ARCH 5120: COMPREHENSIVE DESIGN STUDIO PHASE 4.0 THE EXQUISITE CARSON DALLAS & BIANCA RABBIE
MANIFESTO
PAGE 3
TABLE OF CONTENTS THE EXQUISITE: 1. MANIFESTO 2. SITE
3 5
3. STRUCTURE
11
4. LANDSCAPE & FLOWS
21
5. FACADE
29
5. SCANARIO PLANNING
47
7. BUILDING AND COMFORT SYSTEMS
53
8. INTEGRATION DIAGRAMS
78
Architecture informs buildings. Without structure, there is no building and therefore no architecture. When temporal finishes, facades, and program are stripped away, all that is left is structure. The term structure is usually used to describe a group of parts that come together to bear a load. It is when we peel away all of these layers, we can produce a level of transparency by fully expressing the structure. By doing this, we are giving the elements of the structure the opportunity to perform functions past what we deem as standard, and making full use of each possible member in the design. Structural elements are then able to define a hierarchy of spaces and conditions. In the case of steel structures, the addition of cables in tension allows for a simplified structural system that does not require connection to the ground and therefore allows for street level activation. This gives way for public presence to really take place within the same vertical space as the building itself, without one impeding the other. This allows for a large footprint of a building without the intrusion of the private sector on the ground level. When given the choice between an additive and reductive strategy, a more refined solution will provide for increased flexibility for future adaptation. A rigid but simple framework of building structure and systems can easily be worked and reworked over time without requiring extensive modifications to effectively respond to ever-changing conditions and programmatic needs.
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OUR PROCESS
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SUPERSTRUCTURE & TENSEGRITY
CHOSING STEEL AS OUR MATERIAL OF CHOICE ALLOWED US TO EXPLORE A RANGE OF POSSIBILITIES IN BUILDING TYPES
we used steel as a means to produced a buidling inspired by tensegrity and the ability to suspend usable space page 18
page 14
2.2_1/32nD moDel
page 21
page 15
page 26
TENSEGRITY STRUCTURE self-tensioning structures composed of rigid structures and cables, with forces of traction and compression, which form an integrated _ whole
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1.1_structural moDels
1.1 structural moDels
1.1_structural moDels
1.1_structural moDels
SITE
SOLDIERS FIEL
page 35
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Page 10
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HARVARD T EE BUSINESS SCHOOL TR
N
KRESGE WAY
S GRADUATE D SCHOOL OF R VA BUSINESS AR H H RT O BETTER WAY
N
86 E
W
ENUE WESTERN AV
WESTERN AVE PROPOSED SITE
S
STARUP ACCELERATOR FOR HARVARD ALUMI
OM S TREE
T
70
GENZYME PHARMACEUTICAL MANUFACTURING PLANT
WIND
64
STREET
ELD ROAD SOLDIERS FI
ROTTERDAM
LAUNCH LAB
SUPPLY NEW ENGLAND PLUMBING SUPPLY STORE
ET
RD
E TR
S
FO
X
O
T
EE
E
AL
D PE
R ST
HO
66
HOUGHTON CHEMICAL CORPORATION CHEMICAL MANUFACTURING PLANT
PROPOSED WEST STATION
SITE ANALYSIS
MBTA BUS ROUTES
SITE
2.1_site exPorts
CONTEXT MAPS
1.3_context maP_1’-0” 1” == 1/8 1/8 mile MILE
SITE EXPORTS 1:2500
SITE EXPORTS
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DEMOLISHED EXISTING ASPHALT OCCUPIABLE TRUSS
69,608 FT3
EXISTING ASPHALT
1.5”
(72,635 FT2)
2”
SURFACE COURSE HOT MIX BASE COURSE
41’-2”
(72,635 FT2)(11.5” DEEP) = 69,608 FT3 TOTAL
8”
11.5”
BRACED FRAME
DENSE GRADED AGGREGATE
STEEL SHEAR PANEL
GRADE BEAM PILE CAP WATER TABLE (-8’)
6” 0
-10’
4’ 1’
41’-2”
41’-2”
EXISTING ASPHALT PROFILE
STORM WATER FLOODING SURFACE FILL (UDORTHENTS-URBAN LAND)/FROST LINE ORGANICS (PEAT)
10’ 2”
OUTWASH (FLOOD PLAIN ALLUVIUM)
40’-60’
MARINE CLAY (BOSTON BLUE CLAY)
EXCAVATED EARTH
PILES -20’
-30’
2,301 FT3
(8.99 FT3 /PILE)(256 PILES) = 2301 FT3
-40’
(50.8 FT3 /PILE CAP)(64 PILE CAPS) = 3252 FT3 -50’
0’-10’
+ (208
OUTWASH
-60’
FT3 /GRADE BEAM)(16 GRADE BEAMS)
= 3328 FT3
13’-2” 13’-2”
13’-2”
8,881 FT3 TOTAL -70’
-80’
5’-25’
GLACIAL TILL
BEDROCK (CAMBRIDGE ARGILITE)
SITE MATERIALS REUSE 8.99 FT /PILE 3
GROUND PROFILE
1.4_grounD Profile
2.1_site materials reuse
NOT TO SCALE
SITE MATERIAL REUSE
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PAGE 11
STRUCTURE
page 42
PAGE 12
Architecture informs buildings. Without structure, there is no building and therefore no architecture. The structural logic should be legible to the users and make full use of each member in the design. At the same time the elements of the structure can define a variety of spaces and conditions. This project strives to create a lasting structure that provides a forced irregularity through many iterations over the course of time. A rigid but simple superstructure and its corresponding systems can easily be worked and reworked over time without requiring extensive modifications to effectively respond to ever-changing conditions and programmatic needs.
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EXTRUDED VOLUME
VERTICAL SHIFT
LINEAR SHIFT
VOLUME SUSPENSION
PARTI DIAGRAM NOT TO SCALE
1.4_Parti Diagram
PARTI DIAGRAM
PILE CAP
PAGE 14
PHASE 1: STRUCTURE
EGRESS CORE
EXIT 4 DISCHARGE
5’ - 5”
CONSTRUCTION TYPE:
PAGE 15
1-B
PRIMARY STRUCTURE: STEEL
SERVICE CORE
LATERAL SYSTEM
MEANS OF EGRESS/ VERTICAL CIRCULATION
PILES TO BEDROCK
STANDPIPE
EGRESS CORE
LIMITING FACTOR: ACCESS DOOR = 320 OCCUPANTS
GROSS SQUARE FOOTAGE
PRATT TRUSS
(CONTAINS MECH.)
TOTAL GSF = GSF[SUSPENDED OBJECTS]
(25’ TALL MODULE)
ECCENTRICALLY BRACED FRAME
TYPICAL FLOOR
(COLUMN & BEAM CONSTRUCTION)
= 167,055 SF
LATERAL SYSTEM
3 DIMENSIONAL
# OF STORIES
25’ ORTHAGONAL GRID
IBC
504.4
TOTAL AREA IBC 506.2
BLACK BOX SPACE
(COLUMN & BEAM CONSTRUCTION)
STRUCTURE
ALLOWABLE
PROPOSED
160’ - 0”
151’ - 0”
12 STORIES
12 STORIES
UNLIMITED
167,055 SF
GRADE BEAM PILE CAP
IBC
504.4
ALLOWABLE
PROPOSED
160’ - 0”
151’ - 0”
12 STORIES
12 STORIES
UNLIMITED
167,055 SF
FIRE RATING OF COMPONENTS BUILDING ELEMENT PRIMARY STRUCTURAL FRAME BEARING WALLS EXTERIOR INTERIOR
|
FIRE RATING OF COMPONENTS BUILDING ELEMENT PRIMARY STRUCTURAL FRAME
BEARING WALLS EXTERIOR INTERIOR IBC TABLE 601
& PARITTIONS & ASSOCIATED SECONDARY MEMEBRS 2 ROOF 2 CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS NONBEARING WALLS FIRE RATING
2 HOURS FLOOR CONSTRUCTION
& PARITTIONS FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMEBRS ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS NONBEARING WALLS
PRIMARY STEEL STRUCTURE
HOURS HOURS
0 HOURS 2 HOURS 1 HOUR
EXIT 2 DISCHARGE
SNAKE LEVEL
PILES TO BEDROCK
(84’ BELOW GRADE)
STANDPIPE
DISCHARGE
BEARING CAPACITY
EXIT 3 DISCHARGE
(1 SF/PILE)
GROSS SQUARE FOOTAGE
| TOTAL
(84’ BELOW GRADE)
BEARING CAPACITY
(1 SF/PILE)
| TOTAL
GROSS SQUARE FOOTAGE TOTAL GSF = GSF[SUSPENDED OBJECTS]
FIRE RATING
2 HOURS 2 HOURS 2 HOURS 0 HOURS 2 HOURS 1 HOUR
+ GSF[GROUND FLOOR] + GSF[PORTALS]
= 54,190 SF + 46,665 SF + 66,200 SF = 167,055 SF GROSS SQUARE FOOTAGE | SUSPENDED V1 V2 V3 V4 V5 V6 SNAKE 1 11540 2 - 2679 3 - 2970 - 1185 4 - 3020 - 1165 5 - 1030 2040 1145 2170 6 1430 2986 195 1650 - 1930 7 1380 - 1295 1650 1110 8 - 1625 9 10 TOTAL 2810 8975 2520 8015 14605 5725 11540
TOTAL 11540 2675 14155 4185 6385 8190 5435 1625 0 0 54,190 SF
EXIT 3 DISCHARGE
EXIT 3 DISCHARGE
GROSS SQUARE FOOTAGE | SUSPENDED MECHANICAL TRUSS TOTAL GSF = EXIT SEPARATION DISTANCE GSF[SUSPENDED OBJECTS] + GSF[GROUND FLOOR] + GSF[PORTALS] EXIT SEPARATION - OVERALL DIAGONAL DIMENSION: 359’ -DISTANCE 6” V1 V2 V3 V4 V5 SNAKE TOTAL EGRESS V6 CALCULATIONS - OVERALL DIAGONAL DIMENSION: 359’ - 6” EXIT 3 - REQUIRED SEPERATION OF EXITS: = 54,190 SF + 46,665 SF + 66,200 SF CORRIDOR WIDTH: REQUIRED SEPERATION OF EXITS: DISCHARGE 359’ 6” / 3 = 119’ 10” (IBC 1007.1.1) 1 - 4’ - 0” / (.15) - = 320 11540 11540= 167,055 SF OCCUPANTS MAX EXIT 3 359’ - 156’ 6” / 3- =0”119’ - 10” (IBC 1007.1.1) - PROVIDED SEPARATION: EXIT ACCESS DOOR SIZING: DISCHARGE PROVIDED SEPARATION: 156’ - 0” 2 - 2679 - 4’ - 0” / (.15) - = 320 OCCUPANTS 2675 MAX EXIT SEPARATION DISTANCE EXIT STAIR WIDTH SIZING: GROSS SQUARE FOOTAGE | SUSPENDED - OVERALL DIAGONAL DIMENSION: 359’ - 6” 3 - 2970 - 1185 - = 325 OCCUPANTS - MAX 14155 5’ - 5”/ (.2) - REQUIRED SEPERATION OF EXITS: V1 V2 V3 V4 V5 V6 SNAKE TOTAL LIMITING FACTOR: ACCESS DOOR = 320 OCCUPANTS 4 - 3020 - 1165 359’ - 6” / 3 = 119’ - 10” (IBC 1007.1.1) 4185 1 11540 11540 - PROVIDED SEPARATION: 156’ - 0” EXIT SEPARATION D 2 - 2679 2675 5 - 1030 2040 1145 2170 6385 PRATT TRUSS GROUND LEVEL 3 - 2970 - 1185 14155 EXIT 1 EXIT SEPARATION DISTANCE- OVERALL DIAGONA (CONTAINS MECH-.) 6 1430 2986 195 1650 - 1930 8190 - REQUIRED SEPERAT EXIT 1 DISCHARGE 4 - 3020 - 1165 4185 - OVERALL DIAGONAL DIMENSION: 359’ 359’ - 6” /-36”= 119’ - 10” ( DISCHARGE 5 - 1030 2040 1145 2170 6385 7 1380 - 1295 1650 1110 SHEAR - PANEL - GROUND REQUIRED SEPERATION OF EXITS: 5435 - PROVIDED SEPARAT LEVEL GROUND SAFETY PLAN 359’ - 6”FLOOR / 3 = 119’| LIFE - 10” (IBC 1007.1.1) (25’ TALL MODULE) 6 1430 2986 195 1650 - 1930 8190 8 GROUND FLOOR - 1625 1625 1/32” = 1’ - 0” | LIFE SAFETY PL - PROVIDED SEPARATION: 156’ - 0” 7 1380 - 1295 1650 1110 5435 1/32” = 1’ SEPARATION EXIT EXIT 1 ECCENTRICALLY EXIT DISCHARGE 8 - EGRESS - 1625 CORE 1625 9 0 DISTANCE EXIT SEPARATION BRACED FRAME DISCHARGE EGRESS CORE EXIT DISCHARGE 9 0 DISTANCE 10 010 0 DIAGONAL DIAGONAL GROUND FLOOR | LIFE SAFET TYPICAL FLOOR SERVICE CORE EXIT ENTRY TOTAL 14605 5725 CORE 11540 54,190 SF EXIT ENTRY TOTAL 2810 8975 2520 8015 14605 5725 SF 2810 8975 2520 8015SERVICE DISTANCE 11540 54,190 1/32 DISTANCE EXIT 1
SNAKE LEVEL
PILES TO BEDROCK
| IBC TABLE 601
EXIT 4 DISCHARGE
PILE CAP
GROSS SQUARE FOOTAGE
GROSS SQUARE FOOTAGE
CODE COMPLIANCE OF STRUCTURE
AREA OF REFUGE
EXIT 4 DISCHARGE
GRADE BEAM
EXIT 2 DISCHARGE
+ GSF[GROUND FLOOR] + GSF[PORTALS EXIT ] 2
4’ - 0”
BLACK BOX SPACE
BUILDING HEIGHT IBC 504.3
SERVICE CORE
4’ - 0”
= 54,190 SF + 46,665 SF + 66,200 SF
GRAVITY SYSTEM
MEANS OF EGRESS/ VERTICAL CIRCULATION CODE COMPLIANCE OF
| TOTAL
GROSS SQUARE FOOTAGE
SHEAR PANEL
25’ - 0”
3 DIMENSIONAL
USE GROUPS: STORAGE, ASSEMBLY, EDUCATIONAL, 25’ ORTHAGONALMERCANTILE GRID , UTILITY
5’ - 5”
(1 SF/PILE)
4’ - 0” / (.15) = 320 OCCUPANTS MAX EXIT ACCESS DOOR SIZING: 4’ - 0” / (.15) = 320 OCCUPANTS MAX EXIT STAIR WIDTH SIZING: 5’ - 5”/ (.2) = 325 OCCUPANTS MAX
1-B
EXIT 2
BEARING DISCHARGE CAPACITY
CORRIDOR WIDTH:
PRIMARY STRUCTURE: STEEL
TOTAL AREA IBC 506.2
EXIT 2 DISCHARGE
EGRESS CALCULATIONS
CONSTRUCTION TYPE:
# OF STORIES
EXIT 4 DISCHARGE
(84’ BELOW GRADE)
MECHANICAL TRUSS
PHASE 1: STRUCTURE
BUILDING HEIGHT IBC 504.3
SNAKE LEVEL
AREA OF REFUGE
4’ - 0”
GRAVITY SYSTEM
4’ - 0”
25’ - 0”
USE GROUPS: STORAGE, ASSEMBLY, EDUCATIONAL, MERCANTILE, UTILITY
EXIT 4 DISCHARGE
GROUND LEVEL
EGRESS CORE
EXIT SEPARATION DISTANCE
SERVICE CORE
DIAGONAL DISTANCE
EXIT DISCHARGE
EXIT ENTRY
EXIT 1 DISCHARGE
DISCHARGE
LIFE SAFTEY
4’ - 0”
NTRICALLY PAGE 16 ED FRAME
E
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PAGE 17
TYPICAL FLOOR
MECHANICAL TRUSS EGRESS CALCULATIONS
LIMITING FACTOR: ACCESS DOOR = 320 OCCUPANTS
(84’ BELOW GRADE)
BLACK BOX SPACE
(84’ BELOW GRADE)
PRATT TRUSS
BEARING CAPACITY
(COLUMN & BEAM CONSTRUCTION)
| TOTAL
PILE CAP
+ GSF[GROUND FLOOR] + GSF[PORTALS]
CODE COMPLIANCE OF STRUCTURE = 54,190 SF + 46,665 SF + 66,200 SF ALLOWABLE
BUILDING HEIGHT IBC 504.3
= 167,055 SF 160’ - 0”
SHEAR PANEL
PROPOSED
151’ - 0”
EXIT SEPARATION DISTANCE
(25’ TALL MODULE)
- OVERALL DIAGONAL DIMENSION: 262’ - 3” - REQUIRED SEPERATION OF EXITS: 262’ - 3” / 3 = 87’ - 5” (IBC 1007.1.1) - PROVIDED SEPARATION: 90’ - 0”
ECCENTRICALLY 1 MEANS OF EGRESS BRACED FRAME - OCCUPANCY: ASSEMBLY
# OF STORIES
12 STORIES 12 FOOTAGE STORIES GROSS SQUARE | SUSPENDED TOTAL AREA V1 V2 167,055 V3 SF V4 V5 V6 SNAKE UNLIMITED IBC 506.2 1 11540 2 - 2679 3 - 2970 IBC FIRE RATING OF COMPONENTS | - TABLE- 601 1185 4 - 3020 - 1165 BUILDING ELEMENT 5 - 1030 2040 1145FIRE 2170RATINGPRIMARY STRUCTURAL FRAME 6 1430 2986 195 1650 - 21930 HOURS BEARING WALLS 7 1380 - 1295 1650 1110 EXTERIOR 2 HOURS 8 - 21625 INTERIOR HOURS 9 - 0 HOURS NONBEARING WALLS & PARITTIONS 10ASSOCIATED - MEMEBRS - 2 HOURS FLOOR CONSTRUCTION & SECONDARY ROOF CONSTRUCTION &TOTAL ASSOCIATED 2810 SECONDARY 8975 2520MEMBERS 8015 1460515725 HOUR 11540 IBC
PILES TO BEDROCK
(84’ BELOW GRADE)
BEARING CAPACITY
(1 SF/PILE)
LIFE SAFETY | TOTAL
(1 SF/PILE)
GROSS SQUARE FOOTAGE
GROSS SQUARE FOOTAGE TOTAL GSF = GSF[SUSPENDED OBJECTS]
BEARING CAPACITY
(CONTAINS MECH.)
(1 SF/PILE)
GROSS SQUARE FOOTAGE
GRADE BEAM
PILES TO BEDROCK
504.4
TOTAL 11540 2675 14155 4185 6385 8190 5435 1625 0 0 54,190 SF
1 MEANS OF EGRESS
SNAKE LEVEL GROUND LEVEL
SNAKE
| LIFE SAFETY PLAN
1/32” = 1’ - 0”
EGRESS CORE
EXIT SEPARATION DISTANCE
EXIT DISCHARGE
SERVICE CORE
DIAGONAL DISTANCE
EXIT ENTRY
- EXERCISE ROOM: 50 GROSS OCCUPANCY: ASSEMBLY - SHOP: 50- NET - EXERCISE 50 GROSS - MAXIMUM OCCUPANT LOAD:ROOM: 49 NET - OCCUPANT LOAD:- SHOP: 1134 SF50 / 50 = 23 - MAXIMUM OCCUPANT LOAD: 49 - MAXIMUM COMMON PATH OF TRAVEL: OCCUPANT LOAD: 1134 SF / 50 = 23 75’ - 0” (IBC 1006.2.1) MAXIMUM COMMON PATH OF TRAVEL: - PROVIDED PATH OF TRAVEL: 60’ - 10” 75’ - 0” (IBC 1006.2.1) - PROVIDED PATH OF TRAVEL: 60’ - 10”
AREA OF REFUGE
| TOTAL
5’ - 5”
AREA OF REFUGE
EGRESS CALCULATIONS
GROSS SQUARE FOOTAGE TOTAL GSF = GSF[SUSPENDED OBJECTS]
SNAKE LEVEL
4’ - 0”
SNAKE LEVEL
PILES TO BEDROCK
STANDPIPE
4’ - 0”
25’ ORTHAGONAL GRID
STANDPIPE
25’ - 0”
3 DIMENSIONAL
PILE CAP
25’ - 0”
PILE CAP
GRADE BEAM
5’ - 5”
EXIT ACCESS DOOR SIZING: 4’ - 0” / (.15) = 320 OCCUPANTS MAX EXIT STAIR WIDTH SIZING: 5’ - 5”/ (.2) = 325 OCCUPANTS MAX
GRADE BEAM
3’ - 6”
4’ - 0” / (.15) = 320 OCCUPANTS MAX
3’ - 6”
CORRIDOR WIDTH:
CORRIDOR WIDTH:
CALCULATIONS MAX 4’ - 0” / (.15)EGRESS = 320 OCCUPANTS CORRIDOR SIZING:WIDTH: EXIT ACCESS DOOR OCCUPANTS MAX - 0”OCCUPANTS / (.15) = 320 MAX 3’ - 6” / (.15) =4’280 ACCESS EXIT SIZING : DOOR SIZING: EXIT STAIR WIDTH 3’ -OCCUPANTS 6” / (.15) =MAX 280 OCCUPANTS MAX 5’- 5”/ (.2) = 325 EXIT STAIR WIDTH SIZING: 5’- 5”/ (.2) = 325 OCCUPANTS MAX
+ GSF[GROUND FLOOR] + GSF[PORTALS]
= 54,190 SF + 46,665 SF + 66,200 SF = 167,055 SF GROSS SQUARE FOOTAGE | SUSPENDED V1 V2 V3 V4 V5 V6 SNAKE 1 11540 2 - 2679 3 - 2970 - 1185 4 - 3020 - 1165 5 - 1030 2040 1145 2170 6 1430 2986 195 1650 - 1930 7 1380 - 1295 1650 1110 8 - 1625 9 10 TOTAL 2810 8975 2520 8015 14605 5725 11540
TOTAL 11540 2675 14155 4185 6385 8190 5435 1625 0 0 54,190 SF
TYPICAL FLOOR
EXIT SEPARATION DISTANCE - OVERALL DIAGONAL DIMENSION: 294’ - 6” EXIT SEPARATION DISTANCE - REQUIRED SEPERATION OF EXITS: DIAGONAL DIMENSION: 294’ - 6” 294’ - 6” / 3 = 98’- OVERALL - 2” (IBC 1007.1.1) - REQUIRED 153’ SEPERATION OF EXITS: - PROVIDED SEPARATION: - 6” 294’ - 6” / 3 = 98’ - 2” (IBC 1007.1.1) - PROVIDED SEPARATION: 153’ - 6” GROUND LEVEL
EGRESS CORE
EXIT SEPARATION DISTANCE
SERVICE CORE
DIAGONAL ENTRY DISTANCE TYPICAL FLOOREXIT | LIFE SAFETY PLAN
EXIT DISCHARGE
1/32” = 1’ - 0” TYPICAL FLOOR | LIFE SAFETY PLA 1/32” = 1’ - 0
LIFE SAFTEY
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PAGE 19
PROJECT INFORMATION PROJECT ADDRESS:
1 SOLDIERS FIELD ROAD, 02134 PARCEL ID: 2200301100 ZONING DISTRICT: ALLSTON/BRIGHTON NEIGHBORHOOD SUBDISTRICT: ALLSTON LANDING NORTH EDA CONSTRUCTION TYPE: 1B USE GROUPS: STORAGE, ASSEMBLY, EDUCATIONAL, MERCANTILE, UTILITY
2 HR RATED PRIMARY STRUCTURAL FRAME
CODE COMPLIANCE
GRADE BEAM BUILDING HEIGHT IBC 504.3
PILE CAP
# OF STORIES IBC
SNAKE LEVEL
PILES TO BEDROCK
504.4
TOTAL AREA IBC 506.2
ALLOWABLE
PROPOSED
160’ - 0”
151’ - 0”
12 STORIES
12 STORIES
UNLIMITED
167,055 SF
2 HR RATED ELEVATOR SHAFT
2 HR RATED FLOOR
(84’ BELOW GRADE)
GROSS SQUARE FOOTAGE [SUSPENDED]
BEARING CAPACITY
STANDPIPE
(1 SF/PILE)
GROSS SQUARE FOOTAGE
| TOTAL
GROSS SQUARE FOOTAGE TOTAL GSF = GSF[SUSPENDED OBJECTS]
OCCUPANT LOAD OCCUPANT LOAD - OCCUPANCY: MECHANICAL: 300 GROSS - OCCUPANCY: MECHANICAL: 300 GROSS - MAXIMUM OCCUPANT LOAD: 29 - MAXIMUM OCCUPANT LOAD: 29 - OCCUPANT LOAD:- 1840 SF / 300 =LOAD: 7 OCCUPANT 1840 SF / 300 = 7
+ GSF[GROUND FLOOR] + GSF[PORTALS]
= 54,190 SF + 46,665 SF + 66,200 SF
EXIT SEPARATION DISTANCE EXIT SEPARATION DISTANCE
= 167,055 SF GROSS SQUARE FOOTAGE | SUSPENDED V1 V2 V3 V4 V5 V6 SNAKE 1 11540 2 - 2679 3 - 2970 - 1185 4 - 3020 - 1165 5 - 1030 2040 1145 2170 6 1430 2986 195 1650 - 1930 7 1380 - 1295 1650 1110 8 - 1625 9 10 TOTAL 2810 8975 2520 8015 14605 5725 11540
- OVERALL DIAGONAL DIMENSION: 195’ - 10” - OVERALL DIAGONAL DIMENSION: 195’ - 10” - REQUIRED SEPERATION OF EXITS: - REQUIRED SEPERATION OF EXITS: 195’ - 10” / 3 = 65’ - 4“ (IBC 195’ -1007.1.1) 10” / 3 = 65’ - 4“ (IBC 1007.1.1) - PROVIDED SEPARATION: 151’ - 0” - PROVIDED SEPARATION: 151’ - 0”
TOTAL 11540 2675 14155 4185 6385 8190 5435 1625 0 0 54,190 SF
TOTAL
H:
= 320 OCCUPANTS MAX
OR SIZING: = 320 OCCUPANTS MAX H SIZING: LIFE SAFETY 325 OCCUPANTS MAX
V2 2970 3020 2986 8975
V3 1030 195 1295 2520
V4 2679 2040 1650 1650 8015
V5 1185 1165 1145 1110 14605
V6 2170 1930 1625 5725
SNAKE 11540 11540
TOTAL 11540 2675 14155 4185 6385 8190 5435 1625 0 0 54,190 SF
2 HR RATED INTERIOR BEARING WALL
GROSS SQUARE FOOTAGE [TOTAL]
MECHANICAL TRUSS
ULATIONS
1 2 3 4 5 6 7 8 9 10
V1 1430 1380 2810
GROSS SQUARE FOOTAGE
GROUND LEVEL
EGRESS CORE SERVICE CORE
TYPICAL MECHANICAL LEVEL | LIFE SAFETY PLAN TYPICAL MECHANICAL LEVEL | LIFE SAFETY PLAN EXIT SEPARATION EXIT DISCHARGE 1/32” = 1’ - 0” 1/32” = 1’ - 0” DISTANCE DIAGONAL DISTANCE
EXIT ENTRY
TOTAL GSF = GSF [SUSPENDED OBJECTS]
+ GSF [GROUND FLOOR] + GSF [PORTALS]
= 54,190 SF + 46,665 SF + 66,200 SF = 167,055 SF CODE REVIEW
CODE REVIEW
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PAGE 21
LANDSCAPE & FLOWS
PAGE 22
PAGE 23 Page 12
A landscape strategy should not belong to a building, nor should a building belong to a landscape strategy. Rather, the two should belong equally to each other and primarily to the site on which they exist. In this project, our aim is to respect the naturally occurring conditions on site through our intervention while also blurring the edge between the structure and the landscape components of that intervention.
2.1_matter Diagram
CHARCOAL EXPLORATION
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PAGE 24
PAGE 25
DISTANCE TRAVELED: 1 TON* CO2 EMISSIONS PLANE BOSTON
︱ HARTFORD 93 MILES
VEHICLE BOSTON
SHIP
Page 15
OREGON
CHICAGO
︱ CHICAGO 907 MILES
︱ CUBA 1,814 MILES
BOSTON
TRAIN
*
︱ OREGON 2,556 MILES
BOSTON
ALLSTON SITE
*
*
EMISSIONS PER CAPITA IN PAKISTAN = 0.9 TONS
HARTFORD, CT
*
15’
*
STEEL
WOOD
CONCRETE
67’
CUBA
4’ 10’
10’ VOLUME OF
10’
10 TONS OF MATERIAL
COMPARATIVE 2.1_comParative co2 emissionsCO2
EMISSIONS
10’
10’
10’
COMPARATIVE CO EMISSIONS 2
2.1_uPDateD flows Diagram
BUILDING FLOWS
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LANDSCAPE CRITERIA - MANAGE WATER - CREATE AN OVERSCALED LANDSCAPE - UTILIZE SUN-EXPOSURE - PROTECT FROM THE NOISE & ACTIVITY OF SOLDIER’S FIELD RD - RE-USE EXISTING SITE MATERIALS & RESOURCES - HIGHLY PERMEABLE SITE - CREATE DIFFERENTIATED ZONES FOR ACTIVITY - LINK TO EXISTING & PLANNED ERC GREENWAY
LANDSCAPE STRATEGIES - BIOSWALES FOR WATER COLLECTION AND FILTRATION - DEEP WATER SOURCE COOLING - RAINWATER HARVESTING AND FILTRATION FOR USE AS GREY WATER
- LOW-TEMP HOT WATER HEATING SYSTEM UTILIZES WASTE HEAT FROM DEEP WATER SOURCE COOLING PUMP
- RE-USE EXISTING SITE MATERIALS & RESOURCES - HIGHLY PERMEABLE SITE
2.1_lanDscaPe anD skin criteria
SKIN CRITERIA
- UTILIZE SUN & WIND EXPOSURE - CREATE A THICKNESS OF FACADE W
TRANSITIONS FROM INSIDE TO OUT
- VENTILATE - PRIORITIZE DAYLIGHTING - PROVIDE APERTURES WITH VIEWS T - SHIELD FROM ACTIVITY OF SOLIDE
SKIN STRATEGIES
- ETFE SKIN ALLOWS FOR DIFFUSE L - SOLAR PANELS WITHIN SKIN THICK - MECHANICALLY CONTROLLED INFL CONTROL DAYLIGHTING
- HYDRO HEAT SINK ABSORBS SOLAR PASSIVELY HEAT INTERIOR
- SOLAR PANELS ON ROOF - RAINWATER COLLECTION FOR GREY
LANDSCAPE CRITERIA
Page 39
PAGE 28
PLANT IDENTIFICATION
PAGE 29
SWITCHGRASS - attracts birds/butterflies;sun/partial shade/moist soil RIVER BIRCH - attracts birds; partial shade/moist soil MAGNOLIA VIRGINIANA - attracts birds/butterflies; partial shade/moist soil ITEA VIRGINICA - partial shade/moist soil HELIANTHUS ANGUSTIFOLIUS - partial sun/wet soil BEE BALM - attracts hummingbirds/bees/butterflies/birds CULVER ROOT - sun/partial shade/moist soil; woodland edge
GIANT HORSETAIL - damp/shady GROUNDSEL BUSH - attracts pollinators/birds SWAMP MILKWEED - attracts bees/hummingbirds/butterflies; sun/partial shade
WHITESPIRE GREY BIRCH - 30’/provides shade ALLEGHENY SERVICEBUSH - 15-25’/attracts birds AUTUMN MOORGRASS - 18-24” COMMON LADY FERN - 1-3’/moist soil BUFFALO GRASS - stabilization
2.3_Plantings
PLANTING IDENTIFICATION
FACADE
Page 18
PAGE 30
PAGE 31
LANDSCAPE CRITERIA - MANAGE WATER - CREATE AN OVERSCALED LANDSCAPE - UTILIZE SUN-EXPOSURE - PROTECT FROM THE NOISE & ACTIVITY OF SOLDIER’S FIELD RD - RE-USE EXISTING SITE MATERIALS & RESOURCES - HIGHLY PERMEABLE SITE - CREATE DIFFERENTIATED ZONES FOR ACTIVITY - LINK TO EXISTING & PLANNED ERC GREENWAY
A successful, but simple envelope strategy should prioritize elements of the human experience: daylight, natural ventilation, views, and circulation. The landscape should be a continuation of the experience had within the building while also serving a utilitarian function.
LANDSCAPE STRATEGIES - BIOSWALES FOR WATER COLLECTION AND FILTRATION - DEEP WATER SOURCE COOLING - RAINWATER HARVESTING AND FILTRATION FOR USE AS GREY WATER
- LOW-TEMP HOT WATER HEATING SYSTEM UTILIZES WASTE HEAT FROM DEEP WATER SOURCE COOLING PUMP
- RE-USE EXISTING SITE MATERIALS & RESOURCES - HIGHLY PERMEABLE SITE
2.1_lanDscaPe anD skin criteria
SKIN CRITERIA - UTILIZE SUN & WIND EXPOSURE - CREATE A THICKNESS OF FACADE WITH GRADUATED TRANSITIONS FROM INSIDE TO OUTSIDE
- VENTILATE - PRIORITIZE DAYLIGHTING - PROVIDE APERTURES WITH VIEWS TO CITY & LANDSCAPE - SHIELD FROM ACTIVITY OF SOLIDER’S FIELD ROAD
SKIN STRATEGIES - ETFE SKIN ALLOWS FOR DIFFUSE LIGHT - SOLAR PANELS WITHIN SKIN THICKNESS - MECHANICALLY CONTROLLED INFLATABLE CELLS TO CONTROL DAYLIGHTING
- HYDRO HEAT SINK ABSORBS SOLAR GAINS TO PASSIVELY HEAT INTERIOR
- SOLAR PANELS ON ROOF - RAINWATER COLLECTION FOR GREY WATER RECYCLING`
SKIN CRITERIA
PAGE 32
PAGE 33
OVERSIZED LANDSCAPE PAIRED WITH A FACADE MADE UP OF GREEN WALLS, METAL CLADDING AND ETFE
GYPSUM BOARD LIGHT STEEL FRAMING STEEL SHEAR WALL W/ INTUMESCENT PAINT AND SHEATHING MINERAL WOOL
TRIPLE LAYER ETFE WITH INTEGRATED FLEXIBLE PV PANELPV PANEL
STEEL INTERIOR FACE MINERAL WOOL STEEL PANEL CORE STEEL EXTERIOR FACE
CORTEN STEEL METAL CLADDING
CURTAIN WALL
EXTERIOR GATHERING SPACE
METAL PANEL CLAD SHEAR WALL
BIOSWALE
GYPSUM
BOARD INSULATION
LIGHT STEEL FRAMING
MDF SUBSTRATE ALUMINUM FACE
MINERAL WOOL SLOPING GREEN ROOF
LIVING WALL OVER BRACED FRAME ETFE PANELS FULLY INFLATED FOR LIGHT PERMEATION ETFE PANELS DEFLATED FOR LIGHT REFRACTION
BRACED FRAME W/ INTUMESCENT PAINT
MINERAL WOOL STEEL PANEL CORE
ALUMINUM MULLION
BRACED FRAME W/ INTUMESCENT PAINT
DOUBLE PANE GLASS
STEEL INTERIOR FACE MINERAL WOOL STEEL PANEL CORE
STEEL EXTERIOR FACE
HAT CHANNEL
LOUVERS
FOOTPATH
ALUMINUM FACE
WATER CHANNEL /GUTTER
METAL PANEL CLAD SHEAR WALL
1:20 ACCESSIBLE
LIGHT STEEL FRAMING
R-VALUE = 48 12,942 SF 13.7% TOTAL ENCLOSURE
HAT CHANNEL
JAMB FLASH STEEL FACADE STRUCTURE TRIPLE LAYER FRITTED ETFE PANELS OVERSIZED LANDSCAPE WITH GREEN ROOF STORAGE/BLACK BOX THEATER
LIGHT STEEL FRAMING
METAL PANEL CLAD BRACED FRAME R-VALUE = 48.6 10,342 SF 5.6% TOTAL ENCLOSURE
MOUNTING HARDWARE
CORTEN STEEL METAL CLADDING
MOUNTING HARDWARE
SILL FLASH WEATHER BARRIER
GREEN WALL PANEL
TYPICAL WALL ASSEMBLY (METAL PANEL CLADDING)
CURTAIN WALL R-VALUE_GLASS & SPANDREL AVG = 4.55 24,818 SF 13.3% TOTAL ENCLOSURE
BRACED FRAME LIVING WALL R-VALUE = 24 27,331 SF 14.7% TOTAL ENCLOSURE
OUTDOOR SANCTUARY
PEEL AWAY AXON
WALL ASSEMBLY DETAILS
PAGE 34
PAGE 35
GYPSUM BOARD LIGHT STEEL FRAMING STEEL SHEAR WALL W/ INTUMESCENT PAINT AND SHEATHING
LIGHT STEEL FRAMING
LIGHT STEEL FRAMING
ALUMINUM FACE
GYPSUM
BOARD INSULATION PARAPET
MDF SUBSTRATE
EDGEFACE PAVEMENT FOR MAINTENANCE ALUMINUM
MINERAL WOOL
MINERAL WOOL
ALUMINUM MULLION
BRACED FRAME W/ INTUMESCENT PAINT
BRACED FRAME W/ INTUMESCENT PAINT
WITH DRAIN PIPE
SEMI-INTENSIVE SOIL
STEEL INTERIOR FACE
STEEL INTERIOR FACE MINERAL WOOL STEEL PANEL CORE
FILTER SHEET
MINERAL WOOL STEEL PANEL CORE
MINERAL WOOL STEEL PANEL CORE
DOUBLE PANE GLASS
DRAINAGE MAT
MOISTURE PROTECTION LAYER ROOT BARRIER MEMBRANE WATERPROOFING MEMBRANE
STEEL EXTERIOR FACE
STEEL EXTERIOR FACE
SLOPING POLYSTYRENE INSULATION
HAT CHANNEL
JAMB FLASH
HAT CHANNEL
VAPOR BARRIER STEEL DECK
LIGHT STEEL FRAMING MOUNTING HARDWARE
CORTEN STEEL METAL CLADDING
CORTEN STEEL METAL CLADDING
MOUNTING HARDWARE
SILL FLASH WEATHER BARRIER
GREEN WALL PANEL
TYPICAL WALL ASSEMBLY (METAL PANEL CLADDING)
METAL PANEL CLAD SHEAR WALL R-VALUE = 48 12,942 SF 13.7% TOTAL ENCLOSURE WALL ASSEMBLY DETAILS
METAL PANEL CLAD BRACED FRAME R-VALUE = 48.6 10,342 SF 5.6% TOTAL ENCLOSURE
CURTAIN WALL
SEMI-INTENSIVE GREEN ROOF R-VALUE = 42 BRACED FRAME 19,436 SF 10.4% TOTAL ENCLOSURE
R-VALUE_GLASS & SPANDREL AVG = 4.55 24,818 SF 13.3% TOTAL ENCLOSURE
LIVING WALL
R-VALUE = 24 27,331 SF 14.7% TOTAL ENCLOSURE ROOF ASSEMBLY DETAIL
Page 37
PAGE 36
OPAQUE ETFE PANEL
PAGE 37
ALUMINUM CLIP
AVERAGE R-VALUE ETFE OR PV PANEL
STEEL SUPPORT
AIR SUPPLY TUBE STEEL STRUCTURE
FLEXIBLE AIR HOSE
ETFE PANEL R-VALUE = 3 78,743 SF 42.3% TOTAL ENCLOSURE
ETFE ASSEMBLY DETAIL
CONDENSATION GUTTER
SUM(R-VALUE X
% TOTAL AREA OF ENCLOSURE)
ETFE PANEL 3 X .423 = 1.27 SEMI-INTENSIVE GREEN ROOF 42 X .104 = 4.39 METAL PANEL CLAD BRACED FRAME 48.6 X .056 = 2.70 METAL PANEL CLAD SHEAR WALL 48 X .137 = 6.57 NORTH & SOUTH CURTAIN WALL 4.55 X .133 = 0.61 BRACED FRAME LIVING WALL 24 X .147 = 3.52 AVERAGE R-VALUE OF ENCLOSURE = 19.06
2.3_1/8th moDel
Page 26
PAGE 38
PAGE 39
Page 27
PUNCHED OPENING
ETFE PANEL
LIVING WALL
ETFE FACADE PATTERNING 1/64” = 1’-0”
GREEN ROOF
ETFE ROOF PATTERNING
OPAQUE ETFE PANEL
1/64” = 1’-0”
ETFE 2.2_etfeFACADE facaDe Panels PATTERNING GREEN ROOF
OPAQUE ETFE PANEL
ETFE ROOF PATTERNING
ETFE ROOF PATTERNING 2.2_etfe roof Patterning
PAGE 40
SOUTH FACADE ELEVATION
PAGE 41
WEST FACADE ELEVATION
PAGE 42
EAST FACADE ELEVATION
PAGE 43
NORTH FACADE ELEVATION
Page 34
Page 35
PAGE 44
2.3_1/32nD moDel
1.1_structural moDels
2.3_1/32nD moDel
PAGE 45
Page 36
PAGE 46
2.3_1/8th moDel
PAGE 47
SCENARIO PLANNING
PAGE 48
PAGE 49
page 4
page 5
PREDICTABLE SELF-DRIVING VEHICLES
TECH TO MINIMIZE ENRGY CONSUMPTION
DRONE DELIVERY SEA LEVEL RISE CHANGING MEDICAL PRACTICES
INCREASED MIXED-USE PROGRAMMING
INCREASED REMOTE WORK INCREASE IN NATURAL DISASTERS PROLONGED SEASONAL EXTREMES
NEW ENERGY PRODUCTION METHODS
SHARED/FLEXIBLE WORKSPACES
SOCIETY
TECHNOLOGY
ENVIRONMENTAL
ECONOMIC
POLITICAL
CHANGES TO POPULATION SIZE
TECH TO MINIMIZE ENRGY CONSUMPTION
COMMERCE
EMERGENCY EVENTS
CHANGE IN URBAN DENSITY
NEW ENERGY PRODUCTION METHODS
EXTREME TEMPERATURE CHANGES PROLONGED SEASONAL EXTREMES
HOUSEHOLD DEMOGRAPHIC SHIFT URBAN DEMOGRAPHIC SHIFT
CHANGE IN URBAN DENSITY UNIMPORTANT
IMPORTANT CHANGES TO POPULATION SIZE
CHANGED COMMERCE MODEL
HEALTHCARE EMERGENCY HEALTHCARE
EMERGENCY EVENTS
CHANGES TO NATIVE SPECIES CROWD CONTROL
(RIOTS/PROTESTS)
SHARED TRANSPORTATION
PROLONGED EPIDEMIC LOCKDOWN
URBAN DEMOGRAPHIC SHIFT
CHANGING MEDICAL PRACTICES
SHARED TRANSPORTATION SELF-DRIVING VEHICLES
CROWD CONTROL
(RIOTS/PROTESTS)
CHANGED RETAIL SPACES
LOCKDOWN
OZONE DEPLETION
SERVICES/KNOWLEDGE ECONOMY
PROLONGED EPIDEMIC
SEA LEVEL RISE
INCREASED MIXED-USE PROGRAMMING
ANNUAL EPIDEMIC
CHANGES TO NATIVE SPECIES
REQUIRED ISOLATION
BUSINESS
INDIVIDUAL AIR TRAVEL DRONE DELIVERY
INCREASED REMOTE WORK SHARED/FLEXIBLE WORKSPACES
SERVICES/KNOWLEDGE ECONOMY
REQUIRED ISOLATION
HOUSEHOLD DEMOGRAPHIC SHIFT INDIVIDUAL AIR TRAVEL
CHANGED RETAIL SPACES
ANNUAL EPIDEMIC UNPREDICTABLE
3.1_forces matrix SCENARIOS MATRIX
EXTREME TEMPERATURE CHANGES
TRANSPORTATION
INCREASE IN NATURAL DISASTERS
CHANGED COMMERCE MODEL
OZONE DEPLETION EMERGENCY HEALTHCARE
FORCES MATRIX
STEEP ORGANIZATION
3.1_STEEP diagram
PAGE 50
PAGE 51 page 16 FACTORS THAT ARE LIKELY & PREDICTABLE APPLY TO ALL POTENTIAL SCENARIOS
- DEVELOPMENT & INCREASING
INTEGRATION OF TECHNOLOGY
PORTALS
- CLIMATE CHANGE - FREQUENT WEATHER EVENTS - SEA LEVEL RISE - CHANGES TO SEASONAL TEMPS
PERMANENT
ETFE
40 YEARS
20 YEARS
Y-AXIS VARIABLE
TRENDS IN AVERAGE AGE, INCOME LEVEL & OTHER VARIABLES WILL CHANGE IN RESPONSE TO OTHER CONDITIONS
35 YEARS MAX.
X AXIS VARIABLE
ENCLOSURE
THE CURRENT CITY MIDDLE-AGE POPULATION | MIXED ECONOMY
TRENDS IN LIFESTYLE & FAMILY SIZE CONTINUE. CURRENT URBAN RESIDENTS ARE NOT COMPELLED TO SETTLE IN LESS DENSE ENVIRONMENTS TO BEGIN FAMILIES AND INSTEAD REMAIN IN THE CITY FOR THE DURATION OF THEIR LIVES. AS A RESULT, THE AVERAGE AGE, INCOME LEVEL, AND, IN TURN, INTERESTS & NEEDS OF THE POPULATION SHIFTS. INCREASED TECHNOLOGICAL CAPABILITIES PROVIDE SERVICES THAT PERMIT PEOPLE WITH ALL LEVELS OF MOBILITY TO FUNCTION WITH LITTLE ENGAGEMENT WITH OTHER HUMANS. VIRUTAL SOCIAL SPACES FULLLY ACCESSIBILE CITY DRONE MAINTAINENCE WAREHOUSES MEDICAL CENTER
ENCLOSURE
MECH. SYSTEMS
THE MATURE CITY
AGEING POPULATION
CURRENT_MA
40
THE HOSTILE CITY YOUNG ADULT POPULATION | DIGITAL COMMERCE
SMALL WAREHOUSES DRONE MAINTAINENCE ACTIVE COMMUNITY SPACES INDOOR “OUTDOORS”
| DIGITAL COMMERCE
PEOPLE THAT MOVED TO BOSTON AS YOUNG ADULTS ARE LESS COMPELLED TO RELOCATE & START FAMILIES. INSTEAD, THEY REMAIN IN THE CITY THEIR ENTIRE LIVES, INCREASING THE AVERAGE AGE & INCOME LEVEL & SHIFTING URBAN TRENDS & INTERESTS. INCREASINGLY IMPORTANT ENVIRONMENTAL & SOCIAL CONCERNS DRIVE A CONSCIOUS SHIFT TO A MAKER ECONOMY IN WHICH THE DISTANCE & RELATIONSHIP BETWEEN PRODUCTION & CONSUMPTION IS MUCH SMALLER.
×
MARKETS
| SMALL RETAIL URBAN FARMS GALLERIES MAKERSPACE
×
CURRENT_BOS
2020
×
DUE TO DRASTICALLY CHANGED CLIMATE CONDITIONS, BOSTON IS TOO VOLATILE FOR AT RISK, OLDER POPULATIONS. AS A RESULT, STUDENTS AND YOUNG PROFESSIONALS MAKE UP THE VAST MAJORITY OF THE DEMOGRAPHIC. AS A RESULT, THE CITY TAKES ON A YOUTHFUL CHARACTER. THE REMAINING POPULATION IS FORCED TO UTILIZE AVAILABLE TECHNOLOGY TO ADAPT TO THE HOSTILE NEW URBAN ENVIRONMENT. THE MARKETPLACE BECOMES AN ENTIRELY DIGITAL ENVIRONMENT WHERE THE HUMAN ELEMENT HAS BEEN REMOVED.
MECH. SYSTEMS
ENCLOSURE VOLUMES MECH. SYSTEMS MECH. SYSTEMS
×
| DIGITAL COMMERCE
32
ENCLOSURE MECH. SYSTEMS
MECH. SYSTEMS MECH. SYSTEMS
MECH. SYSTEMS
ENCLOSURE ENCLOSURE
MECH. SYSTEMS MECH. SYSTEMS
MECH. SYSTEMS MECH. SYSTEMS
ENCLOSURE ENCLOSURE
ENCLOSURE MECH. SYSTEMS
MECH. SYSTEMS MECH. SYSTEMS
VOLUMES ENCLOSURE
URBAN FARM MARKETPLACE
MECH. SYSTEMS
THE CONTAINED CITY
MECH. SYSTEMS
“OUTDOOR” ACTIVE SPACES
ENCLOSURE
THE HOSTILE CITY
MECH. SYSTEMS
GALLERY MAKERSPACE
ENCLOSURE
MECH. SYSTEMS
WAREHOUSE MEDICAL CENTER
MECH. SYSTEMS
THE AGING CITY
THE MATURE CITY
AGING POPULATION
THE BUSINESS THAT URBAN RESIDENTS CHOOSE TO SUPPORT WITH THEIR PURCHASES DETERMINES THE REACH OF THEIR DOLLAR
ENCLOSURE
PROGRAMMATIC
ENCLOSURE MECH. SYSTEMS
VOLUMES
ECONOMIC SPRAWL
MECH. SYSTEMS
PROGRAMMATIC
MECH. SYSTEMS
SNAKE
MECH. SYSTEMS
NORTH/SOUTH FACADE
URBAN DEMOGRAPHICS
MECH. SYSTEMS
MECHANICAL SYSTEMS
- CHANGING SOCIAL DYNAMICS
25 YEARS
MECH. SYSTEMS
LIVING ENVELOPE
THE AGING CITY
CURRENT_BOS
UNIVERSAL FACTORS
AVERAGE AGE (YEARS)
2170
2145
2120
2095
2070
2045
2020
page 17
0
17
% OF REVENUE REMAINING IN STATE
THE CONTAINED CITY | DIGITAL COMMERCE
YOUTHFUL POPULATION
URBAN ENVIRONMENTS CONTINUE TO ATTRACT RESIDENTS, INCREASING THE POPULATION & DENSITY OF CITIES. YOUNG PEOPLE GATHER & REMAIN THERE AFTER STARTING FAMILIES. AS A RESULT, THE FAMILY CENTRIC CITY TAKES ON A YOUTHFUL, FAST-PACED NATURE. ENVIRONMENTAL PRESSURES FELT BY THIS ENGAGED CITY RESULT IN A CONSCIOUS SHIFT TO A MAKER ECONOMY IN WHICH THE DISTANCE & RELATIONSHIP BETWEEN PRODUCTION & CONSUMPTION IS MUCH SMALLER.
100
SMALL RETAIL | CHILD CARE OUTDOOR SPACES | SCHOOLS URBAN FARMS MARKETPLACE
COMPONENT LIFESPAN
COMPONENT TIMELINE
DATAUSA.IO/PROFILE/GEO/MASSACHUSETTS#DEMOGRAPHICS
| ILSR.ORG/WP-CONTENT/UPLOADS/FILES/MIDCOASTSTUDY.PDF
SCENARIO PLANNING
SCENARIO PLANNING
page 20
PAGE 52
PAGE 53
THE HOSTILE CITY YOUNG ADULT POPULATION | DIGITAL COMMERCE
THE MATURE CITY | MAKER DRIVEN ECONOMY
AGEING POPULATION
PEOPLE THAT MOVED TO BOSTON AS YOUNG ADULTS ARE LESS COMPELLED TO RELOCATE & START FAMILIES. INSTEAD, THEY REMAIN IN THE CITY THEIR ENTIRE LIVES, INCREASING THE AVERAGE AGE & INCOME LEVEL & SHIFTING URBAN TRENDS & INTERESTS. INCREASINGLY IMPORTANT ENVIRONMENTAL & SOCIAL CONCERNS DRIVE A CONSCIOUS SHIFT TO A MAKER ECONOMY IN WHICH THE DISTANCE & RELATIONSHIP BETWEEN PRODUCTION & CONSUMPTION IS MUCH SMALLER.
DUE TO DRASTICALLY CHANGED CLIMATE CONDITIONS, BOSTON IS TOO VOLATILE FOR AT RISK, OLDER POPULATIONS. AS A RESULT, STUDENTS AND YOUNG PROFESSIONALS MAKE UP THE VAST MAJORITY OF THE DEMOGRAPHIC. AS A RESULT, THE CITY TAKES ON A YOUTHFUL CHARACTER. THE REMAINING POPULATION IS FORCED TO UTILIZE AVAILABLE TECHNOLOGY TO ADAPT TO THE HOSTILE NEW URBAN ENVIRONMENT. THE MARKETPLACE BECOMES AN ENTIRELY DIGITAL ENVIRONMENT WHERE THE HUMAN ELEMENT HAS BEEN REMOVED.
VOLUMES DANCE STUDIOS YOGA DAY CARE INDOOR SOCCER SQUASH COURTS
SCENARIO PLANNING
SNAKE
INTERSTITIAL
ACTIVE COMMUNITY SPACES
INDOOR “OUTDOORS”
VEGETATION
VOLUMES
SNAKE
INTERSTITIAL
ART STUDIOS GALLERIES
MARKETPLACE
GARDEN
VR EXPERIEMENT SPACES
BUILDING COMFORT AND SYSTEMS SCENARIO PROGRAM PLANNING
PAGE 54
PAGE 55
Designing mechanical systems is not an essential part of the process of designing a structure. However, the careful integration of those two components is what makes for a truly successful architectural project. Well designed mechanical systems should allow for complete control of individual zones within the building; this allows for both minimal waste in energy consumption and also the most comfortable environment for the occupants. To accomplish this, mechanical considerations should be taken from the early stages of the project, with components that are designed in tandem with the structural, envelope, and landscape strategy.
GREEN ROOF
OVERSIZED LANDSCAPE
SANCTUARY
SERVICE ENTRY
OVERSIZED LANDSCAPE
BIO-SWALE
SITE PLAN
PAGE 56
PAGE 57
GREEN ROOF
GREEN ROOF
OVERSIZED LANDSCAPE
OVERSIZED LANDSCAPE
SANCTUARY
SANCTUARY SERVICE ENTRY
SERVICE ENTRY
OVERSIZED LANDSCAPE
BIO-SWALE
BIO-SWALE OVERSIZED LANDSCAPE
HOSTILE CITY: GROUND FLOOR PLAN
HOSTILE CITY: SNAKE FLOOR PLAN
PAGE 58
HOSTILE CITY: VOLUME & MECHANICAL FLOOR PLANS
PAGE 59
HOSTILE CITY: ROOF PLAN
PAGE 60
PAGE 61
BLACKBOX THEATER
BACK OF HOUSE
GARDEN
MARKETPLACE
MATURE CITY: GROUND FLOOR PLAN
CAFE/LOUNGE
MATURE CITY: SNAKE FLOOR PLAN
PHASE 3: MECHANICAL SYSTEMS
PAGE 62
PAGE 63
SEMI CONDITIONED INTERSTITIAL SPACE INDIVIDUALLY CONTROLLED VOLUMES VARIABLE AIR VOLUME SYSTEM RADIANT HEATING
GALLERIES
PRACTICE HALL
AHU INTAKE THROUGH LIVING WALL EXTENSIVE GREEN ROOF WITH RAINWATER MANAGEMENT AIR HANDLING UNIT
INVERTED MECHANICAL PENTHOUSE AHU EXHAUST MECHANICAL ACCESS CATWALK
NATURAL CONVECTION OF SEMI-CONDITIONED SPACE
CONNECTING CORRIDOR FAN
DISCRETE VOLUMES SERVED BY INDIVIDUAL SYSTEMS
BOILER (NOT SHOWN) VERTICAL CONNECTION SMOKE EXHAUST
G PAINTIN VERTICAL DISTRIBUTION
GALLERY
RADIANT HEATING
G PAINTIN
GALLERY
M SUN ROO
REGISTERS DISTRIBUTING COOL AIR
ARTIST STUDIO
GALLERIES
GYM NATURAL CONVECTION
DANCE
STUDIO
CAFE
AIR INTAKE LIVING PLANTS FOR AIR PURIFICATION
E
UN
MM
CO
PRIVATE STUDIO
AC SP ITY
FASHION STUDIO
E
G
OUS REENH
MARK
ETPL
EN
GARD
ACE
Y MY RE CITER DRIVEN ECONO U T A THE MOPULATION | MAK GP
CITY E L I OST ERCE
AGEIN
THE H DIGITAL COMM TION | PULA
G YOUN
MATURE CITY: VOLUME FLOOR PLAN
T PO ADUL
SECTION PERSPECTIVE
PAGE 64
PAGE 65
EXTENSIVE GREEN ROOF
INVERTED MECHANICAL PENTHOUSE
1/4” OVER 1’ SLOPE TO
- 25’ DEPTH OF TRUSS ALLOWS ALL
DRAIN TO LIVING WALL
EQIPMENT TO BE BELOW THE ROOF
- TRUSS OPEN TO AIR IN CENTER TO ALLOW FOR ADEQUATE VENTILATION
MECHANICAL CATWALK
- +9’ ELEVATION TO ALLOW ACCESS TO HUNG EQUIPMENT - STAIR ACCESS TO LOWER LEVEL MECHANICAL SPACE
BOILER (NOT SHOWN)
- SUSPENDED FROM TRUSS AT WORKING HEIGHT FOR SOUND ISOLATION
- INTAKE/EXHAUST THROUGH LIVING WALLS & ROOF FOR AIR PURIFICATION
RAINWATER MANAGEMENT
- SLOPED DRAIN BUILT INTO PARAPET AT LOW SIDE OF ETFE
- RAINWATER COLLECTED TO SUPPLY COOLING TOWERS
SMOKE EXHAUST
- EXHAUST FANS FOR SMOKE & WARM AIR - VENTS AIR/SMOKE DIRECTLY
AIR HANDLING UNIT
- SUSPENDED FROM TRUSS AT WORKING HEIGHT FOR SOUND ISOLATION - INTAKE THROUGH LIVING WALL AT EAST & WEST SIDE OF TRUSS - EXHAUST TO OPEN TRUSS CENTER
OUTSIDE
AHU EXHAUST
- EXHAUSTS THROUGH LOUVERS TO OPEN CENTRAL TRUSS
CORRIDOR FAN
- EXHAUSTS WARM AIR
- CONNECTS ENCLOSED SIDES OF MECHANICAL SPACE
DIRECTLY OUTSIDE
MECHANICAL TRUSS
MECHANICAL TRUSS
OPEN TRUSS
OPEN TRUSS
PAGE 66
PAGE 67
page 38
SEMI CONDITIONED SPACE
INDIVIDUAL SYSTEMS
- SEPARATE MECHANICAL SYSTEMS IN EACH TRUSS ALLOWS FOR COMPLETE CONTROL - NO UNNECESSARY CONDITIONING OF SPACES
COOLING
- COOL AIR DISTRIBUTED THROUGH REGISTERS AT BASE OF WALLS ON EACH LEVEL
VERTICAL CONNECTION
- PRE-CONDITIONED AIR & EXHAUST THROUGH VERTICAL CONNECTIONS TO TRUSS ABOVE
VERTICAL DISTRIBUTION
- SERVICES DISTRIBUTED TO INDIVIDUAL VOLUME LEVELS VIA A SHAFT IN THE ENCLOSURE
NATURAL CONVECTION
- COOL AIR ENTERS THROUGH RADIANT HEATING
- RADIANT HEAT THROUGH FLOOR SLAB
- INTERSTITIAL SPACE PASSIVELY CONDITIONED
- FRIT OF ETFE PANELS ADJUSTED TO CONTROL SOLAR GAINS & DAYLIGHTING
DISCRETE VOLUMES
- INDIVIDUAL VOLUMES CONDITIONED AS DESIRED TO ALLOW UNIQUE EXPERIENCES - VENTILATION, TEMPERATURE & LIGHTING CONTROLLED
NATURAL CONVECTION
- COOL AIR ENTERS AT GROUND LEVEL - WARM AIR RISES TO TOP OF ENCLOSURE & EXHAUSTS THROUGH TRUSS
AIR PURIFICATION
- PLANTS INSIDE ENCLOSURE HELP TO IMPROVE AIR QUALITY
REGISTERS AT BASE OF WALL - WARM AIR RISES TO TOP OF SPACE & EXHAUSTS THROUGH FLOOR ASSEMBLY & UP TO TRUSS
AIR INTAKE
- FRESH AIR INTAKE AT GROUND LEVEL
VOLUME CONDITIONING
INTERSITIAL SPACE CONDITIONING INTERSTITIAL SPACE CONDITIONING
PAGE 68
SECTION 1
PAGE 69
SECTION 2
PAGE 70
SECTION 3
PAGE 71
SECTION 4
PAGE 72
SECTION 5
PAGE 73
SECTION 6
PAGE 74
SECTION 7
EXTERIOR PERSPECTIVE
GROUND FLOOR PERSPECTIVE
PAGE 78
PAGE 79
CONSTRUCTION TYPE:
EGRESS CORE
5’ - 5”
PHASE 1: STRUCTURE 1-B
PRIMARY STRUCTURE: STEEL
SERVICE CORE
AREA OF REFUGE
STANDPIPE
4’ - 0”
GRAVITY SYSTEM
4’ - 0”
25’ - 0”
USE GROUPS: STORAGE, ASSEMBLY, EDUCATIONAL, MERCANTILE, UTILITY
LATERAL SYSTEM
MEANS OF EGRESS/ VERTICAL CIRCULATION
MECHANICAL TRUSS EGRESS CALCULATIONS CORRIDOR WIDTH:
4’ - 0” / (.15) = 320 OCCUPANTS MAX EXIT ACCESS DOOR SIZING: 4’ - 0” / (.15) = 320 OCCUPANTS MAX EXIT STAIR WIDTH SIZING: 5’ - 5”/ (.2) = 325 OCCUPANTS MAX LIMITING FACTOR: ACCESS DOOR = 320 OCCUPANTS
PRATT TRUSS
(CONTAINS MECH.)
SHEAR PANEL
(25’ TALL MODULE)
ECCENTRICALLY BRACED FRAME
TYPICAL FLOOR
GRADE BEAM PILE CAP
3 DIMENSIONAL 25’ ORTHAGONAL GRID
SNAKE LEVEL
PILES TO BEDROCK
(84’ BELOW GRADE)
BLACK BOX SPACE
BEARING CAPACITY
(COLUMN & BEAM CONSTRUCTION)
(1 SF/PILE)
GROSS SQUARE FOOTAGE
| TOTAL
GROSS SQUARE FOOTAGE TOTAL GSF = GSF[SUSPENDED OBJECTS]
CODE COMPLIANCE OF STRUCTURE BUILDING HEIGHT IBC 504.3
# OF STORIES IBC
504.4
TOTAL AREA IBC 506.2
ALLOWABLE
PROPOSED
160’ - 0”
151’ - 0”
12 STORIES
12 STORIES
UNLIMITED
167,055 SF
FIRE RATING OF COMPONENTS PRIMARY STRUCTURAL FRAME
INTEGRATION DIAGRAMS
BEARING WALLS EXTERIOR INTERIOR
& PARITTIONS FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMEBRS ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS NONBEARING WALLS
= 167,055 SF
| IBC TABLE 601
BUILDING ELEMENT
+ GSF[GROUND FLOOR] + GSF[PORTALS]
= 54,190 SF + 46,665 SF + 66,200 SF
FIRE RATING
2 HOURS 2 HOURS 2 HOURS 0 HOURS 2 HOURS 1 HOUR
GROSS SQUARE FOOTAGE | SUSPENDED V1 V2 V3 V4 V5 V6 SNAKE 1 11540 2 - 2679 3 - 2970 - 1185 4 - 3020 - 1165 5 - 1030 2040 1145 2170 6 1430 2986 195 1650 - 1930 7 1380 - 1295 1650 1110 8 - 1625 9 10 TOTAL 2810 8975 2520 8015 14605 5725 11540
TOTAL 11540 2675 14155 4185 6385 8190 5435 1625 0 0 54,190 SF
GROUND LEVEL
EGRESS CORE
EXIT SEPARATION DISTANCE
EXIT DISCHARGE
SERVICE CORE
DIAGONAL DISTANCE
EXIT ENTRY
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PAGE 81
PHASE 3: MECHANICAL SYSTEMS
PHASE 2: LANDSCAPE AND FACADE
SEMI CONDITIONED INTERSTITIAL SPACE INDIVIDUALLY CONTROLLED VOLUMES VARIABLE AIR VOLUME SYSTEM RADIANT HEATING
OVERSIZED LANDSCAPE PAIRED WITH A FACADE MADE UP OF GREEN WALLS, METAL CLADDING AND ETFE SLOPING GREEN ROOF
TRIPLE LAYER ETFE WITH INTEGRATED FLEXIBLE PV PANELPV PANEL
LIVING WALL OVER BRACED FRAME ETFE PANELS FULLY INFLATED FOR LIGHT PERMEATION ETFE PANELS DEFLATED FOR LIGHT REFRACTION
6
WATER CHANNEL/GUTTER
METAL PANEL CLAD SHEAR WALL
AIR HANDLING UNIT
AHU EXHAUST MECHANICAL ACCESS CATWALK
2
TRIPLE LAYER FRITTED ETFE PANELS
3
OVERSIZED LANDSCAPE WITH GREEN ROOF
4
STORAGE/BLACK BOX THEATER
1
NATURAL CONVECTION OF SEMI-CONDITIONED SPACE
CONNECTING CORRIDOR FAN
STEEL FACADE STRUCTURE
LOUVERS
EXTERIOR GATHERING SPACE
EXTENSIVE GREEN ROOF WITH RAINWATER MANAGEMENT INVERTED MECHANICAL PENTHOUSE
5
CURTAIN WALL
AHU INTAKE THROUGH LIVING WALL
DISCRETE VOLUMES SERVED BY INDIVIDUAL SYSTEMS
BOILER (NOT SHOWN) VERTICAL CONNECTION SMOKE EXHAUST
G
PAINTIN VERTICAL DISTRIBUTION
GALLERY
RADIANT HEATING
G
PAINTIN
GALLERY
M SUN ROO
AVERAGE R-VALUE SUM(R-VALUE X
1:20 ACCESSIBLE FOOTPATH BIOSWALE OUTDOOR SANCTUARY 1
2
3
4
6
5
% TOTAL AREA OF ENCLOSURE)
ETFE PANEL 3 X .423 = 1.27 SEMI-INTENSIVE GREEN ROOF 42 X .104 = 4.39 METAL PANEL CLAD BRACED FRAME 48.6 X .056 = 2.70 METAL PANEL CLAD SHEAR WALL 48 X .137 = 6.57 NORTH & SOUTH CURTAIN WALL 4.55 X .133 = 0.61 BRACED FRAME LIVING WALL 24 X .147 = 3.52
REGISTERS DISTRIBUTING COOL AIR
GYM NATURAL CONVECTION
DANCE
STUDIO
CAFE
AIR INTAKE
AVERAGE R-VALUE OF ENCLOSURE = 19.06
LIVING PLANTS FOR AIR PURIFICATION
GYPSUM BOARD LIGHT STEEL FRAMING STEEL SHEAR WALL W/ INTUMESCENT PAINT AND SHEATHING
LIGHT STEEL FRAMING
ALUMINUM FACE
GYPSUM
BOARD INSULATION
LIGHT STEEL FRAMING
EDGE PAVEMENT FOR MAINTENANCE
BRACED FRAME W/ INTUMESCENT PAINT
ALUMINUM MULLION
BRACED FRAME W/ INTUMESCENT PAINT
DOUBLE PANE GLASS
STEEL INTERIOR FACE MINERAL WOOL STEEL PANEL CORE
SEMI-INTENSIVE SOIL
OPAQUE ETFE PANEL
ALUMINUM CLIP
MINERAL WOOL STEEL PANEL CORE
DRAINAGE MAT
ETFE OR PV PANEL
M CO
STEEL SUPPORT
MOISTURE PROTECTION LAYER ROOT BARRIER MEMBRANE
HAT CHANNEL
HAT CHANNEL
JAMB FLASH
LIGHT STEEL FRAMING
SLOPING POLYSTYRENE INSULATION
CITY E L I T OS ERCE THE H DIGITAL COMM TION | PULA
STEEL DECK
MOUNTING HARDWARE
SILL FLASH WEATHER BARRIER
FLEXIBLE AIR HOSE
GREEN WALL PANEL
CONDENSATION GUTTER
TYPICAL WALL ASSEMBLY (METAL PANEL CLADDING)
METAL PANEL CLAD BRACED FRAME R-VALUE = 48.6 10,342 SF 5.6% TOTAL ENCLOSURE
CURTAIN WALL R-VALUE_GLASS & SPANDREL AVG = 4.55 24,818 SF 13.3% TOTAL ENCLOSURE
BRACED FRAME LIVING WALL R-VALUE = 24 27,331 SF 14.7% TOTAL ENCLOSURE
SEMI-INTENSIVE GREEN ROOF R-VALUE = 42 19,436 SF 10.4% TOTAL ENCLOSURE
O ULT P G AD
ETFE PANEL R-VALUE = 3 78,743 SF 42.3% TOTAL ENCLOSURE
GRE
USE ENHO
MARK
ETPL
EN GARD
YOUN
ACE
CITY RIVEN ECONOMY E R U AT ER D THE MOPULATION | MAK GP
AIR SUPPLY TUBE STEEL STRUCTURE
VAPOR BARRIER
MOUNTING HARDWARE
CORTEN STEEL METAL CLADDING
CORTEN STEEL METAL CLADDING
R-VALUE = 48 12,942 SF 13.7% TOTAL ENCLOSURE
AC SP
WATERPROOFING MEMBRANE STEEL EXTERIOR FACE
STEEL EXTERIOR FACE
METAL PANEL CLAD SHEAR WALL
ITY
N
MU
FILTER SHEET
STEEL INTERIOR FACE MINERAL WOOL STEEL PANEL CORE
E
WITH DRAIN PIPE
MDF SUBSTRATE ALUMINUM FACE
MINERAL WOOL
MINERAL WOOL
PARAPET
AGEIN
PAGE 82