7
# DATE DESCRIPTION - CLIENT PROJECT NO. Parkhill.com 9 / 1 6 / 2 0 2 1 2 : 3 6 : 1 2 P M 1077.21 R_v21 ISSUE FOR BID 09/16/2021 555 Walnut St. Abilene, TX 79601 City of Abilene G-001 Cover Sheet Abilene City Council Chambers Renovations Abilene City Council Chambers Renovations City of Abilene 555 Walnut St. Abilene, TX 79601 4222 85th St. Lubbock, TX 79423 806.473.2200 G-001 Cover Sheet G-011 Symbols, Legends & Abbreviations G-021 Accessibility Standards G-022 Accessibility Standards G-023 Accessibility Standards G-024 Accessibility Standards G-101 Code Information A-001 Architectural / Interior Legends / Schedules A-112 Floor Plans - Second Floor A-211 Interior Elevations, Sections and Details A-212 Ramp Elevations, Sections and Details SHEET INDEX GENERAL ARCHITECTURAL / INTERIOR ELECTRICAL E-001 Electrical Abbreviations & Legends E-111 Electrical Floor Plans - Second Floor R E G I S T E R E D A R C H I T E C T T S A E T F O E T XA S 14746 B I L L P . N O O N A N

A-212 Ramp Elevations, Sections and Details Abilene City

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# DATE DESCRIPTION

-

CLIENT

PROJECT NO.

Parkhill.com

9/1

6/2

021

2:3

6:1

2 P

M

1077.21

R_

v2

1

ISSUE FOR BID09/16/2021

555 Walnut St.Abilene, TX 79601

City of Abilene

G-001

Cover Sheet

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Abilene City Council Chambers

Renovations

City of Abilene

555 Walnut St.Abilene, TX 79601

4222 85th St.Lubbock, TX 79423806.473.2200

G-001 Cover Sheet

G-011 Symbols, Legends & Abbreviations

G-021 Accessibility Standards

G-022 Accessibility Standards

G-023 Accessibility Standards

G-024 Accessibility Standards

G-101 Code Information

A-001 Architectural / Interior Legends / Schedules

A-112 Floor Plans - Second Floor

A-211 Interior Elevations, Sections and Details

A-212 Ramp Elevations, Sections and Details

SHEET INDEX

GENERAL

ARCHITECTURAL / INTERIOR

ELECTRICALE-001 Electrical Abbreviations & Legends

E-111 Electrical Floor Plans - Second Floor

RE

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14746

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AN

ABBREVIATIONSAACC ACCESSIBLEAB ANCHOR BOLTACI AMERICAN CONCRETE INSTITUTEAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADDL ADDITIONALADJ ADJUSTABLEADDM ADDENDUMAFF ABOVE FINISH FLOORAHU AIR HANDLING UNITAIA AMERICAN INSTITUTE OF ARCHITECTSAISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONALT ALTERNATEALUM ALUMINUMANOD ANODIZEDANSI AMERICAN NATIONAL STANDARDS INSTITUTEAPA AMERICAN PLYWOOD ASSOCIATIONAPPROX APPROXIMATEARCH ARCHITECTASCE AMERICAN SOCIETY OF CIVIL ENGINEERSASTM AMERICAN SOCIETY OF TESTING MATERIALSAUTO AUTOMATICAVG AVERAGEAWG AMERICAN WIRE GAGEAWS AMERICAN WELDING SOCIETYA/C AIR CONDITIONING

BBAL BALANCEBC BACK OF CURBBIA BRICK INSTITUTE OF AMERICABITUM BITUMINOUSBL BUILDING LINEBLDG BUILDINGBM BENCHMARKBOCA BUILDING OFFICIALS AND CODE ADMINISTRATORS INTERNATIONAL, INC.BOX BOTTOM OF STEELBOT BOTTOM (BOTTOM FACE, LAYER, SIDE)B PL BASE PLATEBRDG BRIDGINGBRG BEARINGBTWN BETWEENBUR BUILT-UP ROOFING

CC AMERICAN STANDARD CHANNEL (STRUCTURAL SHAPE)CU FT CUBIC FOOTCF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLEDCF/OI CONTRACTOR FURNISHED/OWNER INSTALLEDCG CORNER GUARDCI CAST IRONCIR CIRCLECIRC CIRCULARCJ CONTROL JOINTCL CENTER LINECLG CEILINGcm CENTIMETERCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTCONSTR CONSTRUCTIONCONT CONTINUECONTR CONTRACTORCRCMF CIRCUMFERENCECSK COUNTER SUNKCSI CONSTRUCTION SPECIFICATIONS INSTITUTE

DD DEPTHDAT DATUMDBL DOUBLEDDS DOUBLE DISPLAY STRIPDEG DEGREEDEMO DEMOLISHDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDIV DIVIDEDL DEAD LOADDS DOWNSPOUTDWG DRAW ING

EE EAST, MODULUS OF ELASTICITYEA EACHEF EACH FACE, EXTERIOR FINISHEIFS EXTERIOR INSULATION FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC, ELECTRICALELEV ELEVATORENGR ENGINEEREQ EQUALEQUIP EQUIPMENTEW EACH W AYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXP BT EXPANSION BOLTEXT EXTERIOR

FFD FLOOR DRAINFDTN FOUNDATIONFEB FIRE EXTINGUISHER & BRACKETFEC FIRE EXTINGUISHER & CABINETFF EL FINISH FLOOR ELEVATIONFIN FLR FINISH FLOORFIN FINISH(ED)FOC FACE OF CONCRETE, FACE OF CURBFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFOW FACE OF WALLFRTW FIRE RETARDANT TREATED WOODFS FAR SIDE (FACE, LAYER)FT FOOTFTG FOOTINGFURG FURRING

GGA GAGEGALV GALVANIZEDGC GENERAL CONTRACTORGFCI GROUND FAULT CIRCUIT INTERRUPTERGOVT GOVERNMENTGYP BD GYPSUM BOARDGYP GYPSUM

HHDBD HARDBOARDHDWD HARDW OODHDW HARDW AREHEX HEXAGON(AL)HM HOLLOW METALHORIZ HORIZONTALHP HEAT PUMPHS HIGH STRENGTHHT HEIGHTHVAC HEATING VENTILATION AND AIR CONDITIONING

II MOMENT OF INERTIAIBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETERIF INSIDE FACEINCL INCLUDE(D)(ING)(SIVE)INS INSULATIONINT INTERIORINV INVERT(ED)

JJAN JANITOR

KNOT USED

Ll LITERL ANGLELB POUNDLH LEFT HANDLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLT LIGHTLT WT LIGHT WEIGHT

MMAU MAKE UP AIR UNIT(S)m METER(S)MATL MATERIALMAX MAXIMUMMB MACHINE BOLTMCJ MASONRY CONTROL JOINTMECH MECHANIC(AL)MFG MANUFACTURINGMFR MANUFACTURERMIL STD MILITARY STANDARDMIN MINIMUMMISC MISCELLANEOUSmm MILLIMETERMO MASONRY OPENINGMOD MODIFYMT METAL THRESHOLDMTL METALMLWK MILLWORK

NN NORTHNA NOT APPLICABLENAT NATURALNBS NATIONAL BUREAU OF STANDARDSNFPA NATIONAL FIRE PROTECTION ASSOCIATIONNIC NOT IN CONTRACTNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNS NEAR SIDE (FACE)NTS NOT TO SCALE

OOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOFD OVERFLOW DRAINOF/CI OW NER FURNISHED/CONTRACTOR INSTALLEDOF/OI OW NER FURNISHED/OW NER INSTALLEDOH DR OVERHEAD DOOROPNG OPENINGOPH OPPOSITE HANDOSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONOz OUNCE

PPAR PARALLELPCA PORTLAND CEMENT ASSOCIATIONPCF POUNDS PER CUBIC FOOTPCI PRESTRESSED CONCRETE INSTITUTEPERF PERFORATE(D)PERP PERPENDICULARPL PROPERTY LINEPLAM PLASTIC LAMINATEPLF POUNDS PER LINEAL FOOTPR PAIRPREFAB PREFABRICATEPREFIN PREFINISHPRELIM PRELIMINARYPROJ PROJECTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPBD PARTICLE BOARDPTD PAPER TOWEL DISPENSERPTDWR PAPER TOWEL DISPENSER & WASTER RECEPTACLEPVC POLYVINYL CHLORIDEPLWD PLYWOODPVG PAVING

QQC QUALITY CONTROLQTY QUANTITY

RR RADIUSRCP REFLECTED CEILING PLANRD ROOF DRAINREF REFERENCEREFL REFLECTREINF REINFORCEREQD REQUIREDREV REVISIONRH RIGHT HAND(ED)RO ROUGH OPENINGROW RIGHT OF WAYRTU ROOF TOP UNIT

SS SOUTHSBCCI SOUTHERN BUILDING CODE CONGRESS INTERNATIONALSCHED SCHEDULESD SOAP DISPENSERSDI STEEL DOOR INSTITUTESECT SECTIONSHT SHEETSIM SIMILARSJI STEEL JOIST INSTITUTESPEC SPECIFICATIONSP SOLID PLASTICSST STAINLESS STEELSTD STANDARDSTL STEELSTRUCT STRUCTURALSUSP SUSPENDEDSYMM SYMMETRICAL

TTRD TREADTAN TANGENTTEMP TEMPORARYTFF TOP OF FINISH FLOORTHK THICKNESSTLT TOILETTMH TOP OF MANHOLETOB TOP OF BEAMTOC TOP OF CURBTOF TOP OF FOOTINGTOG TOP OF GRADETOJ TOP OF JOISTTOL TOLERANCETOM TOP OF MASONRYTOS TOP OF STEELTOW TOP OF WALLTTD TOILET TISSUE DISPENSERTRANS TRANSPARENTTRTD TREATEDTS TUBE STEELTYP TYPICALT&G TONGUE AND GROOVE

UUBC UNIFORM BUILDING CODEUL UNDERWRITERS LABORATORIES, INCULT ULTIMATEUNO UNLESS NOTED OTHERWISEUON UNLESS OTHERWISE NOTED

VVAR VARIESVERT VERTICAL

WW WESTWLD WELDEDWP WORK POINTWWF WELDED W IRE FABRICW/ WITHW/O WITHOUTW/W WALL TO WALL

XXFMR TRANSFORMER

YNOT USED

ZNOT USED

DATUM ELEVATION (NEW)

BREAK LINE

GENERAL DRAW ING LEGEND

CENTER LINE

MATCH/DIVIDE LINE

ROOM NAME ROOM NUMBER

FURNISHINGS/EQUIPMENT

KEY NOTE

KEY DEMOLITION NOTE

REVISION

STRUCTURAL COLUMN LINE

DATUM ELEVATION (EXISTING)

ELEVATION MARK

SECTION MARK

PLAN DETAIL MARK

NEW DOOR

EXISTING DOOR

PLAN NORTH ARROW

TRUE NORTH

PLAN NORTH

NOT IN SCOPE

DRAWING TITLE

SHEET NUMBER WHERE REFERENCED

1/8" = 1'-0"

TITLEA1

0

ROOM NAME

0000

/

XX/XXXX

XX/XXXX

#

00

00

10 XX/XXXX

REFERENCE NUMBER

XX

XXXX

#

SHEET IDENTIFICATION FORMAT

AANNN

SHEET TYPE DESIGNATORS0 GENERAL (COVER SHEETS, INDEX, SYMBOLS LEGEND, NOTES, ETC.)1 PLANS (HORIZONTAL VIEWS)2 ELEVATIONS (VERTICAL VIEW S)3 SECTIONS (SECTIONAL VIEWS)4 LARGE SCALE VIEWS (ENLARGED PLANS, ELEVATIONS, OR SECTIONS THAT

ARE NOT DETAILS)5 DETAILS6 SCHEDULES AND DIAGRAMS7 USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES)8 USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES)9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)

DISCIPLINEDESIGNATOR

SHEET TYPEDESIGNATOR(SEE BELOW)

SHEET SEQUENCENUMBER

# DATE DESCRIPTION

-

CLIENT

PROJECT NO.

Parkhill.com

9/1

6/2

021

2:3

6:1

4 P

M

1077.21

R_

v2

1

ISSUE FOR BID09/16/2021

555 Walnut St.Abilene, TX 79601

City of Abilene

G-011

Symbols,Legends &Abbreviations

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14746

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# DATE DESCRIPTION

-

CLIENT

PROJECT NO.

Parkhill.com

9/1

6/2

021

2:3

6:1

6 P

M

1077.21

R_

v2

1

ISSUE FOR BID09/16/2021

555 Walnut St.Abilene, TX 79601

City of Abilene

G-021

AccessibilityStandards

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CL

CL CL CL CL CL CL

CL CL

CL

CL

ACCESSIBILITY GUIDELINE SHEETS ARE BASED ON

THE 2012 TEXAS ACCESSIBILITY STANDARDS (TAS).

ACCESSIBILITY GUIDELINE SHEETS ARE FOR

INFORMATIONAL PURPOSES ONLY. AND INTENDED

TO SERVE AS A GUIDE FOR CONSTRUCTION

PROFESSIONALS AND OWNERS.

SOME OF THE INFORMATION AND PICTOGRAPHS

SHOWN MAY NOT BE APPLICABLE TO THIS PROJECT.

REFER TO PLUMBING SHEETS FOR PLUMBING

FIXTURE MOUNTING HEIGHTS.

GRAPHICS SHOWN ARE FOR ADULTS.

ROOM100

SHOWERS

STANDARD ACCESSIBLE MOUNTING HEIGHTS

TUBS

TYPICAL TOILET STALLS

EWC/DRINKING FOUNTAINS

TYPICAL WATER CLOSETS

CHANGES IN LEVEL

URINALS

GENERAL NOTES

LAVATORIES

36

36

36 M

IN

48 MIN 60 MIN

30 M

IN3

0 M

IN

36 MIN

60 MIN60 MIN

30 M

IN3

0 M

IN

6 M

AX

6 MAX6 MAX

6 M

AX

6 MAX 6 MAX

6 M

AX

6 M

AX

6 MAX

38 M

IN

48 M

AX

15 MAX

48 M

AX

27 MAX

48 M

AX

17-1

9

48 M

AX

27 MAX

36

48

48

36 M

AX

9

60 M

AX

15 M

IN

80-9

6

48 M

AX

2 FROM

DOOR FRAME

48 M

AX

48 M

AX

6

36 M

AX

28-3

4

38 M

AX

2 M

AX

15-3

6

48 M

IN

30 M

IN

30 M

IN

12 MIN

CO

NT

RO

LE

ND

WA

LL

24 M

IN

12 MAX 24 MAX24 MIN

12 M

IN

24 M

IN

12 MAX 15 MAX

12 MAX 15 MAX12 MAX 24 MAX24 MIN

8-1

0

17-1

9

8-1

0

17-1

933-3

6

24 MIN

56 M

IN

59 M

IN

60 MIN60 MIN

4 MAX4

2 M

IN

6 M

IN

6 MIN

42 M

IN

60 M

IN

35-37

17-19 16-18 16-18 16-18 16-18

60 MIN

16-18

56 M

IN

5 M

AX

15 M

IN 15 MIN

17 MIN15 MIN

36

MINIF X>24

X

36 MIN

36 MIN

33-3

6

12

MIN

24 MIN

CL

36 MAX

12

MAX

54 MIN

42 MIN

33-3

6

TO

P O

F G

RIP

PIN

GS

UR

FA

CE

7-9

48 M

AX

15 M

IN

15

MIN

30

MIN

X36

MINIF X>24

15

MIN

36

MINIF X>24

X

30

IF X ≤ 24

X

15

MIN

15

MIN

CO

NT

RO

L

WA

LL

BACK

SE

AT

WA

LL

SE

AT

TRANSFER SHOWER ROLL-IN SHOWER ROLL-IN SHOWER

W/ SEAT ROLL-IN SHOWER

W/ SEAT

ALTERNATE

BACKWALL

CONTROL WALL

WITHOUT SEAT

CONTROL WALL

WITH SEAT

SHOWER SEAT

WALL

CL

NOTE: REFER TO "CHANGES IN LEVEL" DETAILS FOR SHOWER THRESHOLDS

THRESHOLD

SEAT

SEATTHRESHOLD THRESHOLD

BRACKET MOUNTED

FIRE EXTINGUISHER* CHALKBOARD MOUNTING

* MARKERBOARD MOUNTING

FIRE ALARM

AUDIBLE &

ACCESSIBLE

COAT HOOKS

VISUAL SIGNAL

OUTLET

* TACKBOARD MOUNTING

CABINET

FIRE EXTINGUISHER

TOWELS

MISC MOUNTING (DIMENSIONS SHOWN ARE TO THE HIGHEST OPERABLE PART)

TELEPHONE

THERMOSTAT

TOWELS

SWITCH

OUTLET

CUPS

SOAP

TO

P O

F E

XT

ING

UIS

HE

RIN

SID

E O

F C

AB

INE

T

TO

P O

F T

RA

Y

FIN CLGIF CEILING IS BELOW 90"

MOUNT TOP OF SIGNAL DEVICE

6" BELOW FINISHED CEILING

NOTE:

WASHING MACHINE

TOP LOAD

CONVEYOR

GROCERY

SLIDE

TRAYACCESSIBLE

COAT HOOKS

FRONT LOAD

BACK WALLBACK WALL

LENGTH

REMOVABLE SEAT CONTROLS LOCATION FIXED SEAT

REMOVABLE SEAT FIXED SEAT

OF TUB

CO

NT

RO

L E

ND

WA

LL

HE

AD

EN

D W

ALL

LENGTH

OF TUB

CL

HE

AD

EN

D

(REQUIRED) (REQUIRED)

WA

LL

AMBULATORY ACCESSIBLE TOE CLEARANCE SIDE APPROACH WALL HUNG WATER CLOSET FLOOR MTD WATER CLOSET CLEARANCE AT WATER CLOSET

LAVATORY, URINALOR TOILET ACCESSORIES

NOT IN A STALL

NOT ASSOCIATEDWITH A WATER CLOSET

ONLY TOILET

ASSOCIATED WITHWATER CLOSETS AREALLOWED WITHINFLOOR AREA

ACCESSORIES

WA

LL/P

OS

T M

TD

CA

NT

ILE

VE

RE

D

UN

IT

FORWARD APPROACH

ACCESSIBLE UNIT

DOWN TO 27" AFF MIN

APRON THAT EXTENDS

HIGH UNIT SHOULD HAVECL

EQUIPMENT PERMITTED

IN OUTLINED AREA

CL

CL

REFER TO KNEE AND

TOE CLEARANCE GRAPHICS

NOTE:

WIDE SIDE

LEVER ON

250 LBS AND BE CONTINUOUS

GRAB BARS MUST SUPPORT

DISPENSERS

IF A WALL HUNG OR FLOOR

MOUNTED FLUSH VALVE

WATER CLOSET IS SPECIFIED,

ENSURE ALL DIMENSIONS

SHOWN ARE MET.

CL CL

1/4

1

2

1/2

BEVELED TRANSITION

VERTICAL TRANSITION

12

1/4

VERTICAL/BEVELED

1/4

TRANSITION

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# DATE DESCRIPTION

-

CLIENT

PROJECT NO.

Parkhill.com

9/1

6/2

021

2:3

6:1

8 P

M

1077.21

R_

v2

1

ISSUE FOR BID09/16/2021

555 Walnut St.Abilene, TX 79601

City of Abilene

G-022

AccessibilityStandards

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CHILDREN'S MOUNTING

HEIGHTS & REACH RANGES

REACH RANGES

RAMPS AND STAIRS

WATER CLOSETS

READING AND STUDY AREAS, AND

FIXED OR BUILT-IN SEATING AND TABLES,

WORK STATIONS

ACCESSIBILITY GUIDELINE SHEETS ARE BASED ON

THE 2012 TEXAS ACCESSIBILITY STANDARDS (TAS).

ACCESSIBILITY GUIDELINE SHEETS ARE FOR

INFORMATIONAL PURPOSES ONLY. AND INTENDED

TO SERVE AS A GUIDE FOR CONSTRUCTION

PROFESSIONALS AND OWNERS.

SOME OF THE INFORMATION AND PICTOGRAPHS

SHOWN MAY NOT BE APPLICABLE TO THIS PROJECT.

REFER TO PLUMBING SHEETS FOR PLUMBING

FIXTURE MOUNTING HEIGHTS.

GRAPHICS SHOWN ARE FOR ADULTS.

PROTRUDING OBJECT PROTECTION/REACH RANGES

GENERAL NOTES

EXAMPLE SIGNAGE - SEE STANDARD ACCESSIBLE MOUNTING HEIGHT

TYPICAL DOOR CLEARANCES

ASSEMBLY SEATING

48 M

IN

18 MIN

60 M

IN

X

X

Y

Y

42 M

IN

22 MIN

32 MINCLEAR

60 M

IN

18 MIN

X>

8

48 M

IN

12 MIN

X>

8

48 M

IN

4 MAX

X ≥

80

X >

27

X <

80"

27"

MA

X

48 M

AX

15

MIN

20MAX

48 M

AX

44 M

AX

2O-25MAX

10 MAX

48 M

AX

15

MIN

34 M

AX

10 MAX

48 M

AX

34 M

AX

>10-24MAX

46 M

AX

ANY AMOUNT

X ≥

80

X <

27

6 M

IN

6 M

IN

6 M

IN

6 M

IN

6 M

IN

6 M

IN

48 M

IN

60 M

AX

60 M

AX

48 M

IN

6 M

IN

60 M

AX

48 M

IN

60 M

AX

48 M

IN

Y

42 M

INY

48 M

IN

24 MIN 24 MIN

48 MIN

48 M

IN

43 M

AX

OR

66 M

IN

34-4

8

MA

X

48 M

IN

33 MIN 33 MIN

60 M

IN

33 MIN 33 MIN

30 M

IN

24 M

IN

36

TO

SH

OU

LD

ER

36

TO

SH

OU

LD

ER

PUSH SIDE

NOTE:

PULL SIDE

FRONT APPROACHES SWINGING DOORS

HAS BOTH A CLOSER AND A LATCH

X = 12" MIN (305mm) IF DOOR

PUSH SIDE

NOTE:

PULL SIDE

NOTE: X = 36" MIN IF Y = 60";

X = 42" MIN IF Y = 54"

HINGE SIDE APPROACHES SWINGING DOORS

Y = 48" MIN (1220mm) IF DOOR

HAS BOTH A CLOSER AND A LATCH

RECESSED DOOR

CLOSER & LATCH PROVIDED

PROTRUDING

OBJECT

UNDER STAIRS

FORWARD REACH RANGES SIDE REACH RANGES

PROTRUDING

OBJECT

LETTERS & BRAILLE

GRAPHIC SYMBOLS

6x8 PICTOGRAM

MEN

6x8 PICTOGRAM

GRAPHIC SYMBOLS

LETTERS & BRAILLE

WOMEN

& BRAILLE

ROOM NUMBER

8x6 ROOM NAME

129SUPERVISOR

MAINTENANCE

& BRAILLE

10x3 ROOM NAME

ADMINISTRATION

6x6 DIRECTIONAL

GRAPHIC SYMBOL

ONLY ONLY

GRAPHIC SYMBOL

6x6 DIRECTIONAL

& BRAILLE

6x6 CHANGEABLE

MESSAGE W/ PERMANENT

ROOM NAME, NUMBER,

ITHJOHN S

OFFICE

169

REFER TO SIGNAGE PACKAGE OR DETAILS FOR ACTUAL SIGNAGE SPECIFIED

6x8 PICTOGRAM

GRAPHIC SYMBOLS

LETTERS & BRAILLE

STAIR 1

6x8 PICTOGRAM

GRAPHIC SYMBOLS

LETTERS & BRAILLE

STAIR 1

14-1720-25

18

40

LOW

HIGH

TOP OF HANDRAIL GRIPPING SURFACE

GRAB BARSDISPENSER HEIGHT

36

20

28 MAX

18-2014

KNEE CLEARANCE

HEIGHT OF TABLES OR COUNTERS

24 MIN

26-30 MAX

AGES: 3 AND 4 AGES: 5 THROUGH 8

17-1925-27

16

44

AGES: 9 THROUGH 12

WATER CLOSET CENTERLINE 12-1512 15-18

APPROACH ALLOWED

PARALLEL

AGES: 5 & YOUNGER AGES: 6-12

28 MAX 28 MAX

PUSH SIDE

NOTE:

A CLOSER

PULL SIDE

A CLOSER

Y = 54" MIN (1370mm) IF DOOR HAS

LATCH SIDE APPROACHES SWINGING DOORS

Y = 48" MIN IF DOOR HASNOTE:

VESTIBULE DOORS

TWO HINGED DOORS IN SERIES

NOTE:

THE CLEARANCES FOR FRONT APPROACHES

ALL DOORS IN ALCOVES SHALL COMPLY WITH

VESTIBULE DOORS DOOR HARDWARE DOOR LITE

BENCH SEATINGTHEATER SEATING

BENCH SEATINGTHEATER SEATING

LINE OF SIGHT

LINE OF SIGHT

SPORTS ARENA

THEATER/PLAYHOUSE

AUDITORIUM/CONCERT HALL

LECTURE HALLS

MEETING ROOMS

LINE OF SIGHT OVER HEADS

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# DATE DESCRIPTION

-

CLIENT

PROJECT NO.

Parkhill.com

9/1

6/2

021

2:3

6:2

0 P

M

1077.21

R_

v2

1

ISSUE FOR BID09/16/2021

555 Walnut St.Abilene, TX 79601

City of Abilene

G-023

AccessibilityStandards

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PUSH FOR HELP

EMERGENCY

PHONE

18

3

1

4

2

7

5

8

6

1

3

2

4

5

7

6

8

8 1

1 2

1« 2

1« 2

43

5 6

7 8

ACCESSIBILITY GUIDELINE SHEETS ARE BASED ON

THE 2012 TEXAS ACCESSIBILITY STANDARDS (TAS).

ACCESSIBILITY GUIDELINE SHEETS ARE FOR

INFORMATIONAL PURPOSES ONLY. AND INTENDED

TO SERVE AS A GUIDE FOR CONSTRUCTION

PROFESSIONALS AND OWNERS.

SOME OF THE INFORMATION AND PICTOGRAPHS

SHOWN MAY NOT BE APPLICABLE TO THIS PROJECT.

REFER TO PLUMBING SHEETS FOR PLUMBING

FIXTURE MOUNTING HEIGHTS.

GRAPHICS SHOWN ARE FOR ADULTS.

CLEAR FLOOR AREA/ACCESSIBLE ROUTE

ELEVATORS LULA LIFTS

ACCESSIBLE RAMP

GENERAL NOTES

ELEVATORS

«

FORWARD PARALLEL ELEVATIONTOE CLEARANCE

PLANCENTERED

ELEVATIONKNEE CLEARANCE

ALCOVE

FORWARD

ALCOVE

PARALLEL

180 DEG

TURN AROUND

NARROW

PASSAGE

SINGLEWHEELCHAIR

T-SHAPE

TURN AROUND

CIRCLE

TURN AROUND

IF Y=60 MIN, X=36 MIN

OFF-CENTERED DOOR

PLATFORM

LIF

T M

EC

HA

NIS

M

(NEW CONSTRUCTION)CENTERED DOOR

DIRECTION

HANDRAILS

LANDING

RAMPLANDING

EDGE PROTECTION CURB/BARRIER OR 12" EXTENDED

HANDRAILS REQUIRED ON BOTH SIDES OF RAMP

RAMP WIDTH TO BE NO LESS THAN 36" BETWEEN

RAMP CROSS SLOPE NOT TO EXCEED 2% MAX

LANDING SLOPE NOT TO EXCEED 2% IN ANY

SURFACE REQUIRED ON BOTH SIDES OF

RAMP RUN LANDINGLANDING

LANDING

RAMP RUN

RAMP RUN

EXTENDED

SURFACE

CURB OR

BARRIER

SECTION

CHANGE IN DIRECTION

SLOPED SURFACE WHERE VERT EDGE IS > 8"

AT

LE

AS

T A

S

WID

E A

S T

HE

WID

ES

T R

AM

P R

UN

STRAIGHT

OR

RAISED OR FLUSH

ENTRY LEVEL

DOOR OPEN

ALARM

DOOR CLOSE

EMERGENCY

CAR FLOOR

HE

IGH

T W

ITH

IN

RE

AC

H R

AN

GE

DOOR SAFETY BEAMS HALL LANTERNS HALL CONTROLS

INSIDE CABFLOOR DESIGNATION

BESIDE DOOR ABOVE DOOR EMERGENCY

COMMUNICATION

DEVICEOUTSIDE CAB CAR CONTROL DETAILS

MAIN

STOP

DOOR FRAME

(ABOVE CAR CONTROL PANEL)

60" MIN

60 M

IN

30

MIN

24

MIN

12MIN

30MIN

12MIN

60 MIN

48 MIN

30

MIN 48 M

IN

30 MIN

30 M

IN

48 MIN

36 MIN

X >

24

60 MIN

X >

15

30 M

IN

6 MAX17-25

8 MIN

9"

MIN

11 MIN

27 M

IN

24MAX 48 MIN

24MAX

32 M

IN

36 M

IN

32 M

IN

36 M

IN

Y4

8 M

IN

X42 MIN

X42 MIN

X<48

9"

MIN

42 MIN

54 M

IN

32 MIN

32 MIN

42 M

IN

60 MIN

36 MIN

60 M

IN

80 MIN

51 M

IN

54 M

IN

42 MIN

80 M

IN

36 MIN 36 MIN

54 M

IN

51 M

IN

68 MIN

54 MIN

51 M

IN

36 MIN

51 MIN

60 MINSLOPE 1:12 MAX60 MIN

60 MIN 60 MIN 60 MIN

60 M

IN

36 MINBETWEEN

HANDRAILS

36 M

INB

ET

WE

EN

HA

ND

RA

ILS

12 MIN12 MIN

X<

4

27 M

AX

34-3

8

34-3

8

36 MIN

TOP & BOTTOMOF RAMP

12 MIN

48 M

AX

72

29

5

48 M

AX

60

2

35 M

IN

3/4 MIN

2 1

/2 M

IN

2 1

/2 M

IN

CL

CL

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# DATE DESCRIPTION

-

CLIENT

PROJECT NO.

Parkhill.com

9/1

6/2

021

2:3

6:2

2 P

M

1077.21

R_

v2

1

ISSUE FOR BID09/16/2021

555 Walnut St.Abilene, TX 79601

City of Abilene

G-024

AccessibilityStandards

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R 4

R16

SYMBOL & BORDER: WHITEBACKGROUND: BLUESYMBOL: BLUE OR WHITE

ACCESSIBLE PARKING SIGNAGE PARKING SPACESPASSENGER LOADING ZONE

ACCESSIBLE ROUTE FROM PARKINGACCESSIBLE ROUTES

BUS STOPS ACCESSIBILITY SYMBOL

· ACCESSIBILITY GUIDELINE SHEETS ARE BASED ON

THE 2012 TEXAS ACCESSIBILITY STANDARDS (TAS).

· ACCESSIBILITY GUIDELINE SHEETS ARE FOR

INFORMATIONAL PURPOSES ONLY. AND INTENDED

TO SERVE AS A GUIDE FOR CONSTRUCTION

PROFESSIONALS AND OWNERS.

· SOME OF THE INFORMATION AND PICTOGRAPHS

SHOWN MAY NOT BE APPLICABLE TO THIS PROJECT.

· REFER TO PLUMBING SHEETS FOR PLUMBING

FIXTURE MOUNTING HEIGHTS.

· GRAPHICS SHOWN ARE FOR ADULTS.

VAN ACCESSIBLE

PARKINGRESERVED

PARKINGRESERVED

VIOLATORS

SUBJECT TO

FINE AND

TOWING

CURB RAMPS AT MARKED CROSSINGSCURB RAMPS

GENERAL NOTES

PROTRUDING OBJECTS/TELEPHONES ACCESSIBLE SEATING

36 MIN

48 M

IN

36 MIN

X

48M

IN

X

X

48

MIN

36

MIN

4M

AX

4MAX

4MAX

36MIN

1:1

2 S

LO

PE

MA

X

24

MIN

80 M

INX>12

X>12

27 M

AX

12MAX

27

-80 12 MAX

12 MAX

27

-80

30 MIN

48

MIN

2 1/2MAX

18

MIN

5'-0

"M

IN

FULL LENGTH OFVEHICLE PULL-UP SPACE

20'-0" MIN

60 M

IN

36 M

IN

48

30

36

36

36

MIN

36

MIN

36

MIN

8'-0

"M

IN

12

MAX

12

MAX96 MIN(8'-0")

60 MIN(5'-0")

132 MIN(11'-0")

36

MIN

36MIN

2 1/2

24

2 1

/2 3

16 13 1/4

44

2

5

4

2 3/4

5 1/2

51/2

41 3/4

4

201 1

12

24MIN

24MIN

CURB RAMP WITHIN

MARKED CROSSINGSTRAIGHT

SEGMENT

WITHIN

CROSS WALK

CURB RAMP WITHIN

MARKED CROSSING

CURB RAMP

MARKED

CROSSING

CURB RAMP

MARKED

CROSSING

1:12 MAX IF

X IS < 36

STRAIGHT

SEGMENT WITHIN

CROSS WALK

ISLAND CUT THROUGH

LEVEL WITH STREET

WELL DEFINED

EDGE

NON-WALKING

SURFACE

NON-WALKING

SURFACE

ISLAND CUT THROUGH

LEVEL WITH STREET

2.35

2.3

5

0.9

0.2

DETECTABLE WARNING

DEVICES SHALL COMPLY

WITH THE TEXAS

ACCESSIBILITY STANDARDS

AND BE ALIGNED IN THE

DIRECTION OF

PEDESTRIAN TRAVEL

THE SURFACE OF THE

DETECTABLE WARNING

DEVICES SHALL BE A

CONTRASTING COLOR

THAT PROVIDES A LIGHT

REFLECTIVE VALUE

SIGNIFICANTLY

CONTRASTING WITH THE

ADJACENT SURFACES

FLARED SIDES

24

MIN

1:10

MAX

SLOPE

EACH SIDE

BOTTOM OF RAMP SURFACE

DETAIL

FLARED SIDES

1:12 MAX IF

X IS < 36"

ENLARGED PLAN

ENLARGED PLAN

ENLARGED PLAN

ENLARGED PLAN

CURB RAMP AND ADJOINING SURFACE SLOPES

(D)(C)

(B)(A)

WITHIN CURB RAMP AND FLARES, THERE SHALL BE NO LIGHT OR SIGNAL

POLES, SIGNAL BOXES, VALVE BOX COVERS, OR THE LIKE

ISLAND

ISLAND

FLARED SIDES

1:12 MAX IF

X IS < 36"

ISLAND

CUT THROUGH AT ISLAND CURB RAMP AT ISLAND

CURB RAMP

MAX SLOPE

ADJOINING

SURFACE

MAX SLOPE

17

-19

20-24

42 M

IN2 M

AX

10 M

AX

20 M

AX

ACCESSIBLE PATH

OF TRAVEL

TELEPHONES

OVERHANG

POST

FORWARD

APPROACH

PROTRUDING OBJECTS

PARALLEL

APPROACH

PLAN

OVERHANG

SIGNS

OVERHANG

POST

DOMINANT DIRECTION

OF TRAVELLONG DIRECTION

PERPENDICULAR TO

DOMINANT DIRECTION

OF TRAVEL

1/2 MAX GRATING

60 MIN

96 M

IN

CURB OR

ROADWAY

EDGEBUS

STOP

PAD

SHELTER

ACCESSIBLE

ROUTE

PERPENDICULAR SIDEWALK PARALLEL SIDEWALKW/ IN-LINE CURB RAMP W/ PARALLEL CURB RAMP

PERPENDICULAR SIDEWALKW/ FLARED CURB RAMP

NON-WALKING

SURFACE

NON-WALKING

SURFACE

PERPENDICULAR SIDEWALKW/ LONGITUDINAL CURB RAMP

NON-WALKING

SURFACE

NON-WALKING SURFACE

CAR

PASSINGACCESSIBLE PATH WIDTH

SINGLE

60 MIN

96 M

IN

CURB OR

ROADWAY

EDGEBUS

STOP

PAD

ACCESSIBLE

ROUTE

CURB RAMP

CURB RAMP CONFIGURATION MAY VARY

36

MIN

36

MIN36M

IN

36MIN

60 MIN60 MIN

2% MAX SLOPE

VAN

PARKING SPACES AND ACCESS AISLESLOPE NOT TO EXCEED 2% IN ANY DIRECTION

12" HIGH LETTERS WITH

A 2" STROKE WIDTH

ABOVE GRADE

60 MIN

ABOVE GRADE

48 MIN

ACCESSIBLE ROUTE

OF ACCESSIBILITY PAINTED

IN EACH PARKING STALL

INTERNATIONAL SYMBOLABOVE GRADE

80 MAX

AS REQUIRED

VAN ACCESSIBLE

NO PARKING

NO

PARKING

RE

GIS

T

ERED ARCH

ITE

CT

TS

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DN

DN

EGRESS EXIT REQUIRED

EGRESS PATH AND TRAVEL DISTANCE

1/2 HOUR FIRE [WALL][PARTITION][BARRIER]

1 HOUR FIRE [WALL][PARTITION][BARRIER]

SMOKE [WALL][PARTITION][BARRIER]

1 HOUR FIRE SMOKE [WALL][PARTITION][BARRIER]

EXIT

EW=36"

GSF

NSF

FEC

TD

CPOT

(M)DBE

OL

200'

ASSEM 2080

15 NET 139

.2 27.8" 140"

FUNCTION OF SPACE (TABLE 1004.1.2)

TOTAL FLOOR AREA (SF)

CALCULATED OCCUPANT LOAD OF SPACE

EGRESS WIDTH PROVIDED (INCHES)

MINIMUM EGRESS WIDTH REQUIRED (INCHES)

EGRESS WIDTH FACTOR (SECTION 1005.3.1 FOR STAIRS; 1005.3.2 FOR OTHERS)

FLOOR AREA (SF) PER OCCUPANT (TABLE 1004.1.2)

200'

459 0.2

32" 36"

TOTAL OCCUPANT LOAD PER EXIT

EGRESS WIDTH FACTOR (SECTION 1005.3.1 FOR STAIRS; 1005.3.2 FOR OTHERS)

EGRESS WIDTH PROVIDED (INCHES)

MINIMUM EGRESS WIDTH REQUIRED (INCHES)

LEGEND

DISTANCE BETWEEN EXITS

EXIT WIDTH PROVIDED AT SPECIFIC EXIT

GROSS SQUARE FOOT

NET SQUARE FOOT

FIRE EXTINGUISHER CABINET

TRAVEL DISTANCE

COMMON PATH OF TRAVEL

(MINIMUM) DISTANCE BETWEEN EXITS

OCCUPANT LOAD

GENERAL CONSTRUCTION INFORMATION

BUILDING

PLUMBING

MECHANICAL

ELECTRICAL

FIRE

ACCESSIBILITY

IBC 2012

2012 TAS, 2010 ADA/SAD

ENERGY

OTHER -

OCCUPANT LOAD (TAB 1004.5)

EGRESS

PLUMBING FIXTURE RQMTS - IPC

DESCRIPTION:OCC:

LAV DRINK

FOUNT.REF.

IPC 410

SE

RV

ICE

SIN

K

M F

UR

INA

LS

WATER

CLOSET

M FOC

CU

PA

NT

LO

AD

(A

CT

UA

L)

US

E G

RO

UP

ASSEM

TOTAL REQUIRED

TOTAL PROVIDED

A-3 129

1

2

1

2

1

1

1

2

1

2

1 1

11

OTHER

PLUMBING FIXTURE RQMTS - IPC

TOILETS

LAVATORIES

TOILETS

LAVATORIES

DRINKING FOUNTAIN (ADA HI/LO)

SERVICE SINK

REQUIRED PROVIDED

REQUIRED PROVIDED

REQUIRED PROVIDED

1

1

2+

2+

1

1

2+

2+

1

1

1

1

FIXTURE COUNT FEMALE A-2 (103) TABLE 403.1

FIXTURE COUNT MALE A-2 (103) TABLE 403.1

FIXTURE COUNT DRINKING FOUNTAIN & SERVICE SINK TABLE 403.1

COMMUNITY HALL

IECC 2012

ABILENE FIRE CODE 2009

NEC 2014

IMC 2012

IPC 2012

ASSEMBLY1,938 SF @ 15 SF PER PERSON

BUSINESSX,XXX SF @ 100 SF PER PERSON

STORAGE/MECHANICALX,XXX SF @ 300 SF PER PERSON

TOTAL

129

-

-

129

# OF PEOPLEOCCUPANT LOAD

ACCESSORY STORAGE AREAS, MECHANICAL, EQUIPMENT ROOM

300 GROSS

300 GROSS

500 GROSS

AIRPORT TERMINAL

BAGGAGE CLAIM 20 GROSS

BAGGAGE HANDLING 300 GROSS

CONCOURSE 100 GROSS

WAITING AREAS 15 GROSS

ASSEMBLY

GAMING FLOORS (KENO, SLOTS, ETC.) 11 GROSS

ASSEMBLY W/ FIXED SEATS SEE SECTION 1004.6

ASSEMBLY WITHOUT FIXED SEATS

CONCENTRATED (CHAIRS ONLY-NOT FIXED) 7 NET

STANDING SPACE 5 NET

UNCONCENTRATED (TABLES AND CHAIRS) 15 NET

7 NET

BUSINESS AREAS 150 GROSS

COURT ROOMS-OTHER THAN FIXED SEATING AREAS 40 NET

DAY CARE 35 NET

DORMITORIES 50 GROSS

EDUCATIONAL

CLASSROOM AREA 20 NET

SHOPS AND OTHER VOCATIONAL ROOM AREAS 50 NET

EXERCISE ROOMS 50 GROSS

H-5 FABRICATION AND MANUFACTURING AREAS 200 GROSS

INDUSTRIAL AREAS 100 GROSS

INSTITUTIONAL AREAS

INPATIENT TREATMENT AREAS 240 GROSS

OUTPATIENT AREAS 100 GROSS

SLEEPING AREAS 120 GROSS

KITCHENS, COMMERCIAL 200 GROSS

LIBRARY

READING ROOM 50 NET

STACK AREA 100 GROSS

LOCKER ROOMS 50 GROSS

MERCANTILE

AREAS ON OTHER FLOORS 60 GROSS

STORAGE, STOCK, SHIPPING AREAS 300 GROSS

PARKING GARAGES 200 GROSS

RESIDENTIAL 200 GROSS

SKATING RINKS, SWIMMING POOLS

RINK AND POOL 50 GROSS

DECKS 15 GROSS

STAGES AND PLATFORMS 15 NET

WAREHOUSES 500 GROSS

BOWLING CENTERS, ALLOW 5 PERSONS FOR EACH LANE INCLUDING 15 FEET OF RUNWAY, AND FOR ADDITIONAL AREAS

APPLICABLE CODES:

FUNCTION OF SPACE OCCUPANT PER SF

TOTAL OCCUPANT LOAD FOR THE AREA

TOTAL OCCUPANT LOAD EGRESS WILL ACCOMMODATE 680 PEOPLE

EGRESS WIDTH REQUIRED

129 X 0.2 26 INCHES

EGRESS PROVIDED

MAXIMUM ALLOWABLE TRAVEL DISTANCE(TABLE 1017.2)

LONGEST TRAVEL DISTANCE

MAXIMUM DEAD END LIMIT (SECTION 1020.4)

250 FEET (SPRINKLED)

MAXIMUM DEAD END LIMIT PROVIDED

N/A

MAXIMUM COMMON PATH OF EGRESS TRAVEL (TABLE 1006.2.1)

COMMON PATH OF EGRESS TRAVEL PROVIDED

N/A

TW O EXITS REQUIRED WHERE DESIGN OCCUPANT LOAD EXCEEDS VALUES LISTED (TABLE 1006.2.1)

N/A

MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD (TABLE 1006.3.2)

1-500 2 EXITS

501-1000 3 EXITS

MORE THAN 1000 4 EXITS

129 PEOPLE

136 INCHES

N/A

55 FEET (SPRINKLED)

(SECTION 1005.3.1 FOR STAIRS; 1005.3.2 FOR OTHERS)

CONCENTRATED BUSINESS USE AREA SEE SECTION 1004.8

MALL BUILDINGS - COVERED AND OPEN SEE SECTION 402.8.2

EXHIBIT GALLERY AND MUSEUM 30 NET

AIRCRAFT HANGARS

AGRICULTURAL BUILDING

1,938 SF129

ASSEM15 SF

64"0.2 26"

CHAMBER

202

EXITEXIT10 .232" 68"

119 .232" 68"

IT

203

MD

BE -

64-0"'/

3 = 2

1'-4"

55'

# DATE DESCRIPTION

-

CLIENT

PROJECT NO.

Parkhill.com

9/1

6/2

021

2:3

6:2

6 P

M

1077.21

R_

v2

1

ISSUE FOR BID09/16/2021

555 Walnut St.Abilene, TX 79601

City of Abilene

G-101

Code Information

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1. UL ASSEMBLIES INDICATED ESTABLISH BASIS PERFORMANCE. OTHER ASSEMBLIES MAY BE CONSIDERED AT DISCRETION OF ARCHITECT IF EQUIVALENT PERFORMANCE IS PROVIDED. SUBSTITUTION PROPOSALS SHALL INCLUDE CHANGES REQUIRED TO COMPONENTS OF ASSEMBLY.

2. FIRE EXTINGUISHERS, (IFC SECTION 906 AND NFPA 10; CHAPTER 6 AND TABLE 6.2.1.1, CLASS A - LIGHT HAZARD OCCUPANCY) MAXIMUM FLOOR AREA FOR UNIT - 11,250 SF; MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER - 75 FT.

GENERAL NOTES

1/8" = 1'-0"A1CODE PLAN

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