Project Information

Bid Title

Construction Services for I-30 Admin Facility Addendum #03 -? City Comment Responses & Drawings

Issuing Agency

Hunt County

Location

Texas

Published Date

Nov 21, 2025

Closing Date

Dec 2, 2025

Government Level

State & Local

Status

Closed

Ref. #

#268-26

Original Source

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Bid Documents

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Project Description

Bid/RFP#	Description	Due Date
#268-26	Addendum #03 -  City Comment Responses & Drawings

Attachment Preview

November 21, 2025

City of Greenville

Attn: Ramia Wilson

2315 Johnson Street

Greenville, TX 75402

Re: Hunt County Administration Building – Response to City Permit Review Comments

Permit Number: COM-25-0064

Dear Ramia,

Please find the outline below detailing the Design Team’s response to Plan Review Comments provided by city review staff. Any

necessary drawing or document changes have been described along with their corresponding response.

Engineering – Michael Viloria

- C6 – Taps, sleeves, and gate valves need to be whole numbers i.e. either 2” or 3”.

o Civil Response: Sheet C6 has been revised to comply. Refer to Addendum 03 Drawings.

- C6 – All sewer lines 6” or larger need a manhole.

o Civil Response: Our 8” sewer main has manholes, the rest are 4” services and no change is required.

- Overall Comments: Call City Engineering Department (214) 620-6001 48 hours prior to starting work. Install all erosion

control Per City Code. It is unlawful to build structures or fences in the floodplain outside of City Code requirements.

Contact the City of Greenville for water, sewer, and storm sewer locates. For water and sewer and 903.457.3153 for

storm sewer to verify that there are no water, sewer or storm lines within the property prior to construction. Grade to

drain to street. Do not drain onto adjacent properties. No buildings can be within the building setback lines.

o Civil Response: Understood

Fire – Todd Morgan

- Sprinkler and Alarm plans will need to be submitted to Fire for separate permit after 3rd party review.

o GHC Response: Understood. Will comply.

GEUS – Michael McCloud

- An application for Distributed Generation or Backup Power Source with GEUS is required to approve this permit. Please

fill out the application found at: https://www.geus.org/184/Renewable-Energy

- Email the completed application to customergen@geus.org.

- When submitting your application, please include the required documents listed in the application instructions.

o GHC Response: The completed form and supporting documents were sent to David Weatherbee and Jonathan

Memmer at the email address above on 11/18/2025.

End of Comment Responses

Sincerely,

Ben Marshall, AIA

Partner | Grace Design Studios

2

ADDENDUM 03 – NARRATIVE OF CHANGES

HUNT COUNTY GOVERNMENT BUILDING

Greenville, Texas

GHC Project #:4023108

Date: November 13, 2025

TO ALL CONTRACTORS:

This Addendum is hereby made a part of the Permit Drawings dated 5 December 2024.

The following items shall be considered part of the contract documents. Changes made by

Addendum shall take precedence over Original Documents. Any changes, which may affect

construction or proper installation of materials, equipment, or fixtures, not specifically mentioned

in this Addendum, shall be brought to the attention of the Architect as soon as possible. The

Prime Contractor is hereby advised to call attention of all subcontractors to changes, which may

affect their work.

DRAWINGS

G001 – DRAWING INDEX + GENERAL INFORMATION

a. Updated Sheet Index

CIVIL

C6 – UTILITY PLAN

a. Revised water utility components to whole numbers to address city comment.

End of Narrative

Grace Hebert Curtis Architects, LLC

GENERAL

1. ARCHITECTURAL DOCUMENTS SHALL BE COORDINATED WITH ALL OTHER

DISCIPLINES’ DOCUMENTS. ANY DISCREPANCY BETWEEN THESE

DOCUMENTS SHOULD BE REPORTED TO THE ARCHITECT FOR

CLARIFICATION AND VERIFICATION PRIOR TO PROCUREMENT OR

INSTALLATION OF AFFECTED WORK.

2. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED.

WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH

AFFECTED WORK.

3. PROTECT ALL MATERIALS, CONSTRUCTION, UTILITIES AND FACILITIES FROM

DAMAGE, INCLUDING BUT NOT LIMITED TO CONSTRUCTION ACTIVITIES,

THEFT, MOISTURE, AND WEATHER. DAMAGED ELEMENTS AND CONDITIONS

SHALL BE REPAIRED / REPLACED AT NO COST TO OWNER.

4. DO NOT SCALE ANY DRAWINGS IN ANY OF THE DOCUMENTS FOR FIELD

LAYOUT. CONTACT ARCHITECT IF DIMENSIONS ARE NEEDED AND CANNOT

BE FOUND IN WRITING IN THE DOCUMENTS.

5. UNLESS NOTED OTHERWISE DIMENSIONS IN THE DOCUMENTS ARE AS

LISTED BELOW.

A. DIMENSIONS ARE TAKEN FROM FACE OF STUD OR CENTERLINE OF STUD

/ COLUMN UNLESS OTHERWISE NOTED.

B. "CLEAR" REFERS TO DIMENSION BETWEEN FACES OF FINISH SURFACES.

C. "EQ" OR "EQUAL" INDICATES DIMENSION TO MATCH ADJACENT.

LETTERED DIMENSIONS (A,B,C,D,ETC.) INDICATE DIMENSION TO MATCH

OPPOSITE OR REMOTE (MATCHING LETTER) DIMENSION.

D. "+/-" INDICATES APPROXIMATE DIMENSION BASED ON FIELD CONDITION

OR FLEXIBLE DIMENSION THAT CAN BE ADJUSTED.

E. DIMENSIONS ON REFLECTED CEILING PLANS AND LIGHTING PLANS ARE

CLEAR DIMENSIONS.

F. DIMENSIONS ON INTERIOR DESIGN SHEETS ARE TO FACE OF FINISHED

SURFACE.

6. INFORMATION ON G SHEETS IS INTENDED TO BE TYPICAL. SOME

INFORMATION SHOWN MAY NOT BE RELEVANT TO PROJECT SPECIFICS.

REVIEW THE DOCUMENTS AND CONFIRM IN WRITING WITH DESIGN TEAM

WHICH INFORMATION IS NOT RELEVANT TO PROJECT SPECIFICS PRIOR TO

THE START OF CONSTRUCTION.

7. REFER TO LEGENDS, SCHEDULES, AND KEYNOTES ON INDIVIDUAL SHEETS

FOR SPECIFIC INFORMATION

8. HOLD ALL PIPES, CONDUIT, BRANCH LINES, ETC. AS CLOSE TO THE

UNDERSIDE OF STRUCTURE AS POSSIBLE. USE LOW PROFILE HANGERS

WHERE POSSIBLE.

9. TEMPORARY SHORING AS REQUIRED DURING DEMOLITION AND

CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

10. PROVIDE ACCESS PANELS AT WALLS AND CEILINGS FOR: FIRE/SMOKE

DAMPERS, VAV BOXES, PLUMBING CLEANOUTS, ELECTRIC HEATERS, AIR

HANDLING UNITS/MECHANICAL EQUIPMENT, VALVES, FILTER BOXES AND

OTHER CONCEALED ITEMS REQUIRING ACCESS. COORDINATE WITH

ARCHITECT IN FIELD FOR INSTALLATION OF ACCESS PANELS WHERE

REQUIRED AND NOT GRAPHICALLY SHOWN ON PLANS.

11. ASBESTOS ABATEMENT, LEAD PAINT REMOVAL, AND OTHER HAZARDOUS

MATERIAL REMOVAL IS NOT IN THE CONTRACT. SHOULD THE CONTRACTOR

ENCOUNTER THE PRESENCE, OR POSSIBLE PRESENCE, OF POTENTIALLY

HAZARDOUS MATERIALS, THE CONTRACTOR SHALL NOTIFY THE OWNER FOR

INSTRUCTIONS PRIOR TO CONTINUING WORK.

12. BUILDINGS SHALL BE PROVIDED IN WEATHERPROOF AND SECURE

CONDITION AS EARLY AS POSSIBLE AND MAINTAINED THROUGHOUT WORK.

13. ALL EXISTING SANITARY SEWER MANHOLE TOPS, WATER VALVE BOXES,

METERS, STORM SEWERS, OR OTHER RELATED APPURTENANCES SHALL BE

ADJUSTED TO FINISH GRADE.

14. FURNITURE IS FOR REFERENCE ONLY UNLESS OTHERWISE NOTED.

REFERENCE FURNITURE IS NOT IN PROJECT SCOPE.

15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED

INSPECTIONS, PERMITS, TEMPORARY UTILITIES AND TEMPORARY TOILET

FACILITIES.

16. DURING THE COURSE OF THE DEMOLITION WORK ITEMS UNCOVERED THAT

VARY FROM WHAT IS SHOWN IN THE DRAWINGS SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE ARCHITECT.

FLOOR PLAN:

1. ALL DOORS TO BE 4” FROM FINISH FACE OF ADJACENT PARTITION AS

MEASURED TO OUTSIDE FACE OF DOOR JAMB UNLESS OTHERWISE NOTED.

2. PATCH & REPAIR FLOOR OPENINGS THAT OCCUR DURING DEMOLITION;

COORDINATE W/ STRUCT

3. CLEAN & PREP THE UNDERSIDE OF THE SLAB @ BASEMENT

GENERAL NOTES

CEILING PLAN:

1. CENTER ALL CEILING MOUNTED DEVICES INCLUDING BUT NOT LIMITED TO

LIGHT FIXTURES, EXIT LIGHTS, SPRINKLER HEADS, SPEAKERS IN CEILING

TILE PANELS.

2. CENTER CEILING GRID IN ROOM IN BOTH DIRECTIONS UNLESS INDICATED

OTHERWISE.

3. ALL LIGHT FIXTURES IN GYPSUM BOARD CEILING SHALL BE CENTERED IN

ROOM UNLESS INDICATED OTHERWISE.

4. ALL GYPSUM BOARD SOFFITS ARE TO BE FINISHED WITH NO EXPOSED

EDGES OR VIEWS INTO THE PLENUM SPACE.

DEMOLITION

1. DURING THE COURSE OF THE WORK ITEMS UNCOVERED THAT VARY

FROM WHAT IS IDENTIFIED IN THE DOCUMENTS SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING

WITH AFFECTED WORK. THIS INCLUDES BUT IS NOT LIMITED TO

COMPONENT SIZES, LOCATIONS, CONFIGURATIONS AND DAMAGED,

DETERIORATED, MALFUNCTIONING OR BROKEN COMPONENTS.

2. IF NOT SHOWN IN THE DRAWINGS THE CONTRACTOR SHALL REMOVE ALL

EXISTING MATERIALS AND CONSTRUCTION AS NECESSARY TO

COMPLETELY INSTALL ALL NEW WORK AS REQUIRED BY OTHER PARTS OF

THE CONTRACT DOCUMENTS.

3. LOCATIONS OF TEMPORARY CONSTRUCTION BARRIERS/DUST PARTITIONS

TO BE COORDINATED WITH THE OWNER.

4. REMOVE ALL CONSTRUCTION DEBRIS AND TRASH DAILY. PROVIDE

SEALED COVERINGS FOR ALL BINS OR BARROWS USED TO REMOVE

DEBRIS, MATERIALS AND TRASH THROUGH OCCUPIED AREAS OF THE

BUILDING.

5. REMOVE ALL EXISTING CONSTRUCTION IN CONFLICT WITH NEW DESIGN.

COORDINATE WITH DESIGN TEAM IF ELEMENTS OF EXISTING

CONSTRUCTION REQUIRED TO BE DEMOLISHED ARE NOT SHOWN ON

DEMOLITION PLANS.

6. UNLESS OTHERWISE NOTED, PARTITIONS TO BE REMOVED FROM FLOOR

SLAB TO UNDERSIDE OF STRUCTURE OR TOP RUNNER AS APPLICABLE.

7. REMOVAL OF FIXTURES AND EQUIPMENT IS NOT LIMITED TO WHAT IS

SHOWN ON DRAWINGS. IT IS INDICATED FOR GENERAL CONTRACTOR'S

INFORMATION ONLY. PRIOR TO BID VERIFY ON JOB FOR EXACT TYPE,

LOCATION AND NUMBER OF ITEMS TO BE REMOVED TO MEET

REQUIREMENTS OF PLANS AND SPECIFICATIONS.

8. MAINTAIN EXISTING DRIVES AND SERVICE ROAD SERVING THE PREMISES

CLEAR AND AVAILABLE AT ALL TIMES. THE ARCHITECT WILL DESIGNATE

AREA TO BE USED FOR PARKING AND STORAGE OF MATERIALS ON SITE.

SITE PLAN NOTES:

1. SLOPE ALL PAVING AND GRADING AWAY FROM BUILDING TO ACHIEVE

POSITIVE DRAINAGE AND TO ELIMINATE PONDING WATER ON SITE

2. IMMEDIATELY NOTIFY DESIGN TEAM IF UNDOCUMENTED UTILITIES ARE

DISCOVERED ON SITE

3. ALL EXTERIOR LEVEL LANDINGS SHALL BE OFFSET ½” MAXIMUM FROM

FINISH FLOOR, RE: ___ G SHEETS AND SLOPE AWAY FROM THE BUILDING

¼” PER FOOT MAXIMUM.

4. PROVIDE HOSE STORAGE AT DUMPSTER ENCLOSURES

5. PROVIDE WHEEL STOPS AT ALL PARKING SPACES

6. CARRY ______ ALLOWANCE FOR EACH NEW UTILITY TAP TO MUNICIPAL

INFRASTRUCTURE

7. RESTORE ALL DAMAGED SIDEWALKS AND CURBS TO THE STANDARDS OF

THE AUTHORITY HAVING JURISDICTION.

8. A ½" HEM ON THE CONCEALED EDGE. INSTALL WORK WITH LAPS, JOINTS

AND SEAMS WHICH WILL BE WATERTIGHT AND WATERPROOF.

ROOF PLAN NOTES:

1. SLOPE ROOF MEMBRANE ¼” PER FOOT MINIMUM, SLOPE CRICKETS AT ½”

PER FOOT MINIMUM.

2. CRICKET THE UP SLOPE SIDE OF ALL SQUARE CURBS AND PROJECTIONS

OVER 20 INCHES IN WIDTH.

3. ALL ROOF DRAINS, OVERFLOW DRAINS AND DOWNSPOUTS TO BE

CONNECTED TO SUBSURFACE DRAINAGE UNLESS NOTED OTHERWISE.

SEE CIVIL FOR CONNECTION OF ROOF DRAINAGE SYSTEM TO

UNDERGROUND SERVICES.

4. PROVIDE ROOF MEMBRANE SYSTEM AT INTERIOR (ROOF) SIDE OF

VERTICAL PARAPET WALLS WHERE PARAPET WALL IS 2’-0” HIGH OR

LESS. PROVIDE METAL WALL PANEL SIDING SYSTEM AT INTERIOR

(ROOF) SIDE OF VERTICAL PARAPET WALLS WHERE PARAPET WALLS

ARE OVER 2’-0” HIGH

5. ALL ROOF MATERIALS AND ACCESSORIES TO BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS,

RECOMMENDATIONS, AND SPECIFICATIONS TO ACHIEVE SPECIFIED

WARRANTY AND PROVIDE WEATHERTIGHT ROOF SYSTEM. (AND NRCA

STANDARDS)

6. COORDINATE ALL ROOF PENETRATIONS AND EQUIPMENT / PLATFORM

SUPPORTS WITH ROOF STRUCTURE AND ROOFING INSTALLATION AND

FLASHING REQUIREMENTS.

7. PROVIDE TREATED PLYWOOD SHEATHING AT THE INTERIOR (ROOF)

SIDE OF ALL PARAPETS.

8. ROOF MEMBRANE SYSTEM SHALL TURN UP PARAPETS, UP OVER TOP

OF PARAPET WALL BELOW COPING CAP, TO BE FLASHED INTO WALL

WRB SYSTEM TO ACHIEVE CONTINUOUS UNINTERRUPTED BUILDING

ENVELOPE WEATHER BARRIER SYSTEM.

9. PROVIDE WALK PAD SYSTEM COMPATIBLE WITH SPECIFIED ROOF

SYSTEM, SPANNING FROM ROOF ACCESS POINT TO MAINTENANCE

SIDES OF ALL ROOFTOP EQUIPMENT.

10. ALL ROOF MOUNTED EQUIPMENT STANDS, CURBS, PENETRATIONS,

ACCESSORIES, UTILITIES, ETC. TO BE FLASHED INTO ROOF SYSTEM AS

REQUIRED TO ACHIEVE SPECIFIED WARRANTY.

11. PACK, SCREEN, INSULATE, AND SEAL ALL ROOF PENETRATION

SYSTEMS AS REQUIRED TO PREVENT ALL OUTSIDE AIR, MOISTURE,

ANIMALS, INSECTS, ETC. FROM COMMUNICATING WITH FRAMING

CAVITY BELOW DECK.

12. DO NOT LOCATE ANY ROOFTOP EQUIPMENT WITHIN 10’ OF ROOF

EDGE UNLESS OTHERWISE NOTED

13. ALL PIPING, CONDUITS, ETC. SHALL BE A MINIMUM 10” ABOVE ROOF

SURFACE. PROVIDE PIPE SUPPORTS AT 8’-0” MAX.

14. AFTER SUBSTANTIAL COMPLETION EXAMINE AND ENSURE ROOF

DRAIN LINES ARE FREE OF DEBRIS AND BLOCKAGE. FLUSH WITH

WATER TO ENSURE THAT DRAINS FLOW FREELY.

15. ISOLATE ALL HEAT PIPES/FLUES AS RECOMMENDED AND OUTLINED IN

THE NRCA MANUAL FOR ISOLATED STACK FLASHING.

16. ALL ROOFTOP PENETRATIONS (SOIL STACKS, VENTS, ETC.) ARE

INSTALLED MINIMUM 4’-0” FROM OTHER DECK PENETRATIONS, RISE

WALLS, AND ROOF EDGE.

17. DIMENSIONS, DETAILS, EQUIPMENT SIZES AND LOCATIONS SHOWN ON

THESE ROOF PLANS AND DETAILS AR FOR INFORMATION AND

REFERENCE ONLY. EXACT SIZE AND LOCATIONS TO BE COORDINATED

WITH ALL DISCIPLINES.

18. REFER TO OTHER DISCIPLINES FOR SIZE AND LOCATIONS OF NEW

DECK PENETRATIONS AND ROOFTOP EQUIPMENT.

19. ALL SHEET METAL SHALL BE INSTALLED TO COMPLY WITH THE LATEST

EDITION OF SMACNA’S ARCHITECTURAL SHEET METAL MANUAL.

20. ANCHOR ROOFTOP UNITS SECURELY IN PLACE WITH METHODS

INDICATED PROVIDING FOR THERMAL EXPANSION OF METAL UNITS.

CONCEAL FASTENERS WHERE POSSIBLE AND SET UNITS TRUE TO

LINE AND LEVEL. EXPOSED EDGES SHALL BE FOLDED BACK NEATLY

FROM A ½" HEM ON THE CONCEALED EDGE. INSTALL WORK WITH

LAPS, JOINTS AND SEAMS WHICH WILL BE WATERTIGHT AND

WATERPROOF.

SYMBOLS

DRAWING NAME

DRAWING NUMBER

1 DRAWING NAME

SCALE : 1/4" = 1'-0"

DRAWING SCALE

DRAWING NUMBER

SHEET NUMBER

4

A6.1

DRAWING NUMBER

SHEET NUMBER

21

A7.2

DRAWING NUMBER

SHEET NUMBER

2

A2.1

DRAWING NUMBER

SHEET NUMBER

3

4 A4.1

DRAWING NUMBER

SHEET NUMBER

18

A3.2

109'-0"

34

1

OFFICE

112

SECTION

DETAIL SECTION

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

DETAIL

LEVEL LINE

KEY NOTE

REVISION

NUMBER

ROOM NAME

NUMBER

ABBREVIATIONS

AC

ADAAG

ADJ

AFF

ALT

ALUM

APPROX

ARCH

BB

BD

BLDG

BO

BOS

BOT

BUR

C

CAB

CB

CC

CG

CJ

CL

CLG

CLOS

CLR

CO

COL

CONC

CONT

CR

CRM

CTR

DBL

DET

DF

DFC

DIA

DIM

DM

DN

DR

DS

DW

DWG

E

EA

EF

EHD

EIFS

EJ

ELEC

ELEV

EMER

ACOUSTICAL CEILING TILE

AMERICANS WITH DISABILITIES ACT

ADJUSTABLE

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

APPROXIMATE

ARCHITECT

BEAD BOARD (WAINSCOTT)

BOARD

BUILDING

BOTTOM OF

BOTTOM OF STEEL

BOTTOM

BUILT UP ROOF

CARPET OR CARPET TILE

CABINET

CATCH BASIN

CUBICLE CURTAIN TRACK

CORNER GUARD

CONTROL JOINT

CENTERLINE

CEILING

CLOSET

CLEAR

CLEAN OUT

COLUMN

CONCRETE

CONTINUOUS

CRASH RAIL

CROWN MOULDING

CENTER

DOUBLE

DETAIL

DECORATIVE FILM

DOOR FRAME CASING

DIAMETER

DIMENSION

DECORATIVE METALS

DOWN

DOOR

DOWN SPOUT

DISHWASHER

DRAWING

EAST

EACH

EPOXY FLOORING

ELECTRIC HAND DRYER

EXTERIOR INSULATED FINISHING

SYSTEM

EXPANSION JOINT

ELECTRIC(AL)

ELEVATION

EMERGENCY

EQ

EQUIP

EW

EWC

EXP. JT.

EXST

EXT

FA

FAP

FD

FE

FEC

FF

FH

FHC

FIN

FIXT

FLR

FLUOR

FRP

FRT

FT

GAL

GALV

GB

GC

GL

GND

GWB

GYP

HC

HDWD

HDWR

HM

HORIZ

HP

HR

HT

HW

HWH

ID

INSUL

INT

JAN

JC

JT

KP

LAM

LAV

LB(S)

LDG

LF

LT

EQUAL

EQUIPMENT

EACH WAY

ELECTRIC WATER COOLER

EXPANSION JOINT

EXISTING

EXTERIOR

FIRE ALARM

FIRE ANNUNCIATOR PANEL

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FIRE HYDRANT

FIRE HOSE CABINET

FINISH

FIXTURE

FLOOR

FLORESCENT

FIBERGLASS REINFORCED PLASTIC

PANEL

FIRE RETARDANT TREATED

FOOT or FEET

GALLON

GALVANIZED

GRAB BAR

GENERAL CONTRACTOR

GLASS

GROUND

GYPSUM WALL BOARD

GYPSUM

HANDICAPPED

HARDWOOD

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGH POINT

HAND RAIL

HEIGHT

HAND WASH

HOT WATER HEATER

INNER (OR INSIDE) DIAMETER

INSULATION

INTERIOR

JANITOR

JANITOR'S CLOSET

JOINT

KICK PLATE

LAMINATE

LAVATORY

POUNDS

LANDING

LINOLEUM FLOORING

LIGHT

LVT

LWC

M

MAX

MECH

MEMB

MFR

MI

MIN

MISC

MO

MTD

MTL

N

NIC

NO

NOM

NTS

OC

OD

OFF

OH

OP

OPG

OPP

P

PC

PCN

PL

PLAM

PLAS

PLYWD

PR

QS

R

RAD

RB

RBM

RCP

RD

RE

REF

REINF

REQD

RESIL

RF

RM

RO

RP

RR

S

SC

SC

SCHED

LUXURY VINYL TILE

LINEAR WOOD CEILING

MISCELLANEOUS

MAXIMUM

MECHANICAL

MEMBRANE

MANUFACTURER

MIRROR

MINIMUM

MISCELLANEOUS

MASONRY OPENING

MOUNTED

METAL

NORTH

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OFFICE

OPPOSITE HAND

OVERFLOW PIPE

OPENING

OPPOSITE

PAINT

PRIVACY CURTAIN

PAINTED CONCRETE

PLASTIC LAMINATE

PLASTIC LAMINATE

PLASTER

PLYWOOD

PAIR

QUARTZ SURFACE

RISER

RADIUS

RUBBER WALL BASE

RUBBER WALL BASE MILWORK PROFILE

REFLECTED CEILING PLAN

ROOF DRAIN

REFER

REFRIGERATOR

REINFORCED

REQUIRED

RESILIENT

RUBBER FLOORING

ROOM

ROUGH OPENING

RESIN PANEL

RUB RAIL

SOUTH

SCUPPER

SEALED CONCRETE

SCHEDULE

SDT

SECT

SF

SF

SHT

SIM

SPEC

SQ

SS

SSM

ST

STD

STL

STRUCT

SUSP

SV

SWP

T

T

T&G

TEL

THK

TL

TLT

TO

TOS

TP

TR

TS

TYP

TZ

UNFIN

UNO

UTIL

VCF

VCT

VERT

VIF

VOJ

VTR

W

W/

W/O

WB

WC

WC

WD

WIN

WP

WP

WS

WT

WT

WV

WWF

STATIC DISSIPATIVE FLOORING

SECTION

SQUARE FOOT

SEAMLESS FLOORING

SHEET

SIMILAR

SPECIFICATION

SQUARE

STAINLESS STEEL

SOLID SURFACE MATERIAL

STONE

STANDARD

STEEL

STRUCTURAL

SUSPENDED

SHEET VINYL

SPECIALTY WALL PANELS

TREAD

TRANSITION STRIP

TONGUE & GROOVE

TELEPHONE

THICK

TILE

TOILET

TOP OF

TOP OF STEEL

TOILET PARTITION

TRIM

TACKABLE SURFACE

TYPICAL

TERRAZZO

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VINYL COMPOSITION FLOORING

VINYL COMPOSITION TILE

VERTICAL

VERIFY IN FIELD

VERIFY ON JOB

VENT TERMINATION PIPE

WEST

WITH

WITHOUT

WOOD BASE

WALL COVERING

WATERCLOSET

WOOD

WINDOW

WATERPROOF

WALL PROTECTION

WOOD STAIN

WEIGHT

WINDOW TREATMENTS

WOOD VENEER

WELDED WIRE FABRIC

DRAWING INDEX

12 3

SHEET

NUMBER

SHEET NAME

GENERAL

G000 COVER SHEET

G001 DRAWING INDEX + GENERAL INFORMATION

G002 TYPICAL TOILET & ACCESSORIES INFORMATION

G003 PARTITION TYPES

G004 TYPICAL PARTITION DETAILS

●●

●●● ●

●

●

●

LIFESAFETY

LS101 LIFE SAFETY PLAN - FIRST FLOOR

●

CIVIL

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

EXISTING CONDITIONS

EXISTING CONDITIONS (BUILDING INSET)

SITE PLAN

PAVEMENT PLAN

GRADING PLAN

UTILITY PLAN

EROSION CONTROL PLAN

TYPICAL DETAILS

TYPICAL DETAILS

WATER DETAILS

SEWER DETAILS

●

●

●

●

●●

●

●

●

●

●

●

●

LANDSCAPE

L1.0

OVERALL LANDSCAPE PLAN

●

L1.1

LANDSCAPE PLAN

●

L1.2

LANDSCAPE PLAN

●

L1.3

LANDSCAPE NOTES / DETAILS

●

L2.1

IRRIGATION PLAN

●

L2.2

IRRIGATION PLAN

●

L2.3

IRRIGATION NOTES & DETAILS

●

STRUCTURAL

S001 STRUCTURAL NOTES

●

S002 STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS LEGEND ●

S003 SPECIAL INSPECTIONS

●

S004 SPECIAL INSPECTIONS

●

S101 FOUNDATION PLAN - OVERALL

●

S101A FOUNDATION PLAN - AREA A

●

S101B FOUNADTION PLAN - AREA B

●

S101C FOUNDATION PLAN - AREA C

●

S101D ENLARGED FOUNDATION PLANS

●

S101E DUMPSTER FOUNDATION PLAN AND DETAILS

●

S102 ROOF FRAMING PLAN - OVERALL

●

S102A ROOF FRAMING PLAN - AREA A

●

S102B ROOF FRAMING PLAN - AREA B

●

S102C ROOF FRAMING PLAN - AREA C

●

S201 FRAMING ELEVATIONS

●

S202 FRAMING ELEVATIONS

●

S301 TYPICAL CONCRETE DETAILS

●

S302 CONCRETE DETAILS

●

S303 CONCRETE DETAILS

●

S401 TYPICAL MASONRY DETAILS

●

S501 TYPICAL STEEL DETAILS

●

S502 TYPICAL STEEL DETAILS

●

S600 TYPICAL REPAIR DETAILS

●

ARCHITECTURAL SITE

ADS101 DEMOLITION SITE PLAN

AS101 ARCHITECTURAL SITE PLAN

AS102 SITE DETAILS

AS103 SITE DETAILS

●

●●

●

●

ARCHITECTURE DEMOLITION

AD101 DEMOLITION FIRST FLOOR PLAN

●

AD101D DEMOLITION BASEMENT PLAN

●

ARCHITECTURE

A101 OVERALL FLOOR PLAN - FIRST FLOOR

A101A FLOOR PLAN - AREA A

A101B FLOOR PLAN - AREA B

A101C FLOOR PLAN - AREA C

A101D FLOOR PLAN - BASEMENT

A110 ENLARGED FLOOR PLANS

A120 PLAN DETAILS

A121 PLAN DETAILS

A141 OVERALL REFLECTED CEILING PLAN

A141A REFLECTED CEILING PLAN - AREA A

A141B REFLECTED CEILING PLAN - AREA B

A141C REFLECTED CEILING PLAN - AREA C

A141D REFLECTED CEILING PLAN - BASEMENT

A145 REFLECTED CEILING DETAILS

A151 ROOF PLAN

A152 ROOF DETAILS

A153 ROOF DETAILS

A154 ROOF DETAILS - STANDING SEAM ROOF

A201 BUILDING ELEVATIONS

A202 BUILDING ELEVATIONS

A301 BUILDING SECTIONS

A401 WALL SECTIONS

A402 WALL SECTIONS

A403 WALL SECTIONS

A411 SECTION DETAILS

A501 VERTICAL CIRCULATION

A502 VERTICAL CIRCULATION - STAIR DETAILS

A601 DOOR SCHEDULE

A602 GLAZING ELEVATIONS

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SHEET

NUMBER

SHEET NAME

INTERIOR DESIGN

ID001 FINISH KEY

ID002 FINISH TRANSITION DETAILS

ID101 OVERALL FINISH PLAN - FIRST FLOOR

ID101A FINISH PLAN - AREA A

ID101B FINISH PLAN - AREA B

ID101C FINISH PLAN - AREA C

ID131 OVERALL MILLWORK PLAN - FIRST FLOOR

ID131A MILLWORK PLAN - AREA A

ID131B MILLWORK PLAN - AREA B

ID131C MILLWORK PLAN - AREA C

ID201 INTERIOR ELEVATIONS

ID202 INTERIOR ELEVATIONS

ID203 INTERIOR ELEVATIONS

ID301 INTERIOR DETAILS

ID302 INTERIOR DETAILS

ID401 ENLARGED DRAWINGS

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MECHANICAL

M-001 MECHANICAL GENERAL NOTES AND LEGENDS

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MD101 MECHANICAL DEMOLITION PLAN - LEVEL 1

MEP01 MECHANICAL ELECTRICAL PLUMBING SITE PLAN

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MEP02 MECHANICAL ELECTRICAL PLUMBING ROOF PLAN

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MH101 MECHANICAL OVERALL PLAN - LEVEL 1

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MH102A MECHANICAL PLAN - LEVEL 1 - AREA A

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MH103B MECHANICAL PLAN - LEVEL 1 - AREA B

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MH104C MECHANICAL PLAN - LEVEL 1 - AREA C

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MH105 MECHANICAL PLAN - BASEMENT

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MP101A MECHANICAL PIPING AND CONTROLS PLAN - LEVEL 1 - AREA A ●

MP102B MECHANICAL PIPING AND CONTROLS PLAN - LEVEL 1 - AREA B ●

MP103C MECHANICAL PIPING AND CONTROLS PLAN - LEVEL 1 - AREA C ●

MP104 MECHANICAL PIPING AND CONTROLS PLAN - BASEMENT

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MZ501 MECHANICAL DETAILS

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MZ601 MECHANICAL SCHEDULES

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MZ801 MECHANICAL CONTROLS

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MZ802 MECHANICAL CONTROLS

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ELECTRICAL

E001 ELECTRICAL GENERAL NOTES AND LEGEND

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ED100 ELECTRICAL DEMOLITION PLAN - BASEMENT

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ED101A ELECTRICAL DEMOLITION PLAN - LEVEL 1 - AREA A

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ED101B ELECTRICAL DEMOLITION PLAN - LEVEL 1 - AREA B

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ED101C ELECTRICAL DEMOLITION PLAN - LEVEL 1 - AREA C

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EL100 ELECTRICAL LIGHTING PLAN - BASEMENT

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EL101A ELECTRICAL LIGHTING PLAN - LEVEL 1 AREA A

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EL101B ELECTRICAL LIGHTING PLAN - LEVEL 1 AREA B

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EL101C ELECTRICAL LIGHTING PLAN - LEVEL 1 AREA C

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EP100 ELECTRICAL POWER PLAN - BASEMENT

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EP101A ELECTRICAL POWER PLAN - LEVEL 1 AREA A

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EP101B ELECTRICAL POWER PLAN - LEVEL 1 AREA B

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EP101C ELECTRICAL POWER PLAN - LEVEL 1 AREA C

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EZ501 ELECTRICAL DETAILS

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EZ502 ELECTRICAL DETAILS

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EZ601 ELECTRICAL SCHEDULES

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EZ602 ELECTRICAL SCHEDULES

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EZ701 ELECTRICAL DIAGRAMS

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FA001 FIRE ALARM GENERAL NOTES AND LEGEND

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FA100 FIRE ALARM PLAN - BASEMENT

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FA101A FIRE ALARM PLAN - LEVEL 1 - AREA A

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FA101B FIRE ALARM PLAN - LEVEL 1 - AREA B

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FA101C FIRE ALARM PLAN - LEVEL 1 - AREA C

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PLUMBING

P001 PLUMBING GENERAL NOTES AND LEGEND

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PD100 PLUMBING DEMOLITION PLAN - BASEMENT

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PD101 PLUMBING DEMOLITION PLAN - UNIT A

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PD102 PLUMBING DEMOLITION PLAN - UNIT B

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PD103 PLUMBING DEMOLITION PLAN - UNIT C

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PK101 PLUMBING UNDERSLAB PLAN - AREA A

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PK102 PLUMBING UNDERSLAB PLAN - AREA B

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PK103 PLUMBING UNDERSLAB PLAN - AREA C

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PP100 PLUMBING WASTE & VENT PLAN - BASEMENT

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PP101 PLUMBING WASTE & VENT PLAN - LEVEL 1 - AREA A

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PP102 PLUMBING WASTE & VENT PLAN - LEVEL 1 - AREA B

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PP103 PLUMBING WASTE & VENT PLAN - LEVEL 1 - AREA C

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PS101 PLUMBING SUPPLY PLAN - LEVEL 1 - AREA A

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PS102 PLUMBING SUPPLY PLAN - LEVEL 1 - AREA B

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PS103 PLUMBING SUPPLY PLAN - LEVEL 1 - AREA C

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PZ501 PLUMBING DETAILS

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PZ502 PLUMBING DETAILS

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PZ601 PLUMBING SCHEDULES

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PZ701 PLUMBING DIAGRAMS

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FIRE PROTECTION

FX001 FIRE PROTECTION GENERAL NOTES AND LEGEND

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FX101 FIRE PROTECTION PLAN - LEVEL 1

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GRACE HEBERT CURTIS ARCHITECTS, LLC

SEAL:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA MAY NOT

BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS, LLC.

SEE SHEETS G001/G002 FOR GENERAL

NOTES APPLICABLE TO THE ENTIRE

DRAWING SET

C

B

A

NO.

1

2

3

DESCRIPTION

ADDENDUM 1

ADDENDUM 2

ADDENDUM 3

DATE

03/06/25

04/08/25

11/13/25

DATE:

10/29/25

PHASE:

CONSTRUCTION DOCS

ISSUED FOR

PERMIT

PROJECT NO:

4023108

DRAWING INDEX +

GENERAL INFORMATION

SHEET NUMBER

G001

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction
• NAICS 541330Engineering Services
• NAICS 561210Facilities Support Services

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