greenville technical college - cufacilities.sites.clemson.edu · lau laundry lav lavatory lf linear...

21

Temp.Unit

Temp.Unit

ABB

ROOMNAME

2201

SUBSYSTEM

TYPICAL DIMENSION INDICATOR

DETAIL/PLAN KEY

SECTION KEYS

DIRECTION OF SECTION

ELEVATION KEY

REVISION INDICATION

REVISION NUMBER

AREA REVISED

DOOR NUMBER

GLASS TYPE

DRAWING TITLE

DRAWING NAME

DRAWING SCALE

ENLARGED DETAIL INDICATOR

DIRECTION OF SECTION

TERMINATION OF SECTION

DRAWING LOCATION ON SHEET GRID

DETAIL LOCATION ON SHEET GRID

SHEET IDENTIFIER FORLOCATION OF DETAIL

BUILDING SECTION LOCATIONON SHEET GRID

SHEET IDENTIFIER FORLOCATION OF SECTION

WALL SECTION LOCATION ON SHEET GRID

SHEET IDENTIFIER FORLOCATION OF SECTION

DETAIL LOCATION ON SHEET GRID

SHEET IDENTIFIER FORLOCATION OF DETAIL

COLUMN GRID REFERENCE

TERMINATION OF SECTION

DRAWING NAME

DRAWING SCALE

DRAWING LOCATION ON SHEET GRID

SHEET NUMBER WHERE DETAIL IS REFERENCEDSHEET NUMBER WHERE DETAIL IS DRAWN

A

A1PLAN1/8" = 1'-0"

NTSA1

PLAN

A101A1

1

201A

CENTERLINE

9 1/2"

FLOOR ELEVATION

ROOM NAME & NUMBER

AA12

0' - 9 1/2"

ELEVATION LOCATION ON SHEET GRID

SHEET IDENTIFIER FORLOCATION OF ELEVATION

DIRECTION OF ELEVATION

A-201

A1

1i

A1

A-101

SIM

A1

A-101

SIM

PHASE 1A

PHASE 1B

PHASE 2ANOT IN SCOPE

PHASE 1B

EXISTINGELECTRICAL

PHASE 2B

PHASE 3

PHASE 2A

(CURRENTPHASE)

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:

MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS

1

A

2 3 4 5 6

B

C

D

E

COPYRIGHT 2013 ALL RIGHTS RESERVEDPRINTED OR ELECTRONIC DRAWINGS ANDDOCUMENTATION MAY NOT BE REPRODUCEDIN ANY FORM WITHOUT WRITTEN PERMISSIONFROM LS3P ASSOCIATES LTD.

TEL. 864.235.0405 FAX 864.233.4027

GREENVILLE, SOUTH CAROLINA 29601

110 WEST NORTH STREET SUITE 300

STATE PROJECT NO: H59 - 6083 - JM

575 MILLENNIUM BOULEVARDGREENVILLE, SC 29607

5/1

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3202-137050

24 APRIL 2017

EC

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CU LABINFORMATIONSHEET

CG-001

EN

TE

RP

RIS

E C

AM

PU

S D

EV

EL

OP

ME

NT

CLEMSON LAB UPFIT - PHASE 1A

GREENVILLE

TECHNICAL

COLLEGE

DRAWING INDEX SHEET

GENERAL

ARCHITECTURAL

ENGINEERING

VICINITY MAP AREA MAP

GRAPHIC SYMBOL LEGEND

Greenville Technical CollegeEnterprise Campus Development - Clemson University Lab Upfit575 MILLENNIUM BLVDGREENVILLE, SC 29607

STATE PROJECT NUMBER:H59-6083-JM

LS3P ASSOCIATES LTD.110 West North Street, Suite 300Greenville, SC 20601tel: 864.235.0405fax: 864.233.4027

RMF ENGINEERING194 Seven Farms Drive, Suite GCharleston, SC 29492tel: 843.971.9639fax: 843.971.9641

STOR STORAGE

SUSP SUSPENDED

SYS SYSTEM

T TREAD

TEL TELEPHONE

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

THK THICKNESS

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE, CURB

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TRTD TREATED

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERSLABORATORIES

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WEST, WIDE

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

WC WATER CLOSET

WD WOOD

WP WORKING POINT,WATERPROOFING

WR WATER REPELLENT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPP OPPOSITE

OPT OPTION(AL)

PCF POUNDS PER CUBIC FEET

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAR FEET

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISH

PRKG PARKING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, POST-TENSIONED,PRE-TREATED

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

R RADIUS, RISER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR, REFERENCE

REQD REQUIRED

RL ROOF LEADER

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S SOUTH

SC SOLID CORE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION & AIRCONDITIONING

ID INSIDE DIAMETER

INCL INCLUDE(D), (ING)

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JAN CLO JANITOR CLOSET

KIT KITCHEN

KO KNOCKOUT

LAB LABORATORY

LAM LAMINATE

LAU LAUNDRY

LAV LAVATORY

LF LINEAR FEET

LVR LOUVER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NON COMB NON-COMBUSTIBLE

NTS NOT TO SCALE

OC ON CENTER

E EAST

EA EACH

EIFS EXTERIOR INSULATION & FINISHSYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

ENCL ENCLOSE(D)

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

F/F FACE TO FACE

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FHC FIRE HOSE CABINET

FIN FLR FINISHED FLOOR

FLR FLOOR, FILLER

FOC FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB

FOW FACE OF WALL

FT FOOT, FEET

FTG FOOTING

FURN FURNISH, FURNITURE

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HC HANDICAP

HD HEAVY DUTY

HDWD HARDWOOD

A/C AIR CONDITION(ING)

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIOVISUAL

BITUM BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BOS BOTTOM OF STEEL

BOT BOTTOM

CAB CABINET

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLO CLOSET

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUE. CONTINUOUS

CORR CORRIDOR

CU FT CUBIC FOOT

CU YD CUBIC YARD

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DN DOWN

DS DOWNSPOUT

ABBREVIATIONS

SCOPE OF WORK

CONSTRUCTION DOCUMENTS INCLUDE PHASE 1 A FOR CLEMSON UNIVERSITY'S ROBOTICS LAB. PHASE 1B AND PHASE 2 (A&B) OF THE LAB UPFIT ARE SHOWN FOR REFERENCE ONLY FORDESIGN OF THE ASSEMBLY LAB, EMBEDDED SYSTEMS LAB, TRANSFER OF THE EXTRUSION MACHINE FROM THE CAMPBELL CENTER TO GTC'S CENTER FOR MANUFACTURING INNOVATION,PULTRUSION LINE, FUME HOOD LAB & COMPOSITES LAB. SEE PHASING PLAN.

THE FOLLOWING TO BE ITEMIZED IN PRICING:

1. UNIT PRICE PER ADDITIONAL FLOOR DRAIN2. UNIT PRICE PER ELEC/ DATA BACK BOX ROUGH IN3. UNIT PRICE PER ELEC/ DATA DROP

- SINGLE PHASE 120-V- TRIPLE PHASE 480-V

4. FURNITURE: LAB HEIGHT TABLES & WORKSTATIONS TO BE TENANT PROCURED. GC TO COORDINATE FURNITURE & ELECTRICAL REQUIREMENTS.5. ALL ITEMS IN FUME HOOD LAB TO BE SCOPE OF GC (PHASE 2A).

NOTE: (REFERENCE ONLY)

GENERAL: SIGNAGE

1. CODE RELATED SIGNAGE ONLY2. ALL OTHER SIGNAGE BY TENANT

PHASE 1B: ASSEMBLY

1. RAISED WORKING PLATFORM TO BE BUILT BY TENANT.2. TAKT SUPERMARKET TO BE TENANT FURNISHED3. (6) WORKSTATIONS W (1) CHAIR (2) 120-V DUPLEX EACH (FURNITURE BY TENANT)

PHASE 1B: EMBEDDED SYSTEMS LAB

1. LAB TABLES PROVIDED BY TENANT2. EQUIPMENT FURNISHED BY TENANT

PHASE 2A & B: COMPOSITES

1. MOLDING MACHINE TO BE ASSEMBLED INSIDE OF THE LAB2. EXTRUSION MACHINE'S FILTER MACHINE TO BE OWNER PROVIDED3. VERIFY MOLD STORAGE4. (6) WORKSTATIONS W (1) CHAIR (2) 120-V DUPLEX EACH (FURNITURE BY TENANT)5. EQUIPMENT FURNISHED BY OWNER

PHASE 2A: FUME HOOD LAB

1. PHASE 2A INCLUDES INFILLING RATED DOOR & FRAME @ EXISTING FUME HOOD LAB OPENING.2. ENCLOSING EXISTING ELECTRICAL PANELS: INCLUDES (2) DOORS & FRAMES, SEE SCHEDULE.3. LAB CASEWORK (BY GC) BOD = VWR STANDARD STEEL LAB CASEWORK.4. LAB FURNITURE & BLAST RESISTANT REFRIGERATOR (BY GC)

FUTURE: AV/IT

1. CLEMSON NETWORK CONNECTION TO THE CAMPBELL CENTER, PHASE 3.

CG-001 CU LAB INFORMATION SHEET

CG-002 CU LAB CODE REVIEW & LIFE SAFETY PLAN

CA-100 CLEMSON LAB FLOOR PLAN & WALL TYPES

CA-121 CLEMSON LAB REFLECTED CEILING PLAN

CA-160 CLEMSON LAB OVERALL EQUIPMENT PLAN

CA-161 ENLARGED ROBOTICS LAB PLAN - PHASE 1A

CA-301 CLEMSON LAB SECTIONS

3/32" = 1'-0"A4

CLEMSON LAB UPFIT - PHASING PLAN

PROJECT PHASING PLAN

No. Description Date

7 AV REVISION 10/28/2015

15 CU UPFIT PHASE 1A 12/16/2016

16 CU UPFIT PHASE 1B 02/15/2017

CE-001 CLEMSON LAB LEGEND

CE-002 OVERALL POWER PLAN

CE-101 CLEMSON LAB POWER

CE-102 ROBOTICS POWER PLAN PHASE 1

CE-501 EXISTING ELECTRICAL ONE-LINE DIAGRAM

CE-601 ELECTRICAL SCHEDULES

CM-001 MECHANICAL LEGENDS, NOTES AND ABBREVIATIONS

CM-101 MECHANICAL NEW CONSTRUCTION PLAN PHASE 1A

CMD-101 ROBOTICS MECHANICAL DEMOLITION PLAN PHASE 1A

21

Temp.Unit

Temp.Unit

ABB

A3

CA-301

7'-6"

EXIT DOOR

68" 453

75

EXIT DOOR

68" 453

42

EXIT DOOR

36" 240

42

FEC

FEC

FEC

EXIT DOOR

68" 453

1

FEC

SE

GM

EN

T:

60' -

0"T

O E

XIT

: 67' -

0"

TO

EX

IT:

111' -

0"

TO

EX

IT:

83' -

6"

34'-0"

FEC

3083 SF

COMPOSITESLAB

75 OCC

1713 SF

ASSEMBLYLAB

29 OCC

804 SF

FUMEHOODLAB

16 OCC

946 SF

ASSEMBLYSTUDY

10 OCC

189 SF

ROBOTICSSTUDY

2 OCC

745 SF

ROBOTICSLAB

8 OCC307 SF

EMBEDDEDSYSTEMS

LAB

2 OCC

405 SF

COMPOSITESSTUDY

5 OCC

77 SF

CU IT

1 OCC

286 SF

TAKTSUPERMARKET

1 OCC

BUSINESS [100 G]

STORAGE [300 G]

1 HR RATED WALL

LIFE SAFETY PLAN KEY

EDUCATION - VOCATIONAL [50 N]

NOT IN SCOPE

BUSINESS [100 G]

STORAGE [300 G]

OCCUPANCY COUNT

EDUCATION - VOCATIONAL [50 N]

17 OCC

140 OCC

3 OCC

= TOTAL UPFIT OCCUPANCY160 OCC

LOWER LEVEL EXIT LOCATIONS

Greenville Technical College Enterprise Campus DevelopmentMillennium DriveGreenville, SC 29607Code Review 25 September 2014

Codes In Use2012 International Building Code2012 International Fire Code2012 International Plumbing Code2012 International Mechanical Code2012 International Fuel Gas Code2012 International Energy Conservation Code2012 International Code Council Performance Codem, as approved2011 National Electrical Code2009 ICC ANSI 117.1South Carolina Elevator Code & RegulationsSate Fire Marshall rules, regulations and policiesState of SC Telephone Equipment Room and Communications/ Data Systems Policies

Proposed UseGroup B_Business: Continuing Education above the 12th Grade

Occupancy TypeAssembly A3: College classrooms with more than 50 persons and Multipurpose room not meeting (IBC Section 303.1.2)Business Group B: College classrooms less than 50 persons

303.1.2 Small Assembly spaces.1: A building or tenant space used for an assembly purpose with an occupant load of less than 50 persons shall beclassified as a Group B occupancy.2: A room or space used for assembly purposes that is less than 750 sq ft in area and is accessory to another occupancyshall be classified as a Group B occupancy or as part of that occupancy.

Chapter 4 - Special Requirements

404 Atriums404.1.1 Atrium: connection of 2 or more stories Exception per 712.8: Two Story Opening is permitted.

Chapter 5 - Height and Area ModificationsConstruction Type: IIBOccupancy Groups: Mixed Use: Group B, A-3, S

Most restrictive: Group A-3

Allowable ActualBuilding Area: A-3 = 9,500 SF SF

B = 23,000 SFS = Ancillary Use

Building Height: 55' 42'Number of Stories: 3 2

Area SummaryLower Level 70,382 SFUpper Level 35,525 SF (excludes Roof Terraces)Total 105,907 SF**Includes exterior building envelope in area calculation

Building Area Modifications: IBC 506Area increase factor due to frontage (506.2) & sprinkler protection (506.3)

A-3 = 35,625 SFB = 86,250 SF

508.2 Accessory Occupancies. Aggregate accessory occupancies shall not occupy more than 10% of the building area of the story in which they are located. No

separation is required between accessory occupancies and the main occupancy (580.2.4)

508.4 Separated Occupancies. 508.4.3: Allowable building area: In each story, the building area shall be such that the sum of the ratios of the actual building area of each

separated occupancy divided by the allowable building area of each separated occupancy shall not exceed 1.

Lower Level:(actual A-3 sf/ allowable A-3 sf) + (actual B sf/ allowable B sf) =

Upper Level:(actual A-3 sf/ allowable A-3 sf) + (actual B sf/ allowable B sf) =

Chapter 6 - Types of ConstructionIBC - Table 601 Fire - Resistance Requirements For Building Elements (hours)

Fire Separation Distance(ft)

I-A

Others

I-A, I-BII-B, V-BOthers

X51030

Type I

Type of Construction Group H f Group F-1, M, S-1gGroup A, B, E, F-2, I, Rb,

S-2g, Ub

All 3 2 1

All

3

2

2

1

1

1

211

101

1d01d

0 0 0

Type II Type III Type IV Type VBuilding Element

Structural Frame g(see Section 202)

Bearing Walls Exterior f,g Interior

Nonbearing walls and partitions Exterior

Floor Construction(Including Supporting Beams &Joists)

Roof Construction(Including Supporting Beams &Joists)

3a 2a

33a

22a

2

1 1/2b

A B Ad B Ad B Ad BHT

1 0 1 0 HT 1 0

11

00

21

20

21/HT

11

00

2 1 0 1 0

SeeSection602.4.6

1 0

1 b,c 1 b,c 0 c 1 b,c 0 HT 1 b,c 0

IBC - Table 602 Fire - Resistance Requirements For Exterior Walls Based On Separation Distance

Chapter 7 - Fire ResistanceIBC - Table 705.8.1 Maximum Area of Exterior Openings

Greaterthan 30

No Limit

Classification ofOpening

Greaterthan 25to 30 f,g



Greaterthan 10

to 15 e,f,g

Greaterthan 5to 10 f,j

0 to 3 b,cGreaterthan 3to 5 d,e

Unprotected,nonsprinklered

Unprotected,Sprinklered

70%45%25%15% h10% hNot

PermittedNot

Permitted

25%15% 45% 75% No Limit No Limit NotRequired

704.3 Protection of the primary structural frame other than columns. Members of the primary structural frame other than columns are required to have protection to achieve a fire-resistance rating and support more than two

floors or one floor and roof, or support a load bearing wall or a non-loadbearing wall more than 2 stories high, shall be provided with individualencasement protection by protecting them on all sides for the full length, including connections to other structural members, withe materials having therequired fire-resistance rating.

707.3.1 Fire Barriers at Shaft Enclosures shall comply with the following:Section 713.4, 1 hour rating for less than 4 stories.Section 713.6 Exterior walls at shaft enclosures, fire resistance rating shall not apply.

712.1.8 Two Story Openings. Permitted if it complies with all of the items below: 1) Does not connect more than two stories. 2) Does not contain a stair or ramp required as part of the required means of egress in Chapter 10. 3) Does

not penetrate a horizontal assembly that separates fire areas or smoke barriers. 4) Is not concealed within the building construction. 5) Is not open to acorridor in Group I and R occupancies. 6) Is not open to a corridor on nonsprinklered floors in any occupancy. 7) Is separated from the floor openingsserving other floors by construction conforming to required shaft enclosures.

713.11 Enclosure at the bottom. 1) Shafts that do not extend to the bottom of the building or structure shall, be enclosed at the lowest level with construction of the same fire resistance

rating as the lowest floor thru which the shaft passes, but not less than the rating of the shaft. 2) They shall terminate in a room having a use related tothe purpose of the shaft. The room shall be separated from the remainder of the building by fire barriers not less than equal to the protection required atthe shaft or the room shall be protected by an automatic sprinkler system. 3) They shall be protected by approved fire dampers at the lowest floor levelwithin the shaft enclosure.

713.12 Enclosure at the top. Shaft enclosure shall be sealed to the underside of the roof deck or shall be enclosed at the top with the same fire resistance ratingas the topmost floor penetrated by the shaft, but not less than the fire-resistance rating required for the shaft enclosure.

713.14.1 Elevator Lobby: Not required, less than 3 stories.

716.5 Opening Protection Table 715.4: 1 Hour Fire Barriers: Enclosures for Shafts, Exit access stairways and Exit Passageway walls:

Fire Door: 1 HrDoor Vision Panel Size: 100 sq. inches of glass, max height: 33in, max width: 10in.Minimum Sidelite/ Transom assembly rating, Fire Resistance: 1 HrFire Rated Glazing Marking Sidelite/ Transom Panel, Fire Resistance: W-60

Other 1 Hour fire barriers:Fire Door: 3/4 HrDoor Vision Panel Size: Maximum size testedMinimum Sidelite/ Transom assembly rating: 3/4 HrFire Rated Glazing Marking Sidelite/ Transom Panel: D-H-NT-45

See Table 602

Fire Separation Distance (feet)

Chapter 8 - Finish ClassificationsIBC - Table 803.9 Interior Wall And Ceiling Finish Requirements By Occupancy (partial table)

Sprinklered

Building Element

B

Vertical Exits and ExitPassageways a,b

Exit Access Corridors andOther Exitways

Rooms and EnclosedSpaces

A-3 B C

Chapter 10 - Egress ComponentsOccupancy Calculation: Business (B)

Lower LevelOccupancy Area per Occup. Area* Occupants*Assembly (A-3) 15 net 0 0Business (B) 100 gross 3,419 48Edu - Classrm 20 net 2,715 137Edu - Vocational 50 net 31,070 577Storage (S) 300 gross 4,501 21

Subtotal 41,705 sf 783 Occupants

Upper LevelOccupancy Area per Occup. Area* Occupants*Assembly (A-3) 15 net 5,737 385Business (B) 100 gross 9,972 112Edu - Classrm 20 net 4,532 229Storage (S) 300 gross 1,668 12

Subtotal 21,909 sf 738 Occupants

Total 73,614 sf 1,521 Occupants*Square footage and occupant load based on cumulative room by room calculation** Whole building circulation factor approximately 30%*** Calculated occupancy load per tuition = 250 students (anticipated) Max capacity of academic programming (long term) = 500 occupants (estimated)

RequiredOccupants ***1521 = 760M / 761W

1 per 25 for first 50, 1 per50 for remainder

M=17

Female (Business - B) Unisex

Chapter 11 - Accessibility1104.4 Elevator is required for accessible route to upper floors.1105.1 Sixty percent of public entrances shall be accessible. Exception 2: Loading and Service Entrances that are not the only entrance to a tenant space.

1006.1 Accessible Parking Spaces201-300 spaces 7 HC301-400 spaces 8 HC401-500 spaces 9 HC501-1000 spaces 2% of total

1006.5 Van SpacesFor every six or fraction of six accessible parking spaces, at least one shall be a van-accessible space.

1109.3 Sinks. Where sinks are provided, at least 5% but not less than one provided in accessible spaces shall comply with ICC A117.11109.4 Kitchens and kitchenettes shall be accessible.

1109.5 Drinking Fountains. 50% of number provided to be accessible, 50% to be for standing persons.1109.12.3 Point of sale service counters. At least one of each type shall be accessible.

Chapter 17 - Special Inspections - Required

Chapter 29 - Plumbing RequirementsFrom IBC - Table 2902.1 Minimum Number of Plumbing Facilities

FixtureProvided

FemaleMaleMale (Business - B)

0 0

1 per 100 = 16 required2 provided per restroom bank (12 total)

1 service sink required2 provided per floor

Water Closet

Lavatories

Showers

DrinkingFountains

Service Sink

Business (B)

2 2

1005.3 Egress WidthStairways w/ sprinkler: .2Other w/ sprinkler .15

1007.1 Accessible Means of Egress: Minimum of 2 required.1007.3 Exit Stairways, to be considered as part of an accessible means of egress shall have a clear width of 48" minimum between the handrails and shallincorporate an area of refuge within an enlarged floor level landing or shall be accessed from an area of refuge complying not required with sprinkle system.1007.6 Areas of Refuge 1 per 200 occupants based on the occupant load of area served; Two way communication and instructional and directional signage, .1009.1 Minimum Stairway width 48" between handrails, per 1007.3.

1014.3 Common Path of egress travel: Group A =75'; Group B 100' with sprinkler system Group B

1015.1 Spaces with one means of EgressGroup A 49 OccupantsGroup B 49 Occupants

1015.2.1 Exception 2Two exits required; separated distance between doors shall not be less than 1/3 the length of maximum diagonal of area served in

sprinkled building.

1016.2 Egress Travel Distance: Group A = 250'; Group B = 300' with sprinkler system

1018.1 Corridor Fire Rating: Business and Assembly = 0 w/ sprinkler system1018.2 Corridor Width: 44" minimum1018.4 Dead End Corridors: Group A 20' maximum; Group B = 50' w/ sprinkler

1021.2 Minimum Number of Exits1-500 occupants 2 exits required501-1000 occupants 3 exits requiredMore than 1000 4 exits required

BB C C

13 13

19 19

Chapter 9 - Fire Protection Systems

903.2.1 Group A: Automatic Sprinkler System required. Provided throughout the floor area where Group A Occupancyare located and throughout the entire core and shell of the building.

903.2.1.3 Group A-3 (Lecture Halls) : Sprinkler system required and provided.903.2.10.3 Buildings 55 feet or more in height: Automatic Sprinkler System required.903.3.1.1 NFPA 13 Sprinkler system is required.

905.3.1 Standpipe not required. No occupied floors above 30'

906.3.1 Fire extinguishers for Class A Fire Hazards: Maximum travel distance to extinguisher is 75 feet.

1 per 25 for first 50, 1 per50 for remainder

W=17

1 per 40 for first 80, 1 per 80for remainder

W=11

Nonbearing walls and partitions Interior 0 0 0 0 0 0 0 0

HT

f. Not less than the fire resistance rating based on fire separation distance Table 602g. Not less than the fire resistance rating as referenced in Section 704.10

Protected

NotPermitted i

NotPermitted

25%15% 45% 75% No Limit No LimitNot

Required

803.1.1 Interior wall and ceiling finishes materials (classified in accordance with ASTM 84 or UL 723). Class A: = Flamespread index 0-25; smoke-developed index 0-450 Class B: = Flamespread index 26-75; smoke developed index 0-450 Class C: = Flamespread index 76-200; smoke developed index 0-450

907.2 Fire Alarm system required for new buildings and structures. A minimum of one manual fire alarm box shall be provided in an approved location toinitiate fire alarm signal for fire alarm systems. Where elimination of fire alarm boxes due to sprinklers, a single fire alarm box shall be installed.

907.2.1 Group A: Manual fire alarm system shall be installed in Group A having an occupant load more than 300. Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system and the alarm

notification appliances will activate upon sprinkler waterflow.907.2.1.1 System initiation in Group A occupancies with an occupant load of 1,000 or more shall initiate a signal using an emergency voice/alarm

communications system in accordance with NFPA 72. Exception: Where approved, the prerecorded announcement is allowed to be manually deactivated for a period of time not to exceed 3 minutes,

for the sole purpose of allowing a live voice announcement from an approved, constantly attended location.907.2.1.2 Emergency Power - Voice/alarm communications systems shall be provided with an approved emergency power source.907.2.2 Fire Alarm Group B required in occupant load > 500 occupants or > 100 occupants above or below the lowest level of discharge. Exception: Manual fire boxes are not required where a building is equipped throughout with an automatic sprinkler system and the alarm

notification devices will activate upon sprinkler water flow.907.2.12.1 Automatic Fire Detection. Smoke detectors shall be connected to an automatic fire alarm system. The activation of any detector required shall

operate the emergency voice/alarm communications system.907.5 Occupant notification systems. Where a fire alarm is required, it shall be activated by automatic fire detectors, automatic sprinkler system waterflow

devices, manual fire alarm boxes, and automatic fire-extinguishing system.

1 per 40 for first 80, 1 per 80for remainder

M=11

CS C C

LIFE SAFETY PLAN LEGEND

48" 240

137

35" 233

111

EXIT CAPACITY (STAIR EGRESS WIDTH / .20)

ANTICIPATED LOAD

EGRESS WIDTH

EXIT CAPACITY (DOOR EGRESS WIDTH / .15)

ANTICIPATED LOAD

EGRESS WIDTH

OCCUPANCY LOAD

ROOM AREA

EGRESS TRAVEL PATH:DISTANCE NOTED IS ACTUAL.ALLOWABLE DISTANCE IS 300'-0"

FEC FIRE EXTINGUISHER CABINETWITH FIRE EXTINGUISHER

EXIT SIGN

EXIT DOOR

EXIT STAIR

ROOMNAME

150 SF

1 OCC

0' 16' 40'

3/32" = 1'-0'

8' 24' 32'

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





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3202-137050

24 APRIL 2017

EC

CB JR

CU LAB CODEREVIEW & LIFESAFETY PLAN

CG-002

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GREENVILLE

TECHNICAL

COLLEGE

3/32" = 1'-0"C4

CU LAB - ENLARGED LIFE SAFETY PLAN

GRAPHIC SCALE

LIFE SAFETY PLANCODE REVIEW (FOR REFERENCE ONLY)

KEY PLAN

FOR ENTIRE PROJECT: GREENVILLE TECH CENTER FOR MANUFACTURING INNOVATIONSTATE PROJECT NUMBER 3202-137050





872 5

D

F

1 43

E2

G2

A

H2

B

C

6 9

DIAG BRACELOW END

WALL TO SOFFIT,PHASE 1B

ENCOLSURE &DOORS,

PHASE 2A

A2

A2

A2

A2

A2

A2

H1

H1

129

125

ST01A

130C

ST01B

130B

130A

130

130D

127

130F

130E

123

120D

131A

131B

131C

5'-0"

10'-3 3

/8"

29'-9"

4'-6 1

/2"

0"

0" 16'-0"

DOOR, PHASE 2A

EXISTING WALL

PHASE 2A

ROBOTICSLAB

135

EMBEDDEDSYSTEMS

LAB

131

COMPOSITESLAB

130

FUMEHOODLAB

134

ASSEMBLYSTUDY

137

ROBOTICSSTUDY

136

COMPOSITESSTUDY

138

PHASE 3

CU IT

127

ASSEMBLYLAB

133

A1

TAKTSUPERMARKET

132

HALF WALLS,PHASE 1A

BACKER ROD & SEALANT

1 LAYER 5/8" GYPSUMWALLBOARD EACH SIDE

DEFLECTION TRACK

6" MTL. STUDS 16" O.C.

BASE AS SCHEDULED

A6A0.DFIRE RATING UL TEST NO. STC RATING - N/A

N/A N/A N/AA1

5/8" 6" 5/8"

7 1/4"

EXISTING GWB SOFFIT

REVEAL AT CONNECTION TOEXISTING SOFFIT, ALIGNNEW GWB FACE TOEXISTING FACE OF GWB

0 1 2 3 4

5 6 7 8

7/8"FURRINGCHANNEL

1 5/8"METALSTUD

2 1/2"METALSTUD

3 5/8"METALSTUD

4"METALSTUD

2 1/2"C-HSTUD

6"METALSTUD

8"METALSTUD

A3A1.T

PARTITION CATEGORY

PARTITION SIZE

PARTITION STC

PARTITION RATING

PARTITION CATEGORY

A - METAL STUDF - FURRINGH - SPECIFIED HEIGHT WALL

PARTITION SIZE PARTITION STC (MIN)

PARTITION RATING

A - STC 0B - STC 45C - STC 50

C - STRUCTURE TO DECK, FINISH TO 6" ABOVE CEILINGD - STRUCTURE AND FINISH TO DECKR - LOWER LEVEL SLAB TO ROOF DECK

PARTITION ATTRIBUTE 0 - NON-RATED1 - 1 HOUR FIRE PARTITION

PARTITION ATTRIBUTE2 1/2" C-H STUDAND 6" METALSTUD

PARTITION DESIGNATION KEY

MINERAL WOOL @ DECK FLUTES

BACKER ROD & ACOUSTICALSEALANT, BOTH SIDES

1 LAYER 5/8" GYPSUM BOARDEACH SIDE

FIBERGLASS SOUND BATT

DEFLECTION TRACK

STEEL STUD (6" @ 24" O.C.)

METAL DECK

BASE AS SCHEDULED

FIRE RATING UL TEST NO. STC RATING

A6B1.D 1 HOUR V450 45

BACKER ROD & ACOUSTICAL SEALANT,BOTH SIDES

A2

5/8" 6" 5/8"

7 1/4"

METAL TOP CAP TERMINATES GWB

1 LAYER 5/8" GYPSUMWALLBOARD EACH SIDE

DEFLECTION TRACK, SUPPORT AS REQ'D

6" MTL. STUDS 16" O.C.

BASE AS SCHEDULED

H6A0FIRE RATING UL TEST NO. STC RATING - N/A

N/A N/A N/AH1

5/8" 6" 5/8"

7 1/4"

72" AFFMIN

1 1

/2"

66" AFF

CENTER OF DUPLEX

1 LAYER 5/8" GYPSUM BOARD(ONE SIDE)

6" STEEL STUD (24" O.C.)

BASE AS SCHEDULED

FIRE RATING STC RATING

N/AF6A0

N/AF3

UL TEST NO.

N/A

6" 5/8"

6 5/8"

2"

SEE SCHEDULE

2"

SE

E S

CH

ED

ULE

TYPE F2

2"

TYPE DF TYPE DN

SEE SCHEDULE

SE

E S

CH

ED

ULE

SEE SCHEDULE

3'-6"

MA

X2'-9"

3" 6" 6" 3"

SE

E S

CH

ED

ULE

1. DOORS TO BE INCLUDED IN PHASE 2A.2. WALL TYPE H1 IN PHASE 1A3. ALL NEW WALLS TO BE PAINTED TO MATCH EXISTING ADJACENT WALLS.4. GWB REVEALS TO BE NO FURTHER THAN 30 FT. INCLUDE REVEALS @ COLUMN LINES - MATCH EXISTING.

INCLUDE REVEALS @ TRANSITION FROM EXISTING WALL TO NEW WALL.5. GC TO COORDINATE ALL DOOR HARDWARE WITH TENANT.6. FIRE RATING MUST BE MAINTAINED. ANY DAMAGE TO RATED WALLS WILL BE REPAIRED AS REQUIRED.7. CONCRETE FLOORS TO BE POLISHED TO MATCH EXISTING LAB FLOORS IN HIGH BAY LABS.

FLOOR PLAN SHEET NOTES

0' 4' 8' 16' 32'

1/8"=1'-0"

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





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3202-137050

24 APRIL 2017

EC

CB

CLEMSON LABFLOOR PLAN &WALL TYPES

CA-100

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GREENVILLE

TECHNICAL

COLLEGE

1/8" = 1'-0"B4

CLEMSON LAB UPFIT - FLOOR PLAN

PARTITION TYPES

GRAPHIC SCALE

KEY PLAN

CU LAB DOOR & FRAME SCHEDULE

NUM.

DOOR

DOORFINISH

FRAME

FRAMEFINISH

HRDWRSET REMARKS

SIZE

TYPEFIRE

RATING MATLFrameType MATLWD HT

131A 6' - 0" 8' - 0" DN 45 MIN WD ST F2 PT PHASE 2A; CARD ACCESS REQUIRED

131B 6' - 0" 8' - 0" DF WD ST F2 PT PHASE 2A

131C 3' - 0" 8' - 0" F WD ST F2 PT PHASE 2A

3/8" = 1'-0"

CU FRAME TYPE LEGEND 3/8" = 1'-0"

CU DOOR TYPE LEGEND

DOORS & FRAMES (FUTURE PHASE, SHOWN FOR REFERENCE ONLY)





(FUTURE PHASE) (FUTURE PHASE)

(FUTURE PHASE)(CURRENT PHASE)

872 5

D

F

1 43

E2

G2

A

H2

B

C

6 9

A4

A1

A1

GYP

11' - 6"

GYP

11' - 6"

N10

8

8

8

10' - 0"

10' - 4"

GYP

11' - 6"

10' - 0"

12' - 0"

EXISTING SOFFIT

WALL TO SOFFIT, PAINT TO MATCHEXISTING FINISH OF ADJACENT WALLS& SOFFIT; GWB CONTROL JOINT @EXISTING WALL - FUTURE PHASE

EXISTINGEXIT SIGN

EXISTINGEXIT SIGN

EXISTINGEXIT SIGN

ACT

10' - 0"

FUME HOODS,PHASE 2A

RELOCATE DUCTWORK, SEEMECHANICAL DRAWINGS

CA-163D1

EXISTINGFIXTURES,TYP



SEE MECHANICAL FOR REVISEDDUCT WORK IN HIGH BAY. ALLOTHER HIGH BAY ELEMENTS

REMAIN AS IS.

0' 16' 40'

3/32" = 1'-0'

8' 24' 32'

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





5/1

/2017 5

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3 P

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3202-137050

24 APRIL 2017

EC

CB JR

CLEMSON LABREFLECTEDCEILING PLAN

CA-121

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GREENVILLE

TECHNICAL

COLLEGE

1/8" = 1'-0"A1

CLEMSON LAB REFLECTED CEILING PLAN

GRAPHIC SCALE

KEY PLAN




21

Temp.Unit

Temp.Unit

ABB

872 5

D

F

1 43

E2

G2

A

H2

B

C

6 9

A3

CA-301

CA-163B1

A1

DIAG BRACELOW END

7'-6"

13'-1"

19'-8"

WALL, ALIGN W SOFFITABOVE (PHASE 1B)

VERIFY EXISTING ELECTRICALPANEL LOCATIONS

A2

A2

A2

A2

A2

A2

H1

H1

129

125

ST01A

130C

ST01B

130B

130A

130

130D

127

130F

130E

123

120D

131A

131B

131C

5'-0"

10'-3 3

/8"

29'-9"

4'-6 1

/2"

0"

0" 16'-0"

EXTRUDER & PLUMBING

A3

PULTRUSION LINE

(PHASE 1B)

(PHASE 2A)

HP-RTM(PHASE 2B)

MOLDINGMACHINE

(PHASE 2B)WORKSTATIONS

(PHASE 1B)

(PHASE 1B)

(PHASE 1B)

(PHASE 1B)

(PHASE 1A)

(PHASE 1A)

(PHASE 2A)

ROBOTICSLAB

135

EMBEDDEDSYSTEMS

LAB

131

COMPOSITESLAB

130

FUMEHOODLAB

134

COMPOSITESSTUDY

138

ASSEMBLYLAB

133

ASSEMBLYSTUDY

137

ROBOTICSSTUDY

136

CU IT

127

(FUTUREPHASE)B3

CA-163 B4

STRUCTURAL SUPPORT@ BRIDGE CRANE

LITTLE CITY LAB(PHASE 1B)

TAKTSUPERMARKET

132

(PHASE 2B)

MIN

4F

T C

LE

AR

0' 4' 8' 16' 32'

1/8"=1'-0"

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





5/1

/2017 5

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3202-137050

24 APRIL 2017

EC

CB

CLEMSON LABOVERALLEQUIPMENT PLAN

CA-160

EN

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GREENVILLE

TECHNICAL

COLLEGE

1/8" = 1'-0"A1

CLEMSON LAB UPFIT - EQUIPMENT PLAN

GRAPHIC SCALE

KEY PLAN





875

D

F

1 43

E2

G2

H2

6

DIAG BRACELOW END

A2

A2

A2

H1

H1

ST01A

ST01B

130B

130A

130

131A

5'-0"

10'-3 3

/8"

29'-9"

4'-6 1

/2"

0"

0" 16'-0"

PHYSIOLOGICALSIGNAL ACQUISITIONEQUIPMENT &CONTROL DEVICES

SIMULATEDOPERATIONENVIRONMENT

INDUSTRIAL ROBOT &3D ENVIRONMENTAL

SENSING SYSTEM

NATURAL LANGUAGEPROCESSING EQUIPMENT

ROBOTICS[2/5]

ROBOTICS[3/5]

ROBOTICS[1/5]

ROBOTICS[4/5]

ROBOTICS[5/5]

TRANSPORTATIONROBOTICS

6' - 0"

6' - 0"

GC TO COORDINATE TENANTPROCURED FURNITURE W/

POWER REQUIRMENTS

GC TO COORDINATE TENANTPROCURED FURNITURE W/

POWER REQUIRMENTS

LOCATE ALL ROBOTICS LAB DUPLEXESABOVE TABLE HEIGHT. GC TOCOORDINATE. NOTIFY ARCHITECT IF H1WALL HEIGHT IS NOT SUFFICIENT, TYP.

EXISTING EGRESS STAIR

ROBOTICSLAB

135

ROBOTICSSTUDY

136

H1

A1

1. SEE MEP DRAWINGS FOR LAB INFRASTRUCTURE.2. LOCATE ALL DUPLEXES ON HALF HEIGHT WALL ABOVE LAB TABLE HEIGHT. GC TO

COORDINATE WITH TENANT BASED ON TENANT SUPPLIED TABLES & NOTIFYARCHITECT IF WALL HEIGHT IS NOT SUFFICIENT.

3. GC TO COORDINATE EXISTING STROBE LOCATIONS WITH NEW UPFIT REQUIREMENTS& NOTIFY ARCHITECT OF CONFLICTS.

4. EACH ROBOTICS WORKSTATION REQUIRES (2) 120-VOLT OUTLETS.

SHEET NOTES

0' 2' 4' 8' 16'

1/4" = 1'-0"

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





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3202-137050

24 APRIL 2017

EC

CB

ENLARGEDROBOTICS LABPLAN - PHASE 1A

CA-161

EN

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GREENVILLE

TECHNICAL

COLLEGE

1/4" = 1'-0"A1

ROBOTICS LAB - PHASE 1A



GRAPHIC SCALE

21

Temp.Unit

Temp.Unit

ABB

87

2

5

D

F

1

4

3

E2

G2

H2

B

C

6

A3

CA-301

DIAG BRACELOW END

7'-6"

13'-1"

19'-8"

WALL ALIGNS WSOFFIT ABOVE

A2

A2

A2

H1

H1

ST01A

130C

ST01B

130B

130A

130

131A

5'-0"

10'-3 3

/8"

29'-9"

4'-6 1

/2"

0"

0" 16'-0"

CA-163B1

A1

A3

LITTLE CITY LAB

TAKT PLATFORM BY TENANT.LOCATE ASSEMBLY LAB POWERON ADJACENT 6FT WALL, ABOVE

PLATFORM, TYP.

4'-0"

COORDINATE POWER W TENANTSUPPLIED WORKSTATIONS

MOLDINGMACHINE(PHASE 2)

DOOR INFILLED IN PHASE 2A

11'-9 1/2"

B3

CA-163 B4

FUTURE ELECTRICALSERVICE (PHASE 2)

STORAGE BY TENANT

FURNITURE BY TENANT

R 1

7' -

0"

R 17

' - 0"

R 1

7' -

0"

TENANT TO COORDINATE ENDOF PLATFORM & ANTICIPATEDSUV TURNING RADIUS

75

A

B

C

6

130F

130E

SEE MEP DRAWINGS FOR OWNER SUPPLIEDACCESSORY EXTRUDER EQUIPMENT

(6) COMPOSTE STUDENTWORKSTATIONS (TENANT SUPPLIED)

COORDINATE W POWER REQM'TS

COMPOSITESLAB

130

COORDINATE EXTRUDER PLACEMENT WITHEXISTING STEEL COLUMNS & ROOF DRAINS

4'-0"

MIN

EMERGENCY SHOWER & EYE WASH, HANDSINK, AND FLOOR DRAIN (PHASE 1B).SEE PLUMBING FOR DETAILS.

COMPOSITESSTUDY

138

EXTRUDER TRANSFORMER(PHASE 1B) BY TENANT

NOTE: COORDINATE SOAP & PAPER TOWELDISPENSER AT SINK WITH BUILDING OWNER

1. EXTRUDER MACHINE REQUIRES DRAINAGE. THRU WALL PENETRATION TOHOSE BIB WILL BE USED TO TEMPORARILY DRAIN THE EXTRUDER COOLINGBATH BY CONNECTING AN EXTERIOR HOSE TO DRAIN TO THE TRENCH DRAIN.THE MACHINE WILL BE ATTACHED TO A CLOSED-LOOP SYSTEM IN A FUTUREPHASE AND THIS HOSE BIB WILL BECOME A BACK-UP SOLUTION.

SHEET NOTES

0' 2' 4' 8' 16'

1/4" = 1'-0"

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





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3202-137050

24 APRIL 2017

EC

CB

ENLARGEDASSEMBLY &EXTRUDERPLANS - PHASE1B

CA-162

EN

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GREENVILLE

TECHNICAL

COLLEGE

1/4" = 1'-0"A1

ASSEMBLY LAB - PHASE 1B

1/4" = 1'-0"B5

COMPOSITES LAB - PHASE 1B




GRAPHIC SCALE

87

D

F

NEW 36"x96" RATED DOUBLEDOOR

CEILING CHASE ABOVE

SMALLER FUME HOOD FORNANO PARTICLES. HEPAFILTER & RECYCLING HOOD.

PLUMBED EM SHOWER & EYEWASH STATION W FLOOR DRAIN

BELOW

FLAMMABLE MATERIALLAB REFRIGERATOR

CHEMICAL RESISTANT FLOORING(SEAMLESS MARMOLEUM)

CHEMICAL STORAGE UNIT

FEC

STANDING HEIGHT LAB TABLESGLASSWARE DEEPSINK ANDPEGBOARDSTORAGE

ENCLOSE EXISTING ELECPANELS & TRANSFORMERS.LOCATE DOORS TO ACHIEVECLEARANCES REQ'D.

T

T

P P P

P

P

3'-6"

5'-0"

3'-2"3'-2"REF

16'-4"

4'-4"

8"

4'-0"

2'-10" 8"

4'-1"

1'-8"

CA-163B1

A1

A3

STEEL LAB CASEWORK WITHGLASS FRONTS

(BOD = VWR MTL CASEWORK)

A2

A2

A2

A2

CHEMICAL WASTE BIN

4'-0"

P

CLEAR

5'-0"

GASES AND MANIFOLD/DISTRIBUTION TO HOODS:a. NITROGENb. ARGONc. AIRd. SPARE

14" TYP

CLR

1' -

0"

B3

COUNTER MOUNTEDEYEWASH STATION

A3

A2

A2

A3

6'-0"

COORDINATE SNORKELLOCATION WITH REACH

SNORKEL ROTATION

5'-0"

10'-0"

15'-0"

CA-163 B4

CARD READER

1. PROCUREMENT OF ALL FUME HOOD ROOM EQUIPMENT, CASEWORK, &FURNITURE BY GC.

2. VERIFY DIMENSIONS OF EXISTING ELECTRICAL PANELS AND MAINTAINCLEARANCE REQUIRMENTS AT NEW DOOR AND WALL ENCLOSURE.

3. VERIFY ALL EQUIPMENT SPECIFICATIONS WITH TENANT.4. VERIFY GAS TANK STORAGE REQUIREMENTS

PRICING NOTES

LOWER LEVEL0' - 0"

7

2'-9" 2'-9" 2'-9" 2'-9"

3'-0"

4'-6"

GLASS FRONT STEELUPPER CASEWORK

A5

CA-163

CHEMICAL RESISTANT EPOXYCOUNTER TOP & 4" BACKSPLASH, TYP.

P. LAM CASEWORKFRONTS, TYP.

2'-9" 2'-9" 2'-9" 2'-9"

SPLASHGUARD @ SINK

3'-0"

1'-6"

7'-6"

COORDINATE SNORKELWITH REACH

LOWER LEVEL0' - 0"

2'-9"

A5

CA-163

EMERGENCY SHOWER &EYE WASH STATION, ADJTO FLOOR DRAIN

FEC

2'-9" 2'-9" 2'-9"

2'-9" 2'-9" 2'-9" 2'-9"

11'-0"

3'-0"

1'-6"

3'-0"


CHEMICAL RESISTANTEPOXY COUNTER TOP & 4"BACKSPLASH, TYP.

STEEL CASEWORKFRONTS, TYP.

SPLASHGUARD @ SINK

7'-6"

LOWER LEVEL0' - 0"

7COORD CASEWORK W/FLUSH COL AT WALL

BLAST RESISTANTREFRIGERATOR, CONFIRMSPECS WITH TENANT

CHEMICALWASTEBIN

EMERGENCY SHOWER &EYE WASH STATION, ADJTO FLOOR DRAIN

CHEMICAL RESISTANTEPOXY COUNTER TOP & 4"

BACKSPLASH, TYP.

STEEL DOORS ANDDRAWER FRONTS

STD STEELPULLS (TYP.)

WOOD BLOCKINGAS REQUIRED

4" RUBBER BASE

STANDARD STEELSHELVING, TYP.

LINE BORING @ 1" O.C.

STD STEELPULLS, TYP

SEALANT

3'-0"

1'-6"

4"

3'-0"

1'-0"

2'-1"

1 1

/2"

3/4

"6"

3/4

"4"

1"

3"

STEEL CABINET FRAME WGLASS INSERT

STEEL OPEN SHELVING PART OF CASEGOODS

FUME HOODS BEYOND

3'-0"

1'-6"

3'-0"

131C

GASES AND MANIFOLD/DISTRIBUTION TO HOODS:a. NITROGENb. ARGONc. AIRd. SPARE

TYP

14"

2'-6"3'-6"3'-6"2'-6"

LOWER LEVEL0' - 0"

3'-0"3'-6" 3'-6"3'-0"

3'-0"

1'-6"

3'-0"

7'-6"

3'-0" 3'-0" 3'-0" 3'-0"


CHEMICALRESISTANT EPOXYCOUNTER TOP & 4"BACKSPLASH, TYP.

STEEL CASEWORKFRONTS, TYP.

COUNTERMOUNTED EYEWASH STATION

87

F

ACT CEILING(BOD: USG DX/DXL TO MATCHEXISTING BUILDING CLG TILE)

FUME HOOD DUCTS,SEE MECHANICAL

NEW 2X4 LED FIXUTRES.

MECH CHASE TO ROOF

NO CEILING

0' 2' 4' 8' 16'

1/4" = 1'-0"

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





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3202-137050

24 APRIL 2017

EC

CB

ENLARGED FUMEHOOD LABPRICING PLAN -PHASE 2A

CA-163

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1/4" = 1'-0"D4

FUME HOOD LAB - PHASE 2A

1/4" = 1'-0"A1

FUME HOOD ELEVATION_EAST

1/4" = 1'-0"B1

FUME HOOD ELEVATION_NORTH

1/4" = 1'-0"A3

FUME HOOD ELEVATION_WEST



1" = 1'-0"A5

TYP. LAB BASE/UPPER CABINET SECTION

GRAPHIC SCALE

1/4" = 1'-0"B3

FUME HOOD ELEVATION_SOUTH 1 1/4" = 1'-0"

B4FUME HOOD ELEVATION_SOUTH 2

1/4" = 1'-0"D1

FUME HOOD REFLECTED CEILING PLAN (PHASE 2A)

21

Temp.Unit

Temp.Unit

ABB

7

2

5

D

1

C1

CA-301

43

A

B

C

6

A3

CA-301

DIAG BRACE LOW END

130C

130D

130F

130E

COMPOSITESLAB

130

MOLD STORAGE AREA -VERIFY REQUIREMENTS

WITH TENANT

PULTRUSION LINE - ASSEMBLED BY TENANT.COORDINATE UTILITY REQUIREMENTS, PHASE 2B

EXTRUDER INSTALLED INPREVIOUS PHASE 1B

PHASE 1B

PHASE 1B

MOLDING MACHINE - VERIFYSIZE, WEIGHT, INSTALLATIONREQUIREMENTS & UTILITIES

WITH MANUFACTURER

NOTE:VERIFY SPECIFICATIONS FOR MOLDING MACHINE.VERIFY ASSOCIATED MACHINES, LAYOUT, AND INSTALLATION.VERIFY MOLD STORAGE SPECIFICATIONS.

EXISTING DOOR

EXISTING WALL & STOREFRONT

EXISTING DOOR

8 INCH SLAB

6 INCH SLAB

BRIDGE CRANE

MEZZANINE ABOVEPULTRUSION LINE(PHASE 2B)

EXTRUDER TRANSFORMER(PHASE 1B) BY TENANT

D1

CA-302

LINE OF MEZZANINE ABOVE

PANELS FOR NEW ELECTRICALSERVICE, PHASE 2B

NEW LADDER TO MEZZANINE

13'-6"

FORKLIFTCHARGINGSTATION

HEAVY DUTYCONCRETE(EXISTING)

SEE CIVIL FORADDITION OF HEAVYDUTY ASPHALT FORSEMI TRUCK TURN-AROUND (PHASE 2B)

50 TON CHILLER

NEW ELEC SERVICE TRANSFORMER

16'-0"

20'-0"

SAFETY SHOWER & EYE WASH

TENSILE TESTING MACHINE (480VPOWER FOR CLIMATE CHAMBER)

6'-0"

9'-8"

STORAGEROOM

PHASE 2: COMPOSITES LAB & FUME HOOD LAB

1. COMPOSITES LAB EQUIPMENT INCLUDES:

MOLDING MACHINEHEATING SYSTEMSTACKING SYSTEMHP-RTM MACHINE

EXTRUDER (PHASE 1B)PULTRUSION LINE (PHASE 2A)MOLD STORAGE SYSTEMFORK LIFT CHARGING STATION - CONFIRM IF USING BLDG OWNER FORKLIFT.

NOTE: COMPOSTES LAB FURNITURE PROVIDED BY TENANT.

2. FUME HOOD LAB EQUIPMENT INCLUDES:

(4) SIX FOOT FUME HOODS - (1) WITH INTEGRAL SINK(1) FOUR FOOT NANO FUME HOOD(4) LAB BENCHES W (2) SINKSBLAST RESISTANCE REFRIGERATORGAS TANK STORAGE(1) SNORKEL EXHAUST TO REACH RADIUS SHOWN IN PLAN

3. FUME HOOD LAB FURNISHINGS INCLUDE:

FLAMMABLE TALL STORAGE CABINET (1 MIN)STANDING HEIGHT STAINLESS STEEL LAB TABLESFUME HOOD LAB CASEWORK, SEE PLANS & ELEVATIONSSAFETY SHOWER & EYEWASH STATIONFLOOR DRAIN @ EMERGENCY SHOWER(6) STUDENT WORKSTATIONS W (1) CHAIR EACHFIRE EXTINGUISHER AS DETERMINED BY LAB SAFETY OFFICER (CU)

PRICING NOTES

COMPOSITE LAB NOTES

1. DEDICATED EXHAUST SYSTEM REQUIRED FOR HIGH BAY

2. MANUAL CONTROLED SNORKELS (3-4) LOCATIONS TBD

3. ELECTRICAL: ADD LIGHTING UNDER MEZZANINE, ADD POWER AND CONVENIENCEPOWER ON MEZZANINE.

4. ADD ADDITIONAL EXIT & FIRE ALARM DEVICES PER MEZZANINE

5. EXISTING LIGHTING LEVELS IN LOW LAB AND HIGH BAY LAB ARE ADEQUATE

6. PHASE 2A DRAWINGS INCLUDE ADDITIONAL LIGHTING IN CHEMICAL LAB.

7. FIRE PROTECTION: ADD SPRINKLER HEADS UNDER THE MEZZANINE

8. CARD ACCESS REQUIRED AT CHEMICAL LAB, ENTRY TO LAB FROM CORRIDOR. MAGLOCK AT GLASS EXTERIOR DOORS.

0' 2' 4' 8' 16'

1/4" = 1'-0"

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





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Author

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ENLARGED HIGHBAY PRICINGPLAN - PHASE 2B

CA-164

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1/4" = 1'-0"A1

COMPOSITES LAB PLAN - PHASE 2B



21

RS Compact

Hard

ener

Resin

21

Temp.Unit

Temp.Unit

ABB

7

2

5

D

1

C1

CA-301

43

A

B

C

6

A3

CA-301

D1

CA-302

A2

130C

130D

130F

130E

HP-RTM

PHASE 1B

MOLDING MACHINE - VERIFYSIZE, WEIGHT, INSTALLATIONREQUIREMENTS & UTILITIES

WITH MANUFACTURER

NOTE:VERIFY SPECIFICATIONS FOR MOLDING MACHINE.VERIFY ASSOCIATED MACHINES, LAYOUT, AND INSTALLATION.VERIFY MOLD STORAGE SPECIFICATIONS.

EXISTING DOOR

EXISTING WALL &STOREFRONT

8 INCH SLAB

6 INCH SLAB

BRIDGE CRANE STRUCTUREINDEPENDENT FROM EXISTING

BUILIDNG STRUCTURE

3'-0"

10'-0"

60'-0"

4'-6"

HYDRAULIC

4'-6"

1'-6"

4'-0"

6 FT MIN

15'-0"

ACCESS HATCH TO HOPPER BELOW

STEEL DIAMOND PLATE MEZZANINEDECK WITH REMOVEABLE TUBE STEELHANDRAILS FOR FORK LIFT ACCESS.

14'-0"

10' - 0"

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





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3202-137050

24 APRIL 2017

Author

Checker

ENLARGED HIGHBAY MEZZANINEPLAN - PHASE 2B

CA-165

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1/4" = 1'-0"A1

COMPOSITES LAB MEZZANINE PLAN - PHASE 2B

LOWER LEVEL0' - 0"

UPPER LEVEL15' - 6"

DF E2G2 AH2 BC

27'-9"

25' -

1"

NOT IN SCOPENOT IN SCOPE

EXISTING DOOR BEYOND

H1ROBOTICS

LAB

FUTURECOMPOSITES

LAB

STRUCTURE, REVISED MECHANICAL DUCTS & ELECTRICALFIXTURES TO REMAIN. VERIFY HEIGHT REQUIREMENTS FORMOLDING MACHINE INSTALLATION WITH MANUFACTURER

NEWWALL

REVISED DUCTS,SEE MECHANICAL

LOWER LEVEL0' - 0"

UPPER LEVEL15' - 6"

7 25 4 36

EXISTING WALL

OPENOPEN

EXISTING STRUCTURAL & LIGHTFIXTURES TO REMAIN

EXISTINGSTOREFRONT

131A

EXISTING BUILDING

REVISED DUCTWORK, PHASE 1A

HALF WALL BEYOND

H1

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





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EC

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CLEMSON LABSECTIONS

CA-301

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TECHNICAL

COLLEGE

1/4" = 1'-0"C1

E/W SECTION @ CLEMSON LAB

1/4" = 1'-0"A3

N/S HIGH BAY LAB SECTION 1



LOWER LEVEL0' - 0"

UPPER LEVEL15' - 6"

72 51 6

B.O. DECK (N) LOW30' - 4 1/2"

REMOVEABLE PIPE RAILING @ MEZZANINE, TYP

VERIFY EQUIPMENT FOR MEZZANINE

MEZZANINE 10' - 0"

SAFETY SHOWER, EYE WASH & SINKPULTRUSION LINE, PHASE 1B & 2ABRIDGE CRANE

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:


1

A

2 3 4 5 6

B

C

D

E


TEL. 864.235.0405 FAX 864.233.4027





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3202-137050

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Author

Checker

CLEMSON LABSECTIONS

CA-302

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GREENVILLE

TECHNICAL

COLLEGE


1/4" = 1'-0"D1

N/S HIGH BAY LAB SECTION 2

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