 0"

20' - 0"

QUEENS BLVD.

20' - 0"

STEEL BEAM (TO BE SIZED BY STRUCT. ENGINEER)

ALUM. PANEL, TYP.

1st FLOOR 66' - 0"

ROOF MEMBRANE 75% REFLECTANCE

1 SK-02

STOREFRONT

10' - 0"

1 A-202

A-201

T.O. PARAPET 90' - 0" ROOF 86' - 0"

30" MATT CONC. SLAB TO BE VERIFIED BY GEOTECH ENG.

PARKING

Room

SC01

SC92

OCC. GROUP: S-2

Pump Roo SC90

T.O. PARAPET 90' - 0"

1 A-203 4' - 0"

METAL COPING WEATHER RESISTANT BARRIER

3 5/8" METAL STUDS @ 24" O.C. W/ BATT INSULATION

5/8" FIBER CEMENT BOARD

T.O. PARAPET 90' - 0"

ROOF 86' - 0"

2" RIGID INSULATION, TAPERED ROOF 5 1/4"

ROOF 86' - 0"

T.O. PARAPET 90' - 0"

5/8" DAMP RESISTANT GYPSUM BOARD, PAINTED

10" CMU WALL

3 5/8" METAL STUDS @ 24" O.C. W/ BATT INSULATION

24' - 0" 10' - 3 1/2"

2'x4' ACT SYSTEM

5/8" FIBER CEMENT BOARD

2'x4' ACT SYSTEM

14' - 3 1/2"

6' - 7"

2"x5" ALUM. MULLION, TYP.

2 A-203

4' - 0"

STOREFRONT DISPLAY CASE

10" CMU WALL 3 5/8" METAL STUD @ 24" O.C. W/ BATT INSULATION

3' - 8 1/2"

PAINTED ALUM. PANEL, TYP

10" CMU WALL

1st FLOOR 66' - 0"

BASE AS SCHEDULED

1st FLOOR 66' - 0"

12" REINFORCED CONC. RIGID PERIMETER INSULATION EXTEND UNDER SLAB MIN. 2'-0" IN BOTH DIRECTIONS

12" REINFORCED CONC.

DRYVIT SYSTEM

CELLAR 56' - 0"

om ELEVATOR PIT 52' - 0"

SUB-CELLAR 2 37' - 0"

INV. 47' - 9 27/32"

ELEVATOR PIT 52' - 0"

INV. 47' - 9 27/32"

30" MATT CONC. SLAB TO BE VERIFIED BY GEOTECH ENG.

SUB-CELLAR 47' - 0"

Wall Section 1 3/8" = 1'-0"

SUB-CELLAR 47' - 0"

Wall Section 2 3/8" = 1'-0"

SUB-CELLAR 47' - 0"

Wall Section 4 3/8" = 1'-0"

thankyou!