Pooja 9892124323, Call girls Services and Mumbai Escort Service Near Hotel Gi...
Cirrus final thesis reduced
1. THESISPROJECTINDEX8X113.5.5.2
SECTION PAGE No.
4.23.1 INTERIOR PERSPECTIVES 90
4.23.2 INTERIOR PERSPECTIVES 91
4.23.3 INTERIOR PERSPECTIVES 92
4.24 PHYSICAL MODEL 93
4.24.1 PHYSICAL MODEL 94
SECTION PAGE No.
4.10 ARCHITECTURAL SITE PLAN 53
4.10.1 OVERALL SITE PLAN 54
4.11.1 CODE AND EGRESS PLAN 55
4.11.2 EGRESS REQUIRMENTS 56
4.11.3 CODE PLANS 57
4.11.4 CODE PLANS 58
4.12.1 BASEMENT LEVEL 59
4.12.2 LEVEL 0 60
4.12.3 LEVEL 1 61
4.12.4 LEVEL 2 62
4.12.5 LEVEL 3 63
4.12.6 LEVEL 4 64
4.12.7 ROOF LEVEL 65
4.13 STRUCTURAL DIAGRAMS 66
4.14 MECHANICAL DIAGRAMS PLANS 67
4.14.1 MECHANICAL DIAGRAMS 68
4.14.2 RENEWABLE ENERGY 69
4.15 EAST ELEVATION 70
4.15.1 WEST ELEVATION 71
4.15.2 NORTH ELEVATION 72
4.15.3 SOUTH ELEVATION 73
4.16 BUILDING 3D LONGITUDINAL SECTIONS 74
4.16.1 BUILDING CROSS SECTIONS 75
4.16.2 BUILDING CROSS SECTIONS 76
4.16.3 OVERALL CITY SECTION 77
4.16.4 LONGITUDINAL SECTION 78
4.16.5 3D SECTION 79
4.17 WALL SECTION - MEDIA WALL 80
4.18 WALL SECTION MAIN & ELEV. CRITICAL AREA 81
4.19 BUILDING MATERIALS DETAILS - CRITICAL
AREA
82
4.19.1 BUILDING MATERIALS - CRITICAL AREA 83
4.20 BUILDING SECTION - PUBLIC SPACE 84
4.22 EXTERIOR PERSPECTIVES 85
4.22.1 EXTERIOR PERSPECTIVES 86
4.22.2 EXTERIOR PERSPECTIVE 87
4.22.3 EXTERIOR PERSPECTIVES 88
4.23 INTERIOR PERSPECTIVES 89
INDEX
5
2. THESISPROJECTINDEXLARGESIZE3.5.5.36
SECTION
PAGE
No.
A4.0 THESIS PROJECT COVER 95
A4.12.1 BASEMENT LEVEL 96
A4.12.2 LEVEL 0 97
A4.12.3 LEVEL 1 98
A4.12.4 LEVEL 2 99
A4.12.5 LEVEL 3 100
A4.12.6 LEVEL 4 101
A4.12.7 ROOF LEVEL 102
A4.13 STRUCTURAL DIAGRAMS 103
A4.13.1 STRUCTURAL PLAN DIAGRAMS 104
A4.13.2 STRUCTURAL PLAN DIAGRAMS 105
A4.15.1 EAST ELEVATION 106
A4.15.2 WEST ELEVATION 107
A4.15.3 NORTH ELEVATION 108
A4.15.4 SOUTH ELEVATION 109
A4.16.1 BUILDING CROSS SECTIONS 110
A4.16.2 BUILDING CROSS SECTIONS 111
A4.16.3 BUILDING CROSS SECTIONS 112
A4.16.4 OVERALL CITY SECTION 113
A4.16.6 LONGITUDINAL SECTION 114
A4.16.7 3D SECTION 115
A4.16.8 AERIAL VIEW 116
A4.17 WALL SECTIONS 117
A4.18 MAIN ENTRY WALL SECTION 118
A4.18.1 WALL SECTION MAIN ENTRY 119
A4.19.1 DETAILS 120
A4.19.2 DETAILS 121
A4.19.3 DETAILS 122
A4.20 BUILDING SECTION PUBLIC SPACE 123
INDEX
3. SUSTAINABLESTRATEGY4.733
1" = 40'-0"
1
COOLING MODE
1" = 40'-0"
2
HEATING MODE
Cooling Mode - Ventilation
Operational days of the year:
280 APPROX.
Temperature range:
75 - 95 Fahrenheit
When wind outdoor conditions allow the
facility can be natural ventilated by
Thermal Buoyancy or stack effect. It can
operated until 72 F degrees. Fresh air is
draw into the building as hot air exhaust.
Mechanical ventilation can be turn off.
During night large floors store coolness.
Solar Chimney draws air volume up and
out.
Open layout allows ventilation.
Heating Mode
Operational days of the
year:
85 APPROX.
Temperature range:
10 - 50 Fahrenheit
Hybrid Mode
During a 95 -100 degree F day the
Mechanical ventilation turn on and
provides comfortable temperatures.
Motorized louvers in north and south
facades.
Air and services distribute through raised
access floors.
Open layout.
Double glass skin south and west facade.
Radiant heating and cooling floors.
Floor to ceiling structural glass facades.
SUSTAINABLE STRATEGY
4. PROGRAMMASSPHYSICALMODEL4.8.137
ELEMENTS
1. Media Walls
2. Solar Tower
3. Stair and Elevator
4. Automated Retrieval System
SPACES
A. Public - Social / Gallery /Open
B. Public - Social / LOCUTORIUM
C. Public - Social / Exhibition
D. Collaboration / Team Work
E. Private - Alone / Reading rooms/
Meditation rooms
F. Gardens
2
4
3
1
A
C
D
E
F F
B
3
4
EF
F
D
B 1
1
5. A
B
C
D
E
F
G
H
I
J
SPATIALANDFUNCTIONALPROGRAMTABLE4.938
PROGRAM DIAGRAM
A. PUBLIC/SOCIAL- Gallery
B. PUBLIC SOCIAL- Locutoruim, Learning Stairs and
Collaborative Spaces
C. COLLECTIONS - Media Walls and (ASRS)
D. CAFE
E. PRIVATE/ALONE- Reading Rooms
F. PRIVATE/ALONE - Reading Rooms and Learning Pods
G. PRIVATE/ALONE - Meditation and Yoga rooms
H. GARDENS - Reasearch Garden, Meditation garden
I. SERVICES - Back House
J. CIRCULATION - Stairs, Elevator and Corridors/Commons
6. NETSQUAREFOOTAREAS4.9.1
LEVEL 0
No. Room Area
01 WOMEN'S 335 SF
02 MEN'S 337 SF
03 GREEN ROOM Redundant
Room
03 GREEN ROOM 420 SF
04 AUDITORIUM 765 SF
05 VESTIBULE 379 SF
06 CONCOURSE 3956 SF
07 EXHIBITION 6017 SF
08 LEARNING BENCH 1624 SF
09 CIRCULATION DESK 256 SF
010 AUGMENTED REALITY 859 SF
011 GAMING AREA 616 SF
011 GAMING AREA 439 SF
16003 SF
LEVEL 1
No. Name Area
101 MULTIPURPO
SE
1215 SF
102 CONTROL
ROOM
66 SF
103 MEZANINE 230 SF
104 COMMONS 2293 SF
105 TECHNOLOGY
SHOW ROOM
1393 SF
106 SERVICE
POINT
397 SF
107 GAMING 524 SF
108 WORK
SPACES
3627 SF
109 CORRIDOR 3760 SF
110 LOCUTORIUM 3044 SF
111 DIGITAL PIT 991 SF
17541 SF
LEVEL 2
No. Name Area
201 NEST 172 SF
202 EMERGING
TECHNOLOGIES
1476 SF
203 MENTOR 1513 SF
204 COLLABORATION
SPACES
3424 SF
205 CAFE 2870 SF
206 SERVICE POINT 346 SF
207 WRITING AND
READING LAB
1459 SF
208 LIBRARIANS 1490 SF
209 NEST 2 701 SF
209 NEST 789 SF
212 BALCONY 779 SF
213 BALCONY 821 SF
15840 SF
BASEMENT
No. ROOM Area
B01 AUTOMATED
RETREIVAL SYSTEM
3848 SF
B02 OPERATIONS 674 SF
B03 SHIPPING AND
RECEIVING
1089 SF
B04 PUMP ROOM 305 SF
B05 MECHANICAL ROOM 881 SF
B06 GEOTHERMAL 677 SF
B07 SOLAR TOWER 213 SF
B08 BIKE RACK 844 SF
B08 BIKE RACK 1293 SF
B09 PARKING GARAGE 22035 SF
B10 ELEVATOR 58 SF
B11 STAIR 249 SF
Grand total: 12
LEVEL 3
No. Name Area
301 CONTEMPLATION
GARDEN
1287 SF
302 YOGA ROOM 1444 SF
303 SERVICE POINT 314 SF
304 READING ROOM 4636 SF
305 RESEARCH GARDEN 1287 SF
306 COMPUTER LAB 1597 SF
307 PRINTING AREA 457 SF
11022 SF
LEVEL 4
No. Room Area
401 MEDITATION ROOM 1972 SF
402 QUIET READING
ROOM
3687 SF
403 LEARNING POD 2023 SF
7683 SF
39
8. DN
07
01 02
03
04
06
B1
B07
B10 B11
05
11
10
08
Art wall
Periodicals
Gaming (MW)
Learning StairAugmented
Reality
Media Wall (MW)
10
Pedestrian and bike bridge
Main
Entrance
SECONDARY
ENTRANCE
-0' - 8"
0' - 0"
-5' - 10"
-10' - 10"
-0' - 3" -15' - 0"
-20' - 0"
-16' - 0"
0' - 0"
Gaming (MW)
(MW)
Stage
Automated Retrieval
System
(MW)
Ramp
-15' - 5 9/16"
Sand
Wood
Deck
Green
Amphitheater
-15' - 0"
Garden
-12' - 9"
Proposed
Building
Parking garage
entrance
ACC
ACC
ACC
194' - 0 11/32" 119' - 6 1/2"
187'-05/32"
Sidewalk
Sidewalk
Street
Loading zone
Property line
FireLane
Fire Lane
79' - 6 25/32"
N
ARCHITECTURALSITEPLAN4.10
SITE PLAN - ARCHITECTURAL
SCALE :
0'-0"
1" = 40'-0"
20'-0"
40'-0"
40'-0"
80'-0"
53
08 LEARNING BENCH
09 CIRCULATION DESK
010 AUGMENTED REALITY
011 GAMING AREA
011 GAMING AREA
04 AUDITORIUM
05 VESTIBULE
06 CONCOURSE
07 EXHIBITION
01 WOMEN'S
02 MEN'S
03 GREEN ROOM
03 GREEN ROOM
9. 1
Main Street
Houston Street
Commerce Street
E.BelknapStreet
E.WeatherfordStreet
3
2
5
6
4
7
9
8
TRHA
TRHN
TRHW
TRHT
Main Street
10
12
N Calhoun Street
1- Trinity River
2- Historic Electric Plant Building
3- Historic Court House
4- Historic Paddock Bridge
5- Tarrant County College East Campus
6- Parking lot
7- Parking lot proposed
8- Heritage Park
9- Paddock Park
10- Project: The 21st Century Library
11- Native plantation woods
12- New Tarrant County Campus
Legend
Pedestrian pathway
Bike trails
Vehicular circulation
Stairs and elevator
Existing trees
Proposed streets & parking lot
Existing streets
Proposed promenade
Property line
SCALE :
0'-0"
1" = 200'-0"
100'-0"
200'-0"
200'-0"
400'-0"
N
OVERALLSITEPLAN4.10.1
SITE PLAN
54
District Regulation -Trinity Uptown
("TU") Waterfront Build: to Range
80 percent of a building facade
must be located no closer than
5 feet and no farther than15 feet
from the property line. Rear Yard:
5' feet minimum.
Side Yard: Not required. If provide must
be minimum of three feet and maximum
of 10 feet.
Units per acre: No restriction
Building Height Range: Neighborhood
Zones N-1: Min. 3 floors Max: 72 feet.
10. 305 N Main Street
Fort Worth, Texas 76102
Academic Building Library The 21st Century LibraryPROJECT
LOCATION
BUILDING HEIGHT FOUR STORIES AND BASEMENT
TYPE I B
LEVEL 0: 24,749 SF
LEVEL 1: 12,004 SF
LEVEL 2: 13,489 SF
LEVEL 3: 10,831 SF
LEVEL 4: 7,573 SF
FLOOR AREA SUMMARY INCLUDING CIRCULATION
PROJECT GENERAL INFORMATION:
FIRE-RESISTANCE REQUIREMENTS
CODE REVIEW: IBC 2012
SECONDARY OCCUPANCY(SEC 303, 304)
TYPE OF CONSTRUCTION (TAB 503/602)
PRIMARY OCCUPANCY (SEC. 304)
ASSEMBLY GROUP A-3 (LIBRARY)
MODERATED-HAZARD STORAGE
GROUP S-1 (Books)
BUSINESS GROUP "B"
YES
4 STORY HEIGHT
2 HRSTRUCTURAL FRAME
2 HR
BEARING WALLS:
2 HR
EXTERIOR
FLOOR CONSTRUCTION (INCLUDING. SUPPORT BEAMS/JOISTS) 2 HR
ROOF CONSTRUCTION (INCLUDING. SUPPORT BEAMS/JOISTS) 1 HR
STAIRWAYS (SEC 707.2, EXC. 7) 2 HR
CORRIDORS (TABLE 1017.1) 0 HR
FIRE WALLS (TABLE 705.4) 2 HR
ELEVATOR MACHINE ROOM (SEC 3006.4) 2 HR
SHAFT ENCLOSURES (707.4) 2 HR
TOTAL 68,646 SF
CIRCULATION 30% 20,593
OCCUPANCY (SEC. 508) MIXED
(TABLES 601 AND 602)
INTERIOR
1 HR
NONBEARING WALLS:
EXTERIOR LESS THAN 5'
5' OR LESS THAN 10'
GREATER THAN 30'
1 HR
0 HR
FOR GENERAL BUILDING ELEMENTS:
FOR SPECIFIC BUILDING ELEMENTS:
FIRE PARTITIONS (SEC 708) 1 HR
60 MIN
DOOR RATING
(TABLE 715.1)
60 MIN
90 MIN
60 MIN
AUTOMATIC SPRINKLER SYSTEM
BACKHOUSE 26,326 SF
PARKING GARAGE 22,057 SF
TOTAL 48,441 SF
BUILDING AREA AND HEIGHT LIMITATIONS
CODEANDEGRESSPLAN4.11.155
11. EGRESS REQUIREMENTS: IBC 2012
OCCUPANCY LOADS:
ASSEMBLY W/OUT FIXED SEATS:
STANDING SPACE
BUSINESS AREAS
CONCENTRATED (CHAIRS ONLY)
UNCONCENTRATED (TABLES AND CHAIRS)
LOCKER ROOMS
100 GROSS
7 NET
5 NET
15 NET
50 NET
SHOPS AND VOCATIONAL ROOMS 50 NET
EXERCISE ROOMS 50 NET
ACCESSORY STORAGE AREAS, MECH. EQUIPMENT ROOMS 300 GROSS
FUNCTION OF SPACE: SQ. FT PER OCCUPANT:
STAGES AND PLATFORMS 15 NET
REQUIRED EGRESS WIDTH:
(TABLE 1004.1.1)
TRAVEL DISTANCE IS NOT LIMITED FOR TYPE I AND
II CONSTRUCTION
MAXIMUM TRAVEL DISTANCE TO AN EXIT
FOR OUTDOOR SEATING (TABLE 1025.7.2)
MINIMUM CORRIDOR WIDTH (TABLE 1005.1)
MAXIMUM TRAVEL DISTANCE TO AN EXIT (TAB 1016.1)
NUMBER OF EXITS REQUIRED (TABLE 1015/ TABLE1019.1)
MAXIMUM LENGTH OF DEAD END CORRIDORS (1017.3.3)
20' OR UNLIMITED LENGTH WHEN MIN. WIDTH =
2.5 TIMES THE WIDTH OF THE DEAD END
CORRIDOR
250'
1
2
44" MIN OR .15" PER OCCUPANT
MINIMUM STAIR WIDTH (TABLE 1005.1) 44" MIN OR .20" PER OCCUPANT
3
4
1-49 OCCUPANTS
51-500 OCCUPANTS
501-1000 OCCUPANTS
1001 OR MORE OCCUPANTS
LIBRARY:
STACK AREA 100 NET
READING ROOM 50 NET
EGRESSREQUIRMENTS4.11.256
12. LEVEL 0 90
0
720
N/A
ALLOWABLE LOAD
EXIT # 1
STAIR (TABLE 1005.1):
WIDTH = 60"
CAPACITY = 300 PEOPLE
LOAD = 8 PEOPLE
DURING THE BUSINESS
HOURS THE DOOR
MUST REMAIN OPEN
2
2
90
AUDITORIUM
200
EXHIBITION
2 2 2 2
MAXIMUM TRAVEL
DISTANCE 73'
DURING THE
BUSINESS HOURS
THE DOOR MUST
REMAIN OPEN
LEVEL 0 200
0
1440
N/A
ALLOWABLE LOAD
EXIT # 2
2
MAXIMUM TRAVEL
DISTANCE 219'
CONCOURSE
56
GAMING AREA
40
GAMING AREA
INTERIOR AND EXTERIOR DOOR EGRESS
(IBC SECTION 1005.1)
OCCUPANCY / EGRESS LEGEND:
PAIR 3'-0" DOOR (66.4" CLEAR)
AT .15"/OCCUPANT = 442 OCCUPANTS
3'-0" DOOR (33.2" CLEAR)
AT .2"/OCCUPANT = 166 OCCUPANTS
INTERIOR AND EXTERIOR STAIR EGRESS
5'-0" STAIRS (60" CLEAR)
AT .2"/OCCUPANT = 210 OCCUPANTS
3
1
2
2-HR AREA SEPARATION WALL TO DECK (1.5 HR DRS)
UL No U411 AT STUD CONSTRUCTION AT MEDIA WALL
FIRE-RESISTANT TRANSPARENT GLASS RANGE
NOTE:
PRE-CAST CONCRETE MEMBERS ARE INHERENTLY
NON COMBUSTIBLE. DESIGNED TO MEET THE DEGREE OF FIRE
RESISTANCE REQUIRED.
WALL TO DECK RATING LEGEND
1. PROTECT ALL CONDUIT, PIPES, DUCTS, AND MISCELLANIES
PENETRATIONS THROUGH RATED WALLS, FLOOR OR ROOF WITH FIRE
PROTECTION INSULATION AND FIRE STOP SEALANT. REFER TO UL
GUIDELINES FOR APPROPRIATE ASSEMBLIES.
2. PROVIDE DAMPERS AND LIGHT FIXTURE PROTECTION AS REQUIRED BY
UL ASSEMBLIES.
3. PROVIDE SPRAY-ON FIRE PROTECTION FOR STRUCTURAL MEMBERS
CROSSING FROM AN AREA DESIGNATED TO BE A FIRE-RATED
FLOOR/CEILING AND OR FIRE RATED ROOF/CEILING ASSEMBLY INTO
AREAS WITH ANY OTHER FIRE ASSEMBLY OR NO FIRE ASSEMBLY FOR
THEIR FULL LENGTH.
4. ALL STEEL COLUMNS - FIRE BARRIER INTUMESCENT LATEX PAINT AT
SOLAR CHIMNEY
FLOOR/CEILING
UL ASSEMBLY No D902: 2-HR;
STRUCTURAL FRAME RATED 2-HR
FIRE ASSEMBLY LEGEND
1. ALL WALLS ARE NON-RATED WALL TO BOTTOM OF DECK.
2. ALL COLUMN ENCLOSURES SHALL BE THE SAME HEIGHT AS THE
ADJACENT WALL.
3. FIRE RATING OF ANY "EXTERIOR" LOAD BEARING WALLS SHALL CONTINUE FOR
A MIN OF 30" BELOW ROOF LINES AT STEPPED BUILDING LOCATIONS, SUCH SAME
WALL BELOW SUCH POINT IS AN "INTERIOR" LOAD BEARING WALL AND FIRE
RATED ACCORDING TO "INTERIOR" LOAD BEARING WALLS.
4. MARKING OF FIRE RATED & SMOKE STOP PARTITIONS: PERMANENTLY MARK
ALL SMOKE BARRIERS, FIRE PARTITIONS, SHAFT ENCLOSURES, FIRE BARRIERS
ABOVE CEILINGS AS FOLLOWS: "FIRE AND SMOKE BARRIER-PROTECT ALL
OPENINGS". LETTERS SHALL BE MINIMUM 2 1/2" IN HEIGHT AND PAINTED RED.
PROVIDE ONE TIME PER STRUCTURAL BAY.
ROOF/CEILING
UL ASSEMBLY No P819: 1-HR;
STRUCTURAL FRAME RATED 2-HR
CODEPLANS4.11.3
LEVEL 0 - CODE EGRESS
57
21. GLUELAM BEAM
CONCRETE
MOMENT
FRAMES
REINFORCED CONCRETE MOMENT FRAMES.
The structural system consists of beams, columns, and beams-column joints that resist
flexural, axial and shearing action in the case
of earthquakes. The range is between 30 to 45 feet beam depths, that will support
typical gravity loads.
The Radio of the cross section dimensions for the columns shall be no less 0.4 per ACI
318 - 21.6.1.2 and a minimum column
dimension of 16 inches is suggested. Columns are 24" and beams are 32" depth.
COUPLE LAMINATED
WOOD BEAMS (TYP)
CONCRETE
COLUMNS (TYP)
CONCRETE
BEAMS (TYP)
CONCRETE
JOIST (TYP)
CONCRETE SLAB
ON GRADE
SPAN
North- South
39-45-45-39
East-West
39-30-30-30-39
PRECAST CONCRETE
PANELS ROOF SYSTEM
STRUCTURAL GLASS
ROOF SYSTEM
STRUCTURALDIAGRAMS4.13
STRUCTURAL DIAGRAMS
SCALE :
0'-0"
1" = 32' - 0"
16'-0"
32'-0"
32'-0"
64'-0"
66
22. 2
3
1
2
2
3
1
5
2
3
4
2
3
5
2
3
1
5
2
3
5
N
MECHANICALDIAGRAMSPLANS4.14
SCALE :
0'-0"
1" = 80'-0"
40'-0"
80'-0"
80'-0"
160'-0"
BASEMENT LEVEL
LEVEL 0
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
IN FLOOR COOLING SOLUTIONS FOR ACCESS FLOORS
To improve capacity and energy efficiency by reducing bypass airflow. The solution is very
flexible, incorporating passive air diffusers in the access floors to create a more comfortable
environment by given the users the control of their own space.
1. RETURN DUCT 2. SUPPLY DUCT
3. SOLAR CHIMNEY 4. FLOOR DAMPERS
5. VARIABLE AIR FLOOR DAMPER 6. AIR FLOOR STEEL PANEL
67
23. 5
MECHANICALDIAGRAMS4.14.1
IN FLOOR COOLING SOLUTIONS FOR ACCESS FLOORS
The systems improve capacity and energy efficiency by reducing bypass airflow.
The solution is very flexible, incorporating passive air diffusers in the access floors
to create a more comfortable environment by given the users the control of their own space.
3D Diagram
1. Return duct
2. Supply duct
3. Solar Chimney
4. Floor Damper and Air Floor Steel Panels
5. Variable Floor Dampers
6. Mechanical Unit
Stak Hardwood on ConCore. Digital image.
Http://www.tatesignatures.com/hardwood.
N.p., n.d. Web.
a
b
e
fgh
Section Diagram
a. Fan-powered terminal box with reheat
b. Floor diffuser (ducted)
c. Return air through lights
d. Ceiling
e. Induction shaft for return air
f. Thermostatically controlled fan power diffuser
g. Fan-powered floor unit connect to air flow
partition
h. Occupant controlled fan-power floor diffuser
i. Return air
j. Supply air to access floor
k. Variable air dampers
i
k
68
1
COOLING DIAGRAM FOR ACCESS FLOOR
MECHANICAL SECTION
c
3
6
1-2
4
24. 7:30 PM June 15:23 AM
3:15 PM
W SEN
m
a
b,c,d e
f, g, h i
l
n
o
p
p
q
r
r
e
w
t, v
ru
n
Solar Chimney
Altitud sun
angle
Hour sun
angle
RENEWABLEENERGY4.14.2
67
Site Design
a. Brown filed remediation
b. Pedestrian walking and bicycle use is
supported
c. Downtown is waking distance
d. Proximity to public transportation
Resources
e. Geothermal heating and cooling
f. Daylight in 90% of the spaces
g. Lighting controls throughout
h. Energy efficient lighting fixtures
i. built in recycling systems
j. low flow plumbing fixtures
k. Integrated energy control systems
l. Insulated building shell
m. photovoltaic glass and LED display
powered by a photovoltaic system
n. Materials from local sources
Occupant comfort
o. Solar screening systems thought
p. Views to exterior
q. Individual thermostats in classrooms and
workspaces
r. Cross Ventilation and operable windows
s. Low emitting walls and floors
Storm Water Mitigation
t. Rain Gardens
u. Green roof
v. Permeable planting beds
w. pavers at streets and loading areas
LONGITUDE 97 WEST
LATITUDE 32 NORTH
DATE JUN 14
YEAR 2014
ELEVATION 712 FEET
TIME 3:0 PM
TIME ZONE USE PACIFIC (G,T -8:0)
TIME BASIS CLOCK TIME
DAYLIGHT SAVING NO
ZERO AZIMUTH NORTH
SOLAR ANGLES
ALTITUDE ANGLE 30.16
AZIMUTH ANGLE -79.85
CLOCK TIME 3:0 PM
CLOCK TIME 4:31 PM
HOUR ANGLE 67.91
DECLINATION 23.29
EQUATION OF TIME -0.01
TIME SUNRISE 3:18 AM
TIME SUNSET 5:37 PM
LEGEND
LIGHTING LED
AC CURRENT
SUN ENERGY
SUN LIGHT
WIND
PHOTOVOLTAIC TRANSPARENT GLASS
STORAGE BATTERIES
67.91°30.16°
69
32. WELLS FARGO TOWER TCC FAMILY COURT COURT HOUSE
TARRANT COUNTY COLLEGE EAST CAMPUS TRAIL PEDESTRIAN & BIKE BRIDGE
THE 21ST CENTURY LIBRARY
7
5
3
8
1
9
6
OVERALLCITYSECTION4.16.3
OVERALL CITY SECTION
3D CITY BUILDING SECTION
77
Tarrant County Buildings
1. County Courthouse
2. 1920 North Main
power plant
3. Correction facility
4. Jail
5. Fort Worth Police
Department
6. Family Law
Tarrant County Campus
7. TCC River
8. TCC East Campus
New building library
9. The 21st Century
Library
1
2
3
4
5
6
7
8
9
51. 1
3
4
5
6
8
B C DA G
7
2
E F
1
4.16.3
1
T-5.8.4.22.21
1
A4.17
1
A4.18
2
A4.17
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180'-0"
180' - 0"
GEOTHERMAL
B06
SHIPPING AND RECEIVING
B03
PUMP ROOM
B04
OPERATIONS
B02
BIKE RACK
B08
BIKE RACK
B08
PARKING GARAGE
B09
AUTOMATED RETREIVAL
SYSTEM
B01
ELEVATOR
B10
STAIR
B11
B01
B03
B02 B05 B04
B10
B11
SOLAR TOWER
B07
B06
B07
B08
B08
B09
MECHANICAL ROOM
B05
1
A4.16.1
1
A4.16.2
1
A4.16.3
1
A4.16.6
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
43'-0"95'-0"42'-0"
136' - 8" 24' - 0"
1
A4.18.1
2
A4.18.1
2
4.14.1
N
BASEMENTLEVELA4.12.1
SCALE :
0'-0"
1/8" = 1'-0"
4'-0"
8'-0"
8'-0"
16'-0"
REFERENCED ON /1 A4.15.11/8" = 1'-0"
1
BASEMENT LEVEL - BACK HOUSE
BASEMENT
No. ROOM Area
B01 AUTOMATED
RETREIVAL SYSTEM
3848 SF
B02 OPERATIONS 674 SF
B03 SHIPPING AND
RECEIVING
1089 SF
B04 PUMP ROOM 305 SF
B05 MECHANICAL ROOM 881 SF
B06 GEOTHERMAL 677 SF
B07 SOLAR TOWER 213 SF
B08 BIKE RACK 844 SF
B08 BIKE RACK 1293 SF
B09 PARKING GARAGE 22035 SF
B10 ELEVATOR 58 SF
B11 STAIR 249 SF
Grand total: 12
96
52. DN
DN
1
3
4
5
6
8
B C DA G
7
2
E F
1
A4.17
1
A4.18
2
A4.17
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180' - 0"6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180'-0"
01 02
03 04
07
08
06
B1
B07
B10
B11
PEDESTRIAN AND
BIKE BRIDGE
05
1
A4.16.1
1
A4.16.2
1
A4.16.3
1
A4.16.4
1
A4.16.6
34'-0"4'-0"86'-0"4'-0"37'-0"6'-0"
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0"
180' - 0"
34'-0"14'-43/8"75'-75/8"4'-0"
19'-10"7'-51/32"11'-3"90'-0"24'-81/32"9'-331/32"
32' - 9 11/16" 10' - 0" 20' - 0" 10' - 0" 34' - 0" 10' - 0" 58' - 0"
1
A4.18.1
2
A4.18.1
2
4.14.1
09
11
LEARNING STAIRSLOUNGE STAGE
MEDIA WALL (MW)
ART WALL (MW)
PERIODICAL AND
(MW)
GREEN
AMPHITHEATER
OUTDOOR
TERRACE
OUTDOOR
TERRACE
MAIN ENTRANCE
SECONDARY
ENTRANCE
AUGMENTED
REALITY (MW)
AUTOMATED RETRIEVAL SYSTEM
GARDEN
CIRCULATION DESK
ART AND TECHNOLOGY EXHIBITION
RAMP
AUDITORIUM
VESTIBULE
W M
SERVICE DESK
PROJECTION /
INFORMATION WALL
GAMING
11
GAMING
CONCOURSE
N
LEVEL0A4.12.2
SCALE :
0'-0"
1/8" = 1'-0"
4'-0"
8'-0"
8'-0"
16'-0"
1/8" = 1'-0"
1
LEVEL 0 - CIVIC -SOCIAL
LEVEL 0
No. Room Area
01 WOMEN'S 335 SF
02 MEN'S 337 SF
03 GREEN ROOM Redundant
Room
03 GREEN ROOM 420 SF
04 AUDITORIUM 765 SF
05 VESTIBULE 379 SF
06 CONCOURSE 3956 SF
07 EXHIBITION 6017 SF
08 LEARNING BENCH 1624 SF
09 CIRCULATION DESK 256 SF
010 AUGMENTED REALITY 859 SF
011 GAMING AREA 616 SF
011 GAMING AREA 439 SF
16003 SF
97
53. 1
3
4
5
6
8
B C DA G
7
2
E F
1
A4.17
1
A4.18
2
A4.17
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180' - 0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180'-0"
LOCUTORIUM
110
MULTIPURPOSE
101
WORK SPACES
108
SERVICE POINT
106
AUTOMATED RETREIVAL
SYSTEM
B01
CORRIDOR
109
AUDITORIUM
04
ELEVATOR
B10
STAIR
B11
SOLAR TOWER
B07
102
106
108
107
111
B07
A4.15.3 1
1
A4.16.1
1
A4.16.2 1
A4.16.3
1
A4.16.4
1
A4.16.6
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
CONTROL ROOM
102
12'-115/8"21'-03/8"90'-0"
COMMONS
104
GAMING
107
DIGITAL PIT
111
MEZANINE
103
101 103
104
105
109
110
2
4.14.1
14' - 11 1/8" 15' - 0 7/8" 20' - 0" 15' - 7 3/4" 17' - 10 1/4" 54' - 0" 4' - 0 5/8" 39' - 6 19/32" 14' - 11 11/16"
4'-4"16'-85/32"
LEARNING STAIR
SPECIAL COLLECTIONS AND (MW)
INTERACTIVE
MEDIA WALLS
TECHNOLOGY
SHOWROOM
OFFICES
AND MEETING ROMS
TERRACE
BALCONY
TERRACE
VESTIBULE
B10
B11
VESTIBULE
LOCUTORIUM
OPEN
LED DISPLAY BUSINESS WALL BOOKSHELVES TYP.
N
LEVEL1A4.12.3
REFERENCED ON /1 A4.15.11/8" = 1'-0"
1
LEVEL 1 - SOCIAL
SCALE :
0'-0"
1/8" = 1'-0"
4'-0"
8'-0"
8'-0"
16'-0"
LEVEL 1
No. Name Area
101 MULTIPURPO
SE
1215 SF
102 CONTROL
ROOM
66 SF
103 MEZANINE 230 SF
104 COMMONS 2293 SF
105 TECHNOLOGY
SHOW ROOM
1393 SF
106 SERVICE
POINT
397 SF
107 GAMING 524 SF
108 WORK
SPACES
3627 SF
109 CORRIDOR 3760 SF
110 LOCUTORIUM 3044 SF
111 DIGITAL PIT 991 SF
17541 SF
98
OPEN BELOW
OPEN
BELOW
GAMING
CIRCULATION DESK
54. 1
3
4
5
6
8
B C DA G
7
2
E F
1
T-5.8.4.22.22
1
A4.17
1
A4.18
2
A4.17
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
197' - 5 5/32"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180'-0"
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
201
202203
204
205
206
207208
209
B07
A4.15.3 1
1
A4.16.1
1
A4.16.2
1
A4.16.3
1
A4.16.4
1
A4.16.6
17' - 5 5/32"
45' - 0" 64' - 6"
1
A4.18.1
2
A4.18.1
2
4.14.1
1
4.7
2
4.7
SERVICE POINT
CAFE
EMERGING TECHNOLOGIESMENTOR
COLLABORATION SPACES TEAM WORK
TERRACE
TERRACE
NEST
NEST
LIBRARIANS
WRITING AND
READING LAB
N
LEVEL2A4.12.4
SCALE :
0'-0"
1/8" = 1'-0"
4'-0"
8'-0"
8'-0"
16'-0"
REFERENCED ON /1 A4.15.11/8" = 1'-0"
1
LEVEL 2 - COLLABORATION
LEVEL 2
No. Name Area
201 NEST 172 SF
202 EMERGING
TECHNOLOGIES
1476 SF
203 MENTOR 1513 SF
204 COLLABORATION
SPACES
3424 SF
205 CAFE 2870 SF
206 SERVICE POINT 346 SF
207 WRITING AND
READING LAB
1459 SF
208 LIBRARIANS 1490 SF
209 NEST 2 701 SF
209 NEST 789 SF
212 BALCONY 779 SF
213 BALCONY 821 SF
15840 SF
99
55. 1
3
4
5
6
8
B C DA G
7
2
E F
1
T-5.8.4.22.22
1
A4.18
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180' - 0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180'-0"
301
303
304
305 306
1
A4.16.1
1
A4.16.2
1
A4.16.3
1
A4.16.4
1
A4.16.6
1
A4.18.1
1
4.7
2
4.7
CONTEMPLATION
GARDEN
302
YOGA ROOM
RESEARCH GARDEN
READING ROOM
307
STAGE
PRINTING AREA
E-BOOKS AND (MW)
MEDIA LAB
(MW)
TOGETHER OF ALONE
SPACES
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
13'-3"40'-93/4"129'-103/32"13'-15/32"
198'-0"
OPEN TO
BELOW
OPEN TO
BELOW
N
LEVEL3A4.12.5
SCALE :
0'-0"
1/8" = 1'-0"
4'-0"
8'-0"
8'-0"
16'-0"
REFERENCED ON /1 A4.15.11/8" = 1'-0"
1
SEMI-PRIVATE ALONE OR TOGETHER
LEVEL 3
No. Name Area
301 CONTEMPLATION
GARDEN
1287 SF
302 YOGA ROOM 1444 SF
303 SERVICE POINT 314 SF
304 READING ROOM 4636 SF
305 RESEARCH GARDEN 1287 SF
306 COMPUTER LAB 1597 SF
307 PRINTING AREA 457 SF
11022 SF
100
MW
56. 1
3
4
5
6
8
B C DA G
7
2
E F
1
T-5.8.4.22.21
1
A4.18
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180' - 0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180'-0"
401
402
B07
A4.15.3 1
1
A4.16.1
1
A4.16.2
1
A4.16.3
1
A4.16.4
1
A4.16.6
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0" 20' - 5 29/32"
200' - 7 1/8"
7' - 3 19/32" EQ EQ. EQ. EQ. EQ. EQ.
OPEN BELOW
OPEN BELOW
1
A4.18.1
2
A4.18.1
1
4.7
2
4.7
MEDITATION ROOM
PRIVATE / ALONE
/PAIRS SPACES
QUIET READING ROOM
LEARNING POD
OPEN TO
BELOW
OPEN TO
BELOW
403
N
LEVEL4A4.12.6
SCALE :
0'-0"
1/8" = 1'-0"
4'-0"
8'-0"
8'-0"
16'-0"
REFERENCED ON /1 A4.15.11/8" = 1'-0"
1
LEVEL 4 - PRIVATE - ALONE
LEVEL 4
No. Room Area
401 MEDITATION ROOM 1972 SF
402 QUIET READING
ROOM
3687 SF
403 LEARNING POD 2023 SF
7683 SF
101
57. 1
3
4
5
6
8
B C DA G
7
2
E F
1
T-5.8.4.22.21
1
T-5.8.4.22.22
1
A4.17
1
A4.18
2
A4.17
1
A4.16.1
1
A4.16.2
1
A4.16.3
1
A4.16.4
1
A4.16.6
1
A4.18.1
2
4.14.1
1
4.7
2
4.7
N
ROOFLEVELA4.12.7
SCALE :
0'-0"
1/8" = 1'-0"
4'-0"
8'-0"
8'-0"
16'-0"
REFERENCED ON /1 A4.15.11/8" = 1'-0"
1
ROOF - 1-8 - Arq
102
58. REINFORCED CONCRETE MOMENT FRAMES.
The structural system consists of beams, columns, and beams-column joints that resist flexural, axial and shearing action in the case
of earthquakes. The range is between 30 to 45 feet beam depths, that will support typical gravity loads.
The Radio of the cross section dimensions for the columns shall be no less 0.4 per ACI 318 - 21.6.1.2 and a minimum column
dimension of 16 inches is suggested. Columns are 24" and beams are 32" depth.
The building structure presented in this project will be built to modern building codes including ASCE (American Society for Civil Engineering), ACI (American
Concrete Institute) and AISC (American Institute for Steel Construction). The moment frame placed along the perimeter of the building will resist lateral loads.
The moment frame is an assemblage of columns and beams rigidly connected to each other using moment connections such as extended end plate
connections that are joined with bolts or welding. The lateral force resistance of the frame is provided by the stiffness of the system, bending moment and
shear developing in members and joints, which restrain the structure from excessive lateral deflection. Lateral loads are mainly created by wind forces,
whereas gravity loads (dead and live loads) imposed on the building by self-weight of the structure, such as structural members (beams, girders, slabs),
walls, floors, utilities, roof etc. are resisted by gravity columns and transferred through beams and girders.
Due to expansive nature of the soil in DFW area and the weight of the structure, it is recommended to use foundation on drilled shafts with bell. The shaft will
be placed evenly throughout the structural grid. Concrete slab will be supported by grade beams, which in turn will be transferring the loads to drilled shaft.
COUPLE LAMINATED
WOOD BEAMS (TYP)
COUPLE LAMINATED
WOOD BEAMS (TYP)
LIGHTWEIGHT PRECAST
PANELS ROOF SYSTEM
CONCRETE COLUMNS (TYP)
CONCRETE BEAMS (TYP)
CONCRETE JOIST (TYP)
CONCRETE SLAB ON GRADE
SPAN
North- South
39-45-45-39
East-West
39-30-30-30-39
PRECAST
CONCRETE PANELS
N
STRUCTURALDIAGRAMSA4.13
1
STRUCTURAL DIAGRAMS - 1-8 ARQ
SCALE :
0'-0"
1/8" = 1'-0"
4'-0"
8'-0"
8'-0"
16'-0"
103
59. DN
1
3
4
5
6
8
B C DA G
7
2
E F
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180'-0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180' - 0"
1
3
4
5
6
8
B C DA G
6' - 0" 39' - 0" 45' - 0" 90' - 0"
7
2
E F
180' - 0"
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180'-0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0" 180' - 0"
1
3
4
5
6
8
B C DA G
7
2
E F
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180'-0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180' - 0"
1
3
4
5
6
8
B C DA G
7
2
E F
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180'-0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180' - 0"
N
STRUCTURALPLANDIAGRAMSA4.13.1
REFERENCED ON /1 A4.15.11/16" = 1'-0"
1
BASEMENT - 1-16 STRUCTURAL - R
REFERENCED ON /1 A4.15.11/16" = 1'-0"
2
LEVEL 0 - LAND - 1-16 STRUCTURAL - R
104
REFERENCED ON /1 A4.15.11/16" = 1'-0"
5
LEVEL 1 - 1-16 STRUCTURAL - R
REFERENCED ON /1 A4.15.11/16" = 1'-0"
6
LEVEL 2 - 1-16 STRUCTURAL - R
60. 1
3
4
5
6
8
B C DA G
7
2
E F
6' - 0" 39' - 0" 45' - 0" 45' - 0" 39' - 0" 6' - 0"
180'-0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180' - 0"
1
3
4
5
6
8
B C DA G
6' - 0" 39' - 0" 45' - 0" 90' - 0"
7
2
F
180' - 0"
6' - 0" 39' - 0" 45' - 0" 6' - 0"
180'-0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
180' - 0"
1
3
4
5
6
8
B C DA G
6' - 0" 39' - 0" 45' - 0" 45' - 0" 45' - 0"
180'-0"
7
2
E F
180' - 0"
6'-0"39'-0"30'-0"30'-0"30'-0"39'-0"6'-0"
N
STRUCTURALPLANDIAGRAMSA4.13.2105
1/16" = 1'-0"
4
LEVEL 3 - 1-16 STRUCTURAL - R
1/16" = 1'-0"
5
LEVEL 4 - 1-16 STRUCTURAL - R
1/16" = 1'-0"
1
ROOF LEVEL - 1-16 STRUCTURAL - R
74. LEVEL 4
60' - 0"
LEVEL 3
45' - 0"
ROOF - CLOUD
75' - 0"
LEVEL 0 - LAND
0' - 0"
G
LEVEL 1
15' - 0"
LEVEL 2
30' - 0"
F
BASEMENT
-15' - 0"
A4.18
1
GLASSRAILINGSYSTEM
3'-6"
GLASSHANDRAILSYSTEM
3'-61/2"
BIKE RACK
B08
CAFE
205
READING ROOM
304
QUIET READING ROOM
402
3'-61/8"
40
TECHNOLOGY SHOW
ROOM
STRUCTURAL SLAB
RETAINING CONCRETE
WALL
CONCRETE SLAB
18X36 GLUE LAMINATED WOOD
BEAMS BOLTED INTO STAINLESS
STEEL METAL CONNECTION
LIGHT WEIGHT PRECAST PANELS WITH
STUCCO FINISH BOLTED TO GLUE
LAMINATED WOOD BEAMS
BASE STEEL PLATE ANCHORED
TO STRUCTURAL REINFORCED
CONCRETE COLUMN
STAINLESS STEEL PLATE
CONNECTION BETWEEN
PRECAST AND WOOD BEAMS
STRUCTURAL CONCRETE
MOMENT FRAME
EXPOSED STRUCTURAL
REINFORCED MOMENT
CONCRETE FRAME (TYP.)
CONCRETE SLAB OVER METAL
DECK SUPPORTED BY CONCRETE
STRUCTURE SYSTEM (TYP.)
ACCESS FLOORING SYSTEM
(TYP.)
VOID SPACE TO RUN
DATA AND ELECTRICAL
SUPPORT FOR FLEXIBLE
SPACES (TYP.)
STRUCTURAL STEEL "ARM" ATTACHED IN
BETWEEN GLUE LAMINATED BEAMS FOR
SUPPORT THE CURVED GLAZING CURTAIN
WALL, TYPICAL AT ALL CONNECTIONS
AUTOMATED CONTROLLED
LOUVER SYSTEM
ALUMINUM EXTRUSION AT
TOP OF CURVED CURTAIN
WALL SYSTEM TO PROTECT
THE "FALLING SNOW" AND
AS A SUN SHADE
CONCRETE EDGE
FLOOR (TYP.)
SUSTAINABLE HARDWOOD FLOOR
AC DUCTS WORK
AUTOMATED CONTROLLED
LOUVER SYSTEM
CURVED GLASS
PANELS
STAIN STEEL AND GLASS
HANDRAILS
LEVEL 4
60' - 0"
LEVEL 3
45' - 0"
ROOF - CLOUD
75' - 0"
LEVEL 0 - LAND
0' - 0"
4
LEVEL 1
15' - 0"
LEVEL 2
30' - 0"
BASEMENT
-15' - 0"
1
A4.18
Level - 2
-5' - 6"
1
A4.18.1
WALLSECTIONMAINENTRYA4.18.1
3
MAIN WALL SECTION 3D
REFERENCED ON /1 A4.12.11/4" = 1'-0"
1
WS MAIN ENTRY Copy 1
119
REFERENCED ON /1 A4.12.11/4" = 1'-0"
2
WS MAIN ENTRY PARTIAL ELEVATION 1-4
75. 4
LEVEL 2
30' - 0"
0' - 9" 0' - 9" 1' - 0" 0' - 9" 0' - 9"
0' - 8" 0' - 1 1/2" 0' - 9" 0' - 1 1/2" 0' - 8"
0'-2"3'-0"0'-1"
SLOPE SLOPE
STAINLESS STEEL CONNECTION
BETWEEN CONCRETE COLUMN AND
WOOD BEAMS WELDED IN TO A BASE
PLATE
DOUBLE 9X36 GLUE LAMINATED
WOOD BEAMS AT EACH SIDE
BOLTED INTO STAINLESS STEEL
METAL SUPPORT CONNECTION
45 DEGREE UP ANGLE INDIRECT LED LIGTHING
BASE STEEL PLATE ANCHORED TO
STRUCTURAL COLUMN
PASSIVE LOW E
GLASS SYSTEM
HORIZONTAL BLIND FILTER TO
CONTROL DIRECT SUN
INTEGRATED AND INSULATED
METAL GUTTER
CONTINUOUS THERMAL BREACK
EXTRUDED BASE MECHANICALLY
ATTACHED TO STEEL PLATE FOR
SUPPORT THE CAN LIGTH
PROVIDE CONDUIT AT CORNER
STAINLES STEEL PLANTE TO RECEIVE
THE GLAZING ROOF, MECHANICALLY
ATTACHED TO TOP OF GLUE
LAMINATED BEAMS
CONTINUOUS SEAL GASKET
PVC GUTTER DRAIN PIPE
0'-31/2"
0' - 3" 0' - 3" 0' - 3"
0'-2"2'-0".
CONCRETE COLUMN AS PART OF THE
STRUCTURAL FRAME OF THE BUI;DING
DETAILSA4.19.1
Detail 0
SCALE :
0'-0"
3" = 1'-0"
1'-6"
3'-0"
3'-0"
6'-0"
120
76. ALUMINUM PERFORATED
HORIZONTAL SUN SHADE
AT EXTERIOR SIDE OF
BUILDING
INTERIOREXTERIOR
LOW E DOUBLE GLAZING
CURTAIN WALL SYSTEM
ALUMINUM PERFORATED
HORIZONTAL SUN SHADE AT
INTERIOR SIDE OF BUILDING
WOOD VERTICAL SUN SHADE
ARTICULATED AND CONTROLLED BY
AUTOMATED BUILDING SYSTEM
"ABS"
PROVIDE "END" STAINLESS STEEL CAP
PROVIDE "END" STAINLESS
STEEL CAP
6.00°6.00°
ALUMINUM EXTRUSION ATTACHMENT
TO SUPPORT SUN SHADE
MECHANISM
LOW E DOUBLE GLAZING
CURTAIN WALL SYSTEM
DETAILSA4.19.2
3" = 1'-0"
1
Detail 1
SCALE :
0'-0"
3" = 1'-0"
1'-6"
3'-0"
3'-0"
6'-0"
121
77. ELASTIC FLASHING, 40 MIL VERT
SELF ADHERED MEMBRANE
ALUM STRUCTURAL GLASS
SYSTEM
BUILT-UP STL STUD JAMB
5/8" WOOD SHIM WITH CONT
BACKER ROD AND SEALANT ON
BOTH SIDES
"NANA" WALL SYSTEM JAMB
PANEL ATTACHMENT SYSTEM
MEDIA WALL PANEL SYSTEM
R-10 CONTINUOUS RIGID INSULATION
CONTINUOUS VAPOR BARRIER
OVER 1/2" EXTERIOR SHEATHING
R-30 BATT INSULATION
8" FCMF
CONCRETE COLUMN
ALUM STRUCTURAL GLASS
SYSTEM
BUILT-UP STL STUD JAMB
5/8" WOOD SHIM WITH CONT
BACKER ROD AND SEALANT ON
BOTH SIDES
VOID SPACE TO
ALLOCATE MEDIA WALL
EQUIPMENT
DETAILSA4.19.3
SCALE :
0'-0"
3" = 1'-0"
1'-6"
3'-0"
3'-0"
6'-0"
3" = 1'-0"
1
Detail 2
122
78. BUILDINGSECTIONPUBLICSPACEA4.20
1. light weight concrete precast panels roof system
2. couple laminated wood beams
3. structural glass on main facade and roof
4. automated louvers
5. steel support
6. concrete moment frames
7. access floor with reclaimed wood
8. interior glass partitions
9. concrete metal deck
10. LOCUTORIUM
11. commons
12. learning stairs
13. technology showroom
GALLERY - PUBLIC SPACE
LOCUTORIUM
123
1
3
2
3
45
6
7
8
9
10
13 12 13