RFP 2025-009 Police Department Shop Expansion -2.pdf

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REQUEST FOR PROPOSAL

FOR

Police Department Shop Expansion

ISSUE DATE: October 29, 2025

DUE DATE: December 01, 2025

RFP 2025-009

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I. GENERAL PROJECT INFORMATION AND BACKGROUND: The City of Douglasville (the

‘’City’’ or “Owner”) is seeking to add 1,801 sf of new construction onto the existing

Police Department shop building for the use of motor vehicle repair. The shop expansion will also feature a 1,720-sf open vehicle storage shelter/pavilion intended to be used for RV and ATV storage.

II. SCOPE OF SERVICES: The project includes but is not limited to the following:

A. Construction

1. Permits: Contractor must obtain all necessary permits for the project.

2. Inspections: Schedule all required inspections with City Staff.

3. On-Site Management: Maintain on-site staff for construction management.

4. Project Schedule: Develop and maintain a detailed schedule that includes construction milestones, delivery, approvals, inspections, testing, construction, and occupancy milestones.

5. Job Meetings: Conduct and document regular job meetings.

6. Shop Drawings: Maintain a system for the review and approval of shop drawings.

7. Reporting: Maintain records and submit bi-weekly progress reports.

8. Quality Control: Ensure quality control and conformity to plans throughout construction.

9. Cost Control: Provide cost control through the review and verification of progress payments, aligned with the approved schedule and contract amounts.

10. Foundations: Ensure all foundations are supported on suitable bearing material as determined by the geotechnical, construction materials testing, and special inspections representative selected by the City.

11. Subgrade Compaction: Compact the subgrade to 98% of the standard proctor specification.

12. MEP Structures: Install all mechanical, electrical, and plumbing structures as per the plans, preserving any existing utilities.

13. New Equipment: Provide and install all new equipment according to the approved equipment schedule.

14. Construction Elements: Install millwork, masonry, structural steel, foundations, concrete, metal deck, framing, and light gauge metal trusses according to Exhibit A.

15. Curb, Gutter, and Asphalt: Remove and replace curbs, gutters, and asphalt as indicated in the plans.

16. Striping: Apply new striping for any new paving.

17. Bid Alternate for Parking Lot: Provide an alternate bid for sealing and restriping the parking lot in areas not initially required.

18. Irrigation Sleeves: Remove and replace 4” PVC sleeves for irrigation.

19. Existing shop must remain operable during expansion construction.

20. Paint: Contract to paint structures according to Exhibit A

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21. Submittals: Are to be sent to Architect and Owner for approval

22. Coordinate with the City and Greystone Power on the transformer relocation scheduling

23. Fire Alarm: Contractor to select fire alarm and submit the fire alarm submittal to the Douglas County Fire Department for approvals

All Local, County, State, and Federal codes and regulations must be followed. The General Contractor selected shall comply with applicable State and Local building codes and regulations. The Contractor shall visit the site and coordinate the contract documents with the existing conditions under which the work is to be performed.

The Contractor shall locate all utilities prior to demolition, digging, trenching, cutting, or coring during the course of construction to protect utilities from damage.

Once a contract is executed between the City of Douglasville and the successful

Proposer, the successful Proposer will be required to deliver the services required by this RFP by the members of the proposed project team. The City of Douglasville must first approve any change in, or substitution of, project team members, including any consultant or sub-contractor, in writing.

III. PROCUREMENT PROCESS AND INFORMATION

A. A MANDATORY pre-proposal conference will be held November 13, 2025 at 11:00

AM EST, at the Douglasville Police Department in the Patrol Room at 2083 Fairburn

Road, Douglasville, GA 30134. All firms intending to respond to this Request for

Proposal must attend. Late attendees will not be admitted.

B. Request for Proposal Documents

All RFP documents are available in electronic format at Bidnet Direct www.bidnetdirect.com.

C. Availability of Request for Proposal

The RFP is open to all qualified candidates and is available free of charge.

D. Request for Information

All requests for information and clarifications regarding this project shall be submitted on Bidnet Direct (www.bidnetdirect.com) no later than November 17, 2025 at 4:00 PM EST. Questions and answers will be issued in the form of an addendum to all interested and will be available on Bidnet Direct

(www.bidnetdirect.com). It is the proposer’s responsibility to check the website for any addenda issued for this RFP.

E. Communication

From the issue date of this (RFP) solicitation until a successful proposer is selected http://www.bidnetdirect.com/ http://www.bidnetdirect.com/

Page | 4 and announced, proposers are forbidden to communicate about this solicitation or this Project for any reason with any members of the City of Douglasville administration and government, except for submission of questions as instructed in the RFP, or during the pre− proposal conference, or as provided by any existing work agreement(s). For violation of this provision, the Owner reserves the right to reject the proposal of the offending proposer. If additional assistance is needed, please contact Alyssa Gordon – Senior Accounting Specialist at gordona@douglasvillega.gov.

F. RFP Timeline

RFP ESTIMATED TIMELINE

Owner issues public advertisement of RFP 10/29/25

Mandatory pre-proposal conference 11/13/25@ 11:00 AM EST

Deadline for written questions/requests for clarification 11/17/25@ 4:00 PM EST

Publish responses to questions 11/24/25

Deadline for submission of Proposals 12/01/25@ 4:00 PM EST

Interviews by Selection Committee (If Required) TBD

Selection recommendation to City Council for approval TBD

G. Submittal Date and Information

All bids must be submitted electronically in 1 PDF file via Bidnet Direct

(www.bidnetdirect.com) no later than 4:00 PMEST on 12/01/25. Electronic submittals must include a reference to RFP 2024-009 Police Department Shop Expansion. No bids will be accepted after the deadline.

1. It is the sole responsibility of the Proposer to assure delivery by the specified deadlines to the correct location; the City cannot accept responsibility for incorrect or late deliveries, regardless of reason.

2. A list of firms submitting responsive proposals will be available on the

Bidnet Direct (www.bidnetdirect.com) website after the stated deadline.

3. Every proposal shall include price for all labor and materials, including the cost of payment bond and performance bond, as well as unclassified site work. Proposals shall be accompanied by a bid bond in the amount of 5% of the bid. A performance bond and a payment bond, each in the amount of 100% of the contract sum and for the term of the contract, will be required from the successful proposer. Proposals may not be withdrawn for a period of 60 days after the due date for receipt of proposals.

4. All proposals must be accompanied by a Certificate of Insurance to include General Liability Insurance with limits of no less than $1 million mailto:gordona@douglasvillega.gov

Page | 5 per occurrence and $2 million aggregate, and a general liability umbrella policy with a limit of no less than $1 million aggregate; Worker’s

Compensation coverage as provided by Georgia law; Temporary Facilities and Equipment, and Builder’s Risk Insurance. All bonds and insurance policies shall be written by surety companies with an overall A.M. Best rating of A− (Excellent) or better, and which is listed in the U.S. Treasury

Circular 570, and also which are licensed to do business in the State of

Georgia. Said policies shall provide for jurisdiction and venue in Douglas

County, Georgia, for resolution of any disputes.

5. Proposals may be withdrawn by written or email request, provided such withdrawals are received prior to the time and date of the bid closing. Prior to Notice to Proceed Contractor shall present a Liability Insurance

Certificate naming the City of Douglasville as an Additional Insured.

Contractor shall be responsible for all injuries or damages of any kind resulting from work to persons or property.

6. All expenses for preparing and submitting responses are the sole cost of the party submitting the response. The City is not obligated to any party to reimburse such expenses. All submittals upon receipt become the property of the City. Labeling information provided in submittals “proprietary” or

“confidential” or any other designation of restricted use will not protect the information from public view. Subject to the provisions of the Open Records

Act, the details of the proposal documents will remain confidential until final award.

The City of Douglasville reserves the right to waive any and all technicalities, formalities, or irregularities in bids. The City may reject the Bid of any vendor that has previously failed to perform properly or complete on time contracts of a similar nature with the City of Douglasville, or if the proposer has within the last 5 years:

a. Failed to complete on time a similar contract due to delays caused by the proposer or non−conforming work performed by the proposer; or

b. Incurred criminal sanctions against company or any current proposer officer; or

c. Had its bonding company pay a claim against proposer’s payment or performance bond, due to proposer’s failure

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H. Proposal Response

Provide the following Qualifications Information for a complete bid:

1. Proposer’s Information

a. Firm name, address, and telephone number

b. Primary local contact person(s) and telephone number(s)

c. Total number of firm's local full−time employees

d. Year firm established

e. Listing and description of all current litigation involving the firm

f. Listing and description of all litigation history for the local firm since and including 2018

g. Letter of commitment from Surety or sureties regarding bonding capacity and availability

h. If the proposer is an entity, Articles of Organization (for LLC or LP) or Articles of Incorporation (for Corporations), PLUS proof of current annual registration, from the Georgia Secretary of State.

2. Experience:

a. Over five years of business operation is required.

b. Provide a list of projects over $70,000 completed in the last 2 years. Include with list: size, cost including change orders, total fee, time to complete, description, and images.

c. Provide examples of your experience as a prime contractor in handling projects similar in scope (OR other public and private projects that indicate similar experience). For each of these projects:

1) Provide photographs.

2) Provide an owner reference familiar with your performance on the project. It is the Proposer’s responsibility to ensure that the listed contact and phone number are current.

3) Provide at least 3 client references and contact information.

4) List the individual who served as the Project

Executive/Director, Project Manager, Superintendent, and

Cost Estimator. Please note whether this individual is still employed with your firm.

d. Provide credentials and experience of selected special inspections firm

3. Statement of Firm's capability to absorb additional workload, availability of personnel, and commitment to provide services on a timely basis.

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4. Staffing Management

a. Provide a proposed Organizational Chart that identifies individual names and areas of responsibility.

b. Please designate the specific individuals to fill the following key roles on your team:

a) Project Manager

b) Superintendent

c) Cost Estimator

d) Other (please describe, if applicable.)

c. Please provide for each of the above personnel:

a) Current resumes listing relevant project experience.

b) Percent of time to be committed to this Project.

d. Please identify the individual who, from project start to finish, will be the leader of your construction team and the principal point of contact between your firm and the City and City’s Representative and other consultants. This individual’s competence, leadership, and ability to achieve customer satisfaction will be heavily considered in the selection of the contractor.

5. Project Specific

a. Project approach

b. Provide a detailed project fee proposal, itemized according to the CSI

MasterFormat 2020 Division breakdown

c. Project detailed timeline to outline project duration and project tasks

I. Evaluation of proposals and presentation

The evaluation by the Selection Committee will be based on the Selection Criteria listed below. The City will appoint a committee of key staff members (Selection Committee) to review each response to this RFP and provide a rank list of all the proposers.

Experience & Qualifications (30%)

● Relevant experience with similar projects in public sector and municipal facilities, and secure environments like police departments.

● Qualifications and certifications of key personnel.

Project Approach & Schedule (25%)

● Comprehensive and clear approach to project management, including coordination, communication, and handling of potential challenges.

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● Detailed project schedule demonstrating key milestones, timelines, and plans to minimize disruption to ongoing police department operations.

● Methods for ensuring quality control, safety, and compliance with regulations throughout the construction process.

Cost Proposal & Value (20%)

● Competitive and transparent fee proposal.

● Clear cost breakdowns, including options for bid alternates for sealing and restriping outlined in Exhibit A

Past Performance & References (25%)

● Track record of completing similar projects on time and within budget.

● Quality of past work, including adherence to plans, safety standards, and overall client satisfaction.

● Client references for similar municipal or public sector projects, particularly police or other secure facilities.

J. General Conditions Upon submission of a bid, the bidder hereby certifies on behalf of his or her company or organization that:

1. This proposal is genuine and not made in the interest of, or on behalf of, an undisclosed person, firm, or corporation.

2. This proposal is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation.

3. The proposer has not directly or indirectly induced or solicited any other proposer to submit a false or sham bid.

4. The proposer has not solicited or induced any person, firm, or corporation to refrain from proposing.

5. The proposer has not sought by collusion to obtain for itself any advantages over any other bidder or over the City of Douglasville.

K. Exhibits

1. Exhibit “A” – Construction Plans of Shop Expansion

2. Exhibit “B” – Bond Attachment

3. Exhibit “C” – Disclosure Statement

4. Exhibit ‘’D’’ – Certification Form

5. Exhibit “E” – Contractor’s Oath

6. Exhibit “F” − Contractors and Subcontractors affidavits of compliance with the Georgia Security and Immigration Act

7. Exhibit “G” – Attach project proposal, fee proposal, and timeline

8. Exhibit “H” − Attach Corporate of Existence

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BIDDER hereby submits this Bid as set forth above:

Bidder:

(typed or printed name of organization)

By:

(individual’s signature)

Name:

(typed or printed)

Title:

(typed or printed)

Date:

(typed or printed)

If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.

Attest:

(individual’s signature)

Name:

(typed or printed)

Title:

(typed or printed)

Date:

(typed or printed)

Address for giving notices:

Bidder’s Contact:

Name:

(typed or printed)

Title:

(typed or printed)

Phone:

Email:

Address

Bidder’s Contractor License Number:

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BIDDERS’ DISCLOSURE STATEMENT

All bidders should be aware that the Project is a public project, and the City is a public agency.

Pursuant to the laws, rules and Executive Orders of the State of Georgia, the City of

Douglasville shall make every effort to avoid even the appearance of a conflict of interest or any impropriety in both the selection process for this project and the negotiation and performance of any resulting contract. As part of any submittal you intend to make for this project, you must include a Disclosure Statement with your submittal which answers the following specific questions:

1. Describe any business transactions occurring within the prior two years between your firm and the City of Douglasville. <Insert Response Here>

2. Describe any gift, hospitality, or benefit of any sort that your firm has provided to the City of Douglasville, within the prior one-year period.

<Insert Response Here>

3. A conflict of interest or potential conflict of interest is defined as any action, decision, or recommendation by a person acting in a capacity as a public official, the effect of which is or could be to the private monetary or financial benefit or detriment of the person, the person’s relative, or any business with which the person or a relative of the person is associated. The potential conflict of interest is viewed from the perspective of a reasonable person who has knowledge of the relevant facts. Based upon this definition, describe any conflict of interest or potential conflict of interest that your firm has with the City of Douglasville. <Insert Response Here>

This Disclosure Statement should be dated and signed by an authorized signer for the bidder and submitted with the Bidder’s submittal.

Name of Firm

Authorized Signature Date

Printed Name and Title of Authorized Agent

Georgia Security and Immigration Compliance.

Compliance with the requirements of O.C.G.A. 13-10-91 and Georgia Department of Labor Rule 300-10-1-

.02 are conditions of this contract. Contractor certifies that it has the following number of employees (check one appropriate box):

_____500 or more employees, or

_____100 or more employees, or

_____fewer than 100 employees, as identified in O.C.G.A. 13-10-91. In the event the Contractor employs or contracts with any subcontractor(s) in connection with this contract, the Contractor will secure from the subcontractor(s) such subcontractor(s’) indication of the employee-number category applicable to the subcontractor. The contractor’s compliance with the requirements of O.C.G.A. 13-10-91 and Rule 300-10-1-.02 is attested by the execution of the contractor affidavit as shown in Rule 300-10-1-.07, or a substantially similar contractor affidavit, which document is attached to this Contract, and is a part of this Contract.

In the event the Contractor employs or contracts with any subcontractor(s) in connection with this contract, the Contractor will secure from such subcontractor(s) attestation of the subcontractor’s compliance with

O.C.G.A. 13-10-91 and Rule 300-10-1-.02 by the subcontractor’s execution of the subcontractor affidavit shown in Rule 300-10-1-.08 or a substantially similar subcontractor affidavit, and maintain records of such attestation for inspection by the City at any time. Such subcontractor affidavit shall become a part of any contractor/subcontractor agreement.

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CONTRACTOR AFFIDAVIT AND AGREEMENT REGARDING GEORGIA SECURITY

AND IMMIGRATION COMPLIANCE.

By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. 13-10-91, stating affirmatively that the individual, firm, or corporation which is contracting with the City of

Douglasville has registered with and is participating in a federal work authorization program* [any of the electronic verification of work authorization programs operated by the United States Department of

Homeland Security or any equivalent federal work authorization program operated by the United States

Department of Homeland Security to verify information of newly hired employees, pursuant to the

Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603], in accordance with the applicability provisions and deadlines established in O.C.G.A. 13-10-91.

The undersigned further agrees that, should it employ or contract with any subcontractor(s) in connection with the physical performance of services pursuant to this contract with the City of Douglasville, contractor will secure from such subcontractor(s) similar verification of compliance with O.C.G.A. 13-10-91 on the

Subcontractor Affidavit provided in Rule 300-10-01-.08 or a substantially similar form. Contractor further agrees to maintain records of such compliance and provide a copy of each such verification to the City of

Douglasville at the time the subcontractor(s) is retained to perform such service.

Company ID Number: EEV/Basic Pilot Program* Authorization Date

Name of Contractor Name of Project

Name of Public Employer

Signature by Authorized Officer or Agent Date

Printed Name of Authorized Officer/Agent of Contractor

Title of Authorized Officer/Agent of Contractor

SUBSCRIBED AND SWORN BEFORE ME ON THIS

THE ___ DAY OF ______________________, 20____

Notary Public

My Commission Expires: ________________

* As of the effective date of O.C.G.A. 13-10-91, the applicable federal work authorization program is the “EEV / Basic Pilot Program” operated by the U. S. Citizenship and Immigration and Immigration Services Bureau of the U.S. Department of Homeland Security, in conjunction with the

Social Security Administration (SSA).

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SUBCONTRACTOR AFFIDAVIT FOR GEORGIA SECURITY AND IMMIGRATION

COMPLIANCE.

By executing this affidavit, the undersigned subcontractor verifies its compliance with O.C.G.A. 13-10-91, stating affirmatively that the individual, firm or corporation which is engaged in the physical performance of services under a contract with (name of contractor)| on behalf of the City of Douglasville has registered with and is participating in a federal work authorization program* [any of the electronic verification of work authorization programs operated by the United States

Department of Homeland Security or any equivalent federal work authorization program operated by the

United States Department of Homeland Security to verify information of newly hired employees, pursuant to the Immigration Reform and Control Act of 1986 (IRCA), P.L. 99-603], in accordance with the applicability provisions and deadlines established in O.C.G.A. 13-10-91.

Company ID Number: EEV/Basic Pilot Program* Authorization Date

Name of Subcontractor Name of Project

Name of Public Employer

Signature by Authorized Officer or Agent Date

Printed Name of Authorized Officer/Agent of Subcontractor

Title of Authorized Officer/Agent of Subcontractor

SUBSCRIBED AND SWORN BEFORE ME ON THIS

THE ___ DAY OF ______________________, 20____

Notary Public

My Commission Expires: ________________

* As of the effective date of O.C.G.A. 13-10-91, the applicable federal work authorization program is the

“EEV / Basic Pilot Program” operated by the U. S. Citizenship and Immigration Services Bureau of the U.S.

Department of Homeland Security, in conjunction with the Social Security Administration (SSA).

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CERTIFICATION FORM

I, , being duly sworn, state that I am (title) of (firm) and hereby duly certify that I have read and understand the information presented in the attached bid and any enclosure and exhibits thereto.

I further certify that to the best of my knowledge the information given in response to the request for bids is full, complete and truthful.

I further certify that the bidder and any principal employee of the bidder have not, in the immediately preceding five years, been convicted of any crime of moral turpitude or any felony offense, nor has had their professional license suspended, revoked or been subjected to disciplinary proceedings.

I further certify that the bidder has not, in the immediately preceding five years, been suspended or debarred from contracting with any federal, state or local government agency, and further, that the bidder is not now under consideration for suspension or debarment from any such agency.

I further certify that the bidder has not in the immediately preceding five years been defaulted in any federal, state or local government agency contract, and further, that the bidder is not now under any notice of intent to default on any such contract.

I acknowledge, agree and authorize, and certify that the bidder acknowledges, agrees and authorizes, that the City of Douglasville may, by means that the City of Douglasville deems appropriate, determine the accuracy and truth of the information provided by the bidder and that the City of Douglasville or their agents may contact any individual or entity named in the RFB for the purpose of verifying the information supplied therein.

I acknowledge and agree that all the information contained in the RFB is submitted for the express purpose of inducing the City to award a contract.

A materially false statement or omission made in conjunction with this bid is sufficient cause for suspension or debarment from further contracts, or denial of rescission of any contract entered into based upon this bid thereby precluding the firm from doing business with, or performing work for, the

State of Georgia. In addition, such false statement or omission may subject the person and entity making the bid to criminal prosecution under the laws of the State of Georgia of the United States, including but not limited to O.C.G.A. §16-10-20, 18 U.S.C. §§1001 or 1341.

Signature

SWORN AND SUBSCRIBED BEFORE ME

This (day) of (month), 20 (year)

NOTARY PUBLIC SIGNATURE

My Commission Expires:

NOTARY SEAL

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List of Similar Projects:

1. Project Name: _________________________________________________ Project Location: __________________________________________________

Project Owner: ___________________________________________________

Owner Contact (Name and Phone): ___________________________________

Project Contract Amount: ___________________________________________

Description of Project: ______________________________________________

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2. Project Name: _________________________________________________

Project Location: __________________________________________________

Project Owner: ___________________________________________________

Owner Contact (Name and Phone): ___________________________________

Project Contract Amount: ___________________________________________

Description of Project: ______________________________________________

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3. Project Name: _________________________________________________ Project Location: __________________________________________________

Project Owner: ___________________________________________________

Owner Contact (Name and Phone): ___________________________________

Project Contract Amount: ___________________________________________

Description of Project: ______________________________________________

FOETAT

S

GEORG

I A

DERETSI

G E

R

ARCHIT

E C

TACIFI

TR

E C

E NO. 0

T

KEVIN W.

DONALSON

Project Number

Date

A001

TITLE

SHEET

19-0295

08.20.2025

GENERAL NOTES

SYMBOLS

9'-6" A.F.F.

ACT-1

A-000

SHEET NOTES

ELEVATION TAG

REVISION TAG

CEILING TAG

AV-34

EQUIPMENT TAG

A

TOILET ACCESSORY TAG

WINDOW TYPE TAG

B

1102b

DOOR TAG

A34

PARTITION TYPE TAG

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE(D)

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

BB BULLETIN BOARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONT CONTINUE, CONTINUOUS

CTR CENTER

D DEPTH

DBL DOUBLE

DEMO DEMOLISH, DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DIV DIVIDE, DIVISION

DWG DRAWING

EA EACH

ELEC ELECTRIC(AL)

EQ EQUAL

EXIST EXISTING

FIN FLR FINISHED FLOOR

FOS FACE OF STUD

FOW FACE OF WALL

FT FEET

GA GAGE

GYP GYPSUM

H HIGH (HEIGHT)

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION, AIR CONDITIONING

INCL INCLUDE(D), INCLUDING

INSUL INSULATION

INT INTERIOR

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

NA NOT APPLICABLE

NC NURSE CALL

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OF/CI OWNER FURNISHED, CONTR INSTALLED

OF/OI OWNER FURNISHED, OWNER INSTALLED

OPH OPPOSITE HAND

OPT OPTIONAL

PAR PARALLEL

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PSF POUNDS PER SQUARE FOOT

PT PAINT

PTS PNEUMATIC TUBE

QTY QUANTITY

R RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

REC RECESSED

REINF REINFORCE, REINFORCING

REQD REQUIRED

REV REVISION

RH RIGHT HAND

SC SOLID CORE

SCHED SCHEDULE

SF SQUARE FOOT(FEET)

SGL SINGLE

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

SV SHEET VINYL

TOW TOP OF WALL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VAC VACUUM LINE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WD WOOD

WP WALL PROTECTION

WT WEIGHT

ABBREVIATIONS

VICINITY MAP

North

LOCATION PLAN

2083 Fairburn Road

Limits of Construction

1. General Contractor shall comply with applicable State and Local building codes and regulations.

2. The Contractor shall visit the site and coordinate the Contract Documents with the existing conditions under which the work is to be performed.

3. Review complete set of contract documents for other applicable documentation, abbreviations, and symbols. The plans are complimentary. The Contractor shall refer to mechanical, structural and electrical plans and what is required by any one shall be required by all. The intent of the documents is to include all labor, materials, equipment and items necessary for the execution of the work.

4. The Architect is not liable for the work where interpretations or changes to these documents have been made without the Architect's approval.

5. All interior dimensions shown on floor plans for partitions are to the finished face.

6. The Project Specifications and any addenda for this project compliment the drawings, and are part these plans and shall be specifications for all materials used on this project.

7. All drawings and details incorporating existing conditions are representative of existing conditions only. The Contractor shall verify details with existing conditions and coordinate with the Architect any deviations of the details to execute the intent of the drawings.

8. The Contractor shall locate all utilities prior to demolition, digging, trenching, cutting, or coring. During the course of construction, protect utilities from damage.

9. Coordinate all electrical and mechanical work so that there is a minimum of cutting and patching.

10. Do not scale the drawings.

11. Materials, components, and equipment shall be installed according to manufacturer's requirements. Notify Architect if these requirements conflict with the Contract Documents or applicable codes.

12. The Architect’s approval of shop drawings or samples does not indicate a change to the Contract Documents. The Contractor is responsible for any deviations from the Contract Documents.

13. Construction trailers, temporary facilities, and signs shall be permitted through Owner's Building Services Dept. and the Authority Having jurisdiction.

14. The Contractor shall coordinate all Subcontractors, even those NIC (Not-in-Contract).

Where building components or assemblies require multiple trades, commencement of work implies acceptance of the substrate as suitable for the application intended.

15. Coordinate sizes and locations of all base and housekeeping pads with mechanical, plumbing and electrical equipment.

16. Locate access panels as indicated on drawings. For access panels not shown on the drawings but required by the contract documents, locate in accordance with applicable codes. Submit proposed locations to the architect for review prior to installation.

17. All exposed mechanical units, ducts, and electrical panels shall be painted to match adjacent wall finish.

18. The Contractor shall verify all dimensions prior to construction of partitions. Refer any dimensional inconsistencies to the architect for resolution prior to the start of partition construction.

19. Finish floor elevations are measured from top of finished concrete unless otherwise noted.

20. Level floors that exceed 1/4" variance in a 10' -0" radius. Refer to Equipment Sheets for additional leveling requirements.

21. Where existing finishes are to remain, these shall be repaired and/or extended into renovated area.

22. Architect shall be notified immediately upon the discovery of any possible historic or anthropologic finds during construction.

23. Provide connectors for pressure treated lumber as recommended by the lumber manufacturer. Protect and isolate dissimilar metals to prevent corrosion.

24. Do not obstruct access to exits, or reduce the width of public corridors. On-site materials shall only be stored in areas approved by the Owner.

25. Fire sprinkler systems shall remain functional at all times. A work permit shall be obtained from the Owner prior to commencement of work on the fire sprinkler system.

26. Label smoke and fire partitions with signs or stenciling at 12' -0" o.c. max. in a manner acceptable to the Authority Having Jurisdiction. Such identification shall be above any decorative ceiling and concealed spaces. Suggested wording - "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS." Size of lettering shall be 2" high and be in a contrasting color to its background.

PROJECT SUMMARY

The scope of this project includes the addition of 1,801 sf of new construction onto an existing building for the use of motor vehicle repair.

A 1,720 sf open vehicle storage shelter/pavilion is intended to be used for RV and ATV storage.

The new construction will match the existing masonry and metal truss framing system.

INDEX OF DRAWINGS PERMITTING DATA

CODE INFORMATION

CONSTRUCTION AREA CALCULATION

FACILITY INFORMATION

INTERNATIONAL BUILDING CODE:

Construction Type: IIB Occupancy - Group S-1, Moderate Hazard Storage

LIFE SAFETY CODE:

Construction Type: TYPE II (0,0,0) Occupancy - Special Purpose Industrial

Existing Facility has 1 Floor.

Existing Facility is NOT protected with automatic fire sprinklers.

Occupancy Load (per NFPA 101) for Storage Use

10 people, highest probable

A fire alarm system will be added to both the Existing Facility and New Facility.

Existing Building 1,609 sf New Building Addition 1,801 sf

Total Enclosed Building 3,410 sf

New Open Shelter 1,720 sf

This project is under the jurisdiction of the CODE OF ORDINANCES City of DOUGLASVILLE, GEORGIA Codified through Ordinance No. O-2025-22, enacted July 7, 2025. (Supp. No. 114)

The following codes, as adopted by the Georgia Department of Community Affairs, are adopted by reference as ordinances of the city as fully as though set out at length herein. Copies of the codes listed below shall be maintained on file in the office of the city clerk where it shall be available for inspection by the public. (Douglasville Code 804.A.5)

Current Mandatory Codes as Adopted by the City of Douglasville:

International Building Code, 2018 Edition, with Georgia Amendments (2020), (2022), (2024), (2025) International Fire Code, 2018 Edition (Contact State Fire Marshal Below) International Plumbing Code, 2018 Edition, with Georgia Amendments (2020), (2022), (2023), (2024) and Douglasville Amendments International Mechanical Code, 2018 Edition, with Georgia Amendments (2020), (2024) International Fuel Gas Code, 2018 Edition, with Georgia Amendments (2020), (2022) National Electrical Code, 2023 Edition International Energy Conservation Code, 2015 Edition, with Georgia Supplements and Amendments (2020), (2022), (2023) City of Douglasville - Code of Ordinances Chapter 42- Fire Prevention and Protection

Current Permissive Codes as Adopted by the City of Douglasville:

International Property Maintenance Code, 2018 Edition, with Georgia Amendments (2021) International Existing Building Code, 2018 Edition, with Georgia Amendments (2021)

The State Amendments are available on the Georgia Department of Community Affairs webpage:

https://www.dca.ga.gov/local-government-assistance/construction-codes-industrialized-buildings/construction-codes

The current edition of the Codes and Standards as adopted and modified by the Georgia State Fire Marshal.

120-3-3 Rules and Regulations for the State Minimum Fire Safety Standards

International Fire Code 2018 Edition, with GA Modifications NFPA 10, 2018 Edition, Standard for Portable Fire Extinguisher, with GA Modifications NFPA 72, 2019 Edition, National Fire Alarm and Signaling Code, with GA Modifications NFPA 101, 2018 Edition, Life Safety Code, with GA Modifications NFPA 30-A, 2018 Edition, Code for Motor Fuel Dispensing Facilities and Repair Garages, with GA Modifications 2010 ADA Standard for Accessible Design, US Department of Justice

The State Fire Code Amendments are available at: https://www.rules.sos.ga.gov/gac/120-3-3

Expansion & Renovation Design Package for:

Douglasville Police Department Shop

N N

A001 TITLE SHEET

A002 LIFE SAFETY

A003 PENETRATION DETAILS

A091 SITE PLAN

A101 FLOOR PLAN

A111 ENLARGED FLOOR PLAN

A151 EQUIPMENT PLAN

A201 BUILDING ELEVATIONS

A311 SECTIONS & DETAILS

A312 SECTIONS & DETAILS

A511 DETAILS

S001 GENERAL NOTES

S101 FOUNDATION PLAN

S102 ROOF FRAMING PLAN

S201 FRAMING ELEVATIONS

S301 TYPICAL FOUNDATION DETAILS

S302 TYPICAL ROOF DETAILS

S401 TYPICAL MASONRY DETAILS

S402 TYPICAL MASONRY DETAILS

S501 TYPICAL STEEL DETAILS

M000 COVER PAGE - MECH

M001 SCHEDULES - MECH

M002 DETAILS - MECH

M003 HEAT LOAD CALCULATIONS

M101 FLOOR PLAN - MECH

P000 PLUMBING COVER PAGE

P001 PLUMBING SCHEDULES

P002 PLUMBING DETAILS

P101 FLOOR PLAN PLUMBING

E001 COVER PAGE - ELECT

E002 ELECT POWER RISER

E003 ELECT SCHEDULES

E101 FLOOR PLAN - ELECT

E201 FLOOR PLAN - LIGHTING

2083 Fairburn Road, Douglasville, GA 30135

DONALSON ARCHITECTS, LLC

Contact: Kevin Donalson, RA 280 Merchants Drive #2959

Dallas, Georgia 30132 Ph (770) 833-9780 Fax (770) 783-6510

REVISION #6

DATED 09.29.2025

CONSTRUCTION CODES REVISED

SHEET ADDED

NOTE CHANGED

SHEET ADDED

4 SHEETS ADDED

SM1 SM1SM1 SM1

SM2 SM2SM2 SM2

VEHICLE WASH

OFFICE

CL.

5105TOILET

STORAGE

WORK BAY 1

PARTS ROOM

WORK BAY 2

MOTOR

ROOM

Conex Container

OPEN SHELTER

EXISTING CONSTRUCTIONNEW CONSTRUCTION

Roll-up Door Roll-up Door

Roll-up Door Roll-up Door

Existing Transformer, existing location

Existing Transformer, new location

Existing Meter (to remain)

NEW MASONRY 3-HOUR RATED FIRE WALL PER 2018 IBC Section 706

PROTECT ALL CONDUIT / PIPE PENETRATIONS WITH DETAIL C-AJ-1353 ON A003.

2'

/8

2'

/8

HORIZONTAL CONTINUITY

PER 2018 IBC Section 706.5, FIRE WALLS SHALL EXTEND 18 INCHES MIN. BEYOND

THE EXTERIOR FACE OF EXISTING WALLS. 32 INCHES PROVIDED.

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LIFE SAFETY

19-0295

08.20.2025

1/8" = 1'-0"

New Floor Plan - LIFE SAFETY

NFPA 101 (2018)

CHAPTER 40, Industrial Occupancies

40.1.6 There are no minimum construction requirements.

40.1.7 Occupant Load (Table 7.3.1.2), Special Purpose Industrial, Not Applicable The occupant Load is the maximum probable number of occupants present at any time.

40.2.3.1 Capacity of Means of Egress (Table 7.3.3.1) shall be .2 inch per person.

40.2.4.1.2 A single exit is permitted if exit is less than the common path distance (50ft).

40.2.5 Arrangement of Means of Egress (Not protected)

Dead End less than 50 ft Common Path of Travel less than 50 ft Maximum Travel Distance 300 ft.

40.3.4.1 A fire Alarm system is NOT required if the total occupant load is less than 100 persons.

F

Smoke Detector

Fire Pull Station

Fire Alarm Strobe & Chime

Fire Alarm Strobe

Exit SignFire Extinguisher Cabinet

2-Hour Rated Fire Barrier Wall

3-Hour Rated Fire Barrier Wall

Non-Rated Smoke Partition

1-Hour Smoke Barrier Wall (Smoke Compartment)

1-Hour Rated Fire Barrier Wall

LIFE SAFETY PLAN LEGEND

2-Hour Smoke Barrier Wall (Smoke Compartment)

Exit Sign (Directional)

Exit Directly to ExteriorEXIT

FEC

Emergency Lighting

Light Fixture with Emergency Function

FEC

Fire Extinguishers shall be located per the requirements of NFPA 10. The size shall be a minimum of one 2-A extinguisher is required and shall be installed at a maximum of 48" above the finished floor to the top of the handle.

Table sourced from NFPA 10 Table 6.2.1.1 "Fire Extinguisher Size and Placement for Class A Hazards."

PROJECT CODE INFORMATION

NFPA 30A (2018) Code for Motor Fuel Dispensing Facilities and Repair Garages

3.3.12 Repair Garages

3.3.12.1 Major Repair Garage

A building or portion of a building where major repairs, such as engine overhauls, painting, body and fender work, and repairs that require draining of the motor vehicle fuel tank are performed on motor vehicles, including associated floor space used for offices, parking, or showrooms.

7.4 Repair Garages

7.4.1 Occupancy Classification is Special Purpose Industrial

7.4.4 Floors shall be non-combustible and non-absorbent.

7.4.6 Fire sprinklers are NOT required for this Major Repair Garage.

1) This Garage is only 1 floor and is less than 10,000 sf.

2) This Garage is a single story less than 10,000 sf.

3) This Repair Garage has NO basement or pit.

7.5.1 HVAC system of the repair garage will not be connected to other parts of the building serving other occupancies.

9.2.3.1 Class I and II liquids shall be dispensed in approved portable containers.

9.2.5.1 No smoking, matches or lighters within 20 feet of service areas.

9.2.5.2 Portable Fire Extinguishers shall be installed per NFPA 10.

9.2.6.1 Waste liquids shall be stored in approved containers and NOT dumped into sewers.

9.7.6.1 Parts shall be cleaned with non-flammable solvents.

9.7.9.1 An authorized employee, an officer of the firm, or the owner shall make daily inspections of the repair garage and shall be responsible for the prompt removal or repair of any hazardous condition, including proper maintenance of equipment and safety devices and the immediate removal of accumulations of combustible materials.

9.7.9.2 Clear aisle space shall be maintained to permit ready access to and the use of fire-fighting equipment.

9.7.9.3 Floors shall be kept clean and free of oil and grease. Only approved water solutions or detergents, floor-sweeping compounds, and grease absorbents shall be used for cleaning floors.

9.7.9.4 Metal Lockers shall be provided for employees' clothes.

9.7.9.5 Approved metal receptacles with self-closing covers shall be provided for the storage or disposal of oil-soaked waste or cloths.

9.7.9.6 Combustible rubbish shall be placed in covered metal receptacles until removed to a safe place for disposal. Contents of such containers shall be removed daily.

9.7.9.7 Smoking shall be prohibited except in designated areas subject to the approval of the authority having jurisdiction.

International Building Code (2018)

SECTION 311, Storage Group S

3.11.2 Moderate-hazard storage Group S-1, Repair Garages

SECTION 406, Motor-Vehicle-Related Occupancies

406.8 Repair Garages

406.8.3 A repair garage shall be equipped with an automatic sprinkler system.

TABLE 503

Occupancy S-1, Building Type II-B shall be limited to 2 stories and 17,500sf each level.

Facility Area including New Addition is 3,410 sf

EXISTING CMU / BRICK FIRE WALL

CMU RATING BY EQUIVALENT THICKNESS

SILICEOUS GRAVEL AGG. CMU HAS A FIRE RATING OF 1.75 HOURS FOR 4" THICKNESS (ASTM C140)

HOLLOW UNIT BRICK HAS A FIRE RATING OF 1 HOUR FOR 2.3" THICKNESS

1/2" AIRSPACE BETWEEN MASONRY HAS A FIRE RATING OF .30 HOURS

CALCULATE TOTAL FIRE RESISTANCE FOR MULTIWYTHE WALLS

RA = ( R1

.59 + R2

.59 + R3 .59 + A1 + A2 ) 1.7

RA = ( 1.75 .59 + 1 .59 + 1.75 .59 + .30 + .30 )1.7

RA = ( 1.39 + 1 + .30 )1.7

RA = ( 2.69 ) 1.7

TOTAL FIRE RATING OF WALL = 5.38 HOURS ( ONLY 3 HOUR FIRE RATING REQUIRED )

CALCULATED FIRE RATING OF MULTIWYTHE CMU WALL (IBC 2018, 722.3)

NEW CMU FIRE WALL

NEW AND EXISTING CMU

FIRE WALL DETAILS REVISED

35 ft. (50 ft max.)

45 ft. (50 ft max.)

Exit on grade

FEC

FEC

existing existing

FEC

FEC

FEC

new

FEC

new new new

EXIT

E X

IT

E X

ITExit on grade

Exit on grade

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ADA SIGN PLACEMENT GUIDELINES

The purpose of the rated separation is to create two separate buildings to avoid the automatic sprinkler requirement of the Douglasville Code of Ordinance Sec. 42-44(a).

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Door/Frame Fire Rating in minutes90

Magnetic Hold Open tied to Fire Alarm

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1" 2"

Project Number

Date phone 770.833.9780 fax 770.783.6510 www.DArchs.com

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PENETRATION

DETAILS

19-0295

08.20.2025

THIS SHEET IS BEING ISSUED

AS PART OF REVISION #5

NEW ASSEMBLY INFORMATION

FOR NEW SHOP ROOF.

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30' - 0"

Existing Transformer

10711072

1069.501069.50

1069.35 1068.65

1068.30

1068.60 1067.60

1069.40

1069.801070.70

1071.00

1070.00

1069.50

1069.50

1069.50

1070.25 1070.25

1069.50 1069.50

1069.901069.90

SLOPE 1/4"

PER FT.

EXISTING CONCRETE

SWALE BEHIND BUILDING

1069.00 1069.35

1069.50

S1

1071.00

1072.20

S1

S2

S3

S4

S5

Existing Transformer

10711072

1069.501069.50

1069.35 1068.65

1068.30

1068.60 1067.60

1069.40

1069.801070.70

1071.00

1072.20

S1

S1

S1

S2

Existing Transformer

NEW 20 FT WIDE PAVED ACCESS

CURBS & GUTTERS

2@12 FT CHAINLINK GATES

TEMP. CHAINLINK FENCE

6' HT. AND 198' LENGTH

TEMP. CHAINLINK FENCE

6' HT. AND 16' LENGTH

THIS SECTION OF FENCE SHALL

BE MOVABLE TO ALLOW ACCESS

TO EXISTING BAY.

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Date phone 770.833.9780 fax 770.783.6510 www.DArchs.com

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SITE PLAN

19-0295

08.20.2025

1" = 30'-0"

New Site Plan

1" = 30'-0"

Site Plan - DEMOLITION

SITE PLAN KEYNOTES

S1 Remove and replace curb / gutters to match new grading.

S2 Remove and replace asphalt paving to match new grading.

S3 Remove and replace 4" PVC sleeves for irrigation. Approx. 200' at 3 locations.

S4 New striping required for new paving.

S5 Provide pricing alternate for sealing and restriping parking lot from this point.

1" = 30'-0"

Site Plan - TEMPORARY FENCE

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A2B2C2D2

Pa

Pe

A312

S1P4

A201

P2

P1

Pb

Pf

Pc

Pd

A312

P3

A201

A311

3/

8" 2'

/8

" 8"

8"

2'

/8

5/

8"

3'

/2

3'

/4

Relocate Existing Transformer

40' - 0" 13' - 4"

13' - 4"

13' - 4"

12' - 8" 16' - 8" 14' - 2" 14' - 8"

E2 17' - 4 5/16" 10' - 6 7/8" 22' - 0" 54' - 1 3/8" 10" 58' - 2"

S2

Sb Sb

Sa Sa

A311

"S" column lines are Shop Column Lines "P" column lines are Pavilion Column Lines cl-1

MOTOR

ROOM

WORK BAY 2

PARTS ROOM

WORK BAY 1

STORAGE

CL.

TOILET

OFFICE

VEHICLE WASH

OPEN SHELTER

Conex Container

09b

09a

08b

"Boxed" column lines are Existing Shop Column Lines

3/

8" 3'

/8

3'

/8

A511

5/

8"

Face of New Brick

Face of New Brick

/4

9' - 0"

9' - 0" none

DP-1

none

SP-1

none

DP-1

none

SP-1

WP-1

DP-1

FL-1

none

WP-1

DP-1

FL-1

none

WP-1

DP-1

FL-1

none

WP-1

DP-1

FL-1

none

ALL Column Bases to be painted WP-2 existing location new location

Existing Meter (to remain)

08c

A511

F1 F2

2"

AS SCHEDULED

AS

S

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2"

2"

FRAME TYPE "1"

2"

AS

S

C H

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4"

2"

FRAME TYPE "2"

AS SCHEDULED

DOOR TYPE "F" DOOR TYPE "HL"

5"

5"

5"

5"

No. Room Name Width Height

DOOR SCHEDULE

DOOR Glazing TypeMaterial Type

FRAME

Hardware

Material Type

09a Motor Room

09b Motor Room

OL Office Lock SL Storage Lock CR Classroom Lock PA Passage Set PR Privacy Set PP Push Plate PL Pull Plate DB Dead Bolt FB Flush Bolt EX Exit Hardware PK Pocket Set

CL Closer HO Electric Hold Open KP Kick Plate MP Mop Plate AP Armor Plate MG Magnetic Lock KY Keypad RD Proximity Card Reader

CH Continuous Hinge WS Weather Stripping

W Wall Stop F Floor Stop O Overhead Stop

SCWD Solid Core Wood Door HCMD Hollow Core Metal Door ICMD Insulated Core Metal Door HM Hollow Metal Frame WDF Wood Frame and Trim PKT Pocket Door

3' - 0"

08b Work Bay 10' - 0"

8' - 0"

10' - 0"

7' - 0"

10' - 0"

Finish Finish Rating in mins. Comments

1HCMD

ICMD

HCMD

1 2

Dimensions shown are finished opening. Manufacturer to size door accordingly.

DOOR SCHEDULE KEYNOTES

Overhead Door, Series 620, 22 ga galvanized white, chain hoist with RHX operator, Safe-T-Beam sensor.

PAINT

PAINT

PAINT

F HM PAINT 2 EX,CL,KP,WS

08c Work Bay 3' - 0" 7' - 0" HCMD PAINT F HM PAINT 2 EX,CL,KP,WS

NOTE ADDED

DOORS ADDED

F1 Work Bay 2 3' - 0" 7' - 0" HCMD 3PAINT F HM PAINT 2 EX,CL,KP,HO180 mins.

Door shall be held open by electronic hold opens and release upon fire alarm activation.3

F1 Work Bay 2 3' - 0" 7' - 0" HCMD 3PAINT F HM PAINT 2 EX,CL,KP,HO180 mins.

WP-1

FINISH PLAN LEGEND

Primer: Loxon Concrete & Masonry Primer Sealer, A24W8300 1st coat: Pro Industrial Water Based Catalyzed Epoxy Eg-Shel, B73-360 Series 2nd coat: Pro Industrial Water Based Catalyzed Epoxy Eg-Shel, B73-360 Series Color: SW-7568 Neutral Ground

SHERWIN WILLIAMS

WALL PAINT

SP-1

DP-1

Primer: Pro Industrial Pro-Cryl Universal Primer, B66-310 Series 1st coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series 2nd coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series

Color: SW-7005 Pure White

SHERWIN WILLIAMS

Primer: Pro Industrial Pro-Cryl Universal Primer, B66-310 Series 1st coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series 2nd coat: Pro Industrial Acrylic Semi-Gloss, B66-650 Series

Color: SW-7568 Neutral Ground, interior of door/frame SW-7005 Pure White, exterior of door/frame

SHERWIN WILLIAMS

STRUCTURE, ROOF DECK, TRUSSES, COLUMNS PAINT

DOORS, FRAMES, LINTELS PAINT

FL-1

Primer: E100-VB5 Epoxy Vapor Barrier two-component epoxy primer system Body Coat: E100-VR4 Pigmented two-component epoxy system Top Coat: SPARTIC-ALL RM two-component polyaspartic ester floor coating Color: Light Grey

ELITE CRETE SYSTEMS, INC.

INTERIOR CONCRETE FLOOR COATING

STRUCTURE

DOORS

FLOORS

WALL PAINT

WP-2

Primer: Loxon Concrete & Masonry Primer Sealer, A24W8300 1st coat: Pro Industrial Water Based Catalyzed Epoxy Eg-Shel, B73-360 Series 2nd coat: Pro Industrial Water Based Catalyzed Epoxy Eg-Shel, B73-360 Series…