ITB 26-06

City of Dunwoody

INVITATION TO BID

July 8, 2026

GENERAL CONTRACTOR SERVICES

FOR

DUNWOODY SWAT GARAGE

CITY OF DUNWOODY

4800 Ashford Dunwoody Rd Dunwoody, Georgia 30338

Solicitation Issue Date: July 8th, 2026 Bids Packages Due: August 5th, 2026, 2:00 PM

INVITATION TO BID

General Contractor Services for

Dunwoody SWAT Garage 4470 N Shallowford Rd

Dunwoody, Georgia 30338

The City of Dunwoody (“Owner”) is soliciting bids from firms interested in providing general contractor services for the construction of a project known as Dunwoody SWAT Garage (“Project”).

1. GENERAL PROJECT INFORMATION

Project Description The City of Dunwoody is soliciting bids for the construction of a new approximately 6,000-square-foot SWAT Garage located at 4470 North Shallowford Road, Dunwoody, Georgia.

The project includes construction of a pre-engineered metal building for secure storage of SWAT vehicles, tactical equipment, and support spaces, along with all associated building systems. Work also includes demolition as indicated, site grading, utilities, underground stormwater detention, paving, concrete, fencing, site lighting, landscaping, erosion control, and all related improvements necessary to deliver a complete and operational facility. The Work includes delegated design components as identified in the Contract Documents, including contractor-retained professional engineering, sealed calculations, shop drawings, and coordination required for permitting and construction

Project Delivery Method The delivery method for this Project will be design-bid-build. The Owner has employed the services of Jericho Design Group as the Design Professional and Comprehensive Program Services, Inc. (CPS) as Program Manager and Owners Representative to help facilitate the design and construction.

Construction Cost The Project construction cost is estimated to be in the range of $2.2M.

Project Schedule The duration to complete construction is estimated at 5 months. (Note: All of the dates indicated in this section are estimates and as such are subject to change.)

2. PROCUREMENT PROCESS ITB

Selection of the GC will be a one-step process. The lowest responsive bidder shall be awarded the contract for the GC Services, subject to the terms of the Bidding Documents.

3. ITB SCHEDULE OF EVENTS

The following schedule represents the Owner’s best estimate of the schedule that will be followed. All times indicated are prevailing times in Atlanta, Georgia. The Owner reserves the right to adjust the schedule as the Owner deems necessary.

SUBMITTAL OF QUESTIONS AND REQUESTS FOR CLARIFICATION

All questions concerning this invitation and all questions arising subsequent to award must be in writing and are to be addressed to:

John Gates Purchasing Manager 4800 Ashford Dunwoody Rd Dunwoody, GA 30338 John.Gates@dunwoodyga.gov

AND

Taylor Williams Assistant Program Manager/Owner’s Representative

CPS

twilliams@cps-atlanta.com

To maintain a “level playing field”, and to assure that all proposers receive the same information, proposers are requested NOT to contact anyone other than the contact above until after the award of the contract. Doing so could result in disqualification of the proposer.

Written responses to all written inquiries received by the outlined date and time in the Fact Sheet will be posted on the City’s Website under Business and Procurement Opportunities.

Proposers should periodically check the city’s website for addenda and updates.

5. SUBMITTAL OF BID PACKAGE

(1) Original, (1) electronic PDF on a USB drive are to be submitted to:

(ITB) Estimated Timeline Event Projecte d Date Projected

Time

a. Owner issues Invitation to Bid and provides access to bidding documents 7/8/26 N/A

b. Owner conducts Mandatory Pre-Bid Site Visit for Interested Firms 7/15/26 10:00 AM

c. Deadline for written Questions 7/22/26 2:00 PM

d. Responses to Questions Issued 7/29/26 2:00 PM

e. Deadline to submit Competitive Sealed Bids 8/5/26 2:00 PM

Attn: John Gates Purchasing Manager 4800 Ashford Dunwoody Rd Dunwoody, GA 30338 The Bid Package must be submitted no later than Wednesday, August 5th, 2026, by 2:00 PM EST. The Bid Package must be received at the address indicated above in a sealed envelope or container marked “ITB 26-06, Bids for General Contractor Services – Dunwoody SWAT Garage” and be delivered to the Owner by the stated deadline above.

Include the Bidder’s company name, contact name and phone number on the submitting envelope or container.

No Bids will be received or accepted after the above specified date and time of the Bid opening. Bids submitted after the designated date and time will be deemed invalid and returned unopened to the Bidder. Bids submitted via facsimile or email shall be rejected.

Issuance of this ITB does not constitute a commitment on the part of the Owner to award a Contract pursuant to this ITB. The Owner reserves the right to reject any and all Bids submitted in response to this ITB, in whole or in part, for any reason, and to award a Contract pursuant to this ITB or cancel this ITB if it is considered to be in the best interests of the Owner. The Owner further reserves the right to make changes to this ITB at any time by issuance of written addendum/addenda, amendment(s) or clarification(s). Addenda will be posted on the City’s Website under Business and Procurement Opportunities.

No Bidder may withdraw its Bid and must honor its Bid for 90 days after the actual date of the opening thereof or until the City of Dunwoody executes a Contract, whichever is sooner. Submittals must be on 8 ½” x 11” paper.

6. FINALIST NOTIFICATION

Once all bids have been evaluated the firms will be notified of the results.

7. TERMS:

All respondents to this ITB are subject to instructions communicated in this document and additional terms and conditions contained herein

Restriction of Communications From the issue date of this (ITB) solicitation until a successful bidder is selected and the selection is announced, bidder s are not allowed to communicate for any reason with any members of the Owner’s Rep, Owner, or the Architect, except for submission of questions as instructed in the ITB, or during the bidder’s conference (if applicable), or as provided by any existing work agreement(s). For violation of this provision, the Owner reserves the right to reject the Bid of the offending bidder.

Submittal Costs and Confidentiality All expenses for preparing and submitting responses are the sole cost of the party submitting the response. The Owner is not obligated to any party to reimburse such expenses. All submittals upon receipt become the property of the Owner. 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.

Award Conditions This request is not an offer to contract. This request and any proposal submitted in response, regardless of whether the proposal is determined to be the best proposal, is not binding upon The City of Dunwoody and does not obligate The City of Dunwoody to procure or contract for any services. Neither The City of Dunwoody nor any party submitting a response will be bound unless and until a written contract mutually accepted by both parties is negotiated as to its terms and conditions and is signed by The City of Dunwoody and a party containing such terms and conditions as are negotiated between those parties. The Owner reserves the right to waive non-compliance with any requirements of this ITB and to reject any or all Bids submitted in response. Upon receipt and review of responses, the Owner will determine the party(s) and proposal that in the sole judgment of the Owner is in the best interest of the Owner (if any is so determined), with respect to the evaluation criteria stated herein. The Owner then intends to conduct negotiations with such party(s) to determine if a mutually acceptable contract may be reached and in the course of doing so may use ideas expressed in any proposal.

Reciprocal Preference Law For the purposes of evaluation only, a bidder that resides in the State of Georgia will be granted the same preference over bidders that reside in another State in the same manner, on the same basis, and to the same extent that preference is granted in awarding bids for the same goods or services by such other State to bidders that reside therein. For the purposes of this law, the definition of a resident bidder is one who maintains a place of business with at least one employee inside the State of Georgia. A P.O. Box address will not satisfy this requirement.

Statement of Agreement With submission of a bid, the Bidder agrees that he/she has carefully examined the Invitation to Bid, and the Bidder agrees that it is the Bidder’s responsibility to request clarification on any issue(s) in any section of the Invitation to Bid with which the Bidder disagrees or needs clarified. The Bidder also understands that failure to mention these items in the proposal will be interpreted to mean that the Bidder is in full agreement with the terms, conditions, specifications and requirements in the therein. With submission of a bid, the Bidder hereby certifies: (a) that this bid is genuine and is not made in the interest or on behalf of any undisclosed person, firm, or corporation; (b) that Bidder has not directly or indirectly included or solicited any other Bidder to put in a false or insincere bid; (c) that Bidder has not solicited or induced any person, firm, or corporation to refrain from sending a proposal.

8. GENERAL INFORMATION

No Bid received after said time or at any place other than the time and place as stated in the notice shall be considered. No responsibility shall attach to the City of Dunwoody for the premature opening of a Bid Package not properly addressed and identified.

Withdrawal of Bid A bidder may withdraw his Bid before the Bid due date, without prejudice to the bidder, by submitting a written request of withdrawal to the Procurement Department.

Rejection of Bid The City of Dunwoody may reject any and all Bids and must reject a Bid of any party who has been delinquent or unfaithful in any formal contract with the City of Dunwoody. Also, the right is reserved to waive any irregularities or informalities in any Bid Package in the proposing procedure. The City of Dunwoody shall be the sole judge as to which Bid Package is best, and in ascertaining this, will take into consideration the business integrity, financial resources, facilities for performing the work, and experience in similar operations of the various bidders.

Statement of Experience and Qualifications The bidder may be required, upon request, to prove to the satisfaction of the City of Dunwoody that he/she has the skill, experience, necessary facilities and ample financial resources to perform the contract(s) in a satisfactory manner and within the required time. If the available evidence of competency of any bidder is not satisfactory, the Bid of such bidder may be rejected. The successful Bidder is required to comply with and abide by all applicable federal and state laws in effect at the time the contract is awarded.

Non-Collusion Affidavit By submitting a Bid, the bidder represents and warrants that such Bid is genuine and not sham or collusive or made in the interest or in behalf of any person not therein named, that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in a sham Bid, or any other person, firm or corporation to refrain from bidding and that the bidder has not in any manner sought by collusion to secure to that bidder any advantage over any other bidder.

Interest of By submitting a Bid, the bidder represents and warrants that an Elected Official, Administrator, employee, nor any other person employed by the City of Dunwoody has, in any manner, an interest, directly or indirectly, in the Bid or in the contract which may be made under it, or in any expected profits to arise there from.

Proprietary Information Careful consideration should be given before submitting confidential information to the City of Dunwoody. The Georgia Open Records Act permits public scrutiny of most materials collected as part of this process. Please clearly mark any information that is considered a trade secret, as defined by the Georgia Trade Secrets Act of 1990, O.C.G.A. §10-1-760 et seq., as trade secrets are exempt from disclosure under the Open Records Act. The City of Dunwoody does not guarantee the confidentiality of any information not clearly marked as a trade secret.

Documents deemed part of the Contract

The notice, invitation to bidders, general conditions, and instructions for bidders, special conditions, drawings, Bids, and addenda, if any, will be deemed part of the contract.

A sample of the AIA standard contract is part of the front-end documents of the Specs provided by this ITB. An official contract will be negotiated following award recommendation.

Contract Term The Contract Term is anticipated to be 5 months.

Qualifications of Offerors Bidders must provide a current business license from their home office jurisdiction with the submittal of their bids. Dunwoody vendors doing business in the City of Dunwoody must have a current Dunwoody Business License.

Bids from any offeror that is in default on the payment of any taxes, license fees, or other monies due to City of Dunwoody will not be accepted.

Insurance The Company shall maintain in full force and effect the following insurance during the term of the Agreement.

Coverage Limits of Liability Commercial General $1,000,000 each occurrence $2,000,000 aggregate Workers’ Compensation $1,000,000 each accident $1,000,000 each employee $1,000,000 policy limit Professional Liability $1,000,000 per claim $1,000,000 aggregate Automobile Liability $1,000,000 combined single limit Excess Umbrella Liability $10,000,000 each occurrence $10,000,000 aggregate

All insurance shall be provided by an insurer(s) acceptable to the City of Dunwoody and shall provide for thirty (30) days prior notice of cancellation to the City of Dunwoody. Upon contract award, Contractor shall deliver to the City a certificate or policy of insurance, within ten (10) days after execution of the Agreement, and shall maintain all required insurance in full force throughout the term evidencing Contractor’s compliance with this paragraph. Contractor shall abide by all terms and conditions of the insurance and shall do nothing to impair or invalidate the coverage.

All coverage must be placed with insurers licensed to do business in the State of Georgia, with an A.M. Best rating of a 6 or higher, and otherwise acceptable to the City. The City of Dunwoody, together with its affiliated companies and its officers, directors, and employees, shall be named as Additional Insured by endorsement on the Commercial General Liability, Automobile Liability, and Umbrella/Excess Liability policies.

Copies of all required endorsements shall be provided upon execution.

Such insurance shall be primary and non-contributory.

The Certificate Holder shall read: City of Dunwoody, 4800 Ashford Dunwoody Road, Dunwoody, GA 30338.

Bonds The successful bidder shall furnish Performance and Payment Bonds, each in an amount equal to one hundred percent (100%) of the Contract Amount, prior to execution of the Contract and issuance of the Notice to Proceed.

Each bid shall be accompanied by a Bid Bond in an amount equal to five percent (5%) of the total Bid Amount, executed by a surety authorized to do business in the State of Georgia.

All sureties of bonds for City of Dunwoody must be licensed to do business in the State of Georgia and must be listed on the Department of Treasury Federal Register.

Permits The awarded contractor will be responsible for acquiring any permits that are required for this project/purchase. City of Dunwoody will waive fees on all permits issued by City of Dunwoody (excluding fees related to construction such as tap fees or sub-contractor permit fees).

Award of Contract The City of Dunwoody Procurement Office and Evaluation Committee make a recommendation for award. The City Council will make the actual award of the contract and has the authority to award the contract to a company different than the company recommended by the Procurement Office and/or Evaluation Committee.

End of Section

STANDARD INSTRUCTIONS

1. The instructions contained herein shall be construed as a part of any Bid invitation and/or specifications issued by City of Dunwoody and must be followed by each bidder.

2. The written specifications contained in this Bid shall not be changed or superseded except by written addendum from the City of Dunwoody. Failure to comply with the written specifications for this Bid may result in disqualification by the City of Dunwoody.

3. All goods and materials shall be F.O.B. Destination Dunwoody; Georgia and no freight or postage charges will be paid by the City of Dunwoody unless such charges are included in the Bid price.

4. The following number, ITB 26-06, must be written clearly on the outside of each Bid envelope in order to avoid prior opening in error.

5. All Bids must be received and in-hand at Bid due date and time. Each bidder assumes the responsibility for having his/her Bid received at the designated time and place of Bid due date. Bids received after the stated time and date may be subject to rejection without consideration, regardless of postmark. The City of Dunwoody accepts no responsibility for mail delivery.

6. Unless otherwise stated, all Bids submitted shall be valid and may not be withdrawn for a period of 90 days from the due date.

7. Each Bid form submitted must include the name of the business, mailing address, the name, title and signature of the person submitting the Bid. When submitting a Bid to the City of Dunwoody the first page of your Bid package should be the Bid form listing the price, delivery date, etc., unless the Bid form is requested to be in a separate envelope.

8. The City of Dunwoody reserves the right to reject any and all Bids.

9. Telephone, Telegraphic or Facsimile Bids will not be accepted.

10. No sales tax will be charged on any orders.

Federal I.D. #26-3687535

Sales Tax Exempt #263687535

11. If applicable, completed questionnaires must be signed manually. The City of Dunwoody reserves the right to accept or reject any Bid on the basis of incomplete or inaccurate answers to the questionnaire.

12. If applicable, warranty information shall be provided.

13. Bidders shall state delivery time after receiving order.

14. Bidders shall identify any subcontractors and include an explanation of the service or product that they may provide.

Exhibit A

PRE-BID SITE VISIT INFORMATION

A mandatory Pre-Bid Site Visit will be held at 4470 N Shallowford Rd on July 15th, 2026, at 10:00 AM. Bidders will be allowed to tour the project site at the mandatory pre-bid site visit.

Failure to attend the site visit will automatically result in disqualification from the bid process.

The City of Dunwoody reserves the right to disqualify a potential bidder due to a failure by the bidder to arrive for the pre-bid conference by the scheduled time.

Exhibit B

BID FORM

Bidder submits the following lump sum price for the Dunwoody SWAT Garage

Bid submitted by: (hereinafter referred to as "BIDDER")

(Name of Contractor)

City of Dunwoody (hereinafter referred to as "OWNER") 4800 Ashford Dunwoody Road Dunwoody, GA 30338

Ladies and Gentlemen:

The BIDDER by making a bid represents that the following have taken place:

• The BIDDER has read and understands the bidding documents and the bid is made in accordance therewith.

• The BIDDER has visited the site, become familiar with conditions of the site under which the work is to be performed, and has correlated the BIDDER'S personal observations with the requirements of the proposed contract documents.

• The BID is based upon the materials, equipment, and systems required by the bidding documents without exception.

• The BIDDER has studied and compared the bidding documents with each other and has reported to the OWNER any errors, inconsistencies, or ambiguities discovered.

• The BIDDER hereby agrees to commence work under this contract on or before a date to be specified in a written "Notice to Proceed" of OWNER and to fully complete the project within the Contractor’s stipulated calendar days from the date of the written Notice to Proceed.

• The BIDDER acknowledges receipt of the following addenda:

ADDENDUM NO.

DATE RECEIVED

• The BIDDER understands that the OWNER reserves the right to reject any or all bids and to waive any informalities in the bidding.

• The BIDDER agrees that their bid shall be binding and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving bids.

• The BIDDER acknowledges and confirms that their bid includes an ALLOWANCE of $50,000 for unforeseen conditions during construction.

A. LUMP SUM BASE BID

_________________________________________________________________________(Dollars &

Cents)

B. BID BREAKDOWN

1. PERFORMANCE AND PAYMENT BOND $_______________________

2. UNFORESEEN CONDITIONS ALLOWANCE $_____50,000______________

Note: Low-voltage wiring and device installation will be provided and installed by Owner provided forces and will not be required as part of this lump sum base bid. This lump sum base bid will include providing and installing boxes, conduit and pull strings required for low-voltage equipment.

C. SCHEDULE

The BIDDER acknowledges and confirms that the project will be substantially complete in ________________ days following a Notice to Proceed.

Respectfully Submitted:

(Please Print or Type)

By: _____________________________________________ (Signature)

Title: ____________________________________________

Business Address: __________________________________

Federal I.D. or Social Security No.: ____________________

ATTEST:

Name: __________________________________

NOTE: Attest for a corporation must be by the corporate secretary; for a partnership by another partner;

for an individual by a Notary.

Exhibit C

CONTRACTOR AFFIDAVIT UNDER O.C.G.A. §13-10-91(b)(1)

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 engaged in the physical performance of services on behalf of (name of public employer) has registered with, is authorized to use and uses the federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A.

§13-10-91. Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will contract for the physical performance of services in satisfaction of such contract only with subcontractors who present an affidavit to the contractor with the information required by O.C.G.A. §13-10-91(b). Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows:

Federal Work Authorization User Identification Number

Date of Authorization

Name of Contractor

Dunwoody SWAT Garage_______ Name of Project

City of Dunwoody __________________ Name of Public Employer

I hereby declare under penalty of perjury that the foregoing is true and correct.

Executed on ______, ___, 2026__ in _____(city), ______(state).

Signature of Authorized Officer or Agent

Printed Name and Title of Authorized Officer or Agent

SUBSCRIBED AND SWORN BEFORE ME

ON THIS THE ______ DAY OF ______________,2026__.

NOTARY PUBLIC

My Commission Expires:

Dunwoody SWAT Garage BID FORM A25-159 / 03-2026 Page 1

BID FORM

Bidder submits the following lump sum price for the Dunwoody SWAT Garage

Bid submitted by: (hereinafter referred to as "BIDDER")

(Name of Contractor)

City of Dunwoody (hereinafter referred to as "OWNER") 4800 Ashford Dunwoody Road Dunwoody, GA 30338

Ladies and Gentlemen:

The BIDDER by making a bid represents that the following have taken place:

• The BIDDER has read and understands the bidding documents and the bid is made in accordance therewith.

• The BIDDER has visited the site, become familiar with conditions of the site under which the work is to be performed, and has correlated the BIDDER'S personal observations with the requirements of the proposed contract documents.

• The BID is based upon the materials, equipment, and systems required by the bidding documents without exception.

• The BIDDER has studied and compared the bidding documents with each other and has reported to the OWNER any errors, inconsistencies, or ambiguities discovered.

• The BIDDER hereby agrees to commence work under this contract on or before a date to be specified in a written "Notice to Proceed" of OWNER and to fully complete the project within the Contractor’s stipulated calendar days from the date of the written Notice to Proceed.

• The BIDDER acknowledges receipt of the following addenda:

ADDENDUM NO.

DATE RECEIVED

• The BIDDER understands that the OWNER reserves the right to reject any or all bids and to waive any informalities in the bidding.

• The BIDDER agrees that their bid shall be binding and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving bids.

• The BIDDER acknowledges and confirms that their bid includes an ALLOWANCE of $50,000 for unforeseen conditions during construction.

Dunwoody SWAT Garage BID FORM A25-159 / 03-2026 Page 2

A. LUMP SUM BASE BID

(Dollars & Cents)

B. BID BREAKDOWN

1. PERFORMANCE AND PAYMENT BOND $

2. UNFORESEEN CONDITIONS ALLOWANCE $ 50,000

Note: Low-voltage wiring and device installation will be provided and installed by Owner provided forces, and will not be required as part of this lump sum base bid. This lump sum base bid will include providing and installing boxes, conduit and pull strings required for low-voltage equipment.

C. SCHEDULE

The BIDDER acknowledges and confirms that the project will be substantially complete in _________________ days following a Notice to Proceed.

Respectfully Submitted:

By:

Title:

Business Address:

Federal I.D. or Social Security No.:

ATTEST:

Name:

(Please Print or Type)

NOTE: Attest for a corporation must be by the corporate secretary; for a partnership by another partner; for an individual by a Notary.

END OF SECTION

VICINITY MAP

NORTH

ERIC LINTON

TEL: 678-382-6704

eric.linton@dunwoodyga.gov

PROJECT DIRECTORY

CITY OF DUNWOODY

4800 ASHFORD DUNWOODY RD

DUNWOODY, GA 30338

OWNER:

STRUCTURAL:

MECHANICAL

ELECTRICAL

& PLUMBING:

SITE

GENERAL NOTES

1. THESE DRAWINGS ARE THE PROPERTY OF JERICHO DESIGN GROUP,

LLC AND SHALL NOT BE REPRODUCED OR COPIED (PHYSICALLY AND/OR

DIGITALLY) IN PART OF WHOLE. THEY ARE TO BE USED FOR THIS PROJECT

ONLY AND ARE NOT TO BE USED ON ANY OTHER PROJECT.

2. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO AGREE AND BE

MUTUALLY EXPLANATORY. THEY SHALL BE ACCEPTED/USED AS A WHOLE;

NOT SEPARATELY. SHOULD ANY ITEMS BE OMITTED FROM THE DRAWINGS

AND BE HEREIN SPECIFIED, OR VICE VERSA, IT SHALL BE EXECUTED THE

SAME AS IF SHOWN AND COMBINED IN BOTH. IT IS THE RESPONSIBILITY OF

THE CONTRACTOR TO SUPPLY ENTIRE SET TO EACH SUBCONTRACTOR.

3. THE CONTRACTOR IS TO NOTIFY ARCHITECT OF ANY DISCREPANCIES

AFTER FULL REVIEW OF CONTRACT DOCUMENTS TO INCLUDE BUT NOT

LIMITED TO ERRORS, OMISSIONS, INCONSISTENCIES, DISCREPANCIES,

AND CONFLICTS WITH THE DRAWINGS/SPECIFICATIONS OR AS RELATED

TO FIELD CONDITIONS. CONTRACTOR TO CONTACT ARCHITECT

IMMEDIATELY TO DISCUSS A RESOLUTION.

4. DO NOT SCALE THE DRAWINGS UNDER ANY CONDITION.

5. WORK PERFORMED SHALL BE IN ACCORDANCE TO ALL FEDERAL,

STATE AND LOCAL BUILDING CODE REQUIREMENTS PER INDUSTRY

STANDARDS. ALL REQUIRED PERMITS AND FEES ASSOCIATED ARE TO BE

THE RESPONSIBILITY OF THE CONTRACTOR NECESSARY FOR START AND

COMPLETION OF THE PROJECT. COPIES OF INSPECTIONS AND PERMITS

SHALL BE FURNISHED TO OWNER AT REQUEST AND/OR AT PROJECT

CLOSEOUT.

6. CONTRACTOR TO TAKE PRECAUTIONS IN PROTECTING THE WORK

DURING CONSTRUCTION. ANY DAMAGE TO BE RESTORED TO ORIGINAL

CONSTRUCTION BY THE CONTRACTOR. PATCH AND REPAIR ALL ITEMS

DAMAGED OR ALTERED DURING CONSTRUCTION BY THE CONTRACTOR.

ALL PATCHES SHALL BLEND WITH ADJACENT MATERIAL, COLOR, FINISH,

AND TEXTURE. ALL EXISTING WORK FURNISHINGS, EQUIPMENT OR

MATERIAL TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR'S

OPERATION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE OWNER.

7. REQUESTS FOR SUBSTITUTIONS MUST BE SUBMITTED IN WRITING TO

THE ARCHITECT FOR CONSIDERATION ONLY IF IMPACT TO SCHEDULE,

COST CHANGE OR QUALITY OF PRODUCT. ACCEPTANCE BY ARCHITECT

DOES NOT IDENTIFY PRODUCT TO BE OF BETTER QUALITY THAN

SPECIFIED PRODUCT.

ABBREVIATIONS

1 A-3.1

WOOD DIMENSIONAL

ROOM NAME & NUMBER

COLUMN AND GRID NUMBER

DOOR REFERENCE NUMBER

SOLID GROUT

'SIM' - SIMILAR

SECTION MARK

ENLARGED

PLAN / DETAIL

MARK

'OH' - OPPOSITE HAND

ELEVATION MARK

WINDOW REFERENCE NUMBER

SHEATHING

RIGID INSULATION

BATT INSULATION

PLASTER, GYPSUM

WALLBOARD

EARTH

CONCRETE

WOOD

STEEL, IRON

BRICK

GRANULAR

OFFICE

SF-1

SYMBOLS

A

MORTAR NET

DRAWING INDEX

DOUG SHAW

TEL: 678-983-5992

dshaw@jericho-design.com

JERICHO DESIGN GROUP

208 PIRKLE FERRY RD

SUITE C

CUMMING, GA 30040

CONTACT NAME

TEL: PHONE #

EMAIL ADDRESS

COMPANY NAME

STREET ADDRESS

SUITE

CITY, STATE ZIP

KAREN JENKINS

TEL: 404-664-8051

kjenkins@shearstructural.com

SHEAR STRUCTURAL

3411 PIERCE DRIVE

SUITE 100

ALPHARETTA, GA 30341

KEN BOVE

TEL: 678-820-4608

kbove@conway-owen.com

CONWAY AND OWEN

1455 BLUEGRASS LAKES PKWY

ALPHARETTA, GA 30004

ARCHITECT:

CIVIL:

ACT ACOUSTICAL CEILING TILE

A.F.F. ABOVE FINISHED FLOOR

ALUM. ALUMINUM

B/ BOTTOM OF

BD. BOARD

BLDG. BUILDING

BR BRICK

BRG BEARING

CFMF COLD FORMED METAL FRAMING

C.L. CENTER LINE

CLR CLEAR

C.J. CONTROL JOINT

CMU CONCRETE MASONRY UNIT

COORD. COORDINATE

COL COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

Ø DIAMETER

DWG. DRAWING

D.S. DOWN SPOUT

EA. EACH

ELEV. ELEVATION

ELEC. ELECTRIC

E.S. EQUIPMENT SUPPLIER

EXP. EXPANSION

EXT. EXTERIOR

E.W.C. ELECTRIC WATER COOLER

F.D. FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

F.F. FINISHED FLOOR

FL. FLOOR

F.O. FACE OF

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.I.C. FURNISHED BY OWNER INSTALLED BY CONTRACTOR

F.R. FIRE RETARDANT

FRAN. FRANCHISEE

FRP FIBERGLASS REINFORCED POLYESTER

G.C. GENERAL CONTRACTOR

GYP. BD. GYPSUM BOARD

H.M. HOLLOW METAL

HT HEIGHT

I.B.C. INSTALLED BY CONTRACTOR

JT. JOINT

L.L. LANDLORD

MFR. MANUFACTURER

MAT. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

MTL. METAL

NC. NON-COMBUSTIBLE

N.I.C. NOT IN CONTRACT

N.T.E. NOT TO EXCEED

N.T.S. NOT TO SCALE

O.D. OVERFLOW DRAIN

OPP. OPPOSITE

PL. PLASTIC LAMINATE

PLYWD. PLYWOOD

PR. PAIR

P.T. PRESSURE TREATED

O.C. ON CENTER

R.D. ROOF DRAIN

S.B.O. SUPPLIED BY OWNER

SCHED. SCHEDULE

SIM. SIMILAR

STL. STEEL

STRUCT. STRUCTURAL

T/O TOP OF

T&G TONGUE AND GROOVE

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

VWC VINYL WALL COVERING

W WIDE

W/ WITH

WD. WOOD

W.W.F. WELDED WIRE FABRIC

8. SEAL ALL EXTERIOR PENETRATIONS AND VOIDS ON EXTERIOR

BUILDING ENVELOPE.9. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR

TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITION/S AND

CONTRACT DOCUMENTS PRIOR TO ANY CONSTRUCTION ACTIVITY IN

AREA OF CONCERN.

10. THE LOCATION OF THE EXISTING UTILITIES & STRUCTURES SHOWN

HEREIN ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO VERIFY THE EXISTENCE & ACTUAL LOCATIONS OF ALL,

SHOWN OR NOT SHOWN. ANY DAMAGES RESULTING BY CONTRACTORS’

ACTIVITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

11. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING & SHORING

FOR ALL WORK DURING THE CONSTRUCTION PERIOD.

12. PROVIDE SEPARATION BETWEEN ALL DISSIMILAR METALS INCLUDING

SCREWS, NAILS & OTHER FASTENING DEVICES TO AVOID GALVANIC

CORROSION.

13. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER

PRODUCT MANUFACTURER'S STANDARDS, OR SPECIFICATIONS, UNLESS

NOTED OTHERWISE.

14. ALL DIMENSIONS ARE WITNESSED TO THE OUTSIDE FACE OF

MASONRY, FACE OF STUD, CENTER OF COLUMN, TOP OF STRUCTURAL

CONCRETE SLAB OR ROUGH WINDOW OPENING UNLESS NOTED

OTHERWISE.

15. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND

MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL

SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

16. INTERIOR PARTITION MOVEMENT CONTROL - VERTICAL CONTROL

JOINTS FOR ANY WALL LENGTH ARE TO OCCUR AT NOT MORE THAN 30'-0"

O.C. IN THE HORIZONTAL DIRECTION, UNLESS NOTED OTHERWISE.

17. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL

PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN

UNFINISHED OR INCOMPLETE CONDITION.

SITE MAP

SITE

208 Pirkle Ferry Road, Suite C Cumming, GA 30040

J e ri c h o D e s ig n G ro u p

L L C

T h e s e d ra w in g s a re p ro te c te d b y t h e c o p y ri g h t la w s o f th e U n it e d S ta te s

T h e s e d ra w in g s o r a n y p a rt t h e re o f m a y n o t b e u s e d f o r a n y p u rp o s e o r re p ro d u c e d i n a n y f o rm o r b y a n y m e a n s w it h o u t th e w ri tt e n c o n s e n t o f

D o u g S h a w

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD

RELEASED FOR PERMIT6

/1

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:0 :1

P

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CS-1.01

COVER SHEET

Issue Date 26012

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DUNWOODY SWAT GARAGE

PROGRESS DOCUMENTS

SHEET NO. SHEET NAME

01 COVER

CS-1.01 COVER SHEET

02 LIFE SAFETY

LS-1.01 LIFE SAFETY

03 GENERAL

G-1.01 ADA REGULATORY DETAILS & DIAGRAMS

G-2.01 PARTITION TYPES

G-3.01 SPECIFICATIONS

G-3.02 SPECIFICATIONS

G-3.03 SPECIFICATIONS

G-3.04 SPECIFICATIONS

G-3.05 SPECIFICATIONS

05 CIVIL

C000 COVER

C101 EXISTING CONDITIONS

C111 DEMOLITION PLAN

C201 SITE PLAN

C221 VEHICLE TURN PLAN

C222 FIRE TURN PLAN

C301 GRADING & DRAINAGE PLAN

C311 STORM SEWER PROFILES & DATA

C321 STORMWATER MANAGEMENT PLAN

C322 UnnamedUG DETENTION DETAILS

NOTE: RENDERED PERSPECTIVE IMAGE SHOWN ON SHEET CS-1.01 IS FOR GRAPHIC ILLUSTRATION ONLY.

SHEET NO. SHEET NAME

C351 PRE DEVELOPED BASIN MAP

C352 POST DEVELOPED BASIN MAP

C401 EROSION CONTROL NOTES (1)

C402 EROSION CONTROL NOTES (2)

C411 ESPC PHASE 1

C421 ESPC PHASE 2

C431 ESPC PHASE 3

C441 ESPC DETAILS (1)

C442 ESPC DETAILS (2)

C501 UTILITY PLAN

C601 CONSTRUCTION DETAILS (1)

C602 CONSTRUCTION DETAILS (2)

C603 CONSTRUCTION DETAILS (3)

07a ARCHITECTURAL

AS-1.01 ARCHITECTURAL SITE PLAN

07c ARCHITECTURAL

A-1.01 FIRST FLOOR PLANS

A-3.01 RCP AND ROOF PLANS

A-4.01 ELEVATIONS & SECTIONS

A-5.01 ENLARGED PLANS & WALL SECTIONS

A-7.01 DOOR SCHEDULE AND DETAILS

09 STRUCTURAL

S-0.01 GENERAL NOTES

S-0.02 ABBREVIATIONS & SYMBOLS

No. DATE DESCRIPTION

1 06/12/2026 PERMIT SET

SHEET NO. SHEET NAME

S-0.03 SPECIAL INSPECTIONS

S-0.04 SPECIAL INSPECTIONS

S-0.05 SPECIAL INSPECTIONS

S-1.11 FOUNDATION PLAN

S-3.01 FOUNDATION DETAILS

S-4.01 MASONRY DETAILS

10 ELECTRICAL

E-0.01 ELECTRICAL LEGENDS, NOTES, AND DETAILS

E-0.02 SPECIFICATIONS

E-0.03 COMCHECK

E-1.01 FLOOR PLAN - ELECTRICAL

E-2.01 FLOOR PLAN - LIGHTING

E-3.01 FLOOR PLAN - SITE PLAN

11 MECHANICAL

M-0.01 LEGENDS, SCHEDULES, & DETAILS - HVAC

M-0.02 DETAILS - HVAC

M-0.03 SPECIFICATIONS

M-1.01 FLOOR PLAN - HVAC

13 PLUMBING

P-0.01 LEGENDS, SCHEDULES, & DETAILS - PLUMBING

P-1.01 FLOOR PLANS - PLUMBING

TOTAL SHEETS: 58

MRAP

(SHORE

CHARGING)

EQUIPMENT

TRUCK

(SHORE

CHARGING)

QRF

SPRINTER

VAN

DUNWOODY

BEARCAT

(SHORE

CHARGING)

COMMAND

VECHICLE

(SHORE

CHARGING)

DPD

RANGER

BARRICADE

TRAILER

CR

CR

F

F

F A

C P

J

V S

V S

LV

D

LV

D

EL 471

EL 481

LIFE SAFETY PLAN LEGEND

SEPARATION PER IBC CHAPTER 5

2-HOUR RATED PARTITION

1-HOUR RATED PARTITION

SMOKE PARTITION

OCCUPANCY LOAD FACTOR LSC 7.3.1.2 W/GEORGIA AMENDMENTS

EXTINGUISHER LOCATION PER NFPA 10

FIRE EXTINGUISHER IN RECESSED CABINET

BRACKET MOUNTED FIRE EXTINGUISHER

CAPACITY PER LSC TABLE 7.3.3.1

STAIRS = 0.3"/PERSON

DOORS = 0.2"/PERSON

32"W DOOR = 30" CLR. = 150 CAPACITY

36"W DOOR = 34" CLR. = 170 CAPACITY

42"W DOOR = 40" CLR. = 200 CAPACITY

48"W DOOR = 46" CLR. = 230 CAPACITY

68"W DOOR = 64" CLR. = 320 CAPACITY

72"W DOOR = 68" CLR. = 340 CAPACITY

96"W DOOR = 92" CLR. = 460 CAPACITY

DOORS PER IBC 1010.1

EXIT SIGNS PER IBC 1013

EXIT SIGNAGE (SHADING INDICATES FACE OF

SIGN; ARROW SHOWN INDICATES DIRECTION)

AREA SF / OCCUPANT LOAD FACTOR = OCCUPANCY COUNT

(REFER TO PLANS FOR ROOM OCCUPANCY CALCULATIONS)

ACCESSORY STORAGE AREAS,

MECHANICAL, ELECTRICAL ROOMS = 500 GSF/PERSON

ASSEMBLY (CONCENTRATED) = 7 NSF/PERSON

ASSEMBLY (UNCONCENTRATED) = 15 NSF/PERSON

CLASSROOM/TRAINING = 20 NSF/PERSON

BUSINESS AREAS = 150 GSF/PERSON

ALLOWABLE DISTANCE PER LSC 12.2.6

TRAVEL DISTANCE LIMIT - MAX. 300 FT. SPRINKLERED

COMMON PATH LIMIT - MAX. 100 FT. SPRINKLERED

DEAD END LIMIT - MAX. 50 FT. SPRINKLERED

PATH OF EGRESS WITHIN BUILDING

TRAVEL DISTANCE & COMMON PATH (SEE NOTES ON PLANS)

NUMBER OF EXITS PER IBC 1006 & LSC 7.4.1.2

00 ACTUAL EGRESS COUNT

EGRESS CAPACITY OF EXIT

EGRESS CAPACITY OF STAIR

FEC

FE

NON-RATED PARTITION

BUILDING DATA

OCCUPANCY CLASSIFICATION:

MIXED/NONSEPARATED (LSC 3.3.196.10/IBC 508.3)

STORAGE (LSC 6.1 & CHPT 38) GROUP S-1 (IBC CHPT 302)

HIGH-HAZARD (LSC 6.1 & CHPT. 12) GROUP H-3 (IBC CHPT 302) AS

ANCILLARY

TYPE OF CONSTRUCTION (IBC 602): ______

TYPE II-B, UNPROTECTED, SPRINKLERED

HEIGHT AND AREA LIMITS (IBC):

ALLOWABLE HEIGHT (TABLE 504.3): 55FT

-TYPE II-B CONSTRUCTION ('H3')

ACTUAL HEIGHT: 27'

ALLOWABLE STORIES ABOVE GRADE PLANE (TABLE 504.4)

-OCCUPANCY 'S-1': 4 STORIES

-OCCUPANCY 'H-3': 2 STORIES

ACTUAL STORIES: 1 STORIES

ALLOWABLE AREA FACTOR (TABLE 506.2)

-OCCUPANCY 'S-1': 70,000SF

-OCCUPANCY 'H-3': 14,000SF

ACTUAL AREA: 6,000SF

BUILDING AREAS (IBC): BUILDING OCCUPANCY (LSC):

LEVEL 1 = 5,928 GSF LEVEL 1 = 0*

TOTAL = 5,928 GSF TOTAL = 0*

FIRE RATING CRITERIA (IBC) RATING:

TABLE 601:

PRIMARY STRUCTURAL FRAME 0 HOUR

BEARING WALLS

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

NONBEARING WALLS

INTERIOR 0 HOUR

FLOOR SYSTEM 0 HOUR

ROOF SYSTEM 0 HOUR

TABLE 602:

NONBEARING WALLS

EXTERIOR (11' - B) 0 HOUR

PARTY & FIRE WALLS (TABLE 706.4): 3 HOUR

VERTICAL SHAFT ENCLOSURES (713.4): 1 HOUR

APPLICABLE CODES

INTERIOR WALL AND CEILING FINISH REQUIREMENTS (LSC CHAPT 10.2.2.1):

INTERIOR EXIT ENCLOSURES: CLASS A OR B (7.1.4.1)

INTERIOR FLOOR FINISH IN EXIT ENCLOSURES: CLASS II (7.1.4.2)

OCCUPANCY SEPARATIONS (IBC TABLE 508.4):

H TO S = 3 HRS

2024 INTERNATIONAL BUILDING CODE

WITH GEORGIA AMENDMENTS (2024)

2024 INTERNATIONAL FIRE CODE

WITH GEORGIA AMENDMENTS (2024)

2024 INTERNATIONAL PLUMBING CODE

WITH GEORGIA AMENDMENTS (2024)

2024 INTERNATIONAL MECHANICAL CODE

WITH GEORGIA AMENDMENTS (2024)

2024 INTERNATIONAL FUEL GAS CODE

WITH GEORGIA AMENDMENTS (2024)

2023 NATIONAL ELECTRICAL CODE

WITH GEORGIA AMENDMENTS (2023)

2015 INTERNATIONAL ENERGY CONSERVATION CODE

WITH GEORGIA SUPPLEMENTS AND AMENDMENTS (2020)(2022)

(2023)(2024)(2025)

2024 NFPA 101, LIFE SAFETY CODE

WITH GEORGIA CURRENT AMENDMENTS

2022 NFPA 72, NATIONAL FIRE ALARM & SIGNALING CODE

WITH GEORGIA CURRENT AMENDMENTS

2022 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKER

SYSTEMS WITH GEORGIA CURRENT AMENDMENTS

2010 ADA STANDARDS, PER RULES AND REGULATIONS OF THE

SAFETY FIRE COMMISSIONER 120-3-20A

STORAGE

20 MIN. FIRE RATED DOOR

45 MIN. FIRE RATED DOOR

90 MIN. FIRE RATED DOOR

OCCUPANCY CLASSIFICATION

HAZARD (H3)

* - THIS BUILDING IS EXCEPT FROM PLUMBING FIXTURE REQUIREMENTS PER EMAIL FROM AUTHORITY HAVING JURISDICTION (AHJ) ON 06/05/2026.

EXPLOSIVES

STORAGE

RISER RM

SECURE

STORAGE

VEHICLE

STORAGE

TRAVEL DISTANCE = 59' - 10"

MAXIMUM ALLOWED = 75'-0"

A B C D

TRAVEL DISTANCE = 114' - 2"

MAXIMUM ALLOWED = 250'-0"

EXIT

EXIT

R 2 8' -

SWAT TACTICAL VEHICLE

TURNING RADIUS

REFERENCE CIVIL

V A

N

FE

FE

208 Pirkle Ferry Road, Suite C Cumming, GA 30040

J e ri c h o D e s ig n G ro u p

L L C

T h e s e d ra w in g s a re p ro te c te d b y t h e c o p y ri g h t la w s o f th e U n it e d S ta te s

T h e s e d ra w in g s o r a rt t h e re o f m a y n o t b e u s e d f o r a n y p u rp o s e o r re p ro d u c e d i n a n y f o rm o r b y a n y m e a n s w it h o u t th e w ri tt e n c o n s e n t o f

D o u g S h a w

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD

RELEASED FOR PERMIT6

/1

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:0 :1

P

M

LS-1.01

LIFE SAFETY

Issue Date 26012

Author Checker

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No. DATE DESCRIPTION

1 06/12/2026 PERMIT SET

SCALE: 1/8" = 1'-0"

LIFE SAFETY - LEVEL 12

ACCESSIBLE

DRINKING

FOUNTAIN

M A

X

" 2 " 3

6"

36" MIN

DRINKING FOUNTAIN FOR

STANDING PERSONS

STANDARD

URINAL

ACCESSIBLE

URINAL

STANDARD

TOILET

ACCESSIBLE

TOILET

LAVATORY

FINISHED

FLOOR

T O

B O

T T

O M

O F

"M

A X

M

IN

MIRROR

OVER

COUNTER

SOAP

DISPENSER

TOWEL

DISPENSER

SANITARY

NAPKIN

DISPOSAL

TOILET PAPER

DISPENSER

HAND

DRYER

R E

A C

H

8" MIN

MAX.

6"

NOTE: TOILET ACCESSORIES ARE SHOWN FOR ADA

MOUNTING HEIGHT ONLY AND DO NOT REPRESENT ACTUAL

FIXTURES SPECIFIED. SEE PLUMBING DRAWINGS AND

TOILET ACCESSORY SCHEDULE FOR DETAILS.

18" MAX

16" MIN

42" MIN

MAX

12"

54" MIN

T O

C O

IN

S

L O

T

R E

A C

H

T O

D

IS

P E

N S

E R

R E

A C

H

32"MIN

SANITARY

NAPKIN/

VENDOR

TOWER

DISPENSER

AND WASTE

RECEPTACLE

MOP AND

BROOM

HOLDER

FIRE

EXTINGUISHER

FIRE

EXTINGUISHER

CABINET

TOILET SEAT

COVER

DISPENSER

LEVEL OF BED IN

OPEN POSITION

SHOWN DASHED

TRANSFER-TYPE SHOWER

COMPARTMENT CONTROL

LOCATION

CENTER

LINE OF

SEAT ON

OPPOSITE

WALL

SHOWER CONTROL

SHOWN SHADED

BABY

CHANGING

STATION

M A

X

M

IN

FINISHED

FLOOR

ENTRY

M

IN

M A

X

MAX

15"

"M

A X

M A

X

"M

IN

STANDARD NURSE

CALL @ TOILET

16"

MIN

12"

MIN

24"

M A

X

7" - 9"

R E

F L

E C

T

IV

E S

U R

F A

C E

M A

X

30" MIN

60" MIN

M

IN

M

IN

60" MIN

M

IN

WATER CLOSETS (FLOOR MOUNTED

OR WALL HUNG) & WALL HUNG

TOILET COMPARTMENTS

FLOOR MOUNTED TOILET

COMPARTMENTS

WATER FOUNTAIN

M

IN 18" MIN

24" PREFERRED

M

IN

X

Y

M

INX

36" MIN

Y

M

IN

Y

M

IN

24" MIN 24" MIN

Y

M

IN

PULL SIDE PUSH SIDE

PULL SIDE PUSH SIDE

PULL SIDE PUSH SIDE

FRONT APPROACH

NOTE: X = ADD 12" TO

WIDTH IF DOOR HAS

BOTH CLOSER AND LATCH

NOTE: Y=48" MIN. IF

DOOR HAS BOTH

CLOSER AND LATCH

NOTE: X=42" MIN. IF Y=54"

NOTE: Y=54" MIN. IF DOOR HAS CLOSER

HINGE-SIDE APPROACH

LATCH-SIDE APPROACH

MIN

22"

NOTE: Y=48" MIN. IF

DOOR HAS BOTH

CLOSER AND LATCH

NO

D

BRAILLE DOT

ROUNDED DOT

(ACCEPTABLE)

SQUARED DOT

(NOT ACCEPTABLE)

B

1. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED

1/32"MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS

ACCOMPANIED BY GRADE II BRAILLE.

2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF

5/8"(15.9mm) AND A MAXIMUM OF 2" (51mm) HIGH.

3. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS,

SYMBOLS AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A

NON-GLARE FINISH.

4. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-

HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-

HEIGHT RATIO OF BETWEEN 1:5 AND 1:10.

ALL LETTERS MEASURED MUST BE UPPERCASE. AFTER CHOOSING A

TYPESTYLE TO TEST, BEGIN BY PRINTING THE LETTERS I, X AND O AT 1

INCH HIGH. PLACE THE TEMPLATE'S 1:1 SQUARE OVER THE X OR O,

WHICHEVER IS NARROWER. IF THE CHARACTER IS NOT SMALLER THAN

1 INCH, NOR NARROWER THAN THE 3:5 RECTANGLE TO DETERMINE IF

THE STROKE OF THE I IS TOO BROAD, AND THE 1:10 RECTANGLE TO SEE

IF IT IS TOO NARROW. IF ALL THE TESTS ARE PASSED, THE TYPESTYLE IS

COMPLIANT WITH PROPORTION CODE.

5. BRAILLE: GRADE II BRAILLE SHALL BE USED WHENEVER BRAILLE IS

REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. SEE CHART

FOR DIMENSIONS.

1:1 100%

3:5 60%

1:5 20%

1:10 10%

CHARACTER WIDTH STROKE WIDTH

BRAILLE CELL

C

AE

MIN - MAXMEASUREMENT RANGE

A: DOT BASE DIAMETER

B: DOT HEIGHT

C: DISTANCE BETWEEN CORRESPONDING

DOTS IN ADJACENT CELLS

D: DISTANCE BETWEEN DOTS IN THE

SAME CELL

E: DISTANCE BETWEEN CORRESPONDING

DOTS FROM ONE CELL DIRECTLY BELOW

0.059" - 0.063" 0.025" - 0.037" 0.241" - 0.300"

0.090" - 0.100"

0.395" - 0.400"

TEMPLATE FOR CHECKING CHARACTER AND

STROKE WIDTH TO HEIGHT PROPORTIONS

NOTE:

5/8"-2" UPPER CASE TEXT RAISED 1/32" IN SANS SERIF OR

SIMPLE SERIF TYPEFACE WITH GRADE II BRAILLE

LEFT STRAIGHT

ACCESSIBLE STRUCTURERIGHT

1'-0".

R

T

F

T O

B T

M O

F S

T R

O B

E L

E N

S

U N

O

U N

O

6" CLEAR OF LARGEST DEVICE, UNO

ALIGN DEVICES VERTICALLY WHERE

SHOWN STACKED IN PLAN VIEW

LIFE SAFETY DEVICES-CENTER ABOVE ELEC

DEVICES, SIGNS, OR FEC BELOW, UNO

WALL MTD SIGNAGE, WHERE SCHED

DOOR LATCH, PANIC DEVICE

LIGHT SWITCHES

TELECOM, OCCUPANCY SENSOR, FIRE ALARM

CARD READER, DOOR CONTROL DEVICES

DOOR FRAME/WALL OPNG WHERE OCCURS

VOICE/DATA/POWER DEVICES, UNO

LOCATE DEVICES 6" FROM DOOR/WALL OPNG,

OR AS DIMENSIONED, WHERE NOT

DIMENSIONED, LOCATE @ NEAREST MET STUD

FROM LOCATION SHOWN ON FLOOR PLAN

PLAN VIEW

ELEV VIEW

U N

O

T A

C T

IL

E

C H

A R

A C

T E

R

M A

X

H

IG

H E

S T

NOTE: LOCATE SIGN 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. SIGNS

CONTAINING TACTILE CHARACTERS SHALL

BE LOCATED SO THAT A CLEAR FLOOR

SPACE OF 18"X18" MIN, CENTERED ON THE

TACTILE CHARACTERS, IS PROVIDED

BEYOND THE ARC OF ANY DOOR SWING

BETWEEN THE CLOSED POSITION AND 45

DEGREE OPEN POSITION. WHEN MOUNTED,

RAISED CHARACTER BASE LINES MUST

FALL BETWEEN 48" AND 60" AFF

T A

C T

IL

E

C H

A R

A C

T E

R

M

IN

L

O W

E S

T

A. SYMBOL PROPORTIONS B. DISPLAY CONDITIONS

NOTE:

SYMBOL SIZE SHALL BE AS SCHEDULED IN SIGN LAYOUT

DIAGRAMS. STROKE WIDTH TO HEIGHT RATIO SHALL BE

BETWEEN 1:5 & 1:10.

SIGN LETTERS/ NUMBERS WIDTH TO HEIGHT RATIO

SHALL BE BETWEEN 1:5 & 1:10.

208 Pirkle Ferry Road, Suite C Cumming, GA 30040

J e ri c h o D e s ig n G ro u p

L L C

T h e s e d ra w in g s a re p ro te c te d b y t h e c o p y ri g h t la w s o f th e U n it e d S ta te s

T h e s e d ra w in g s o r a rt t h e re o f m a y n o t b e u s e d f o r a n y p u rp o s e o r re p ro d u c e d i n a n y f o rm o r b y a n y m e a n s w it h o u t th e w ri tt e n c o n s e n t o f

D o u g S h a w

Sheet No.

Date

Sheet Title

Job No.

Drawn By Checked By

PRINT RECORD

RELEASED FOR PERMIT6

/1

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P

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G-1.01

ADA REGULATORY

DETAILS &

DIAGRAMS

Issue Date 26012

Author Checker

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A

SCALE: 3/8" = 1'-0"

MOUNTING HEIGHTS1

SCALE: 3/8" = 1'-0"

ADA CLEARANCES3

SCALE: 1/4" = 1'-0"

DOOR CLEARANCES2SCALE: 12" = 1'-0"

BRAILLE REQUIREMENTS6

NOT TO SCALE

DIRECTIONAL WALL SYMBOLS8

SCALE: 3/8" = 1'-0"

DEVICE ALIGNMENT DIAGRAM4

SCALE: 1/2" = 1'-0"

SIGNAGE MOUNTING REQMTS5SCALE: 12" = 1'-0"

INTERNATIONAL ACCESSIBILITY

SYMBOL7

No. DATE DESCRIPTION

1 06/12/2026 PERMIT SET

GENERAL PARTITION NOTES

1. STUD DESIGN CRITERIA: ALL INTERIOR, NON-LOAD BEARING METAL STUDS SHALL BE 20 GAUGE (MIN.) UNLESS OTHERWISE NOTED. PROVIDE 5 PSF MIN. APPLIED LATERAL LOAD, L/240 MAX.

DEFLECTION.

2. ALL FIRE RATED PARTITIONS MUST EXTEND AND SEAL TO STRUCTURE ABOVE.

3. INSTALLATION OF GYPSUM BOARD, BACKER BOARD AND BASE BOARD SHALL CONFORM TO

REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS.

4. PROVIDE WATER RESISTANT TYPE GYPSUM BOARD AT AREAS THAT ARE NOTED IN ROOM

FINISH SCHEDULE TO RECEIVE CERAMIC OR PORCELAIN TILE FINISH INCLUDING RESTROOMS.

5. PROVIDE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED.

6. PROVIDE 5/8" TYPE X GYPSUM BOARD AT FIRE RATED PARTITIONS.

7. METAL STUD GAUGE (IF NOTED) AND UL TEST NUMBERS WILL VARY DEPENDING ON THE

MANUFACTURER OF COMPONENTS ACTUALLY USED.

8. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER

PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED

DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS.

9. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT / MOUNTING OF WALL HUNG

ITEMS, ACCESSORIES, FIXTURES, FURNITURE OR EQUIPMENT DESCRIBED IN THE DOCUMENTS.

PROVIDE BLOCKING TO MATCH THE OVERALL HEIGHT AND WIDTH OF ALL WALL MOUNTED

MONITORS AND TVS.

10. WHEN INSTALLING GYPSUM BOARD, CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF

THE MOST CURRENT EDITION OF THE GYPSUM ASSOCIATION "GA-600" FIRE RESISTANCE

DESIGN MANUAL AND THE MOST CURRENT EDITION OF THE UL FIRE RESISTANCE DIRECTORY.

11. PARTITIONS THAT ARE REQUIRED TO EXTEND TO THE DECK ABOVE SHALL HAVE THE GYPSUM

BOARD CUT TO FIT WITHIN A 1/4" MAXIMUM TOLERANCE TO THE SHAPE OF THE DECK ABOVE.

GYPSUM BOARD SHALL BE CONTINUOUSLY SEALED FOR THE FULL DEPTH OF THE GYPSUM

BOARD WITH FLEXIBLE SEALANT.

12. GYPSUM BOARD SHALL BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC ELECTRICAL

OUTLET BOXES AND THE GYPSUM BOARD DOES NOT EXCEED 1/8".

13. THE BOTTOM OF THE GYPSUM BOARD AT INTERIOR PARTITIONS SHALL BE 1/4" MINIMUM AND

1/2" MAXIMUM ABOVE THE CONCRETE FLOOR SLAB AND SHALL BE SEALED FOR THE FULL

DEPTH OF THE GYPSUM BOARD WITH FLEXIBLE SEALANT.

14. REFER TO THE LIFE SAFETY FLOOR PLANS FOR EXTENT OF FIRE WALL RATINGS.

15. ALL ELEMENTS OF ACOUSTIC RATED PARTITIONS SHALL EXTEND TO ROOF STRUCTURE OR

FLOOR DECK ABOVE.

16. PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS. REFER TO THE

MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS OF APPLICABLE TESTING AGENCIES

FOR SPECIFICS OF PARTITION CONSTRUCTION.

17. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO

FACE OF PARTITION FINISH.

18. REFER TO INTERIOR FINISH SCHEDULE FOR ALL WALL FINISHES.

19. ALL FIRE AND/OR SMOKE BARRIERS OR WALLS SHALL BE EFFECTIVELY AND PERMANENTLY

IDENTIFIED WITH SIGNS OR STENCILING ABOVE A DECORATIVE CEILING AND OR IN CONCEALED

SPACES WITH LETTERS A MINIMUM OF TWO (2) INCHES HIGH ON A CONTRASTING

BACKGROUND SPACED A MAXIMUM OF TWELVE (12) FEET ON CENTER WITH A MINIMUM OF

ONE PER WALL OR BARRIER IN ACCORDANCE WITH MODIFICATIONS OF THE 2018 STANDARD

FIRE PREVENTION CODE, 120-3-3, CHAPTER 5 OF THE RULES AND REGULATIONS OF THE FIRE

SAFETY COMMISSIONER. THE HOURLY RATING SHALL BE INCLUDED ON ALL RATED BARRIERS

AND WALLS. SUGGESTED WORDING '(--) HOUR FIRE AND SMOKE BARRIER - PROTECT ALL

OPENINGS.

UNDERSIDE OF

STRUCTURE

MTL. STUD BRACING

ALTERNATE DIRECTION

@ 4'-0" O.C. (TYP.)

MTL. STUD FRAMING

@ 16" O.C.

WALL BASE

FINISH FLOOR

5/8" IMPACT

RESISTANT GWB

EACH SIDE

MTL. STUD PARTITION TO 6" ABOVE CEILING

WALL TYPE DESCRIPTION FIRE RATING U.L. # STC

B6 6" MTL. STUD N/A N/A N/A

TYPICALG-2.01

CONCRETE FILLER

(SEE STRUCT DWGS)

C-H STUD - SHAFT WALL PARTITION

WALL TYPE DESCRIPTION FIRE RATING U.L. # STC

3 HR UL U904 N/AM8_3 8" CMU

WALL BASE

FINISH FLOOR

HARDENED CEILING -

REFERENCE STRUCTURAL

CMU

MTL RUNNER

TRACK

BASE & FLOOR

FINISH AS

SCHEDULED

ACOUSTICAL

SEAL, BOTH SIDES

208 Pirkle Ferry Road, Suite C Cumming, GA 30040

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L L C

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