A-101DISCIPLINE DESIGNATOR

SHEET TYPE DESIGNATOR

SEQUENCE NUMBER

SHEET IDENTIFICATION FORMAT

G GENERAL

H HAZERDOUS MATERIALS

V SURVEY / MAPPING

B GEOTECHNICAL

C CIVIL

L LANDSCAPE

S STRUCTURAL

A ARCHITECTURAL

I INTERIORS

Q EQUIPMENT

F FIRE PROTECTION

P PLUMBING

M MECHANICAL

E ELECTRICAL

T TELECOMMUNICATIONS

0 GENERAL

1 PLANS

2 ELEVATIONS

3 SECTIONS

4 LARGE SCALE VIEWS

5 DETAILS

6 SCHEDULES AND DIAGRAMS

10/07/2019

GENERAL

STRUCTURAL

G-000 COVER SHEET

G-001 SHEET INDEX GENERAL NOTES ABBREVIATIONS SYMBOLS LEGEND

ARCHITECTURAL

ELECTRICAL

S-101 ELEVATOR SHAFT DETAILS

A-101 DEMO PLANS

A-111 ANNOTATED PLANS

S-201 ELEVATOR SHAFT PLANS

E-101 ELECTRICAL PLANS

A-501 DETAILS

02/05/2020

07/01/2020

ABBREVIATIONS

A

AB ANCHOR BOLT

A/C AIR CONDITIONING

ACCESS. ACCESSIBLE

ACOUST. ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

ADD'L ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

ALUM ALUMINUM

ALT ALTERNATE

AMP ACOUSTICAL METAL PANEL

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ARCH'T ARCHITECT

ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS

B

B.M. BENCH MARK

BD BOARD

BETW BETWEEN

BF BACKFACE

BG BUMPER GUARD

BL BED LOCATOR

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BEAM, BENCH MARK

BOT BOTTOM

BR BUMPER RAIL

BRG BEARING

BSMT BASEMENT

BU ROD BACK-UP ROD

BUR BUILT-UP ROOF

BW BEARING WALL

C

C COMPACT PARKING SPACE

CDR CARD READER

CEM CEMENT

CER CERAMIC

CF CUBIC FEET

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COOR CORRIDOR, CORRESPONDING

CR COLD ROLLED

CR CRASH RAIL

CSK COUNTERSUNK

CT CERAMIC TILE

CTD CENTERED

CTR CENTER

CW CURTAIN WALL

D

D DEPTH

DBA DEFORMED BAR ANCHOR

DEG DEGREES

DET DETAIL

DIA DIAMETER

DIAPH DIAPHRAGM

DIM DIMENSION

DJ DEFLECTION JOINT

DL DEAD LOAD

DN DOWN

DRG DRAWING

DS DOWN SPOUT

DWGS DRAWINGS

DWLS DOWELS

E

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP BLT EXPANSION BOLT

EXT EXTERIOR

F

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FIN FLR FINISH FLOOR

FLR FLOOR

FLUOR FLUORESCENT

FRP FIRBER REINFORCED PANEL

FS FAR SIDE

FT FOOT

FTG FOOTING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

G

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRADE BEAM

GEN GENERAL

GFRC GLASS-FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GND GROUND

GR GRADE

GRG GLASS-REINFORCED GYPSUM

GYP BD GYPSUM BOARD

H

HB HOSE BIB

HC HANDICAP

HDW HARDWARE

HDWD HARDWOOD

HID HIGH INTENSITY DISCHARGE

HK HOOK

HM HOLLOW METAL

HOR HORIZONTAL

HP HIGH POINT

HPAC HIGH PERFORMANCE ARCHITECTURAL COATING

HR HOUR

HS HEADED STUD

HSKP HOUSEKEEPING

HT HEIGHT

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HAND WASH

HEX HEXAGONAL

I

ID INSIDE DIAMETER

INSUL INSULATION

IN INCHES

INT INTERIOR

J

JT JOINT

K

K KIPS (1000 LB)

KO KNOCK-OUT

KP KICKPLATE

KPD KEYPAD

KSF KIPS PER SQUARE FOOT

L

L ANGLE

LAV LAVATORY

LG LONG

LKB LOCKABLE

LL LIVE LOAD

LLH LONG LEG HOR.

LLV LONG LEG VERTICAL

LOC LOCATION

LP LOW POINT

LT LIGHT

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFG MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD BIT MODIFIED BITUMEN

MOD MODIFIED

MSL MEAN SEA LEVEL

MTL METAL

N

N/A NOT APPLICABLE

NA NOT AVAILABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE

O

OA OVER ALL

OC ON CENTER

OD OUTSIDE DIAM.

OD OVERFLOW DRAIN

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSF OUTSIDE FACE

P

P LAM PLASTIC LAMINATE

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PENT PENTHOUSE

PL PROPERTY LINE

PL PLATE

PLUMB PLUMBING

PLYWD PLYWOOD

PP PUSH PLATE

POL POLISHED

PORT CEM PORTLAND CEMENT

PR PAIR

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

PTD PAINTED

Q

QTY QUANTITY

R

R RISER

RAD RADIUS

RAF RUBBERIZED ASPHALT FLASHING

RAM RUBBERIZED ASPHALT MEMBRANE

RAU RUBBERIZED ASPHALT UNDERLAYMENT

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

RECP RECEPTACLE

REF REFER OR REFERENCE

REINF REINFORCING

RELOC RELOCATE/RELOCATED

REQ'D REQUIRED

RFVC RECESSED FIRE VALVE CAB

RM ROOM

RO ROUGH OPENING

S

SAB SOUND ATTENUATION BLANKET

SBC STANDARD BUILDING CODE

SCHED SCHEDULE

SDL SUPERIMPOSED DEAD LOAD

SECT SECTION

SHR SHOWER

SHT SHEET

SHW SHOWER

SIM SIMILAR

SO STRUCTURAL OPENING

SOG SLAB ON GRADE

SP STAND PIPE

SPA SPACE, SPACING

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STRUC STRUCTURAL

SYM SYMMETRICAL

SYS SYSTEM

T

T TREAD

T&B TOP AND BOTTOM

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK

TLT TOILET

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOSTL TOP OF STEEL

TW TOP OF WALL

TYP TYPICAL

U

UNO UNLESS NOTED OTHERWISE

V

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VWC VINYL WALL COVERING

W

W/ WITH

W/O WITHOUT

W WIDTH

W.P. WATERPROOF(ING)

WD WOOD

WF WIDE FLANGE

WL WIND LOAD

WP WORK POINT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER

PROJECT

LOCATION

PROJECT LOCATION MAPSYMBOLS LEGEND

NORTH

ARROW

1

A-420

DRAWING NUMBER

SHEET NUMBER

INTERIOR ELEVATION

1

0

DRAWING TITLE

8'-0" 16'-0" 24'-0"Scale: 1/8" = 1'-0"

DRAWING BLOCK TITLE

A-550

1

A-550

1

A-201

1

A-321

1

A-301

1

A-301

1

A

ROOMNAME101

A

EXTERIOR ELEVATION INDICATOR

WALL SECTION INDICATOR

BUILDING SECTION INDICATOR

DETAIL INDICATOR

DETAIL INDICATOR

F.F. = +10"

FINISH FLOOR LEVEL

COLUMN GRID

101

ROOM IDENTIFIER

DOOR IDENTIFIER

WINDOW IDENTIFIER

600.00

SPOT GRADE

IH-20

FORT WORTH

IH-35W

820

ARLINGTON

360

199

287

HURST

121

EULESS

114

GRAPEVINE

IH-35E

IH-45

635

75

IRVING

183

635

114

DALLAS

LEWISVILLE

IH-30

IH-20

MAPPED AREA

GRAND

PRAIRIE

VICINITY MAP

ARCHITECTURAL GENERAL NOTESA. ALL PARTITIONS ARE TYPE 'A' UNLESS NOTED OTHERWISE.

B. WORK IS TO CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES HAVING JURISDICTION OVER THIS WORK.

C. REFER TO ADA SHEETS FOR ACCESSIBILITY REQUIREMENTS NOT SHOWN ON OTHER DRAWINGS. NOTIFY ARCHITECT IF A

DISCREPANCY OCCURS BETWEEN DRAWN DETAILS AND ADA SHEETS.

D. WORK SHALL CONFORM IN QUALITY TO ACCEPTED INDUSTRY STANDARDS. ANY QUESTIONS REGARDING THIS REQUIREMENT

SHALL BE DIRECTED TO THE ARCHITECT FOR INTERPRETATION.

E. CONTRACTOR SHALL INSPECT PREMISES AND WARRANT FAMILIARITY WITH PROJECT CONDITIONS PRIOR TO BEGINNING

WORK. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF CONDITIONS.

F. CONTRACTOR SCOPE OF WORK IS TO INCLUDE MATERIALS, LABOR, TOOLS, EQUIPMENT, AND RELATED ITEMS AS REQUIRED

TO COMPLETE PROJECT AS INDICATED.

G. NEW MATERIALS SHALL BE PROVIDED, EXCEPT FOR THOSE ITEMS SPECIFICALLY NOTED OTHERWISE. SUBSTITUTIONS OF

PRODUCTS MEETING THE SAME STANDARDS OF QUALITY MAY BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. NO

SUBSTITUTIONS ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT.

H. CONTRACTOR SHALL PROTECT ALL EXISTING WALLS, DOORS, FRAMES, EQUIPMENT AND MATERIALS THAT ARE SHOWN TO

REMAIN. FINISHED WORK SHALL BE COMPLETE AND FUNCTIONAL, CONSISTENT WITH THE DESIGN INTENT AS EXPRESSED.

ANY QUESTIONS CONCERNING COMPLETENESS OF WORK SHALL BE DIRECTED TO THE ARCHITECT.

I. CONTRACTOR IS TO VERIFY RELATIONSHIP BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION AS SHOWN. REPORT

ANY DISCREPANCIES TO ARCHITECT PRIOR TO EXECUTION OF ANY CONSTRUCTION AFFECTING THESE AREAS. NO CHANGES

SHALL BE MADE WITHOUT NOTIFYING THE ARCHITECT IN ADVANCE. ANY WORK UNDERTAKEN PRIOR TO NOTIFICATION WILL

BE AT THE CONTRACTOR'S SOLE EXPENSE AND RESPONSIBILITY.

J. WORK OF TRADES AND VENDORS SHALL BE COORDINATED BY THE CONTRACTOR. VENDORS AND TRADES SPECIALIZING IN

MANUFACTURING AND INSTALLING PRODUCTS SPECIFIED WITH MINIMUM 2 YEARS DOCUMENTED EXPERIENCE SHALL BE

USED.

K. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, APPLICATION FEES, AND INSPECTION FEES REQUIRED BY LOCAL

GOVERNING AUTHORITIES.

L. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LIFE SAFETY ITEMS REQUIRED TO MEET APPLICABLE CODES AND TEXAS

ACCESSIBILITY STANDARDS.

M. CONTRACTOR SHALL ABIDE BY BUILDING RULES AND REGULATIONS AND COORDINATE USE OF PARKING AREAS WITH

BUILDING OWNER. CONTRACTOR SHALL COORDINATE AFTER HOURS BUILDING ACCESS WITH BUILDING OWNER.

N. CONSTRUCTION AREAS SHALL BE CLEANED DAILY OF TRASH AND DEBRIS. STAIRWAYS, SIDEWALKS, AND PARKING AREAS

SHALL BE KEPT FREE OF EQUIPMENT AND MATERIALS AT ALL TIMES.

O. FIRE EXTINGUISHERS ARE TO BE LOCATED/INSTALLED PER GOVERNING JURISDICTION. CONTRACTOR IS TO CONFIRM

LOCATIONS OF F.E.C.'S ON PLAN WITH CITY PRIOR TO INSTALLATION AT SITE.

P. FIRE ALARM SPEAKERS AND PULL STATIONS ARE TO BE INSTALLED PER GOVERNING JURISDICTION. AUDIO/VISUAL WARNING

DEVICES SHALL BE WALL MOUNTED AT 80" A.F.F. TO BOTTOM OF DEVICE U.N.O. COLOR IS TO BE WHITE. MOUNT FIRE PULLS

AT 48" A.F.F. U.N.O. BY FIRE MARSHALL. COLOR TO BE BLACK WITH CONTRASTING LETTERING. APPLICABLE SIGNAGE SHALL

BE PROVIDED BY CONTRACTOR AND COORDINATED WITH OTHER BUILDING SIGNAGE.

Q. IF GOVERNING JURISDICTION RELOCATES ELEMENTS FROM ARCHITECTURAL SPECIFICATION, INFORM ARCHITECT AND

OWNER PRIOR TO INSTALLATION. FIELD REVISED INFORMATION MUST BE INCLUDED IN 'AS BUILT' DOCUMENTATION

PROVIDED TO ARCHITECT.

R. CONTRACTOR SHALL CAREFULLY REMOVE EXISTING ELEVATOR SIGNAGE AND INSTALL NEW ELEVATOR SIGNAGE IN THE

SAME LOCATION. SIGNAGE MUST MEET CRITERIA OF THE TEXAS ACCESSIBILITY STANDARDS (TAS).

S. THE TERM 'PROVIDE' IN THE CONSTRUCTION DOCUMENTATION MEANS TO FURNISH, TRANSPORT, INSTALL, CONNECT,

WARRANT AND START-UP, INCLUSIVELY.

T. ALL DIMENSIONS TO FACE OF FRAMING UNLESS NOTED OTHERWISE.

U. PROVIDE ALL NECESSARY FRAMING, BRACING , FIRE-RETARDANT WOOD BLOCKING (WHERE REQUIRED BY CODE) OR METAL

BLOCKING PER WALL MOUNTING DETAILS, NAILERS & SHIMS REQUIRED TO INSTALL ALL DOOR FRAMES, MEP WORK,

MILLWORK, ACCESSORIES AND MISCELLANEOUS FIXTURES AND FITTINGS.

V. THE CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPORT TO ALL EXISTING CONSTRUCTION WHEN REQUIRED FOR

DEMOLITION OR NEW WORK.

W. ALL UTILITY SHUTDOWNS TO OCCUR SHALL BE COORDINATED WITH BUILDING MANAGEMENT.

X. PROVIDE ALL REQUIRED FLOOR LEVELING FOR FINISH FLOOR MATERIALS TO A TOLERANCE OF

1

4

" OVER 12'-0".

Y. CONTRACTOR SHALL COORDINATE ALL SIDEWALK AND STREET CLOSURES WITH BUILDING OWNER AND LOCAL

MUNICIPALITY.

Z. CONTRACTOR SHALL CONTACT ARCHITECT REGARDING ANY UNEXPECTED OR UNDISCOVERED CONDITIONS DURING WORK.

AA. WORK INDICATED ON A SHEET OF A SPECIFIC DISCIPLINE IS NOT A DETERMINATION OF SEPARATE WORK BY THE

CONTRACTOR AND SUBCONTRACTORS. THE CONTRACTOR IS RESPONSIBLE FOR SEPARATION OF SUBCONTRACTORS

WORK.

AB. ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL BE PROMPTLY REPORTED TO

THE ARCHITECT. ALL DIMENSIONS ARE NOMINAL TO THE NEAREST 1/8". INTERIOR DIMENSIONS EXTEND FROM THE FACE OF

EXISTING WALLS TO CENTER OF NEW WALLS EXCEPT AS NOTED.

AC. ALL PENETRATIONS IN THE EXISTING STRUCTURE REQUIRE X-RAY FOR VERIFICATION OF REBAR AND CLEARANCE.

COORDINATE ALL CORE DRILLING WITH THE BUILDING REPRESENTATIVE.

AD. ALL PENETRATIONS (PIPING, CONDUIT, DUCTWORK, ETC.) THROUGH THE STRUCTURAL ROOF DECK SHALL BE COMPLETELY

SEALED. LARGE OPENINGS SHALL BE SEALED WITH METAL AND LATH OR ROOF DECK PATCH. THIS NOTE DOES NOT APPLY

TO SHAFTS PROTECTED BY CONTINUOUS FIRE RESISTANT PARTITIONS.

date-time: 7/1/2020 3:15 PM

plotted by: Casey Smith

Project No:Issue Date:

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

6 7 8 9

A

B

C

D

E

F

G

1 2 3 4 5

Rev. Description Date

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6300

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700

FORT

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761

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8.12

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ISSUE FOR CONSTRUCTION

TAR

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07/0

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G-001

SHEET INDEX GENERAL NOTESABBREVIATIONS SYMBOLSLEGEND

105 February, 2020ADDENDUM 02

2

201 July, 2020ADDENDUM 03

1

A-1010

LEVEL 00 DEMOLITION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

2

3

1

2

A-1010

LEVEL 01 DEMOLITION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

2

3

1

3

A-1010

LEVEL 02 DEMOLITION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

2

3

1

4

A-1010

LEVEL 03 DEMOLITION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

2

3

1

5

A-1010

LEVEL 04 DEMOLITION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

2

3

1

6

A-1010

LEVEL 05 DEMOLITION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

2

3

1

7

A-1010

LEVEL 06 DEMOLITION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

2

3

1

MVP

157 SQ.FT.

8

A-1010

ROOF DEMOLITION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

DEMOLITION GENERAL NOTES1. ALL DASHED LINES (- - - - - - - - - - -) ARE CONSTRUCTION TO BE REMOVED.

2. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE RETAINED FOR OWNER ARE TO BECOME PROPERTY OF THE DEMOLITION

CONTRACTOR.

3. AT DEMOLITION SITES ABUTTING NEW CONSTRUCTION, AND AREAS OF IN-FILL OR PATCH WORK, MATCH ADJACENT

CONSTRUCTION UNLESS CALLED FOR OR SHOWN OTHERWISE IN THE DRAWINGS.

4. EXISTING ELEVATOR AND ELEVATOR DOORS TO BE REMOVED PER DEMOLITION PLAN. REFER TO ANNOTATION PLANS FOR

NEW ELEVATOR. EXISTING ELEVATOR DOOR FRAMES TO REMAIN.

5. CONTRACTOR SHALL IMPLEMENT CONSTRUCTION DUST / DEBRIS CONTROL MEASURES THROUGHOUT THE DURATION

OF CONSTRUCTION.

6. CONTRACTOR SHALL CAREFULLY REMOVE EXISTING ELEVATOR SIGNAGE. REFER TO 5/A-501 AND SPECIFICATIONS FOR NEW

SIGNAGE TO BE INSTALLED.

DEMOLITION KEYNOTES1. EXISTING SHEETROCK AND METAL STUDS TO BE REMOVED FOR FULL HEIGHT AND EXTENT OF THE WALL. EXISTING

CONCRETE WALL TO REMAIN.

2. EXISTING ELEVATOR TO BE REMOVED.

3. EXISTING ELEVATOR DOORS TO BE REMOVED. EXISTING ELEVATOR DOOR FRAMES TO REMAIN.

#

A-101

DEMO PLANS

date-time: 7/1/2020 3:09 PM

plotted by: Casey Smith

Project No:Issue Date:

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

6 7 8 9

A

B

C

D

E

F

G

1 2 3 4 5

Rev. Description Date

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CE, S

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700

FORT

WOR

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761

1681

7.33

8.12

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ISSUE FOR CONSTRUCTION

TAR

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UNTY

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1

05 February, 2020ADDENDUM 02

2

01 July, 2020ADDENDUM 03

2

1

A-111

0

LEVEL 00 ANNOTATION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

7'-8"

FIELD VERIFY

2

3

1

A-501

1

F4

A-501

6

2

A-111

0

LEVEL 01 ANNOTATION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

F4

2

3

1

7'-8"

FIELD VERIFY

3

A-111

0

LEVEL 02 ANNOTATION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

F4

2

3

1

7'-8"

FIELD VERIFY

4

A-111

0

LEVEL 03 ANNOTATION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

F4

3

1

2

4 7'-8"

FIELD VERIFY

5

A-111

0

LEVEL 04 ANNOTATION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

F4

3

1

2

4

7'-8"

FIELD VERIFY

6

A-111

0

LEVEL 05 ANNOTATION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

F4

3

1

2

4

7'-8"

FIELD VERIFY

7

A-111

0

LEVEL 06 ANNOTATION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

F4

3

1

2

7'-8"

FIELD VERIFY

MVP

157 SQ.FT.

8

A-111

0

ROOF ANNOTATION PLAN

8'-0" 16'-0" 24'-0"1/8" = 1'-0"

EXISTING CONCRETE COLUMN

CONTROLLER; REFER

TO ELECTRICAL

PLAN KEYNOTES1. NEW SHAFT WALL TO BE BUILT IN THE SAME LOCATION AS THE DEMOLISHED WALL. REFER TO 6/A-501.

2. NEW ELEVATOR AND ELEVATOR DOORS. NEW ELEVATOR DOOR SIZE TO MATCH EXISTING.

3. EXISTING ELEVATOR DOOR FRAMES AND EXISTING ELEVATOR LOBBY SILLS TO BE PAINTED TO MATCH NEW STAINLESS

STEEL ELEVATOR DOORS.

PROVIDE PAINT SAMPLE FOR APPROVAL. REFER TO SPECIFICATIONS.

4. SEE ASSOCIATED EXISTING CONDITIONS IMAGE NEXT TO ANNOTATION PLAN. COORDINATE NEW

ELEVATOR WITH LOW CEILING CONDITIONS.

5. NOT USED.

PLAN GENERAL NOTES1. ALL DIMENSIONS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL BE PROMPTLY REPORTED TO THE

ARCHITECT.

2. CONTRACTOR SHALL INSTALL NEW ELEVATOR SIGNAGE AT ALL LEVELS; REFER TO 5/A-501 AND SPECIFICATIONS. PATCH,

REPAIR AND PAINT WALLS AS NEEDED FOR NEW SIGNAGE. SIGNAGE MUST MEET THE CRITERIA OF THE TEXAS

ACCESSIBILITY STANDARDS (TAS).

A-111

ANNOTATED PLANS

date-time: 7/1/2020 4:02 PM

plotted by: Casey Smith

Project No:Issue Date:

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

6 7 8 9

A

B

C

D

E

F

G

1 2 3 4 5

Rev. Description Date

500

Wes

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enth

Stre

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Suite

140

0Fo

rt W

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, Tex

as.1

861

www.

bbpt

x.com

Tel8

17.3

35.4

991

.877

817

Fax

7610

2

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K W

. NEA

L &

ASSO

CIAT

ES10

15 W

BRO

ADW

AY A

VENU

EFO

RT W

ORTH

, TEX

AS 7

6104

817.

332.

1944

BAIR

D, H

AMPT

ON &

BRO

WN

6300

RID

GLEA

PLA

CE, S

UITE

700

FORT

WOR

TH, T

EXAS

761

1681

7.33

8.12

77

ISSUE FOR CONSTRUCTION

TAR

RAN

T CO

UNTY

200

WES

T BE

LKN

APCR

IMIN

AL JU

STIC

EEL

EVAT

OR

REP

LACE

MEN

T20

0 W

est B

elkn

apFo

rt W

orth

, Tex

as 7

6102

19107.0010/07/2019

07/0

1/20

20

1

05 February, 2020ADDENDUM 02

2

2

2

01 July, 2020ADDENDUM 03

2

7

5

°

M

I

N

.

CA

NT

H

EIG

HT

EXISTING SHAFT WALL

PROVIDE CANT WHERE ANY PROJECTION

INTO HOISTWAY EXCEEDS 4"

CONT 2" X 2" X 20 GA ANGLE

5/8" GYPSUM BOARD. WHERE CANT HEIGHT

EXCEEDS 24" PROVIDE 2 1/2" MTL STUDS AT

24" OC TO SUPPORT GYPSUM BOARD

CONT 2" X 2" X 20 GA ANGLE

PROJECTION

1

A-5010

HOISTWAY CANT AT SHAFT WALL

8" 1'-4" 2'-0"1 1/2" = 1'-0"

C L

6'-0" M

IN

5'-0"

C

L

LC

HALL LAMPS (VISUAL ELEMENTS SHALL BE

2 1/2" MIN IN SMALLEST DIMENSION)

FLOOR DESIGNATION BOTH JAMBS (CHARACTERS

SHALL BE 2" MIN)

HALL PUSH BUTTON STATION

BUTTONS SHALL BE 3/4" MIN IN

SMALLEST DIMENSION

4'-0" M

AX

. T

O H

IG

HE

ST

OP

ER

AB

LE

P

AR

T

2

A-5010

ELEVATOR MOUNTING HEIGHT REGULATIONS

8" 1'-4" 2'-0"1 1/2" = 1'-0"

5/8

"

MIN. BUTTON DIA.

X

1

3/4"

X

X

2

X

35

" M

IN

. A

.F

.F

.

48

"A

.F

.F

. M

AX

. T

O H

IG

HE

ST

O

PE

RA

BL

E P

AR

T

NUMERAL HEIGHT

MAIN ENTRY FLOOR

DOOR CLOSED

DOOR OPEN

EMERGENCY ALARM

3

A-5010

ELEVATOR PANEL DETAIL

4" 8" 1'-0"3" = 1'-0"

GUIDE RAILS

CONVENIENCE GFI OUTLET

PIT LIGHT

PIT STOP SWITCH

5"

PIT LIGHT SWITCH

PIT LADDER (MM 32)

6' - 3

1

/2

"

F.V

.

7 '- 8"

F.V.

FOOTING BELOW

SHEET MEMBRANE

WATERPROOFING

ELEV.

ENTRY

4

A-5010

ELEVATOR PIT PLAN

4'-0" 8'-0" 12'-0"1/4" = 1'-0"

PARTITION TYPE F

w/o SB

STC

RTG

SIZE WIDTH

FIRE

(hours)

w/ SBUL NO.

STUD PART.

REFER TO PARTITION HEAD DETAILS

FOR APPLICABLE RATED OR NON-

RATED CONDITIONS

SEALANT

MTL SHAFTWALL

RUNNER

TWO LAYERS

5/8" GYP BD

MTL SHAFTWALL

RUNNER

SEALANT

LINE OF STRUCTURE

F4

4" 5 1/4" 2

SOUND

NO

TAG

WALL

SOUND

WITH

TAG

WALL

LINE OF STRUCTURE

LINE OF

CEILING

REFER TO CHART

FOR PARTITION

WIDTH& STUD SIZE

//\\//\\//\\//\\

1" GYPSUM

LINER

F4

39 47U438

1"

1"

CONT 20 GA 3" DEEP LEG DEFLECTION

TRACK ATTACH TO DECK AT 12" OC MAX

CONT 2" WIDE X 20 GA MTL STRAP

FOR TOP ATTACHMENT OF GYP BD

CONCRETE FLOOR OR ROOF

DO NOT ATTACH GYPSUM BOARD OR METAL

STUDS TO DEFLECTION TRACK

SPRAY APPLIED FIRESTOP MATERIAL EACH

SIDE - MIN 1/2" OVERLAP AT GYP BD AND DECK

UL-HW-D-0108

NOTE: REFER TO UL ASSEMBLY FOR ADDITIONAL INFORMATION

2"

FILL GAP BETWEEN SLAB AND TOP OF

WALL WITH MINERAL WOOL INSULATION

2-HR FIRE OR 2-HR FIRE/SMOKE RESISTANT

IN CASE OF FIRE

USE STAIRWAYS

DO NOT USE

ELEVATORS

REFER TO MANUFACTURER

RE

FE

R T

O M

AN

UF

AC

TU

RE

R

48" M

IN

IM

UM

A

BO

VE

F

IN

IS

H F

LO

OR

FINISH FLOOR

EXISTING ELEVATOR SIGNAGE

TO BE REMOVED; PATCH,

REPAIR AND PAINT WALL

AS NEEDED FOR NEW

ELEVATOR SIGNAGE AT

EACH LEVEL; REFER TO

SPECIFICATIONS

5

A-5010

ELEVATOR SIGNAGE DETAIL

4" 8" 1'-0"3" = 1'-0"

6

A-5010

NEW 2-HOUR SHAFT WALL DETAIL

4" 8" 1'-0"3" = 1'-0"

1" GYPSUM SHAFT LINER

EXISTING CONCRETE WALL TO REMAIN

METAL STUDS; SIZE TO BE

COORDINATED IN FIELD SO THE

NEW SHEETROCK MATCHES

THE EXISTING LOCATION

(2) LAYERS 5/8" GYPSUM BOARD

EXPOSED EDGE OF NEW SHEETROCK

TO ALIGN WITH EXISTING SHEETROCK

LOCATION; EXISTING HOISTWAY

DIMENSIONS TO BE MAINTAINED

NEW

2-HR SHAFT WALL

EXISTING

TO REMAIN

A-501

DETAILS

date-time: 7/1/2020 4:25 PM

plotted by: Casey Smith

105 February, 2020ADDENDUM 02

Project No:Issue Date:

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

G

6 7 8 9

A

B

C

D

E

F

G

1 2 3 4 5

Rev. Description Date

500

Wes

t Sev

enth

Stre

et

Suite

140

0Fo

rt W

orth

, Tex

as.1

861

www.

bbpt

x.com

Tel8

17.3

35.4

991

.877

817

Fax

7610

2

FRAN

K W

. NEA

L &

ASSO

CIAT

ES10

15 W

BRO

ADW

AY A

VENU

EFO

RT W

ORTH

, TEX

AS 7

6104

817.

332.

1944

BAIR

D, H

AMPT

ON &

BRO

WN

6300

RID

GLEA

PLA

CE, S

UITE

700

FORT

WOR

TH, T

EXAS

761

1681

7.33

8.12

77

ISSUE FOR CONSTRUCTION

TAR

RAN

T CO

UNTY

200

WES

T BE

LKN

APCR

IMIN

AL JU

STIC

EEL

EVAT

OR

REP

LACE

MEN

T20

0 W

est B

elkn

apFo

rt W

orth

, Tex

as 7

6102

19107.0010/07/2019

07/0

1/20

20

201 July, 2020ADDENDUM 03

2