USCG MEDICAL & DENTAL CENTER KASSIE LANDVAY
ARCH 8920 COMPREHENSIVE STUDIO PROFESSOR DAVID ALLISON FINAL REVIEW - 05.03.2022
ESSENTIAL BUILDING DATA
GUIDING FACTORS | MASTERPLAN / CODES
BUILDING FOOTPRINT: 24,576 SQ.FT. BUILDING TOTAL AREA: 59,573 SQ.FT. PARKING: 20,216 SQ.FT. MECHANICAL PENTHOUSE: 12,303 SQ.FT. CONSTRUCTION TYPE: 1B WITH SPRINKLER
FLETC MASTERPLAN
OCCUPANCY CLASSIFICATION
IBC 2021 - CHAPTER 3 GROUP I-2, CONDITION 2 - PRIMARY GROUP B BUSINESS - PRIMARY GROUP A-3 ASSEMBLY - SECONDARY GROUP S-2 LOW-HAZARD STORAGE - SECONDARY
BUILDING HEIGHT, STORIES, & AREA SECTION 308 SECTION 304 SECTION 303 SECTION 311
ALLOWABLE TYPE IB WITH SPRINKLER (SM) IBC 2021 - TABLE 504.3 HEIGHT: 180 FT TABLE 504.3 STORIES: ABLE 504.4 GROUP I-2, CONDITION 2: 5 ALL OTHER: 12 AREA: TABLE 506.2 GROUP I-2, CONDITION 2: UNLIMITED GROUP B BUSINESS: UNLIMITED GROUP A-3 ASSEMBLY: UNLIMITED GROUP S-2 LOW-HAZARD STORAGE: 237,000 FT
ACTUAL TYPE IB WITH SPRINKLER (SM) IBC 2021 - TABLE 504.3 HEIGHT: 74 FT STORIES: 5 ABOVE GRADE AREA:
GROUP I-2, CONDITION 2: 16,298 SQ.FT. GROUP B BUSINESS: 23,648 SQ.FT. GROUP A-3 ASSEMBLY: 19,587 SQ.FT. GROUP S-2 LOW-HAZARD STORAGE: 32,519 SQ.FT.
GUIDING FACTORS | PRECEDENTS / DESIGN GUIDELINES
PRECEDENTS
DESIGN GUIDELINES EASY WAYFINDING EXPERIENCE
ACCESS TO DAYLIGHT & VIEWS TO NATURE
FLEXIBLE & ADAPTABLE SPACES
NATURAL DISASTER RESILIENCY
SUSTAINABLE PARKING
STORMWATER MANAGEMENT
PEREZ ART MUSEUM MIAMI BY HERZOG & DE MUERON
USCG HEADQUARTERS BY HOK
OITA PREFECTURAL ART MUSEUM SHIGERU BAN ARCHITECTS
GUIDING FACTORS | DESIGN GUIDELINES
EASY WAYFINDING EXPERIENCE
ACCESS TO DAYLIGHT & NATURAL VIEWS
DISTINCT ENTRANCE
ANODIZED ALUMINUM FIN SCREEN SYSTEM
ACCENT COLORS
OPEN-AIR PARKING
LEVEL 1 - CORAL
LEVEL 2 - PALE BLUE
LEVEL 3 - PALE GREEN
ATRIUM SKYLIGHT
2
FLEXIBLE & ADAPTABLE SPACE
NATURAL DISASTER RESILIENCY
MOVABLE ENTRANCE WALL TO OPEN UP INTO PLAZA
4
LOWER LOBBY
RECEPTION
UP
(OPEN ABOVE)
GUIDING FACTORS | DESIGN GUIDELINES
MECH.
3
ANODIZED ALUMINUM FIN SCREEN AND DEKTON + TiON CLADDING SYSTEM SHIELD FROM PROJECTILES
5
FEED
OPEN, RECONFIGURABLE WAITING SPACE
6
GROUND LEVEL IS PARKING TO ACCOMMODATE FOR FLOODING
7
SURGE WAVE HEIGHT 14’-0”
OPEN OFFICE LAYOUT IN WORK AREAS
STORM SURGE 12’-0”
MEAN HIGHER HIGH WATER 6’-9”
ED RAISED UP TO LEVEL 1 ABOVE FLOOD PLAIN
MEAN HIGH WATER 5’-4 1/2”
MEAN SEA LEVEL 2’-11”
MEAN LOW WATER 0’-2 1/4”
MEAN LOW WATER 0’-0”
ED ACCESS R CROSS ROAD
SUSTAINABLE PARKING
STORMWATER MANAGEMENT
GROUND LEVEL IS PARKING TO ACCOMMODATE FOR FLOODING A
B
C
D
E
F
1
GROUND SLOPES UP AROUND BUILDING TO ALLOW RUNOFF TO DIVERT INTO RETENTION POND AND VEGETATIVE SWALES
RECEPTION
UP
LOWER LOBBY
MECH.
3
(OPEN ABOVE)
GUIDING FACTORS | DESIGN GUIDELINES
2
4
5
GROUND LEVEL IS PARKING TO ACCOMMODATE FOR FLOODING
FEED 6
7
OPEN-AIR PARKING SURROUNDED BY GREENERY
VEGETATIVE FILTER BIOSWALES SURROUNDING BUILDING
TE AVI LEHEA ORA LTH IMA L HE GIN ALTH G/C LIN / DEN ICA T L LA AL B
BEH
CONCEPT | FORM
1. MASS
4. RAISE
2. SPLIT
3. STACK
5. DISTINGUISH
6. SCREEN
RE
CA ARY PRIM ED
CONCEPT | USE
SITE PLAN | MASTERPLAN 2
SITE PLAN | SITE CIRCULATION
USCG SERVICE MEMBERS USCG FAMILY EMERGENCY
EMERGENCY ENTRANCE
PEDESTRIAN
MAIN ENTRANCE
RENDERINGS | FRONT VIEW
RENDERINGS | REAR VIEW
RENDERINGS | NIGHT
MATERIALITY | FRONT ELEVATION
PARK AVENUE
DEKTON + TiON CLADDING
HOBSON AVENUE
NANAWALL SL-73 SYSTEM
ANODIZED ALUMINUM
GLASS
MATERIALITY | SIDE ELEVATION
EMERGENCY ACCESS ROAD
DEKTON + TiON CLADDING
CROSS STREET
NANAWALL SL-73 SYSTEM
ANODIZED ALUMINUM
GLASS
RENDERINGS | FRONT ENTRANCE
A
B
C
D
E
F
1
2
VIEW FROM PARKING GARAGE MECH.
3
LOWER LOBBY
RECEPTION
(OPEN ABOVE)
ENTRANCE AT GRADE
5
FEED 6
7
32’-0”
FLOOR PLANS | LEVEL 0
UP
4
8’-0”
UTILITY 0’
20’
50’
100’
VERTICAL CIRCULATION
32’-0”
32’-0”
CONCRETE SHEAR WALLS REINFORCED CONCRETE COLUMNS
32’-0”
• •
16’-0”
20” X 20” COLUMNS REINFORCED CONCRETE FLAT SLAB CONSTRUCTION WITH GRADE BEAMS
MECHANICAL A
B
LIFE SAFETY C
D
E
KEY
F
A
1
2
HOT WATER
SUPPLY
COLD WATER
RETURN
2 HOUR FIRE SEPARATION
EXHAUST
1 HOUR FIRE SEPARATION
C
D
E
F
1
NOTES • •
MECHANICAL & LIFE SAFETY | LEVEL 0
SHAFTS
B
2
ONE MECHANICAL ZONE DIRECT EXPANSION COOLING (DX) WITH VARIABLE AIR VOLUME (VAV) AIR HANDLING
3
3
4
4
UP
OCCUPANT LOAD
IBC 2021 - TABLE 1004.5 INSTITUTIONAL OUTPATIENT AREAS ASSEMBLY UNCONCENTRATED PARKING GARAGES ACCESSORY STORAGE/MECHANICAL
OCCUPANT LOAD FACTOR 100 GROSS 15 NET 200 GROSS 300 GROSS
UP
TOTAL SQ.FT. 39,946 19,627 20,216 12,303
5
5
6
6
7
7
LEVEL 0 0 112 101 8
TOTAL O.L PER FLOOR: 221
LEVEL 1 162 419 0 1
LEVEL 2 156 415 0 4
LEVEL 3 80 361 0 2
LEVEL 4 0 0 0 23
582
575
443
23
MIN. # OF EXITS 2 2 2 1
OCCUPANCY SEPARATION
IBC 2021 - TABLE 508.4 GROUP I-2, CONDITION 2 - GROUP A-3 ASSEMBLY: 2 HOUR GROUP B - GROUP A-3 ASSEMBLY: 1 HOUR GROUP A-3 ASSEMBLY - GROUP S-2, LOW-HAZARD STORAGE: 1 HOUR
RENDERINGS | LOWER LOBBY
RENDERINGS | LOWER LOBBY FROM MAIN ENTRANCE
ALUMINUM SHADING FINS
CEILING WAVE BAFFLES
HANGING PLANTINGS
SUITEPLANTS GREEN WALL
streamLined Process 1
Initial Consultation y Review project criteria such as timeline, size, budget, design goals, etc.
2
Design Phase y Select a living wall that fits both your budget and design goals y Determine plant pattern, irrigation method, and supplemental lighting needs
3
Pre-Installation y Shop drawing(s), field measurements, MEP documents, etc. y Source plants and start pre-growing in greenhouses
SECTIONS | CROSS SECTION A-A’
4
Installation y LivePaneL hardware installed on site y Coordinate with MEP trades for irrigation and lighting y After irrigation and lighting are tested successfully, plants arrive on site to be installed
5
Maintenance y Every green wall requires ongoing plant maintenance y Nationwide network of experienced plant maintenance providers y Hardware and plant warranty Denver, Colorado
SURGE WAVE HEIGHT 14’-0”
STORM SURGE 12’-0”
MEAN HIGHER HIGH WATER 6’-9”
MEAN HIGH WATER 5’-4 1/2”
MEAN SEA LEVEL 2’-11”
MEAN LOW WATER 0’-2 1/4”
MEAN LOW WATER 0’-0”
ED ACCESS ROAD CROSS ROAD
0’
20’
50’
100’
RENDERINGS | STORM CONDITIONS
A
B
C
D
E
F
EXAM
EXAM
TLT.
EXAM
EXAM
EXAM
EXAM
EXAM
EXAM
EXAM
1
EXAM
OBS.
OBS.
TLT. TLT. OBS.
DICT. SECURE MEDS
DICT. SOIL MEDS SECURE
CL.
NURSE WORK
EXAM
NURSE WORK
EXAM
2
TLT. TLT. OBS. VERT.
TRAUMA
DISCH.
C
FINANCE
VERT.
ENTRANCES FROM GRADE
WHL.
LOBBY (OPEN ABOVE)
12’-0”
4
CONCRETE SHEAR WALLS
(OPEN BELOW)
STEEL COLUMNS STEEL JOISTS & BEAMS
RECEP.
5
CAFE ULTRA
U.TLT.
ELEC.
UTIL.
UTILITY
DATA
CAFE STO.
TLT. TLT.
STO. JAN.
CLEAN
PHLE.
A
6
CH.
CH.
TLT.
TLT.
UTILITY
OFFICE
CT SCAN
TECH.
CLINICAL LAB
IMAGING
OFFICE
EQUIP.
CLINICAL LAB EMERGENCY DEPARTMENT
EQUIP. RADIOGRAPHY
7
UTILITY 0’
20’
50’
32’-0”
B
DN
ENTRANCE AT GRADE
3
OFFICE
MECH.
EMS WORK
SEC.
DN
VERT.
UP
TRIAGE
TLT. D.TLT.
FLOOR PLANS | LEVEL 1
TRAUMA
UTIL.
DECONTAM.
AMBULANCE ENTRANCE AT GRADE
VERT. VERT.
VERT.
32’-0”
VERT. VERT.
100’
VERTICAL CIRCULATION
32’-0”
32’-0”
16’-0”
STEEL STRUCTURE • W10 COLUMNS • GIRDERS: W27X146 • BEAMS: W18X76 • CORRUGATED METAL DECKING: 2” DEPTH WITH 5” CONCRETE TOPPING SLAB
MECHANICAL
MECHANICAL & LIFE SAFETY | LEVEL 1
A
LIFE SAFETY B
C
D
E
F
A
A B
B C
C D
D E
E F
1
1
2
2
3
3 DN
DN
UP
UP UP
MECH. (DX) SHAFT ABOVE
4
4 DN
DN
DN
OPEN ABOVE
OPEN ABOVE
5
5
DATA
ELEC.
UP
6
6
7
7
EXHAUST HOOD
NOTES
KEY SHAFTS
HOT WATER
SUPPLY
COLD WATER
RETURN
2 HOUR FIRE SEPARATION
EXHAUST
1 HOUR FIRE SEPARATION
• •
THREE MECHANICAL ZONES DIRECT EXPANSION COOLING (DX) WITH VARIABLE AIR VOLUME (VAV) AIR HANDLING [ZONES 1, 2, &3]
KEY
SMOKE COMPARTMENTS AREA
MAX. TRAVEL DISTANCE
2 HOUR FIRE SEPARATION
1 - GROUP I-2
10,200 SQ.FT. 136 FT.
1 HOUR FIRE SEPARATION
2 - GROUP A-3
7,600 SQ.FT.
140 FT.
EGRESS & TRAVEL DISTANCE
3 - GROUP I-2
4,900 SQ.FT.
103 FT.
A
A
B
C
D
E
B
C
D
F
1
2
3 DN
UP
MECHANICAL | ED EXAM MODULES
MECH. (DX) SHAFT ABOVE
4 DN
OPEN ABOVE
5
DATA
ELEC.
6
EXHAUST HOOD
7
KEY SHAFTS
HOT WATER
SUPPLY
COLD WATER
RETURN
2 HOUR FIRE SEPARATION
EXHAUST
1 HOUR FIRE SEPARATION
MECH. (DX) SHAFT ABOVE
RENDERINGS | LOBBY
RENDERINGS | NIGHT GREENERY
RENDERINGS | ED NURSE STATION
LED STRIP LIGHTING
HERMAN MILLER: COMMEND
GYPSUM3D WALL PANELS
ACCENT PAINT COLOR
PATIENT TOILET 10’-0”
1’-0”
MOBILE DOCUMENTATION STATION PROVIDER MOBILE CHAIR EXAMINATION LIGHT
3’-0”
FGI BED CLEARANCE
MOBILE, LOCKABLE SUPPLY STORAGE HAND WASHING STATION MOUNTED SCREEN
9’-6”
VISITOR CHAIR
3’-0”
12’-6”
3’-0”
5’-0”
7’-8”
2’-6”
4’-0”
ENLARGED PLANS | ED EXAM ROOM & PATIENT TOILET
ED EXAM ROOM
RENDERINGS | PATIENT EXAM ROOM
A
B
C
D
E
F
1
EXAM
EXAM
PROCEDURE
OFFICE OFFICE
EXAM
PROCEDURE
EXAM
EXAM
UTIL.
DICT. UTIL.
EXAM
NURSE WORK
EXAM
DICT.
SOILED CLEAN
NURSE WORK
EXAM
SOILED CLEAN
EXAM
EXAM
CHECK
EXAM LOUNGE
OFFICE OFFICE OFFICE
LOUNGE
TLT.
CHECK
TLT. SH.
UTILITY & MED GAS STOR.
3 DN
TLT.
32’-0”
RESOURCE
2
EXAM
C 12’-0”
4
32’-0”
B
FLOOR PLANS | LEVEL 2
CONCRETE SHEAR WALLS
(OPEN BELOW)
STEEL COLUMNS STEEL JOISTS & BEAMS 5
CLASSROOM
BEHAVIORAL HEALTH CHECK
TLT.
ELEC. WORK
TLT.
UTIL.
EXAM
EXAM
TLT.
DATA
$ RETAIL REFIL MEDS
CON. CON.
DENTAL CLINIC A
6
CON.
PHARMACY
CON. EXAM
EXAM
PANO OFFICE OFFICE OFFICE
GROUP
HEALTH EDUCATION
PRIMARY CARE CLINICS
CON. 7
UTILITY 0’
20’
50’
100’
VERTICAL CIRCULATION
32’-0”
32’-0”
16’-0”
STEEL STRUCTURE • W10 COLUMNS • GIRDERS: W27X146 • BEAMS: W18X76 • CORRUGATED METAL DECKING: 2” DEPTH WITH 5” CONCRETE TOPPING SLAB
MECHANICAL
MECHANICAL & LIFE SAFETY | LEVEL 2
A
LIFE SAFETY B
C
D
E
F
A
B
C
D
E
F
1
1
2
2
3
3
DN
DN
MED GASES
4
4
(OPEN BELOW)
(OPEN BELOW) 5
5
6
6
7
7
NOTES
KEY SUPPLY
HOT WATER
RETURN
COLD WATER
EXHAUST
SHAFTS
BRANCH CONT.
2 HOUR FIRE SEPARATION
VRF TERMINAL
1 HOUR FIRE SEPARATION
• • •
THREE MECHANICAL ZONES VARIABLE REFRIGERANT FLOW (VRF) SYSTEM SUPPLIED WITH DIRECT OUTDOOR AIR (DOA) UNITS [ZONES 1 & 3] DIRECT EXPANSION COOLING (DX) WITH VARIABLE AIR VOLUME (VAV) AIR HANDLING [ZONE 2]
KEY
SMOKE COMPARTMENTS AREA
MAX. TRAVEL DISTANCE
2 HOUR FIRE SEPARATION
1 - GROUP B
8,800 SQ.FT.
142 FT.
1 HOUR FIRE SEPARATION
2 - GROUP A-3
9,500 SQ.FT.
96 FT.
EGRESS & TRAVEL DISTANCE
3 - GROUP B
4,200 SQ.FT.
103 FT.
RENDERINGS | LEVEL 2 ATRIUM VIEW
RENDERINGS | DENTAL EXAM BAYS
HOME-LIKE FIXTURES
ANODIZED ALUMINUM SCREEN
FROSTED GLASS DIVIDER PANELS
ACCENT PAINT COLOR
SECTIONS | CROSS SECTION B-B’
ALUMINUM SHADING FINS
SURGE WAVE HEIGHT 14’-0”
STORM SURGE 12’-0”
MEAN HIGHER HIGH WATER 6’-9”
MEAN HIGH WATER 5’-4 1/2”
MEAN SEA LEVEL 2’-11”
MEAN LOW WATER 0’-2 1/4”
MEAN LOW WATER 0’-0”
0’
20’
50’
100’
DEKTON + TiON CLADDING
HELIPAD
HERMAN MILLER: COMMEND
A
B
C
D
E
F
1
2
UP
KITCHEN
STORAGE
PANTRY
3
32’-0”
TLT.
C WARROOM
12’-0”
4
B (OPEN ABOVE)
HUDDLE 5
CLASSROOM CONFERENCE
TRAINING STO.
HOT
HOT
HOT
6
TELEHEALTH
OFFICE
HOT
A
HEALTH EDUCATION OFFICE
WORKROOM
CONFERENCE
OFFICE
WORKSTATIONS
TLT.
SERVER
OFFICE
TLT.
DATA
HUDDLE
ELEC.
HUDDLE
FLOOR PLANS | LEVEL 3
(OPEN BELOW)
7
UTILITY 0’
20’
50’
100’
32’-0”
32’-0”
16’-0”
STEEL STRUCTURE • W10 & W12 COLUMNS STEEL COLUMNS • GIRDERS: W27X146 • BEAMS: W18X76 STEEL GIRDERS, JOISTS, & BEAMS • CORRUGATED METAL DECKING: 2” DEPTH WITH 5” CONCRETE TOPPING SLAB CONCRETE SHEAR WALLS
HUDDLE
ELEC.
32’-0”
VERTICAL CIRCULATION
MECHANICAL A
LIFE SAFETY B
C
D
E
F
A
B
D
E
F
1
1
2
2
UP
MECHANICAL & LIFE SAFETY | LEVEL 3
C
UP
(OPEN BELOW)
3
3
4
4
(OPEN BELOW)
(OPEN ABOVE)
(OPEN ABOVE)
5
5
WON-DOOR POCKET
WON-DOOR POCKET
6
6
7
7
NOTES
KEY SUPPLY
HOT WATER
RETURN
COLD WATER
EXHAUST
SHAFTS
BRANCH CONT.
2 HOUR FIRE SEPARATION
VRF TERMINAL
1 HOUR FIRE SEPARATION
• • •
THREE MECHANICAL ZONES VARIABLE REFRIGERANT FLOW (VRF) SYSTEM SUPPLIED WITH DIRECT OUTDOOR AIR (DOA) UNITS [ZONES 1 & 3] DIRECT EXPANSION COOLING (DX) WITH VARIABLE AIR VOLUME (VAV) AIR HANDLING [ZONE 2]
KEY
SMOKE COMPARTMENTS AREA
MAX. TRAVEL DISTANCE
2 HOUR FIRE SEPARATION
1 - N/A
N/A
N/A
1 HOUR FIRE SEPARATION
2 - GROUP A-3
6,200 SQ.FT.
120 FT.
EGRESS & TRAVEL DISTANCE
3 - GROUP B
8,300 SQ.FT.
103 FT.
RENDERINGS | TELEHEALTH WORK SPACE
HOME-LIKE FIXTURES
ANODIZED ALUMINUM SCREEN
MOVABLE GLASS WALLS
ACCENT PAINT COLOR
A
B
C
D
E
F
1
2
UP
HEAT PUMPS (4)
RETURN AIR VENT
EXHAUST AIR VENT EXHAUST
EXHAUST
EXHAUST
DX UNIT
DOA UNIT
DX UNIT
3
DOA UNIT
32’-0”
FRESH AIR VENT
C 12’-0”
4
32’-0”
B
FLOOR PLANS | LEVEL 4
CONCRETE SHEAR WALLS STEEL COLUMNS
UTILITY
5 EXHAUST
RAIN BARRELS
EXHAUST AIR VENT
STEEL JOISTS & BEAMS
32’-0”
32’-0”
STEEL STRUCTURE • W10 COLUMNS • GIRDERS: W27X146 • BEAMS: W18X76 • CORRUGATED METAL DECKING: 3” DEPTH
VERTICAL CIRCULATION
ELECTRIC GENERATOR WATER SERVICE
RETURN AIR VENT
KEY
A
EXHAUST AIR VENT
2 HOUR FIRE SEPARATION
6
1 HOUR FIRE SEPARATION BOILER DOA UNIT
DOA UNIT
CHILLER
EGRESS & TRAVEL DISTANCE
DX UNIT
0’
20’
7
50’
NOTES
KEY
FRESH AIR VENT HEAT PUMPS (4)
100’
SHAFTS
HOT WATER
SUPPLY
COLD WATER
RETURN
2 HOUR FIRE SEPARATION
EXHAUST
1 HOUR FIRE SEPARATION
• •
16’-0”
SEPARATE ATRIUM SMOKE EVACUATION SYSTEM HEAT PUMPS ON RIDGES OF ROOF
FLOOR PLANS | ROOF PLAN
C
B
A
SLOPE DOWN TO ROOF DRAINS ROOF DRAINS HEAT PUMP LOCATIONS HELIPAD DRAINS
0’
20’
50’
100’
HELIPAD WATER PUMP
SECTIONS | LONGITUDINAL SECTION C-C’
EXTERIOR VEGETATIVE RIDGES
HANGING PLANTINGS
WALL SECTION A
SURGE WAVE HEIGHT 14’-0”
STORM SURGE 12’-0”
MEAN HIGHER HIGH WATER 6’-9”
MEAN HIGH WATER 5’-4 1/2”
MEAN SEA LEVEL 2’-11”
MEAN LOW WATER 0’-2 1/4”
MEAN LOW WATER 0’-0”
0’
20’
50’
100’
SKY LIT ATRIUM
WALL SECTION B
HELIPAD
SECTIONS | DRAINAGE & WATER
RETENTION POND
0’
20’
50’
EXTERIOR VEGETATIVE RIDGES
100’
RAIN BARREL IRRIGATION
SEPARATE HELIPAD DRAINAGE
ROOF MEMBRANE OVER 1” PROTECTION BOARD ROOF INSULATION ASSEMBLY
DEKTON + TiON CLADDING SYSTEM
DEKTON BY COSENTINO + TiON CLADDING SYSTEM
WALL SECTION | A (TYPICAL WALL)
SEE DETAIL A1
SEE DETAIL A2
INTERIOR CLERESTORY WINDOW 5/8” GYPSUM BOARD OVER METAL FRAMING MECHANICAL SYSTEM EQUIPMENT
ALUMINUM SCREEN AND FINS BOLTED TO VERTICAL ALUMINUM MULLIONS ARMSTRONG FLOORING LVT NIDRA/MEDINTECH OVER 2” CONCRETE TOPPING SLAB 4” RIGID INSULATION 12” REINFORCED CONCRETE FLAT PLATE SLAB 20” X 20” REINFORCED CONCRETE COLUMN OVER GRADE BEAM 10” CONCRETE STRUCTURAL SLAB PERIMETER DRAINAGE GRATE 18” DEEP CONCRETE PILE CAP 12” CONCRETE PILES
AESTHETICS
• CUSTOMIZABILITY • PRECISION OF PERFECT ALIGNMENT IN ALL AXES • ABILITY TO ADJUST FOR IRREGULARITIES
DURABILITY • • • • •
WEATHER RESISTANCE LOW POROSITY LOW MAINTENANCE RAINSCREEN LONG LASTING LIFE SPAN
ENVIRONMENTALLY FRIENDLY • • • •
NO PLASTIC / RESIN COMPONENTS ENERGY USE MITIGATION (EX. SHIED HVAC SPACES FROM HEAT/SUN) MOISTURE MITIGATOR LONG LASTING LIFE SPAN
CONSTRUCTION TYPE
TYPE IB WITH SPRINKLER IBC 2021 - TABLE 601 PRIMARY STRUCTURAL FRAME BEARING WALLS NON-BEARING WALLS AND PARTITIONS FLOOR CONSTRUCTION ROOF CONSTRUCTION
HOUR RATING 2 HOUR 2 HOUR 0 HOUR 2 HOUR 1 HOUR
VENTING LOUVERS COPING OVER 1X BLOCKING FLASHING 5/8” CEMENT BOARD 4” BLOWN-IN INSULATION HSS4 TUBE STEEL BEHIND METAL FRAMING AND INSULATION WATER PROOF MEMBRANE OVER 1” SHEATHING DEKTON BY COSENTINO + TiON CLADDING SYSTEM ROOF MEMBRANE 1” PROTECTION BOARD ROOF INSULATION ASSEMBLY
WALL SECTION | DETAIL A-1
3.5” CONCRETE TOPPING SLAB OVER 2” METAL DECKING METAL FRAMING OVER 1X BLOCKING 4” DRAINAGE PIPE W18X76 STEEL BEAM W27X146 STEEL GIRDER CONCEALED ROLLER SHADES KAWNEER FG-623 WINDOW WALL SYSTEM CEILING SUSPENSION CABLES
USG DRYWALL GRID SUSPENSION SYSTEM W10 STEEL COLUMN (HIDDEN) ALUMINUM SCREEN AND FINS BOLTED TO VERTICAL ALUMINUM MULLIONS
ANODIZED ALUMINUM FIN AND SCREEN FRAME BOLTED TO VERTICAL ALUMINUM MULLIONS KAWNEER FG-623 WINDOW WALL SYSTEM: CLEAR GLASS PANEL
ARMSTRONG FLOORING LVT NIDRA/MEDINTECH OVER 3/4” PLYWOOD 3.5” CONCRETE TOPPING SLAB OVER 2” METAL DECKING KAWNEER ALUMINUM SLAB EDGE COVER OVER WATER PROOF MEMBRANE AND 1X BLOCKING 4” BLOWN-IN INSULATION IN METAL FRAMING W27X146 STEEL GIRDER WITH SPRAY FIREPROOFING CEILING SUSPENSION CABLES W18X76 STEEL BEAM
WALL SECTION | DETAIL A-2
KAWNEER FG-623 WINDOW WALL SYSTEM: TRANSLUCENT GLASS PANEL CONCEALED ROLLER SHADES 5/8” GYPSUM BOARD TITUS FLOWTEE 1.5 INCH LINEAR SLOT DIFFUSER
KAWNEER FG-623 WINDOW WALL SYSTEM: TRANSLUCENT GLASS PANEL USG DRYWALL GRID SUSPENSION SYSTEM W10 STEEL COLUMN (HIDDEN)
KAWNEER FG-623 WINDOW WALL SYSTEM: CLEAR GLASS PANEL
SEE TYPICAL DETAIL A1
ALUCOBOND AXCENT WRAP
WALL SECTION | B (THROUGH ATRIUM) & DETAIL B1
SHEATHING KAWNEER 2500 PG UNITIZED CURTAIN SYSTEM
SCHOECK ISOKORP TYPE S THERMAL BREAK ALUMINUM FLANGE WELDED TO W27X146 STEEL GIRDER ANODIZED ALUMINUM FIN AND SCREEN FRAME BOLTED TO VERTICAL ALUMINUM MULLIONS
SEE DETAIL B2
SEE DETAIL B1
ANODIZED ALUMINUM ENTRANCE CANOPY ANODIZED ALUMINUM FIN AND SCREEN FRAME BOLTED TO VERTICAL ALUMINUM MULLIONS DEKTON BY COSENTINO + TiON CLADDING SYSTEM SEE DETAIL B3 20” X 20” REINFORCED CONCRETE COLUMN OVER GRADE BEAM 10” CONCRETE SLAB OVER GRAVEL 18” DEEP CONCRETE PILE CAP 12” CONCRETE PILES
ALUMINUM WELDED “L” BRACKET FOR ALUMINUM CANOPY BRACE SUPPORT DEKTON BY COSENTINO + TiON CLADDING SYSTEM BEHIND
HSS4 STAINLESS TUBE STEEL FOR SUPPORT (LEVELS 3&4) W10 STEEL COLUMN (HIDDEN) ARMSTRONG FLOORING LVT NIDRA/MEDINTECH OVER 3/4” PLYWOOD 3.5” CONCRETE TOPPING SLAB OVER 2” METAL DECKING 4” FIRESTOP KAWNEER 2500 PG UNITIZED CURTAIN SYSTEM WITH BACKPAN 4” RIGID INSULATION
WALL SECTION | DETAIL B2
W18X76 STEEL BEAM WITH SPRAY FIREPROOFING W27X146 STEEL GIRDER WITH SPRAY FIREPROOFING STEEL SUPPORT BRACKET
CEILING SUSPENSION CABLES ARMSTRONG CEILING METALWORKS LINEAR CLASSICS
KAWNEER 2500 PG UNITIZED CURTAIN SYSTEM: GLASS VENT OPERABLE WINDOW DEKTON BY COSENTINO + TiON CLADDING SYSTEM REVEAL
KAWNEER 2500 PG UNITIZED CURTAIN SYSTEM: CLEAR GLASS
KAWNEER 2500 PG UNITIZED CURTAIN SYSTEM: CLEAR GLASS ARMSTRONG FLOORING LVT NIDRA/MEDINTECH OVER 3/4” PLYWOOD 2” CONCRETE TOPPING SLAB 4” RIGID INSULATION
12” CONCRETE SLAB WITH PERIMETER BEAM KAWNEER 2500 PG UNITIZED CURTAIN SYSTEM WITH BACKPAN
ARMSTRONG CEILING METALWORKS LINEAR CLASSICS
WALL SECTION | DETAIL B3
NANAWALL SL-73 DOOR SYSTEM
ARMSTRONG FLOORING LVT NIDRA/MEDINTECH OVER 3/4” PLYWOOD 2” CONCRETE TOPPING SLAB 4” RIGID INSULATION THERMAL BREAK 10” CONCRETE STRUCTURAL SLAB GRAVEL 12” CONCRETE STRUCTURAL SLAB
KALWALL CLEARSPAN SKYLIGHT OPEN-WEB STEEL JOIST HANGING PLANTINGS ATTACHED TO ALUMINUM FRAME WITH DRAINAGE PIPING 5/8” GYPSUM BOARD OVER METAL FRAMING VENTING/EXHAUST LOUVERS SAFETY/HAND RAILINGS W18X76 STEEL BEAM WITH SPRAY FIREPROOFING
WALL SECTION | C (INTERIOR ATRIUM)
W27X146 STEEL GIRDER WITH SPRAY FIREPROOFING ARMSTRONG CEILING METALWORKS LINEAR CLASSICS KAWNEER FG-623 WINDOW WALL SYSTEM: CLEAR GLASS PANEL SUITEPLANTS LIVEPANEL LIVING WALL
W10 STEEL COLUMN ARMSTRONG FLOORING LVT NIDRA/MEDINTECH OVER 2” CONCRETE TOPPING SLAB 4” RIGID INSULATION 12” REINFORCED CONCRETE FLAT PLATE SLAB 20” X 20” REINFORCED CONCRETE COLUMN OVER GRADE BEAM 10” CONCRETE STRUCTURAL SLAB 18” DEEP CONCRETE PILE CAP 12” CONCRETE PILES
WALL SECTION | 3-DIMENSIONAL
AT ROOF
AT TYPICAL FLOOR PLATE
AT LEVEL 1 FLOOR PLATE
MODEL | 1/32” = 1’-0”
MODEL FRONT
MODEL AERIAL
MODEL REAR
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