Comprehensive Studio Spring 2014

Use-Types Proximity-Types Project-Types

LIVE WITHlike an artist’s loft: a single space, including a kitchen below a mezzanine,sleeping space. First floor is also a largecontiguous working space. Greatestflexibility, fewest interior partitions, andamount of space devoted to “live” and “work” can be flexible to the needs of the occupant at that moment.

WAREHOUSE CONVERSION

LIVE NEARproximity is important, but need some separation between areas. Could be to minimize exposure to hazardous material, consideration for a roommate or partner, or just need the physical separation from comforts of home from work space. Resembles apartment or townhome, usually with the workspace below on the ground floor, or separated by a wall that is usually fire rated. Good for residents with families, or non-intimate roommates.

LIVE NEARBYa short walk through a courtyard separates the living portion and the work space. The work space is a separate structure from the living portion. Allows for further separation of spaces, yet the in-between spaces help promote a greater sense of community.

HOME OCCUPATION

entry to live/work unit

court

workingarea

livingarea

mezzanine

entry to living area & separated work area

livingarea

court

separate work area

mezzanine

entry to living arealivingarea

court

separate studio

mezzanine

work occurs within a residence-might or might not include a physically delineated work space-work use intensity is categorized as restricted

LIVE/WORKwork occurs within a unit; its dominance over residential activity will vary over time-residential component takes precedence over the work needs- must take into consideration noise, fumes, and other impacts-if work space is a separated form, then it can be of equal importance to the living area-clients are usually by appointment only and empolyees are sometimes permitted but typically limited in number-categorzied as limited

conversion of an existing commercial building to multiple live-work units, often called lofts

HOME OFFICEhome occupation in or on the same property as a residence of any kind

TOWNHOUSE/SHOPHOUSEa stand-alone building, either attached or detached, that is physically set up to accommodate a variety of uses by a single user

FLEXHOUSEa building that learns; flexible use in a townhouse module, live-works, housing-overoretail live-near units; separate entrances for live and work

COURTYARD LIVE-WORKa multiunit community of live-work units entering o� one or more courtyards

URBAN LOFT COMPLEXlifestyle lofts in a new vuilding or a renovated commercial building

HIGH DENSITY/PODIUMlive-work units in a taller building with structured parking and liner retail, live-work, or flexhouses entering at street level

WORK/LIVE residence occurs within or adjacent to a commercial space; therefore, the work use is dominant-needs of the work unit take precedence over the wants and needs of the living unit-employees and walk-in trade are welcome and usually on ground level-often involves the live-near or live-nearby configuration where the work space is separated

live work

work

work

live worklive

live

* all classifications based on Thomas Dolan’s book, Live-Work Planning and Design : Zero-Commute PROGRAM: LIVE/Work

Client: DeveloperApproach: We were asked to build a Live/Work community in the city of Greenville, South Carolina. Aspects of this new community were to focus on new, up-and-coming

businesses and entrepreneurs, their ideal, but separated living spaces, and an environmentally friendly building. We were tasked to explore Greenville, find an appropriate site,

and begin designing the new community. Studying the Live/Work communities, their functions, past successes and failures, we found the variety that most suited our views, and

more importantly, our clients’ wishes and needs as well. Separating the live and work areas and giving them separate, but equal importance is key to developing an integral

community. Unlike the original work/live spaces made for artists, these entrepreneurs need a division between their living and working spaces. Creating a sense of community

is also a key aspect in Live/Work developments. Creating this physical division as well as combing resources, such as a laundry room, gym, mail room, etc, the community has

many opportunities to interact and become familiar with each other. In a physical expression of this view, a courtyard community is the best choice for such interactions to occur.

LIV

E / W

OR

K

SITE SELECTION: StreamNeighborhood: Haynie-Sirrine198 Francis Street: With a choice of four site selections throughout Greenville, we felt the site in the Haynie-

Sirrine neighborhood would be an ideal location for a new work/live development to thrive and grow. On the

edge of future-planned expansion, a short walk to the west end of downtown and nearby bus routes and bike

lanes, this site is teeming with opportunity. The wooded residential area surrounding this land, along with the

topography dip and short introduction to a stream, creates a secluded calming effect that beckons peace and

tranquility. Reaching our business arm towards the busy four-lane highway of South Church Street will give this

community the upper-hand in advertising their space and their businesses.

INIT

IAL

SIT

E A

NA

LYS

IS

Access:Pedestrian, Bus, Bike, Car

Cars can access the site through multiple directions, easiest of which

is from the busy street of Church Street turning onto Haynie Street and

looping in. Bike paths are available on Church Street, though the speed

and frequency of car-goers on this road hinders the safety bikers wish to

have while riding. Although there are lanes on the Haynie/Pearl Street,

allowing for safer passage through Greenville. By foot most travelers

would be coming from the north, Greenville’s west-end of downtown. It is

within a fifteen minute walking distance to the west-end, a ten minute

walking distance to the courthouse lot, and a five minute walk to the

local gas station and Zaxby’s. But, never fear! With the up-and coming

expansion this area is sure to see more options of food, shopping and

entertainment coming in the near future.

Land:2 acres claimed, 1.5 developed

This neighborhood seems to have been wiped clean of houses, allowing

for vast areas where nothing but lush green grass, old oak trees, and a

small forest of bamboo has remained. The stream adds a calming effect,

although it currently looks like a trash chutes contents have been dumped

there, there is plenty of room for improvement and development.

Haynie-Sirrine: The site is sandwiched by large oak trees and a small copse of bamboo. A healthy layer of underbrush arises as the site slopes down towards the stream. On the upper east

corner of our site Springer Street cuts under the busy Church Street. This narrow tunnel made for two European-sized cars would be a perfect opportunity to enhance pedestrian

feasibility and accessibility to the site.

SITE VISIT

pressence on Church St

New development

Restaurant

Bar/Beer

Grocery

Bank

Office Supplies

Pint of milk in the morning

Pint of beer in the evening

New development

Restaurant

Bar/Beer

Grocery

Bank

Office Supplies

Pint of milk in the morning

Pint of beer in the evening

swamp rabbit trail

trails

route 10 augusta road

route 4 dunean/ grove road

major roads/highways

major thouroughfares

swamp rabbit trail

trails

route 10 augusta road

route 4 dunean/ grove road

major roads/highways

major thouroughfares

SASAKI: Master PlanWest End Development: Courthouse & Govt OfficesLooking Ahead: Our site is just south of Falls Park and the existing

courthouse. In the Sasaki Master Plan for the ongoing development

of Greenville is the turned government office park, which was once a

shopping mall, and is now government offices including the courthouse,

along with a large parking lot.

WEST END: Development PlanWest End Development: Live-Work-PlayLooking Ahead: Our site is central to this planned and explored option

for developing the neighborhood of Haynie-Sirrine. This development

looks to the intersection of Church Street and Haynie Street/Pearl

Avenue to become a new town square of sorts. It seeks to fill the area

with pedestrians, shoppers, workers, and families and continue the

southwestern march of Greenville expanding.

Live/Work Program

Square Footage Quantity General DimensionsResidential

2 Bed / 2 Bath 1,000 10 10,000 1 Bed / 1 Bath 750 12 9,000 Studio 500 18 9,000 Gym 1,200 1 1,200 Laundry 300 1 300 Lobby 300 1 300 Circulation/Mech 20% 5,960

29,800 35,760

ParkingStandard Space 180 86 15,480 9x20HC Space 280 5 1400 14x20Circulation 20% 3,376

16,880 20,256

OfficePrivate Office 150 20 3,000 10x15Open Cubicle 48 20 960 8x6Conference Room 300 2 600 15x20Meeting Room 225 2 450 15x15Reception 500 1 500 20x25Copy Room 150 1 150 15x10Break Room 300 1 300 15x20File Room / Storage 375 2 750 15x25Toilet 375 2 750 15x25Toilet 56 2 112 7x8Café / Bar 1,500 1 1,500 Convenience Store 400 1 400 Circulation/Mech 20% 1,894

9,472 11,366

Total 67,382

ESTCODE

DW

5 10 20 50

5 10 20 50 100

Live: 35,760 sqft Park: 20,256 sqft Work: 11,336 sqft

1 Bedroom

2 Bedroom

Studio

main bed

main bath

bedlive

dine

cook

bath

main bed

main bath

bed

live dine cook

bath

main bedmainbath

bed

live dine cook

bath

bedlive

dine

cook bath

bed

livedinecook

bath

LIVE/Work: ProgramInitial Program Development & Square Footages: Total SQFT: ~67,000 We strayed little from what the client asked for, providing an office building including individual offices, cubicles, copy rooms and storage spaces,

kitchenettes, and a reception space. We added a small deli to provide for what the surrounding neighborhood currently lacks. The living area includes three different sized units,

a studio, a one bedroom, and a two bedroom equipped with a community gym, reception and lobby area, and laundry room.

Back to the City: Enhance the developments’

connectivity to Greenville by relating it to the formation

of Greenville as a city itself, surrounding a beautiful strip

of land that was formed by water eroding it away and

enhancing and enlivening the area encompassing it. The

grids that reach out from the surrounding areas give point

to this place on the map where they all collide, unbroken

by erosion as of yet.

Water and Topography: Erosion has created some of

the most spectacular places on this globe. As the Reedy

River flows through Greenville and Falls Park highlights

the flow and erosion the water has taken on the land, so

will our small stream erode away at our building, forming

a natural canyon courtyard for the residents to enjoy.

Progress: As the lives and businesses of the residents

will evolve and grow, so will the city. It is important to

remember where you have been, and where you are going.

Cutting the site up, highlighting future important areas of

development, accomplishes the objective of always looking

ahead and reminding oneself of ones goals and future

aspirations.

at the crux of three city axes grid lines on our site

axes that are eroded away by topography and water grids eroded by water and land

axes of three grids surround site connection points to future developments

DESIGN PROCESS

INITIAL EXPLORATIONS

FINALDESIGN PROCESS

axes of three grids surround site future connections cutting building

stream eroding the grids separated parts to emphasize future

future development connections stream eroding building

placement of general floor area final design iteration

Private / ResidentialOFFICE OPENOFFICE GROWOFFICE SET

OFFICE GATHERPUBLIC COURTYARD

Private / Residential


OFFICEPUBLIC COURTYARD

Private / ResidentialOFFICE OPENOFFICE GROWOFFICE SET

OFFICE GATHERPUBLIC COURTYARD



OFFICEPUBLIC COURTYARD

Plan Program Relation

Section Program Relation

REF

2 BR / 2 BA

REF

STUDIO

REF

(H)

Hei

ght m

ax 4

3’

S=x(h)

x = 2.15allows for Dec light @ 3pm(S) Spacing = min 20’

H2 =

62’

H1 =

43’

W2 = 377’

W1 = 73’

diffuse sunlight

lighter in colorfor solar reflection

reduce solar reflectance intoapts on south

act to increaseshadingcoefficient

2 2

W1 / H1 = 1.7 : 1 RatioW / H = 6 : 1 Ratio

~50% wind penetratesfrom above

Natural ventilation + Daylighting in courtyard

June 21: 3pmDecember 21: 3pm


June 21: 9amDecember 21: 9am

SU

N &

WIN

D

REF

2 BR / 2 BA

REF

STUDIO

REF

(H)

Hei

ght m

ax 4

3’

S=x(h)

x = 2.15allows for Dec light @ 3pm(S) Spacing = min 20’

H2 =

62’

H1 =

43’

W2 = 377’

W1 = 73’

diffuse sunlight

lighter in colorfor solar reflection

reduce solar reflectance intoapts on south

act to increaseshadingcoefficient

2 2

W1 / H1 = 1.7 : 1 RatioW / H = 6 : 1 Ratio

~50% wind penetratesfrom above



June 21: 9amDecember 21: 9am

CLIMATE: Hot/HumidPassive Systems:

Cooling Only: Cross Ventilation

CLIMATE: LocalWind & Sun Diagrammatic Analysis of SiteComfort: Best combination for summer climate is shade with wind

Best combination for winter climate is sun with no wind

Shade | Sun

Win

d | N

one

Irrigated Green Space

Courtyard w/in 45° of prevailing winds

Primary Prevailing Winds

Solar Exposure

Site EntriesSecondary Prevailing Winds

EN

VIR

ON

ME

NTA

L

FA

CT

OR

S

UP

DN

UP

UPDN

UP

DN

UP

DN

UP

REF REF

REF

REF REF REF REF REF REF REF

REF

REF

REF

REF

REF

REF

REFREFREF REF REF

3B

3A

2C

1-10W

MECH

MECHMECH

HALLWAY

HALLWAY

HALLWAY

HALLWAY HALLWAYHALLWAY

STAIR

STAIR

CORRIDOR

GYM

TOILET

TOILET

LOBBY

A A

A

A

A

1 BR

STUDIOSTUDIOSTUDIO STUDIO STUDIOSTUDIOSTUDIO

1 BR

1 BR

1 BR 1 BR

2 BR 2 BR 2 BR 2 BR

1 BR

2 BR 2 BR 2 BR

B

2A

STAIR

STAIR

ELEV

STAIR

STAIRELEV

2-1 2-2 2-52-3 2-4 2-7 2-8 2-9 2-10 2-11 2-142-12 2-132-6

1-6 1-71-51-3 1-41-21-1

G

1-91-8 1-10

1A

3-53-4

F

3-33-1

C

D

E

1B

G

2-6

1-4 1-71-1

3-2

1-1

1C

C

C

1A

G

3-6

C

UP

UP

UP

UP

UP

4

10

10

10

88

STAIR

STAIR

PARKING

PARKING

FREEZER

STORAGE

STORAGE

3B

3A

2C

1-10W

A A

A

A

A

DELI

STAIR

ELEV

STAIR

B

2A

2-1 2-2 2-52-3 2-4 2-7 2-8 2-9 2-10 2-11 2-142-12 2-132-6

1-6 1-71-51-3 1-41-21-1

G

1-91-8 1-10

1A

3-53-4

F

3-33-1

C

D

E

1B

G

2-6

1-4 1-71-1

3-2

1-1

1C

C

C

1A

G

3-6

C

DN

DN

DN

DN

REF

REF REF

REF REFREF

REFREF

REFREF

REF REF

REF

REF

REF

REF REFREFREFREF

3B

3A

2C

1-10W

A A

MECHMECH

GYM

HALLWAY

HALLWAY

HALLWAY

HALLWAY HALLWAYHALLWAY

STAIR

MECH

A

A

A

1 BR

STUDIO

1 BR

STUDIOSTUDIOSTUDIO

STUDIO STUDIO

1 BR

2 BR 2 BR

STUDIO

STUDIOSTUDIOSTUDIOSTUDIO

1 BR1 BR

1 BR

2 BR

B

2A

2-1 2-2 2-52-3 2-4 2-7 2-8 2-9 2-10 2-11 2-142-12 2-132-6

1-6 1-71-51-3 1-41-21-1

G

1-91-8 1-10

1A

3-53-4

F

3-33-1

C

D

E

1B

G

2-6

1-4 1-71-1

3-2

1-1

1C

C

C

1A

G

3-6

C

STAIR

STAIR STAIR

ELEV

DN

UP

REF

3B

3A

2C

1-10W

A A

A

A

B

2A

2-1 2-2 2-52-3 2-4 2-7 2-8 2-9 2-10 2-11 2-142-12 2-132-6

1-6 1-71-51-3 1-41-21-1

G

1-91-8 1-10

1A

3-53-4

F

3-33-1

C

D

E

1B

G

2-6

1-4 1-71-1

3-2

1-1

1C

C

C

1A

G

3-6

C

Residential North & South BuildingsConstruction Type: IIb, Unprotected SteelOccupancy: Residential, R-2, SprinkledAllowed Maximum Travel Distance: 250’Allowed Maximum Common Path of Egress Travel: 125’

Parking DeckConstruction Type: IIb, Unprotected SteelOccupancy: Parking Garages, S-2Allowed Maximum Travel Distance: 400’Allowed Maximum Common Path of Egress Travel: 100’

Office BuildingConstruction Type: IIb, Unprotected SteelOccupancy: Business, B, SprinkledAllowed Maximum Travel Distance: 300’Allowed Maximum Common Path of Egress Travel: 100’

LIFE SAFETYCode Review

UP

UP

UP

chim

ney

resident main level

furn--aces

resident 2nd level

boiler

chilled water plant

fresh air intake filterfilter

preheat

cooling tower

reheat

sound trap

supply

cooling

fan

staticpressureregulator

conditioned space

conditioned space

VAV terminal

VAV terminalch

imne

y

resident main level

furn--aces

resident 2nd level

boiler

chilled water plant

fresh air intake filterfilter

preheat

cooling tower

reheat

sound trap

supply

cooling

fan

staticpressureregulator

conditioned space

conditioned space

VAV terminal

VAV terminal

Residential:Forced Air System+ minimal maintenance+ minimal visual obtrusiveness + minimize system noise + maximize control of air velocity & quality

Ground Level Ceiling

Main Level

Second Residential Level

HVACResidential Building

North Building

South Building

Residential HVAC Axon

zone 1.0

zone 2.0

zone 2.1 zone 2.2 zone 2.3

zone 1.1

zone 2.4 zone 2.5 zone 2.6

zone 2.7

zone 3.7

zone 4.7

zone 3.1 zone 3.2 zone 3.3 zone 3.4 zone 3.5 zone 3.6

zone 4.1 zone 4.2 zone 4.3 zone 4.4 zone 4.5 zone 4.6

zone 3.0

zone 4.0

fanroom

3rd Floor

Office Section HVAC Diagram

2nd Floor Ground FloorMain Floor3rd Floor Ceiling

HVACOffice Building

Office Building:Variable Air Volume (VAV) System

most versatile and widely used +high degree of local control +

economical operations +reheat system for variables between zones +

minimize system noise +minimize operating costs and energy consumption +

maximize individual control over temperature +

Office HVAC Axon

STRUCTUREResidential Building

3RES

1RES

2RES

CONCRETE FLOOR SLAB WITHFIBER REINFORCING

TUBE STEEL COLUMN

STEEL PLATEw/BOLT & ANCHORS

NON-SHRINK GROUT

CONCRETE PIER

STEEL COLUMN -BEYOND

STEEL BEARING PLATEON NON-SHRINK GROUT

SECURED w/BOLT & ANCHORS

FIBER EXPANSION JOINT

RIGID INSULATION ONLIGHT GAGUE STEEL FRAMING

-EXTEND TO UNDERSIDE OF DECK

STOREFRONT WINDOW

REINFORCED CONCRETE SLABON STEEL DECKING

STOREFRONT WINDOW

CANTILEVERED STEEL BEAM-TAPERED BEYOND BEARING POINT

HORIZONTAL CABLE RAILING-POSTS SET IN CONC. SLAB

LT. GA. STEEL BOX BEAMLIGHT GAGUE FRAMING

BLOCKING AS REQ'D

GYPSUM BOARD CEILING

EXTEND RIGID INSULATION TO UNDERSIDE OF DECK

LIGHT GAGUE FRAMING


ROOF ASSEMBLYMETAL ROOFING ONCDX SHEATHING ON

METAL DECKING




STEEL BEAM


STEEL ANGLES WELDED TOCOLUMN & BOLTED TO BEAM

WALL / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON

VERT. HAT CHANNEL FURRING ONRIGID INSULATION w/ HORIZ. Z FURRING

ON LT. GA. STEEL STUDS

RIGID CONNECTION @MOMENT FRAME BEYOND

STEEL PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS

RIGID INSULATION

CONCRETE FLOOR SLAB

STEEL BEAM

BLOCKING AS REQ'D

LT. GA. STEEL BOX BEAM




SPIDER CLAMP BOLTED TOSTEEL PLATE WELDED TO

FACE OF COLUMN

PERFORATED STEEL PANELS

3-13-1

SECOND FLOOR12'-0"

PARKING LEVEL-12'-0"

FIRST FLOOR0'-0"

P

1

2

SLOPE

121

PERFORATED FOUNDATION DRAIN PIPEWRAP IN FILTER CLOTH & SURROUND

w/ MIN OF 3" GRAVEL

FOOTING

UNDISTURBED SOILOR STRUCTURAL FILL

COMPOSITE WATERPROOF MEMBRANE

REINFORCED CONCRETE FOUNDATION WALL

GRAVEL FILL

VAPOR BARRIER

STRUCTURAL FILL


DRAINAGE MAT

THICKENED SLAB @COLUMN BEYOND

6OFC

5OFC

4OFC


STEEL BEARING PLATEON NON-SHRINK GROUTSECURED w/BOLT & ANCHORS






TYP. HORIZONTAL CABLERAILING

-POSTS SET IN CONC. SLAB

ROOF ASSEMBLYFULLY ADHERED TPO ROOF

OVER RIGID INSULATION ONSTEEL DECKING

TAPERED STEEL BEAM

RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING

-EXTEND INSUL. TO UNDERSIDE OF DECK


STEEL BEAM

FASCIA / SOFFIT ASSEMBLYFIBER CEMENT PANEL ON



RIGID INSULATION ON Z FURRING @UNDERSIDE OF BEAM


CURTAIN WALL GLAZING SYSTEM





STEEL BEAM

FIBER EXPANSION JOINT w/BACKER ROD & SEALANT AT TOP

TYP. EXPOSED GALVANIZEDSTEEL HORIZONTAL DUCT

TYP. GALVANIZED STEELSUPPORT STRAP

STEEL BEAM


CONTINUOUS STEEL ANGLE

CONTINUOUS STEEL C CHANNEL






CLOTH SOLAR SHADING SAIL


BATT INSULATION

CONCEALED GUTTER





BATT INSULATION




3-1

GROUND FLOOR-12'-0"

FIRST FLOOR0'-0"

SECOND FLOOR15'-0" AFF

THIRD FLOOR30'-0"

G

1

2

3

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING


COMPOSITE WATERPROOF MEMBRANEON RIGID INSULATION

ON PROTECTION BOARD


GROUND FLOOR-12'-0"

SOFFIT ASSEMBLYFIBER CEMENT PANEL ON

VERT. HAT CHANNEL FURRINGON RIGID INSULATION w/ HORIZ.

Z FURRING

RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING TO

UNDERSIDE OF DECK




RIGID INSULATION ON Z FURRING


BACKER ROD & SEALANT


COMPOSITE WATERPROOFMEMBRANE ON RIGID INSUL. ON

PROTECTION BOARD

FINISHED FLOOR

STEEL BEAM

CONT. STEEL C CHANNEL

BATT INSULATION

CONT. METAL PLATE

STEEL COLUMN

SAIL ARMATURE-BOLTED THRU TO STEEL PLATE

CONT. STEEL BENT ANGLE


WOOD BLOCKING AS REQ'D


SOFFIT / FASCIA ASSEMBLYFIBER CEMENT PANEL ON




TAPERED STEEL BEAM

RIGID INSULATION ON LIGHTGAGUE STEEL FRAMING -EXTEND

INSUL. TO UNDERSIDE OF DECK



ALUMINUM GUTTER W/CONT CLEAT FASTENED TO

WOOD BLOCKING

LAP TPO OVER TOP OF AND SEAL TOTOP OF GUTTER

CONCEALED DOWNSPOUT

PT WOOD BLOCKING AS REQ'D

FINISHED FLOOR

SOFFIT / WALL ASSEMBLYFIBER CEMENT PANEL ON


RIGID INSULATION ON LIGHT GAGUESTEEL FRAMING TO UNDERSIDE OF DECK



METAL BOX BEAM

EXTRUDED ALUM.STOREFRONT HEAD


FIBER CEMENT -TUCK BEHINDSTOREFRONT HEAD

SEAL JOINT

GYPSUM BOARD CEILING ONLIGHT GAGUE METAL FRAMING




STEEL BEAM

SHIM AS REQ'D

BUILDING WRAP - EXTEND UPWALL CONTINUE ALONG SOFFIT


TUBE STEEL COLUMN




ROOF ASSEMBLYPANELIZED METAL ROOFING SYSTEM ON

WOOD SLEEPERS ONRIGID INSULATION ON STEEL DECKING

CONT. STEEL ANGLE

WRAP ICE & WATER SHIELD AROUNDBLOCKING AND UNDER SLEEPERS


PERFORATED CORTENSTEEL PANELS

STEEL ANGLES WELDED TOCOLUMN & BOLTED THRU BEAM

SPIDER CLAMP BOLTED TOSTEEL PLATES WELDED TO

FACE OF COLUMN

BUILDING WRAP - EXTENDUP WALL & TERMINATE @

TOP OF INSULATION

FINISHED FLOOR

TUBE STEEL COLUMN





METAL EDGE CAP



SPIDER CLAMP BOLTED TO STEELPLATES WELDED TO FACE OF COLUMN




TOP OF BLOCKING

CANTILEVERED BEAM @ FOUNDATION BEARING6 SCALE: 1 1/2"= 1'-0"

SAIL ARMATURE CONNECTION @ OFFICE CURTAIN WALL5 SCALE: 1 1/2"= 1'-0"

EAVE DETAIL @ OFFICE CURTAIN WALL4 SCALE: 1 1/2"= 1'-0"

INTERSECTION AT CANTILEVERED BEAM3 SCALE: 1 1/2"= 1'-0"

PERFORATION SKIN TO ROOF TRANSITION1 SCALE: 1 1/2"= 1'-0"

CANTILEVERED BEAM CONNECTION TO COLUMN2 SCALE: 1 1/2"= 1'-0"

3RES

1RES

2RES


TUBE STEEL COLUMN


NON-SHRINK GROUT

CONCRETE PIER







STOREFRONT WINDOW


STOREFRONT WINDOW




BLOCKING AS REQ'D



LIGHT GAGUE FRAMING



METAL DECKING




STEEL BEAM








RIGID INSULATION

CONCRETE FLOOR SLAB

STEEL BEAM

BLOCKING AS REQ'D






FACE OF COLUMN


3-13-1

SECOND FLOOR12'-0"


FIRST FLOOR0'-0"

P

1

2

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING




GRAVEL FILL

VAPOR BARRIER

STRUCTURAL FILL


DRAINAGE MAT


6OFC

5OFC

4OFC












TAPERED STEEL BEAM




STEEL BEAM











STEEL BEAM




STEEL BEAM











BATT INSULATION

CONCEALED GUTTER





BATT INSULATION




3-1

GROUND FLOOR-12'-0"

FIRST FLOOR0'-0"


THIRD FLOOR30'-0"

G

1

2

3

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING



ON PROTECTION BOARD


GROUND FLOOR-12'-0"



Z FURRING


UNDERSIDE OF DECK









PROTECTION BOARD

FINISHED FLOOR

STEEL BEAM


BATT INSULATION

CONT. METAL PLATE

STEEL COLUMN










TAPERED STEEL BEAM






WOOD BLOCKING


CONCEALED DOWNSPOUT


FINISHED FLOOR






METAL BOX BEAM




SEAL JOINT





STEEL BEAM

SHIM AS REQ'D



TUBE STEEL COLUMN






CONT. STEEL ANGLE






FACE OF COLUMN


TOP OF INSULATION

FINISHED FLOOR

TUBE STEEL COLUMN





METAL EDGE CAP







TOP OF BLOCKING







3RES

1RES

2RES


TUBE STEEL COLUMN


NON-SHRINK GROUT

CONCRETE PIER







STOREFRONT WINDOW


STOREFRONT WINDOW




BLOCKING AS REQ'D



LIGHT GAGUE FRAMING



METAL DECKING




STEEL BEAM








RIGID INSULATION

CONCRETE FLOOR SLAB

STEEL BEAM

BLOCKING AS REQ'D






FACE OF COLUMN


3-13-1

SECOND FLOOR12'-0"


FIRST FLOOR0'-0"

P

1

2

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING




GRAVEL FILL

VAPOR BARRIER

STRUCTURAL FILL


DRAINAGE MAT


6OFC

5OFC

4OFC












TAPERED STEEL BEAM




STEEL BEAM











STEEL BEAM




STEEL BEAM











BATT INSULATION

CONCEALED GUTTER





BATT INSULATION




3-1

GROUND FLOOR-12'-0"

FIRST FLOOR0'-0"


THIRD FLOOR30'-0"

G

1

2

3

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING



ON PROTECTION BOARD


GROUND FLOOR-12'-0"



Z FURRING


UNDERSIDE OF DECK









PROTECTION BOARD

FINISHED FLOOR

STEEL BEAM


BATT INSULATION

CONT. METAL PLATE

STEEL COLUMN










TAPERED STEEL BEAM






WOOD BLOCKING


CONCEALED DOWNSPOUT


FINISHED FLOOR






METAL BOX BEAM




SEAL JOINT





STEEL BEAM

SHIM AS REQ'D



TUBE STEEL COLUMN






CONT. STEEL ANGLE






FACE OF COLUMN


TOP OF INSULATION

FINISHED FLOOR

TUBE STEEL COLUMN





METAL EDGE CAP







TOP OF BLOCKING







Wall

Section &

Deta

ils

SE

CT

ION

MO

DE

LR

esi

dential B

uild

ing

STRUCTUREOffice Building

3RES

1RES

2RES


TUBE STEEL COLUMN


NON-SHRINK GROUT

CONCRETE PIER







STOREFRONT WINDOW


STOREFRONT WINDOW




BLOCKING AS REQ'D



LIGHT GAGUE FRAMING



METAL DECKING




STEEL BEAM








RIGID INSULATION

CONCRETE FLOOR SLAB

STEEL BEAM

BLOCKING AS REQ'D






FACE OF COLUMN


3-13-1

SECOND FLOOR12'-0"


FIRST FLOOR0'-0"

P

1

2

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING




GRAVEL FILL

VAPOR BARRIER

STRUCTURAL FILL


DRAINAGE MAT


6OFC

5OFC

4OFC












TAPERED STEEL BEAM




STEEL BEAM











STEEL BEAM




STEEL BEAM











BATT INSULATION

CONCEALED GUTTER





BATT INSULATION




3-1

GROUND FLOOR-12'-0"

FIRST FLOOR0'-0"


THIRD FLOOR30'-0"

G

1

2

3

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING



ON PROTECTION BOARD


GROUND FLOOR-12'-0"



Z FURRING


UNDERSIDE OF DECK









PROTECTION BOARD

FINISHED FLOOR

STEEL BEAM


BATT INSULATION

CONT. METAL PLATE

STEEL COLUMN










TAPERED STEEL BEAM






WOOD BLOCKING


CONCEALED DOWNSPOUT


FINISHED FLOOR






METAL BOX BEAM




SEAL JOINT





STEEL BEAM

SHIM AS REQ'D



TUBE STEEL COLUMN






CONT. STEEL ANGLE






FACE OF COLUMN


TOP OF INSULATION

FINISHED FLOOR

TUBE STEEL COLUMN





METAL EDGE CAP







TOP OF BLOCKING







3RES

1RES

2RES


TUBE STEEL COLUMN


NON-SHRINK GROUT

CONCRETE PIER







STOREFRONT WINDOW


STOREFRONT WINDOW




BLOCKING AS REQ'D



LIGHT GAGUE FRAMING



METAL DECKING




STEEL BEAM








RIGID INSULATION

CONCRETE FLOOR SLAB

STEEL BEAM

BLOCKING AS REQ'D






FACE OF COLUMN


3-13-1

SECOND FLOOR12'-0"


FIRST FLOOR0'-0"

P

1

2

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING




GRAVEL FILL

VAPOR BARRIER

STRUCTURAL FILL


DRAINAGE MAT


6OFC

5OFC

4OFC












TAPERED STEEL BEAM




STEEL BEAM











STEEL BEAM




STEEL BEAM











BATT INSULATION

CONCEALED GUTTER





BATT INSULATION




3-1

GROUND FLOOR-12'-0"

FIRST FLOOR0'-0"


THIRD FLOOR30'-0"

G

1

2

3

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING



ON PROTECTION BOARD


GROUND FLOOR-12'-0"



Z FURRING


UNDERSIDE OF DECK









PROTECTION BOARD

FINISHED FLOOR

STEEL BEAM


BATT INSULATION

CONT. METAL PLATE

STEEL COLUMN










TAPERED STEEL BEAM






WOOD BLOCKING


CONCEALED DOWNSPOUT


FINISHED FLOOR






METAL BOX BEAM




SEAL JOINT





STEEL BEAM

SHIM AS REQ'D



TUBE STEEL COLUMN






CONT. STEEL ANGLE






FACE OF COLUMN


TOP OF INSULATION

FINISHED FLOOR

TUBE STEEL COLUMN





METAL EDGE CAP







TOP OF BLOCKING







3RES

1RES

2RES


TUBE STEEL COLUMN


NON-SHRINK GROUT

CONCRETE PIER







STOREFRONT WINDOW


STOREFRONT WINDOW




BLOCKING AS REQ'D



LIGHT GAGUE FRAMING



METAL DECKING




STEEL BEAM








RIGID INSULATION

CONCRETE FLOOR SLAB

STEEL BEAM

BLOCKING AS REQ'D






FACE OF COLUMN


3-13-1

SECOND FLOOR12'-0"


FIRST FLOOR0'-0"

P

1

2

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING




GRAVEL FILL

VAPOR BARRIER

STRUCTURAL FILL


DRAINAGE MAT


6OFC

5OFC

4OFC












TAPERED STEEL BEAM




STEEL BEAM











STEEL BEAM




STEEL BEAM











BATT INSULATION

CONCEALED GUTTER





BATT INSULATION




3-1

GROUND FLOOR-12'-0"

FIRST FLOOR0'-0"


THIRD FLOOR30'-0"

G

1

2

3

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING



ON PROTECTION BOARD


GROUND FLOOR-12'-0"



Z FURRING


UNDERSIDE OF DECK









PROTECTION BOARD

FINISHED FLOOR

STEEL BEAM


BATT INSULATION

CONT. METAL PLATE

STEEL COLUMN










TAPERED STEEL BEAM






WOOD BLOCKING


CONCEALED DOWNSPOUT


FINISHED FLOOR






METAL BOX BEAM




SEAL JOINT





STEEL BEAM

SHIM AS REQ'D



TUBE STEEL COLUMN






CONT. STEEL ANGLE






FACE OF COLUMN


TOP OF INSULATION

FINISHED FLOOR

TUBE STEEL COLUMN





METAL EDGE CAP







TOP OF BLOCKING







Wall

Section &

Deta

ils

3RES

1RES

2RES


TUBE STEEL COLUMN


NON-SHRINK GROUT

CONCRETE PIER







STOREFRONT WINDOW


STOREFRONT WINDOW




BLOCKING AS REQ'D



LIGHT GAGUE FRAMING



METAL DECKING




STEEL BEAM








RIGID INSULATION

CONCRETE FLOOR SLAB

STEEL BEAM

BLOCKING AS REQ'D






FACE OF COLUMN


3-13-1

SECOND FLOOR12'-0"


FIRST FLOOR0'-0"

P

1

2

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING




GRAVEL FILL

VAPOR BARRIER

STRUCTURAL FILL


DRAINAGE MAT


6OFC

5OFC

4OFC












TAPERED STEEL BEAM




STEEL BEAM











STEEL BEAM




STEEL BEAM











BATT INSULATION

CONCEALED GUTTER





BATT INSULATION




3-1

GROUND FLOOR-12'-0"

FIRST FLOOR0'-0"


THIRD FLOOR30'-0"

G

1

2

3

SLOPE

121


w/ MIN OF 3" GRAVEL

FOOTING



ON PROTECTION BOARD


GROUND FLOOR-12'-0"



Z FURRING


UNDERSIDE OF DECK









PROTECTION BOARD

FINISHED FLOOR

STEEL BEAM


BATT INSULATION

CONT. METAL PLATE

STEEL COLUMN










TAPERED STEEL BEAM






WOOD BLOCKING


CONCEALED DOWNSPOUT


FINISHED FLOOR






METAL BOX BEAM




SEAL JOINT





STEEL BEAM

SHIM AS REQ'D



TUBE STEEL COLUMN






CONT. STEEL ANGLE






FACE OF COLUMN


TOP OF INSULATION

FINISHED FLOOR

TUBE STEEL COLUMN





METAL EDGE CAP







TOP OF BLOCKING







Structure Model

Vertical Load

Lateral Load

01WALL

02WALL

01WALL

02WALL BUILDING SECTION

Sect

ion

ASe

ctio

n B

Sect

ion

CSe

ctio

n D

SITE SECTIONS

Stream Section South 1/32” = 1’-0”

Stream Section North 1/32” = 1’-0”

LONG SECTIONS

Perforation DesignLouver Design

Office Fins & Residential Skin: Brains & Beauty: The fins on the office building are rotatable cloth shading devices. Since the office buildings main curtain wall is facing west-south-west, there needed

to be substantial shading devices put on the building in order to counter-act the heat gain and solar glare that would undoubtedly occur on the occupants computer screens.

The skin of the residential building acts in the same manner. While in a hot and humid climate, one of the few passive strategies for cooling is natural ventilation. In order to

optimize the wind and minimize the sun, a skin was designed to wrap around the entirety of the buildings. The skin is made of a gold-copper alloy, affixed to a steel grid system

and attached via spider joints. The perforation pattern is derived from the trees on the site, but are placed carefully as well. On the north side, there are many more and much

larger perforations, while on the south side there are fewer and smaller perforations. This combined with the lush trees will help shade the building in the summer, and since the

plant life is mostly oak, they will shed their leaves in the winter allowing for more sunlight to penetrate and warm the space in the few winter months.

Live/Work Program

Square Footage Quantity General DimensionsResidential

2 Bed / 2 Bath 1,000 10 10,000 1 Bed / 1 Bath 750 12 9,000 Studio 500 18 9,000 Gym 1,200 1 1,200 Laundry 300 1 300 Lobby 300 1 300 Circulation/Mech 20% 5,960

29,800 35,760

ParkingStandard Space 180 86 15,480 9x20HC Space 280 5 1400 14x20Circulation 20% 3,376

16,880 20,256

OfficePrivate Office 150 20 3,000 10x15Open Cubicle 48 20 960 8x6Conference Room 300 2 600 15x20Meeting Room 225 2 450 15x15Reception 500 1 500 20x25Copy Room 150 1 150 15x10Break Room 300 1 300 15x20File Room / Storage 375 2 750 15x25Toilet 375 2 750 15x25Toilet 56 2 112 7x8Café / Bar 1,500 1 1,500 Convenience Store 400 1 400 Circulation/Mech 20% 1,894

9,472 11,366

Total 67,382

Third Level

Second Level

PLANS

Main Level

Parking Level

LIVING BEDROOM

BATHROOM

KITCHEN

REF

LIVING BEDROOM

BEDROOMBATHROOM

BATHROOM

KITCHEN

REF

KITCHEN

LIVING BEDROOM

BATHROOM

REF

1 Bed / 1 Bath 675 sqft12 units | (Accessible)

2 Bed / 2 Bath1000 sqft10 units

Studio | 500 sqft18 units

FINAL MODEL

From office building, looking onto the stream and courtyard

From western bridge, looking onto the stream and office building

Dusk from Church Street looking west

Autumn, from the north west corner looking towards the development

Main Residential Entrance

FINAL PRESENTATION

MODELS

Final Presentation: The title of the class, ‘Comprehensive,’ lived up to its name. From designing for an actual client, to studying and learning the in-depth needs of an

architectural project that has the potential to be built, this project became a well-thought-out, well-implemented design. Every aspect of the design had a purpose enhanced

with a meaning of growth and community behind it, and that ultimately is the goal of this development. Residents who live and work here would be proud to live in such a close-

knit community that strives for excellence and opportunity and growth. The design pampers to interactions, meeting and brainstorming and the evolution of ideas.

Comprehensive Studio Spring 2014

Documents

Transcript of Comprehensive Studio Spring 2014