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Issue for ConstructionProject No. 19178

06 MAY 2020

TARRANT COUNTYPRECINCT 1

CANOPY REPAIR800 East Rendon Crowley Road

Burleson, Texas 76028

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

May 06, 2020

GENERALG-000 COVER SHEET

G-001 SHEET INDEX GENERAL NOTES ABBREVIATIONS SYMBOLS LEGEND

STRUCTURALS-001 PLANS, DETAILS & GENERAL NOTES

ARCHITECTURALAD-101 EAST CANOPY DEMOLITION RCP & ELEVATIONS

AD-102 WEST CANOPY DEMOLITION RCP & ELEVATIONS

A-100 SITE PLAN

A-111 EAST CANOPY RCP & ELEVATIONS & DETAILS

A-112 WEST CANOPY RCP & ELEVATIONS & DETAILS

ELECTRICALES-101 SITE PLAN - ELECTRICAL

E-101 ENLARGED PLANS - ELECTRICAL

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 MAP

EAST RENDON CROWLEY ROAD

I-35

WILD

CA

T W

AY

N

OR

TH

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

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

SHALL BE DIRECTED TO THE ARCHITECT FOR INTERPRETATION.

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

WORK. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF CONDITIONS.

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

TO COMPLETE PROJECT AS INDICATED.

E. 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.

F. 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.

G. 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.

H. 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.

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

GOVERNING AUTHORITIES.

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

ACCESSIBILITY STANDARDS.

K. 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.

L. 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. COUNTY OWNED TRASH RECEPTACLES ARE NOT TO BE

USED FOR DISPOSAL OF PROJECT SPOILS.

M. 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.

N. 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.

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

WARRANT AND START-UP, INCLUSIVELY.

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

DEMOLITION OR NEW WORK.

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

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

MUNICIPALITY.

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

T. 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.

U. 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.

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

COORDINATE ALL CORE DRILLING WITH THE BUILDING REPRESENTATIVE.

W. 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: 5/4/2020 9:07 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

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et

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140

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, Tex

as.1

861

www.

bbpt

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6300

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CE, S

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700

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EXAS

761

1681

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8.12

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ISSUE FOR CONSTRUCTION

TAR

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G-001

SHEET INDEX GENERAL NOTESABBREVIATIONS SYMBOLSLEGEND

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

WEST CANOPY

EXISTING

EAST CANOPY

EXISTING

COVERED

PARKING

EXISTING

COVERED

PARKING

EAST RENDON CROWLEY ROAD

WIL

DCAT

WAY

(PRI

VATE

)

WARRANTY DEEDTARRANT COUNTYVOL. 8114, PG. 972

D.R.T.C.T.

TARRANT COUNTY PUBLIC WORKSDEPARTMENT PRECINCT ONE ADDITION,

LOT 1, BLOCK 1CAB. A, SLIDE 511

P.R.T.C.T.

A-111

5

A-112

5

1

A-1000

ARCHITECTURAL SITE PLAN

50'-0" 100'-0" 150'-0"1" = 50'-0"

AD-101

5

AD-102

5

A-100

SITE PLAN

date-time: 5/4/2020 9:12 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

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17.3

35.4

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.877

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Fax

7610

2

FRAN

K W

. NEA

L &

ASSO

CIAT

ES10

15 W

BRO

ADW

AY A

VENU

EFO

RT W

ORTH

, TEX

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6104

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ON &

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700

FORT

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761

1681

7.33

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TAR

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19178.0005/06/2020

05/0

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20

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

1

1

AD-1010

EAST CANOPY - NORTH DEMOLITION ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

EXISTING FASCIA PANELS AND

COLUMNS TO REMAIN

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

C B A

2

AD-1010

EAST CANOPY - EAST DEMOLITION ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS DAMAGED

FASCIA PANELS THAT ARE TO BE REMOVED

EXISTING FASCIA PANELS AND

COLUMNS TO REMAIN

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

1

3

AD-1010

EAST CANOPY - SOUTH DEMOLITION ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS DAMAGED

FASCIA PANELS THAT ARE TO BE REMOVED

EXISTING FASCIA PANELS AND

COLUMNS TO REMAIN

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

A B C

4

AD-1010

EAST CANOPY - WEST DEMOLITION ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

EXISTING FASCIA PANELS AND

COLUMNS TO REMAIN

A

B

C

1

5

AD-1010

EAST CANOPY - DEMOLITION REFLECTED CEILING PLAN

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

FIE

LD

V

ER

IF

Y

HATCHED AREA REPRESENTS DAMAGED

SOFFIT PANELS THAT ARE TO BE REMOVED

EXISTING LIGHT

FIXTYURES TO BE

REMOVED; TYPICAL

EXISTING SOFFIT PANELS

TO REMAIN

DEMO FULL SOFFIT PANELS

AT EXISTING LIGHT FIXTURE

LOCATIONS; REFER TO

REFLECTED CEILING PLANS

FOR NEW LIGHT

FIXTURE LOCATIONS

FIE

LD

V

ER

IF

Y

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. MAINTAIN CONSTRUCTION PREMISES AND PORTIONS OF BUILDING SITE AFFECTED BY THE WORK IN A NEAT AND ORDERLY

CONDITION.

4. 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.

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

CONSTRUCTION.

6. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL DEMOLITION.

7. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL DEMOLITION.

8. HATCHED AREAS REPRESENT THE SOFFIT AND FASCIA PANELS THAT ARE TO BE DEMOLISHED; CONTRACTOR TO FIELD

VERIFY EXTENTS OF DAMAGED PANELS.

9. ALL EXISTING RUST TO BE REMOVED; REFER TO SPECIFICATIONS.

AD-101

EAST CANOPY DEMOLITIONREFLECTED CEILING PLAN &ELEVATIONS

date-time: 5/4/2020 9:28 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

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17.3

35.4

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.877

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Fax

7610

2

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K W

. NEA

L &

ASSO

CIAT

ES10

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ADW

AY A

VENU

EFO

RT W

ORTH

, TEX

AS 7

6104

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332.

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D, H

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ON &

BRO

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6300

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GLEA

PLA

CE, S

UITE

700

FORT

WOR

TH, T

EXAS

761

1681

7.33

8.12

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ISSUE FOR CONSTRUCTION

TAR

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T CO

UNTY

PREC

INCT

1CA

NO

PY R

EPAI

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0 E.

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19178.0005/06/2020

05/0

6/20

20

2 1

GRADE

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

1

AD-1020

WEST CANOPY - NORTH DEMOLITION ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

HATCHED AREA REPRESENTS DAMAGED

FASCIA PANELS THAT ARE TO BE REMOVED

FIELD VERIFY

EXISTING FASCIA PANELS AND

COLUMNS TO REMAIN

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

A

2

AD-1020

WEST CANOPY - EAST DEMOLITION ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS DAMAGED

FASCIA PANELS THAT ARE TO BE REMOVED

EXISTING FASCIA PANELS AND

COLUMNS TO REMAIN

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

1 2

3

AD-1020

WEST CANOPY - SOUTH DEMOLITION ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS DAMAGED

FASCIA PANELS THAT ARE TO BE REMOVED

EXISTING FASCIA PANELS AND

COLUMNS TO REMAIN

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

A

4

AD-1020

WEST CANOPY - WEST DEMOLITION ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS DAMAGED

FASCIA PANELS THAT ARE TO BE REMOVED

EXISTING FASCIA PANELS AND

COLUMNS TO REMAIN

1 2

A

5

AD-1020

WEST CANOPY - DEMOLITION REFLECTED CEILING PLAN

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

FIE

LD

V

ER

IF

Y

FIE

LD

V

ER

IF

Y

FIELD VERIFY

HATCHED AREA REPRESENTS

DAMAGED SOFFIT PANELS

THAT ARE TO BE REMOVED

HATCHED AREA REPRESENTS DAMAGED

SOFFIT PANELS THAT ARE TO BE REMOVED

EXISTING LIGHT

FIXTYURES TO BE

REMOVED; TYPICAL

EXISTING SOFFIT PANELS

TO REMAIN

DEMO FULL SOFFIT PANELS

AT EXISTING LIGHT FIXTURE

LOCATIONS; REFER TO

REFLECTED CEILING PLANS

FOR NEW LIGHT

FIXTURE LOCATIONS

FIELD VERIFY

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. MAINTAIN CONSTRUCTION PREMISES AND PORTIONS OF BUILDING SITE AFFECTED BY THE WORK IN A NEAT AND ORDERLY

CONDITION.

4. 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.

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

CONSTRUCTION.

6. REFER TO STRUCTURAL DRAWINGS FOR ALL STRUCTURAL DEMOLITION.

7. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL DEMOLITION.

8. HATCHED AREAS REPRESENT THE SOFFIT AND FASCIA PANELS THAT ARE TO BE DEMOLISHED; CONTRACTOR TO FIELD

VERIFY EXTENTS OF DAMAGED PANELS.

9. ALL EXISTING RUST TO BE REMOVED; REFER TO SPECIFICATIONS.

AD-102

WEST CANOPY DEMOLITIONREFLECTED CEILING PLAN &ELEVATIONS

date-time: 5/4/2020 9:29 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

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et

Suite

140

0Fo

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, Tex

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861

www.

bbpt

x.com

Tel8

17.3

35.4

991

.877

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Fax

7610

2

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K W

. NEA

L &

ASSO

CIAT

ES10

15 W

BRO

ADW

AY A

VENU

EFO

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ORTH

, TEX

AS 7

6104

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7.33

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TAR

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19178.0005/06/2020

05/0

6/20

20

A B C

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

4

A-111

0

EAST CANOPY - WEST ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

NEW 3" SQUARE

DOWNSPOUTS AT EACH

COLUMN; PAINTED

TO MATCH COLUMNS

1

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

3

A-111

0

EAST CANOPY - SOUTH ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS FASCIA

PANELS THAT ARE TO BE REPLACED;

PANELS TO MATCH EXISTING

BOTH EXISTING AND NEW

FASCIA PANELS ARE TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL PANELS

EXISTING COLUMNS TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL COLUMNS

NEW 3" SQUARE

DOWNSPOUTS AT EACH

COLUMN; PAINTED

TO MATCH COLUMNS

C B A

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

2

A-111

0

EAST CANOPY - EAST ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS FASCIA

PANELS THAT ARE TO BE REPLACED;

PANELS TO MATCH EXISTING

BOTH EXISTING AND NEW

FASCIA PANELS ARE TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL PANELS

EXISTING COLUMNS TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL COLUMNS

1

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

1

A-111

0

EAST CANOPY - NORTH ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

NEW 3" SQUARE

DOWNSPOUTS AT EACH

COLUMN; PAINTED

TO MATCH COLUMNS

5

A-111

0

EAST CANOPY - REFLECTED CEILING PLAN

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

A

B

C

1

FIELD VERIFY

FIE

LD

V

ER

IF

Y

HATCHED AREA REPRESENTS SOFFIT

PANELS THAT ARE TO BE REPLACED;

PANELS TO MATCH EXISTING

BOTH EXISTING AND NEW

SOFFIT PANELS ARE TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL PANELS

A

A

AA

A

A

NEW LIGHT FIXTURES;

REFER TO ELECTRICAL

FIE

LD

V

ER

IF

Y

DS

DS

DS

NEW 3" SQUARE

DOWNSPOUTS AT EACH

COLUMN; PAINTED

TO MATCH COLUMNS

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

ARCHITECT.

2. HATCHED AREAS REPRESENT THE SOFFIT AND FASCIA PANELS THAT ARE TO BE REPLACED; PANEL TYPE AND ASSOCIATED

TRIM PIECES TO MATCH EXISTING. PROVIDE PHYSICAL SAMPLE FOR APPROVAL. BASIS OF DESIGN: BERRIDGE M-PANELS.

3. CONTRACTOR TO FIELD VERIFY THE EXTENTS OF THE DAMAGED SOFFIT AND FASCIA PANELS.

4. EXISTING COLUMNS ARE TO BE PAINTED TO MATCH THE EXISTING COLUMN PAINT COLOR; TYPICAL OF ALL COLUMNS.

PROVIDE PAINT SAMPLE FOR APPROVAL.

5. EXISTING AND NEW PANELS TO BE PAINTED TO MATCH THE EXISTING PANEL PAINT COLOR; TYPICAL OF ALL SOFFIT AND

FASCIA PANELS. PROVIDE PAINT SAMPLE FOR APPROVAL.

6. REFER TO ELECTRICAL FOR NEW LIGHT FIXTURES.

7. STRUCTURAL MEMBERS ABOVE SOFFIT TO BE PAINTED TO MATCH EXISTING STRUCTURE.

8. PROVIDE NEW 3" SQUARE DOWNSPOUTS AND ASSOCIATED ACCESSORIES AT EACH COLUMN. DOWNSPOUTS TO BE PAINTED

TO MATCH COLUMNS. PROVIDE SEALANT AT SOFFIT PANELS AS NEEDED FOR NEW DOWNSPOUTS.

9. TOPS OF EXISTING STEEL COLUMNS ARE TO BE CAPPED; REFER TO STRUCTURAL. INSTALL SEALANT AT COLUMNS AS

NEEDED TO CLOSE OFF GAPS BETWEEN COLUMN AND ADJACENT STRUCTURAL STEEL MEMBERS.

6

A-111

0

EAST CANOPY - PANEL DETAIL

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

REFER TO STRUCTURAL

NEW FASCIA PANEL TYPE

TO MATCH EXISTING; PANEL TO

BE PAINTED TO MATCH EXISTING

PAINT COLOR; REFER TO

ELEVATIONS FOR LOCATIONS

NEW SOFFIT PANEL TYPE

TO MATCH EXISTING; PANEL TO

BE PAINTED TO MATCH EXISTING

PAINT COLOR; REFER TO

REFLECTED CEILING PLANS

FOR LOCATIONS

PANEL TRIM PIECES TO MATCH

EXISTING; TRIM PIECES TO BE

PAINTED TO MATCH EXISTING

PANEL TRIM PIECES TO MATCH

EXISTING; TRIM PIECES TO BE

PAINTED TO MATCH EXISTING

A-111

EAST CANOPY REFLECTEDCEILING PLAN & ELEVATIONS &DETAILS

date-time: 5/4/2020 9:23 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

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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

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INCT

1CA

NO

PY R

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760

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19178.0005/06/2020

05/0

6/20

20

A

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

4

A-112

0

WEST CANOPY - WEST ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS FASCIA

PANELS THAT ARE TO BE REPLACED;

PANELS TO MATCH EXISTING

BOTH EXISTING AND NEW

FASCIA PANELS ARE TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL PANELS

EXISTING COLUMNS TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL COLUMNS

NEW 3" SQUARE

DOWNSPOUTS AT EACH

COLUMN; PAINTED

TO MATCH COLUMNS

1 2

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

3

A-112

0

WEST CANOPY - SOUTH ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS FASCIA

PANELS THAT ARE TO BE REPLACED;

PANELS TO MATCH EXISTING

BOTH EXISTING AND NEW

FASCIA PANELS ARE TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL PANELS

EXISTING COLUMNS TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL COLUMNS

A

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

GRADE

2

A-112

0

WEST CANOPY - EAST ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS FASCIA

PANELS THAT ARE TO BE REPLACED;

PANELS TO MATCH EXISTING

BOTH EXISTING AND NEW

FASCIA PANELS ARE TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL PANELS

EXISTING COLUMNS TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL COLUMNS

NEW 3" SQUARE

DOWNSPOUTS AT EACH

COLUMN; PAINTED

TO MATCH COLUMNS

2 1

GRADE

BOTTOM OF CANOPY

FIELD VERIFY

TOP OF CANOPY

FIELD VERIFY

1

A-112

0

WEST CANOPY - NORTH ELEVATION

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

FIELD VERIFY

HATCHED AREA REPRESENTS FASCIA

PANELS THAT ARE TO BE REPLACED;

PANELS TO MATCH EXISTING

BOTH EXISTING AND NEW

FASCIA PANELS ARE TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL PANELS

EXISTING COLUMNS TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL COLUMNS

NEW 3" SQUARE

DOWNSPOUTS AT EACH

COLUMN; PAINTED

TO MATCH COLUMNS

5

A-112

0

WEST CANOPY - REFLECTED CEILING PLAN

5'-4" 10'-8" 16'-0"3/16" = 1'-0"

1 2

A

FIELD VERIFY

FIE

LD

V

ER

IF

Y

FIE

LD

V

ER

IF

Y

FIELD VERIFY

HATCHED AREA REPRESENTS SOFFIT

PANELS THAT ARE TO BE REPLACED;

PANELS TO MATCH EXISTING

HATCHED AREA REPRESENTS SOFFIT

PANELS THAT ARE TO BE REPLACED;

PANELS TO MATCH EXISTING

BOTH EXISTING AND NEW

SOFFIT PANELS ARE TO

BE PAINTED TO MATCH

EXISTING PAINT COLOR;

TYPICAL OF ALL PANELS

NEW LIGHT FIXTURES;

REFER TO ELECTRICAL

A A A

AAA

FIELD VERIFY

DSDS

NEW 3" SQUARE

DOWNSPOUTS AT EACH

COLUMN; PAINTED

TO MATCH COLUMNS

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

ARCHITECT.

2. HATCHED AREAS REPRESENT THE SOFFIT AND FASCIA PANELS THAT ARE TO BE REPLACED; PANEL TYPE AND ASSOCIATED

TRIM PIECES TO MATCH EXISTING. PROVIDE PHYSICAL SAMPLE FOR APPROVAL. BASIS OF DESIGN: BERRIDGE M-PANELS.

3. CONTRACTOR TO FIELD VERIFY THE EXTENTS OF THE DAMAGED SOFFIT AND FASCIA PANELS.

4. EXISTING COLUMNS ARE TO BE PAINTED TO MATCH THE EXISTING COLUMN PAINT COLOR; TYPICAL OF ALL COLUMNS.

PROVIDE PAINT SAMPLE FOR APPROVAL.

5. EXISTING AND NEW PANELS TO BE PAINTED TO MATCH THE EXISTING PANEL PAINT COLOR; TYPICAL OF ALL SOFFIT AND

FASCIA PANELS. PROVIDE PAINT SAMPLE FOR APPROVAL.

6. REFER TO ELECTRICAL FOR NEW LIGHT FIXTURES.

7. STRUCTURAL MEMBERS ABOVE SOFFIT TO BE PAINTED TO MATCH EXISTING STRUCTURE.

8. PROVIDE NEW 3" SQUARE DOWNSPOUTS AND ASSOCIATED ACCESSORIES AT EACH COLUMN. DOWNSPOUTS TO BE PAINTED

TO MATCH COLUMNS. PROVIDE SEALANT AT SOFFIT PANELS AS NEEDED FOR NEW DOWNSPOUTS.

9. TOPS OF EXISTING STEEL COLUMNS ARE TO BE CAPPED; REFER TO STRUCTURAL. INSTALL SEALANT AT COLUMNS AS

NEEDED TO CLOSE OFF GAPS BETWEEN COLUMN AND ADJACENT STRUCTURAL STEEL MEMBERS.

6

A-112

0

WEST CANOPY - PANEL DETAIL

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

REFER TO STRUCTURAL

NEW FASCIA PANEL TYPE

TO MATCH EXISTING; PANEL TO

BE PAINTED TO MATCH EXISTING

PAINT COLOR; REFER TO

ELEVATIONS FOR LOCATIONS

PANEL TRIM PIECES TO MATCH

EXISTING; TRIM PIECES TO BE

PAINTED TO MATCH EXISTING

NEW SOFFIT PANEL TYPE

TO MATCH EXISTING; PANEL TO

BE PAINTED TO MATCH EXISTING

PAINT COLOR; REFER TO

REFLECTED CEILING PLANS

FOR LOCATIONS

PANEL TRIM PIECES TO MATCH

EXISTING; TRIM PIECES TO BE

PAINTED TO MATCH EXISTING

A-112

WEST CANOPY REFLECTEDCEILING PLAN & ELEVATIONS &DETAILS

date-time: 5/4/2020 9:25 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

PREC

INCT

1CA

NO

PY R

EPAI

R80

0 E.

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exas

760

28

19178.0005/06/2020

05/0

6/20

20

1,3E-101

2,4E-101

(E) PANEL "E"1

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

PREC

INCT

1CA

NO

PY R

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R80

0 E.

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19178.0005/06/2020

BHB PROJECT #

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

TBPE Firm #44 • TBPLS FIRM #100113002019.010.015 ES-101

SITE PLAN - ELECTRICAL

0

1ES-101

SITE PLAN - ELECTRICAL30'-0" 60'-0"

N

1. EXISTING CANOPY LIGHTING IS POWERED FROM E-2.

NOTES BY SYMBOL " " X

ELECTRICAL SPECIFICATIONS: 1. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE NATIONAL AND LOCAL CODES

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

5. 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.

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

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

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

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

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

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

12. 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.

13. 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.

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

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

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

5/4/

2020

A

A

A A

A

A

A A A

AAA

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

PREC

INCT

1CA

NO

PY R

EPAI

R80

0 E.

Ren

don

Crow

ley R

d.Bu

rleso

n, T

exas

760

28

19178.0005/06/2020

BHB PROJECT #

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

TBPE Firm #44 • TBPLS FIRM #100113002019.010.015 E-101

ENLARGED PLANS -ELECTRICAL

0

1E-101

WEST CANOPY - DEMO - ELECTRICAL8'-0" 16'-0"

N

0

2E-101

EAST CANOPY - DEMO - ELECTRICAL8'-0" 16'-0"

N

0

3E-101

WEST CANOPY - ELECTRICAL8'-0" 16'-0"

N

0

4E-101

EAST CANOPY - ELECTRICAL8'-0" 16'-0"

N

1. REMOVE EXISTING LIGHTING UNDER THE CANOPY. LEAVE EXISTING CONDUIT ANDCONDUCTORS IN PLACE FOR CONNECTION TO NEW LIGHTS.

2. CONNECT TO EXISTING LIGHTING CIRCUIT E-2 VIA PHOTOCELL.

3. RECONNECT EXISTING PHOTOCELL TO NEW LIGHT FIXTURES IN EAST AND WESTCANOPIES.

NOTES BY SYMBOL " "

ELECTRICAL SYMBOL LISTSYMBOL DESCRIPTION

CONDUIT AND HOMERUN TO PANEL - NOTE 2

LIGHT FIXTURE - REFER TO NOTE 1

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

PHOTOCELL - INTERMATIC EK4736S OR EQUIVALNET

1. ALL WIRING, CONDUITS AND DEVICES UNDER THE CANOPY SHALL COMPLY WITH NEC 514.

GENERAL NOTES:

5/4/

2020