Turbeville Library-CD Drawing - 09022025 REVISED.pdf

PDF 28 MB Posted Sep 2, 2025

Attached to: Construct New Turbeville Branch Library
Solicitation number: ITB 2025-003
Issued by: Clarendon County, South Carolina

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Written by GovTribe AI · Sep 2, 2025

The document is a comprehensive architectural and engineering set of construction drawings for the Turbeville Branch Library project, involving Clarendon County Administration and multiple design/engineering firms including Craig Gaulden & Davis, Steward Engineering, and Palmetto Structural Engineering. The project involves constructing a new single-story public library located at 1178 Smith Street in Turbeville, South Carolina, with approximately 6,256 square feet of interior space. The library will include multiple functional areas such as an adult section, children's section, meeting room, staff workspace, kitchen, storage rooms, and restrooms. The drawings are dated August 29, 2025, and represent complete construction documentation across architectural, structural, mechanical, electrical, plumbing, and fire protection disciplines.

The project appears to be funded through local county resources, with design specifications meeting 2018-2021 International Building Code and related standards. Construction documents detail a wood-framed structure with metal roof panels, limestone veneer, and comprehensive internal systems including HVAC split system heat pump units, electrical systems with lighting control panels, domestic water and waste systems, and a fire sprinkler protection system. The design emphasizes accessibility, with careful attention to ADA compliance and detailed mounting heights for fixtures and equipment. The estimated total project budget and specific funding sources are not explicitly stated in the drawings, but the comprehensive documentation suggests a professionally managed public infrastructure project aimed at serving the Turbeville community's library needs.

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Other files

File	Type	Posted
Revised Project Manual 09-02-2025.pdf	PDF	Sep 2, 2025
25004 Turbeville Library - FSSSS.pdf	PDF	Sep 2, 2025
250827 Turbeville Library Electrical Comcheck.PDF	PDF	Sep 2, 2025

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7 6 5 34

CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:

THIS COPYRIGHTED DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN IS AN

INSTRUMENT OF SERVICE AND SHALL NOT BE

REPRODUCED, ALTERED, OR REUSED IN PART

OR IN WHOLE WITHOUT PRIOR WRITTEN

PERMISSION FROM THE ARCHITECT. THIS

DRAWING IS THE EXCLUSIVE PROPERTY OF

THE ARCHITECT AND MUST BE RETURNED

UPON REQUEST.

2 1

FOR REVIEW

NOT FOR CONSTRUCTION

19 Washington Park Greenville, SC 29601

Phone 864.242.0761 Fax 864.501.9945 E-mail cgd@cgdarch.com

Au to de sk

D oc s:

//T ur be vi lle

L ib ra ry

/T ur be vi lle L ib ra ry C on ce pt .rv t 8/

TITLE SHEET

T100

08/29/2025 22067

SHZ

DLD

CONSTRUCTION DOCUMENTS

TURBEVILLE

BRANCH LIBRARY

HARVIN

CLARENDON

COUNTY

LIBRARY

1178 Smith Street Turbeville, S.C. 29162

TURBEVILLE

BRANCH

LIBRARY

SUBMITTED FOR:

CONSTRUCTION DOCUMENTS

AUGUST 29, 2025

OWNER:

CLARENDON COUNTY ADMINISTRATION

411 SUNSET DRIVE

MANNING, SOUTH CAROLINA 29102

ARCHITECT:

CRAIG GAULDEN DAVIS | PBK

19 WASHINGTON PARK

GREENVILLE, SOUTH CAROLINA 29601

CIVIL ENGINEER:

STEWARD ENGINEERING

1416 SAUGUS COURT

CHAPIN, SOUTH CAROLINA 29036

STRUCTURAL ENGINEER:

PALMETTO STRUCTURAL ENGINEERING

104 HUNTER HILL CIRCLE

SIX MILE, SOUTH CAROLINA 29682

HVAC ENGINEER:

STEPHENS ENGINEERING & CONSULTING

130 HERITAGE LANE

EASLEY, SOUTH CAROLINA 29642

ELECTRICAL ENGINEER:

BURDETTE ENGINEERING

200 REGENT PARK COURT

GREENVILLE, SOUTH CAROLINA 29607

DRAWING LIST

T100 TITLE SHEET

GENERAL

G101 GENERAL NOTES AND LEGENDS

G102 ACCESSIBILITY STANDARDS

LIFE SAFETY

LS101 LIFE SAFETY PLAN

CIVIL

C1 SITE COVER SHEET

C2 SITE SURVEY

C3 EXISTING CONSTITIONS & PHASE ONE EROSION CONTROL PLAN

C4 DEMOLITION PLAN

C5 SITE & PHASE TWO EROSION CONTROL

C6 UTILITY PLAN

C7 STAKING PLAN

C8 SCDOT ROAD & DETAILS

C9 SITE & EROSION CONTROL DETAILS

C10 SITE & EROSION CONTROL DETAILS

C11 SITE & UTILITY DETAILS

ARCHITECTURAL

A101 FLOOR PLAN

A201 DOOR AND WINDOW SCHEDULES

A301 EXTERIOR ELEVATIONS

A302 EXTERIOR ELEVATIONS

A401 BUILDING SECTIONS

A402 BUILDING SECTIONS

A501 WALL SECTIONS

A502 WALL SECTION

A503 DETAIL SECTION

A504 DETAIL SECTION （ENTRY)

A601 ROOF PLAN

A701 FINISH PLAN, SCHEDULE, LEGEND AND NOTES

A702 ENLARGED TOLIET PLAN & ELEV

A703 INTERIOR ELEVATIONS

A706 CASEWORK SCHEDULE

A801 REFLECTED CEILING PLAN

STRUCTURAL

S100 GENERAL NOTES, SECTIONS & DETAILS

S101 FOUNDATION / SLAB PLAN

S102 MEZZANINE & ROOF FRAMING PLAN

MECHANICAL

M001 HVA SCHEDULES

M101 HVAC PLAN

M201 ENLARGED PLAN AND SECTION

PLUMBING

P001 PLUMBING FIXTURE SCHEDULE AND NOTES

P101 WASTE PIPING PLAN

P102 DOMESTIC WATER PIPING PLAN

FIRE PROTECTION

FP101 FIRE PROTECTION PLAN

ELECTRICAL

E001 ELECTRICAL SYMBOL LEGEND

E002 ELECTRICAL DETAILS AND SCHEDULES

E003 ELECTRICAL DETAILS AND SCHEDULES

E101 ELECTRICAL SITE PLAN

E201 ELECTRICAL LIGHTING PLAN

E301 ELECTRICAL POWER PLAN

1178 SMITH STREET

TURBEVILLE, SC

DATE MARK DESCRIPTION

NORTH ARROW

A213

SHEET NUMBER

CATAGORY NUMBER

DISCIPLINE LETTER

ROOM NAMES AND NUMBERS

VERTICAL ELEVATION TARGET

SPOT ELEVATION

SECOND FLOOR

F.F.E. 28'-6"

SECOND FLOOR

E.L. 18'-6"

DRAWING TITLE

BREAK LINE

1 View Name 1/8" = 1'-0"A101

DATUM POINT

KEY NOTE

SECTION TARGETS

A101

SIM

SHEET NUMBER

SECTION DESIGNATION

SIMILAR DETAIL WHERE INDICATED

ELEVATION TARGETS

SHEET NUMBER

SECTION DESIGNATION

SIMILAR DETAIL WHERE INDICATED

DOOR NUMBERS

WINDOW TYPE SYMBOLS

DRAWING REVISION

PARTIAL PLAN AND DETAIL TARGETS

P-1

PAINT TAG

10'-10 3/4" XX-XX

CEILING HEIGHT TAG

COLUMN GRID

CENTER LINE

A101

SIM

SEE KEYNOTE LEGEND

FOR KEY

ROOM NUMBER

ROOM NAME

TRUE

NORTH

Room name

A101

SIM

CONCRETE

CONCRETE MASONRY

METAL STUD WALL WITH

GYPSUM WALL BOARD

1 HOUR RATED

2 HOUR RATED

3 HOUR RATED

WALL LEGEND

EXISTING WALL

WALL LEGEND NOTES:

INTERIOR WALLS SHALL BE TYPE ______

UNLESS NOTED OTHERWISE.

PROVIDE J-MOLD WITH CAULK AND BACKER

ROD JOINT WHERE GWB ABUTS DISSIMILAR

MATERIALS SUCH AS CMU AND GWB.

REFLECTED CEILING

PLAN LEGEND

PROJECTION SCREEN

2 x 4 LIGHT FIXTURE

1 x 4 LIGHT FIXTURE

LINEAR PENDANT LIGHT

FIXTURE

STRIP LIGHT FIXTURE

TRACK LIGHT FIXTURE(S)

PENDANT LIGHT FIXTURE

DOWN LIGHT

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

CEILING ACCESS PANEL

CEILING ELEVATION ABOVE

FINISHED FLOOR / MATERIAL

2 x 2 LIGHT FIXTURE

OVERHEAD PROJECTOR (NIC)

ACP-1: 2'x2' SUSPENDED

ACOUSICAL PANEL CEILING

SYSTEM

GWB: SUSPENDED

GYPSUM BOARD CEILING

10'-10 3/4" XX-XX

MB1 4' x 6' MARKER BOARD MB2 4' x 8' MARKER BOARD

TB14' X 6' TACK BOARD

PB1 4'-1" x 5'-7" PROMETHEAN BOARD

PS1 5' WIDE PROJECTION SCREEN

PS2 8' WIDE PROJECTION SCREEN

P1 OVERHEAD PROJECTOR

M1 24" x 36" MIRROR M2 24" x 48" MIRROR

CH COAT HOOK

ACCESSORY LEGEND

TOILET ACCESSORY NOTES

1. GC SHALL FURNISH AND INSTALL 2x4 WOOD

BLOCKING AS REQUIRED TO SECURLY FASTEN

ALL TOILET ACCESSORIES.

TOILET NOTES

1. OUTSIDE CORNER OF CMU WALLS SHALL BE

BULLNOSED UNLESS NOTED OTHERWISE.

PTD PAPER TOWEL DISPENSER

TTD TOILET TISSUE DISPENSER

GB42 42" GRAB BAR

GB36 36" GRAB BAR

GB18 18" GRAB BAR (VERTICAL MOUNT)

SGB SHOWER GRAB BAR

M1 24" x 36" MIRROR M2 24" x 48" MIRROR

CH COAT HOOK

MOP MOP RACK

SND SANITARY NAPKIN DISPOSAL UNIT

SD SOAP DISPENSER

EHD ELECTRIC HAND DRYER

EWC ELECTRIC WATER COOLER

FSS FOLDING SHOWER SEAT

CU CURTAIN WITH BAR AND CURTAIN HOOKS

TOILET ACCESSORY

LEGEND

DOOR ABBREVIATION

LEGEND

HM HOLLOW METAL

SCW SOLID CORE WOOD

TEMP TEMPERED

PR PAIR

ALUM ALUMINUM

FACING

WALL STRUCTURE

WIDTH FACING

MODIFIER

WALL TYPES LEGEND

STRUCTURE:

C Concrete M Masonry S Metal Stud SW Shaft Wall TP Toilet Partition W Wood Stud

FACING:

F Furring - 7/8" METAL HAT CHANNEL W/ 5/8" GWB G Gypsum - 5/8" GWB

WALL MODIFIER:

A Abuse resistant F Full height - extend to structure above P Partial height - extend six inches above ceiling S Sound - attenuation batt insulation

XXXX

X - 36 - 24 - 18

MILLWORK TYPE

WIDTH (INCHES)

HEIGHT (INCHES)

DEPTH (INCHES)

NOTES:

SECTIONS AND DETAILS IN ACCORDANCE

WITH A.W.I. STANDARDS. SEE

SPECIFICATIONS FOR QUALITY GRADE.

SEE ELEVATIONS FOR SHELVING AND DOOR

CONFIGURATIONS.

MILLWORK TYPE:

B BASE CABINET

BS BASE SHELF

W WALL CABINET

CASEWORK LEGEND

0 COLUMN GRID

NORTH ARROW

A101

SIM

WINDOW TAG

CENTER LINE

FLOOR PLAN LEGEND

ELEVATION TARGET

SECTION / ELEVATION

CALLOUT

ROOM TAG

Name Elevation

TRUE

NORTH

NEW DOOR WITH DOOR TAG

EXISTING DOOR

FEC(X)

FIRE EXTINGUISHER CABINET

FLOOR DRAIN

EWC

ELECTRIC WATER COOLER

TYPE

FEC(R) RECESSED

FEC(S) SEMI RECESSED

FEC(F) FLUSH MOUNTED

FEB BRACKET MOUNTED

Room name

FEB

7 6 5 34

CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:

THIS COPYRIGHTED DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN IS AN

INSTRUMENT OF SERVICE AND SHALL NOT BE

REPRODUCED, ALTERED, OR REUSED IN PART

OR IN WHOLE WITHOUT PRIOR WRITTEN

PERMISSION FROM THE ARCHITECT. THIS

DRAWING IS THE EXCLUSIVE PROPERTY OF

THE ARCHITECT AND MUST BE RETURNED

UPON REQUEST.

2 1

FOR REVIEW

NOT FOR CONSTRUCTION

19 Washington Park Greenville, SC 29601

Phone 864.242.0761 Fax 864.501.9945 E-mail cgd@cgdarch.com

Au to de sk

D oc s:

//T ur be vi lle

L ib ra ry

/T ur be vi lle L ib ra ry C on ce pt .rv t 8/

GENERAL NOTES AND

LEGENDS

G101

08/29/2025 22067

SHZ

DLD

CONSTRUCTION DOCUMENTS

TURBEVILLE

BRANCH LIBRARY

HARVIN

CLARENDON

COUNTY

LIBRARY

Owner Address

1178 Smith Street Turbeville, S.C. 29162

CIRCULATION

CI-1. SEAL ALL STAIR STRINGERS AND LANDINGS TO THE WALL WHERE A TIGHT UNIFORM FIT HAS NOT BEEN FURNISHED AT THE WALL AND STAIR STRINGER

CONDITION.

COORDINATION

CO-1. THE CUTTING OF EXISTING CONSTRUCTION AND FINISHES SHALL BE REPAIRED WHERE CUT OR DAMAGED BY OTHER PORTIONS OF THE WORK BY TRADES PEOPLE WHO ARE BY TRAINING AND EXPERIENCE QUALIFIED TO MAKE SUCH REPAIRS, SHALL PERFORM THE REPAIRS.

CO-2. PROVIDE WOOD BLOCKING IN STUD OR OTHER HOLLOW WALLS AND OR SHEET METAL PLATES FOR ATTACHMENT OF WALL MOUNTED ACCESSORIES SUCH AS SHELVING, CASEWORK, GRAB BARS, TOILET ACCESSORIES, TOILET PARTITIONS, WALL MOUNTED LIGHT FIXTURES, BENCHES, COAT RODS, TELEVISIONS AND AV EQUIPMENT, SECURITY CAMERAS, SLIDING DOOR TRACKS, MARKER BOARDS, MIRRORS, ETC. WOOD BLOCKING SHALL BE FIRE RATED WHERE REQUIRED BY CODE

OR THE CODE OFFICIAL.

CO-3. ALL WALL MOUNTED DEVICES SUCH AS ELECTRICAL RECEPTACLE PLATES, ELECTRICAL SWITCH PLATES, THERMOSTATS, LIGHT FIXTURES, DATA PLATES, SIGNAGE, FIRE ALARM PULL STATIONS, FIRE ALARM HORNS AND STROBES, MOTION DETECTORS, ETC. SHALL BE MOUNTED LEVEL AND PLUMB. WHERE DEVICES ARE ADJACENT TO ONE ANOTHER SUCH AS LIGHT SWITCHES, RECEPTACLES, T-STATS, ETC. THE TOP OF THE DEVICE SHALL ALIGN WITH THE ADJACENT DEVICE.

CO-4. INFORMATION PERTINENT TO THE SCOPE OF WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS. REFER TO CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, ETC., FOR ADDITIONAL NOTES. ALL NOTES ARE TO BE REVIEWED AND APPLIED TO RELATED BUILDING COMPONENTS. NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO RELATED DRAWINGS AND DETAILS.

CO-5. THE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL DRAWINGS, ETC., SUPPORT THE ARCHITECTURAL DRAWINGS IN DEFINING THE SCOPE OF WORK OF THE CONTRACT DOCUMENTS. DISCREPANCY BETWEEN THE ARCHITECTURAL AND THE ENGINEERING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE COMMENCING WITH THE WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER.

CO-6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE BUILDINGS ON THE SITE.

CO-7. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE

COMMENCING WITH THE WORK.

CO-8. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREON. HE SHALL INVESTIGATE, VERIFY AND BE FAMILIAR WITH CONDITIONS OF THE PROJECT. HE SHALL NOTIFY THE OWNER OF ANY CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK.

CO-9. PROVIDE SHOP DRAWINGS AND COORDINATION DRAWINGS TO GUIDE THE FIELD INSTALLATION OF ALL SYSTEMS. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL NOT USE THESE DIAGRAMMATIC CONTRACT DOCUMENTS AS THEIR SHOP AND COORDINATION DRAWINGS.

CO-10. IT IS THE DESIGN INTENT THAT ALL DEVICES MOUNTED ON WALLS SUCH AS LIGHT SWITCHES, ELECTRICAL RECEPTACLES, THERMOSTATS, TEMPERATURE SENSORS, SECURITY CARD READERS, MOTION DETECTORS, OCCUPANCY SENSORS, FIRE ALARM DEVICES, DIMMING CONTROLS, ETC. SHALL BE FURNISHED IN THE SAME COLOR. THE COLOR OF THESE DEVICES FOR THIS PROJECT SHALL BE COORDINATED WITH THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE

THIS REQUIREMENT WITH ALL TRADES.

CO-11. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFICS DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

CO-12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE CODES. ENGINEERING SHALL CONFORM TO ALL APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS HAVING JURISDICTION INCLUDING ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS.

DIMENSIONING

D-1. UNLESS OTHERWISE NOTED, DIMENSIONS ARE FROM COLUMN CENTERLINE, CENTER OF INTERIOR STUD, FACE OF EXTERIOR STUD, FACE OF MASONRY

AND FACE OF CONCRETE WALLS.

D-2. ALL NEW WORK ADJOINING EXISTING CONSTRUCTION SHALL ALIGN WITH AND MATCH EXISTING CONSTRUCTION UNLESS OTHERWISE DIMENSIONED OR DETAILED. NEW GYPSUM BOARD CONSTRUCTION MEETING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH THE EXISTING MATERIALS AND

SHOW NO VISIBLE JOINT.

D-3. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS NOTED OTHERWISE.

ENVELOPE

E-1.ALL EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND THE ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITIES THROUGH THE ENVELOPE, SHALL BE SEALED OR WEATHER-STRIPPED TO PREVENT AIR LEAKAGE / INFILTRATION.

E-2.WHETHER OR NOT SHOWN OR SPECIFIED, PROVIDE FOIL FACED MINERAL FIBER OR PLASTIC INSULATION BETWEEN ALL EXTERIOR AND INTERIOR HEATED SPACES INCLUDING INACTIVE PORTIONS OF LOUVERS, ETC. PLASTIC INSULATION SHALL BE ENCLOSED TO PREVENT TOXIC SMOKE DEVELOPMENT.

E-3.PROVIDE PHYSICAL METAL SUPPORT FOR FLEXIBLE FLASHING TO MAINTAIN POSITIVE DRAINAGE IN CAVITY WALLS OR ACROSS OTHER VOIDS.

E-4.FORM END DAMS IN FLASHING AT WINDOW & DOOR HEADS AND OTHER LOCATIONS AS REQUIRED TO DIRECT THE FLOW OF WATER TO THE EXTERIOR.

E-5.DO NOT SEAL WEEPS OR FLASHING TERMINATIONS TO THE EXTERIOR.

FINISHES

F-1.ENSURE THAT WALL FINISH MATERIALS SUCH AS PAINT ARE COMPATIBLE WITH SEALANT MATERIAL UTILIZED IN THE WALL CONSTRUCTION.

F-2.PROVIDE ACCESS PANELS IN CEILINGS WHERE REQUIRED FOR ACCESS TO ALL EQUIPMENT AND OR DEVICES. COORDINATE THIS REQUIREMENT WITH THE

WORK OF OTHER TRADES SHOWN ON THE DRAWINGS AND IN THE PROJECT MANUAL.

F-3. IN AREAS INDICATED BY THE FINISH SCHEDULE TO BE PAINTED AND WHERE NO CEILING IS INDICATED, PAINT SHALL EXTEND TO THE BOTTOM OF THE FLOOR OR ROOF STRUCTURE (TYPICAL). REFER TO THE FINISH SCHEDULE FOR PAINTING OF EXPOSED STRUCTURE.

GLAZING

G-1. WHETHER OR NOT EXPLICITLY INDICATED, ALL GLAZING SHALL BE SAFETY GLAZING WHEN WITHIN 18 ” OF THE FLOOR OR WITHIN 36” HORIZONTAL DISTANCE

FROM ANY DOOR.

G-2. PROVIDE HEAT STRENGTHENED AND OR TEMPERED GLASS AS RECOMMENDED BY GLASS MANUFACTURER OR AS REQUIRED BY CODE FOR EACH

APPLICATION.

MISCELLANEOUS

M-1. PROVIDE BUILDING ADDRESS NUMBERS FOR THE BUILDING IN THE SCOPE OF WORK. SIGNAGE SPECIFICATION AND LOCATION OF BUILDING ADDRESS

NUMBERS SHALL BE COORDINATED WITH THE ARCHITECT.

M-2. THE UNSUPPORTED ARM-OVER LENGTH TO A SPRINKLER HEAD DROP, OR SPRIG-UP SHALL NOT EXCEED 24 ” FOR STEEL PIPE.

M-3. SHOULD THE CONTRACTOR ENCOUNTER ANY MATERIALS IDENTIFIED AS HAZARDOUS MATERIALS HE SHALL IMMEDIATELY REFER TO THE GENERAL

CONDITIONS AND NOTIFY THE OWNER AND THE ARCHITECT.

M-4. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID MOLECULAR BREAKDOWN.

STRUCTURAL

S-1.SEE STRUCTURAL DRAWINGS FOR STRUCTURAL MEMBER SIZE & SEISMIC BRACING REQUIREMENTS.

S-2.THE CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS AND ADVISE THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE START OF WORK.

S-3.REFER TO THE STRUCTURAL DRAWINGS FOR LIGHT GAGE FRAMING REQUIREMENTS FOR ALL EXTERIOR WALL FRAMING CONDITIONS DETAILS SHALL GOVERN IF A CONFLICT SHOULD OCCUR BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS IN REGARDS TO EXTERIOR WALL FRAMING.

S-4.REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL MEMBER SIZES.

WALLS

W-1. ALL CMU WALLS AND SOUND RATED PARTITIONS SHALL EXTEND FROM FINISH FLOOR TO WHERE THEY MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK AND SHALL BE ENTIRETY SEALED OFF WITH NON-HARDENING CAULK UNLESS NOTED OTHERWISE. ALL PENETRATIONS; SUCH AS PIPING, CONDUITS, DUCTS, ETC., IN SUCH SEALED OFF WALLS OR PARTITIONS; SHALL IN THEMSELVES BE PACKED WITH MINERAL WOOL FIBER INSULATION AND SEALED OFF WITH NON-HARDENING CAULK ALONG THE PERIMETER AS REQUIRED. ENSURE THAT THESE PENETRATIONS ARE SEALED WITH APPROVED MATERIALS IN

ACCORDANCE WITH A U.L. DESIGN ASSEMBLY FOR THE WALL RATING.

W-2. ALL SOUND RATED PARTITIONS (STC) WALLS OR PARTITIONS SHALL HAVE AN ACOUSTICAL GASKET AND OR ACOUSTICAL SEALANT AT THE TOP, BOTTOM AND SIDES WHERE A SOUND LEAK COULD EXIST. ALL PENETRATIONS THROUGH SUCH PARTITIONS SHALL BE GASKETED AND SEALED ALONG THE PENETRATION

PERIMETER.

W-3. ALL FIRE AND OR SMOKE PARTITIONS, FIRE BARRIERS AND FIRE WALLS SHALL EXTEND FROM FINISH FLOOR TO WHERE IT MAY BE SEALED, SUCH AS THE UNDERSIDE OF THE STRUCTURE OR DECK AND BE ENTIRELY SEALED OFF WITH FIRE SAFING MATERIALS PER AN APPROVED FIRE RATED ASSEMBLY IN ACCORDANCE WITH U.L. DESIGN. ALL RATED AND SMOKE WALLS SHALL BE LABELED EVERY 10'-0 ” WITH 3” HIGH STENCILED LETTERING WITH WORDING SUCH AS “2- HOUR RATED FIRE BARRIER”, PROTECT ALL OPENINGS” OR VERBIAGE APPROVED BY THE LOCAL BUILDING OFFICIAL OR FIRE MARSHAL. LETTERING AND ARROWS

MAY ALSO BE UTILIZED TO INDICATE THE DIRECTION OF THE FIRE RATING.

W-4. METAL STUDS SHALL BE ATTACHED WITH TWO SCREWS AT 16 ” O.C. IN THE BOTTOM AND TOP TRACKS UNLESS DEFLECTION TRACKS ARE UTILIZED UNLESS

NOTED OTHERWISE.

W-5. ALL INTERIOR WALLS ARE TO BE 3 5/8” METAL STUDS WITH ONE LAYER OF 5/8” GYPSUM WALLBOARD UNLESS NOTED OTHERWISE BY A WALL TYPE.

W-6. IN THE CASE OF NON-RATED PARTITIONS METAL STUDS AND GYPSUM BOARD SHALL BE EXTENDED THE SAME AS RATED PARTITIONS UNLESS NOTED OTHERWISE BY A WALL TYPE OR NOTE. IN LOCATIONS WHERE GYPSUM BOARD WALLS ARE NOT INDICATED TO EXTEND TO STRUCTURE, GYPSUM BOARD SHALL

EXTEND TO 6” ABOVE FINISH CEILING.

W-7. IN ALL LOCATIONS WHERE CEILINGS ARE NOT SCHEDULED ON ONE SIDE OR BOTH SIDES OF A WALL, THE PARTITION SHALL EXTEND UP TO THE UNDERSIDE

OF THE STRUCTURE.

W-8. WALL ACCESSORIES SUCH AS FIRE EXTINGUISHER CABINETS, PAPER TOWEL DISPENSERS, ETC. INSTALLED IN RATED WALLS SHALL BE INSTALLED IN A

MANNER WHICH WILL NOT REDUCE THE FIRE RATING OF THE WALL.

W-9. ALL PENETRATIONS THROUGH FLOOR SLABS SUCH AS PIPING, CONDUITS, ETC. SHALL BE SEALED WITH COMPATIBLE MATERIALS AND SHALL SEAL AGAINST WATER PENETRATION RATED MATERIALS TO BE USED AT RATED ASSEMBLIES TO MAINTAIN SPECIFIED RATING.

W-10. ALL OUTSIDE CORNERS AND END OF GYPSUM WALL PARTITIONS SHALL HAVE METAL CORNER BEADS OR METAL TRIM UNLESS NOTED OTHERWISE.

W-11. EXPOSED CONCRETE WALLS SHALL BE POINTED UP, RUBBED AND PATCHED AS REQUIRED, PRIOR TO THE APPLICATION OF PRIME PAINTING IN ALL LOCATIONS. POINTING UP MATERIALS SHALL BE THE SAME TYPE OF MATERIAL AS THE WALL CONSTRUCTION.

W-12. UNLESS NOTED OTHERWISE, ALL DOOR AND CASED OPENING FRAMES TO BE MOUNTED 6 ” OFF OF ADJACENT WALL AT DRYWALL PARTITIONS AND 8 ” OFF OF ADJACENT WALL AT MASONRY PARTITIONS OR CENTERED ON WALL. STRIKE SIDE OF DOOR MUST MEET ADA REQUIREMENTS IN ALL LOCATIONS.

W-13. PROVIDE "TYPE X" GYPSUM WALLBOARD AT RATED PARTITIONS, UNLESS NOTED OTHERWISE.

PROJECT NOTESSYMBOLS LEGENDPROJECT ABBREVIATIONS LEGEND

A/C

ACS

ACST

ACP (ACP-)

ACT (ACT-)

ADA

ADH

ADJ

AFF

AGGR

AHR

AHU

ALT

ALUM

(ALUM-)

ANOD

ANN

APPROX

ARCH

ASPH

AUTO

AWP (AWP-)

B/B

BB (BB-)

BBD

BE (BE-)

BITUM

BLDG

BLKG

BMK

BOT

BOT/

BR (BR-)

BRG

BRZ

BSMT

BUR

CAB

CEM

CG (CG-)

CH (CH-)

CIP

CIRC

CLG

CLO

CLR

CMU

COL

CONC

CONF

CONN

CONSTR

CONT

CONTR

COORD

CORR

CPT (CPT-)

CSK

CT (CT-)

CTR

CCTV

d D

DBL

DCT (DCT-)

DEG

DEMO

DEPT

DET

DF (DF-)

DIA

DIAG

DIFF

DIM

DISP

DIV

DWG

DWV

EIFS

ELAST

ELEC

ELEV

EMER

ENCL

ENGR

ENTR

EOS

EQUIP

ETC

EWC

EXC

EXH

EXIST

EXP

EXPO

EXT

ANCHOR BOLT

AIR CONDITION(ING)(ED)

ACCESS

ACOUSTIC(AL)

ACOUSTICAL CEILING

PANEL

ACOUSTICAL CEILING TILE

AREA DRAIN

AMERICANS WITH

DISABILITIES ACT

ADHESIVE

ADJUSTABLE

ABOVE FINISHED FLOOR

AGGREGATE

ANCHOR

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

ANODIZE(D)

ANNUNCIATOR

APPROXIMATE

ARCHITECT(URAL),

ASPHALT

AUTOMATIC

ACOUSTICAL WALL PANEL

BACK TO BACK

BULLETIN BOARD

BASE BOARD

BOARD

BENCH

BITUMINOUS

BUILDING

BLOCKING

BEAM

BENCHMARK

BOTTOM

BOTTOM OF

BRICK

BEARING

BRONZE

BASEMENT

BUILT-UP ROOFING

CABINET

CATCH BASIN

CEMENT

CORNER GUARD

COAT HOOK

CAST IRON

CAST-IN-PLACE

CIRCULATION

CONTROL JOINT

CENTER LINE

CEILING

CLOSET

CLEAR

CENTIMETER

CONCRETE MASONRY UNIT

CLEANOUT

COLUMN

CONCRETE

CONFERENCE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTOR

COORDINATE

CORRIDOR

CARPET

COUNTERSUNK

CERAMIC TILE

CENTER

CUBIC

COLD WATER

CLOSED CIRCUIT

TELEVISION

PENNY (NAIL)

DEEP, DEPTH

DOUBLE

DIAPER CHANGING TABLE

DEGREE

DEMOLISH, DEMOLITION

DEPARTMENT

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIFFUSER

DIMENSION

DISPENSER

DIVISION

DEAD LOAD

DOWN

DAMPPROOFING

DOOR

DOWNSPOUT

DISHWATER

DRAWING

DRAINAGE, WASTE

AND VENT

EAST

EACH

EXTERIOR INSULATION AND

FINISH SYSTEM

EXPANSION JOINT

ELEVATION

ELASTOMERIC

ELECTRIC(AL)

ELEVATOR

EMERGENCY

ENCLOSURE

ENGINEER

ENTRANCE

ELECTRIC OUTLET

EDGE OF SLAB

ELECTRICAL PANEL

EQUAL

EQUIPMENT

EMERGENCY SHOWER

ETCETERA

EACH WAY

ELECTRIC WATER COOLER

EXCAVATION, EXCAVATE

EXHAUST

EXISTING

EXPANSION

EXPOSED

EXTERIOR, EXTERNAL

GALV

GB (GB-)

GEN

GFRC

GFRG

GL (GL-)

GL BLK

GLU LAM

GYP PLAS

GYP

HCP

HDW

HDWD

HORIZ

HTG

HTR

HVAC

HYD

INCAND

INCL

INSUL

(INSUL-)

INT

INTERM

INV

JAN

JAN CLO

KIT

KPL (KPL-)

LAM

LAU

LAV

LB(s)

LKR (LKR-)

LLH

LLV

LNG

LTG

LVL

LWC

GAUGE

GALVANIZED

GRAB BAR

GENERAL

GLASS FIBER REINFORCED

CONCRETE

GLASS FIBER REINFORCED

GYPSUM

GLASS

GROUND

GLASS BLOCK

GLUE LAMINATED WOOD

GYPSUM PLASTER

GRADE

GREASE TRAP

GYPSUM

HIGH

HOSE BIBB

HOLLOW CORE

HANDICAPPED

HARDWARE

HARDWOOD

HOLLOW METAL

HOLD OPEN

HORIZONTAL

HIGH POINT

HOUR

HEIGHT

HEATING

HEATER

HEATING, VENTILATION,

AIR CONDITIONING

HOT WATER

HYDRANT

INCANDESCENT

INCLUDE(D), INCLUDING

INSULATION

INTERIOR

INTERMEDIATE

INVERT

JANITOR

JANITOR'S CLOSET

JOINT

KNOCK(ED) DOWN

KNOCK OUT

KITCHEN

KICK PLATE

LONG, LENGTH

LAMINATE(D)

LAUNDRY

LAVATORY

POUND(S)

LINEAR FOOT, (FEET)

LEFT HAND

LIVE LOAD

LOCKER

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDE,

LONGITUDINAL

LOW POINT LIGHT

LIGHTING

LEVEL

LIGHT WEIGHT CONCRETE

r R

RAD

RB (RB-)

RCP

RCPTN

REC

REF

REFR

REINF

REINF CONC

REQD

RESIL

REV

RFG

RF (RF-)

ROW

RTF (RTF-)

RVL

RISER

THERMAL RESISTANCE

RADIUS

RUBBER BASE

REFLECTED CEILING PLAN

RECEPTION

ROOF DRAIN

RECESSED

REFERENCE

REFRIGERATOR

REINFORCE,

REINFORCING

REINFORCED CONCRETE

REQUIRED

RESILIENT

REVISION

ROOFING

RESILIENT FLOORING

RIGHT HAND

ROOM

ROUGH OPENING

RIGHT OF WAY

RUBBER TILE FLOOR

REVEAL

F F/F

FAAP

FAB (FAB-)

FABR

FACP

FC (FC-)

FDTN

FEC

FHC

FHVC

FHR

FIN

FIN FLR EL

FIXT

FLASH

FLEX

FLR

FLUOR

FRTW

FTG

FTR

FURN

FURG

FUT

FACE OF

FACE TO FACE

FIRE ALARM

FIRE ALARM ANNUNCIATOR

PANEL

FABRIC

FABRICATE(D)

FIRE ALARM CONTROL

PANEL

FIRE CABINET

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

CABINET

FIRE HYDRANT

FIRE HOSE CABINET

FIRE HOSE VALVE CABINET

FIRE HOSE RACK

FINISH(ED)

FINISHED FLOOR

ELEVATION

FIXTURE

FLASHING

FLEXIBLE

FLOOR

FLUORESCENT

FINISHED OPENING

FIRE PROTECTION

FIRE RETARDANT TREATED

WOOD

FOOT (FEET)

FOOTING

FINNED TUBE RADIATION

FURNISH, FURNITURE

FURRING

FUTURE

MACH

MAINT

MAS

MATL

MAX

MCB

MDO

MDF

MECH

MEMB

MEZZ

MEP

MFR

MIN

MIRR (MIRR-)

MISC

MKR BD

(MKR BD-)

MTD

MTG

MTL

MULL

MVBL

NIC

NOM

NTS

O/O

OF/CI

OF/OI

OFD

OFF

OPH

OPNG

OPP

PBD

PCC (PCC-)

PERF

PERP

PGBD

PLAM

(PLAM-)

PLAS

PLBG

PLYWD

PNT (PNT-)

PNL

POL

PREFAB

PRKG

PROJ

PROJ SCRN

(PROJ SCRN-)

PROP

PSF

PSH (PSH-)

PSI

PTD

(PTD-)

PTN

PVC

PVG

QT (QT-)

QTY

METER

MACHINE

MAINTENANCE

MASONRY

MATERIAL

MAXIMUM

METAL CORNER BEAD

MEDIUM DENSITY OVERLAY

MEDIUM DENSITY

FIBERBOARD

MECHANICAL

MEMBRANE

MEZZANINE

MECHANICAL, ELECTRICAL,

PLUMBING & FIRE

PROTECTION

MANUFACTURER

MANHOLE

MINIMUM

MIRROR

MISCELLANEOUS

MARKER BOARD

MILLIMETER

MASONRY OPENING

MOUNTED

MOUNTING

METAL

MULLION

MOVABLE

NORTH

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

OUT TO OUT

OVERALL

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED,

CONTRACTOR INSTALLED

OWNER FURNISHED,

OWNER INSTALLED

OVERFLOW DRAIN

OFFICE

OVERHEAD

OPPOSITE HAND

OPENING

OPPOSITE

PUBLIC ADDRESS

PARTICLE BOARD

PRE-CAST CONCRETE

PERFORATED

PERPENDICULAR

PEG BOARD

PLATE

PLASTIC LAMINATE

PLASTER

PLUMBING

PLYWOOD

PAINT

PANEL

POLISHED

PAIR

PREFABRICATE(D)

PARKING

PROJECT

PROJECTION SCREEN

PROPERTY

POUNDS PER SQUARE

FOOT

PURSE SHELF

POUNDS PER SQUARE

INCH

POINT

PAPER TOWEL DISPENSER

PARTITION

POLYVINYL CHLORIDE

PAVING

QUARRY TILE

QUANTITY

SAB

SAN

SCHED

SD (SD-)

SECT

SGNG

SGL

SHT

SIM

SHR

SND (SND-)

SNDU

(SNDU-)

SPEC

SPKR

SSM (SSM-)

SST

STA

STC

STD

STL

STN (STN-)

STOR

STRUCT

SUSP

SV (SV-)

SYMM

T T T/ T&B T&G

TDR (TDR-)

TEL

TEMP

TER (TER-)

THK

THRES

TKBD(TKBD-)

TLT

TMPD

TOPO

TPD (TBD-)

TRTD

TSCD(TSCD-)

TYP

UCL (UCL-)

UNEXC

UNFIN

UGND

UNO

US UTIL

VB (VB-)

VCT (VCT-)

VENT

VERT

VEST

VIF

VOL

VNR (VNR-)

V SHT

VT (VT-)

VWC (VWC-)

W W/ W/O

WD (WD-)

WG (WG-)

WIN

W RECPT

WSCT

WWF

SOUTH

SOUND ATTENUATION

BATTS

SANITARY

SOLID CORE

SCHEDULE

SOAP DISPENSER

SECTION

SQUARE FOOT(FEET)

SIGNAGE

SINGLE

SHEET

SIMILAR

SHOWER

SANITARY NAPKIN

DISPENSER

SANITARY NAPKIN

DISPOSAL UNIT

STANDPIPE

SPECIFICATION

SPEAKER

SQUARE

SERVICE SINK

SOLID SURFACE MATERIAL

STAINLESS STEEL

STATION

SOUND TRANSMISSION

CLASS

STANDARD

STEEL

STONE

STORAGE

STRUCTURAL

SUSPENDED

SHEET VINYL

SYMMETRICAL

TREAD

TOP OF

TOP & BOTTOM

TONGUE & GROOVE

TOWEL DISPENSER/

RECEPTACLE

TELEPHONE

TEMPORARY

TERRAZZO

THICK

THRESHOLD

TENANT IMPROVEMENT

TACKBOARD

TOILET

TEMPERED

TOPOGRAPHY,

TOPOGRAPHIC

TOILET PAPER DISPENSER

TREATED

TUBE STEEL

TOILET SEAT COVER

DISPENSER

TELEVISION

TYPICAL

HEAT TRANSFER

COEFFICIENT

UNDER COUNTER

UNDER CABINET LIGHTING

UNEXCAVATED

UNFINISHED

UNDERGROUND UNIT

HEATER

UNDERWRITER'S

LABORATORIES

UNLESS NOTED

OTHERWISE

UNDERSLAB UTILITY

VINYL BASE

VINYL COMPOSITION TILE

VENTILATION

VERTICAL

VESTIBULE

VERIFY IN FIELD

VOLUME

VENEER

VAPOR RETARDER

VINYL SHEET

VINYL TILE

VINYL WALL COVERING

WEST

WITH

WITHOUT

WATER CLOSET

WOOD

WALL GUARD

WIDE FLANGE

WATER HEATER

WROUGHT IRON

WINDOW

WIRE MESH

WATER PROOFING

WASTE RECEPTACLE

WAINSCOT

WEIGHT

WELDED WIRE FABRIC

YARD

ZINC.

Typical Toilet Accessories Mounting Heights

F.F.

BC WAD PTD SD MR CH

EWC FEC MOP

Typical Toilet Accessories Mounting Heights

F.F.

FDS

ACCESSORIES

C H

B U

NOTE: THIS SHEET IS A REFERENCE FOR GENERAL

ACCESSIBILITY REQUIREMENTS FROM ICC A117.1-2017.

SOME DETAILS MAY REFERENCE ACCESSORIES OR

CONDITIONS THAT DO NOT APPLY TO THIS SPECIFIC

PROJECT.

4" M

B U

*FOR WHEELCHAIRS: 36"

MAX. FOR GENERAL

OCCUPANCY OR 30" MAX.

WHERE CHILDREN ARE

PRIMARY USERS.

Ref: ICC/ANSI A117.1-2017, Fig. 1103.12.4

Kitchen Sink Accessible Space Ref: ICC/ANSI A117.1-2017, Fig. 1103.12.3

Kitchen Accessible Work Surface

1103 TYPE A DWELLING UNITS

60" MIN.

18" MIN.

16" - 18" 56

60" MIN.

16" - 18"

Forward Approach Water Closet Clearance

Parallel and Forward Approach Water Closet Clearance

30" MIN.*

30" MIN.

4" M

Ref: ICC/ANSI A117.1-2017, Comply with 603 thru 610, Figure 1103.11.2.4 (A-D)

Ref: ICC/ANSI A117.1-2017, Comply with 603 thru 610, Figure 1103.11.2.4 (A,B)

*36" MIN. IF PART OF T-SHAPED

TURNING SPACE PER SECTIONS

304.3.2 & 1003.3.2

*36" MIN. IF PART OF T-SHAPED

TURNING SPACE PER SECTIONS

304.3.2 & 1003.3.2

Bench Height Bench Seats Size & Clearance

903 BENCHES

20" - 24"

42" min.

60" min. in alcove

Ref: ICC/ANSI A117.1-2017, Fig. 903 (B) Ref: ICC/ANSI A117.1-2017, Fig. 305.5 (B) & Fig. 903 (A)

48" min.

Ref: ICC/ANSI A117.1-2017, Fig. 802.4 (A-C)Ref: ICC/ANSI A117.1-2017, Fig. 802.3 (A-B)

Width of a Wheelchair Space in Auditorium and Assembly Areas

802 AUDITORIUM AND ASSEMBLY AREAS

SIDE ACCESS

FRONT OR REAR

ACCESS

MULTIPLE ADJACENT

SPACESSINGLE SPACE

36" MIN. 33" MIN. 33" MIN.

Depth of a Wheelchair Space in Auditorium and Assembly Areas

703 BRAILLE

Height of Braille Characters Above Floor Ref: ICC/ANSI A117.1-2017, Fig. 703.4.10

AREA OF

REFUGE FUG

br ai lle b as el in e

" m in . t o br ai lle b as el in e m ax . t o

Ref: ICC/ANSI A117.1-2017, Fig. 610.3.2

L-Shaped Shower Compartment Seat Ref: ICC/ANSI A117.1-2017, Fig. 610.3.1

610 SEATS

15" - 16"

2" M

3" M

2 1/2" MAX.

22" - 23"

2" M

15" - 16"2 1/2" MAX.

Rectangular Shower Compartment Seat

3" M

RECTANGULAR NON-CIRCULARCIRCULAR

Spacing of Grab Bars Ref: ICC/ANSI A117.1-2017, Fig. 609.3Ref: ICC/ANSI A117.1-2017, Fig. 609.2 (a-c)

Size of Grab Bars

609 GRAB BARS

" M

2" M

1 1/2" MIN.1 1/4" - 2" 1 1/2" MIN.2" MAX.1 1/2" MIN.

4" - 4.8" PERIMETER

1 1/2" MIN.

O F

O N

* 11" - 17" for children's

ELEVATION

PLAN

Clearances for Ambulatory Accessible Water Closet

Ref: ICC A117.1-2017, Fig. 604.5.1, Fig. 604.4 and Fig. 604.7(A)

Ref: ICC A117.1-2017, Fig. 604.5.2

Rear Wall Grab Bar for Water Closet

Ref: ICC A117.1-2017, Fig. 604.9.5(A)

Toilet Compartment Toe Clearance

Clearances for Standard Water Closet

Clearances for Accessible Urinals (Unobstructed)

Side Wall Grab Bar & Recessed Dispenser Outlet Location

" m in

35-37"max

17" - 19"

" m in

16"

32" min

" m in clear 30" min

15" 15"

8" min

42" min 54" min max 12" 42" min

39" - 41"

Se ct

.4 .1

6" se at

- 1 9"

" m in m in

1 1/2" min

Ref: ICC A117.1-2017, Fig. 604.10.1

/2 " m in

Ref: ICC A117.1-2017, Sect 605

604 WATER CLOSETS,TOILET COMPARTMENTS, &

605 URINALS Cont.

60" MIN.

" M

Other fixtures not allowed within this area.

Ref: ICC A117.1-2017, Fig. 604.3

Size of Clearance for Water Closet

Ref: ICC A117.1-2017, Fig. 604.7.1(A) and Fig. 604.7.1(B)

Protruding Dispenser Location m in

" 48

" m ax

24" min

36" max

24" min

42" max

36" min min 6"

36" max

" m in

Se c.

1/ 2" m in

42" max m in clear 36" min

Ref: ICC A117.1-2017, Fig. 305.7.2

Clearance for Accessible Urinals (Alcove)

" m ax

Ref: ICC/ANSI A117.1-2017, Fig. 607.2 (B), Fig. 607.4.1 & Fig. 610.2 (B)

ELEVATION

PLAN

ELEVATION

PLAN

Ref: ICC/ANSI A117.1-2017, Fig. 607.2 (A), Fig. 607.4.2 (A) & Fig. 610.2 (A)

Grab Bar Locations & Clearances for Bathtubs without Permanent Seats

HEAD

END

WALL

FOOT

END

WALL

BACK

WALL

FOOT

END

WALL

BACK

WALL

HEAD

END

WALL

Grab Bar Locations & Clearances for Bathtubs with Permanent Seats

607 BATHTUBS

LENGTH OF TUB

15" - 16"

12" MAX. 24" MAX.

15" MAX.12" MAX.

15" MIN.

12" MIN.

LENGTH OF TUB

15" - 16"

8" -1

15" MIN.

4" M

* CONTROL

LOCATION PER

FIG. 607.5

Ref: ICC/ANSI A117.1-2017, Fig. 608.4.1 & Fig. 608.3.1

Standard Roll-In-Type Shower Compartment Clearances & Grab Bar Locations Ref: ICC/ANSI A117.1-2017, Fig. 608.2.2.1 & Fig. 608.3.2(B)

608 SHOWER COMPARTMENTS

BACK WALL

CONTROL

WALL

SEAT

WALL

Transfer-Type Shower Compartment Clearances & Grab Bar Locations

36" MIN.

48" MIN.

18"

SEAT

WALL

SIDE

WALL

CONTROL/

BACK WALL

6" MAX.

6" M

60" MIN.

LAV.

COMPLYING

W/ 606

Ref: ICC/ANSI A117.1-2017, Fig. 608.4.1

Ref: ICC/ANSI A117.1-2017, Fig. 608.2.1 & Fig. 608.3.1

Alternate Roll-In-Type Shower Compartment Clearances & Grab Bar Locations Ref: ICC/ANSI A117.1-2017, Fig. 608.2.3 & Fig. 608.3.3

Standard Roll-In-Type Shower Compartment Clearances without Seats and Grab Bar Locations

6" M

6" MAX. 6" MAX.

36" MIN.

60" MIN.

24" - 36"

6" M

6" MAX. 6" MAX.

6" M

60" MIN.

SEAT

Transfer-Type Shower Controls & Handshower Location

CONTROL

WALL 38

" M

15" MAX.

CONTROL/

BACK WALL

Ref: ICC/ANSI A117.1-2017, Fig. 608.4.2

Standard Roll-In Type Shower Controls & Handshower Location

SEAT

27" MAX. 15" MAX.

BACK

WALL

OF SEAT 38

" M

Ref: ICC/ANSI A117.1-2017, Fig. 608.4.3 (a,b)

Standard Roll-In Type Shower Controls & Handshower Location

27" MAX.

16" MIN.

" M

16" MIN.

SIDE

WALL

At least as wide as ramp run

405 RAMPS

Ref: ICC A117.1-2017, Fig. 405.9.2.1

Ref: ICC A117.1-2017, Fig. 405.9.1

Extended Surface Ramp Edge Protection

Ref: ICC A117.1-2017, Fig. 405.7(B)

Ramp Landing at Turn

Ref: ICC A117.1-2017, Fig. 405.7(A)

Ramp Landing at Straight Run

RAMP RUN

LANDING

RAMP RUN

LANDING RAMP RUN LANDING

" m in

60" min

60" min 60" min

12" min 12" min

Extended Surface Ramp Barrier Protection

Ref: ICC A117.1-2017, Fig. 405.9.2.2

Extended Surface Ramp Curb Protection

4" M

Ref: ICC A117.1-2017, Fig. 405.9

Edge Protection - Limited Drop Off

10".1/

2" M

10".1/ 2"

Clear 36" min

1:12 max running slope 30" max rise between landings

Clear 36" min

Ref: ICC A117.1-2017, Fig. 502.2(A) & Fig. 502.2(B)

Vehicle Parking Space and Access Aisle

502 PARKING SPACES

Access aisle serving car and van parking spaces

Area to be marked

O F

G S

*132"min (van) 96"min (car) 60" MIN.

Van parking space size exception

96"min 96"min

Area to be marked

503 PASSENGER LOADING ZONE

Ref: ICC A117.1-2017, Fig. 503.3(A)

* Existing buildings and facilities

Passenger Loading Zone Access Aisle

AREA TO BE MARKED

20'-0"min

*6 0" m in

" m in

Ref: ICC A117.1-2017, Fig. 504.2

Treads and Risers for Accessible Stairways

Ref: ICC A117.1-2017, Fig. 504.5

Stair Nosings

ANGLED RISERBEVELED NOSING CURVED NOSING

504 STAIRWAYS

VERTICAL RISER

11" min

1 1/2"max 1 1/2" max

30° max1/2" max radius or bevel 11" min 11" min

Rectangular Non=circularCircular

Ref: ICC A117.1-2017, Fig. 505.5 & Fig. 505.7(A-C)

Handrail Clearance and Cross Section

Ref: ICC A117.1-2017, Fig. 505.4(B) and Fig. 505.10.1Ref: ICC A117.1-2017, Fig. 505.4(A), Fig. 505.10.2, and Fig. 505.10.3

Top and Bottom Handrail Extensions and Heights at Stairs

505 HANDRAILS

X = Tread depth

12" min

12" min 12" min

4" m ax

1 1/2"min2 1/4" max

1 1/2"min

4" - 6 1/4" Perimeter

1 1/2"min

1 1/4" - 2"

Top and Bottom Handrail Extensions and Heights at Ramps

Ref: ICC A117.1-2017, Fig. 602.2.1(B), Fig. 305.5(B), & Fig. 305.7.1

602 DRINKING FOUNTAINS AND WATER COOLERS

Ref: ICC A117.1-2017, Fig. 602.2.1(A), Fig. 305.5(A), & Fig. 305.7.2

Clear Floor Space at Wheelchair Drinking Fountains

30" min 15" 15"

" m in

5" m ax

" m in

52" min m ax

26" 26"

Clear Floor Space at Wheelchair Drinking Fountains Primarily for Children's Use Exception

Ref: ICC A117.1-2017, Fig. 604.9.2(A), Fig. 604.9.3.1(A), Fig. 604.2(A), & Fig. 604.9.5(B)

Clearances for Wall-Hung Wheelchair Accessible Water Closet

604 WATER CLOSETS,TOILET COMPARTMENTS, &

605 URINALS

60" MIN.

w al l-h un g w

" m in cl ea ra nc e 8" m in to e4" max

16" - 18"

8" min

6" M

56" min or

* 59" min. for floor-mounted water closet

Ref: ICC A117.1-2017, Fig. 404.2.3.2(B)Ref: ICC A117.1-2017, Fig. 404.2.3.2(A)

Maneuvering Clearance at Swinging Door: Front Approach, Pull Side

Ref: ICC A117.1-2017, Fig. 404.2.2(C)Ref: ICC A117.1-2017, Fig. 404.2.2(B)Ref: ICC A117.1-2017, Fig. 404.2.2(A)

Clear Width of Hinged Door

Ref: ICC A117.1-2017, Fig. 404.2.3.2(E)Ref: ICC A117.1-2017, Fig. 404.2.3.2(D)

404 DOORS AND DOORWAYS

32" min32" min

32" min

" m in 18" min **

" m in

36" min

42" MIN.

12" min*

* If both closer and latch are provided.

Clear Width of Sliding Door Clear Width of Folding Door

Maneuvering Clearance at Swinging Door: Front Approach, Push Side

Maneuvering Clearance at Swinging Door: Hinge Approach, Pull Side

Ref: ICC A117.1-2017, Fig. 404.2.3.3(A)

Maneuvering Clearance at Sliding and Folding Door:

Front Approach

* 4 8"

" m in

Ref: ICC A117.1-2017, Fig. 404.2.3.3(C)

Maneuvering Clearance at Sliding and Folding Door:

Pocket or Hinge Approach

22" min

" m in

Ref: ICC A117.1-2017, Fig. 404.2.2(D)

Clear Width of Doorways without Doors

36" min

Ref: ICC A117.1-2017, Fig. 404.2.3.3(D)

Maneuvering Clearance at Sliding and Folding Door: Stop or Latch Approach

24" min42 " m in

Ref: ICC A117.1-2017, Fig. 404.2.3.4(A)

Maneuvering Clearance at Doorways Without Doors:

Front Approach

* 4 8"

" m in

Ref: ICC A117.1-2017, Fig. 404.2.3.4(C)

Maneuvering Clearance at Doorways Without Doors:

Side Approach

" m in

* Existing buildings

** Existing buildings

Ref: ICC A117.1-2017, Fig. 403.5.2(B)

Clear Width at 180-Degree Turn Ref: ICC A117.1-2017, 403.5.1(A)

Clear Width of an Accessible Route

403 WALKING SURFACES

>4 3"

" m in x<52

" m ax *4

" m ax

" m ax 32" min

36" min

32" min

36" min *>36" **>43"

42" min.

*>36" **>43"

42" min.

*Existing buildings

* Option 1 - 403.5.2(A) ** Option 3 - 403.5.2(C)

Ref: ICC A117.1-2017, Fig. 403.5.3.1(A)

Clear Width at 90-Degree Turn - New Buildings - Option 1

* Option 2 - 403.5.3.1(B)

40" 28"

*8"min

*8 " m in **

" m in

36" min

Ref: ICC A117.1-2017, Fig. 308.3.2(B)Ref: ICC A117.1-2017, Fig. 308.3.2(A)Ref: ICC A117.1-2017, Fig. 308.3.1

Ref: ICC A117.1-2017, Fig. 308.2.2(B)Ref: ICC A117.1-2017, Fig. 308.2.2(A)Ref: ICC A117.1-2017, Fig. 308.2.1

Unobstructed Forward Reach

308 REACHING RANGES

m in

" m ax

20" max

" m ax

> 20" - 25"

" m in

" m ax

10" max

" m ax

>10-24

" m ax

20" Max. Obstructed High Forward Reach

Unobstructed Side Reach

Obstructed High Side Reach

20" - 25" Max. Obstructed High Forward Reach

24" Max. Obstructed High Side Reach

10" max

Ref: ICC A117.1-2017, Fig. 307.4

Reduced Vertical Clearance

Ref: ICC A117.1-2017, Fig. 307.3(B)Ref: ICC A117.1-2017, Fig. 307.3(A)

Post-Mounted Protruding Object

Ref: ICC A117.1-2017, Fig. 307.2

Limits of Protruding Objects

307 PROTRUDING OBJECTS

4" MAX.

X m ax27

" a nd

4" max 4" max

Post-Mounted Protruding Objects

" m ax

X > 12"

X < 12"X

4" max.

" a nd

" m inX > 12" unlimited

4" max.

Ref: ICC A117.1-2017, 307.1 - Protruding objects on circulation paths

TOP OF SINKS

LAVATORIES,

TABLES,

COUNTERS,

& WORKING

SURFACES

Ref: ICC A117.1-2017, Fig. 306.3(A) & 606.3

Knee Clearance Ref: ICC A117.1-2017, Fig. 306.2(A) & 606.3

Toe Clearance

306 KNEE & TOE CLEARANCE; 606 LAVATORIES & SINKS;

902 SEATING AT TABLES, COUTERS, & WORK SURFACES

8" MIN.

11" min

" m ax

" m in

9" m in

6" max

" m ax

9" m in

TOP OF SINKS

LAVATORIES,

TABLES,

COUNTERS,

& WORKING

SURFACES

17" - 25" 25" max

" m in

Ref: ICC/ANSI A117.1-2017, Fig. 306.3(B)

Knee Clearance - Plan Ref: ICC A117.1-2017, Fig. 306.2(B)

Toe Clearance - Plan

52"

Ref: ICC A117.1-2017, Fig. 305.7.1Ref: ICC A117.1-2017, Fig. 305.7.2

Maneuvering Clearance in an Alcove Forward Approach

305 CLEAR FLOOR SPACE

Ref: ICC A117.1-2017, Fig. 305.3.2Ref: ICC A117.1-2017, Fig. 305.3.1

Clear Floor Space - New Buildings

(4 8" e xi st in g)

" m in

30" min

" m in

(52" new) 48" min

36" min

60" min

Clear Floor Space - Existing Buildings

Maneuvering Clearance in an Alcove Parallel Approach

2( A)

" m in

Ref: ICC A117.1-2017, Fig. 304.3.2.1(A)Ref: ICC A117.1-2017, Fig. 304.3.1.1

Circular Turning Space New Buildings

304 WHEELCHAIR TURNING SPACE

68" min

" m in

36" min min 16" min 16"

T-Shaped Turning Space New Buildings - Option 1

67" min

" m ax

Overlap of knee and toe per 306

" m in

Ref: ICC A117.1-2017, Fig. 304.3.1.2

Circular Turning Space Existing Buildings

" m ax

60" min

Location of Vision Panel & Hardware

Ref: ICC A117.1-2017, Fig. 404.2.5(A)

Two Doors in Series

Ref: ICC A117.1-2017, Fig. 404.2.5(C)

Two Doors in Series

* 48" WHERE CLOSER IS PROVIDED

Ref: ICC A117.1-2017, Fig. 404.2.3.2(H)

Ref: ICC A117.1-2017, Fig. 404.2.3.2(G)Ref: ICC A117.1-2017, Fig. 404.2.3.2(F)

* If both closer and latch are provided

*4 8" m in

" m in

*5 4" m in

" m in

24" min

*4 8" m in m in min 24"

" m ax

Vision panel

" m ax

48" min

" m in Maneuvering Clearance at Swinging Door: Latch Approach, Pull Side

Maneuvering Clearance at Swinging Door: Hinge Approach, Push Side

22" min

Maneuvering Clearance at Swinging Door: Latch Approach, Push Side

Ref: ICC A117.1-2017, Fig. 404.2.5(B)

Two Doors in Series

48" min

12" min *4 m in

" m in

Ref: ICC A117.1-2017, Fig. 404.2.3.5(C)

Maneuvering Clearance at Recessed Door: Pull Side

*4 8" m in

" m in

Ref: ICC A117.1-2017, Fig. 404.2.3.5(B)

* Existing buildings

Maneuvering Clearance at Recessed Door: Push Side

Ref: ICC A117.1-2017, Fig. 404.2.3.5(A)

Maneuvering Clearance at Recessed Door: Pull Side

18" min60 " m in

* If closer is provided

Ref: ICC A117.1-2017, 404.2.6.1, 404.2.10

*Existing buildings

64" min

" m in

Door width Door width Door width

" m in

7 6 5 34

CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:

THIS COPYRIGHTED DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN IS AN

INSTRUMENT OF SERVICE AND SHALL NOT BE

REPRODUCED, ALTERED, OR REUSED IN PART

OR IN WHOLE WITHOUT PRIOR WRITTEN

PERMISSION FROM THE ARCHITECT. THIS

DRAWING IS THE EXCLUSIVE PROPERTY OF

THE ARCHITECT AND MUST BE RETURNED

UPON REQUEST.

2 1

FOR REVIEW

NOT FOR CONSTRUCTION

19 Washington Park Greenville, SC 29601

Phone 864.242.0761 Fax 864.501.9945 E-mail cgd@cgdarch.com

Au to de sk

D oc s:

//T ur be vi lle

L ib ra ry

/T ur be vi lle L ib ra ry C on ce pt .rv t 8/

ACCESSIBILITY

STANDARDS

G102

08/29/2025 22067

SHZ

DLD

CONSTRUCTION DOCUMENTS

TURBEVILLE

BRANCH LIBRARY

HARVIN

CLARENDON

COUNTY

LIBRARY

1178 Smith Street Turbeville, S.C. 29162

REF.

DN DN

LIFE SAFETY LEGEND

100p

100'

OCCUPANCY USE GROUP &

ROOM SQUARE FOOTAGE

(OCCUPANT LOAD)

OCCUPANT LOAD AT EXIT

EXIT CAPACITY PROVIDED

(DOOR)

EXIT CAPACITY PROVIDED

(STAIR)

EXIT TRAVEL DISTANCE

1. NOTE

LIFE SAFETY NOTES

RATED DOOR ASSEMBLY

NORTH ARROW

FIRE EXTINGUISHER CABINET

DIRECTION OF EXIT TRAVEL

FEC

TRUE

NORTH

82P

150 SFUSE

Type

Room name

OLF LOAD

CODE SUMMARY:

PROJECT BUILDING STATEMENT:

PROJECT DESIGNED IN ACCORDANCE WITH:

USE AND OCCUPANCY CLASSIFICATION:

GENERAL BUILDING HEIGHTS AND AREAS:

FIRE - RESISTANCE RATING REQUIREMENTS:

WALL OPENINGS - AREAS AND FIRE PROTECTION RATINGS:

FIRE PROTECTION SYSTEMS:

OCCUPANCY LOAD:

STRUCTURAL DESIGN INFORMATION:

PLUMBING INFORMATION:

MECHANICAL INFORMATION:

CONSTRUCTION TYPE (SECTION 602)

OCCUPANCY CLASSIFICATION (SECTION 302.1):

ACCESSORY OCCUPANCY (SECTION 508):

NON-SEPARATED OCCUPANCIES (508.3):

BUILDING AREA

OVERALL THERMAL

TRANSFER VALUE (OTTV):

HEATING LOAD:

COOLING LOAD:

OUTSIDE AIR (CFM/PERSON):

AREA INCREASE DUE

TO FRONTAGE

(506.3.3)

ALLOWABLE

FLOOR AREA

(TABLE 506.2)

TOTAL

ALLOWABLE

FLOOR AREA

TOTAL

DESIGN

AREA

BUILDING HEIGHT

ALLOWABLE HEIGHT AND

NUMBER OF STORIES

(TABLE 504.3-.4)

TOTAL

DESIGN

HEIGHT

FEET

STORIES

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS

RATING AS

REQUIRED

(HOURS)

RATING AS

DESIGNED

(HOURS)

DESIGN

# FOR RATED

ASSEMBLY

STRUCTURAL FRAME, INCLUDING

COLUMNS, GIRDERS, TRUSSES

(TABLE 601)

BUILDING ELEMENT

BEARING WALLS (TABLE 601)

EXTERIOR

INTERIOR

EXTERIOR NONBEARING WALLS

AND PARTITIONS (TABLE 602)

LESS THAN 5'

5' TO 10'

10' TO 30'

GREATER THAN 30'

FLOOR CONSTRUCTION,

INCLUDING SUPPORTING BEAMS

AND JOISTS (TABLE 601)

ROOF CONSTRUCTION,

INCLUDING SUPPORTING BEAMS

AND JOISTS (TABLE 601)

SHAFT ENCLOSURE (713)

CORRIDOR SEPARATION (TABLE

1020.1)

OCCUPANCY SEPARATION

(TABLE 508.4)

PARTY/ FIRE WALL SEPARATION

SMOKE BARRIER SEPARATION

(SECTION 709)

TENANT SEPARATION (SECTION

708.1)

INCIDENTAL USE SEPARATION

MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8)

0 TO 3CLASSIFICATION

OF OPENING

3 TO

LESS

THAN 5

5 TO LESS

THAN 10

10 TO LESS

THAN 15

15 TO LESS

THAN 20

20 TO LESS

THAN 25

25 TO LESS

THAN 30

GREATER

THAN 30

FIRE SEPARATION DISTANCE (FEET)

OPENING PROTECTIVE FIRE PROTECTION RATINGS (SECTION 716 - TABLE 716.1(2))

REQUIRED ASSEMBLY

RATING (HOURS)

MINIMUM FIRE DOOR AND

SHUTTER ASSEMBLY

RATING (HOURS)

FIRE WALLS AND FIRE BARRIERS HAVING A

REQUIRED FIRE-RESISTANCE RATING GREATER

THAN 1 HOUR

TYPE OF ASSEMBLY

FIRE BARRIERS OF 1-HOUR FIRE RESISTANCE -

RATED CONSTRUCTION:

SHAFT AND EXIT ENCLOSURE WALLS

OTHER FIRE BARRIERS

FIRE PARTITIONS:

CORRIDOR WALLS

OTHER FIRE PARTITIONS

EXTERIOR WALLS

OTHER FIRE PROTECTION REQUIREMENTS

YES / NO COMMENTSITEM

ARE SMOKE BARRIERS REQUIRED? (SECTION 709)

IS DRAFT STOPPING REQUIRED? (SECTION 718.3-.4)

IS FIRE BLOCKING REQUIRED? (SECTION 718.2)

ARE SPRINKLERS REQUIRED? (SECTION 903)

ARE STANDPIPES REQUIRED? (SECTION 905)

IS A FIRE ALARM SYSTEM REQUIRED? (SECTION 907)

MINIMUM NUMBER OF PLUMBING FACILITIES (TABLE 2902.1)

MALE

WATER

CLOSETS

OCCUPANCY

TYPE

FEMALE

WATER

CLOSETS

SERVICE SINKDRINKING

FOUNTAINSLAVATORIES

INSULATION (R)

EXTERIOR WALLS:

ROOF:

GLASS

U-FACTOR:

SC:

PERCENT TOTAL WALLS:

FLOOR LIVE LOAD:

ROOF LIVE LOAD:

ROOF SNOW LOAD

FLAT ROOF SNOW LOAD (Pf):

SNOW EXPOSURE LOAD (Ce):

WINDOW LOADS

BASIC WIND SPEED (3-Sec Gust):

WIND IMPORTANCE FACTOR (Iw):

BUILDING CATEGORY:

SEISMIC LOADS

OCCUPANCY CATEGORY:

SITE CLASS:

DESIGN BASE SHEAR:

SNOW LOAD IMPORTANCE FACTOR (FACTOR I):

THERMAL FACTOR (Ct):

WIND EXPOSURE:

INTERNAL PRESSURE COEFFICIENT:

COMPONENT AND CLADDING WIND PRESSURE:

SPECTRAL RESPONSE COEFFICIENTS:

BASIC SEISMIC FORCE RESISTING SYSTEM:

ANALYSIS PROCEDURE:

WATER SYSTEM

NUMBER FIXTURE UNITS:

PEAK GPM:

SERVICE LINE SIZE:

SANITARY SEWER SYSTEM

LOADING (PLUMBING UNITS):

SERVICE LINE SIZE:

SLOPE:

ELECTRICAL INFORMATION:

SERVICE TRANSFORMER

BY UTILITY

PROVIDE THE FOLLOWING SERVICE INFORMATION

SERVICE VOLTAGE / PHASE:

AMPERES:

SERVICE ENTRANCE CONDUCTOR SIZE:

QUANTITY PER PHASE:

TOTAL CONNECTED LOAD (KVA):

ESTIMATED DEMAND FACTOR:

MAXIMUM DEMAND (KVA):

AVAILABLE FAULT CURRENT IN SYMMETRICAL AMPERES:

INTERRUPTING CAPACITY OF SERVICE OVER-CURRENT DEVICE:

TYPE OF GROUNDING ELECTRODE SYSTEM(S) :

EMERGENCY GENERATOR (IF ANY)

KVA:

VOLTAGE / PHASE:

FUEL:

INTEGRAL BATTERY:

GENERATOR:

EMERGENCY EGRESS ILLUMINATION

( MIN FOOT CANDLES):

FIRE ALARM SYSTEM

TYPE:

ADDRESSABLE:

CLASS A OR B:

LIGHTNING PROTECTION PROVIDED:

SPECIAL INSPECTIONS:

SPECIAL INSPECTIONS REQUIRED:

* VERIFY REQUIREMENTS WITH LOCAL CODE OFFICIALS IF SPECIAL INSPECTIONS ARE REQUIRED.

PROJECT STATEMENT HERE

PROJECT NAME HERE

TYPE IV B

ASSEMBLY, A-3

N/A N/A

30' 8-3/16''60'

NOT

PERMITTEDPROTECTED 15% 25% 45% 75% NO LIMIT

1-1/2

0.5

1-1/2 1-1/2

3/4

Y / N

ASSEMBLY (A-3)

1 PER 125 1 PER

65 1 PER 200 1 PER 500 1- PER BLDG

YES

42,0001ST FLOOR

EXISTING

SQ FT

NEW

SQ FT

N/A 6,256

EXISTING

HEIGHT

N/A

INTERIOR NONBEARING WALLS

AND PARTITIONS (TABLE 601)

DETAIL #

AND

SHEET #

DESIGN # FOR

RATED

PENETRATION

1/2

IS EMERGENCY LIGHTING PROVIDED?

ARE EXIT SIGNS PROVIDED?

ARE SMOKE DETECTION SYSTEMS REQUIRED?

IS PANIC HARDWARE PROVIDED?

1/3 1/3 3/4 1/3

1-1/2 1-1/2 3/4

SMOKE BARRIERS 1 1/3

N/A N/A N/A

N/A

N/A N/A

N/A

PROV'DPROV'D REQ'D PROV'D PROV'D PROV'D REQ'DREQ'D REQ'D REQ'D

1 2 2 11 2 3 1 1 1

TOTAL 6,256

NO LIMITNO LIMIT

INTERNATIONAL BUILDING CODE

INTERNATIONAL PLUMBING CODE

INTERNATIONAL MECHANICAL CODE

INTERNATIONAL FIRE PREVENTION CODE

INTERNATIONAL ENERGY CONSERVATION CODE

NATIONAL ELECTRICAL CODE

ICC/ANSI A A117.1

EDITION

MUNICIPALITY AND/OR COUNTY WHERE PROJECT IS LOCATED:

CODE JURISDICTION FOR:

SITE WORK:

WATER:

FIRE DEPARTMENT:

SEWER:

TOWN OF TURBEVILLE FOR ZONING AND TABITHA HANNA - CLARENDON

COUNTY PLANNING OFFICE FOR PERMITTING

ELLIS EVANS -TURBEVILLE WATER AND SEWER

ELLIS EVANS - TURBEVILLE WATER AND SEWER

MARK THOMPSON - CLARENDON COUNTY FIRE MARSHALL

12N/A

18,00024,00016,700

ENCLOSURES FOR SHAFTS, INTERIOR EXIT

STAIRWAYS AND INTERIOR EXIT RAMPS. 2 1-1/2

HORIZONTAL EXITS IN FIRE WALLS 4

Y / N Y / N Y / N Y / N Y / N Y / N Y / N Y / N Y / N

2094 SF

ADULT

531 SF

NET

INFO

1631 SF

CHILDREN

901 SF

NET

MEETING ROOM

413 SF

STAFF

WORKROOM

147 SF

OFFICE

58 SF

STOR

93 SF

KITCHEN

57 SF

STORAGE

300 TOILET

TOILET TOILET

39 SF

RISER

68 SF

ELEC

LOBBY

29 SF

JANITOR

77‘

170P 34"/ 0.217

32P

31P

1P1P

P 29

74‘

33‘

83‘

79‘

34‘28‘

7 6 5 34

CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:

THIS COPYRIGHTED DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN IS AN

INSTRUMENT OF SERVICE AND SHALL NOT BE

REPRODUCED, ALTERED, OR REUSED IN PART

OR IN WHOLE WITHOUT PRIOR WRITTEN

PERMISSION FROM THE ARCHITECT. THIS

DRAWING IS THE EXCLUSIVE PROPERTY OF

THE ARCHITECT AND MUST BE RETURNED

UPON REQUEST.

2 1

FOR REVIEW

NOT FOR CONSTRUCTION

19 Washington Park Greenville, SC 29601

Phone 864.242.0761 Fax 864.501.9945 E-mail cgd@cgdarch.com

Au to de sk

D oc s:

//T ur be vi lle

L ib ra ry

/T ur be vi lle L ib ra ry C on ce pt .rv t 8/

LIFE SAFETY PLAN

LS101

08/29/2025 22067

SHZ

DLD

CONSTRUCTION DOCUMENTS

TURBEVILLE

BRANCH LIBRARY

HARVIN

CLARENDON

COUNTY

LIBRARY

1178 Smith Street Turbeville, S.C. 29162

1/8" = 1'-0"LS101

A5 LS - LEVEL 1 FLOOR PLAN

LIBRARY - Room Occupancy Schedule

Number Name Occupancy

Type Area

Occupant Load

Factor

Room Occupant

Count Occupants Calculated

104 MEETING ROOM A 901 SF 15 61

112 INFO L 531 SF 50 11

112 ADULT L 2094 SF 50 42

112 CHILDREN L 1631 SF 50 33

107 STAFF WORKROOM B 413 SF 150 3

110 OFFICE B 147 SF 150 1

106 KITCHEN K 93 SF 200 1

105 STOR S 58 SF 300 1

108 STORAGE S 57 SF 300 1

111 ELEC S 68 SF 300 1

113 RISER S 39 SF 300 1

114 JANITOR S 29 SF 300 1

Grand total: 12 6061 SF 157

TRUE NORTH

86 ppl

CLARENDON COUNTY

LIBRARY

US HWY 301/378 TURBEVILLE, SC

INDEX OF DRAWINGS:

TURBEVILLE LIBRARY

CALL 811

810 Dutch Square Blvd, Suite 320 Columbia, South Carolina 29210 (803) 939-1117 The Palmetto Utility Protection Service, Inc.

3 DAYS BEFORE DIGGING IN SOUTH CAROLINA

CONTRACTOR SHALL CONTACT THE UNDERGROUND LOCATORS EVERY

10 DAYS FOR AN UPDATE TO UTILITY LOCATIONS.

Consulting

Civil Engineers

1416 Saugus Ct

Chapin, SC 29036

Phone: (803) 716-0772

STEWARD

ENGINEERING

H A

R V

I N

L A

R E

N D

O N

C O

U N

T Y

R A

R Y

T U

R B

E V

I L L

R A

N C

I B

R A

R Y

C O

V E

S H

E E

C1 11

T U

R B

E V

I L

L E

7 6 5 34

19 Washington Park

Greenville, SC 29601

Phone 864.242.0761

Fax 864.501.9945

E-mail cgd@cgdarch.com

Architecture

CONSULTANT

DRAWN BY:

CHECKED BY:

PROJECT NO:

DATE:

ISSUE:

THIS COPYRIGHTED DOCUMENT AND ALL

INFORMATION CONTAINED HEREIN IS AN

INSTRUMENT OF SERVICE AND SHALL NOT BE

REPRODUCED, ALTERED, OR REUSED IN PART

OR IN WHOLE WITHOUT PRIOR WRITTEN

PERMISSION FROM THE ARCHITECT. THIS

DRAWING IS THE EXCLUSIVE PROPERTY OF

THE ARCHITECT AND MUST BE RETURNED

UPON REQUEST.

2 1

08/29/2025

22067

CONSTRUCTION DOCUMENTS

TURBEVILLE

BRANCH LIBRARY

HARVIN

CLARENDON

COUNTY

LIBRARY

1178 Smith Street

Turbeville, S.C. 29162

DATE MARK DESCRIPTION

COVER SHEET

AutoCAD SHX Text

DEMOLITON PLAN

AutoCAD SHX Text

EXISTING CONDITIONS & PHASE ONE

AutoCAD SHX Text

COVER

AutoCAD SHX Text

SITE & PHASE TWO EROSION CONTROL PLAN

AutoCAD SHX Text I HAVE PLACED MY SIGNATURE AND SEAL ON THE DESIGN DOCUMENTS SUBMITTED SIGNIFYING THAT I ACCEPT RESPONSIBILITY FOR THE DESIGN OF THE SYSTEM. FURTHER, I CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE DESIGN IS CONSISTENT WITH THE REQUIREMENTS OF TITLE 48, CHAPTER 14 OF THE CODE OF LAWS OF SC, 1976 AMENDED, PURSUANT TO REGULATION 72-300 ET SEQ. (IF APPLICABLE), AND IN ACCORDANCE WITH THE TERMS AND CONDITIONS OF SCR100000.

AutoCAD SHX Text

UTILITY PLAN

AutoCAD SHX Text

SITE AND UTILITY DETAILS

AutoCAD SHX Text

SITE AND EROSION CONTROL DETAILS

AutoCAD SHX Text DESIGNER CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN IS DESIGNED TO CONTAIN SOIL ON THE PROPERTY CONCERNED TO THE MAXIMUM EXTENT FEASIBLE, TO PROVIDE IMPROVEMENTS THEREON FROM THE EFFECTS OF FLOODING, TO PROVIDE FOR THE CONTROL OF THE RUNOFF FROM THE PROPERTY, AND THAT ALL PROVISIONS FOR THE SEDIMENT CONTROL AND STORM DRAINAGE ARE IN ACCORDANCE WITH THE STORMWATER MANAGEMENT AND SEDIMENT CONTROL ORDINANCE FOR CLARENDON COUNTY, SOUTH CAROLINA. CLARENDON COUNTY, SOUTH CAROLINA. COUNTY, SOUTH CAROLINA. SIGNATURE / DATE

AutoCAD SHX Text

SITE SURVEY

AutoCAD SHX Text

EROSION CONTROL PLAN

AutoCAD SHX Text

STAKING PLAN

AutoCAD SHX Text

DATE

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APPROVED BY

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CHECKED BY

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DRAWN BY

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PROJECT ENGR.

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FILE NO:

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SHEET NO. OF

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SEAL

AutoCAD SHX Text

PROJECT TITLE:

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SHEET TITLE:

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DATE

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REVISION DESCRIPTION

AutoCAD SHX Text 08/29/25

AutoCAD SHX Text

AutoCAD SHX Text 25015

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MJS

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SITE AND EROSION CONTROL DETAILS

AutoCAD SHX Text

SCDOT PLAN AND DETAILS

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