27_03.pdf

HOUSTON COUNTY

BOARD OF COMMISSIONERS

2018 Kings Chapel Road | Perry, Georgia 31069 | 478-987-4280

BID 27-03 • RECORDS WAREHOUSE HVAC

INVITATION TO BID

BID NO. 27-03

RECORDS WAREHOUSE HVAC RENOVATION & MODIFICATIONS

The Houston County Board of Commissioners invites sealed bids from qualified contractors for HVAC renovation and modifications to the Records Warehouse located at 2020 Kings Chapel Road, Perry, Georgia 31069.

PROJECT AND SUBMISSION LOCATIONS

PROJECT SITE / WALKTHROUGH

Records Warehouse 2020 Kings Chapel Road Perry, GA 31069

SEALED BID DELIVERY

Houston County Board of Commissioners 2018 Kings Chapel Road Perry, GA 31069 Attn: Michael Phillips

BID SCHEDULE

Mandatory pre-bid walkthrough Monday, November 16, 2026 | 9:00 AM

Last day to submit written questions Friday, November 20, 2026 | 5:00 PM

Deadline to issue addendum & answer all submitted questions

Thursday, December 3, 2026 | 5:00 PM

Sealed bids due / bid opening Thursday, December 10, 2026 | 2:00 PM

Attendance at the pre-bid walkthrough is mandatory. Bids must be received by the stated deadline at the sealed bid delivery address above.

QUESTIONS AND ADDENDA

All bidder questions must be submitted in writing no later than November 20, 2026, at 5:00 PM, and sent to all three contacts listed below:

mphillips@houstoncountyga.gov • kord@houstoncountyga.gov • mmeeks@houstoncountyga.gov

Official responses and any changes to the bidding documents will be issued by written addendum no later than December 3, 2026, at 5:00 PM, and distributed to the email addresses provided on the mandatory pre-bid sign-in sheet.

MINIMUM CONTRACTOR QUALIFICATIONS

• Attend the mandatory pre-bid walkthrough.

• Hold a current Non-Restricted Conditioned Air License issued by the State of Georgia.

• Provide 24-hour emergency service and maintain an office within 60 miles of the project site.

HOUSTON COUNTY

BOARD OF COMMISSIONERS

2018 Kings Chapel Road | Perry, Georgia 31069 | 478-987-4280

BID 27-03 • RECORDS WAREHOUSE HVAC

SCOPE AND CONTRACT DOCUMENTS

Applicable specification divisions include Division 00, Division 01, and Division 23, excluding Section 23 0593, which will be contracted separately by the Owner. Bidders shall review the complete project specifications and any issued addenda when preparing their bids.

BID SECURITY AND REQUIRED DOCUMENTATION

• Bid security in the amount of five percent (5%) of the bid, furnished as a bid bond or an acceptable letter of credit in lieu of a bond.

• A completed E-Verify affidavit and the bidder’s E-Verify number, marked on the outside of the sealed bid envelope.

• Evidence of general liability insurance with coverage of $1,000,000 including auto and workers’ compensation insurance.

CONTRACT BONDS

The successful bidder will be required to furnish a Performance Bond and a Payment Bond, each in an amount equal to one hundred percent (100%) of the total contract amount. Bonds must be issued by an acceptable surety company licensed to do business in Georgia and listed in U.S. Department of the Treasury Circular 570, latest edition.

RESERVATION OF RIGHTS

The Houston County Board of Commissioners reserves the right to accept or reject any or all bids and to waive technicalities.

REGISTERED ARCHITECT

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OF GEORG

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T I F I CAT E NO. 94 39

MICHAEL

PAUL

CHALOULT, JR.

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY

OF SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND

IS NOT TO BE USED ON OTHER

PROJECTS OR EXTENSIONS OF THIS

PROJECT, OR REPRODUCED IN WHOLE

OR IN PART, EXCEPT BY AGREEMENT IN

WRITING AND WITH APPROPRIATE

COMPENSATION.

SPDG

Architects and Engineers, Inc.

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Title Sheet

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RECORDS AND WAREHOUSE

2020 Kings Chapel Road Warner Robins, GA 31088

DRAWING INDEXOCCUPANT LOAD FACTOR AND OCCUPANT LOAD

SCHEDULE (2024 NFPA 101 - 7.3.1.2 ) New

ROOM

NUM NAME OCCUPANCY AREA

01 Shelving 1778 SF 02 Shelving 1241 SF 03 Additional Shelving 940 SF 04 Shelving 356 SF 05 Corridor 657 SF 06 Corridor 628 SF 07 Archives 1019 SF 08 Blueprints 891 SF 09 State Court Evidence Records 1991 SF 10 Existing Electrical Rm 69 SF 11 Toilet 57 SF 12 Secured Storage 108 SF 13 Entry Lobby 411 SF 14 Public Viewing Rm 247 SF 15 Staging Room 740 SF 16 Digital Scanning Rm 389 SF 17 Vestibule 527 SF 18 Shelving 487 SF 19 Shelving 1022 SF

ALL BUILDINGS DESCRIBED IN THESE PLANS SHALL BE CONSTRUCTED IN COMPLIANCE WITH SOME OR ALL OF THE FOLLOWING CODES:

APPLICABLE CODES

BUILDING:

MECHANICAL:

PLUMBING:

ELECTRICAL:

ENERGY:

FIRE SAFETY:

ACCESSIBILITY:

GAS PIPING:

INTERNATIONAL BUILDING CODE - 2024 INTERNATIONAL BUILDING CODE (IBC) WITH GEORGIA AMENDMENTS

INTERNATIONAL MECHANICAL CODE - 2024 INTERNATIONAL MECHANICAL CODE (IMC) WITH GEORGIA AMENDMENTS

INTERNATIONAL FUEL GAS CODE - 2024 INTERNATIONAL FUEL GAS CODE (IFGC) WITH GEORGIA AMENDMENTS

INTERNATIONAL PLUMBING CODE - 2024 INTERNATIONAL PLUMBING CODE (IPC) WITH GEORGIA AMENDMENTS

NEC - NATIONAL ELECTRIC CODE - 2026 GEORGIA AMENDMENTS TO THE 2023 NATIONAL ELECTRICAL CODE (NEC)

INTERNATIONAL ENERGY CONSERVATION CODE - 2015 EDITION, W/ GEORGIA ADMENDMENTS

INTERNATIONAL FIRE CODE - 2024 INTERNATIONAL FIRE CODE (IFC) AS ADOPTED BY THE SAFETY FIRE COMMISSIONER

2010 ADA STANDARDS, 2015 GEORGIA ACCESSIBILITY CODE 120-3-20, 2020 GEORGIA CODE AMENDMENTS 120-3-3

2024 NFPA 101 - LIFE SAFETY CODE W/ STATE AMENDMENTS

SPRINKLER:

CHAPTER 120-3-3 RULES AND REGULATIONS FOR THE STATE MINIMUM FIRE SAFETY STANDARDS (JANUARY 1, 2020)

Architecture A000 Title Sheet A101 Demolition Floor Plan A102 New Work Floor Plan A103 Life Safety Plan A103a Life Safety Plan Details A202 Room & Door Schedule A203 Partition Types & Details A301 Exterior Elevations A401 Reflected Ceiling Plan & Details A501 Wall Sections A601 Roof & Finish Plan A701 ADA Standards & Interior Elevations Structural S1 Structural Details Mechanical M001 Abbreviations & Legends - HVAC M002 Schedules - HVAC M101 Level 1 Floor Plan - Demolition - HVAC M102 Roof Plan - Demolition - HVAC M201 Level 1 Floor Plan - New Work - HVAC M202 Roof Plan - New Work - HVAC M501 Details - HVAC Electrical E1.1 Light Fixture Schedule, Legend & Lighting Floor Plan E2.1 Power Riser & Power Plan Plumbing P1.1 Plumbing Plan, Legend & Schedule

Abbreviations 36GB Type A Grab Bar (36") 42GB Type B Grab Bar (42")

A.F.F. Above Finished Floor A/C Air Conditioning A/V Audio/Visual ABV Above ACOUS Acoustical ADJ Adjustable; Adjacent AHU Air Handling Unit ALUM Aluminum APPROX Approximate ARCH Architect

B.CAB. Base Cabinet B.J. Building (Expansion) Joint B.PL. Base Plate BLDG Building BLKT Blanket BOC Bottom of Curb BRG Bearing BRG.PL. Bearing Plate BUR Built Up Roofing

C.G. Corner Guard C.J. Control Joint C.O. Cased Opening CAB Cabinet CEM Cement CER Ceramic CLG Ceiling CLR Clear CLST Closet CMU Concrete Masonry Unit CONC Concrete CONT Continous CORR Corrugated CPT Carpet CS-T Cast Stone - T CT Ceramic Tile CTR Center CU Combination Unit CWC Countertop Waste Chute

DBL Double DEMO Demolish; Demolition DF Drinking Fountain DIA Diameter DIM Dimension DN Down DR Drawer DS Down Spout DTL Detail DW Dishwasher DW.MTL. Drywall Metal (22 GA. UNO) DWG Drawing

EA Each EIFS Exterior Insulation & Finish System EJ Expansion Joint EJC Expansion Joint Cover ELEC Electric(al) ELEV Elevation EMER Emergency ENCL Enclosure EOS edge of slab EQ Equal EQUIP Equipment ETR Existing to Remain EW Each Way EXIST Existing

FA Fire Alarm

Abbreviations FAP Fire Annunciuator Panel FD Floor Drain FE Fire Extinguisher FEC Fire Extinguisher Cabinet FFE Finished Floor Elevation FIN Finish FLR Floor FLUOR Fluorescent FT Foot; Feet.

GAL gallon GALV Galvanized GB Grab Bar GC General Contractor GL Glass; Glazing.

GWB Gypsum Wallboard GYP Gypsum

HC Handicapped HCDF Handicapped Drinking Fountain HDWD Hardwood HDWRE Hardware HM Hollow Metal HORIZ Horizontal HR Hour HSKNG Housekeeping (Closet) HT Height HWH Hot Water Heater

ID Inside Diameter INCAN Incandescent INSUL Insulation INT Interior

JAN Janitor JST Joist(s) JT Joint

K Lav Kid-height Lavatory KWC Kid-size Water Closet

LAM Laminate LAV Lavatory Lb(s) Pounds LG Light Gauge (18 GA UNO); Laminated

Glass.

LT Light

MATCH Match Existing MAX Maximun MECH Mechanical MFR Manufacturer MIN Minimum MM Millimeter MO Masonry Opening MTL Metal

N North NIC Not in Contract NO Number NOM Nominal NTS Not to Scale NVG Non-vision Glass

O/C On Center OD Outside Diameter OH Opposite Hand OPNG Opening

PAPER T Paper Towel Dispenser Pb Lead

Abbreviations PG paint grade PLAM Plastic Laminate PLAS Plaster PLYWD Plywood PR Pair PT Pressure Treated; Paint PTD Painted, Paper Towel Dispenser

QNTY Quantity QT Quarry Tile

R Radius RCP Reflected Ceiling Plan RD Roof Drain RE refer REF Refrigerator REINF Reinforced(ing) REQD Required RESIL Resilient RF Radio Frequency RO Roof Overflow; Rough Opening RTU Root Top Unit (Mech)

S South SA Sound Attenunation SCHED Schedule SCW Solid Core Wood SECT Section SF Square Foot SG Safety Glass; Spandrel Glass SHLF Shelf SHLVS Shelves SHT Sheet SIM Similar SPEC(S) Specification(s) SQ Square SS Stainless Steel STD Standard STL Steel STOR Storage STRUCT Structural SUSP Suspended

T&G Tongue and Groove T/FTG Top of Footing TK Thick(ness) TOC Top of Curb TYP Typical

U/C Under Counter UNO Unless Noted Otherwise UTIL Utility

VCT Vinyl Compostion Tile VERT Vertical VG Vision Glass VJ Vertical Joint (in Masonry) VTR Vent Thru Roof VWC Vinyl Wall Covering

W West W.CAB. Wall Cabinet W/ With WC Water Closet WG Wired Glass WR Water Resistant WRGWB Water Resistant Gypsum Wallboard WSCT Wainscot WWF Welded Wire Fabric

1. AN EXISTING AUTOMATIC SPRINKLER SYSTEM IS CURRENTLY INSTALLED THIS

BUILDING. VERIFICATION OF THE FUNCTION OF THIS SYSTEM IS NEEDED.

2. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS

OF THE ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING,

THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL,

MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY

INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND

COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE

BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR

SHALL FURNISH AND COORDINATE ALL ITEMS REQUIRED FOR THE PROPER

EXECUTION AND COMPLETION OF THE WORK. QUESTIONS PERTAINING TO THE

DRAWINGS OR THEIR INTENT SHOULD BE DIRECTED TO THE ARCHITECT. ANY

DISCREPANCIES OR QUESTIONS OF INTENT SHALL BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT OR OWNER IMMEDIATELY. ARCHITECT OR OWNER

SHALL PROMPTLY MAKE A DECISION OF ANY ISSUE IN WRITING. ANY WORK BY

CONTRACTOR WITHOUT SUCH WRITTEN DETERMINATION SHALL BE AT THE

CONTRACTOR'S RISK AND EXPENSE.

3. THIS DESIGN IS TO COMPLY WITH THE DESIGN GUIDELINES OF AMERICANS WITH

DISABILITIES ACT AND ANY SUBSEQUENT AMENDMENTS. CONTRACTOR SHALL

FAMILIARIZED WITH THESE PLANS IN THIS REGARD AND NOTIFY THE DESIGN TEAM

IN WRITING OF ANY VIOLATION OF THE ABOVE GUIDELINES PRIOR TO

COMMENCEMENT OF WORK. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR

VIOLATIONS KNOWN TO CONTRACTOR AND NOT PROPERLY REPORTED TO DESIGN

TEAM.

4. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND BUILDING DIMENSIONS

BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED

TO THE ARCHITECT FOR JUSTIFICATION AND/OR CORRECTION BEFORE

PROCEEDING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR

ERRORS THAT ARE NOT REPORTED.

5. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZED, TO THE BEST OF HIS/HER

KNOWLEDGE, WITH THE JOB SITE AND SITE CONDITIONS, AND SHALL INSURE

COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS.

6.. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLY WITH

ALL REGULATIONS OF APPLICABLE FEDERAL STATE AND COUNTY LAWS

INCLUDING ALL CODES AND ORDINANCES. IF REGULATIONS OF THE ABOVE

SHOULD DIFFER FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER

AND THE ARCHITECT IMMEDIATELY.

7. UNLESS NOTED SPECIFICALLY "FOR CONSTRUCTION", THESE DRAWINGS SHALL

NOT BE USED FOR FABRICATION OR CONSTRUCTION.

8. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED, CENTER

OR CLEAR SPACE. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND

NEVER SCALED.

9. ALL MATERIALS AND WORKMANSHIP SHALL BE EQUAL OR BETTER QUALITY

THAN A BUILDING OF THE CLASS OF BUILDING WHICH THIS PROJECT IS PART

THEREOF.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL PERSONS

WITHIN THE PREMISES FOR THE FULL DURATION OF THE BUILDING

CONSTRUCTION, AND HAVE IN PLACE POLICIES AND PRACTICES TO ENSURE

SAFETY.

11. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR WORKMANSHIP,

EXECUTION, ERECTION AND COORDINATION OF TRADES FOR THIS WORK AND

SHALL INDEMNIFY THE ARCHITECT FOR SUCH WORKMANSHIP AND CONSTRUCTION

PRACTICES.

12. THE DESIGN TEAM HAS NOT CONDUCTED ANY INVESTIGATIONS AS TO THE

PRESENCE OF ASBESTOS OR ANY OTHER HAZARDOUS SUBSTANCES.

13. ALL PENETRATIONS TO EITHER AIR, WATER, VAPOR, OR MOISTURE BARRIERS

SHALL BE SEALED AS TO MAINTAINED THE INTEND OF THE BARRIER PER

MANUFACTURERS SPECIFICATIONS.

GENERAL NOTES

MP: MAXIMUM PROBABLE - 25

MAX. STORIES MAX. HGT (FT)

TOTAL GROSS SQFT:

# OF STORIES:

FIRE SUPPRESSION SYSTEM:

CONSTRUCTION TYPE:

OCCUPANCY CLASSIFICATION:

CONST. TYPEALLOWABLE HEIGHT AND BUILDING AREAS PER IBC

TABLE 504.3, 504.4, 506.2

THE FOLLOWING IS A SUMMARY OF APPLICABLE CODE REQUIREMENTS FROM THE INTERNATIONAL BUILDING CODE AND THE LIFE SAFETY CODE

GENERAL CODE INFORMATION

17,500

MAX. SF / FLOOR

MEANS OF EGRESS REQUIREMENTS (2024 NFPA 101)

CORRIDOR FIRE RESISTANCE RATING (NFPA 101 - 42.3.6) NA

MAX. COMMON PATH OF EGRESS TRAVEL (NFPA 101 - TABLE 42.2.5) 50FT

MAX. DEAD END CORRIDOR (NFPA 101 - TABLE 42.2.5) 50FT

OCCUPANCY LOAD:

2024 NFPA 101 - (Table) 7.3.1.2 & 42.1.7

ALLOWABLE BUILDING HEIGHTS, STORIES, AND AREAS

MAX. EXIT ACCESS TRAVEL DISTANCE (NFPA 101-TABLE 42.2.6)

MIN. EXITS REQUIRED (NFPA 101 - 7.4.1.1) 2

MIN. EGRESS WIDTH PER OCCUPANT SERVED

(NFPA101-7.3.3.1)

DOORS:

CORRIDORS:

STAIRWAYS:

MIN. CORRIDOR WIDTH [(NFPA 101-42.2.3 & 7.3.4.1 (2)] 36 INCHES

.2 (W/O SPRINKLER).15 (W/ SPRINKLER)

.3 (W/O SPRINKLER) .2 (W/ SPRINKLER)

.2 (W/O SPRINKLER).15 (W/ SPRINKLER)

1 STORY

NONE

TYPE II-B

14,627 GSF

S-1 (ORDINARY HAZARD STORAGE OCCUPANCY)

II-B

200FT

Revisions

No. Date

FOR THE

HOUSTON COUNTY BOARD OF COMMISSIONERS

RENOVATION AND MODIFICATIONS to

REMOVE DOOR LEAF

REMOVE DOOR LEAF

A501

PROTECT EXISTING WINDOWS.

REMOVE EXISTING WINDOW

BARS ONLY, WINDOWS TO

REMAIN.

PROTECT EXISTING WINDOWS.

REMOVE EXISTING WINDOW

BARS ONLY, WINDOWS TO

REMAIN.

REPLACE ENTIRE

DOOR AND FRAME.

MASON TO REMOVE

AND REINSTALL

NEW DOOR FRAME

REPLACE DOOR LEAF,

FRAME TO REMAIN

BLUE - ARDEX LEVELING REPAIR

YELLOW - EXISTING QT - DEMO OR EPOXY OVER

PINK - VCT OR TO BE DEMOLISHED

GREEN - COOLER/FREEZER - ON TOP OF SLAB, BUT MAY

LEAVE DEPRESSION TO QT - INDICATE ARDEX

444 4

REMOVE PORTION OF WALL. PROVIDE

LINTEL ABOVE NEW CASED OPENING AS

INTENT IS ASSUMED THE WALL TO BE

LOAD BEARING, FIELD VERIFY

7'

- 4

1/ 4"

9'

- 1

1"

5'

- 1

3/ 8"

1 1 /8"

DEMO FRAME, WIDEN

OPENING, PROVIDE

NEW DOOR AND FRAME

REPLACE DOOR LEAF,

FRAME TO REMAIN6'

- 2

7' - 2 1/2"

6'

- 5

7/ 8"

1'

- 1

1 3 /4"

5'

- 2

REMOVE

EXISTING

GLAZING

REMOVE

EXISTING

GLAZING

REMOVE

EXISTING

GLAZING

REMOVE

EXISTING

GLAZING

4'

- 1

1/ 2"

EXISTING TO BE DEMOLISHED

EXISTING TO REMAIN

A. WHERE MOUNTED OBJECTS ARE REMOVED FROM WALLS, PROVIDE FOR PATCH AND

REPAIR WITH LIKE MATERIALS AS REQUIRED.

B. REMOVE EXISTING BASE THROUGHOUT. SEE DOCUMENTS TO FOLLOW FOR NEW

WORK.

C. REMOVE ALL EXISTING FLOORING. PATCH AND REPAIR SLAB AS REQUIRED FOR

NEW FINISHES.SEE DOCUMENTS TO FOLLOW FOR NEW WORK.

D. REMOVE TOILET ACCESSORIES ON WALLS.

E. PROVIDE FOR PREP AND LEVELING OF THE EXISTING SLAB AFTER REMOVAL OF

PARTITIONS PRIOR TO NEW EPOXY FLOORING INSTALLATION.

F. WHERE CMU WALLS ARE DEMOLISHED AT PERPENDICULAR INTERSECTIONS

PROVIDE MATERIAL TO FLUSH SURFACE.

G. WHERE EXISTING CMU WALL TO BE REMOVES SALVAGE FOR RESUSE 100 BLOCK

UNITS, MINIMUM. VERIFY LOCATIONS OF REUSE ON SITE.

H. WHEREVER NEW WALL FINISH IS SCHEDULED (OTHER THAN PAINT), REMOVE

EXISTING WALL FINISH PRIOR TO INSTALLATION OF NEW FINISH.

J. WHEREVER NEW CEILING IS SCHEDULED, REMOVE EXISTING CEILING PRIOR TO

INSTALLATION OF NEW CEILING. REMOVE, PROTECT, AND REINSTALL ALL

EXISTING CEILING ITEMS SHOWN TO BE REINSTALLED IN NEW CEILING.

K. PERFORM DEMOLITION WORK IN AREAS WHERE NEW WORK IS BEING PERFORMED.

DO NOT DEMOLISH WORK THAT WILL NO BE REPLACED IN A TIMELY MANNER.

L. PRIOR TO REPAINTING WALLS REMOVE EXISTING DISPLAY BOARDS, SIGNAGE,

AND OTHER WALL-MOUNTED ITEMS, EXCEPT THOSE INDICATED TO REMAIN.

SALVAGE THESE ITEMS AND REINSTALL AT OWNER'S DIRECTION.

M. INSTALL LEVELING COMPOUND AT CRACKS IN EXISTING CONCRETE SLAB WHERE

THERE IS A VERTICAL OFFSET FROM ONE SIDE TO THE OTHER OR WHERE

HORIZONTAL GAP IS MORE THAN 1/8".

N. REMOVE ALL LOW VOLTAGE DATA AND VOICE WIRING, VERIFIED TO BE NOT IN

USE, FROM ABOVE CEILING.

P. REMOVE ALL FLEXIBLE PLASTIC DUCTWORK IN RETURN AIR PLENUM AND REPLACE

WITH SHEET METAL OR PLENUM-RATED DUCT. ARRANGE DUCTS AND GRILLES TO

CONFORM TO ROOM CONFIGURATIONS.

Q. REMOVE & DISPOSE OF ALL DEMOLITION MATERIALS IN A LEGAL MANNER.

R. WHERE PLUMBING FIXTURES ARE TO BE REMOVED, CUT PIPING BACK TO WITHIN

WALLS, BELOW FLOOR, OR ABOVE CEILING AND CAP. REPAIR SURFACES TO

MATCH ADJACENT CONSTRUCTION.

1. REMOVE EXISTING DOOR ONLY. FRAME TO REMAIN, PREP FOR NEW DOOR.

2. REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY.

3. REMOVE EXISTING WINDOW, HOLLOW METAL FRAME TO REMAIN. SEE DOCUMENTS

TO FOLLOW FOR NEW WORK.

4. REMOVE EXISTING WINDOW AND FRAME IN ITS ENTIRETY.

5. NOT USED.

6. NOT USED.

7. PREP EXISTING FLOOR FOR NEW FINISHES. SEE DOCUMENTS TO FOLLOW FOR NEW

WORK.

8. NOT USED.

9. NOT USED.

9A. NOT USED.

10. NOT USED.

11. NOT USED.

12. NOT USED.

13. REMOVE EXISTING SINK(S) IN THIS SPACE. REMOVE EXISTING TOILET(S) IN THIS

SPACE. PLUMBING ROUGH-IN TO BE REUSED WITH NEW FIXTURES. REMOVE ALL

EXISTING CMU PARTITIONS AS SHOWN.SEE DOCUMENTS TO FOLLOW FOR NEW

WORK.

14.REMOVE EXISTING PLUMBING FIXTURE(S). PLUMBING ROUGH-IN TO BE REUSED

WITH NEW FIXTURE(S). SEE DOCUMENTS TO FOLLOW FOR NEW WORK.

15.NOT USED.

16.REMOVE EXISTING FLOORING, CUT AND PATCH EXISTING CONCRETE SLAB FOR

NEW FLOOR DRAINS. SEE DOCUMENTS TO FOLLOW FOR NEW WORK.

17. NOT USED.

18. NOT USED.

19.REMOVE EXISTING FIRE EXTINGUISHER TO BE REPLACED WITH NEW

EQUIPMENT.SEE DOCUMENTS TO FOLLOW FOR NEW WORK.

20.DEMO MINIMUM PORTION OF EXISTING WALL AS REQUIRED. SEE DOCUMENTS TO

FOLLOW FOR NEW WORK.

21. NOT USED

22. NOT USED

23. NOT USED

24. NOT USED

25. NOT USED.

26. NOT USED

27.NOT USED.

28.NOT USED.

29.NOT USED

30.NOT USED

31.NOT USED.

32.NOT USED

33.EXISTING CERAMIC TILE AND SETTING BED TO BE REMOVED COMPLETELY - PREP

AND INFILL WITH NEW CONCRETE TO LEVEL WITH FFE.

REGISTERED ARCHITECT

S

TA

TE

OF GEORG

I A

C

ER

T I F I CAT E NO. 94 39

MICHAEL

PAUL

CHALOULT, JR.

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY

OF SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND

IS NOT TO BE USED ON OTHER

PROJECTS OR EXTENSIONS OF THIS

PROJECT, OR REPRODUCED IN WHOLE

OR IN PART, EXCEPT BY AGREEMENT IN

WRITING AND WITH APPROPRIATE

COMPENSATION.

SPDG

Architects and Engineers, Inc.

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Demolition Floor Plan

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1/8" = 1'-0" 2 Level 1 Demolition

1/4" = 1'-0" Demolition Legend

1/4" = 1'-0" General Demo Notes

1/4" = 1'-0" Demolition Note

Revisions

No. Date

A501

A301

A301 3

A3012

A301

Staging Room

Digital Scanning Rm

Entry Lobby

Public Viewing Rm

State Court Evidence Records

Secured Storage

Existing Electrical

Rm

Toilet

Corridor

Blueprints

Archives

Additional Shelving

Shelving

Shelving

Shelving

WALL INFILL

WALL INFILL

EXISTING DATA

RACK TO REMAIN

3 5 /8"

7 3 /4"

ALIGN

AL

IG

N

AL

IG

N

WINDOW INFILL

WINDOW INFILL

ALIGN

A501

A102

A

A

U L

DOOR W/ HALF

GLASS WINDOW

ALIGN

EXISITNG ROOF TO

REMAIN, REPAIR AREAS

EXISTING DOOR

FRAME ONLY

EXISTING DOOR

FRAME ONLY

EXISTING DOOR

FRAME ONLY

WALL & WINDOW INFILL

WALL INFILL

WALL INFILL

WALL INFILL

Corridor

EX5

EX1

EX2

ALIGN

A

BLUEPRINT

SHELVES

6"

0"

Vestibule

FIBER TO REMAIN

PROVIDE SELF LEVELING

COMPOUND IN ALL

AREAS WHERE WALLS

WHERE REMOVED

PROVIDE SELF LEVELING

COMPOUND THIS SPACE

EQUAL TO ARDEX

PROVIDE SELF LEVELING

COMPOUND IN ALL AREAS

WHERE WALLS WHERE

REMOVED

PROVIDE SELF LEVELING

COMPOUND IN ALL

AREAS WHERE WALLS

WHERE REMOVED

2 7/8" verify

Existing Gate

GENERAL NOTE:

PATCH MASONRY WALLS AS

NEEDED "PROVIDE FOR MISC.

MASONRY REPAIR OF $10K"

U

AL

IG

N

F1

F1

F1

F1

F1 F1

WINDOW INFILL

F

A501

Sim

LAMINATE/SECURE ONE (1) LAYER

5/8" GWB TO MASONRY WALL

(SEAL TO DECK)

Shelving

Shelving

F1 L

L

ACCESS

CONTROL

ROUGH-IN

NEW ASPHALT, REWORK

GRADE TO NEW CONRETE

REPLACE THE GLAZING

IN THESE WITH NEW

TEMPERED GLASS

REPLACE THE GLAZING

IN THESE WITH NEW

TEMPERED GLASS

REPLACE THE GLAZING IN THESE

WITH NEW TEMPERED GLASS

REPLACE THE GLAZING IN THESE

WITH NEW TEMPERED GLASS

PROVIDE 7/8" FURRING

STRIPS WITH 5/8" GWB EACH

SIDE OF EXISTING CMU

REPAIR OPENINGS

NEW CONCRETE

PAD

DEMO ASPHALT

+13"

Sl op e

E

L

5/8"GWB W/ 7/8"

FURRING THESE

WALLS

ALIGN

ALIGN

1'

- 0

1'

- 0

BOLLARD

EXISTING LOAD BEARING

PARTITION, SEE STRUCTURAL

EXISTING LOAD BEARING

PARTITION, SEE STRUCTURAL

EXISTING LOAD BEARING

PARTITION, SEE STRUCTURAL

EXISTING LOAD BEARING

PARTITION, SEE STRUCTURAL

EXISTING LOAD BEARING

PARTITION, SEE STRUCTURAL

EXISTING LOAD BEARING

PARTITION, SEE STRUCTURAL

EXISTING LOAD BEARING

PARTITION, SEE STRUCTURAL

EXISTING LOAD BEARING

PARTITION, SEE STRUCTURAL

PROVIDE NEW

GLASS AND

COUNTER

A7013

EXISTING DOOR

FRAME ONLY

EX4

EX3

1'

- 1

1 3 /4"

5'

- 2

4'

- 1 1/

2" 6'

- 2

7' - 2 1/2" 7' - 2"

+13"

+16" +16"

0"

12' - 0"

5'

- 0

NEW CONCRETE

PAD

Slope

5' - 0"

1. New Work Shall Comply with all Applicable Local & State Codes and Ordinances.

2. Contractor is responsible for Securing All Applicable Construction Permits and for Paying all Permit Fees.

3. All New Partitions Shall be 5/8" Gypsum Drywall Each Side of Metal Studs at 16" on Center Unless Otherwise Directed.

4. Provide Fire Retardant Treated Wood Blocking in Concealed Spaces.

5. Provide Exit Lights, Night Lighting and Emergency Lighting as Required by Building Officials.

6. Where existing partitions are required to be 1 or 2 hour fire-rated, verify that framing and GWB extend to deck above and is sealed. Provide proper fire-rated door and frame assembly according to wall rating

7. Where utilities, low voltage cabling, etc. penetrate fire-rated walls, sleeve and seal all such penetrations following an appropriate U.L. test method. Where HVAC ducts or return air openings penetrate fire walls, fit each with an appropriate fire damper.

A101

1 Ref

R ef

1 Ref

R ef Interior Elevation

Room name

Room Number

1i Partition Type

Door Number

New Wall Construction

Existing to Remain

1-Hour Fire Barrier

2-Hour Fire Barrier

Sound Attenuation Batts

Existing 1-Hour Fire Barrier

Existing 2-Hour Fire Barrier

Lead Lined Walls

1. Finish selection is not final. Owner to verify and approve all prior to commencing work.

2. Install all materials with methods and products as recommended and approved by the manufacturer.

3. Provide a transition strip at all floor finish changes. Rubber transition strip colors to be selected by the OWNER. Assume that more than one color will be used. Provide marble threshold at ceramic and porcelain tile transitions

4. Paint all door frames semi-gloss paint. If door frame in on accent painted wall, paint frames to match surrounding walls.

5. Contractor to provide submittals per finish to OWNER for approval, prior to beginning work.

6. Extend finished into closets, unless noted otherwise.

7. All material to be purchased directly from the manufacturer only.

No substitute sources or products allowed without authorization from

OWNER.

8. Contractor is responsible for maintaining condition of existing finishes scheduled to remain. Should any such finished be damaged during construction, patch and/or repair finishes to original condition.

9. All stain grade trim and veneer to match designer's sample.

Submit sample for approval prior to beginning production of millwork. (Toilet Compartments) in stalls, shall comply with all of the mounting requirements and the shall be 60 inches wide minimum measured perpendicular to the side wall and 56 inches deep minimum for wall hung water closets and 59 inches deep minimum for floor mounted water closets measured perpendicular to the wall. - PROVIDE AT LEAST 1 ACCESSIBLE TOILET

COMPARTMENT IN THE MENS AND WOMENS RESTROOMS. (2010 ADA 213.3.1)

(Clearance Around Water Closets) and in toilet compartments shall be 60 inches minimum measured perpendicular from the side wall and 56 inches minimum measured perpendicular from the rear wall. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. Section 604.3 of the 2010 ADA Standard for Accessible Design.

(Water Closet Seat) The seat height of a water closet above the finished floor shall be 17 inches minimum and 19 inches maximum measured to the top of the seat. In residential dwelling units the height of the water closet seat shall be 15 inches to 19 inches in height above the finished floor. 2010 ADA Standards for Accessible Design.

(Grab bars) The rear wall grab bar shall be 36 inches long minimum and extend from the centerline of the water closet 12 inches minimum on one side and 24 inches minimum on the other side. The side wall grab bar shall be 42" inches long minimum, located 12 inches maximum from the rear wall and extending 57 inches minimum from the rear wall. Section

604.5 of the 2010 ADA Standard for Accessible Design.

(Paper Dispensers) shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15 inches minimum and 48 inches maximum above the finish floor and shall not be located behind grab bars per section 604.7 of the 2010 ADA Standard for Accessible Design.

(Flush Controls) shall be hand operated or automatic. Hand operated flush controls shall be located on the open side of the water closet per section 604.6 of the 2010 ADA Standards for Accessible Design.

(Urinals) where more than one urinal is provided at least one shall comply with section 605 and shall be the stall type or the all hung type with the rim 17 inches maximum above the finished floor. Urinals shall be 13.5 inches deep minimum measured from the outer face of the urinal rim to the back of the fixture. Sections 213.3.3 and 605 of the 2010 ADA Code for Accessible Design.

(Exposed Pipes and Surfaces) Hot water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories per 2010 ADA Standard for Accessible Design 606.5.

(Signage for Restrooms): shall be raised and braille characters and pictorial symbol signs.

Signs shall be installed on the wall adjacent to the latch side of the door. Where there is no wall space to the latch side of the door, including at double leaf doors, signs shall be placed on the nearest adjacent wall. Mounting height shall be 60 inches above the finish floor to the centerline of the sign. 2010 ADA Standard for Accessible Design (Water Closet Location) The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16 inches minimum to 18 inches maximum from the side wall or partition. 2010 ADA Standard for Accessible Design section 604.2.

PAPER TOWEL DISPENSER, SURFACE MOUNTED,

BOBRICK, B-262F

1 1/2" STAINLESS STEEL GRAB BAR, 36" LENGTH,

BOBRICK, B-6806 x 36

1 1/2" STAINLESS STEEL GRAB BAR, 42" LENGTH,

BOBRICK, B-6806 x 42

TOILET ACCESSORY LEGEND

18"x36" STAINLESS STEEL FIXED-POSITIONED, TILT

MIRROR. BOBRICK, B-293 1836A

E

SOAP DISPENSER, SURFACE MOUNTED,

BOBRICK, B-4112

D

TOILET TISSUE DISPENSER, SURFACE MOUNTED,

MULTI ROLL, BOBRICK, B-2888

C

B

DESCRIPTIONSYM

TOILET SEAT-COVER DISPENSER, SURFACE MOUNTED,

BOBRICK, B-221G

WASTE RECEPTACLE, SEMI RECESSED,

BOBRICK, B-3644H

F

E

A

C

B

D

1' - 6"

W/C

LavToilet

WALL INFILL AT

REMOVED PANEL

6" 1"

P

5'

- 9

P

REGISTERED ARCHITECT

S

TA

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OF GEORG

I A

C

ER

T I F I CAT E NO. 94 39

MICHAEL

PAUL

CHALOULT, JR.

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY

OF SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND

IS NOT TO BE USED ON OTHER

PROJECTS OR EXTENSIONS OF THIS

PROJECT, OR REPRODUCED IN WHOLE

OR IN PART, EXCEPT BY AGREEMENT IN

WRITING AND WITH APPROPRIATE

COMPENSATION.

SPDG

Architects and Engineers, Inc.

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25014

New Work Floor Plan

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1/8" = 1'-0" 1 Level 1 New Work

1/4" = 1'-0" Construction Notes

1/4" = 1'-0" Floor Plan Legend

1/4" = 1'-0" Finish Notes

1/4" = 1'-0" Toilet Room Notes

1/2" = 1'-0" 2 Level 1 New Work - Toilet

71'-5"

42"

52' - 9"

28' - 1"

26' - 1"

43' - 3"

34"

A301 3

34"

120'-5"

34"

Shelving

Shelving 02Additional

Shelving

Archives

Blueprints

State Court

Evidence Records

Existing Electrical

Rm

Toilet

Entry Lobby

Public Viewing

Rm

Shelving

Corridor

Corridor

Staging Room

Digital Scanning

Rm

28' - 2"

13' - 6"

Secured Storage

PAINTING INSTRUCTIONS:

Provide two-inch high painted stencil letters at each type of reated wall as indicated on this plan. Repeat label at 12'-0" on center, maximum.

Label walls as follows:

1 HOUR: "1 HOUR FIRE BARRIER - PROTECT ALL OPENINGS."

All stenciling is intended to be located in concealed locations.

Where this is not possible, consult with Architect prior to applying stenciling.

Fire Extinguishers shall be located per the requirements of NFPA 10. The size shall be a minimum of 2-A:10-B:C (5) is/are required and shall be installed at a maximum of 48" above the finished floor to the top of the handle.

A501

ADD FIRE CAULKING AS

REQUIRED FOR 2 HR RATING

FE

FEC

FEC

A101

1 Ref

R ef

1 Ref

R ef Interior Elevation

Room name

Room Number

1i Partition Type

Door Number

New Wall Construction

Existing to Remain

1-Hour Fire Barrier

2-Hour Fire Barrier

Sound Attenuation Batts

FE Fire Extinguisher

(Tenant Separation Walls) are to be one hour fire rated construction that extends from the floor to the underside of the roof or fire rated floor deck with all openings sealed tight.

(Door Openings) in the means of egress shall provide not less than 32" clear width (minimum door width is 36"). When pairs of doors are used, one door shall be a minimum of 32" clear width. .Section

7.2.1.2.3.2 of the Life Safety Code 2018 edition.

(Exit Signs) complying with NFPA 101 Life Safety Code section 7.10, 2018 Edition, shall be installed. Additional exit signs may be required upon field inspection.

(Emergency Lighting) shall be installed based on the occupancy as determined by chapters 11 thru 43 of the NFPA 101 Life Safety Code, 2018 edition. Any required emergency lighting shall be installed per section 7.9 of the Life Safety Code.

FIRE RESISTANCE RATINGS:

3 HOUR, 2 HOUR, 1 HOUR & 1/2 HOUR

FIRE BARRIER; A CONTINUOUS MEMBRANE, OR A

MEMBRANE WITH DISCONTINUITIES CREATED BY

PROTECTED OPENINGS WITH A SPECIFIED FIRE

PROTECTION RATING, WHERE SUCH MEMBRANE IS

DESIGNED AND CONSTRUCTED WITH A SPECIFIED FIRE

RATING TO LIMIT SPREAD OF FIRE, THAT ALSO RESTRICTS

THE MOVEMENT OF SMOKE. FIRE BARRIES ARE

CONTINUOUS FORM OUTSIDE WALL TO OUTSIDE WALL OR

FROM ONE FIRE BARRIER TO ANOTHER, OR A COMBINATION

THEREOF, INCLUDING CONTINUITY THROUGH ALL

CONCEALED SPACES, SUCH AS THOSE FOUND ABOVE A

CEILING, INCLUDING INTERSTITIAL SPACES

SMOKE BARRIER; A CONTINUOUS MEMBRANE, OR A

MEMBRANE WITH DISCONTINUITIES CREATED BY

PROTECTED OPENINGS, WHERE SUCH MEMBRANE IS

DESIGNED AND CONSTRUCTED TO RESTRICT THE

MOVEMENT OF SMOKE.(NOT REQUIRED TO HAVE A FIRE

RATING)

FIRE COMPARTMENT; A SPACE WITHIN A BUILDING THAT IS

ENCLOSED BY FIRE BARRIERS ON ALL SIDES, INCLUDING

THE TOP AND BOTTOM

SMOKE COMPARTMENT; A SPACE WITHIN A BUILDING THAT

IS ENCLOSED BY SMOKE BARRIERS ON ALL SIDES,

INCLUDING THE TOP AND BOTTOM

SMOKE PARTITION; A CONTINUOUS MEMBRANE THAT IS

DESIGNED TO FORM A BARRIER TO LIMIT THE TRANSFER OF

SMOKE (NOT REQUIRED TO HAVE A FIRE RATING)

Note:

1. Shading indicates area with sprinkler coverage

Linen Chute Symbol

Exit

2 Hour Fire Barrier

1 Hour Fire Barrier

Smoke Resistive Construction

L

Compartment1.1

Suite#S1

Suite

Exit Stair

Negative Pressue

Hazardous

Positive Pressue

2 Hour Fire/Smoke Barrier

1 Hour Fire/Smoke Barrier

Smoke Barrier

REGISTERED ARCHITECT

S

TA

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OF GEORG

I A

C

ER

T I F I CAT E NO. 94 39

MICHAEL

PAUL

CHALOULT, JR.

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY

OF SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND

IS NOT TO BE USED ON OTHER

PROJECTS OR EXTENSIONS OF THIS

PROJECT, OR REPRODUCED IN WHOLE

OR IN PART, EXCEPT BY AGREEMENT IN

WRITING AND WITH APPROPRIATE

COMPENSATION.

SPDG

Architects and Engineers, Inc.

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25014

Life Safety Plan

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1/8" = 1'-0" 1 Level 1 LSP

1/4" = 1'-0" Life Safety Plan Legend

1/4" = 1'-0" Life Safety Plan Notes

1/4" = 1'-0" LSP Notes

1/4" = 1'-0" Legend

REGISTERED ARCHITECT

TA

TE

OF GEORG

I A

C

ER

T I F I CAT E NO. 94 39

MICHAEL

PAUL

CHALOULT, JR.

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY

OF SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND

IS NOT TO BE USED ON OTHER

PROJECTS OR EXTENSIONS OF THIS

PROJECT, OR REPRODUCED IN WHOLE

OR IN PART, EXCEPT BY AGREEMENT IN

WRITING AND WITH APPROPRIATE

COMPENSATION.

SPDG

Architects and Engineers, Inc.

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August 27, 2026

25014

Life Safety Plan Details

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NOTE:

1. MINIMUM HEIGHT: BASELINE OF LOWEST COPY MOUNTED NO LOWER THAN 48"

ABOVE FLOOR.

2. MAXIMUM HEIGHT: BASELINE OF HIGHEST COPY MOUNTED NO HIGHER THAN 60"

ABOVE FLOOR.

3. CHARACTER SHALL BE UPPERCASE.

4. RAISED CHARACTERS SHALL BE 1/32" MINIMUM ABOVE THEIR BACKGROUND.

5. RAISED CHARACTERS SHALL BE DUPLICATED WITH BRAILLE.

6. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE,

SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.

7. CHARACTER PROPORTIONS: CHARACTERS SHALL BE SELECTED FROM FONTS

WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 55 PERCENT MINIMUM AND 110

PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I".

.00

18" MIN

" M

IN

CENTERED ON

TACTILE CHARACTERS

MIN. CLEAR SPACE

IN

CH

ES

(M

IN

AREA OF

REFUGE

IN

CH

ES

(M

IN

ADA 2010 CHAPTER

7 APPROVED SIGN

BRAILLE

BRAILLE

ADA 2010

CHAPTER 7

APPROVED SIGN

8. CHARACTER HEIGHT: CHARACTER HEIGHT MEASURED VERTICALLY FROM THE

BASELINE OF THE CHARACTER SHALL BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM

BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I".

9. BRAILLE: BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH

ADA 2010 703.3 AND 703.4.

10. LOCATION: WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL

BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS

PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED

ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS

WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT

HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE

DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE

NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE

LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES

MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC

OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN

POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON

THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES.

PI

CT

OG

RA

MS

6 I

NC

HE

S

(M

IN

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

INTERNATIONAL SYMBOL OF

ACCESS FOR HEARING LOSS

INTERNATIONAL SYMBOL OF TTY VOLUME CONTROL TELEPHONE

V 3" 8"

V (9

" m in

V

(2 '-9

" m ax

Width

H ei gh t

Width

H ei gh t

3/ 4" u nd er cu t

WD

SOLID CORE WOOD

WNG

SOLID CORE WOOD

NARROW GLASS

3/ 4" u nd er cu t

8" V 8"

9" V

Width

WHG

SOLID CORE WOOD

HALF GLASS

OHD

*8'H x 10'W

OVERHEAD DOOR

Se e S ch ed ule

See Schedule

GLASS TYPES :

• A. EXTERIOR - PRIMARY VISION -TG

• B. INTERIOR - VISION - TG

• C. INTERIOR - FIRE GLAZING

• TIG. TEMPERED INSULATED GLASS, ALL TEMPERED GLASS

2"

SCHEDULE

SEE DOOR 2"

4"

SE

E

DO

OR

SC

HE

DU

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SE

E

DO

OR

SC

HE

DU

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2"

2"

SCHEDULE

SEE DOOR 2"

TYPE F1:

HM FRAME

TYPE F2:

HM FRAME

SEE DOOR SCHEDULE

SE

E

DO

OR

SC

HE

DU

LE

3/4 " u nd erc ut

HM

HOLLOW METAL

4 1/2" V 4 1/2"

3 1 /2"

V 6 1

/2"

SEE DOOR SCHEDULE

AF1

ALUMINUM MEDIUM STILE

FULL GLASS

Active Leaf of 3'0 x 7'0 Center Hung for OHCC w/Standard Push Bars Complete Panic Door with Std. Panic and Bottom Rail

A

A

(Door Hardware) Handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. Lever-operated mechanisms, push-type mechanisms, and U-shaped handles are acceptable designs. Georgia Accessibility Code. - (Panic Hardware and Fire Exit Hardware) if required by the appropriate occupancy chapter it shall be provided for all exit doors and meet the requirements of section 7.2.1.7 of NFPA 101 Life Safety Code 2018 edition.

(Door Locks) if provided, shall not require the use of a key, a tool, or special knowledge or effort for operation from the egress side., NFPA 101 Life Safety Code, section 7.2.1.5.3, 2018 Edition.

2" EQ 2" EQ 2" *6'-0" 2" EQ 2" EQ 2"

MA

TC

H

EX

IS

TIN

G

* 8

8"

MATCH EXISTING

17'-3"

2" 2'-

2" 2"

6'- 0"

2"

7'- 0"

2"

ALUMINUM STOREFRONT

T.G. T.G. T.G. T.G.

T.G.T.G.T.G.

SA

FE

TY

GLA

ZIN

G

T.G.

SA

G

SA

G

SA

G

SA

G

SA

G

SA

G

SA

G

A203

REGISTERED ARCHITECT

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TA

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OF GEORG

I A

C

ER

T I F I CAT E NO. 94 39

MICHAEL

PAUL

CHALOULT, JR.

SHEET NUMBER

CHECKED BY

DRAWN BY

DATE

SHEET TITLE

PROJECT NO.

5191 Columbus Road Macon, GA 31206

(P) 478-477-7465

(F) 478-477-9511 frontdesk@spdesigngrp.com

C "THIS DRAWING IS THE PROPERTY

OF SP DESIGN GROUP ARCHITECTS AND

ENGINEERS, INC. IT IS TO BE USED ONLY

FOR THE PROJECT AND SITE

SPECIFICALLY IDENTIFIED HEREIN, AND

IS NOT TO BE USED ON OTHER

PROJECTS OR EXTENSIONS OF THIS

PROJECT, OR REPRODUCED IN WHOLE

OR IN PART, EXCEPT BY AGREEMENT IN

WRITING AND WITH APPROPRIATE

COMPENSATION.

SPDG

Architects and Engineers, Inc.

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Room & Door Schedule

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Door Schedule

Mark Quantity Width Height Door

Elevation Door Material Frame

Elevation Frame Material Head Jamb Fire Rating Hardware

Set Comments

001 C.O. 7' - 0" 7' - 0" F2 Hollow Metal H-7 J-7 003 C.O. 6' - 0" 7' - 0" F2 Hollow Metal H-7 J-7 SEE STRUCTURAL FOR LINTEL 004 C.O. 6' - 0" 7' - 0" F2 Hollow Metal H-7 J-7 005 PAIR 6' - 0" 7' - 0" WNG S.C. Wood F2 Hollow Metal H-12 J-6 90 min HW14 006 SGNL 3' - 0" 7' - 0" HM Hollow Metal - Existing HW16 007 SGNL 3' - 0" 7' - 0" HM Hollow Metal F2 Hollow Metal HW12 008 SGNL 3' - 0" 7' - 0" WD S.C. Wood F2 Hollow Metal H-1 J-1 HW8 009 SGNL 4' - 0" 7' - 0" WD S.C. Wood F2 Hollow Metal H-12 J-6 90 min HW14 010 C.O. 5' - 0" 7' - 0" F2 Hollow Metal H-7 J-7 SEE STRUCTURAL FOR LINTEL 011 PAIR 3' - 0" 7' - 0" WNG S.C. Wood F2 Hollow Metal H-8 J-2 HW19 FRP VENEER DOOR 012 SGNL 3' - 0" 7' - 0" WHG S.C. Wood F2 Hollow Metal H-8 J-2 HW7 013 PAIR 3' - 0" 7' - 0" WNG S.C. Wood F2 Hollow Metal H-8 J-5 HW19 FRP VENEER DOOR 014 SGNL 3' - 0" 7' - 0" WHG S.C. Wood F2 Hollow Metal H-8 J-2 HW7 015 SGNL 3' - 0" 7' - 0" WHG S.C. Wood F2 Hollow Metal H-8 J-2 HW7 016 OHD 10' - 0" 8' - 0" OHD Factory Factory 9/A203 32/A203 As Specified in

08 36 00

VERIFY WIDTH OF DOOR TO WIDTH OF EXISTING WINDOW.

017 SGNL 3' - 0" 7' - 0" HM Hollow Metal - Existing HW16 019 C.O. 6' - 0" 7' - 0" F2 Hollow Metal H-7 J-7 SEE STRUCTURAL FOR LINTEL 020 SGNL 3' - 0" 7' - 0" HM Hollow Metal - Existing HW16 021 SGNL 3' - 6" 7' - 0" WNG S.C. Wood F2 Hollow Metal H-8 J-2 HW7 022 OHD 10' - 0" 8' - 0" OHD Factory Factory 9/A203 32/A203 As Specified in

08 36 00

VERIFY WIDTH OF DOOR TO WIDTH OF EXISTING WINDOW.

023 SGNL 3' - 6" 7' - 0" WNG S.C. Wood F2 Hollow Metal H-8 J-2 HW7 024 C.O. 6' - 0" 7' - 0" F2 Hollow Metal H-10 J-4 025 C.O. 6' - 0" 7' - 0" F2 Hollow Metal H-7 J-7 SEE STRUCTURAL FOR LINTEL 026 PAIR 6' - 0" 7' - 0" AF1 Aluminum

Storefront SFA Aluminum

Storefront HW1 Match Existing Size

EX1 * 3' - 0" 7' - 0" * Remove existing door leaf EX2 * 3' - 0" 7' - 0" * Remove existing door leaf EX3 * 3' - 0" 7' - 0" * Remove existing door leaf EX4 * 3' - 0" 7' - 0" * Remove existing door leaf EX5 * 3' - 0" 7' - 0" * Remove existing door leaf

Finish Schedule

Number Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments Level

01 Shelving LVT Resilient Satin Paint Open to Deck *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 02 Shelving LVT Resilient Satin Paint Open to Deck *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 03 Additional Shelving LVT Resilient Satin Paint Open to Deck *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 04 Shelving LVT Resilient Satin Paint Open to Deck ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 05 Corridor LVT Resilient Satin Paint Acoustical Ceiling Tile ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 06 Corridor LVT Resilient Satin Paint Acoustical Ceiling Tile ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 07 Archives LVT Resilient Satin Paint Acoustical Ceiling Tile *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 08 Blueprints LVT Resilient Satin Paint Open to Deck ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 09 State Court Evidence Records LVT Resilient Satin Paint Open to Deck *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 10 Existing Electrical Rm - - Satin Paint Open to Deck Level 1 11 Toilet Ceramic Tile Ceramic Tile Ceramic Tile Acoustical Ceiling Tile Level 1 12 Secured Storage LVT Resilient Satin Paint Acoustical Ceiling Tile *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 13 Entry Lobby LVT Resilient Satin Paint Acoustical Ceiling Tile ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 14 Public Viewing Rm LVT Resilient Satin Paint Acoustical Ceiling Tile *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 15 Staging Room LVT Resilient Satin Paint Acoustical Ceiling Tile *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 16 Digital Scanning Rm LVT Resilient Satin Paint Acoustical Ceiling Tile *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 17 Vestibule LVT Resilient Satin Paint Open to Deck ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 18 Shelving LVT Resilient Satin Paint Open to Deck *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 19 Shelving LVT Resilient Satin Paint Open to Deck *ARDEX, ARMSTRONG; CONJUNCTION 4.5MM, L7528, DELANO PEARL Level 1 Grand total: 19

N.T.S.

1 DOOR SIGNS

3/8" = 1'-0" Door & Frame Legend

1/4" = 1'-0" Door Hardware Notes

Notes:

1. All door hardware shall conform to County standards. Submit hardware schedule for owner review and approval. Verify w/ owner prior to purchase and installation. Installation without prior verification shall be the responsiblity of the contractor.

2. If any doors to are to be reused, verify and receive approval of hardware with County prior to installation.

4. Verify condition of existing doors. Contractor to match existing doors if existing doors are reusable and without defect. If doors are require maintainence, verify with owner as to whether doors are to be prepped and painted. The intent is that all doors new and existing match.

HW1: By Storefront Provider (Butts, concealed closer, weatherstrip package, standard pushbar, ADA threshold). Also, Schlage B600 deadbolt.

HW2: By Storefront Provider (Butts, concealed closers, weatherstrip package, ADA threshold, concealed automatic top/bottom bolts, with standard panic bar). Also, Schlage B600 deadbolt.

HW4: By Storefront Provider (Butts, concealed closer, standard pushbar, silencers). Also, Schlage B600 deadbolt.

HW5: By Storefront Provider (Butts, silencers). Also, Schlage L9050, A05 lever, brushed stainless, Type A wrought rose eschuteon, floor or wall stop.

HW6: Butts, closer, silencers, Schlage ND70PD, Athens lever, 626 brushed stainless, stainless steel kickplate.

HW7: Butts, floor or wall stop, silencers, Schlage ND50PD, Athens lever, 626 brushed stainless, stainless steel kickplate.

HW8: Butts, floor or wall stop, silencers, Schlage ND40S, Athens lever, 626 brushed stainless, stainless steel kickplate.

HW9: Butts, floor or wall stop, silencers, Schlage ND70PD, Athens lever, 626 brushed stainless, stainless steel kickplate.

HW10: Butts, closer, silencers, Schlage ND10S, Athens lever, 626 brushed stainless, stainless steel kickplate.

HW12: Butts, closer, weatherstrip package, ADA threshold, Schlage ND80PD, Athens lever, 626 brushed stainless.

HW13: Butts, closer, silencers, Schlage ND80PD, Athens lever, 626 brushed stainless, stainless steel kickplate.

HW14: Butts, floor or wall stop, silencers, Schlage ND80PD, Athens lever, 626 brushed stainless, stainless steel kickplate.

HW15: Butts, closer, silencers, stainless steel push plate/pull plate, stainless steel kickplate.

HW16: Butts, closers, weatherstrip package, ADA threshold, Schlage ND70PD, Athens lever, 626 brushed stainless, standard panic bar, stainless steel kickplate.

HW17: Butts, floor or wall stop, silencers, ADA threshold, stainless steel push plate/pull plate (DON JO: 7116/71-628) HW18: Butts, closer, silencers, stainless steel push plate/pull plate (DON JO: 7116/71-628) HW19: Butts, floor or wall stop, silencers, Schlage ND97PD, Athens lever, 626 brushed stainless.

3/8" = 1'-0"

2 SFA

1'-6"

1'-0"

PROVIDE 18" CLEAR

MINIMUM BETWEEN STRIKE

SIDE OF JAMB &

INTERSECTING WALL ON

SWING SIDE OF DOOR.

PROVIDE 12" CLEAR MINIMUM

BETWEEN STRIKE SIDE OF JAMB

& INTERSECTING WALL

OPPOSITE SWING SIDE OF

DOOR IF CLOSER IS INSTALLED

ON DOOR.

*Masonry joint reinforcement at 16" o/c vertical

See Finish Schedule and Reflected Ceiling Plan for ceiling information.

*Existing or new 8" CMU

*Hardware cloth.

Extend CMU to 10'-8".

Provide continuous bond beam. Reinforce with two #4.

Plan Indication

F

Base; See Schedule

5/8" Gyp. Bd. Type X

3 5/8"Mtl Studs @ 16" O.C.

3-5/8" Metal Track

Bottom of Structure Above

Sealant

Extend stud and GWB to structure above and seal all penetrations for wall assembly

Scribe GWB to fit deck flutes and seal tight and or pack all voids with approved fire rated materils

L Indicates Sound Attenuation Blankets

Base; See Schedule

3-5/8" Metal Track

Provide Sound Attenuation Blankets as Indicated

One Layer of 5/8" G.W.B. Both Sides

3-5/8" Metal Studs @ 16" O.C.

Plan Indication

Sealant

Ceiling; See Schedule

6" M in

Bottom of Structure Above

Stud Braces @ 4'-0" O.C.

U Indicates Sound Attenuation Blankets

Base; See Schedule

6" Metal Track Provide Sound Attenuation Blankets as Indicated on Plan

One Layer of 5/8" G.W.B.

Ceiling: See Schedule

6" Metal Studs @ 16" O.C.

Plan Indication

6" Metal Track

Bottom of Structure Above

Stud Braces @ 4'-0" O.C.

5/8" G.W.B.

3-5/8" Metal Track

Caulk Both Sides

Hollow Metal Frame

Sound Batts

6"

2"

4 7/8"

5/8" G.W.B.

6" Metal TrackCaulk Both Sides

Hollow Metal Frame

Sound Batts

8 3/4"

2"

7 1/4"

5/8" G.W.B. 3-5/8" Metal Studs @ 16" O.C.

Caulk Both Sides

Hollow Metal Frame

Sound Batts

Triple Stud Hinge Side if Width of Opening Exceeds 36"

Jamb Anchor

6"

2"

7/

8"

5/8" G.W.B. 6" Metal Studs @ 16" O.C.

Caulk Both Sides

Hollow Metal Frame

Sound Batts

Triple Stud Hinge Side if Width of Opening Exceeds 36"

Jamb Anchor

3/

4"

2"

1/

4"

7 5/8"

7 5/8" CONC

BLOCK

DOOR SEE

SCHEDULE

HOLLOW METAL

FRAME FILL SOLID

W/ MORTAR

CAULK ALL

AROUND

EACH SIDE

MASONRY LINTEL

SEE STRUCTURAL

SCHEDULE

7 5/8"

1"

7 5/8" CONC

BLOCK

FILL CELL W/

COARSE GROUT

JAMB ANCHORS

MIN 3 PER SIDE

CAULK JOINT

ALL AROUND

EACH SIDE

HOLLOW METAL

FRAME FILL SOLID

W/ MORTAR

DOOR SEE

SCHEDULE

7 5/8" CONC

BLOCK

MASONRY LINTEL

SEE STRUCTURAL

SCHEDULE

SEALANT ALL

AROUND

OVERHEAD COILING

DOOR HOUSING

COILING DOOR SEE

SCHEDULE

MOUNTING STANDARDS

PER MANUFACTURER

RECOMMENDATIONS

2" M

IN

. FACE BRICK

1/4" STEEL PLATE

WELDED TO ANGLES

3"x6"x1/4"

STEEL ANGLE

EXPANSION BOLT

3"x3"x1/4" STEEL ANGLE

7 5/8"

7 5/8" CONC

BLOCK

HOLLOW METAL

FRAME FILL SOLID

W/ MORTAR

CAULK ALL

AROUND

EACH SIDE

MASONRY LINTEL

SEE STRUCTURAL

SCHEDULE

7 5/8"

1"

7 5/8" CONC

BLOCK

FILL CELL W/

COARSE GROUT

JAMB ANCHORS

MIN 3 PER SIDE

CAULK JOINT

ALL AROUND

EACH SIDE

HOLLOW METAL

FRAME FILL SOLID

W/ MORTAR

Base; See Schedule

3-5/8" Metal Track

One Layer of 5/8" G.W.B.

One Side

3-5/8" Metal Studs @ 16" O.C.

Plan Indication

N Indicates Sound Attenuation Blankets

Ceiling; See Schedule

3 5/8"

6" M in

3-5/8" Metal Track

Sound Attenuation Blankets as Indicated on Plan

Bottom of Structure Above

Stud Braces @ 4'-0" O.C.

5/8" G.W.B.

3-5/8" Metal Track

Caulk Both Sides

Hollow Metal Frame

Sound Batts

6"

2"

4 7/8"

5/8" G.W.B.

6" Metal Track

Caulk Both Sides

Hollow Metal Frame

Sound Attenuation Blankets

8 3/4"

2"

7 1/4"

2 layers 5/8" G.W.B.

3-5/8" Metal Track

Caulk Both Sides

Hollow Metal Frame

Sound Batts

7 3/4"

2"

6 1/8"

5/8" G.W.B. 3-5/8" Metal Studs @ 16" O.C.

Caulk Both Sides

Hollow Metal Frame

Sound Batts

Triple Stud Hinge Side if Width of Opening Exceeds 36"

Jamb Anchor

6"

2"

7/

8"

5/8" G.W.B. 6" Metal Studs @ 16" O.C.

Caulk Both Sides

Hollow Metal Frame

Sound Attenuation Blankets

Triple Stud Hinge Side if Width of Opening Exceeds 36"

Jamb Anchor

3/

4"

2"

1/

4"

2 layers 5/8" G.W.B.

3-5/8" Metal Studs @ 16" O.C.

Caulk Both Sides

Hollow Metal Frame

Sound Batts

Triple Stud Hinge Side if Width of Opening Exceeds 36"

Jamb Anchor

3/

4"

2"

1/

8"

5/8" G.W.B.

3-5/8" Metal Track

Caulk Both Sides

Hollow Metal Frame

Sound Batts

6"

4"

4 7/8"

5/8" G.W.B.

3-5/8" Metal Track

Caulk Both Sides

Hollow Metal Frame

Sound Batts

6"

4"

4 7/8"

5/…