Issue for ConstructionProject No. 17149

08 November 2019

TARRANT COUNTY350 WEST BELKNAP

PARKING GARAGERENOVATION AND

ELEVATOR REPLACEMENT350 West Belknap

Fort Worth, Texas 76102

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100 W. Weatherford StFort Worth, TX 76196

Tarrant CountyOWNER

ARCHITECT

ELECTRICAL ENGINEER

500 West 7th Street, Suite 1400Fort Worth, Texas 76102

817.335.4991www.bbptx.com

Bennett Benner Partners

6300 Ridglea Place, Suite 700Fort Worth, Texas 76116

817.338.1277

Baird, Hampton & Brown

1015 W Broadway AvenueFort Worth, Texas 76104

817.332.1944

Frank W. Neal & AssociatesSTRUCTURAL ENGINEER

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

Novem

ber 08, 2019

GENERALG-000 COVER SHEET

G-001 SHEET INDEX GENERAL NOTES ABBREVIATIONS SYMBOLS LEGEND

STRUCTURAL

ARCHITECTURAL

S-001 PLAN AND DETAILS

A-100 FLOOR AND ROOF PLANS

ELECTRICALE-100 LEVEL 1 FLOOR PLAN - ELECTRICAL

A-501 SECTIONS AND DETAILS

E-101 LEVELS 2-4 FLOOR PLANS - ELECTRICAL

E-102 LEVEL 5 FLOOR PLAN - ELECTRICAL

A-010 DEMOLITION PLANS

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 PROVIDE ALL SIGNAGE AS REQUIRED BY GOVERNING AUTHORITIES. 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. PROVIDE BUILDING STANDARD HORIZONTAL MINI-BLINDS AT EXTERIOR WINDOWS THROUGHOUT UNLESS NOTED OTHERWISE.

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

V. LOCATE ALL DOORS 6" FROM NEAREST CORNER TO OUTSIDE EDGE OF FRAME, UNLESS NOTED OTHERWISE.

W. ALL APPLIANCES ARE TO BE FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE.

X. ALL PARTITIONS SHOWN TO CENTERLINE OF EXTERIOR WINDOW MULLIONS, UNLESS NOTED OTHERWISE.

Y. G.C. TO VERIFY ROUGH OPENING DIMENSION REQUIREMENTS OF ALL APPLIANCES AND COORDINATE WITH MILLWORK.

Z. 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.

AA. THE CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPORT TO ALL EXISTING CONSTRUCTION WHEN REQUIRED FOR DEMOLITION OR NEW WORK.

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

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

1

4

" OVER 12'-0".

AD. ALL BATT INSULATION TO BE STRAPPED IN PLACE WITH WIRE MESH ATTACHED TO STRUCTURE.

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

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

AG. 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.

AH. 33. 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.

AI. ALL PENETRATIONS IN THE EXISTING STRUCTURE REQUIRE X-RAY FOR VERIFICATION OF REBAR AND CLEARANCE. COORDINATE ALL CORE DRILLING WITH THE BUILDING

REPRESENTATIVE.

AJ. 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.

AK. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL REQUIREMENTS SET FORTH FOR ACCESSIBILITY OF THE LATEST 2010 ADA ACT/ 2012 TAS CODES. THIS INCLUDES ALL

GUIDELINES SET FORTH BY THE TEXAS DEPARTMENT OF LICENSING AND REGULATIONS (TDLR, TAS) AND AMERICANS WITH DISABILITIES ACT (ADA). THE CONTRACTOR SHALL INFORM

ARCHITECT IN WRITING IF HE BECOMES AWARE OF A POSSIBLE NONCOMPLIANCE SITUATION.

AL. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE

TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE.

AM. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED BETWEEN 34" MIN. TO 48" MAX. ABOVE FINISHED FLOOR.

AN. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2". RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER

THAN 1:2 FOR A MAX. OF 1/4" RISE. SLOPES IN FRONT OF DOORS, IN THE MANEUVERING SPACE, SHALL HAVE A SLOPE NO GREATER THAN 2% IN ALL DIRECTIONS.

AO. GRAB BARS AND HANDRAILS SHALL HAVE AN O.D. OF 1-1/4" TO 1-1/2", OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF HANDRAILS OR GRAB BARS ARE MOUNTED

ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2".

AP. ALL LIGHT SWITCHES AND OTHER ITEMS SUCH AS THERMOSTATIC AND SECURITY ALARM CONTROLS SHALL BE MOUNTED AT 48" AFF MAX., UNLESS NOTED OTHERWISE.

AQ. ALL OUTLETS, ELECTRICAL, TELEPHONE, AND DATA, SHALL BE LOCATED NO LOWER THAN 15" AFF, NOR HIGHER THAN 48" AFF.

AR. WHERE PERMANENT ROOM IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR WITHIN 8"

FROM THE STRIKE EDGE OF THE DOOR TO THE EDGE OF THE SIGN. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS

SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" MAX. AFF TO THE BOTTOM OF THE HIGHEST LETTERS OF THE SIGN. MOUNTING LOCATION FOR

SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3 IN OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.

REFER TO TAS 703 FOR OTHER SIGNAGE REQUIREMENTS.

AS. OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE, FIRE EXTINGUISHERS AND LIGHT SCONCES.) WITH THEIR LEADING EDGES BETWEEN 27" AND 80" AFF SHALL PROTRUDE NO MORE

THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" AFF MAY PROTRUDE ANY AMOUNT.

FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27 IN TO 80". PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN

ACCESSIBLE ROUTE OR MANEUVERING SPACE.

AT. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN

ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80" (NOMINAL DIMENSION), A BARRIER TO WARN BLIND OR VISUALLY-IMPAIRED PERSONS SHALL BE PROVIDED.

date-time: 11/8/2019 3:26 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

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19

G-001

SHEET INDEX GENERAL NOTESABBREVIATIONS SYMBOLSLEGEND

UP

ELEV #7

VESTIBULE

ENTEREXIT

ELECTRICAL ROOM

MACHINE

ROOM

1

A-0100

LEVEL 01 DEMOLITION PLAN

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

DEMO ELEVATOR FRAME

AND FULL EXTENT OF WALL

CAREFULLY REMOVE EXISTING SILL;

CONCRETE FLOOR TO BE REUSED

DN

VESTIBULE

UP

ELEV #7

2

A-0100

LEVEL 02 DEMOLITION PLAN

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

4'-10"

DEMO ELEVATOR FRAME

AND EXTENT OF WALL AS SHOWN

CAREFULLY REMOVE EXISTING SILL;

CONCRETE FLOOR TO BE REUSED

DN

VESTIBULE

UP

ELEV #7

3

A-0100

LEVEL 03 DEMOLITION PLAN

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

4'-10"

DEMO ELEVATOR FRAME

AND EXTENT OF WALL AS SHOWN

CAREFULLY REMOVE EXISTING SILL;

CONCRETE FLOOR TO BE REUSED

DN

VESTIBULE

UP

ELEV #7

4

A-0100

LEVEL 04 DEMOLITION PLAN

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

4'-10"

DEMO ELEVATOR FRAME

AND EXTENT OF WALL AS SHOWN

CAREFULLY REMOVE EXISTING SILL;

CONCRETE FLOOR TO BE REUSED

DN

VESTIBULE

ELEV #7

5

A-0100

LEVEL 05 DEMOLITION PLAN

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

4'-10"

DEMO ELEVATOR FRAME

AND EXTENT OF WALL AS SHOWN

CAREFULLY REMOVE EXISTING SILL;

CONCRETE FLOOR TO BE REUSED 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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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

350

WES

T BE

LKN

APPA

RKI

NG

GAR

AGE

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OVA

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N A

ND

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ATO

R R

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350

Wes

t Bel

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exas

761

02

17149.0011/08/2019

11/0

8/20

19

A-010

DEMOLITION PLANS

date-time: 11/8/2019 11:10 AM

plotted by: Casey Smith

UP

ELEV #7

VESTIBULE

ENTEREXIT

ELECTRICAL ROOM

MACHINE

ROOM

1

A-1000

LEVEL 01 ANNOTATION PLAN

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

A-501

4

2'-10 1/8"

3'-6"

2'-1 3/4"

NEW SHAFT WALL INFILL. PAINT WALL TO

MATCH EXISTING ADJACENT WALLS

PROVIDE CUTOUT (PIPING) FOR HALL

STATIONS AND LANTERN SET

DN

VESTIBULE

UP

ELEV #7

2

A-1000

LEVEL 02 ANNOTATION PLAN

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

NEW SHAFT WALL INFILL. PAINT WALL TO

MATCH EXISTING ADJACENT WALLS

PROVIDE CUTOUT (PIPING) FOR HALL

STATIONS AND LANTERN SET

2'-10 1/8"

3'-6"

2'-1 3/4"

DN

VESTIBULE

UP

ELEV #7

3

A-1000

LEVEL 03 ANNOTATION PLAN

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

3'-6"

2'-1 3/4"

NEW SHAFT WALL INFILL. PAINT WALL TO

MATCH EXISTING ADJACENT WALLS

PROVIDE CUTOUT (PIPING) FOR HALL

STATIONS AND LANTERN SET

2'-10 1/8"

DN

VESTIBULE

UP

ELEV #7

4

A-1000

LEVEL 04 ANNOTATION PLAN

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

3'-6"

NEW SHAFT WALL INFILL. PAINT WALL TO

MATCH EXISTING ADJACENT WALLS

PROVIDE CUTOUT (PIPING) FOR HALL

STATIONS AND LANTERN SET

2'-10 1/8"

2'-1 3/4"

DN

VESTIBULE

ELEV #7

5

A-1000

LEVEL 05 ANNOTATION PLAN

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

3'-6"

NEW SHAFT WALL INFILL. PAINT WALL TO

MATCH EXISTING ADJACENT WALLS

PROVIDE CUTOUT (PIPING) FOR HALL

STATIONS AND LANTERN SET

2'-10 1/8"

2'-1 3/4"

6

A-1000

ROOF PLAN

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

PARKING LEVEL BELOW

EXISTING ROOF

TO REMAIN

DS DS DS DS

EXISTING DOWNSPOUTS

TO REMAIN

A-100

FLOOR AND ROOF PLANS

date-time: 11/8/2019 11:08 AM

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

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

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ON &

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WN

6300

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CE, S

UITE

700

FORT

WOR

TH, T

EXAS

761

1681

7.33

8.12

77

ISSUE FOR CONSTRUCTION

TAR

RAN

T CO

UNTY

350

WES

T BE

LKN

APPA

RKI

NG

GAR

AGE

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OVA

TIO

N A

ND

ELEV

ATO

R R

EPLA

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350

Wes

t Bel

knap

Fort

Wor

th, T

exas

761

02

17149.0011/08/2019

11/0

8/20

19

GUIDE RAILS

CONVENIENCE GFI OUTLET

PIT LIGHT

PIT STOP SWITCH

5"

PIT LIGHT SWITCH

PIT LADDER (MM 32)

7'-1

0"

8'-5 7/8"

FOOTING BELOW

SHEET MEMBRANE

WATERPROOFING

ELEV.

ENTRY

1

A-5010

ELEVATOR PIT PLAN

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

2

A-5010

ELEVATOR PANEL DETAIL

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

3

A-5010

ELEVATOR MOUNTING HEIGHT REGULATIONS

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

EXISTING WALL

2" RIGID INSULATION

HORIZONTAL Z-FURRING CHANNEL

5/8" HIGH IMPACT GYPSUM BOARD;

NOTE:PULL ANY OUTLETS FLUSH

TO FACE OF GYPSUM BOARD

4

A-5010

DETAIL AT MACHINE ROOM WALLS

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

EXISTING CEILING

2" RIGID INSULATION

HORIZONTAL Z-FURRING CHANNEL

5/8" HIGH IMPACT GYPSUM BOARD

5

A-5010

DETAIL AT MACHINE ROOM CEILING

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

A-501

SECTIONS AND DETAILS

date-time: 11/8/2019 11:10 AM

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

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

350

WES

T BE

LKN

APPA

RKI

NG

GAR

AGE

REN

OVA

TIO

N A

ND

ELEV

ATO

R R

EPLA

CEM

ENT

350

Wes

t Bel

knap

Fort

Wor

th, T

exas

761

02

17149.0011/08/2019

11/0

8/20

19

(E) PLA

(E) PHA

(E) TRANSFORMER T8

ELEV #7VESTIBULE

ENTEREXIT

RAMP UP

ELECTRICAL ROOM

MACHINEROOM

A

AWP

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

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

350

W B

ELKN

APPA

RKI

NG

GAR

AGE

REN

OVA

TIO

N A

ND

ELEV

ATO

R R

EPLA

CEM

ENT

350

Wes

t Bel

knap

Fort

Wor

th, T

exas

761

02

17149.0011/08/2019

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

1

BHB PROJECT #

6300 Ridglea Place, Suite 700 Fort Worth, TX 76116mail@bhbinc.com • 817.338.1277 • bhbinc.com

TBPE Firm #44 • TBPLS FIRM #100113002018.013.051

LEVEL 1 FLOOR PLAN - ELECTRICAL350 WEST BELKNAP PARKING GARAGE

E-100

LEVEL 1 FLOOR PLAN -ELECTRICAL

1. PROVIDE TWO-WAY COMMUNICATION VIA AN ADA TELEPHONE OUTLET CONNECTED TOCONTROLLER IN ELEVATOR EQUIPMENT ROOM FOR TWO-WAY COMMUNICATION IN THEELEVATOR CAB.

2. ONLY EQUIPMENT DESIGNATED FOR ELEVATOR OPERATION OR ELEVATOR OPERATIONSUPPORT SHALL BE LOCATED IN THE ELEVATOR EQUIPMENT ROOM AND ELEVATOR SHAFT.

3. VERIFY ALL REQUIREMENTS OF ELEVATOR, ELEVATOR EQUIPMENT AND ASSOCIATEDDEVICES AND SYSTEMS WITH EQUIPMENT MANUFACTURER/SUPPLIER AND PROVIDEACCORDINGLY.

4. ALL SYSTEMS, DEVICES AND ASSOCIATED ITEMS RELATED TO THE ELEVATOR SHALL BEPROVIDED IN ACCORDANCE WITH APPLICABLE CODES.

5. PROVIDE 220V, 1-PH, TEMPORARY POWER AND 115V, SINGLE-PHASE TEMPORARY POWERAT ELEVATOR LANDING IN ACCORDANCE WITH ELEVATOR INSTALLER REQUIREMENTS.PROVIDE ALL TRANSFORMERS AND RECEPTACLES AS NEEDED TO MEET THISREQUIREMENT.

6. PROVIDE TEMPORARY LIGHTING AS REQUIRED BY ELEVATOR INSTALLER IN ALL WORKAREAS AND STAIRWAYS WHERE EXISTING LIGHTING DOES NOT MEET OSHA OR CODEREQUIREMENTS.

ELECTRICAL SPECIFICATIONS:

1. REMOVE CONDUIT AND CONDUCTORS FROM EXISTING DISCONNECT SWITCH TO EXISTINGELEVATOR CONTROLLER. REPLACE EXISTING DISCONNECT SWITCH WITH HEAVY DUTY 60/3/60,LOCKABLE DISCONNECT SWITCH AND EXTEND 4#6 & 1#10G IN 1"C TO NEW ELEVATORCONTROLLER.

2. PROVIDE 30/1/20, LOCKABLE DISCONNECT SWITCH FOR ELEVATOR LIGHTING.

3. CONNECT TO EXISTING CIRCUIT BREAKER SERVING ELEVATOR CAB LIGHTING.

4. CONNECT TO EXISTING ELEVATOR PIT LIGHTING CIRCUIT. DO NOT CONNECT TO LOAD SIDE OFGFCI DEVICE.

5. CONNECT TO EXISTING ELEVATOR PIT RECEPTACLE CIRCUIT.

6. PROVIDE SILENT KNIGHT 6700 FIRE ALARM CONTROL PANEL AT THIS LOCATION FOR ELEVATORRECALL.

7. CONNECT TO EXISTING SPARE CIRCUIT OR CIRCUIT SERVING RECEPTACLE LOAD WITHSUFFICIENT CAPACITY FOR ADDED LOAD.

8. EXISTING LIGHTING IN THIS ROOM SHALL REMAIN.

9. PROVIDE 30/1/20, LOCKABLE DISCONNECT SWITCH FOR ELEVATOR SYSTEMS COMMUNICATIONDEVICE.

10. CONNECT TO SPARE 20A DEDICATED CIRCUIT BREAKER IN PANEL PLA.

NOTES BY SYMBOL " "

E INDICATES EXISTING DEVICE OR EQUIPMENT TO REMAIN

30/3/25 DISCONNECT SIZE / POLES / FUSE SIZE

WP

ELECTRICAL SYMBOL LISTSYMBOL DESCRIPTION

WEATHERPROOF

CEILING MTD SMOKE ALARM

TELEPHONE OUTLET WITH 3/4" C STUBBED INTO CLG

GFI RECEPTACLE, WP FOR ALL OUTDOOR LOCATIONS

DUPLEX RECEPTACLE

CONDUIT AND HOMERUN TO PANEL - NOTE 2

480/277 V PANELBOARD

208/120 V PANELBOARD

SINGLE POLE SWITCH

LIGHT FIXTURE - REFER TO NOTE 1

FUSED DISCONNECT SWITCH

NOTES:

1. LETTER ADJACENT TO FIXTURE DENOTES FIXTURE TYPE. REFER TO FIXTURE SCHEDULE.

2. WHEN NO HASH MARKS ARE SHOWN, PROVIDE ONE PHASE & ONE NEUTRAL AND ONE

GROUND CONDUCTOR.

3. SOME OF THESE SYMBOLS AND ABBREVIATIONS MAY NOT APPEAR ON THE DRAWINGS.

CONDUIT W/ ONE PHASE & ONE NEUTRAL & ONE GROUND

1. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE NATIONAL AND LOCAL CODESAND CODE AUTHORITIES.

2. SUBMIT SHOP DRAWINGS FOR ALL MATERIAL FURNISHED UNDER THIS DIVISION OF WORK.

3. SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSES AND INSPECTIONS REQUIREDBY LAW FOR THE COMPLETION OF THE WORK. SECURE AND PAY FOR ALL CERTIFICATES OFAPPROVAL THAT ARE REQUIRED AND DELIVER THEM TO THE ARCHITECT BEFORE FINALACCEPTANCE OF THE WORK.

4. IDENTIFY ELECTRICAL EQUIPMENT USING LAMINATED THREE-PLY, ENGRAVED, PLASTICNAMEPLATES WITH BLACK SURFACE AND WHITE INTERIOR CORE, AT LEAST 1/16 INCH THICK.ATTACH NAMEPLATES USING CHROMIUM PLATED SCREWS. PROVIDE NAMEPLATES FORDISCONNECT SWITCHES.

5. EXAMINE THE PROJECT SITE AND MAKE ALLOWANCES IN THE BID TO ACCOMMODATEEXISTING CONDITIONS.

6. ALL MATERIAL SHALL BE NEW, UL LISTED, AND FREE FROM DEFECTS, UNLESS EXISTINGMATERIAL IS SPECIFICALLY SHOWN TO BE REUSED. INSTALL ALL MATERIAL INACCORDANCE WITH GOOD WORKMANSHIP STANDARDS.

7. SUBSTITUTIONS OF SPECIFIED MATERIAL SHALL BE APPROVED IN WRITING BY THEARCHITECT PRIOR TO BIDDING.

8. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR THE WORK. PATCHING SHALL BEDONE TO THE SATISFACTION OF THE ARCHITECT.

9. PROVIDE FACTORY FINISH ON ALL MATERIAL FURNISHED TO THE JOBSITE AND TOUCH UPFINISHES WHICH HAVE BEEN DAMAGED.

10. PROVIDE NEW TYPEWRITTEN DIRECTORIES FOR EXISTING PANELBOARDS IN WHICH THELOADS SERVED HAVE BEEN CHANGED BY THE SCOPE OF THIS PROJECT.

11. PROVIDE A COPY OF AS-BUILT PLANS TO THE OWNER UPON COMPLETION OF PROJECT.

12. MAINTAIN OPERATIONS OF ALL BUILDING SYSTEMS DURING CONSTRUCTION. COORDINATEALL SHUTDOWNS OR SYSTEM DISRUPTIONS WITH OWNER SEVEN DAYS IN ADVANCE.

13. USE EMT CONDUIT WITH COMPRESSION TYPE FITTINGS AND INSULATED BUSHINGS, 3/4 INCHMINIMUM, FOR EXPOSED WORK ABOVE SWITCH HEIGHT.

14. USE RIGID GALVANIZED STEEL CONDUIT FOR EXPOSED WORK BELOW SWITCH HEIGHT.

15. USE 4" SQUARE (MINIMUM) GALVANIZED STEEL OUTLET BOXES.

16. USE COPPER CONDUCTORS, TYPE THHN INSULATION, OR APPROVED EQUAL. USE SOLIDCONDUCTORS FOR #10 AWG AND SMALLER AND STRANDED CONDUCTORS FOR #8 AWG ANDLARGER. ALUMINUM CONDUCTORS ARE NOT ACCEPTABLE.

17. PROVIDE CONNECTIONS TO ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT AND BYOTHER DIVISIONS OF THE WORK. MAKE ALL CONNECTIONS AS RECOMMENDED BY THEMANUFACTURER AND AS REQUIRED BY APPLICABLE CODES.

18. CONNECT ALL MOTORS WITH FLEXIBLE CONDUIT SUCH THAT VIBRATION IS NOTTRANSMITTED TO THE STRUCTURE. USE LIQUID TIGHT FLEXIBLE CONDUIT IN DAMP ANDWET LOCATIONS.

19. MAKE SPLICES AND PROVIDE WORK AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY TOEXISTING DEVICES AND EQUIPMENT TO REMAIN IN SERVICE.

20. REMOVE ALL EXISTING CONDUCTORS, CABLES AND EXPOSED CONDUIT RENDERED UNUSEDBY THE SCOPE OF THIS PROJECT BACK TO THE SOURCE OF SUPPLY.

21. PROVIDE SPECIFICATION GRADE WIRING DEVICES EQUAL TO HUBBELL 1221 FOR SWITCHESAND HUBBELL 5262 FOR RECEPTACLES. PROVIDE STAINLESS STEEL COVERPLATES FOR ALLWIRING DEVICES AND COMMUNICATIONS OUTLETS. INSTALL RECEPTACLES AT +18 INCHESAND SWITCHES AT +48" UNLESS NOTED OTHERWISE.

22. PROVIDE FUSIBLE CLASS "R" DISCONNECT SWITCHES OF AMPERE RATING AS REQUIRED ORAS NOTED ON THE DRAWINGS. FURNISH HEAVY DUTY, QUICK MAKE, QUICK BREAK, THREEPHASE, THREE POLE SWITCHES. USE NEMA 1 ENCLOSURES INDOORS AND NEMA 3RENCLOSURES OUTDOORS. DISCONNECT SWITCHES SHALL BE OF THE SAMEMANUFACTURER AS THE PANELBOARDS.

23. FUSES SHALL BE CURRENT LIMITING, WITH 200,000 R.M.S. SYMMETRICAL AMPERESINTERRUPTING RATING AND SHALL BE UL LISTED. ALL FUSES SHALL BE OF THE SAMEMANUFACTURER. FUSES 600 AMPERES AND SMALLER SHALL BE CLASS RK1, DUAL ELEMENTEQUAL TO BUSSMANN LPS-RK. FUSES IN MOTOR CIRCUITS SHALL BE SIZED AS FOLLOWS:FUSES FOR NOT LESS THAN 1.15 SERVICE FACTOR MOTORS SHALL HAVE AN AMPERERATING 125 PERCENT OF MOTOR FULL LOAD CURRENT OR NEXT HIGHER FUSE RATING.FUSES FOR 1.0 SERVICE FACTOR MOTORS SHALL HAVE AN AMPERE RATING 115 PERCENTOF MOTOR FULL LOAD CURRENT OF NEXT HIGHER FUSE RATING.

24. CIRCUIT BREAKERS SHALL BE BOLT-ON THERMAL MAGNETIC TYPE WITH NUMBER OF POLESAND AMPERE RATING AS SHOWN ON PLANS. CIRCUIT BREAKERS SHALL BE CAPABLE OFINTERRUPTING THE FAULT CURRENT AVAILABLE TO THEM WITHOUT THE USE OF SERIESCONNECTED RATINGS WITH UPSTREAM CIRCUIT BREAKERS.

25. GROUND ALL WORK IN ACCORDANCE WITH NEC ARTICLE 250.

26. FIRE ALARM DEVICES SHALL BE INCLUDED IN THIS CONTRACT BID. FIRE ALARM DEVICESINDICATED ON THE PLAN ARE A MINIMUM. A LICENSED FIRE ALARM CONTRACTOR SHALL BERESPONSIBLE FOR DESIGNING AND INSTALLING THE SYSTEM TO COMPLY WITH ALL ADA,TAS, NEC, AND NFPA CODES AND THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVINGJURISDICTION.

27. ALL TELEPHONE AND DATA SYSTEMS CONDUITS ARE 3/4 INCH UNLESS NOTED OTHERWISE.

28. PROVIDE MINIMUM OF 2-HOUR FIRE RESISTANCE RATING FOR ALL CONDUCTORS ANDCABLES LOCATED OUTSIDE OF THE ELEVATOR HOISTWAY, MACHINE SPACE AND CONTROLSPACE, THAT PROVIDE NORMAL OR STANDBY POWER, CAR LIGHTING POWER, CARVENTILATION POWER, CAR HEATING POWER, CAR AIR CONDITIONING POWER, CONTROLSIGNALS AND COMMUNICATION WITH THE CAR AS REQUIRED BY CODE.

29. CONFIRM LOCATION OF DEVICES AND WIRING INSTALLED WITHIN ELEVATOR MACHINEROOM AND HOISTWAY WITH ELEVATOR INSTALLER.

CEILING MTD HEAT DETECTOR

RELAY MODULE FOR ELEVATOR RECALL

GENERAL NOTES:

11/8/2019

DN ELEV #7

VESTIBULE

UP

RAMP UP RAMP DOWN

UP DN

WP

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

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

350

W B

ELKN

APPA

RKI

NG

GAR

AGE

REN

OVA

TIO

N A

ND

ELEV

ATO

R R

EPLA

CEM

ENT

350

Wes

t Bel

knap

Fort

Wor

th, T

exas

761

02

17149.0011/08/2019

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

1

BHB PROJECT #

6300 Ridglea Place, Suite 700 Fort Worth, TX 76116mail@bhbinc.com • 817.338.1277 • bhbinc.com

TBPE Firm #44 • TBPLS FIRM #100113002018.013.051

LEVELS 2 - 4 FLOOR PLANS - ELECTRICAL350 WEST BELKNAP PARKING GARAGE

E-101

LEVELS 2 - 4 FLOOR PLANS -ELECTRICAL

1. VERIFY ALL REQUIREMENTS OF ELEVATOR, ELEVATOR EQUIPMENT ANDASSOCIATED DEVICES AND SYSTEMS WITH EQUIPMENTMANUFACTURER/SUPPLIER AND PROVIDE ACCORDINGLY.

2. ALL SYSTEMS, DEVICES AND ASSOCIATED ITEMS RELATED TO THE ELEVATORSHALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE CODES.

3. PROVIDE 220V, 1-PH, TEMPORARY POWER AND 115V, SINGLE-PHASETEMPORARY POWER AT ELEVATOR LANDING IN ACCORDANCE WITH ELEVATORINSTALLER REQUIREMENTS. PROVIDE ALL TRANSFORMERS AND RECEPTACLESAS REQUIRED FOR THIS REQUIREMENT.

GENERAL NOTES

11/8/2019

RAMP DOWN

DN ELEV #7

VESTIBULE

DN

A

AWP

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

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

350

W B

ELKN

APPA

RKI

NG

GAR

AGE

REN

OVA

TIO

N A

ND

ELEV

ATO

R R

EPLA

CEM

ENT

350

Wes

t Bel

knap

Fort

Wor

th, T

exas

761

02

17149.0011/08/2019

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

1

BHB PROJECT #

6300 Ridglea Place, Suite 700 Fort Worth, TX 76116mail@bhbinc.com • 817.338.1277 • bhbinc.com

TBPE Firm #44 • TBPLS FIRM #100113002018.013.051

LEVEL 5 FLOOR PLAN - ELECTRICAL350 WEST BELKNAP PARKING GARAGE

E-102

LEVEL 5 FLOOR PLAN -ELECTRICAL

1. VERIFY ALL REQUIREMENTS OF ELEVATOR, ELEVATOR EQUIPMENT ANDASSOCIATED DEVICES AND SYSTEMS WITH EQUIPMENTMANUFACTURER/SUPPLIER AND PROVIDE ACCORDINGLY.

2. ALL SYSTEMS, DEVICES AND ASSOCIATED ITEMS RELATED TO THE ELEVATORSHALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE CODES.

3. PROVIDE 220V, 1-PH, TEMPORARY POWER AND 115V, SINGLE-PHASETEMPORARY POWER AT ELEVATOR LANDING IN ACCORDANCE WITH ELEVATORINSTALLER REQUIREMENTS. PROVIDE ALL TRANSFORMERS AND RECEPTACLESAS REQUIRED FOR THIS REQUIREMENT.

4. PROVIDE LIGHT SWITCH LOCATED AT MANUAL BRAKE RELEASE LOCATION INACCORDANCE WITH ELEVATOR INSTALLER REQUIREMENTS.

GENERAL NOTES 1. CONNECT TO 20A,1P CIRCUIT BREAKER IN CLOSEST PANELBOARD WITH SUFFICIENT CAPACITY

FOR ADDED LOAD OR TO EXISTING CIRCUIT DESIGNATED FOR HOISTWAY LIGHTING.

NOTES BY SYMBOL " "

11/8/2019