Construction Services for I-30 Admin Facility Addendum #03 -? City Comment Responses & Drawings
| Agency: | Hunt County |
|---|---|
| State: | Texas |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Nov 21, 2025 |
| Due Date: | Dec 2, 2025 |
| Solicitation No: | #268-26 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
| 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
This page summarizes the opportunity, including an overview and a preview of the attached documents.
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