Fort O Courts CD 6_15_26 (ID 908227).pdf

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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.

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Cover Sheet

T100

C ity

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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.

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Building Code Summary and Life/Safety Plan

LS-1.0

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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/

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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

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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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