RENEE RITCHIE- 2021 COMPREHENSIVE PROJECT

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