Fort O Courts CD 6_15_26 (ID 908227).pdf
PDF 11 MB Posted
- Attached to
- ITB # 001-26 Courts Renovation
- Solicitation number
- PE-62350-NONST-2026-000000014
- Issued by
- Candler County, Georgia
About this file
Fort Oglethorpe Municipal Court Renovation - Construction Documents Summary
This is a comprehensive set of architectural and mechanical construction documents prepared by Edmund Goode Garbee, Architect, for the renovation of the Municipal Court facilities at Fort Oglethorpe City Hall, located at 500 City Hall Drive, Fort Oglethorpe, Georgia 30742. The project scope encompasses selective demolition, interior renovations including courtroom improvements, accessibility upgrades, modifications to existing building systems (mechanical, plumbing, electrical, and fire protection), enhanced security features with bullet-resistant glazing and magnetic locking hardware, and related appurtenant work. The renovation affects approximately 5,322 square feet of the 39,127 square-foot building and involves two main occupancy types: Type B (municipal court operations) and existing Type I-3 occupancy. A non-mandatory pre-bid meeting is scheduled for Thursday, July 16, 2026, at 10:00 a.m., with sealed bids due by 10:00 a.m. on Thursday, July 30, 2026. Contract documents and specifications are available for examination and purchase ($100.00 non-refundable per set) from CTI Engineers, Inc., 1122 Riverfront Parkway, Chattanooga, TN 37402 (phone 423/267-7613, www.ctiengr.com). The project is designed to comply with the 2018 International Building Code, 2018 International Existing Building Code, ICC A117.1-2011 Accessibility Standards, and all applicable state and local ordinances.
Bidders must submit a 5% bid bond with their proposal and maintain a minimum 12-month warranty on all materials and workmanship. The successful bidder will be required to provide performance and payment bonds as specified in the Contract Documents. The mechanical work includes installation of two rooftop units (5-ton and 10-ton capacity), ductwork with internal acoustic lining, flexible connections, condensate piping, exhaust fans, fire dampers, and control systems with demand-controlled ventilation and bipolar ionization. All mechanical contractors must obtain required permits, inspections, and pay applicable fees. Testing, adjusting, and balancing must be performed by an independent AABC or NEBB-certified contractor and completed within one week prior to the construction end date. The construction documents specify no fiberglass ductwork is permitted; all ductwork must be galvanized steel with maximum air leakage not exceeding 5% per final air balance approval.
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GENERAL NOTESGENERAL NOTES
1. ALL CONSTRUCTION IS INTENDED TO BE IN CONFORMANCE WITH FEDERAL AND STATE LAWS, CURRENT LOCAL ORDINANCES & BUILDING CODES AND THE ICC/ANSI A117.1 ACCESSIBILITY CODE, 2009 EDITION. REPORT DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK.
2. ALL WORK PERFORMED BY G.C. SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND TO MEET CURRENT SAFETY CODE REQUIREMENTS.
3. CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS PRIOR TO COMMENCING WITH WORK.
4. ALL WORK SHALL BE INSTALLED COMPLETE IN ANY RESPECT.
5. THE CONTRACTOR IS TO BE FULLY RESPONSIBLE FOR DAMAGES AND OMISSIONS OF THE SUBCONTRACTORS.
6. G.C. TO VERIFY REQUIREMENTS OF ALL OWNER PROVIDED ITEMS WITH OWNER BEFORE PROCEEDING WITH WORK.
7. CONTRACTOR TO FIELD VERIFY DIMENSIONS OF PLUMBING FIXTURES, (TOILETS, SINKS, SHOWER UNIT) VS. WALL PARTITION TYPES (WALL FRAMING AND ADDITIONAL
BLOCKING MAY BE REQUIRED) BEFORE COMMENCING FRAMING.
8. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH MANUFACTURER ON FIXTURES & EQUIPMENT SUPPLIED, PRIOR TO INSTALLATION.
9. REFER TO ENLARGED DETAILS FOR ADDITIONAL INFORMATION INCLUDING DIMENSIONS, ENLARGED DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING.
10. DIMENSIONS ARE FACE OF STUD TO FACE OF STUD FOR WALL FRAMING. UNLESS NOTED OTHERWISE.
11. THE CONTRACTOR IS RESPONSIBLE FOR ALL BLOCKING REQUIRED FOR ALL WALL HUNG EQUIPMENT, SUCH AS BUT NOT LIMITED TO THE FOLLOWING: TOILET
ACCESSORIES, SHELVING, WALL CABINETS, ETC.
12. ALL STRUCTURAL AND DIMENSIONAL ISSUES MUST BE VERIFIED BY THE CONTRACTOR. IF DISCREPANCIES ARISE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN
WRITING OF SUCH DISCREPANCIES.
13. ALL PENETRATIONS THROUGH WALLS ARE TO BE SEALED WITH UL LISTED MATERIALS AND METHODS.
14. THE CONTRACTOR IS TO PROVIDE CAULKING AT THE FOLLOWING LOCATIONS UNLESS NOTED OTHERWISE:
A) AT CASEWORK ENDS WHERE THEY MEET SPECIFIED WALL TYPES.
B) AT HOLLOW METAL DOOR FRAMES, BOTH SIDES AND TOP.
C) ALL FLOOR/BASE MOUNTINGS FOR TOILETS AND WALL HUNG PLUMBING FIXTURES.
15. WHERE GYPSUM BOARD IS USED IN TOILET ROOMS OR SINK/FIXTURE WET WALLS - PROVIDE MOISTURE RESISTANT GYPSUM BOARD.
16. WHERE EXISTING CONSTRUCTION IS DISTURBED BY NEW WORK ALL FINISHED WORK SHALL MATCH EXISTING IN TEXTURE, COLOR AND MATERIAL.
17. WHERE EXISTING SPRINKLER HEADS ARE TO BE REUSED, CONTRACTOR SHALL COORDINATE AND ADJUST POSITION TO AVOID CONFLICTS WITH NEW CEILING LAYOUT AND
ASSOCIATED FIXTURES.
BUILDING DATA:BUILDING DATA:
OCCUPANCY TYPE
CONSTRUCTION TYPE
SPRINKLERED
ACTUAL NO. OF STORIES
TYPE B
TYPE II - B
YES, PROTECTED THROUGHOUT WITH NFPA 13
SYSTEM
ACTUAL BUILDING HEIGHT
MEZZANINE
16'-0"
NO
HIGH RISE NO
ALLOWED NO. STORIES
ALLOWED BUILDING HEIGHT
SEE AREA CALCULATIONS ON SHEET LS-1.0
75 FT
ALLOWABLE BUILDING AREA
39,127 SFACTUAL GROSS BUILDING AREA
PROJECT INFORMATIONPROJECT INFORMATION
NAME OF PROJECT:
ADDRESS:
PROPOSED USE:
OWNER / CONTACT PERSON:
GOVERNING CODES:
NAME OF PROJECT: FORT OGLETHORPE MUNICAPAL COURT RENOVATIONS
ADDRESS: 500 CITY HALL DRIVE, FORT OGLETHORPE, GEORGIA 30742
PROPOSED USE: MUNICIPAL COURT OPERATIONS
OWNER / CONTACT PERSON: PHILIP MINTON (706) 866-2544
2018 INTERNATIONAL BUILDING CODE
2018 INTERNATIONAL EXISTING BUILDING CODE
ICC A117.1-2011 ACCESSIBLE AND USABLE BUILDING AND FACILITIES
2018 INTERNATIONAL FIRE CODE
2018 INTERNATIONAL PLUMBING CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL FUEL AND GAS CODE
2020 NATIONAL ELECTRICAL CODE (NFPA 70)
2015 INTERNATIONAL ENERGY CONSERVATION CODE
2018 INTERNATIONAL PROPERTY MAINTENANCE CODE
2018 INTERNATIONAL EXISTING BUILDING CODE
2018 LIFE SAFETY CODE (NFPA 101)
COPYRIGHT NOTICE
THE DRAWINGS ARE THE
PROPERTY OF EDMUND GOODE
GARBEE, ARCHITECT. ANY USE,
REUSE, REPRODUCTION,
DISPLAY OR SALE OF THESE
DRAWINGS WITHOUT THE
EXPRESS WRITTEN CONSENT OF
THE ARCHITECT IS STRICTLY
PROHIBITED.
Copyright 2026 Edmund Goode Garbee Architect
Release Date:
Project No.:
C he st nu t S tre et , S ui te
, C ha tta no og a, T N p.
.3
.2 e m ai l:
ed ga rb ee ar ch ite ct ur e.
co m
Ed m un d Ga rb ee , A rc hi te ct
Edmund Goode Garbee Architect of Record is not responsible for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; and is no longer liable for the work where changes to these documents have been made.
6/
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Cover Sheet
T100
C ity
H al l D riv e Fo rt O gl et ho rp e G eo rg ia
C ou rt s R en ov at io n
Fo rt O gl et ho rp e
6/15/2026 25-001
1/4" = 1'-0"
General Notes
Fort Oglethorpe Courts Renovation
500 City Hall Drive Fort Oglethorpe, Georgia 30742
Sheet List
Sheet Number Sheet Name Current Revision
Current Revision Date
T100 Cover Sheet
LS-1.0 Building Code Summary and Life/Safety Plan
LS-1.1 Life/Safety Plan
D-1.1 Courts Demolition Floor Plan
D-1.2 Courts Ceiling Demolition Plans
A-1.1 Architectural Floor and Ceiling Plans
A-3.1 Courts Interior Elevations and Details
A-4.1 Door and Hardware Schedule and Details
A-5.1 Courts Finish Plan
M0.1 Mechanical Schedules & Notes
M0.2 Mechanical Details
M0.3 Mechanical Specs
M0.4 BAS Information
M1.1 New Construction HVAC Plans
M1.2 New Construction HVAC Roof Plan
M2.1 Demo HVAC Plans
P0.1 Plumbing Schedules, Notes & Details
P1.0 Plumbing Plans
P2.0 Roof Plumbing Plan
FP0.1 Fire Protection Details & Notes
FP0.2 Firestopping Details
FP1.1 Court Wing Fire Protection Plan
FP2.1 Court Wing Demo Fire Protection Plan
E0.1 Elect - Project Schedule and Notes
E0.2 Fire Alarm & Security Notes and Details
E0.3 Firestop Details
E0.4 Electrical Specifications
E1.1 Lighting Plan
E2.1 Power Plan
E2.2 Roof Power Plan
E3.1 Fire Alarm - Security Plans
ED1.1 Lighting Demolition Plan
ED2.1 Power Demolition Plan
ED2.2 Roof Power Demolition Plan
ED3.1 Fire Alarm - Security Demolition Plan
PROJECT DESIGN APPROACH:PROJECT DESIGN APPROACH:
PROJECT SCOPE OF WORK:PROJECT SCOPE OF WORK:
PHASE ONE CONSTRUCTION:
1) THE MUNICIPAL COURTS WILL VACATE THEIR EXISTING OFFICES AND RELOCATE TO AN
EXISTING WING OF THE BUILDING.
2) THE EXISTING WAITING AREA OUTSIDE THE NEW COURT AREA WILL BE REMODELED TO
PROVIDE ENHANCED SECURITY FEATURES WHICH INCLUDE BULLET PROOF INTERIOR GLAZING
AND MAGNETIC LOCKING DOOR HARDWARE WITH EMERGENCY EGRESS CAPABILITIES.
3) THE COURTS WILL MAINTAIN A 1 HOUR RATED SEPARATION BETWEEN ITSELF AND
ADJACENT DEPARTMENTS.
1/8" = 1'-0" 1 Building Data
THIS IS A RENOVATION OF A SEPARATED OCCUPANCY CONSISTING OF (2) TWO MAIN
OCCUPANCY TYPES WHICH INCLUDE TYPE B AND TYPE I-3. WORK BEING PERFORMED
DURING THE RENOVATION OF THE MUNICIPAL COURTS IS LIMITED TO TYPE B OCCUPANCY
AREAS WHICH CONSIST OF THE FOLLOWING DEPARTMENTS:
MUNICIPAL COURT - OCCUPANCY TYPE: B
THIS OCCUPANCY HAS BEEN REVIEWED UNDER THE IEBC SECTION 301.3.2 WORK AREA
COMPLIANCE METHOD, SECTION 603.1 ALTERATION - LEVEL 2.
1/8" = 1'-0"
Project Information
Revision Schedule
Rev.
Number Rev. Date Revision Description
DESIGNER OF RECORDDESIGNER OF RECORD
DESIGNER
ARCHITECTURAL
ELECTRICAL
PLUMBING
MECHANICAL
NAME
THOMAS L. MILLER
LICENSE # TELEPHONE #
423-364-2830
CIVIL / LANDSCAPE
SPRINKLER / STANDPIPE
EDMUND G. GARBEE III RA014690
423-698-6675
C. JEFFERY WESTBROOK
C. JEFFERY WESTBROOK
C. JEFFERY WESTBROOK
423-698-6675
423-698-6675 423-698-6675
CTI ENGINEERS
FIRE RESISTANCE RATINGS:FIRE RESISTANCE RATINGS:
FIRE RESISTANCE RATINGS OF BUILDING FIRE RESISTANCE RATINGS OF BUILDING
ELEMENTSELEMENTS
BEARING WALLS
EXTERIOR
INTERIOR
NONBEARING WALLS AND PARTITIONS
EXTERIOR
NONBEARING WALLS AND PARTITIONS
INTERIOR
REQUIRED REQUIRED
HOURLYHOURLY
FLOOR CONST. AND ASSOCIATED SECONDARY MEMBERS
ROOF CONST. AND ASSOCIATED SECONDARY MEMBERS
LIFE SAFETY SYSTEM:LIFE SAFETY SYSTEM:
EMERGENCY LIGHTING AND EXIT SIGNS
FIRE ALARM AND SMOKE DETECTOR SYSTEMS
PANIC HARDWARE
YES
YES
YES
EXIT REQUIREMENTS:EXIT REQUIREMENTS:
DEAD END LIMIT - MAXIMUM CONDITION ALLOWED:
TRAVEL DISTANCE TO EXIT - MAXIMUM CONTITION ALLOWED:
COMMON PATH OF TRAVEL:
50' (SECTION 1020.4)
OCCUPANCY TYPES A-3 : 250' (TABLE 1017.2)
OCCUPANCY TYPE B: 300' (TABLE 1017.2)
OCCUPANCY TYPE A-3: 75' (TABLE 1006)
OCCUPANCY TYPE B: 100'
OCCUPANCY CALCULATION
EXIT WIDTH REQUIRMENTS:
OCC. CLASS OCCUPANCY
BUSINESS (B) 1,257 SF NET 33
ASSEMBLY (A-3) LOBBY 1,499 SF NET 215
TOTAL OCCUPANCY: 341
STAIR CORRIDOR
N / A
ASSEMBLY (A-3) COURT RM 1,360 SF NET 92 FIXED SEATS 92
DOORS
341 OCC. LOAD x 0.2 = 68.2" - 104" PROVIDEDMIN. 44" - 60" PROVIDED
PRIMARY STRUCTURAL FRAME 0
TABLE 602:
OCCUPANCY
A, E I-1, I-3, I-4 I-2 R F-2, S-2, U B, F-1, M, S-1 H-1 H-2 H-3, H-4 H-5
A, E I-1, I-3, I-4 I-2 R F-2, S-2, U B, F-1, M, S-1 H-1 H-2 H-3, H-4 H-5
S NS NS NS NS NS NS NSS S S S S
N N NP NPN NP NP12 2 2 2 2 21 3 4 3
N N 2 NP 1 NP 1 2 1 2 NP NP 3 NP 2 NP 2 NP
N N 2 NP 2 NP 2 NP NP NP 3 NP 2 NP 2 NP
N 1 2 1 2 NP NP 3 NP 2 NP 2 NPN
N
N 1 2 NP NP 3 4 2 3 2 NP
NP NP 2 3
1 2 1 NPN
N
N NP NP NP NP NP NP
NP1NP1NPN
1 NP 1 NP
NPN
S NS S S S NS NS
NP
TABLE 508.4TABLE 508.4
REQUIRED SEPARATION OF OCCUPANCIES (HOURS)REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
AREA INCREASE CALCULATIONS: TYPE B OCCUPANCYAREA INCREASE CALCULATIONS: TYPE B OCCUPANCY
WIDTH LIMITS EQUATION 5-4:
W = (L1 x w1 + L2 x w2 + L3 x w3 . . .L66 x w66)/F F = 1,285 ft W = (35,906) / 1,285 W = 28
BUILDING AREA MODIFICATIONSBUILDING AREA MODIFICATIONS
EQUATION 5-1: Aa = At + (NS x If) Aa = 92,000 + (23,000 x 0.51) Aa = 103,730 SF
ALLOWABLE GROSS AREA FOR HOTEL: 103,730 SFALLOWABLE GROSS AREA FOR HOTEL: 103,730 SF
ACTUAL GROSS BUILDING AREA = 39,127 SFACTUAL GROSS BUILDING AREA = 39,127 SF
THIS BUILDING IS BEING SUBMITTED AS A NON-SEPARATED THIS BUILDING IS BEING SUBMITTED AS A NON-SEPARATED
OCCUPANCY PER SECTION 508.3.OCCUPANCY PER SECTION 508.3.
BUILDING AREA MODIFICATIONS:BUILDING AREA MODIFICATIONS:
IEBC SECTION 803 FIRE PROTECTIONIEBC SECTION 803 FIRE PROTECTION
1.1.
A.A.
B.B.
THE WORK AREA OF THIS PROJECT MEETS THE FOLLOWING CODE REQUIREMENTS:THE WORK AREA OF THIS PROJECT MEETS THE FOLLOWING CODE REQUIREMENTS:
SECTION 803.2.2 GROUPS A, B, E, F-1, H, I, M, R-1, R-2, R-4, S-1 AND S-2SECTION 803.2.2 GROUPS A, B, E, F-1, H, I, M, R-1, R-2, R-4, S-1 AND S-2 IN BUILDINGS WITH OCCUPANCIES IN GROUPS A, BA, B, E, F-1, H, I, M, R-1, R-2, R-4, S-1 AND S-2, WORK AREAS THAT HAVE EXITS OR CORRIDORS SHARED BY MORE THAN ONE TENANT OR THAT HAVE EXITS OR CORRIDORS SERVING AN OCCUPANT LOAD GREATER THAN 30 SHALL BE PROVIDED WITH AN AUTOMATIC SPRINKLER PROTECTION WHERE
ALL OF THE FOLLOWING CONDITIONS OCCUR:
THE WORK AREA IS REQUIRED TO BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION IN ACCORDANCE WITH THE IBC AS APPLICABLE TO NEW CONSTRUCTION; AND
THE WORK AREA EXCEEDS 50% OF THE FLOOR AREA.
IEBC SECTION 803.4 FIRE ALARM AND DETECTIONIEBC SECTION 803.4 FIRE ALARM AND DETECTION
1.
2.
THE WORK AREA OF THIS PROJECT MEETS THE FOLLOWING CODE REQUIREMENTS:THE WORK AREA OF THIS PROJECT MEETS THE FOLLOWING CODE REQUIREMENTS:
AN APPROVED FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 803.4.1 THROUGH 803.4.3. WHERE AUTOMATIC SPRINKLER PROTECTION IS PROVIDED IN ACCORDANCE WITH SECTION 803.2 AND IS CONNECTED TO THE BUILDING FIRE ALARM SYSTEM, AUTOMATIC HEAT DETECTION SHALL NOT BE REQUIRED.
AN APPROVED AUTOMATIC FIRE DETECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND NFPA 72. DEVICES, COMBINATIONS OF DEVICES, APPLIANCES, AND EQUIPMENT SHALL BE APPROVED. THE AUTOMATIC FIRE DETECTORS SHALL BE SMOKE DETECTORS, EXCEPT THAT AN APPROVED ALTERNATIVE TYPE OF DETECTOR SHALL BE INSTALLED IN SPACES SUCH AS BOILER ROOMS, WHERE PRODUCTS OF COMBUSTION ARE PRESENT DURING NORMAL OPERATION IN SUFFICIENT
QUANTITY TO ACTUATE A SMOKE DETECTOR.
SECTION 803.4.1 OCCUPANCY REQUIREMENTSSECTION 803.4.1 OCCUPANCY REQUIREMENTS
A FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS 803.4.1.1 THROUGH 803.4.1.6. EXISTING ALARM-NOTIFICATION APPLIANCES SHALL BE AUTOMATICALLY ACTIVATED THROUGHOUT THE BUILDING. WHERE THE BUILDING IS NOT EQUIPPED WITH A FIRE ALARM SYSTEM, ALARM-NOTIFICATION APPLIANCES WITHIN THE
WORK AREA SHALL BE PROVIDED AND AUTOMATICALLY ACTIVATED.
EXCEPTIONS:
OCCUPANCIES WITH AN EXISTING, PREVIOUSLY APPROVED FIRE ALARM SYSTEM.
WHERE SELECTIVE NOTIFICATION IS PERMITTED, ALARM-NOTIFICATION APPLICANCES SHALL BE AUTOMATICALLY ACTIVATED IN THE AREAS SELECTED.
OCCUPANCY CALCULATIONS:
FRONTAGE INCREASE EQUATION 5-5:
If = [F/P - 0.25]W/30 If = [1,285 / 1,620 - 0.25]28/30 If = 0.51
AREA OF BUILDING CONTAINED WITHIN COURTS RENOVATION = 5,322 SFAREA OF BUILDING CONTAINED WITHIN COURTS RENOVATION = 5,322 SF
STORAGE (S-2) FILES/CLOSET 195 SF NET 1
BUILDING CODE SUMMARY BUILDING CODE SUMMARY
20700 20700
20700
15945
FIRE EXTINGUISHER
SURFACE MOUNTED
EXTINGUISHER CABINET -
SECURE TO WALL PER
MANUF. INSTRUCTIONS
3'
- 6 " N
TS
FIRE EXTINGUISHER NOTESFIRE EXTINGUISHER NOTES
WALL MOUNTED EXTINGUISHER
1. PROVIDE AMEREX MODEL: B456 10# ABC FIRE EXTINGUISHERS.
2. CORRIDOR AND KITCHEN AS INDICATED IN PLAN ON SHEET LS-1.1
3. MOUNT TO WALL WITH MEDIUM FIRETECH METAL EXTINGUISHER CABINET
LOCATION #1
AMEREX B456 10# ABC
EXTINGUISHER
3 5/8" METAL STUD RUNNER
5/8" GYPSUM BOARD EA. SIDE
3 1/2" SOUND ATTENUATION BATT INSULATION
AT OFFICES AND CLASSROOMS
NON-BEARING WALL ASSEMBLYNON-BEARING WALL ASSEMBLY1
3 5/8" METAL STUD FRAMING @ 16" O/C WITH 5/8" GYPSUM BOARD FINISH ON
EACH SIDE.
SECTION
BOTTOM FACE OF ROOF DECK
ABOVE (UNLESS NOTED
OTHERWISE)
NOM. 5/8" DEEP SEALANT AROUND
PERIMETER OF BOTH SIDES OF PARTITION
SEE REFLECTED CEILING PLAN
FOR FINISH
BASE TRIM - SEE FINISH SCHEDULE
SEE REFLECTED CEILING PLAN FOR
FINISH
3 5/8" METAL STUD RUNNER
5/8" GYPSUM BOARD EA. SIDE
3 1/2" SOUND ATTENUATION BATT INSULATION
AT OFFICES AND CLASSROOMS
NON-BEARING WALL ASSEMBLY WITH PROJECTILE NON-BEARING WALL ASSEMBLY WITH PROJECTILE
RESISTANT FABRICRESISTANT FABRIC
3 5/8" METAL STUD FRAMING @ 16" O/C WITH 5/8" GYPSUM BOARD FINISH ON
EXTERIOR SET ON 7/8" RESILIENT CHANNELS AT 24" O/C WITH UL752 RATED
BULLET RESISTANT FABRIC BETWEEN CHANNELS. ONE LAYER OF 5/8" GYPSUM
BOARD ON INTERIOR SIDE.
SECTION
BOTTOM FACE OF ROOF DECK
ABOVE (UNLESS NOTED
OTHERWISE)
NOM. 5/8" DEEP SEALANT AROUND
PERIMETER OF BOTH SIDES OF PARTITION
SEE REFLECTED CEILING PLAN
FOR FINISH
BASE TRIM - SEE FINISH SCHEDULE
SEE REFLECTED CEILING PLAN FOR
FINISH
BULLET RESISTANT FABRIC SET
BETWEEN RESILIENT METAL CHANNELS
AT 24" O/C HORIZONTALLY
COPYRIGHT NOTICE
THE DRAWINGS ARE THE
PROPERTY OF EDMUND GOODE
GARBEE, ARCHITECT. ANY USE,
REUSE, REPRODUCTION,
DISPLAY OR SALE OF THESE
DRAWINGS WITHOUT THE
EXPRESS WRITTEN CONSENT OF
THE ARCHITECT IS STRICTLY
PROHIBITED.
Copyright 2026 Edmund Goode Garbee Architect
Release Date:
Project No.:
C he st nu t S tre et , S ui te
, C ha tta no og a, T N p.
.3
.2 e m ai l:
ed ga rb ee ar ch ite ct ur e.
co m
Ed m un d Ga rb ee , A rc hi te ct
Edmund Goode Garbee Architect of Record is not responsible for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; and is no longer liable for the work where changes to these documents have been made.
6/
/2
8:
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AM
Building Code Summary and Life/Safety Plan
LS-1.0
C ity
H al l D riv e Fo rt O gl et ho rp e G eo rg ia
C ou rt s R en ov at io n
Fo rt O gl et ho rp e
6/15/2026 25-001
1/8" = 1'-0"
Building Code Summary
1" = 1'-0"
Fire Extinguisher Notes
1 1/2" = 1'-0" 1 Wall Types
Revision Schedule
LIFE SAFETY LEGENDLIFE SAFETY LEGEND
WALL MOUNTED FIRE
EXTINGUISHER
FEC
OCCUPANCY CALCULATION TAG
PLAN SYMBOLS
B 500
OCCUPANCY TYPE
OCCUPANTS EXITING THROUGH ROOM
AREA SQ. FT.
OCCUPANT LOAD FACTOR
OCCUPANT LOAD PER ROOM
0.2x4=0.8" RQD
36" PVD
EGRESS WIDTH PER EXIT REQUIRED
ACTUAL EGRESS WIDTH PER EXIT
PROVIDED
TOTAL OCCUPANTS EXITING INTERIOR
SPACE
3 WALL TYPE CONSTRUCTION TAG
1 HR RATED WALL CONSTRUCTION
AREA OF NO WORK PERFORMED
GENERAL LIFE/SAFETY PLAN NOTES
1.
2.
3.
ROOM AREAS WITH A BUSINESS OCCUPANCY CLASS B TOTAL SF OR LESS
THAN 10% OF TOTAL AREA OF BUILDING LEVEL
CORRIDOR WALLS NOT REQUIRED TO BE CONSTRUCTED AS A RATED
ASSEMBLY PER TABLE 1020.1
ALL DOORS WITHIN EGRESS TRAVEL PATH FROM COURTS LOBBY PROVIDE
EMERGENCY EGRESS HARDWARE.
1499 SF
A-3
EGRESS TRAVEL DISTANCE = 176 FT
0.2 x 92 = 18.4" RQD.
36" PVD
99 SF
B
123 SF
B
122 SF
B
121 SF
B
238 SF
B
175 SF
B
314 SF
B
1360 SFA-3
0 S F
2B
EGRESS TRAVEL DISTANCE = 149 FT
FIXED
0.2 x 249 = 49.8" RQD.
72" PVD
20 SFS-1
EG
RE
SS
TR
AV
EL
DIS
TA
NC
E =
FT
CO
MM
ON
PA
TH
OF
TR
AV
EL
DIS
TA
NC
E =
FT
EGRESS TRAVEL DISTANCE = 167 FT
COMMON PATH OF TRAVL DISTANCE = 49 FT
COMMON PATH OF TRAVEL DISTANCE = 71 FT
COPYRIGHT NOTICE
THE DRAWINGS ARE THE
PROPERTY OF EDMUND GOODE
GARBEE, ARCHITECT. ANY USE,
REUSE, REPRODUCTION,
DISPLAY OR SALE OF THESE
DRAWINGS WITHOUT THE
EXPRESS WRITTEN CONSENT OF
THE ARCHITECT IS STRICTLY
PROHIBITED.
Copyright 2026 Edmund Goode Garbee Architect
Release Date:
Project No.:
C he st nu t S tre et , S ui te
, C ha tta no og a, T N p.
.3
.2 e m ai l:
ed ga rb ee ar ch ite ct ur e.
co m
Ed m un d Ga rb ee , A rc hi te ct
Edmund Goode Garbee Architect of Record is not responsible for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; and is no longer liable for the work where changes to these documents have been made.
6/
/2
8:
:1
AM
Life/Safety Plan
LS-1.1
C ity
H al l D riv e Fo rt O gl et ho rp e G eo rg ia
C ou rt s R en ov at io n
Fo rt O gl et ho rp e
6/15/2026 25-001
1/8" = 1'-0"
Life/Safety Legend
1/8" = 1'-0"
General Life/Safety Plan Notes
1/8" = 1'-0" 1 Life/Safety Plan
Revision Schedule
KEY PLAN
COURTS
RENOVATION
EXISTING HM WINDOW SYSTEM
TO BE REMOVED
EXISTING DOORS AND FRAMES
TO BE REMOVED
REMOVE EXISTING
SEATING CASWORK AND
STUB OUT ELECTRICAL
WORK DOWN TO BELOW
FLOOR FINISH TO ALLOW
CAPPING WITH COVER
PLATE
REMOVE CASEWORK AND
PLUMBING FIXUTRES - CAP
PLUMBING LINES AND SANITARY
BELOW FINISHED FLOOR SLAB AND
INSIDE WALL FRAMING
NO WORK TO BE PERFORMED IN
SHADED AREAS
1.
2.
GENERAL NOTE:GENERAL NOTE:
ALL AREAS RECEIVING DEMOLITION OF WALLS AND CEILINGS TO
INCLUDE REMOVAL OF EXISTING FLOOR FINISHES.
REMOVE LVT FLOOR FINISH BACK TO ALL DOOR OPENINGS SERVING
WAITING AREA (TYP.)
REMOVE WALLS AND
FLOORING THIS AREA
DRINKING FOUNTAINS TO
REMAIN IN OPERATION
OPEN UP WALL FOR
NEW TRANSACTION
WINDOWS
AL
L F
LO
OR
FIN
ISH
TO
BE
RE
MO
VE
D I N
CO
RR
IDO
R A
ND
LA
RG
E R
OO
M A
RE
AS
ALARM PANEL TO
BE RELOCATED
REMOVE GYP. BD. FINISH THIS
SIDE OF WALL AND EXPOSE
MTL. STUD FRAMING
REMOVE GYP. BD. FINISH
THIS SECTION OF WALL
AND EXPOSE MTL. STUD
FRAMING
EXISTING WINDOWS AND
THROUGH-WALL HVAC UNITS TO
BE REMOVED AND OPENING
INFILLED WITH FINISH MATERIALS
TO MATCH EXISTING ADJACENT
FINISHES
EXISTING POWER
PANELS TO REMAIN
ALL EXISTING WINDOWS THIS WALL TO
REMAIN IN PLACE - THROUGH-WALL
HVAC UNIT TO BE REMOVED AND
OPENING INFILLED WITH FINISH
MATERIALS TO MATCH EXISTING
ADJACENT FINISHES
ALL FLOOR FINISH THIS AREA
TO BE REMOVED DOWN TO
CONCRETE SLAB
REMOVE EXISTING DOMESTIC AND SANITARY
PLUMBING LINES FOR PREVIOUS WATER FOUNTAIN
AND CAP BELOW FINISHED FLOOR OR INSIDE WALL
FRAMING - CUT IN NEW CASED OPENING INTO
EXISTING WALL AND FINISH TO MATCH ADJACENT
SURFACES
EXISTING CASEWORK AND PLUMBING FIXTURES TO
REMAIN IN PLACE
EXTERIOR DOOR TO BE REMOVED - OPENING TO BE
CLOSED UP WITH MATERIALS MATCHING EXISTING
ADJACENT FRAMING AND FINISH (TYP.)
REMOVE BULLET-PROOF WINDOW OPENINGS
FROM THIS AREA AND REPAIR WALL TO MATCH
EXISTING ADJACENT FINISH
FLIP FRAME AND CHANGE SWING INTO
CORRIDOR - INSTALL NEW PANIC
HARDWARE WITH DETEX ECL-230D
EXIT ALARM SYSTEM
DOORS TO BE REMOVED - OPENING TO BE
CLOSED UP WITH MATERIALS MATCHING
EXISTING ADJACENT FRAMING AND FINISH
(TYP.)
REMOVE INTERIOR WALL AND REPAIR WALL OPENING TO
MATCH ADJACENT FINISH
PATCH EXISTING CEILNG WITH NEW MATERIAL TO
PROVIDE CONTINUOUS CEILING FINISH
PATCH FLOOR FINISH TO REMOVE ANY TRIP HAZARDS
REMOVE GLAZED OPENINGS
FROM THIS AREA AND REPAIR
WALL TO MATCH EXISTING
ADJACENT FINISH
DOOR TO BE REMOVED - OPENING TO BE
CLOSED UP WITH MATERIALS MATCHING
EXISTING ADJANCENT FRAMING AND FINISH
(TYP.)
AL
L F
LO
OR
FIN
ISH
W
ITH
IN
TH
IS
OF
FIC
E S
PA
CE
TO
RE
MA
IN
IN
PLA
CE
UN
LES
S I
NS
TRU
CT
ED
OT
HE
RW
ISE
BY
OW
NE
R
EXISTING THROUGH-WALL HVAC UNITS
LOCATED IN THIS EXISTING OFFICE SPACE TO
BE REMOVED AND OPENING INFILLED WITH
FINISH MATERIALS TO MATCH EXISTING
ADJACENT FINISHES - RECOVER PORTION OF
CARPETED FLOOR WITH NEW TO MATCH
EXISTING (TYP.)
GENERAL DEMOLITION NOTESGENERAL DEMOLITION NOTES
1. GENERAL DEMOLITION NOTES APPLY TO THE OVERALL TENANT SPACE HOWEVER SPECIFIC NOTES MAY BE INDICATED
ON THE DEMOLITION FLOOR PLAN.
2. CONTRACTOR TO LIMIT DEMOLITION TO IMMEDIATE AREA AFFECTED BY ITEM NOTED FOR DEMOLITION UNLESS NOTED
OTHERWISE.
3. ALL AREAS RECEIVING DEMOLITION OF WALLS AND CEILINGS TO INCLUDE REMOVAL OF EXISTING FLOOR FINISHES.
4. WHERE DEMOLITION REQUIRES EQUIPMENT TO BE REMOVED CONTRACTOR SHALL REPAIR REMAINING SURFACES (WALLS, FLOORS, ROOF STRUCTURE) TO PROVIDE A CLEAN SMOOTH SURFACE READY TO RECEIVE NEW FINISHES AS
NOTED ON FINISH SCHEDULE
5. REMOVE EXISTING LIGHTING FIXTURES THAT CONFLICT WITH NEW WALL LOCATIONS. SAVE FIXTURES FOR POSSIBLE
REUSE.
6. EXISTING PLUMBING FIXTURES TO REMAIN IN PLACE UNLESS NOTED OTHERWISE.
7. WHERE EXISTING PLUMBING FIXTURES HAVE BEEN REMOVED, CAP ABANDONED LINES AND/OR REMOVE TO PROVIDE
ROOM FOR NEW PLUMBING INSTALLATION.
8. ALL DOORS SHOWN ON DEMOLITION PLAN SHALL BE REMOVED AND STORED AT OWNER'S DIRECTION UNLESS NOTED
OTHERWISE.
9. WHERE EXISTING ELECTRICAL OUTLETS ARE LOCATED IN EXISTING ROOMS, REMOVE OUTLET COVERS AND PREPARE
WALL FOR NEW FINISHES.
10. CLEAN AND REPAIR ALL EXISTING WALL SURFACES AND PREPARE EXISTING SURFACE FOR APPLICATION OF NEW
FINISHES AS NOTED ON FINISH SCHEDULE.
11. REMOVE ALL EXISTING TILE FLOORING AND UNDERLAYMENT IN TOILETS. PREPARE SUB-FLOOR TO RECEIVE NEW
FINISHES.
12. WHERE EXISTING OPENINGS PENETRATE A WALL TO REMAIN, ALL OPENINGS ARE TO BE PATCHED WITH NEW
CONSTRUCTION TO MATCH FINISHED PRODUCT.
COPYRIGHT NOTICE
THE DRAWINGS ARE THE
PROPERTY OF EDMUND GOODE
GARBEE, ARCHITECT. ANY USE,
REUSE, REPRODUCTION,
DISPLAY OR SALE OF THESE
DRAWINGS WITHOUT THE
EXPRESS WRITTEN CONSENT OF
THE ARCHITECT IS STRICTLY
PROHIBITED.
Copyright 2026 Edmund Goode Garbee Architect
Release Date:
Project No.:
C he st nu t S tre et , S ui te
, C ha tta no og a, T N p.
.3
.2 e m ai l:
ed ga rb ee ar ch ite ct ur e.
co m
Ed m un d Ga rb ee , A rc hi te ct
Edmund Goode Garbee Architect of Record is not responsible for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; and is no longer liable for the work where changes to these documents have been made.
6/
/2
8:
:1
AM
Courts Demolition Floor Plan
D-1.1
C ity
H al l D riv e Fo rt O gl et ho rp e G eo rg ia
C ou rt s R en ov at io n
Fo rt O gl et ho rp e
6/15/2026 25-001
E W
S
N
1/64" = 1'-0"
Key Plan Courts
1/8" = 1'-0" 1 Courts Demolition Plan
1/4" = 1'-0"
General Demolition Notes
Revision Schedule
SD
SD
SD
SD
SD
SD
KEY PLAN
COURTS
RENOVATION
7' - 7 3/4"
EXISTING SOFFIT TO HAVE GYP. BOARD FINISH
REMOVED AND REPAIR OR REPLACE DAMAGED
FRAMING DUE TO WATER DAMAGE
REMOVE EXISTING GYP.
BD. CEILING AND
SUPPORT FRAMING,
LIGHT FIXTURES AND
ALL CEILING MOUNTED
DEVICES
REMOVE EXISTING GYP. BD.
CEILING AND SUPPORT
FRAMING, LIGHT FIXTURES AND
ALL CEILING MOUNTED
DEVICES
GYP. BD CEILING TO REMAIN
IN PLACE THESE ROOMS
REMOVE EXISTING SUSPENDED
CEILING, HANGER SYSTEM AND
LIGHT FIXTURES
REMOVE EXISTING SUSPENDED CEILING,
HANGER SYSTEM, LIGHT FIXTURES AND
ALL CEILING MOUNTED DEVICES
REMOVE EXISTING SUSPENDED
CEILING, HANGER SYSTEM, LIGHT
FIXTURES AND ALL CEILING MOUNTED
DEVICES THESE TWO AREAS
EXISTING CEILING TO REMAIN
UNDISTURBED THIS AREAEXISTING CEILING, LOW SOFFIT
AND ALL CEILING MOUNTED
DEVICES AND LIGHT FIXTURES TO
BE REMOVED
NO WORK THIS AREA
GENERAL DEMOLITION NOTESGENERAL DEMOLITION NOTES
1. GENERAL DEMOLITION NOTES APPLY TO THE OVERALL TENANT SPACE HOWEVER SPECIFIC NOTES MAY BE INDICATED
ON THE DEMOLITION FLOOR PLAN.
2. CONTRACTOR TO LIMIT DEMOLITION TO IMMEDIATE AREA AFFECTED BY ITEM NOTED FOR DEMOLITION UNLESS NOTED
OTHERWISE.
3. ALL AREAS RECEIVING DEMOLITION OF WALLS AND CEILINGS TO INCLUDE REMOVAL OF EXISTING FLOOR FINISHES.
4. WHERE DEMOLITION REQUIRES EQUIPMENT TO BE REMOVED CONTRACTOR SHALL REPAIR REMAINING SURFACES (WALLS, FLOORS, ROOF STRUCTURE) TO PROVIDE A CLEAN SMOOTH SURFACE READY TO RECEIVE NEW FINISHES AS
NOTED ON FINISH SCHEDULE
5. REMOVE EXISTING LIGHTING FIXTURES THAT CONFLICT WITH NEW WALL LOCATIONS. SAVE FIXTURES FOR POSSIBLE
REUSE.
6. EXISTING PLUMBING FIXTURES TO REMAIN IN PLACE UNLESS NOTED OTHERWISE.
7. WHERE EXISTING PLUMBING FIXTURES HAVE BEEN REMOVED, CAP ABANDONED LINES AND/OR REMOVE TO PROVIDE
ROOM FOR NEW PLUMBING INSTALLATION.
8. ALL DOORS SHOWN ON DEMOLITION PLAN SHALL BE REMOVED AND STORED AT OWNER'S DIRECTION UNLESS NOTED
OTHERWISE.
9. WHERE EXISTING ELECTRICAL OUTLETS ARE LOCATED IN EXISTING ROOMS, REMOVE OUTLET COVERS AND PREPARE
WALL FOR NEW FINISHES.
10. CLEAN AND REPAIR ALL EXISTING WALL SURFACES AND PREPARE EXISTING SURFACE FOR APPLICATION OF NEW
FINISHES AS NOTED ON FINISH SCHEDULE.
11. REMOVE ALL EXISTING TILE FLOORING AND UNDERLAYMENT IN TOILETS. PREPARE SUB-FLOOR TO RECEIVE NEW
FINISHES.
12. WHERE EXISTING OPENINGS PENETRATE A WALL TO REMAIN, ALL OPENINGS ARE TO BE PATCHED WITH NEW
CONSTRUCTION TO MATCH FINISHED PRODUCT.
COPYRIGHT NOTICE
THE DRAWINGS ARE THE
PROPERTY OF EDMUND GOODE
GARBEE, ARCHITECT. ANY USE,
REUSE, REPRODUCTION,
DISPLAY OR SALE OF THESE
DRAWINGS WITHOUT THE
EXPRESS WRITTEN CONSENT OF
THE ARCHITECT IS STRICTLY
PROHIBITED.
Copyright 2026 Edmund Goode Garbee Architect
Release Date:
Project No.:
C he st nu t S tre et , S ui te
, C ha tta no og a, T N p.
.3
.2 e m ai l:
ed ga rb ee ar ch ite ct ur e.
co m
Ed m un d Ga rb ee , A rc hi te ct
Edmund Goode Garbee Architect of Record is not responsible for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; and is no longer liable for the work where changes to these documents have been made.
6/
/2
8:
:1
AM
Courts Ceiling Demolition Plans
D-1.2
C ity
H al l D riv e Fo rt O gl et ho rp e G eo rg ia
C ou rt s R en ov at io n
Fo rt O gl et ho rp e
6/15/2026 25-001
Revision Schedule
Rev.
Number Rev. Date Revision Description
E W
S
N
1/64" = 1'-0"
Key Plan Courts
1/8" = 1'-0" 1 Courts Ceiling Demolition
1/4" = 1'-0"
General Demolition Notes
SD
SD
SD
SD
KEY PLAN
COURTS
RENOVATION
LobbyLobby 150150
Clerk's OfficeClerk's Office 168168
File StorageFile Storage 169169
Johnnie's OfficeJohnnie's Office 170170
JudgeJudge 172172
Waiting/AttorneyWaiting/Attorney 174174
SolicitorSolicitor 175175
ProbationProbation 176176
SolicitorSolicitor 177177
Break RoomBreak Room 178178
BathroomBathroom 179179
8' - 7"
7' - 0"
CorridorCorridor 181181
Court RoomCourt Room 173173
HallwayHallway 182182
HR/CindyHR/Cindy 183183
150X
181X
168X
171X
172X
173Y
173X
173Z
175X
176X
177X
174X
178X
179X
INFILL OPENINGS WHERE
WINDOWS HAVE BEEN REMOVED
WITH NEW GYP. BD. FINISH TO
MATCH EXISTING (TYP.)
INFILL OPENINGS WHERE WINDOWS AND
ALARM PANEL HAVE BEEN REMOVED
WITH GYP. BD. FINISH TO MATCH
EXISTING (TYP.)
5' - 5/8
2' - 0"
2' - 0"
11' - 6"
2' - 0" 2' - 0"
27' - 1"
10' - 0"
2' - 0"
2' - 0"
8' - 3"
8' - 3"
8' - 0"
A-3.1
2 3
A-3.1
A-3.1
NO WORK TO BE
PERFORMED IN SHADED
AREAS
8' - 6"
2' - 1"
5/8" GYP. BOARD FINISH OVER
LEVEL 3 BULLET RESISTANT
FABRIC ATTACHED TO EXISTING
METAL STUD FRAMING
5/8" GYP. BOARD FINISH
OVER LEVEL 3 BULLET
RESISTANT FABRIC
ATTACHED TO EXISTING
METAL STUD FRAMING
150Y5' -
EXISTING BULLET RESISTANT
TRANSACTION WINDOWS TO
BE REUSED
150A
150B
150C
152X
KNEE WALLS IN FRONT OF
JUDGES' BENCH TO BE 30" HIGH
JUDGES AND COURT REPORTER
BENCHES TO BE PROVIDED BY OWNER
10'
- 0
2' - 6"
13' - 1 5/8"
5' - 2"
13'
- 4 1/4
18'
- 6 1/4
10' - 1 13/16"
12' - 10"
174Y
156X
151X
COURTROOM SEATING BY OWNER
2' - 7" 2' - 7"
4' - 0"
ClosetCloset 156156
156Y
2' - 0"
2' - 0"
2' - 0"
8' - 0"
8' - 0"
A-3.1
8' - 6"
9' - 6"
9' - 0"
8' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"NEW CEILING AREA
AND SUSPENSION
SYSTEM TO MATCH
HEIGHT OF EXISTING
9' - 0"
EXISTING SPRINKLER HEADS ARE SHOWN IN
APPROXIMATE EXISTING LOCATIONS -
CONTRACTOR TO ADJUST POSITION FOR NEW
LIGHT FIXTURES TO AVOID SPRINKLER
RELOCATION
EXISTING SPRINKLER HEADS ARE SHOWN IN
APPROXIMATE EXISTING LOCATIONS -
CONTRACTOR TO ADJUST POSITION FOR NEW
CEILING AND ASSOCIATED FIXTURES (TYP.)
9' - 6"
9' - 0"
3' - 1"
ARMSTRONG 5404F01W1 NATURAL
VARIATIONS LIGHT CHERRY 2x2
WOOD LAY-IN CEILING TILE
2 FT WIDE GYP BOARD SOFFIT
9' - 5"
10' - 0"
A-5.1
EXHAUST DIFFUSER
SUSPENDED ACOUSTICAL TILE CEILING WITH SURFACE
MOUNTED SPEAKER
RECESSED LIGHT FIXTURE
REFLECTED CEILING LEGEND
WALL MOUNTED ILLUMINATED EXIT SIGN
WALL MOUNTED EMERGENCY LIGHTING
HVAC RETURN DIFFUSER
HVAC SUPPLY DIFFUSER
GYPSUM BOARD FINISHED CEILING
9' - 0" FINISHED CEILING HEIGHT
NO WORK THIS AREA
FIRE PROTECTION SPRINKLER HEAD
PLAN LEGEND
DOOR SCHEDULE TAG
WALL TYPE TAG1
INTERIOR WALL CONSTRUCTION
A301
119X
FE
WALL MOUNTED FIRE EXTINGUISHER
DETAIL SECTION TAG WITH SHEET
NUMBER
A301
LARGE SCALE PLAN TAG
Storage
ROOM NUMBER AND NAME TAG
A-2.1
EXTERIOR ELEVATION TAG
A-2.1 INTERIOR ELEVATION TAG
INTERIOR WALL CONSTRUCTION WITH
BATT INSULATION
MATCHLINE
COPYRIGHT NOTICE
THE DRAWINGS ARE THE
PROPERTY OF EDMUND GOODE
GARBEE, ARCHITECT. ANY USE,
REUSE, REPRODUCTION,
DISPLAY OR SALE OF THESE
DRAWINGS WITHOUT THE
EXPRESS WRITTEN CONSENT OF
THE ARCHITECT IS STRICTLY
PROHIBITED.
Copyright 2026 Edmund Goode Garbee Architect
Release Date:
Project No.:
C he st nu t S tre et , S ui te
, C ha tta no og a, T N p.
.3
.2 e m ai l:
ed ga rb ee ar ch ite ct ur e.
co m
Ed m un d Ga rb ee , A rc hi te ct
Edmund Goode Garbee Architect of Record is not responsible for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; and is no longer liable for the work where changes to these documents have been made.
6/
/2
8:
:1
AM
Architectural Floor and Ceiling Plans
A-1.1
C ity
H al l D riv e Fo rt O gl et ho rp e G eo rg ia
C ou rt s R en ov at io n
Fo rt O gl et ho rp e
6/15/2026 25-001
1/64" = 1'-0"
Key Plan Courts
E W
S
N
1/8" = 1'-0" 1 Courts Architectural Plan
1/8" = 1'-0" 2 Courts Reflected Ceiling Plan
1/4" = 1'-0"
Reflected Ceiling Legend
1/4" = 1'-0"
Plan Legend
Revision Schedule
NEW EGRESS
DOORS BEYOND
EXISTING DOORS TO
REMAIN IN PLACE
EXISTING BULLET RESISTANT
TRANSACTION WINDOWS
RELOCATED AND REUSED
4'
- 0
3'
- 2
8' - 0"8' - 0"
NEW VINYL BASE TRIM
3'
- 4
36"W x 36"H QUICKSERVE
SPEAKAROUND WINDOW
SYSTEM (3 UNITS)
PLASTIC LAMINATE COUNTER
AND APRON
V.I.F. MATCH WINDOW OPENING DOCUMENT STORAGE BY OWNER
3'
- 4
2'
- 1 0"
36"W x 36"H QUICKSERVE
SPEAKAROUND WINDOW
SYSTEM WITH BULLET
RESISTANT DEAL TRAY
4" VINYL BASE TRIM
2' - 1"
3'
- 4
PLASTIC LAMINATE
COUNTER AND APRON
8' - 6" 36W x 36H QUICKSERVE
SPEAKAROUND WINDOW UNIT WITH
BULLET RESISTANT DEAL TRAY
36"W x 36"H QUICKSERVE
SPEAKAROUND WINDOW UNIT WITH
BULLET RESISTANT DEAL TRAY
3'
- 4
4" VINYL BASE TRIM
4"
2' - 1"
3"
2' - 0"
4"
SE
E
EL
EV
AT
IO
NS
1 1 /2
1/4
7/ 8"
1/4
ALL INTERIOR FACES TO BE BED
FACED MELAMINE
COUNTER-SUNK SINK BASIN-SEE PLUMBING
SPECS
SE
E
EL
EV
AT
IO
NS
1' - 1 1/4"
WOOD BLOCKING.
CABINETS MOUNTED
AND SCREWED TO
PARTITION.
3/4" MELAMINE COMPOSITION PANEL
3/4" SHELVES MELAMINE BOTH SIDES
3/4" SUBSTRATE DOOR WITH PLASTIC
LAMINATE ON ALL EXPOSED SURFACES
ALL INTERIOR FACES TO BE BED FACED
MELAMINE
SPACER PAINT TO
MATCH CABINET
4"
2' - 1"
3 1/16"
2' - 0"
4"
3/4" SUBSTRATE WITH
PLASTIC LAMINATE ON
ALL EXPOSED SURFACES
3/4" DRAWER BODY (MELAMINE
FINISH BOTH SIDES)
ALL INTERIOR FACES TO BE BED
FACED MELAMINE
VINYL BASE TO MATCH
FINISH ON INTERIOR
WALLS
3/4" SUBSTRATE DOOR
(MELAMINE FINISH BOTH SIDES)
3/4" SUBSTRATE DOOR
(PLASTIC LAMINATE FINISH ON
ALL SURFACES) SE
E
EL
EV
AT
IO
NS
1 1 /2
1/4
1/4
SCRIBE SPLASH TO WALL
SE
E
EL
EV
AT
IO
NS
1' - 1 1/4"
WOOD BLOCKING.
CABINETS MOUNTED
AND SCREWED TO
PARTITION.
3/4" MELAMINE COMPOSITION PANEL
3/4" SHELVES MELAMINE BOTH SIDES
3/4" SUBSTRATE DOOR WITH PLASTIC
LAMINATE ON ALL EXPOSED SURFACES
ALL INTERIOR FACES TO BE BED FACED
MELAMINE
SPACER PAINT TO
MATCH CABINET
REF.
N.I.C.
2'
- 6
1' -
3'
- 0
2' - 9" 2' - 9" 2' - 9"
PLAS. LAM. FINISHED WALL
CABINETS WITH ADJUSTABLE
INTERIOR SHELVING
PLAS. LAM. FINISHED BASE
CABINETS
SOLID SURFACE COUNTERTOP
AND BACKSPLASH
STAINLESS STEEL DOUBLE
BOWL SINK
COPYRIGHT NOTICE
THE DRAWINGS ARE THE
PROPERTY OF EDMUND GOODE
GARBEE, ARCHITECT. ANY USE,
REUSE, REPRODUCTION,
DISPLAY OR SALE OF THESE
DRAWINGS WITHOUT THE
EXPRESS WRITTEN CONSENT OF
THE ARCHITECT IS STRICTLY
PROHIBITED.
Copyright 2026 Edmund Goode Garbee Architect
Release Date:
Project No.:
C he st nu t S tre et , S ui te
, C ha tta no og a, T N p.
.3
.2 e m ai l:
ed ga rb ee ar ch ite ct ur e.
co m
Ed m un d Ga rb ee , A rc hi te ct
Edmund Goode Garbee Architect of Record is not responsible for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; and is no longer liable for the work where changes to these documents have been made.
6/
/2
8:
:1
AM
Courts Interior Elevations and Details
A-3.1
C ity
H al l D riv e Fo rt O gl et ho rp e G eo rg ia
C ou rt s R en ov at io n
Fo rt O gl et ho rp e
6/15/2026 25-001
1/4" = 1'-0" 1 Lobby 150
1/4" = 1'-0" 2 Clerk's Office 168 NW
1/4" = 1'-0" 3 Clerk's Office 168 NE
1/4" = 1'-0" 4 Corridor 181
3/4" = 1'-0" 6 Section @ Sink Cabinet
3/4" = 1'-0" 7 Section @ Work Counter
1/4" = 1'-0" 5 Breakroom 178
Revision Schedule
HARDWARE SCHEDULE
TYPE 1: STORAGE
A. 1 1/2 PAIR HAGER BALL BEARING BB1279-4 1/2 x 4 1/2 x US26D
B. 1 SCHLAGE AL80PD SAT (STOREROOM LOCK), US26D FINISH
C. 3 GLYNN JOHNSON SILENCERS
D. 1 BALDWIN 4010 FLOOR STOP
TYPE 2: TOILET (PRIVACY)
A. 1 1/2 PAIR HAGER BALL BEARING BB1279-4 1/2 x 4 1/2 x US26D
B. 1 SCHLAGE AL40S SAT (PRIVACY LOCK), US26D FINISH
C. 3 GLYNN JOHNSON SILENCERS
D. 1 IVES #407 1/2 US26D FINISH WALL STOP - WHERE REQUIRED
TYPE 3: OFFICE
A. 1 1/2 PAIR HAGER BALL BEARING BB1279-4 1/2 x 4 1/2 x 626
B. 1 SCHLAGE AL50PD SAT (ENTRANCE, OFFICE), US26D FINISH
C. 3 GLYNN JOHNSON SILENCERS
D. 1 IVES #407 1/2 US26D FINISH WALL STOP
TYPE 4: PASSAGE LATCH
A. 1 1/2 PAIR HAGER BALL BEARING BB1279-4 1/2 x 4 1/2 x US26D
B. 1 SCHLAGE AL10S SAT (PASSAGE LATCH), US26D FINISH
C. 3 GLYNN JOHNSON SILENCERS
D. 1 BALDWIN 4010 FLOOR STOP
TYPE 5: STOREFRONT (DOUBLE DOORS)
A. 2 PAIR IVES #7215-INT INTERMEDIATE OFFSET PIVOTS
B. 1 PAIR JACKSON 2086 CONCEALED ROD EXIT DEVICE
F. 1 PAIR BOTTOM DOOR SWEEPS
G. 2 LCN 4040XP SURFACE CLOSERS WITH ADJUSTABLE HOLD-OPEN
H. 1 PER DOOR CO-12 PULL
J. 1 KAWNEER A 1/2"x6-3/4" ALUMINUM MILL FINISH THRESHOLD
TYPE 6: EXISTING FOB OPERATED
DOORS TAGGED WITH THIS SET HAVE AN EXISTING SYSTEM THAT WILL BE
RECONFIGURED BY THE OWNER.
TYPE 7: KEY FOB OPERATED (DOUBLE DOORS)
A. 3 PAIR HAGER BALL BEARING BB1279-4 1/2 x 4 1/2 x US26D
B. FOB OPERATED LOCKING HARDWARE SELECTED BY OWNER
C. 3 GLYNN JOHNSON SILENCERS
D. 2 LCN 4040XP SURFACE CLOSERS WITH ADJUSTABLE HOLD-OPEN
TYPE 8: KEY FOB OPERATED (SINGLE DOOR)
A. 1 1/2 PAIR HAGER BALL BEARING BB1279-4 1/2 x 4 1/2 x US26D
B. FOB OPERATED LOCKING HARDWARE SELECTED BY OWNER
C. 3 GLYNN JOHNSON SILENCERS
D. 2 LCN 4040XP SURFACE CLOSERS WITH ADJUSTABLE HOLD-OPEN
TYPE 9: BI-FOLDING
A. HEAVY-DUTY TOP RAIL
B. HEAVY-DUTY HARDWARE SET
TYPE 10: PASSAGE (ONE WAY)
A. 1 1/2 PAIR HAGER BALL BEARING BB1279-4 1/2 x 4 1/2 x US26D
B. 1 SCHLAGE AL25D SAT (EXIT LOCK), US26D FINISH (COURTROOM SIDE)
C. 3 GLYNN JOHNSON SILENCERS
D. 1 IVES #407 1/2 US26D FINISH WALL STOP
TYPE EX: EXISTING HARDWARE SET
DOORS TAGGED WITH THIS SET HAVE EXISTING HARDWARE IN PLACE AN
WILL REMAIN UNCHANGED
D1
SE
E
SC
HE
D
SOLID CORE WOOD, PLAIN
SLICED WHITE BIRCH (NATURAL
TRANSPARENT STAIN)
SEE SCHED.
D2
STOREFRONT 1 3/4" CLEAR
ANODIZED ALUMINUM DOOR
WITH TEMPERED GLAZING (L)
(L)(L)
SEE SCHED.
SE
E
SC
HE
D.
D3
PAIR SOLID CORE WOOD, PLAIN
SLICED WHITE BIRCH (NATURAL
TRANSPARENT STAIN)
SEE SCHED.
SE
E
SC
HE
D.
EX
EXISTING DOOR(S) TO REMAIN IN USE
D4
SE
E
SC
HE
D
BI-FOLDING WOOD DOORS
SEE SCHEDULE
D5
SE
E
SC
HE
D
SOLID CORE WOOD, PLAIN
SLICED WHITE BIRCH (NATURAL
TRANSPARENT STAIN) WITH
VIEW PANEL
SEE SCHED.
METAL THRESHOLD - DARK
BRONZE ANODIZED
(THERMALLY BROKEN)
SEALANT AND BACKER ROD @
CONCRETE SLAB JOINT
HOLLOW METAL DOOR
INTERIOR FLOOR FINISH
7 SILL
SEE WALL TYPE SEE WALL TYPE
5/8" GYP. BD.
CAULK (TYP.)
MTL. STUD FRAMING
5/8" GYP. BD.
DOUBLE STUD
HEADER
CLIP IN FRAME
ANCHOR
1 HEAD 2 JAMB
SEE WALL TYPE SEE WALL TYPE
5/8" GYP. BD.
CAULK (TYP.)
MTL. STUD FRAMING
5/8" GYP. BD.
DOUBLE STUD
HEADER
CLIP IN FRAME
ANCHOR
3 HEAD 4 JAMB
2"2" 2" 2"
EXISTING METAL STUD FRAMED
WALL WITH EIFS EXTERIOR
NEW ALUMINUM FRAMED
STOREFRONT DOOR JAMB
5 HEAD 6 JAMB
NEW ALUMINUM
FRAMED
STOREFRONT
HEAD
EXISTING EIFS
EXTERIOR FINISH
ON METAL STUD
FRAMING
ALUMINUM
THRESHOLD PROVIDED
BY STOREFRONT
MANUFACTURER
COPYRIGHT NOTICE
THE DRAWINGS ARE THE
PROPERTY OF EDMUND GOODE
GARBEE, ARCHITECT. ANY USE,
REUSE, REPRODUCTION,
DISPLAY OR SALE OF THESE
DRAWINGS WITHOUT THE
EXPRESS WRITTEN CONSENT OF
THE ARCHITECT IS STRICTLY
PROHIBITED.
Copyright 2026 Edmund Goode Garbee Architect
Release Date:
Project No.:
C he st nu t S tre et , S ui te
, C ha tta no og a, T N p.
.3
.2 e m ai l:
ed ga rb ee ar ch ite ct ur e.
co m
Ed m un d Ga rb ee , A rc hi te ct
Edmund Goode Garbee Architect of Record is not responsible for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; and is no longer liable for the work where changes to these documents have been made.
6/
/2
8:
:1
AM
Door and Hardware Schedule and Details
A-4.1
C ity
H al l D riv e Fo rt O gl et ho rp e G eo rg ia
C ou rt s R en ov at io n
Fo rt O gl et ho rp e
6/15/2026 25-001
1/4" = 1'-0"
Hardware Schedule
1/4" = 1'-0" 1 Door Types
1 1/2" = 1'-0" 2 Door Details
Courts Door Schedule
Mark Type Mark Width Height Thickness
Hardware Schedule
Head Detail
Jamb Detail Sill Detail Comments
150A D19 7' - 0" 7' - 0" 1 3/4" 6 Existing Door
150B EX 3' - 0" 7' - 0" 1 3/4" EX Existing Door
150C EX 3' - 0" 7' - 0" 1 3/4" EX Existing Door
150X D3 5' - 8" 7' - 0" 1 3/4" 7 1 2
150Y D2 5' - 8" 7' - 0" 1 3/4" 5 5 6 5
151X EX 3' - 0" 7' - 0" 1 3/4" EX Existing Door
152X EX 3' - 0" 7' - 0" 1 3/4" EX Existing Door
156X D4 3' - 0" 7' - 0" 1 1/2" 9 3 4
156Y D4 3' - 0" 7' - 0" 1 1/2" 9 3 4
168X EX 3' - 8" 7' - 0" 1 3/4" 8 Existing Door
171X D5 3' - 0" 7' - 0" 1 3/4" 3 1 2
172X D1 3' - 0" 7' - 0" 1 3/4" 3 1 2
173X D3 5' - 8" 7' - 0" 1 3/4" 7 1 2
173Y D1 3' - 0" 7' - 0" 1 3/4" 8 1 2
173Z EX 3' - 0" 7' - 0" 1 3/4" Panic Hardware Existing Door
174X D1 3' - 0" 7' - 0" 1 3/4" 3 1 2
174Y D1 3' - 0" 7' - 0" 1 3/4" 10 1 2
175X D1 3' - 0" 7' - 0" 1 3/4" 4 1 2
176X D1 3' - 0" 7' - 0" 1 3/4" 4 1 2
177X D1 3' - 0" 7' - 0" 1 3/4" 4 1 2
178X EX 3' - 8" 7' - 0" 1 3/4" 1 Existing Door
179X EX 2' - 8" 7' - 0" 1 3/4" EX Existing Door
181X EX 7' - 0" 7' - 0" 1 3/4" 6 Existing Door
Revision Schedule
KEY PLAN
COURTS
RENOVATION
ALL EXISTING INTERIOR
FINISHES TO REMAIN
FF-2/FF-3 BF-1
WF-1
CF-2
FF-2 BF-1
WF-1
CF-1
FF-2 BF-1
WF-1
CF-1
FF-2 BF-1
WF-1
CF-1
FF-2 BF-1
WF-1
CF-1
FF-4 BF-1
WF-1
CF-1
FF-2 BF-1
WF-1
CF-1
FF-2 BF-1
WF-1
CF-1
FF-2 BF-1
WF-1
CF-1
FF-2 BF-1
WF-1
CF-1
FF-2 BF-1
WF-1
Ex
Ex Ex Ex
Ex
FF-4 BF-1
WF-1
Ex
FF-2 BF-1
WF-1
CF-1
WHERE OPENING IN WALL IS
CLOSED UP, FINISH SHALL MATCH
ADJACENT SURFACE7' - 9 11/16"
20' - 0"
8' - 27/
0"
FURNISHING SHOWN CONCEPTUALLY
CEILING FINISH ABOVE
SEATING AREA TO CF-4
FINISH PLAN LEGENDFINISH PLAN LEGEND
EXISTING
CPT-1 B-2
PT-1
ROOM FINISH TAG
CEILING FINISH
BASE FINISH
WALL FINISH
ROOM NUMBER
FLOOR FINISH
WT - 1 LENGTH OF WALL TO
RECEIVE FINISH TYPE
PORCELAIN TILE
CARPET 1
LVT PLANK
TD-1
FINISH TRANSITION
SECTION CUT AND
DETAIL NUMBER
(DETAILS ON SHT. A6.6)
FINISHES TAG LEGEND
FLOOR FINISH TYPES:
FF - 1: FLOOR FINISH (H&C CLARISHIELD WATER BASED CLEAR SEALER)
FF - 2: FLOOR FINISH (CARPET TILE) 18x18 OWNER APPROVED - CONTRACTOR INSTALLED
FF - 3: FLOOR FINISH (PORCELAIN TILE) OWNER APPROVED - CONTRACTOR INSTALLED
FF - 4: FLOOR FINISH (LUXURY VINYL TILE) OWNER APPROVED - CONTACTOR INSTALLED
BASE TRIM TYPES:
BF - 1: BASE FINISH - CAFETERIA (ROPPE 700 SERIES) 150 DARK GRAY
WALL FINISH TYPES:
WF - 1: WALL FINISH (SHERWIN WILLIAMS PAINT) OWNER APPROVED COLOR
CEILING FINISH TYPES:
CF - 1: CEILING FINISH (ARMSTRONG ULTIMA 1912HRC 24x48x3/4 BEVELED TEGULAR 15/16) CF - 2: CEILING FINISH (ARMSTRONG ULTIMA 1912HRC 24x24x3/4 BEVELED TEGULAR 15/16)
CF - 3: CEILING FINISH (5/8" GYPSUM BOARD) PAINTED
CF - 4: CEILING FINISH (ARMSTRONG 5404F01W1 NATURAL VARIATIONS LIGHT CHERRY
2x2 WOOD LAY-IN
CEILING SUSPENSION SYSTEM TO BE ARMSTRONG PRELUDE XL HRC (COLOR: WHITE)
Ex: DENOTES EXISTING FINISH MATERIAL TO REMAIN IN PLACE.
GENERAL FINISH NOTES:
1.
2.
3.
ALL FINAL FINISH MATERIALS TO BE APPROVED BY OWNER - INSTALLED BY
CONTRACTOR UNLESS NOTED OTHERWISE.
CONTRACTOR TO PROVIDE PAINT COLOR SAMPLE CHAIN FOR OWNER
SELECTION AND APPROVAL.
ALL TILE SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION -
PROVIDE SAMPLE INSTALL FOR OWNER REVIEW.
1"
7"
2' - 0"
CEILING FINISH CF-4
CEILING FINISH CF-2
1/2" GYP. BD. FINISH
RETURN 1/2" GYP. BD. FINISH
UP FACE OF STUD FRAMING
TO MIN. 4" ABOVE HIGHER
FINISHED CEILING
EXTEND STUD FRAMING TO
ROOF DECK
COPYRIGHT NOTICE
THE DRAWINGS ARE THE
PROPERTY OF EDMUND GOODE
GARBEE, ARCHITECT. ANY USE,
REUSE, REPRODUCTION,
DISPLAY OR SALE OF THESE
DRAWINGS WITHOUT THE
EXPRESS WRITTEN CONSENT OF
THE ARCHITECT IS STRICTLY
PROHIBITED.
Copyright 2026 Edmund Goode Garbee Architect
Release Date:
Project No.:
C he st nu t S tre et , S ui te
, C ha tta no og a, T N p.
.3
.2 e m ai l:
ed ga rb ee ar ch ite ct ur e.
co m
Ed m un d Ga rb ee , A rc hi te ct
Edmund Goode Garbee Architect of Record is not responsible for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; and is no longer liable for the work where changes to these documents have been made.
6/
/2
8:
:2
AM
Courts Finish Plan
A-5.1
C ity
H al l D riv e Fo rt O gl et ho rp e G eo rg ia
C ou rt s R en ov at io n
Fo rt O gl et ho rp e
6/15/2026 25-001
1/64" = 1'-0"
Key Plan Courts
E W
S
N
1/8" = 1'-0" 1 Courts Finish Plan
1/4" = 1'-0"
Finish Plan Legend
Courts Room Finish Schedule
Number Name Area Floor Finish
Base Finish
Wall Finish
Ceiling Finish Comments
150 Lobby 1499 SF FF-2/FF-3 BF-1 WF-1 CF-2
156 Closet 20 SF
168 Clerk's Office 314 SF FF-2 BF-1 WF-1 CF-1
169 File Storage 175 SF FF-2 BF-1 WF-1 CF-1
170 Johnnie's Office 238 SF FF-2 BF-1 WF-1 CF-1
172 Judge 99 SF FF-2 BF-1 WF-1 CF-1
173 Court Room 1360 SF FF-4 BF-1 WF-1 CF-1
174 Waiting/Attorney 186 SF FF-2 BF-1 WF-1 CF-1
175 Solicitor 123 SF FF-2 BF-1 WF-1 CF-1
176 Probation 122 SF FF-2 BF-1 WF-1 CF-1
177 Solicitor 121 SF FF-2 BF-1 WF-1 CF-1
178 Break Room 240 SF FF-2 BF-1 WF-1 Ex
179 Bathroom 42 SF Ex Ex Ex Ex
180 Storage Not Placed FF-2 BF-1 WF-1 CF-1
181 Corridor 362 SF FF-4 BF-1 WF-1 Ex
182 Hallway 247 SF FF-2 BF-1 WF-1 CF-1
183 HR/Cindy 465 SF Ex Ex Ex Ex
1/8" = 1'-0"
Finishes Tag Legend
1" = 1'-0" 2 Section @ Lobby Soffit
Revision Schedule
1. All mechanical work shall be done in accordance with all state and local laws and ordinances and in a manner satisfactory to the authority having jurisdiction. It shall be the responsibility of the Mechanical contractor to obtain all required permits, inspections and pay all applicable fees.
2. The mechanical contractor shall coordinate the routing of ductwork with other trades and ensure there is available space for all involved occupations before fabrication of ductwork begins. Ductwork sizes noted on mechanical plans are net clear inside dimensions.
3. The mechanical contractor shall not pass ductwork, piping, or place mechanical equipment directly over any electrical panels or electrical equipment. Coordinate with the electrical contractor to maintain clearances as required by codes.
4. Fire dampers are required where ductwork penetrates a one or more hour fire resistance rated assembly. [International Mechanical Code section 607 and International Building code 716.5]. Fire dampers may be omitted in 1-hour rated fire partitions where the duct penetrating the wall is not larger than 100 in², the duct does not terminate at a wall register, steel duct material is at least 0.0217 in. Thick, and the duct is located above a ceiling [International Building Code 716.5.4 and International Mechanical Code 607.5.3]. Fire dampers are also required where ducts pass through fire rated floor assemblies. Coordinate placement of all fire dampers with rated assemblies indicated on the architectural plans.
5. Coordinate the location of all ceiling mounted air terminals with architectural reflected ceiling plans.
6. The mechanical contractor shall furnish all labor, materials, equipment, services and incidentals required for a complete and operating facility.
7. All mechanical equipment shall be provided complete with electrical starter, protective devices, and interlocks required for complete operable system.
8. Mechanical equipment placement shall allow for full service/maintenance as recommended by the equipment manufacturer.
9. Color and finish of air terminals, louvers, and wall caps shall be coordinated with the architect.
10. The mechanical contractor is responsible for the testing, adjusting and balancing of all air systems.
11. All ductwork shall be connected to mechanical equipment with flexible U.L. listed connectors.
12. Outdoor air intakes shall not be located within 10'-0" of exhaust/relief louvers, wall caps, plumbing vents, or roof caps.
13. Units with air flows above 2,000 cfm must have a duct mounted smoke detector mounted in the supply duct downstream of all filters [2002 NFPA 90a 6.4.2.1]. Smoke detectors are also required in the return air stream prior to any exhausting from the building or mixing with outdoor air unless all portions of the building served by the air distribution system are protected by area smoke detectors connected to a fire alarm system in accordance with the international fire code [International Mechanical Code 606.2.1 and exception]. These smoke detectors must be wired to a fire alarm system when one is provided in a constantly attended location for supervisory signals [International Mechanical Code
606.4.1 and 2002 NFPA 90a 6.4.4]. Local ordinances may have more stringent requirements. Coordinate with electrical contractor. See electrical drawings for locations.
14. Insulating materials shall have a flame spread index not more than 25 and a smoke-developed index not exceeding 450 in accordance with
ASTM E 84.
15. The mechanical contractor shall provide access panels in non-lay-in type ceiling (example gypsum ceilings) for all mechanical valves and dampers.
16. Where ductwork is visible through registers and grilles, the mechanical contractor shall prime and paint the interior of the ductwork black.
17. Furnish mechanical as-built drawings as well as Operations & Maintenance manuals for all mechanical systems to the owner within 90 days of system acceptance by the authority having jurisdiction.
Mechanical Project Notes
Submittals are required for all equipment specified on schedule sheet.
The mechanical contractor shall provide the HVAC equipment submittals with an electrical summary sheet for use by the electrical engineer. The sheet shall indicate voltage, phase, MCA, and MOCP for all HVAC equipment submitted. Electrical values that conflict with information provided in the HVAC equipment submittals is sole responsibility of the mechanical contractor.
HVAC Submittals
Mechanical Symbols
T Thermostat - Wall Mounted with Unit Designation and Mounting Height to Bottom of Thermostat (Mounting Height 48" A.F.F. Unless Noted Otherwise on Plans).
Confirm Location(s) with Owner(s) Prior to Installation. Coordinate Installation with Electrical Contractor.
S Remote Temperature Sensor
<RTU-*>
+48" A.F.F.
H Humidistat - Wall Mounted with Unit Designation and Mounting Height to Bottom of Thermostat (Mounting Height 48" A.F.F. Unless Noted Otherwise on Plans).
Confirm Location(s) with Owner(s) Prior to Installation. Coordinate Installation with Electrical Contractor.
RTU-1
+48" A.F.F.
View Number on Sheet Sheet on Which Detail Appears
Indicates Similar to Noted View When Present
Sections
Air Terminals
CD1
6"ø
Mark (See Air Terminal Schedule) Duct Connection Size Air Flow (cfm)
Supply Air Duct Up Supply Air Duct Down
Duct Centerline (Round Duct)
Ceiling Diffuser with Flexible Duct Connection and 4- Way Throw Direction Arrows, if Throw Indication Arrows Are Not Present, Assume 4-Way Throw Direction of Air Flow
Mitered Rectangular Duct Elbow with Turning Vanes (Provide Turning Vanes in All Rectangular Supply Ductwork Even if Vanes Are Not Indicated, Turning Vanes Not Required in Return Air, Outdoor Air, And Exhaust Air Ducts Unless Indicated)
Rectangular Duct with Dimensions
Round Duct with Dimensions18"x12" 18"ø
Damper in Ductwork, if Damper is Unlabeled, Assume Balancing Damper, Manual (B) Damper Types:
• B = Balancing Damper, Manual
• 2-P = 2-Position Damper, Motorized Actuator
• M = Full Modulating Damper, Motorized Actuator
• F = Fire Damper
• FS = Combination Fire / Smoke Damper
• S = Duct-Mounted Smoke Detector. Provided, installed, and wired to the FACP by the Electrical Contractor.
• Any Dampers missing a label are to be Manual Balancing Dampers.
B
CD Condensate Drain Piping (CD)
M301
SIM
Return / Outdoor Air Duct Up
Return / Outdoor Air Duct Down
Exhaust Air Duct Up Exhaust Air Duct Down
CO
2 Carbon Dioxide Sensor
R Relocate Existing
T Thermostat in Lockbox
Connection - New/Existing
Thermostat Remote DisplayR
Door Undercut (3/4" Unless Otherwise Indincated)
Outdoor
Design Conditions
Indoor
Design Data Location
Heating db (99.6%)
Cooling db (0.4%)
Mean Coincident wb (0.4%)
Heating db
Cooling db
Cooling Relative Humidity
Fort Oglethorpe, GA
19.6
95.0
74.5
55% (Maximum) db: Dry Bulb °F wb: Wet Bulb °F Note: Outdoor conditions based upon ASHRAE Climatic Design Conditions 2017.
Weather Station Chattanooga AP, TN, USA (WMO:723240)
Current Energy Code 2015 IECC
Climate Zone 4A
Exhaust fans:
Exhaust fans in toilet rooms shall be controlled by light switches.
HVAC: (RTUs) Air conditioning units shall have room thermostat furnished by unit manufacturer and shall control heating and cooling in sequence with automatic switchover as required maintaining room temperature. A fan switch shall allow blower fan to run continuously or cycle.
Economizer cycle:
Air conditioning units shall include a full outdoor air enthalpy controlled economizer cycle. When the outdoor air is suitable for free cooling, the outdoor air damper shall modulate to maintain a mixed air temperature entering the air handing unit between 50-55° F. When the outdoor air is not suitable for free cooling, the first stage of the cooling compressor is turned on and the dampers are set to minimum for occupancy requirements (Vat per DCV.)
Dehumidification: (RTU) Air conditioning unit shall be controlled by both temperature and humidity controls. Upon a rise in humidity, the humidistat shall initiate the dehumidification protocol provided by the vendor's hot gas reheat sequence.
Demand ventilation (CO2):
Outdoor air concentrations for air conditioning units shall be controlled by a demand controlled ventilation system design. The CO2 reading shall be compared to the CO2 set point at the economizer controller module. If the reading is below the CO2 set point, the ahu shall maintain the base ventilation rate.
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