the future of sprawl 84th & Pine Lake RD, Lincoln, NE 68526 USA Landon Beard & Megan Peterson
Landon Beard Megan Peterson
T. Title T. 101 Cover Sheet G. General G. 101 Project Information G. 102 General Requirements G. 103 Project Understanding A. Architectural A. 101 Macro Site Plan A. 201 Mega Structure Function A. 202 Mega Structure Transportation A. 203 Mega Structure Transportation (cont)
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A. 301 Micro Site Plan A. 302 Floor Plans A. 303 Floor Plans (cont) A. 304 Roof Plan A. 401 Elevations A. 402 Elevations (cont) A. 403 Elevations (cont) A. 404 Elevations (cont)
A. 601 Wall / Floor Sections A. 701 Details A. 702 Details (cont) A. 703 Details (cont) A. 704 Details (cont) A. 801 HVAC A. 901 Lighting S. Stuctural S. 101 Structural Plan C. Concept C. 101 Mega Structure Perspective C. 102 Platform Perspective C. 103 Interior Dwelling Perspective C. 104 Megastructure Aerial Perspective
SHEET INDEX
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CONCEPT
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T.101
the future of sprawl cover
A. 501 Building Sections A. 502 Building Sections (cont)
Existing Zoning Requirements
Zone Heigh Setba Zone Heigh Setba
Zone B-5 Height Restriction : 40’ Setbacks : 15’ / Side 5’ / Rear 20’
Zone Heigh Setba
Zone R-3 Height Restriction : 35’ Setbacks : Front 20’ / Side 0’
Zone Heigh Setba
Project Location EXTERIOR ELEVATION
84th & Pine Lake, Lincoln, NE 68526 USA Site Area : 450 acres
ELEVATION NO.
2 A201
SHEET NO.
SECTION
ELEVATION NO.
1 A301
SHEET NO.
PROJECT INFORMATION BUILDING GRID LINES A
1
BUILDING GRID LINES LEVEL NUMBER LEVEL 01
60’
ELEVATION
ROOM LABEL ROOM NAME
LIVING ROOM 240
SQUARE FOOTAGE
DETAIL
1 A401
DETAIL NUMBER SHEET NUMBER AREA REFERENCE
ANNOTATION KEY
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VICINITY PLAN
Emergency and life safety services access site via micro helicopter and specified helicopter landing zones.
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Occupancy Classifications: R-3, B-5 Construction Type: Type III Fire Rating: 1 Hour ( Does not contain Sprinkler System) Egress Components: 1 in-House Stair, 4 Megastructure Stair Cores, Magnetically driven autonomous transportation system
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G.101
O-3 ht Restriction : 35’ acks : Front 30’ / Side 10’
International Building Code 2009 (IBC 2009) International Fire Code 2006 (IFC 2006) American National Standard Institute 2009 (ANSI 2009)
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H-4 ht Restriction : 55’ acks : Front 20’ / Side 20’ / Rear 20’
Building Code Requirements
the future of sprawl project information
B-2 ht Restriction : 40’ acks : Front 20’ / Side 20’ R-5 ht Restriction : 35’ acks : Front 20’ / Side 5’ / Rear 30’
Zoning: R-3* This district is intended to provide developing areas of residential use with a gross density of three to five dwelling units per acre, with strong encouragement for the general use of community unit plans to foster improved and innovative design, a mix of housing types and socio-economic groups, and improved energy resource conservation. Source: lincoln.ne.gov Zoning: B-5* This is a district established to permit the development of regional retail shopping facilities and related activites which will provide for planned and controlled consumer survices for all segments of the population, promote healthful economic growth, create a desirable enviroenment, best complement the general land use pattern of the community, and assist in implementing the established goals and policies of the community. Source: lincoln.ne.gov *Requires a zoning amendment in order to surpass required height restrictions.
Due t of Zo Code
All pro jurisd indus Linco zonin in eac as se two ty of ch of lan involv and is proce appro noted Plann a cha requir chang coord with P for a
ZONING REQUIREMENTS Pervious / Non Pervious Areas
Zoning: Setbacks
Floor A
Each platform is constructed similar to that of a green roof. Water drains fast the vegetation and is collected and transferred vis the mega structure to an underground water treatment facility.
Applicable to residentail units < 7,500 - 9,999 SF Side : 8’- 0” Front : 15’ - 0” Rear : 15’ - 0” *
Floor A
Habitat / Erosion Concerns
Source: International Building Code
The majority of the site is left largely untouched by this design intervention. Therefore, habitat protection and erosion is not applicable.
*Due to nature of residential units, the rear setback is accounted for on the operable extended deck attached to each individual unit.
*Based alternat
PLUMBING REQUIREMENTS
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ZONING REQUIREMENTS
Dwellin Lot : 3,
R-3 One and two family dwellings and lodging houses with fiver or fewer guest rooms
NA
3
Area Ratio
Water Closets: 1 per dwelling unit
Bathtubs or Showers: 1 per dwelling unit Drinking Fountains: NA Other: 1 kitchen sink per dwelling unit; 1 automatic clothes washer connection per dwelling unit.d Source: International Building Code (IBC)
PLUMBING REQUIREMENTS
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1
Parking
Area Ratio : .4775 *
Due to projective nature of the project, situated in 2100, there is no requirement for parking as the transportation system functions in an autonomous fashion via magnetic tracks. This vertical and horizontal system is currently being tested in Germany by Thyssen Krupp.
ng Unit : 1,720 SF ,600 SF
d upon illustrated 2 - 4 person dwelling unit; te floor area ratios will exist on site
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Public parking will be available on the ground level near commercial ammenities.
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Lavatories: 1 per 10
PARKING REQUIREMENTS
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2
G.102
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Mimimum number of required plumbing facilities:
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operty within the City and its three-mile extraterritorial diction is zoned, and can range from agricultural to strial zoning. The City’s Zoning Ordinance, part of oln Municipal Code (LMC), describes the various ng districts and includes the range of uses allowed ch district along with the applicable regulators such etbacks and other minimum standards. There are ypes of zone changes. The first involves the process hanging the zoning designation on a specific parcel nd from one designation to another. The second ves an amendment to the Zoning Ordinance itself, s typically referred to as text amendment. Both are essed in the same manner and require City Council oval, but have very different effects. It should be d that a useful development tool known as the ned Unit Development, or simply the PUD, is also ange of zone application as well. The application rements are much greater compared to other ge of zone applications and involve more review and dination, so it is recommended you please consult Planning staff prior to submitting a change of zone PUD. Source: lincoln.ne.gov
the future of sprawl general requirements
to current zoning restrictions, a “Change one” in compliance with Lincoln’s Municipal e is required.
Concept This project is designed at three different scales : the mega structure, the platform and the dwelling unit. The axon on the right highlights each individual component. The following sheets will give a diagramatic sense of how the overall system functions, but will focus largely on the dwelling unit construction and its relationship to the larger whole.
CONCEPT INFORMATION
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AXON - THREE SEPARATE DESIGN SCALES
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NA
G.103
1
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AA
BB
11
S 84TH ST.
22
HW
Y2
33
44
MACRO SITE PLAN
Y2 1 A102
SCALE 1” = 650’-0”
1
A.101
1 A102
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S 98TH ST.
HW
the future of sprawl macro site plan
CC DD
150’
80’
cell / wifi tower
structural support
underside transportation system
upcycling center material storage
energy generation + storage
centrifugal separation
gray filtration
ground water filtration
ground water collection
MEGA STRUCTURE INNER WORKINGS DIAGRAM
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600’
450’
maximum height platform (375’)
300’
magnetic vertical transportation net work
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150’
automated waste dropoff point 0’ waste collection
waste storage
-150’
methane fermentation container -300’
waste incineration chamber
-450’
algae carbon dioxide absorber
-600’
waste heat container
-750’ geothermal well
paleozoic oil shaft -5000’
SCALE 1” = 100’-0”
1
A.201
the future of sprawl mega structure function
waste water treatment facilit y
1 A401
1 A401
0
20’-0”
50’-0”
MACRO TRANSPORTATION SYSTEM
SCALE 1/2” = 50’-0”
A.202
1
the future of sprawl mega structure transportation
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0
5’-0”
20’-0”
TRANSPORTATION + WASTE MANAGEMENT THRESHOLD
A.203
SCALE 1” = 10’-0”
the future of sprawl mega structure transportation
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5â&#x20AC;&#x2122;
MICRO SITE PLAN
SCALE 1” = 10’-0”
1
A.301
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Platform Below
Buildable Area
Rear Setback Side Setback
4 A201
A
30’-0”
1
18’-0”
OPTIONAL DECK 460
2
LIVING ROOM 240
2 A302
30’-0”
UP
3 A201
3’-0”
KITCHEN - DINING 360
4
8’-0”
3
4
2 A201
FLOOR PLAN - LEVEL 01
1 A301
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B
OPERABLE DECK
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HINGE
M EXIT PATH
1 A201
4’0” 4 A501
BATH 48 SF AUTOMATIC CLOTHES WASHER CONNECTION OPERABLE BACK PLATFORM
1 A301
SCALE 1/8” = 1’-0”
1
A.302
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2 A302
4 A201
A
2
12’-0”
TERRACE 74
2 A302
DN 3’-0” 4’0”
18’-0”
3 A201
BATH 60
BEDROOM 106
3
2 A201
FLOOR PLAN - LEVEL 02
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B
RAILING 2 A302
1 A201
BEDROOM 106
MEGASTRUCTURE PLATFORM
EXIT PATH
1 A301
SCALE 1/8” = 1’-0”
1
A.303
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3’-0”
A
4 A201
2
2 A302
3 A201
3
2 A201
ROOF PLAN
SKYLIGHTS
1 A301
SCALE 1/8” = 1’-0”
1
A.304
1 A201
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1 A301
B
2 A302
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3’-0”
4’-6”
60’-0”
17’-0”
BUILDING ELEVATION 01 - EAST
48’
30’-0” INPUT AIR VENT
SCALE 1/8” = 1’-0”
1
A.401
60’
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30’-6” LEVEL 01
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LEVEL 02
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14’-0”
13’-0”
30’-0”
BUILDING ELEVATION 02 - SOUTH
48’
SCALE 1/8” = 1’-0”
1
A.402
LEVEL 01
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LEVEL 02
60’
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BUILDING ELEVATION 03 - WEST
48’
INPUT AIR VENT
SCALE 1/8” = 1’-0”
1
A.403
11’-6” LEVEL 01
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LEVEL 02 60’
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12’-0”
8’-6”
30’-0”
BUILDING ELEVATION 04 - NORTH
48’
SCALE 1/8” = 1’-0”
1
A.404
LEVEL 01
the future of sprawl elevations
LEVEL 02
60’
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3 A501 2 A501 1 A501
1 A401
STAINLESS STEEL SUSPENSION CABLE
PLUMBING & ELECTRICITY CAVITY AUTONOMOUS POD TRANSPORT SYSTEM STEEL SUPPORT
STEEL PLATE STEEL BRACKET
BUILDING SECTION 01
2 A401
LEVEL 01
48’
11”
1”
SCALE 1/8” = 1’-0”
1
A.501
7”
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2 A502
LEVEL 02 60’
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12’-0”
10”
30’-0”
BUILDING SECTION 02
6 A501
5 A501
48’
SCALE 1/8” = 1’-0”
1
A.502
LEVEL 01
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LEVEL 02
60’
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EMERGENCY SPRINKLER SYSTEM OPTIONAL GREENING EROSION CONTROL ENGINEERED SOIL
STAINLESS STEEL RAILING GLASS INFILL ADJUSTABLE HEIGHT CONCRETE PAVER SUPPORT PEDESTAL
RIGID INSULATION DRAINAGE LAYER TAPERED CONCRETE PRE-CAST CONCRETE SECTION RAILING FASTENER
PRECAST CONCRETE SECTION STEEL BRACKET
PLATFORM FLOOR SYSYTEMS SECTION
4’-6”
STEEL WALL
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STEEL RIGID INSULATION FIBER REINFORCED DECKING PLASTIC SHELL STEEL FIBER REINFORCED TRUSS SUPPORT CONNECTION PLASTIC SHELL RUBBER INSULATED COVER TRUSS SUPPORT CONNECTION BOLTED CONNECTION POINT RUBBER INSULATED COVER BOLTED CONNECTION POINT
PLUMPING INPUT
1 A502
1 A502
SCALE 1-1/2” = 1’-0”
1
A.601
the future of sprawl wall / floor secitons
PLUMPING INPUT
SKYL
IN
SKYL
SKYL
INSULATED TEMPERED GLASS EXTRUDED ALUMINUM RETAINER CAP FRAME VINYL GLAZING TAPE
NEOPRENE SETTING BLOCK BACK ADHERED RUBBER DRAFT DEAL
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FASTENER FLASHING RUBBER MEMBRANE
LIGHT WINDOW HEAD
SCALE 1-1/2” = 1’-0”
1
SCALE 1-1/2” = 1’-0”
2
RUBBER MEMBRANE FLASHING FASTENER
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NEOPRENE SETTING BLOCK BACK ADHERED VINYL GLAZING TAPE EXTRUDED ALUMINUM RETAINER CAP FRAME RUBBER DRAFT SEAL
VINYL GLAZING TAPE EXTRUDED ALUMINUM RETAINER CAP FRAME INSULATED TEMPERED GLASS
LIGHT WINDOW JAMB
NEOPRENE SETTING BLOCK BACK ADHERED FASTENER FLASHING RUBBER MEMBRANE
ALUMINUM CAP
SCALE 1-1/2” = 1’-0”
3
A.701
LIGHT WINDOW SILL
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NSULATED TEMPERED GLASS
STRUCTURAL STEEL FRAME
DOUBLE PANELED WINDOW
DRAINED & VENTILATED ZINC CLADDING
WINDOW FRAME
ALUMINUM PANEL
SEALANT & BACKER ROD
SIP WALL PANEL STANDARD WIRE CHASE
WATER BARRIER
GYPSUM BOARD
FLASHING & DRIP
SEALANT & BACKER ROD
STANDARD WIRE CHASE GYPSUM BOARD
FLASHING & DRIP
SIP WALL PANEL ALUMINUM PANEL
WINDOW FRAME
DRAINED & VENTILATED ZINC CLADDING STRUCTURAL STEEL FRAME
DOUBLE PANELED WINDOW
WINDOW SILL DETAIL
SCALE 1-1/2” = 1’-0”
3
WINDOW HEAD DETAIL
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WATER BARRIER FLASHING & DRIP
GYPSUM BOARD SIP WALL PANEL ALUMINUM PANEL DRAINED & VENTILATED ZINC CLADDING STRUCTURAL STEEL FRAME
SCALE 1-1/2” = 1’-0”
2
WINDOW JAMB DETAIL
SCALE 1-1/2” = 1’-0”
1
A.702
the future of sprawl details
DOUBLE PANELED WINDOW
TRUSS SUPPORT CONNECTION RUBBER INSULATED COVER BOLTED CONNECTION POINT
EROSION CONTROL
ENGINEERED SOIL RIGID INSULATION
DRAINAGE LAYER PRE-CAST CONCRETE SECTION STEEL BRACKET
WALL TO MEGASTRUCTURE PLATFORM CONNECTION DETAIL
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WATER BARRIER RUBBER SEAL & TRIM ADJUSTABLE SUPPORT PEDESTAL ADJUSTABLE HEIGHT CONCRETE PAVER SUPPORT PEDESTAL
INSULATION
SCALE 1-1/2” = 1’-0”
1
A.703
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STEEL BRACKET
DOUBLE LAYERED TEMPER GLASS
STAINLESS STEEL DECK RAILING
SWIVEL FASTENER BOLTED CONNECTION
SWIVEL GEAR RAILING HEAD LOCKING MECHANISM
SECOND LEVEL TERRACE RAILING DOUBLE LAYERED TEMPER GLASS
OPERABLE DECK LOCKING MECHANISM
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STAINLESS STEEL ATTACHMENT
SCALE 1-1/2” = 1’-0”
2
A.704
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COLLAPSED SIDE RAILINGS
SUPPLY AIR FAN
HEATING COIL
DX COOLING COIL
OUTSIDE AIR RELIEF AIR
THERMOSTAT
ZONE AIR INLET NODE
ZONE AIR EXHAUST NODE
NATURA
ZONE BOUNDARY
NATURA
HVAC PROCESS DIAGRAM
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2
NATURA
HVAC HOIZONTAL / VERTICAL DISTRIBUTION
SCALE 1/8” = 1’- 0”
3
HVAC
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AL VENTILATION
DAYLIGHT GLASS
AL VENTILATION
NATURAL VENTILATION
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VIEW GLASS
AL VENTILATION
C LOCATION & AIR INPUT / OUTPUT
SCALE 1/8” = 1’-0”
1
A.801
VI
EW
/D
AY L
IG H
T
G
LA S
S
TH
RE
SH
O
LD
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VENT
LED FLOOR STRIP LIGHT
SQUARE WALL LIGHT
E.Q.
LIGHTING PLAN - LEVEL 01
E.Q.
E.Q.
SCALE 1/8” = 1’-0”
2
LIGH
E.Q.
E.Q. E.Q. E.Q.
SCALE 1/8” = 1’-0”
1
A.901
the future of sprawl lighting
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E.Q. E.Q.
HTING PLAN - LEVEL 02 SQUARE WALL LIGHT
E.Q.
E.Q. E.Q.
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CONNECTION OF DWELLING TO MEGA STRUCTURE / FOUNDATION
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PLATFORM STRUCTURE
LE
VE
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L 02 60 ’
UPPER SHELL
LE
VE
L 01 48 ’
EXTERIOR WALL
LOWER SHELL
UNIVERSAL DECK
EXTERIOR WALL
SCALE 1” = 25’-0”
1
S.101
the future of sprawl structural plan
UNIVERSAL STRUCTURE SYSTEM
C.101
the future of sprawl mega structure perspective
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C.102
the future of sprawl platform perspective
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C.103
the future of sprawl interior dwelling perspective
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C.104
the future of sprawl mega structure perspective
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