CLEMSON STUDENT
AND
RENEE RITCHIE ARCH 8920-004 COMPREHENSIVE STUDIO IN ARCHITECTURE + HEALTH PROFESSOR DAVID ALLISON APRIL 27, 2021: FINAL REVIEW
1
HEALTH & WELLNESS 01
ENCOURAGE THE WELL-BEING OF MIND, BODY, AND SPIRIT
• PROVIDE USERS WITH A RELAXING, HEALING ENVIRONMENT • CREATE SPACES FOR SOCIALIZATION AND RETREAT • INCORPORATE ACTIVITY INTO THE DESIGN • INCORPORATE OUTDOORS
02
ADAPT TO THE PUBLIC’S NEED
• SERVE THE STUDENT POPULATION BEYOND THE MEANS OF HEALTHCARE (RECREATION SPACE) • BE ABLE TO HANDLE SURGES FROM PANDEMIC OR NATURAL DISASTER
03
PROMOTE ENVIRONMENTAL STEWARDSHIP
• BIOSWALES • GREEN ROOF • RAINWATER HARVESTING • PERMEABLE PAVEMENT • NATURAL DAYLIGHTING • BUILDING AS TEACHING TOOL
2
1. STACK
2. CENTER
3. ENTER
4. LIGHT
5. SHADE
6. BIOSWALES
3
* DATA FROM CLEMSON LONG-TERM FRAMEWORK PLAN
~76.2% DAILY DRIVING TRIPS FROM NORTH + EAST* Created by Komkrit Noenpoempisut from the Noun Project
HWY 93 Created by Komkrit Noenpoempisut from the Noun Project
~13.3%
WILLIAMSON RD
DAILY DRIVING TRIPS FROM WEST*
~10.5%
N 0’
50’
DAILY DRIVING TRIPS FROM SOUTH*
100’
SITE RECREATION BLDGS
SLOAN TENNIS
RECREATION FIELDS
CENTER
STUDENT HOUSING ACADEMIC BLDGS Created by Makarenko Andrey from the Noun Project
HWY 93
HEISMAN ST
PE
RI
ME
TE
R
WEST CAMPUS: 2,640 STUDENTS
RD Created by Makarenko Andrey from the Noun Project
EAST CAMPUS: 4,975 STUDENTS FIKE RECREATION CENTER
Created by Makarenko Andrey from the Noun Project
4
1
ACCESS
UTILIZE EXISTING CURB CUT FOR MAIN VEHICULAR ENTRY
HWY 93
1
CREATE BIOSWALES TO RECHARGE THE GROUNDWATER IN AREAS WHERE STORM WATER RUN-OFF CURRENTLY ACCUMULATES
WILLIAMSON RD
2 DRAINAGE
2
4
3 PRESERVATION KEEP THE LIVE-OAKS AROUND THE SITE, AND MAINTAIN DISTANCE FROM ROOT STRUCTURE. SUPPLEMENT WITH ADDITIONAL TREES AROUND NORTH AND EAST EDGES
SLOAN TENNIS
4 TOPOGRAPHY
CENTER
BUILD ACCESS DRIVE ALONG EASTERN EDGE, AND CREATE ONGRADE ACCESS TO LEVEL 2
5
3
HEISMAN ST 5 CONTEXT CREATE A SOUTH / SOUTH-EAST CONNECTION WITH FIKE AND STUDENT ACCESS
N 0’
50’
100’
FIKE RECREATION CENTER 5
ESSENTIAL BLDG DATA:
• 2018 IBC • 2009 ICC A117.1 • 2018 IFC • 2018 IPC
• HEIGHT: 4 FLOORS, HIGHEST ROOF PITCH 75 FT ABOVE SLAB ON GRADE • BLDG FOOTPRINT: 47,500 SQFT • BLDG TOTAL AREA: 160,000 SQFT
FIRE DEPT. ACCESS: • FIRE ACCESS ROAD: MIN. 20’ WIDE
• TOTAL SITE SIZE: 200,950 SQFT • IMPERVIOUS SURFACES: 65,300 SQFT • SEMI-PERMEABLE SURFACES: 19,000 SQFT • PERMEABLE SURFACES: 116,650 SQFT
• REQUIRED TURNING RADIUS: 25’ • DISTANCE FROM ROAD <150’ IFC 2018 - 503.1.1
• AREA OF REFUGE AT BASE OF EMERGENCY STAIRS IBC 2018 - 1009.3.3
•
= EXISTING FIRE HYDRANT IFC 2018 - TABLE C102.1
DISTANCE TO PROPERTY LINE: 75’
SITE:
IFC 2018 - 503.2.1
IFC 2018 - 503.2.4, 503.2.5
75’ BUILDING SETBA CK
PARKING:
• SEE ADA PARKING INFO ABOVE • NO EXTERIOR STAIRS ARE PRESENT
SLOAN TENNIS
682’
FIRE ACCESS: 140’ ON LVL 1
CENTER
700’
686’
692’
696’
NE
ACCESSIBILITY:
700’
688’
PROPERTY LI
• PARKING SPACES 9’-0” X 18’-0” WITH 24’-0” AISLE • SURFACE PARKING: 36 SPOTS (3 ADA VAN ACCESSIBLE) • GARAGE PARKING: 37 SPOTS (3 ADA VAN ACCESSIBLE) • TOTAL PARKING: 73 SPOTS, 6 ADA VAN ACCESSIBLE • PEDESTRIAN WALKWAYS: 10’ MIN, 22’ MAX.
688’
FIRE LANE: 25’ FOR TURNING RADIUS
FIRE ACCESS ON LVL 2
• SITE ZONE: ATHLETIC / RECREATION • GENERALLY, NO MORE THAN 4 FLOORS • NO MORE THAN 60% IMPERVIOUS SURFACE ON SITE (85’) • 6-0” MINIMUM PEDESTRIAN WALKWAYS
• PARKING: 28,000 SQFT • MECH ATTIC: 25,000 SQFT • ROOFTOP TERRACE: 7,800 SQFT • BLDG PROGRAM: 99,000 SQFT
FIRE ACCESS: 78’ ON LVL 1
WILLIAMSON RD
CLEMSON DESIGN PRINCIPLES GUIDELINES & PLANNING STANDARDS
HWY 93 676’ ELEVATION
APPLICABLE BLDG CODE:
FIRE ACCESS: 75’ ON LVL 1
HEISMAN ST
FIRE ACCESS: 44’ ON LVL 2
• MAX RAMP SLOPE IS 1:12 ICC 2009 - 406.2
• MAX FLARED SIDES ON CURB RAMPS IS 1:10
N
ICC 2009 - 406.3.1
0’
50’
100’
FIKE RECREATION CENTER 6
LOOKING SOUTH-EAST
7
STRUCTURE
32’
32’
32’ 22’ 32’ 22’ 32’ 22’ 32’ 22’ 32’
22’
22’
32’
32’ 32’
32’
32’
32’
16’ 16’ 16’ 16’ 16’
CONSTRUCTION TYPE IIA, W/ SPRINKLER
LEVEL 1 PARKING: CONCRETE DECK ON 2’-0” CONCRETE COLUMNS
IBC 2018, TABLE 601
LEVEL 2: STEEL CONSTRUCTION
• PRIMARY STRUCTURAL FRAME
1 HR
• WALLS (BEARING, INTERIOR)
1 HR
• PARTITIONS
0 HR
• FLOOR CONSTRUCTION
2 HR
• ROOF CONSTRUCTION
1 HR
• INTERIOR STRUCTURAL COLUMNS: W12 • ATRIUM COLUMNS: HSS12 • EXTERIOR COLUMNS: HSS8 • CONCRETE SHEER WALLS AROUND ELEVATORS / STAIR CORES • CROSS BRACING ON END FACADES
22’
FIREPROOFING CONSIDERATIONS • SPRAYED FIRE-RESISTANT MATERIALS (SFRM) ARE APPLIED TO STEEL STRUCTURE (IBC 2018, 704.13) • AREAS OF EXPOSED STRUCTURE HAVE INTUMESCENT PAINT (IBC 2018, 704.13.3.2)
CONCRETE SHEER WALL
• TYPE II CONSTRUCTION: PROJECTIONS FROM WALLS SHALL BE OF NONCONBUSTIBLE MATERIALS OR APPROVED COMBUSTABLE
CROSS BRACING
MATERIALS (IBC 2018, 705.2.1)
INTERRUPTION TO REGULAR BAY SPACING FOR GREENHOUSES
• EXTERIOR WALLS ARE FIRE-RESISTANCE RATED, VIEW LIFE SAFETY PAGE 21 FOR MORE INFO (IBC 2018, 705.5, TABLES 601 &
602)
8
LEVEL 1
C
B
LVL 1 : CONCRETE SLAB ON GRADE + CONCRETE COLUMNS CONCRETE SHEER WALL CROSS BRACING
C
INTERRUPTION TO REGULAR BAY SPACING FOR GREENHOUSES
B
A
A
SERVICE
PARKING
A
A 0’
25’
50’
C
B
VESTIBULE ENTRY
VEHICULAR
FRONT DESK
SERVICE
O
CLASS
PEDESTRIAN
ELEC
O
HEALTH MGMT
STAFF BREAK
MECH
ADMIN
O
WORK
CONF
KIOSK CHECK-IN / EVENT SPACE
WC
CLASS
SERVICE
O
OUTDOOR
O
O
O
O
O
EX O
MECH / PUMP ROOM
PHARMACY WC
DIR O
RETAIL
PUBLIC VERT CIRC MEP 0’
25’
50’
N
C
B
9
VIEW FROM PARKING LOT
2
3
01. METAL FABRIC SOLAR SHADING
1
02. SOLAR SHADING LOUVERS 03. PARKING IN THE PARK 04. BIOSWALES 05. NATURE INTEGRATED WITH BUILT ENVIRONMENT
5
4
10
LEVEL 2
C
B
LVL 2 : CONCRETE SLAB + STEEL COLUMNS CONCRETE SHEER WALL CROSS BRACING
C
INTERRUPTION TO REGULAR BAY SPACING FOR GREENHOUSES
B
A
WAITING
IT
STAFF WORK
STAFF WORK
ELEC STAFF
WC WC
O
WAITING
SPORTS MEDICINE
A
A
O
GREENHOUSE
O
O
A 0’
25’
50’
C
B
WAITING
O
WOMEN’S CLINIC
GREENHOUSE DAYLIGHT
O O
PEDESTRIAN
WC
US ELEC
RAD
CLASS
CLINICS
IT STAFF
OUTDOOR PUBLIC
DRESS WC
LAB
DRESS SPEC
MECH WC
DIAGNOSTIC
WC
O
O
O WC
RF O
O
O STUDY
CLASS
STOR
STUDY
EMT
GREENHOUSE
EMT WC
CHECK-IN
ISO WAITING VESTIBULE
PATIENT WAITING
GENERAL MEDICINE
E
E
E
SUPPLY TREATMENT WC
O
E
E
E
UTILITY TREATMENT WC
O
SCREEN SCREEN
STAFF WORK
E
E
E
SUPPLY TREATMENT WC
O
E
E
E
UTILITY TREATMENT WC
O
GREENHOUSE
M IT E
O
VERT CIRC MEP 0’
DAYLIGHT 25’
50’
N
C
B
11
EQ 10' - 0"
1' - 6"
2' - 0"
5' - 0" 2' - 8"
4' - 8"
3' - 6"
SINK UPON ENTRY
1' - 0"
4' - 0"
2’-8” CLEAR ON EACH SIDE OF BED
WORK SURFACE / STORAGE 3' - 0"
MOBILE CARE PROVIDER CHAIR
80 SQFT CLEAR
PATIENT/FAM CHAIR
2' - 0"
4. TOILET STALLS 10' - 1" 5' - 0"
0' - 4"
3' - 2"
EQ
15' - 0"
2' - 6"
2' - 8"
2. TREATMENT ROOM - FGI
4' - 0"
EQ
4' - 0"
DOOR SWING CLEARANCE (24” X 54”)
UPPER CABINETS WORK SURFACE
ADA COMPLIANT
SINK UPON ENTRY 3' - 6"
1' - 10"
1' - 6"
5' - 0"
1' - 0"
3' - 6"
UPPER CABINETS
10' - 11"
100 SQFT CLEAR
1' - 6"
3' - 1"
AMBULATORY
ADJUSTABLE SCREEN
PATIENT/FAM CHAIR CASEWORK
3' - 0"
3’-6” CLEAR ON EACH SIDE OF BED, 1’-0” CLEAR IN NON-WORK POSITION
1' - 0"
MOBILE PROVIDER CHAIR 3' - 6"
4
3
UPPER CABINETS
1' - 10"
8' - 10"
2
DOOR SWING CLEARANCE (24” X 54”)
2' - 8"
11' - 3"
1
2' - 8"
1' - 6"
ADJUSTABLE SCREEN
4' - 6"
10' - 11"
1' - 6"
4' - 0"
3' - 1"
8' - 0"
3' - 0"
3. PATIENT TOILET
EQ
1. EXAM ROOM - FGI
2' - 6"
2' - 8"
ENLARGED PLANS
4' - 0"
12
VIEW OF LVL 2 WAITING ROOM POCKET
01. DIFFUSED LIGHT FROM METAL MESH SOLAR SHADING 02. FLEXIBLE FURNITURE TO CREATE A MULTI-USE SPACE ( WAITING, PANDEMIC SPACING, EVENTS, TRIAGE, ETC. 03. STUDY / WORK SPACE FOR STUDENTS WHILE THEY WAIT 04. WAITING AREAS THAT ARE
6
1
COGNIZANT OF DIFFERENT NEEDS 05. SPACES TO SIT TOGETHER AND SOCIALIZE, OR TO SIT ALONE 06. COLOR-COORDINATED WAYFINDING 07. VIEW TO NATURE
7
3
5 2
4
13
LEVEL 3
C
B
LVL 3 : STEEL BEAMS + JOISTS + COLUMNS CONCRETE SHEER WALL CROSS BRACING
C
INTERRUPTION TO REGULAR BAY SPACING FOR GREENHOUSES
B
A
IT
WAITING
O
O
WORK
WC
DIS. TEST
O
O
CONF
WC
1
O
2
O
O
GREENHOUSE
WAITING
SUB WAITING
3
WC
4
WC
WELLNESS NUTRITION CLASS
CAPS
MED
YOGA O
O
O
O
O
WORK
WC
OUTDOOR
50’
C
B
5
WC
6
WC
WC
WC
SUB WAITING
DAYLIGHT
O
7
O
8
O
WC
MED
25’
GROUP COUNSELING
PUBLIC VERT CIRC
ASSAULT WC
C
C
C
O
C
C
C
O
M IT E
GREENHOUSE BELOW
GREENHOUSE
O
O O
SUB WAITING
SUB WAITING MECH WC DIET O
SUB WAITING
COUNS
MASS WC
STUDY
ELEC
MASS WC
STUDY
TEACHING KITCHEN
COUNS
0’
GREENHOUSE
GREENHOUSE
WEIGHT CLASS
A
PATIENT WAITING
A
ELEC
O
SUB WAITING
WAITING
O
A
C
C
C
O
C
C
C
O
MEP 0’
25’
50’
DAYLIGHT
N
C
B
14
VIEW OF LVL 3 “GREENHOUSE”
01. GREENHOUSE WITH NATIVE SC. LOWWATER PLANTINGS 02. GREEN WALL ALONG MECH SHAFTS 03. GLASS AT END OF HALLWAY ON EAST
2
4
FACADE WITH SEATING AREA 04. FROSTED GLASS REVEALING MEP,
6
BUILDING AS TEACHING TOOL 05. CONSULT DOORS WITH FROSTED GLASS / CLEAR PANEL ALLOWING LIGHT IN 06. LIGHT TO INDICATE WHEN CONSULT
7
ROOM IS VACANT FOR APPOINTMENT 07. POD COLOR COORDINATION FOR
3 5
WAYFINDING
1
15
LEVEL 4 - ATTIC
C
B
LVL 4 : STEEL BEAMS + JOISTS + COLUMNS CONCRETE SHEER WALL CROSS BRACING
C
INTERRUPTION TO REGULAR BAY SPACING FOR GREENHOUSES
B
A
A
A
A 0’
25’
50’
MECHANICAL ATTIC
B
STUDY
ROOFTOP TERRACE
C
MAINTENANCE / STORAGE
STUDY
WC
WC
OUTDOOR PUBLIC
VIEW OF TEACHING WALL IN LOBBY
VERT CIRC MEP 0’
25’
50’
N
C
B
16
LOOKING NORTH-EAST
01. SOLAR SHADING LOUVERS 02. POLYCARBONATE SKYLIGHTS ABOVE ATRIUM / GREENHOUSES 03. OCCUPIABLE GREEN ROOF ACTIVE SPACE, SURGE EXPANSION, MULTIPURPOSE 04. RAINWATER HARVESTING CISTERN BIOSWALES IN AREAS OF POOR
2
1
DRAINAGE 05. PEDESTRIAN WALKWAY OVER BIOSWALES, CONNECTING TO WILLIAMSON RD.
2
4
1 3
5
6
17
ROOF PLAN
C
B
ROOF : STEEL BEAMS + JOISTS + COLUMNS CONCRETE SHEER WALL CROSS BRACING INTERRUPTION TO REGULAR BAY SPACING FOR GREENHOUSES
B
A
A A
275’ - 6”
A
B
REQUIRED SLOPE= 1/4” : 1’ ACTUAL SLOPE= ~1” : 1’ 52’-0”
0’
25’
50’
LAY-IN PEDESTAL GREEN ROOF ABOVE
63’-0”
C
61’ - 0”
52’-0”
BLDG ENVELOPE BELOW ROOF DRAIN 75’ - 0”
SLOPE DIRECTION ELEVATION 0’
25’
C
70’ - 0”
C 50’
N
68’ - 0”
B 182’ - 0”
18
VIEW OF ROOF, LOOKING EAST
19
14
1
1 9
2
8 10
6
5
4
13
3
11
12
7
VAV SYSTEM
01. FRESH AIR INTAKE
08. 2-HR RATED FIRE WALL AROUND SHAFT
02. AIR HANDLER FOR VAV SYSTEM
09. AIR HANDLER FOR FORCED AIR SYSTEM
03. MAIN SUPPLY DOWN MECH SHAFT
10. ( MAIN SUPPLY DUCT AND RATED SHAFT BEYOND )
04. SECONDARY SUPPLY DUCT IN HALL
11. SECONDARY FORCED AIR SUPPLY DUCT
05. VAV BOX PER EACH ZONE
12. SUPPLY TO WAITING AREAS + ATRIUM
06. SUPPLY INTO ROOM
13. RETURN TO FORCED AIR SYSTEM
07. RETURN INTO VAV BOX FOR RECIRCULATION
14. VENTS ALONG NORTH AND SOUTH WALLS (REVERSE FANS SYSTEM)
FORCED AIR SYSTEM 1 VAV BOX PER: C
TREATMENT ROOM
B
PATIENT CONSULT ROOM OFFICE
A
A
A
ZONE (INCLUDING 3 CLINICS, WORK SPACES, ETC)
B
C
C
B
20
ADDITIONAL BUILDING CODE ANALYSIS
ESSENTIAL BUILDING DATA
OCCUPANT LOAD
BLDG FOOTPRINT: 47,500 SQFT
FUNCTION OF SPACE
BLDG TOTAL AREA: 160,000 SQFT
IBC 2018 - TABLE 1004.5
O.L. FACTOR
TOTAL SF
LVL 1
LVL 2
LVL 3 LVL 4
• PARKING: 28,000 SQFT
BUSINESS
150 GROSS
74,400 SF
52
226
217
--
• MECH ATTIC: 25,000 SQFT
ASSEMBLY (UNCONCENTRATED)
15 NET
32,265 SF
673
389
299
819
• ROOFTOP TERRACE: 7,800 SQFT
PARKING GARAGES
200 GROSS
2,7650 SF
138
--
--
--
MECHANICAL
300 GROSS
2,2880 SF
--
--
--
76
863
615
516
895
• BLDG PROGRAM: 99,000 SQFT
N
TOTAL OL PER FLOOR:
OCCUPANCY CLASSIFICATION
MIN. # OF EXITS**
EXIT ACCESS TD**
IBC 2018 - 302.1
IBC 2018 - TABLE 2006.3.2
IBC 2018 - TABLE 1017.2
GROUP B, BUSINESS - PRIMARY (SECTION 304)
2
300’
GROUP A-3, ASSEMBLY - SECONDARY* (SECTION 303)
2
GROUP S-2, LOW-HAZARD STORAGE - SECONDARY* (SECTION 311)
2
*SECONDARY OCCUPANCIES ARE SPECIAL USE AND ARE SEPARATED FROM PRIMARY WITH FIRE WALL
CONSTRUCTION TYPE IIA, W/ SPRINKLER
HR RATING
IBC 2018, TABLE 601
IBC 2018 - TABLE 2006.3.2
PRIMARY STRUCTURAL FRAME* (STEEL)
1 HR
WALLS (BEARING, INTERIOR) (SHEETROCK)
1 HR
PARTITIONS (SHEETROCK)
0 HR
FLOOR CONSTRUCTION (CONCRETE DECK ON CORRUGATED METAL)
2 HR
ROOF CONSTRUCTION* (STEEL W/ EPDM)
1 HR
WATER CLOSETS
250’
IBC 2018 - TABLE 2902.1
M
400’
GROUP B, BUSINESS ( PRIMARY )
OCCUPANCY 571
GROUP A-3, ASSEMBLY
OCCUPANCY 2180
GROUP S-2, LOW-HAZARD STORAGE
OCCUPANCY 138
ADDITIONAL SPECIFICS IN BLDG • 2 HR FIRE WALL (ELEVATORS, STAIRS, DIFFERENT FIRE AREAS) • 1 HR FIRE BARRIER (AROUND CLEAN / SOILED UTILITY) • SMOKE PARTITION BETWEEN SMOKE COMPARTMENTS
*PROTECTED BY SPRAYFOAM FIREPROOFING INSULATION OR INTUMESCENT PAINT
TYPE IIA CONSTRUCTION (SPRINKLERED, SM*)
ALLOWABLE AREA
ACTUAL AREA
ALLOWABLE BLDG AREA BY OCCUPANCY
LAVATORIES
DRINKING FOUNTAINS
1/25 FOR 1ST 50, 1/50 FOR REMAINDER
1/40 FOR 1ST 80, 1/80 FOR REMAINDER
1/100
1/125 1/65
1/200
1/500
1/100 1/65
1/100
1/1,000
REQUIRED TOTAL: 38
21
11
ACTUAL TOTAL: 64
48
11
F
FIRE EXTINGUISHERS
STAIR DIMENSIONS
EGRESS
IBC 2018 - TABLE 906.3
IBC 2018 -1011.5
IBC 2018 - TABLE 1006.3.2
ORDINARY (MODERATE) OCCUPANCY
TREAD DEPTH: 11”
OCCUPANT LOAD PER STORY: 501-1,000
BASIC MIN. EXTINGUISHER RATING: 20-B
RISER HEIGHT: 7” (ALL RISERS SOLID)
MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS
MAX. DISTANCE OF TRAVEL TO EXTINGUISHER: 50’
STAIR WIDTH MIN. REQUIRED: 44”
FROM STORY: 3
STAIR WIDTH MIN. ACTUAL: 48”
SEE LIFE SAFETY PLANS FOR EXIT LOCATIONS
TYPE IIA CONSTRUCTION (SPRINKLERED) ALLOWABLE
ALLOWABLE HEIGHT
ACTUAL HEIGHT
BLDG HEIGHT BY OCCUPANCY CLASSIFICATION
IBC 2018 - TABLE 506.2
IBC 2018 - TABLE 506.2
GROUP B, BUSINESS ( PRIMARY )
112,500 SF
GROUP A-3, ASSEMBLY GROUP S-2, LOW-HAZARD STORAGE *SM: BUILDINGS TWO OR MORE STORIES ABOVE GRADE PLAN EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
TOTAL OL
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
**SEE LIFE SAFETY PLANS FOR ACTUAL # OF EXITS AND TRAVEL DISTANCE
2,889
ALLOWABLE # OF
ACTUAL # OF STORIES
STORIES ABOVE GRADE
ABOVE GRADE
IBC 2018 - TABLE 504.3
IBC 2018 - TABLE 504.3
IBC 2018 - TABLE 504.3
97,280 SF
GROUP B, BUSINESS ( PRIMARY )
65’
65’
6
4
46,500 SF
32,265 SF
GROUP A-3, ASSEMBLY
65’
65’
4
4
117,000 SF
27,650 SF
GROUP S-2, LOW-HAZARD STORAGE
65’
17’
6
1 (ON GRADE)
*EACH OCCUPANCY SEPARATED BY FIRE WALL
21
MECHANICAL - LVL 1
LIFE SAFETY - LVL 1
1 MAX TD: 190’
3
2
MAX TD: 168’
MAX TD: 163’
PUMP ROOM FOR HEATED AND CHILLED WATER (SUPPLY FROM CENTRAL PLANT)
VAV SYSTEM
TEMPERED, FORCED AIR
SUPPLY
2 HR FIRE WALL (ELEVATORS, STAIRS, DIFFERENT FIRE AREAS)
RETURN
1 HR FIRE BARRIER (AROUND CLEAN / SOILED UTILITY)
VAV BOX
SMOKE COMPARTMENT:
ALLOWABLE TD:
MAX TD:
1 - GROUP S-2 (27,650 SQFT)
400’
190’
1 HR RATED SMOKE BARRIERS (BETWEEN SMOKE COMPARTMENTS)
2 - GROUP A-3 (10,100 SQFT)
250’
163’
MECH SHAFT
MEANS OF EGRESS
3 - GROUP B (7,815 SQFT)
300’
168’
EXHAUST
MEANS OF EGRESS ON GRADE
LVL 1 OCCUPANT LOAD: 863
EXHAUST SHAFT
MAXIMUM TRAVEL DISTANCE (TD) FIRE EXTINGUISHER & RECESSED CABINET
22
MECHANICAL - LVL 2
LIFE SAFETY - LVL 2
1 MAX TD: 125’
3 MAX TD: 136’
5
4
MAX TD: 168’
MAX TD: 175’
2 MAX TD: 88’
SAFETY RAILING
OPEN TO BELOW
VAV SYSTEM
TEMPERED, FORCED AIR
VAV SYSTEM
DAMPER & SUPPLY
SUPPLY RETURN
MECH SHAFT
GREENHOUSE (FANS ALONG UPPER EDGE)
EXHAUST EXHAUST SHAFT
DAMPER & SUPPLY
SMOKE COMPARTMENT:
ALLOWABLE TD:
MAX TD:
1 HR FIRE BARRIER (AROUND CLEAN / SOILED UTILITY)
1 - GROUP B (9,070 SQFT)
300’
125’
1 HR RATED SMOKE BARRIERS (BETWEEN SMOKE COMPARTMENTS)
2 - GROUP B (11,250 SQFT)
300’
88’
MEANS OF EGRESS
3 - GROUP B (5,930 SQFT)
300’
136’
MECH SHAFT, SUPPLY ZONE 2
MEANS OF EGRESS ON GRADE
4 - GROUP A-3 (5,385 SQFT)
250’
175’
RATED WALL
MAXIMUM TRAVEL DISTANCE (TD)
5 - GROUP B (7,675 SQFT)
300’
168’
MECH SHAFT, SUPPLY ZONE 1 GROW WALL
VAV BOX
2 HR FIRE WALL (ELEVATORS, STAIRS, DIFFERENT FIRE AREAS)
I.T. / ELEC CLOSET (ALTERNATING)
FIRE EXTINGUISHER & RECESSED CABINET
LVL 2 OCCUPANT LOAD: 615
23
MECHANICAL - LVL 3
LIFE SAFETY - LVL 3
1 MAX TD: 189’
3 MAX TD: 136’
5
4
MAX TD: 185’
MAX TD: 170’
2 MAX TD: 192’
SAFETY RAILING
OPEN TO BELOW
VAV SYSTEM
TEMPERED, FORCED AIR
VAV SYSTEM
DAMPER & SUPPLY
SUPPLY RETURN
MECH SHAFT
GREENHOUSE (FANS ALONG UPPER EDGE)
EXHAUST EXHAUST SHAFT
DAMPER & SUPPLY
SMOKE COMPARTMENT:
ALLOWABLE TD:
MAX TD:
1 HR FIRE BARRIER (AROUND CLEAN / SOILED UTILITY)
1 - GROUP B (8,480 SQFT)
300’
189’
1 HR RATED SMOKE BARRIERS (BETWEEN SMOKE COMPARTMENTS)
2 - GROUP B (9,710 SQFT)
300’
192’
MEANS OF EGRESS
3 - GROUP B (6,550 SQFT)
300’
136’
MECH SHAFT, SUPPLY ZONE 2
MEANS OF EGRESS ON GRADE
4 - GROUP A-3 (4,490 SQFT)
250’
170’
RATED WALL
MAXIMUM TRAVEL DISTANCE (TD)
5 - GROUP B (7,820 SQFT)
300’
185’
MECH SHAFT, SUPPLY ZONE 1 GROW WALL
VAV BOX
2 HR FIRE WALL (ELEVATORS, STAIRS, DIFFERENT FIRE AREAS)
I.T. / ELEC CLOSET (ALTERNATING)
FIRE EXTINGUISHER & RECESSED CABINET
LVL 3 OCCUPANT LOAD: 516
24
MECHANICAL - LVL 4
LIFE SAFETY - LVL 4
3 MAX TD: 188’
5
4
MAX TD: 130’
MAX TD: 170’
SAFETY RAILING
OPEN TO BELOW
SUPPLY
2 HR FIRE WALL (ELEVATORS, STAIRS, DIFFERENT FIRE AREAS)
RETURN
1 HR FIRE BARRIER (AROUND CLEAN / SOILED UTILITY)
VAV BOX
1 HR RATED SMOKE BARRIERS (BETWEEN SMOKE COMPARTMENTS)
MECH SHAFT
MEANS OF EGRESS
EXHAUST
MEANS OF EGRESS ON GRADE
EXHAUST SHAFT
MAXIMUM TRAVEL DISTANCE (TD)
SMOKE COMPARTMENT:
ALLOWABLE TD:
MAX TD:
1 - GROUP B (22,880 SQFT)
300’
188’
2 - GROUP A-3 (4,490 SQFT)
250’
170’
3 - GROUP A-3 (7,800 SQFT)
300’
130’
LVL 4 OCCUPANT LOAD: 895
FIRE EXTINGUISHER & RECESSED CABINET
25
MATERIALS
SOLAR SHADING SCREEN
POLYCARBONATE PANELS + GLASS
BRICK TO MATCH LEE HALL
WOVEN METAL SCREENING
METAL PANELING
26
BUILDING SECTION A - A C
B
A
A
A B
KALWALL SKYROOF
METAL PANELING
POLYCARBONATE PANELS + GLASS
WOVEN METAL SCREENING
SOLAR SHADING SCREEN
C
C
B
ROOF ( WEST ) 75’ - 0”
ROOF ( EAST ) 61’ - 0” GREENHOUSE
LVL 4: MECH 51’ - 0”
LVL 3: CAPS 34’ - 0”
LVL 2: CLINICS 17’ - 0”
LVL 1 : PARKING 0’ - 0”
27
VIEW FROM HWY 93
28
WALL SECTION A
73’ - 0”
MECHANICAL ATTIC
51’ - 0”
CAPS WAITING
34’ - 0”
WAKE TECH PLANT TEACHING FACILITY
WALL SECTION MODEL
CLARK NEXSEN
(1/2” = 1’-0”)
CLINIC WAITING
17’ - 0”
OPEN-AIR PARKING BUILDING SECTION A - A C
0’ - 0”
B
A
A
A B
C
C
B
29
SECTION STUDY MODEL
(1/8” = 1’-0”)
30
DETAIL A1
WALL SECTION A
COPING KALWALL SKYROOF SYSTEM WITH INSULATION WATERPROOFING MEMBRANE SHEATHING (1”) STUD WALL (6”) BATT INSULATION (6”)
WATERPROOF MEMBRANE ROOF + PROTECTION BOARD
BLOCKING & COPING
INSULATION (6”), 1/4” SLOPE
WATERPROOF MEMBRANE
CORRUGATED METAL DECKING
SHEATHING (1”)
STEEL STRUCTURE
STUD WALL (6”)
SPRAY FOAM FIREPROOFING INSULATION
BATT INSULATION (6”) SHEATHING (1”)
SHEATHING (1”)
DETAIL A1
Z-CLIP SYSTEM + METAL RAINSCREEN PANELING
WATERPROOFING MEMBRANE Z-CLIP SYSTEM + METAL RAINSCREEN PANELING
SOLAR SHADING FINS BOLTED PLATE CONNECTION PERLINS STEEL PLATE WELDED CONNECTION TO EXTERIOR BEAM STEEL PLATE + BOLTS NEOPRENE THERMAL BREAK STEEL PLATE + BOLTS
DETAIL A2
STEEL PLATE WELDED CONNECTION TO INTERIOR BEAM Z-CLIP SYSTEM + METAL RAINSCREEN PANELING WATERPROOFING MEMBRANE FLASHING SHEATHING (1”) STUD WALL (6”)
DETAIL A2
BATT INSULATION (6”) SHEATHING (1”)
WATERPROOF MEMBRANE ROOF + PROTECTION BOARD INSULATION (6”), 1/4” SLOPE CONCRETE DECK (4”) CORRUGATED METAL DECKING STEEL STRUCTURE
BLOCKING & COPING
SPRAY FOAM FIREPROOFING INSULATION
WATERPROOF MEMBRANE SHEATHING (1”) STUD WALL (6”) BATT INSULATION (6”) L-PLATE @ CONCRETE EDGE Z-CLIP SYSTEM + METAL RAINSCREEN PANELING FLASHING KAWNEER CURTAIN WALL SYSTEM WITH INSULATION
BUILDING SECTION A - A C
B
A
A
A B
C
C
B
NEOPRENE THERMAL BREAK BEAM CONNECTION
31
KAWNEER CURTAIN WALL BEYOND
WALL SECTION A
DETAIL A3
LVT FINISH FLOORING CONCRETE DECK (4”) CORRUGATED METAL DECKING WATERPROOFING MEMBRANE STEEL STRUCTURE SPRAY FOAM FIREPROOFING INSULATION
KAWNEER CURTAIN WALL SYSTEM WITH INSULATION FLASHING WATERPROOF MEMBRANE SHEATHING (1”) STUD WALL (6”) BATT INSULATION (6”) L-PLATE @ CONCRETE EDGE Z-CLIP SYSTEM + METAL RAINSCREEN PANELING FLASHING KAWNEER CURTAIN WALL SYSTEM WITH INSULATION
DUCT AND CEILING TIES TO B.O.D. 4 x 4 CEILING GRID 4 x 4 ACOUSTIC TILE
LVT FINISH FLOORING CONCRETE TOPPING SLAB (4”) RIGID INSULATION (2”) WATERPROOFING MEMBRANE CONCRETE STRUCTURE ABOVE PARKING (6”) LINEAR SUPPLY GRILL
STUD (6”) SHEATHING (1”)
DETAIL A3
Z-CLIP SYSTEM + METAL RAINSCREEN PANELING
DETAIL A4
DETAIL A4
L-PLATE @ CONCRETE EDGE
BUILDING SECTION A - A
KAWNEER CURTAIN WALL SYSTEM WITH INSULATION WATERPROOF MEMBRANE BATT INSULATION (6”) STUD WALL (6”)
C
B
SHEATHING (1”) FLASHING Z-CLIP SYSTEM + METAL RAINSCREEN PANELING
A
A
A B
C
C
B
32
WALL SECTION A
DETAIL A5 CONCRETE SLAB-ON-GRADE (6”)
8” DIAMETER HSS COLUMN
WATERPROOFING MEMBRANE
GKD METAL FABRIC, IN TENSION
SAND (2”) GRAVEL (4”) COMPACT EARTH
FOOTING BELOW FROST LINE 1” EXPANSION JOINT SIDEWALK SLAB-ON-GRADE WITH 1/4” SLOPE
HORIZONTAL GRID FRAMING MEMBER GKD TENSION ATTACHMENT SYSTEM STEEL AND REBAR HELD BY CONCRETE FOOTING
BUILDING SECTION A - A C
DETAIL A5
B
A
A
A B
C
C
B
33
BUILDING SECTION B - B C
B
A
A
A
POLYCARBONATE PANELS + GLASS
B
KALWALL SKYROOF
METAL PANELING
BRICK TO MATCH LEE HALL
C
C
B
ROOF ( EAST ) 61’ - 0”
LVL 4: MECH
GREENHOUSE
GREENHOUSE
GREENHOUSE
51’ - 0”
LVL 3: CAPS 34’ - 0”
LVL 2: CLINICS 17’ - 0”
LVL 1 : PARKING 0’ - 0”
34
WALL SECTION B
65’ - 0”
DETAIL B1 DETAIL B1 ( MEMBRANE ROOF BEYOND )
MECHANICAL ATTIC
WATERPROOF MEMBRANE ROOF + PROTECTION BOARD INSULATION (6”), 1/4” SLOPE CORRUGATED METAL DECKING
( KALWALL SKYROOF BEYOND )
STEEL STRUCTURE SPRAY FOAM FIREPROOFING INSULATION
COPING KALWALL SKYROOF SYSTEM WITH INSULATION
51’ - 0”
SHEATHING (1”) WATERPROOF MEMBRANE
BATT INSULATION (6”) SHEATHING (1”) WATERPROOFING MEMBRANE Z-CLIP SYSTEM + METAL RAINSCREEN PANELING
CAPS
34’ - 0”
CLINIC WAITING
17’ - 0”
OPEN-AIR PARKING BUILDING SECTION B - B C
B
A
A
A B
0’ - 0”
C
C
B KALWALL SKY ROOF
35
WALL SECTION B
DETAIL B2
65’ - 0”
51’ - 0”
KAWNEER CURTAIN WALL SYSTEM WITH INSULATION FLASHING & SILL SHEATHING (1” WITH PAINT FINISH) STUD WALL BATT INSULATION (6”)
34’ - 0”
SHEATHING (1”) WATERPROOF MEMBRANE Z-CLIP SYSTEM + METAL RAINSCREEN PANELING
17’ - 0”
LVT FINISH FLOORING
DRAINAGE LAYER + FILTER FABRIC
CONCRETE TOPPING SLAB (4”)
CONCRETE TOPPING SLAB ( 1/4” SLOPE )
RIGID INSULATION (2”)
WATERPROOFING MEMBRANE, TURNED UP AT EDGES
CONCRETE STRUCTURE ABOVE PARKING (1’ BENEATH GREENHOUSE )
RIGID INSULATION, TURNED UP AT EDGES (2”) CONCRETE STRUCTURE ABOVE PARKING (1’ BENEATH GREENHOUSE ) FLOOR DRAIN (6”) RUNNING EAST IN PARKING)
DETAIL B2
BUILDING SECTION B - B C
0’ - 0”
B
A
A
A B
C
C
B
36
BUILDING SECTION C - C C
B
A
A
A
METAL PANELING
B
WOVEN METAL SCREENING
BRICK TO MATCH LEE HALL
KALWALL SKYROOF
POLYCARBONATE PANELS + GLASS
C
C
B
ROOF ( WEST ) 75’ - 0”
LVL 4: MECH 51’ - 0”
LVL 3: CAPS 34’ - 0”
LVL 2: CLINICS
LVL2 ENTRY VESTIBULE
17’ - 0” PARKING GARAGE ENTRY
LVL 1 ENTRY VESTIBULE
LVL 1 : PARKING 0’ - 0”
37
ATRIUM VIEW 01. POLYCARBONATE SKYLIGHT
1
02. WOOD PANELING 03. POLYCARBONATE PANELS 04. CLEAR GLAZING FOR VIEW OUT 05. STUDY STAIRS
2
06. ENVIRONMENTAL GRAPHICS / BUILDING AS TEACHING TOOL 07. FLEXIBLE SPACE FOR EVENTS, STUDYING, SURGES, ETC. 08. METAL FABRIC RAILING
3
4
6
8
5
7
38
WALL SECTION C
COPING + BLOCKING
DETAILC1
KALWALL SKYROOF SYSTEM WITH INSULATION
WATERPROOF MEMBRANE ROOF + PROTECTION BOARD
WATERPROOFING MEMBRANE
INSULATION (6”)
SHEATHING (1”)
CORRUGATED METAL DECKING
METAL STUD (6”)
STEEL STRUCTURE
BATT INSULATION (6”)
INTUMESCENT PAINT
Z-CLIP SYSTEM + METAL RAINSCREEN PANELING COPING + BLOCKING WATERPROOFING MEMBRANE SHEATHING (1”) METAL STUD (6”)
SHEATHING (1”), SHEETROCK ( WHITE PAINT FINISH )
BATT INSULATION (6”) L PLATE @ INSULATION EDGE
DETAIL C1 73’ - 0”
51’ - 0”
METAL STUD (6”)
METAL STUD (6”)
SHEATHING (1”)
BATT INSULATION (6”)
FURRING STRIPS
SHEATHING (1”)
WOOD PANEL CEILING FINISH
WATERPROOFING MEMBRANE
COVE LIGHT
Z-CLIP SYSTEM + METAL RAINSCREEN PANELING
34’ - 0”
17’ - 0”
DAY VIEW OF LOBBY
BUILDING SECTION C - C C
B
4’ - 0” 0’ - 0”
A
A
A B
C
C
B
NIGHT VIEW OF LOBBY
39
WALL SECTION C
DETAIL C2 POLYCARBONATE PANEL ( DANPATHERN UNITIZED LARE-SPAN INSULATED ) INSULATED DANPATHERN FRAME CLOSURE SYSTEM W/ FLASHING HORIZONTAL STEEL SUPPORT DANPATHERN STEEL WINDOW FRAME SYSTEM WITH DOUBLE PANE GLASS
73’ - 0”
DETAILC2 HORIZONTAL STEEL SUPPORT INSULATED DANPATHERN FRAME CLOSURE SYSTEM W/ FLASHING
FLASHING INTERLOCKING CLIP CONNECTION TO INSULATED DANPATHERN
51’ - 0”
FRAME CLOSURE SYSTEM L PLATE @ CONCRETE EDGE STUD WALL (6”) BATT INSULATION (6”) SHEATHING (1”) WATERPROOFING MEMBRANE SHEATHING (1”) POLYCARBONATE PANEL ( DANPATHERN UNITIZED LARGE-SPAN INSULATED )
34’ - 0”
STEEL RAILING + FRAME WITH GKD METAL FABRIC TO MATCH
BLUESTONE FINISH FLOORING
POLISHED METAL KICK-PLATE
CONCRETE DECK (4”)
METAL WALL (6”)
CORRUGATED METAL DECKING
SHEATHING (1”), SHEETROCK ( WHITE PAINT FINISH )
WATERPROOFING MEMBRANE
COVE LIGHT
STEEL STRUCTURE WITH INTUMESCENT PAINT METAL STUD (6”) SHEATHING (1”) FURRING STRIPS WOOD PANEL CEILING FINISH
17’ - 0”
BUILDING SECTION C - C C
B
4’ - 0” 0’ - 0”
A
A
A B
C
C
B
DANPATHERM UNITIZED LARGE-SPAN INSULATED POLYCARBONATE PANELS
40
WALL SECTION C
DETAIL C3
POLYCARBONATE PANEL ( DANPATHERN UNITIZED LARGE-SPAN
73’ - 0”
INSULATED ) INSULATED DANPATHERN FRAME CLOSURE SYSTEM W/ FLASHING HORIZONTAL STEEL SUPPORT DANPATHERN STEEL WINDOW FRAME SYSTEM WITH DOUBLE PANE GLASS
HORIZONTAL STEEL SUPPORT INSULATED BASE HORIZONTAL STEEL STRUCTURE BOLTED TO L-BRACKET FLASHING RETAINING WALL CAP / STEEL PLATE (POLISHED)
51’ - 0”
SOUTH CAROLINA BOTANICAL GARDENS BIOSWALE W/ NATIVE PLANTINGS GRAVEL WITH FILTER FABRIC FRENCH DRAIN
34’ - 0”
BLUESTONE FINISH FLOORING
2” ENKADRAIN (DIMPLED RIGID INSUL. W/
CONCRETE SLAB-ON-GRADE (6”)
DRAINAGE FABRIC)
WATERPROOFING MEMBRANE
SPRAY APPLIED WATER BARRIER
SAND (2”)
CONCRETE FOUNDATION WALL
GRAVEL (4”)
ANCHOR BOLTS
COMPACT EARTH CONCRETE FOOTING BELOW FROST LINE
17’ - 0”
SC FULL/PARTIAL -SUN NATIVE BIOSWALE PLANTINGS
DETAILC3 BUILDING SECTION C - C C
B
4’ - 0” 0’ - 0”
A
A
A B
C
C
B
41
SUSTAINABILITY
7 1
6
1
5
2 8
3 2
4
01. NATURAL DAYLIGHTING
3
02. SOLAR SHADING 03. PERMEABLE PAVEMENT 04. BIOSWALES 05. GREEN ROOF 06. ABILITY TO ADD PV PANELS 07. RAINWATER HARVESTING 08. TEACHING ENVIRONMENTAL STEWARDSHIP
42
THANK YOU!
RENEE RITCHIE M.ARCH + HEALTH 2021 RENEEJRITCHIE@GMAIL.COM (804) 572-0853
43
CODE FOOTPRINT
REASON FOR SUBMITTAL: I.E., NEW
NEW CONSTRUCTION
CONSTRUCTION, ADDITION, RENOVATION,
SITE
MECHANICAL, ETC. APPLICABLE CODES OF RECORD AND OTHER REQUIREMENTS OR REGULATIONS
RECREATION BLDGS
HWY 93
RECREATION FIELDS
2018 IBC - INTERNATIONAL BUILDING CODE 2009 ICC A117.1 - INTERNATIONAL CODE COUNCIL
STUDENT HOUSING
2018 IFC - INTERNATIONAL FIRE CODE
ACADEMIC BLDGS
2018 IPC - INTERNATIONAL PLUMBING CODE CLEMSON UNIVERSITY DESIGN STANDARDS BUILDING LOCATION OR ADDRESS
LOWER INTRAMURAL FIELDS CLEMSON, SC 29634 34°40’55.5”N 82°50’30.1”W PE
CLEMSON UNIVERSITY
TE
ME
RI
AGENCY AND FACILITY NAME, OWNER CONTACT
R
FACILITIES, PLANNING & DESIGN DEPT
RD
UNIVERSITY PLANNING & DESIGN 191 OLD GREENVILLE HIGHWAY CLEMSON, SC 29634-5951 DATE DEVELOPED AND REVISION DATES
PROJECT START: JAN 06, 2021
N KEY PLAN
CONCEPT DESIGN: FEB 22, 2021 SCHEMATIC DESIGN: MARCH 08, 2021 DESIGN DEVELOPMENT / FINAL SUBMISSION: APRIL 27, 2021
FLOOR AREA OF EACH OCCUPANCY, ACTUAL VERSUS ALLOWABLE (SHOW FRONTAGE CALCULATION IF USED)
DESIGNER’S INFORMATION (NAME, ADDRESS, PHONE NUMBER, LICENSE AND SEALS AS REQUIRED)
RENEE RITCHIE
IBC 2018 - TABLE 506.2
ALLOWABLE AREA
ACTUAL AREA
GROUP B, BUSINESS ( PRIMARY )
112,500 SF
97,280 SF
GROUP A-3, ASSEMBLY
46,500 SF
32,265 SF
GROUP S-2, LOW-HAZARD STORAGE
117,000 SF
27,650 SF
CLEMSON SCHOOL OF ARCHITECTURE 323 FERNOW ST CLEMSON, SC 29631
ANY SPECIAL INSPECTION REQUIREMENTS FROM
ALL STANDARD REQUIRED INSPECTIONS AND TESTS
CHAPTER 17
UNLICENSED
OCCUPANCY TYPE (S)
GROUP B, BUSINESS - PRIMARY GROUP A-3, ASSEMBLY - SECONDARY GROUP S-2, LOW-HAZARD STORAGE - SECONDARY
TYPE OF CONSTRUCTION
CODE APPROACH TO MIXED OCCUPANCIES. (ACCESSORY, NON-SEPARATED, AND SEPARATED)
CONSTRUCTION TYPE IIA, W/ SPRINKLER
SEPARATED, 2-HR FIRE WALL
REQUIRED NUMBER OF PLUMBING FIXTURES
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
WATER CLOSETS
IBC 2018 - TABLE 2902.1
M
LAVATORIES
DRINKING FOUNTAINS
1/25 FOR 1ST 50, 1/50 FOR REMAINDER
1/40 FOR 1ST 80, 1/80 FOR REMAINDER
1/100
1/125 1/65
1/200
1/500
1/100 1/65
1/100
1/1,000
REQUIRED TOTAL: 38
21
11
ACTUAL TOTAL: 64
48
11
GROUP B, BUSINESS ( PRIMARY )
OCCUPANCY 571
GROUP A-3, ASSEMBLY
OCCUPANCY 2180
GROUP S-2, LOW-HAZARD STORAGE
OCCUPANCY 138
F
44