HHS Cheer Addendum Facility Addendum.pdf

ADDENDUM NO. 1

Heritage High School Cheer Date: May 22, 2026 Ringgold, Georgia DHW File No. 8256-I Derthick, Henley & Wilkerson, Architects

The following amendments to the specifications and/or revisions to the drawings shall be a part of the contract documents. Bidders therefore shall consider them when preparing cost estimates, and the contractors shall be bound by them.

See link 05-3190G1 Final Geo Report.pdf for Report of Subsurface Exploration by QORE, Inc. dated December 16, 2005.

SPECIFICATIONS

00 21 13 Proposal Form

1. Added line for Add Alt 1

00 73 00 RIB-Supplementary Conditions

1. 3.7.1.1 Note, All permit and plans review fees shall be the obligation of the Contractor

2. 9.6.1.3 Replace Tennessee with Georgia

3. 11.1.3.1 Replace Tennessee with Georgia

4. 13.4.1 In second sentence, remove “, and shall bear all related costs of tests, inspections, and approvals” Contractor to schedule and coordinate with Owner’s third-party company.

07 21 19 RIB-Foamed-In-Place Insulation

1. Note: Masonry cavity insulation is foamed in place

10 51 13 RIB-Metal Lockers

1. LockersMFG Open Front Welded Locker Series is acceptable (https://www.lockersmfg.com)

2. 2.01.B Basis of design Salsbury Industries

DRAWINGS

G000 Cover Sheet

1. Resorted SMEP sheets by sheet number

2. Eliminated E402

3. Note: Project Summary indicates without automatic sprinkler system

A100 Floor Plan

1. Indicated items by owner.

2. Added detail at W/D Room casework

A200 Exterior Elevations

1. Note that exterior lights are to be located above the accent band as shown on the updated A200.

2. Added masonry control joint locations

3. Adjusted downspout locations for control joints

4. Cleaned up elevations display

A400 Finish Schedule and Legend

1. Revised note on mat to match finish schedule

E201 ELECTRICAL POWER PLAN

1. Revised power for Alt 1 Golf Bays

E401 ELECTRICAL RISER & NOTES

1. Revised panel schedule for Alt 1 Golf Bays

ES101 Electrical Site Plan

1. Clarification, Utility Supply Note 4 refers to architects schedule. This refers to the project completion date referenced in the Proposal Form.

8256-I / CCPS HHS Cheer Facility 00 21 13 Proposal Form

SECTION 00 21 13 – PROPOSAL FORM

Catoosa County Schools Date: June 11, 2026

Ringgold, Georgia

Derthick, Henley & Wilkerson, Architects

RE: Catoosa County Public Schools

HHS Cheer Facility

1. Having carefully examined the specifications entitled “HHS Cheer Facility” and the Drawings entitled and numbered as shown on the Index, all dated April 8, 2026 and Addendum No.(s) _______, as well as the premises and conditions affecting the work, the undersigned proposes to furnish all services, labor and material called for by them for the entire work, in accordance with said documents for the sum of

____________________________________________________________________________ Dollars

($________________________________________) which sum is hereinafter called the “Base Bid”.

____________________________________________________________________________ Dollars

($________________________________________) which sum is hereinafter called the “Add Alt 1”.

2. For and in consideration of the amount of $1.00, the receipt of which is hereby acknowledged, the undersigned agrees that this proposal may not be revoked or withdrawn after the time set for the opening of bids, but the Base Bid shall remain open for acceptance for a period of Sixty (60) days following such time.

3. In case he be notified in writing, by mail, telegraph, or delivery of the acceptance of the proposal within 60 days after the time set for opening bids, the undersigned agrees to execute within ten (10) days a contract

(AIA Standard Form of Agreement Between Owner and Contractor Where a Stipulated Sum Forms the

Basis of Payment, Document A101, 2017 Edition) for the work for the above stated compensation.

4. The undersigned agrees to furnish and deliver, at the time the contract is executed, a Performance Bond and Labor and Material Payment Bond both in the amount equal to 100% of the contract sum. The undersigned Bidder proposes:

5. The undersigned agrees to execute a contract on or about July 10, 2026 and to commence actual physical work on the site, with an adequate force and equipment immediately and to complete fully all work as indicated in drawings and specifications. Final completion date is December 31, 2026.

Company Name _________________________________________

By ____________________________________________________

Title ___________________________________________________

8256-I / CCPS HHS Cheer Facility

00 73 00 - 1 Supplementary Conditions

SECTION 00 73 00

SUPPLEMENTARY CONDITIONS

PART 1 GENERAL

1.01 SUMMARY

1.02 THESE SUPPLEMENTARY CONDITIONS AMEND AND SUPPLEMENT THE GENERAL

CONDITIONS DEFINED IN DOCUMENT 00 72 00 - GENERAL CONDITIONS AND OTHER

PROVISIONS OF THE CONTRACT DOCUMENTS AS INDICATED BELOW. PROVISIONS

THAT ARE NOT SO AMENDED OR SUPPLEMENTED REMAIN IN FULL FORCE AND EFFECT.

1.03 THE TERMS USED IN THESE SUPPLEMENTARY CONDITIONS THAT ARE DEFINED IN THE

GENERAL CONDITIONS HAVE THE MEANINGS ASSIGNED TO THEM IN THE GENERAL

CONDITIONS.

1.04 MODIFICATIONS TO GENERAL CONDITIONS

A. The following supplements modify the General Conditions of the Contract for Construction, AIA

Document A201-1997. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect.

B. These specifications are the abbreviated or “streamlined” type and include incomplete sentences. Omissions of words and phrases such as “the Contractor shall” “in conformity therewith”, “shall be”, “as noted on the drawings”, “a”, “an”, “the”, and “all” are intentional.

Omitted words and phrases shall be supplied by inference in the same manner as they are when a “note” occurs on the Drawings.

C. Drawings and specifications are not intended to be gender specific. Where any gender specific word is used (he, she, him, her etc) these words are intended to imply the gender being addressed.

1.05 ARTICLE 1 - GENERAL PROVISIONS - 1.2 CORRELATION AND INTENT OF THE CONTRACT

DOCUMENTS ADD SUBPARAGRAPH 1.2.5 AS FOLLOWS:

A. 1.2.5 References to known standard specifications shall mean and intend latest editions of such specifications adopted and published at date of invitation to submit proposals.

1.06 ARTICLE 3 - CONTRACTOR 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES - ADD

SUBPARAGRAPH 3.3.4 AS FOLLOWS:

A. 3.3.4 The Contractor shall locate, lay out work as per drawings, with respect to location on property and elevation in relation to grade. Field establish, maintain grades, lines, levels, locations required for work; be responsible for accuracy of same. Verify grades, lines, levels, locations dimensions as indicated. Report any errors or inconsistences in above, before commencing work. The Contractor shall perform the work in accordance with any special sequences, schedules, and procedures shown on the drawings.

1.07 ARTICLE 3 3.4 LABOR AND MATERIALS - ADD SUBPARAGRAPH 3.4.4 AS FOLLOWS:

A. 3.4.4 Labor shall be performed in best, most workmanlike manner, by mechanics skilled in their respective trades. Standards of work required throughout; such grade as will bring results of first class only.

1.08 ARTICLE 3 3.5 WARRANTY ADD SUBPARAGRAPH 3.5.1 AS FOLLOWS:

A. 3.5.1 General Contractor shall guarantee all work for a period of one (1) year from date of acceptance. It is specifically understood that this guarantee, and fulfillment of all obligations thereunder, is fully protected by the Performance Bond furnished by the General Contractor, Sub-Contractor, or manufacturer for required guarantees and warranties called for in the Specifications. Nothing in this guarantee shall apply to work which has been abused or neglected by the Owner.

1.09 ARTICLE 3 3.7 PERMITS FEES AND NOTICES ADD SUB SUBPARAGRAPH 3.7.1.1 AS

FOLLOWS:

00 73 00 - 2 Supplementary Conditions

A. 3.7.1.1 All permit and plans review fees shall be the obligation of the Contractor.

1.10 ARTICLE 7 - CHANGES IN THE WORK 7.1 CHANGES ADD SUBPARAGRAPH 7.1.1.1 AS

FOLLOWS:

A. 7.1.1.1 Execute work precisely as shown on Contract Documents. Make no changes therefrom without having first received written permission. Where detail is lacking, refer matter to Architect for instructions before proceeding.

1.11 ARTICLE 7 7.2 CHANGE ORDERS ADD SUBPARAGRAPH 7.2.2 AS FOLLOWS:

A. 7.2.2 In order to facilitate the Architect's checking of the Contractor's quotations for extras or credits, all change order proposals from the Contractor, except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of costs prepared by the Contractor including labor, materials and subcontracts. Labor and materials shall be itemized in the manner prescribed in this Article 7. Where major cost items are Subcontracts, they shall be itemized also. In no case will a change involving over $500.00 be approved without such itemization.

B. Add Subparagraph 7.2.3.1 as follows:

1. 7.2.2.1 The itemization referred to in Article 7.2.2 shall include at least the following: (1)

Quantities of Material (2) Unit cost of Materials (3)Total hours for each classification of labor (4) Hourly rates applicable for all labor classifications (5) Social Security, Old Age and Unemployment Insurance, (6) Contractor's allowance for overhead and profit (7) Total cost to Owner (8)Number of additional calendar days (if any) required to complete the change order

1.12 ARTICLE 7 7.3 CONSTRUCTION CHANGE DIRECTIVES DELETE SUBPARAGRAPH 7.3.3

IN ITS ENTIRETY AND SUBSTITUTE THE FOLLOWING AS NEW SUBPARAGRAPH 7.3.3:

A. 7.3.3 For extra work performed, the allowance for overhead and profit combined, included in the total cost to Owner, shall not exceed the following schedule:

1. To the Contractor for the work which he performs with his own forces, not to exceed ten-percent (10%) of his net additional cost for material and fifteen-percent (15%) of his net additional cost for labor and equipment.

2. To a Sub-Contractor for work which he performs with his own forces, not to exceed ten-percent (10%) of his net additional cost for material and fifteen-percent (15%) of his net additional cost for labor and equipment.

3. To the Contractor for work performed by his Sub-Contractors, not to exceed seven-one-half percent (7½%) of the amount due the Sub-Contractor.

4. If the net cost of a change results in a credit from the Contractor or Sub-Contractor, the credit given shall be the net cost without overhead or profit.

5. The "net cost" used herein shall mean the difference between all proper cost additions and deductions related to each item of work. The cost as used herein shall include all items of labor and material. Among items to be considered as overhead are time keepers, clerks, watchmen, small tools, incidental job burdens, and general office expenses.

B. The cost or credit to the Owner resulting from a change in the work shall be determined by mutual acceptance of a lump sum or unit prices completely itemized indicating separately:

1. Quantities of materials

2. Unit cost of materials

3. Total hours for each classification of labor

4. Hourly rates applicable for all labor classifications

5. Social Security, Old Age and Unemployment Insurance

6. Contractor's overhead and profit

7. Number of calendar days (if any) required to complete the additional work.

C. Revise Subparagraph 7.3.6 as follows:

1. In lines (6) and (7) at the end of the first sentence, delete the words "a reasonable allowance for overhead and profit" and substitute "an allowance for combined overhead and profit in accordance with subparagraph 7.3.3.

00 73 00 - 3 Supplementary Conditions

1.13 ARTICLE 9 - PAYMENTS AND COMPLETION 9.2 SCHEDULE OF VALUES DELETE AND

SUBSTITUTE THE FOLLOWING:

A. 9.2. Prior to the start of construction the Contractor shall submit a Schedule of Values listing all building components at a level of detail satisfactory to the Architect. All sub-contractors shall have separate listings for their sub-contractors and separate listings for each component at a level of detail satisfactory to the Architect. All listed components shall have separate categories for labor, material and equipment. Where a project is phased the Schedule of Values shall be detailed by phase. Where a project has separate distinct building areas the Architect may require that the Schedule of values be detailed by area. This proposed Schedule of Values shall be accompanied by a letter signed by an officer of the Contractor and certifying under penalty of fraud that the distribution of costs are true and accurate to the best of his or her knowledge and belief. A similar certification shall be submitted by each subcontractor covering his portion of the Schedule of Values. The Architect shall approve this Schedule of Values before any Application for Payment is processed.

1.14 ARTICLE 9 9.6 PROGRESS PAYMENTS ADD SUBPARAGRAPHS AS FOLLOWS:

A. 9.6.1.1 Until Substantial Completion, the Owner shall pay ninety-five (95%) percent of the amount certified by the Architect, holding the remaining five (5%) percent as retainage. At Substantial Completion and with the full knowledge and consent of the Contractor's Surety, retainage shall be reduced to an amount sufficient, in the Architect's opinion, to complete the Work should the Contractor default.

B. 9.6.1.2 Provided an Application for Payment is received by the Architect not later than the last day of the month, the Owner shall make payment to the Contractor not later than the last day of the following month. If an Application for Payment is received by the Architect after the application date fixed above, payment shall be made by the Owner not later than thirty consecutive calendar days after the Architect receives the Application for Payment.

C. 9.6.1.3 Georgia law makes provisions for the Owner to pay interest on the retainage withheld during construction. If requested by the Contractor at the start of construction the Owner will establish a separate interest bearing account at a financial institution agreeable to both parties and not co-mingled with any other funds. Each month the Owner will deposit the retainage amount as a lump sum in said account on the same day that payment is made to the Contractor. For information purposes, the Contractor shall be responsible for providing the Owner with a detailed cumulative monthly accounting as a separate attachment to each monthly pay request certifying the amounts of interest that will be distributed to him and each of his sub-contractors and material suppliers based on the prior month’s retainage withheld. The interest payment along with retainage withheld will be made upon Substantial Completion.

Should the Contractor fail to give notice or provide the Owner with this detailed monthly accounting then all interest expenses shall be the responsibility of the Contractor with no obligation on the part of the Owner.

1.15 ARTICLE 9 9.8 MODIFY SUBPARAGRAPH 9.8.1 AS FOLLOWS:

A. Add at end: To be considered substantially complete the only allowed deficiencies shall be minor in nature and shall not be such as to inconvenience the normal use and operation of the project.

1.16 ARTICLE 11 - INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE

ADD SUBPARAGRAPH 11.1.3.1 AS FOLLOWS:

A. 11.1.3.1 All insurance shall be purchased from companies authorized to do business in

Georgia and policies shall be acceptable to the Owner, Architect and Contractor. Before starting work, certificates of insurance shall be filed with Architect as well as Owner.

1.17 ARTICLE 11 11.1 ADD SUBPARAGRAPH 11.1.4 AS FOLLOWS:

A. 11.1.4 The Contractor shall provide insurance written for no less than the following coverages and limits:

1. Worker’s Compensation & Employer’s Liability shall be in accordance with the regulations of the State in which the contract is performed, but no less than the following:

00 73 00 - 4 Supplementary Conditions

a. Coverages “A” and “B”

2. Commercial General Liability

a. Each Occurrence Bodily Injury

b. and Property Damage Liability$1,000,000

c. Aggregate$1,000,000

d. Include the following:

1) Completed Operations

(a) Broad Form Comprehensive General Liability Endorsement - Personal

Injury, Broad Form Property Damage and Contractual Liability

(b) Coverages for Underground Hazard, Collapse and Explosion

3. Vehicular Insurance - include any auto, non-owned autos and hired autos

a. Auto Liability Combined Single Limit

b. Bodily Injury and Property Damage$1,000,000

c. Hired an Non-Owned Autos$1,000,000

4. Excess Liability - Umbrella

a. Each Occurrence$5,000,000

b. Aggregate$5,000,000

5. Hospitalization: All full time salaried employees of the Contractor or subcontractor who have worked full time for at least six months and are working on this project either in the office or in the field shall have hospitalization insurance. The contractor shall submit evidence of coverage prior to starting work on the project.

1.18 ARTICLE 11 11.2 OWNER'S LIABILITY INSURANCE DELETE TEXT OF PARAGRAPH 11.2.1

AS WRITTEN AND SUBSTITUTE THE FOLLOWING AS NEW PARAGRAPH 11.2.1:

A. 11.2.1 The Contractor (not the Owner) shall purchase and maintain until Substantial

Completion Owners and Contractors Protective Liability (O.C.P). Insurance on behalf of the Owner and Contractor A.T.I.M.A., in the amount of $1,500,000.

1.19 ARTICLE 11 11.3 PROPERTY INSURANCE DELETE PARAGRAPH 11.3 AND SUBSTITUTE

THE FOLLOWING:

A. 11.3 Property Insurance: The Owner (not the Contractor) shall purchase and maintain until substantial Completion, Builder's Risk Insurance (not All Risk Insurance) in the amount of the initial Contract Sum plus any amounts added by Change Order. The insurance shall list and include as named insured the Owner, the Contractor, and all subcontractors. The Builder's Risk Insurance shall also provide coverage for portions of the Work in transit and for temporary storage of portions of the Work to the value approved by the Engineer in the Certificate for Payment. Coverage is to be written on a special perils form including theft of building materials.

1.20 ARTICLE 13 - MISCELLAENOUS PROVISIONS ADD PARAGRAPHS 13.8 THROUGH 13.16

AS FOLLOWS:

A. 13.4.1 TESTS AND INSPECTIONS In second sentence, remove “, and shall bear all related costs of tests, inspections, and approvals” B. 13.8 COOPERATION Contractor and Sub-Contractors shall coordinate their work with adjacent work and cooperate with other trades so as to facilitate general progress of work.

Each trade shall afford other trades every reasonable opportunity for installation of their work and for storage of their materials.

C. 13.9 MANUFACTURER’S DIRECTIONS Manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, conditioned in accordance with manufacturer’s printed directions, unless specified to contrary.

D. 13.10 TEMPORARY EASEMENTS Obtain consent of adjoining property Owners as needed for temporary easements or any other manner of physical encroachment.

E. 13.11 PROTECTION OF WORK

1. Provide constant protection against rain, wind, storm, freezing or heat so as to maintain work, materials, apparatus, fixtures free from injury or damage.

00 73 00 - 5 Supplementary Conditions

2. Protect excavation, trenches, building, from damage from rain water, spring water, ground water, backing up drains or sewers, other water. Provide pumps, equipment, enclosures to provide this protection.

3. Remove work damaged by failure to provide protection; replace with new work without extra cost to Owner.

F. 13.12 UTILITIES

1. When encountered in work or as indicated, protect existing active sewer, water, gas, electric, other utility services and structures. Where required for proper execution of work, relocate them as directed. If existing active services are not indicated but are encountered, require protection or relocation, request Architect in writing for determination, decisions. Do not proceed until written instructions are obtained.

2. When encountered in work, whether or not indicated to be removed, cap or plug or otherwise discontinue existing inactive sewer, water, gas, electric, other utility services, structures, which interfere with work execution.

3. Notify agencies or service utility companies having jurisdiction over specified utilities.

Protect, relocate, remove, or discontinue services as per their requirements.

G. 13.13 LABOR REQUIREMENTS Contractor and all Sub-Contractors employed on the work shall be required to conform to applicable labor laws of the state and various acts amendatory and supplementary thereto; and shall comply with all other laws and ordinances and legal requirements applicable thereto.

H. 13.14 OMNIBUS RECONCILIATION ACT The Contractor shall execute an amendment agreement to the contract relating to the access of certain records of the contracting party as required by Omnibus Reconciliation Act of 1980.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

10 51 13 - 1 Metal Lockers

SECTION 10 51 13

METAL LOCKERS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Metal lockers.

B. Locker benches.

1.02 REFERENCE STANDARDS

A. ADA Standards - 2010 ADA Standards for Accessible Design; 2010.

B. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2017.

1.03 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements for submittal procedures.

B. Product Data: Manufacturer's published data on locker construction, sizes, and accessories.

C. Shop Drawings: Indicate locker plan layout, numbering plan and combination lock code.

D. Manufacturer's Installation Instructions: Indicate component installation assembly.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Protect locker finish and adjacent surfaces from damage.

PART 2 PRODUCTS

2.01 LOCKER APPLICATIONS

A. Open-Front Athletic Lockers: Metal lockers, wall mounted with matching closed base.

B. Basis of design Salsbury Industries C. 24" Wide Standard D. Open Access Lockers

1. Configuration: Single tier.

2. Fittings: Size and configuration as indicated on drawings.

a. Upper shelf.

b. Lock box.

c. Coat rod.

d. Hooks: One single prong.

e. Footlocker with hinged top/seat.

3. Ventilation: Perforated side panels and doors.

4. Color: To be selected from manufacturer's full range by Architect.

2.02 METAL LOCKERS

A. Locker Case Construction:

B. Latches and Door Handles: Manufacturer's standard.

C. Coat Hooks: Stainless steel or zinc-plated steel.

D. Built-In Lock Boxes: Same material as locker, manufacturer's standard size, with padlock hasps, for padlocks provided by Owner.

2.03 LOCKER BENCHES

A. Locker Benches: Stationary type; bench top of laminated birch; painted steel pedestals.

1. Accessibility: Comply with ICC A117.1 and ADA Standards.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that area is in in correct position and configuration.

10 51 13 - 2 Metal Lockers

3.02 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Install lockers plumb and square.

C. Install fittings if not factory installed.

D. Replace components that do not operate smoothly.

3.03 CLEANING

A. Clean locker interiors and exterior surfaces.

END OF SECTION

VF

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ABC B.3

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Band Practice Area & Event Parking (240)

752.58746.98 747.08

741.88 741.98736.88

752.25

752.25 752.00

752.00 752.25

752.00

752.00

T.O.W. 754.67

752.00

752.00

752.00

752.00

752.33

752.25

752.25

752.25

T.O.W. 754.67

T.O.W. 754.67

752.33

748.83 748.68

T.O.W. 754.67

752.95

752.95

752.95

752.95

752.95

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752.25

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748.95

750.32 752.95

749.00 751.65

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748.95

752.95 751.62 750.29 748.95

752.95 751.62 750.29 748.95748.40

752.33

T.O.W. 740.33

T.O.W. 745.67

T.O.W. 745.67

736.95

752.95

752.95

752.95

DN 1:12

DN 1:12

DN 1:12

POLE

BARN

CAR

PORT

F.F.E. =

742.37

F.F.E. =

740.86

Existing House

LC

LC

G a ra g e

D rivew a y

CL

LC

Bridge

PO

ST O

A K

R O

A D

- 80' R /W

POPLAR SPRINGS ROAD - 60' R/W

50' R/W

TA

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CIRCLE

(60 ' R/ W)

Po pla r S pri ng s Ro ad

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Storage

25' Ingress/Egress

Easement (as per plat by Compton Surveying dated

7-17-01)

25' PRIVATE R/W EASEMENT

Iron Rod Found Elev=792.97

PO

ST O

A K

R O

A D

- 80' R /W

Inv=792.10

12"

RCP

Inv=792.14

12"

RCP

Inv=789.42

Inv=788.78

8" PVC WATER MAIN

STATIC PRESSURE = 137 PSI

FLOWING PRESSURE = 100 PSI

FLOW RATE = 1680 GPM

SECTION OF EX CURB AND GUTTER

TO BE REMOVED FOR NEW

DRIVEWAY ENTRANCE

S87°56'22''E

888.30'

S °2 '4 E

.8

N °4 '2 ''E

.1

N °3 '4 ''E

.8

Iron Rod Found

Found

Iron Rod

Iron Rod Found

Set

Iron Rod

SHED BARN

SHOP BLDG

BILLY RAY

JENNINGS

Watkins (D.Bk.

712-89)

(D.Bk.

283-293)

313 SF

General Storage

Occ = 2

612 SF

103a

Locker Room

Occ = 13

4792 SF

Cheer Practice

Occ = 96

466 SF

Coaches Office

Occ = 10

43 SF

Custodial

Occ = 1

202 SF

W/D Room

Occ = 2

132 SF

Mech/Elect

Occ = 1

219 SF

Mech/Elect

Occ = 1

68"

68"

91' - 11"

COMMON PATH

59' - 1"

96' - 9"

103' - 6"

106' - 3"

COMMON PATH

34" Egress Component Width

Egress Component Capacity Occupant Load

Life Safety Plan Legend

Smoke Partition (sealed against smoke penetration)

1 Hour Fire Rated Assembly

Smoke Barrier, (1 Hr) cont to roof sht'g

S S S S S S S S S S

(view in color for clarity)

Existing Partition 2 Hour Fire Rated Assembly

Egress_distance

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2026 DHW ARCHITECTS, ALL RIGHTS RESERVED

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1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402 423 | 266 | 4816 www.dhw-architects.com

Heritage High School Cheer

04/08/26 Drawn: Author File: 8256-1

Cover Sheet

G000

3960 Poplar Springs Rd Ringgold, GA 30736

Derthick, Henley & Wilkerson Architects 1001 Carter Street Chattanooga, Tennessee 37402 423-266-4816 FAX 423-267-8830

CONTACTS

ARCHITECT

DERTHICK, HENLEY AND WILKERSON, ARCHITECTS

1001 Carter Street Chattanooga, Tennessee 37402 Telephone: (423) 266-4816 Fax: (423) 267-8830 Contact: Ray Boaz rboaz@dhw-architects.com

Sheet Number Sheet Name

Current Revision Description

Current Revision

Date General G000 Cover Sheet Addendum 1 5-22-26

Civil C100 Site Staking C200 Demolition C301 Site Grading C302 Site Drainage and Utilities C303 Site Utilities Extended C501 Sediment and Erosion Control Phase I C502 Sediment and Erosion Control Phase II C503 Sediment and Erosion Control Phase III C504 Sediment and Erosion Control Notes C600 General Notes & Details C700 Site Details

Architecture A001 General Details A100 Floor Plan Addendum 1 5-22-26 A200 Exterior Elevations Addendum 1 5-22-26 A300 Sections A400 Finish Schedule & Legend Addendum 1 5-22-26 A401 Interior Elevations A600 Openings

SHEET LIST

Code Analysis

GA Adopted Building Codes:

International Building Code - 2024 Edition w/ Amendments

International Residential Code - 2024 Edition w/ Amendments

International Plumbing Code - 2024 Edition w/ Amendments

International Mechanical Code - 2024 Edition w/ Amendments

International Fire Code - 2024 Edition w/ Amendments

International Fuel Gas Code - 2024 Edition w/ Amendments

National Electrical Code - 2023 Edition w/ Amendments

International Energy Conservation Code - 2015 Edition w/ Amendments

NFPA 101 Life Safety Code - 2024 Edition

Rules and Regulations of the Safety Fire Commissioner, Chapter 120-3-3

Standards for Accessible Design - 2010 Edition

Georgia Accessibility Code 120-3-20 (.01-.08)

Climate Zone 4A

Occupancy Type:

Occupancy Group E - Educational

Construction Type:

Per Table 601 Building is Type II B

Fire Resistance Ratings per Table 601:

Structural Columns:0 Exterior Building Walls: 0 Structural Floor Beams:0 Structural Floor Slabs:0 Roofs: 0

Area Summary:

Floor: 7,403 sf

Fire Suppression System:

Without automatic sprinkler protection

SUMMARY

Rating Requirements:

713.4, 1009.3.1.2 and 402.4 Elevator Shaft & Room: 1 hr Stairs: 1 hr Separation between Occupancies: x hr

Common Path of Egress Travel Distance:

Per NFPA 101 15.2.5.2.1 75 feet without sprinkler system Per IBC Table 1006.2.1 Occupancy E: If > 75 feet (without sprinkler system) then 2 exits or exit access doorways required

Exit Access Travel Distance:

Per IBC Table 1017.2 Occupancy E: 200 feet without sprinkler system

Per NFPA 101 Table 14.2.6.3 Occupancy E: 150 feet without sprinkler system

Corridor Fire-Resistance Rating Per IBC Table 1020.2 Occupancy E: 1 without sprinkler system

Exits and Exit Capacity:

Per 1005.3

2 exits provided. 136" exit capacity provided.

126 occupants x .2" = 26" exit capacity required.

Allowable Building Height per IBC Table 504.3 Allowable Height in Feet (not sprinkled) 55'

Allowable Number of Stories per IBC Table 504.4 Allowable Stories (not sprinkled) 2 stories

Allowable Area per IBC Table 506.2 Allowable Area per floor (NS) 14,500 SF Allowable Area per floor (SM) 14,500 SF

GENERAL NOTES

Contractor shall field verify all dimensions, elevations, and locations of existing conditions affecting this project, prior to fabrication or installation of new work. Notify architect of any discrepancies from dimensions shown, noted, or required. Adjust dimensions of new construction at direction of architect to allow for actual field conditions.

Where a detail is shown or note is described for one condition, it shall apply for all like or similar conditions even though not specifically noted on the drawings.

Penetrations through floor slabs and walls shall be carefully cut with saws or drills and patched with same materials and thicknesses as existing.

All penetrations of fire rated walls, floor/ceiling assemblies, and roof/ceiling assemblies by electrical cables, cable trays, electrical conduit, mechanical piping, or plumbing piping shall be protected by through penetration firestop systems as tested by recognized testing laboratories in accordance with (ASTM e 814) UL 1479 "fire tests of through-penetration firestops". Copies of the test of each type penetration to be used shall be submitted for approval by the architect/engineer and building official prior to any installation. Copies of the approved submittal shall be maintained at the jobsite for inspection at all times.

Refer to mechanical, electrical & plumbing drawings for locations of Equipment.

Provide wood blocking (2x6 nom. Unless noted otherwise) for all wall mounted millwork, shelves, equipment, coat rods, etc.) And as indicated for installation of equipment by others. At CMU walls fasteners, shall extend into CMU cells which shall be grouted solid with 3000 psi concrete.

Provide continuous separation between dissimilar materials as required to prevent galvanic corrosion.

Coordinate shaft/riser sizes and locations with mechanical, plumbing and electrical drawings.

Provide & install fire and/or smoke dampers at all openings or ducts passing though designated fire and/or smoke partitions.

Above ceiling or concealed spaces, provide label or stencil "Fire and Smoke Barrier. Protect all openings" for all fire rated walls per Code requirements.

CONSULTANT

Heritage High School Cheer 3960 Poplar Springs Rd

Ringgold, GA 30736

March Adams & Associates 310 Dodds Avenue Chattanooga, TN 37404 Telephone: (423)664-1482 Contact: Joe Parks Email: joe.parks@marchadams.com

M100 Mechanical Plans M300 Mechanical Sections M500 Mechanical Details M600 Mechanical Schedules

P001 PLUMBING SCHEDULES, NOTES & DETAILS

P100 SANITARY PLAN

P200 DOMESTIC WATER PLAN

E001 PROJECT SCHEDULES &NOTES

E002 FIRE ALARM NOTES DETAILS

E003 FIRE STOPPING

E101 ELECTRICAL LIGHTING PLAN

E201 ELECTRICAL POWER PLAN Addendum 1 05-22-26

E301 HVAC POWER PLAN

E401 ELECTRICAL RISER & NOTES Addendum 1 05-22-26 ES101 Electrical Site Plan

S001 NOTES & SCHEDULES

S002 NOTES & SCHEDULES

S100 FOUNDATION AND ROOF FRAMING PLAN

S200 SECTIONS

S201 SECTIONS

CIVIL ENGINEER:

STRUCTURAL ENGINEER:

March Adams & Associates 310 Dodds Avenue Chattanooga, TN 37404 Telephone: (423)664-1470 Fax: (423)698-3638 Contact: Brian Horne Email: brian.horne@marchadams.com

MEP ENGINEER:

March Adams & Associates 310 Dodds Avenue Chattanooga, TN 37404 Telephone: (423)664-1470 Fax: (423)698-3638

Mechanical:

Contact: Jeff Westbrook (423)664-1470 jeff.westbrook@marchadams.com

Electrical:

Contact: Tony Traylor (423)664-1487 tony.traylor@marchadams.com

Plumbing:

Contact: Rodney Mansfield (423)664-1483 rodney.mansfield@marchadams.com

NORTH

G000

A100

1/16" = 1'-0"

A8 Life Safety Plan

1 Addendum 1 5-22-26

F

V

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V

V

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L

L L

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S

S

S

S

S

S

SS S

SS S

SS S

L

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FE

C

FE

C

VF

F

F

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V

V

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L

L L

L

DD

V

FE

C

FE

C

L L

S

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HF

H

D

Y

ABC B.3

W M

Band Practice Area & Event Parking (240)

752.58746.98 747.08

741.88 741.98736.88

752.25

752.25 752.00

752.00 752.25

752.00

752.00

T.O.W. 754.67

752.00

752.00

752.00

752.00

752.33

752.25

752.25

752.25

T.O.W. 754.67

T.O.W. 754.67

752.33

748.83 748.68

T.O.W. 754.67

752.95

752.95

752.95

752.95

752.95

752.95

752.25

752.25

752.95

752.95

752.95

748.95

750.32 752.95

749.00 751.65

752.95

748.95

752.95 751.62 750.29 748.95

752.95 751.62 750.29 748.95748.40

752.33

T.O.W. 740.33

T.O.W. 745.67

T.O.W. 745.67

736.95

752.95

752.95

752.95

DN 1:12

DN 1:12

DN 1:12

POLE

BARN

CAR

PORT

F.F.E. =

742.37

F.F.E. =

740.86

Existing House

LC

LC

G a ra g e

D rivew a y

CL

LC

Bridge

PO

ST O

A K

R O

A D

- 80' R /W

POPLAR SPRINGS ROAD - 60' R/W

50' R/W

TA

LLEY

CIRCLE

(60 ' R/ W)

Po pla r S pri ng s Ro ad

S W

F

LU

S H w

P 'V M T.

S W

F

LU

S H w

P 'V M T.

S W

F

LU

S H w

P 'V M T.

Storage

25' Ingress/Egress

Easement (as per plat by Compton Surveying dated

7-17-01)

25' PRIVATE R/W EASEMENT

Iron Rod Found Elev=792.97

PO

ST O

A K

R O

A D

- 80' R /W

Inv=792.10

12"

RCP

Inv=792.14

12"

RCP

Inv=789.42

Inv=788.78

8" PVC WATER MAIN

STATIC PRESSURE = 137 PSI

FLOWING PRESSURE = 100 PSI

FLOW RATE = 1680 GPM

SECTION OF EX CURB AND GUTTER

TO BE REMOVED FOR NEW

DRIVEWAY ENTRANCE

S87°56'22''E

888.30'

S °2 '4 E

.8

N °4 '2 ''E

.1

N °3 '4 ''E

.8

Iron Rod Found

Found

Iron Rod

Iron Rod Found

Set

Iron Rod

SHED BARN

SHOP BLDG

BILLY RAY

JENNINGS

Watkins (D.Bk.

712-89)

(D.Bk.

283-293)

Cheer Practice

103b

Locker Room Restroom

General Storage

54'-0" 8'-0"

'-0

/8

8'

-0

Coaches Office

Restroom

W/D Room

ADA

Restroom

5' -0

Custodial

Tr op hy C as e

Folding Countertop

A200

A18

A200 L18

A200L9

0a

0b

AAA

1'-3 5/8"

8'-8" 14'-8"

109a

1'-3 5/8"

23'-1 1/8" 1'-3 5/8"

77'-0 3/8" 1'-3 5/8"

23'-4" 1'-3 5/8"

1'-3 5/8" 10'-1 1/2" 2'-8" 8'-4" 3'-3 1/4" 77'-0 3/8" 1'-3 5/8" 23'-4" 1'-3 5/8"

A

Mech/Elect

1' -3

/8

'-2

8' -8

2'

-6

8' -8

'-0

'-0

/8

1'

-3

/8

M18 A300

H18 A300

'-7

/8

128'-8"

1' -4

Mech/Elect

1' -4

" 7 5/

8" 7'

-0

3' -2

5'

-0

3' -4

5'

-1

5/ 8"

4' -0

/4

A401K4

A401

K7

103a Locker Room

A401K11

K14

A401 N18

N7

N14

N11

A401

E18

A8

A18

E8

A200

F18Sim

A401

K18

'-7

/8

1' -3

/8

'-0

'-2

/8

'-1

0"

1' -3

/8

5/

8"

3' -4

5/

8"

3' -4

5/

8"

'-1

7/

8"

5/ 8"

2' -3

/8

'-6

/4

2' -1

5/

8"

'-2

5/ 8"

5' -0

128'-8"

2'-7 5/8"

7 5/8"

10'-2 1/4" 7 5/8" 9'-0"

1' -1

1/

4"

Golf Bay Alternate 1

32'-0"

'-0

Downspout with Boot

Downspout with Boot

Downspout with Boot

Downspout with Boot

Downspout with Boot

4' -0

"9'-0"

9' -0

4'-0"

24" Wide Open Access Metal Locker

5' -0

5/ 8"5'

-0

5/

8"

4'-0" 4'-7 5/8" 5'-9 7/8" 4'-7 5/8" 4'-0"

1' -4

4'-8" 4'-4"

24" Wide Open Access Metal Locker

Locker Room Bench

4'-7 5/8"

5'-4"

M8

M8

M8 M8

M8

M8

M8

M8

M8 M8

M8+8

M8 M8

M8M8 M8M8

M8

5'-0" 3'-4"

Downspout with Boot

Downspout with Boot

Downspout with Boot

5' -0

5'-0"

C

Mat/Pad(s) by owner

2'-0"

M8

M8

3'-2"

3'-2" by owner

All furniture by owner

Chairs and bench(es) by owner

Bleachers by owner

M11

A001

Sim Uniform Storage/Hanging Racks

M18 A300

H18 A300

Smoke Partition (penetrations sealed against smoke)

1 Hour Fire Rated Assembly

Existing Partition

S S S S S S S S S S S S S S S S S S S S

(view in color for clarity)

Smoke Barrier (1 HR rated)

2 Hour Fire Rated Assembly

Door Tag (door number)

Room Tag (room name and number)

Section Mark (view number/sheet)

Wall Tag (wall type)

Windoew Tag (window type)

Elevation Mark (view number/sheet)

Name

1i

1t

A18 A101

A18 A101

A18 A101

Floor Plan Legend

32'-0"

'-0

F6 A100

Golf Bay 1

Golf Bay 2

Circulation

A100

H6

A100L6

A100

P6

1st Floor 0"

Low Roof 12'-8"

1st Floor 0"

Low Roof 12'-8"

1st Floor 0"

Low Roof 12'-8"

F6 A100

2'-0"

Metal Roofing system over Ice and Water Shield over 6" Rigid Insulation over Metal Deck per Structural

6"x6" Gutter

Downspout with Boot

1st Floor 0"

Low Roof 12'-8"

2'-0"

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2026 DHW ARCHITECTS, ALL RIGHTS RESERVED

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1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402 423 | 266 | 4816 www.dhw-architects.com

Heritage High School Cheer

04/08/26 Drawn: Author File: 8256-1

Floor Plan

A100

3960 Poplar Springs Rd Ringgold, GA 30736

NORTH

A100

A100

1/8" = 1'-0"

A18 Floor Plan

NORTH

A100

A100

1/8" = 1'-0"

K18 Reflected Ceiling Plan

NORTH

A100

A100

1/8" = 1'-0"

A6 Add Alt 1, Golf Bays

A100

A100

1/8" = 1'-0"

F6 Add Alt 1, Section

A100

A100

3/16" = 1'-0"

P6 Add Alt 1 Golf Bay Elevation 1

A100

A100

3/16" = 1'-0"

L6 Add Alt 1 Golf Bay Elevation 2

A100

A100

3/16" = 1'-0"

H6 Add Alt 1 Golf Bay Elevation 3

1st Floor 0"

6' -0

CAST STONE VENEER

CAST STONE ACCENT BAND

BRICK VENEER

METAL PANELS

CAST STONE WATERTABLE

100a A A A A

CCC

STANDING SEAM METAL ROOF

2' -4

5/ 8"

'-4

/8

5/

8"

6' -0

/8

2' -4

'-8

9' -4

H18 A300

'-8

1' -4

High Roof 25'-4"

Low Roof 12'-8"

Metal Roofing system over Ice and Water Shield over 6" Rigid Insulation over Metal Deck per Structural

6"x6" Gutter

Downspout with Boot 2'-0"2'-0"

Control Joint behind Downspout Control Joint behind Downspout

C .J

C .J

C .J

C .J

.Manufactured Canopy

1st Floor 0"

CAST STONE VENEER

CAST STONE ACCENT BAND

BRICK VENEER

METAL PANELS

CAST STONE WATERTABLE

100b

C C C

STANDING SEAM METAL ROOF

H18 A300

High Roof 25'-4"

Low Roof 12'-8"

2'-0"2'-0"

Control Joint behind Downspout Control Joint behind Downspout

C .J

C .J

C .J

C .J

1st Floor 0"

CAST STONE VENEER

CAST STONE ACCENT BAND

BRICK VENEER

METAL PANELS

CAST STONE WATERTABLE

STANDING SEAM METAL ROOF

M18 A300

High Roof 25'-4"

Low Roof 12'-8"

2'-0"

2'-0"

Control Joint behind DownspoutControl Joint behind Downspout Control Joint behind Downspout

C .J

C .J

1st Floor 0"

CAST STONE VENEER

CAST STONE ACCENT BAND

BRICK VENEER

METAL PANELS

CAST STONE WATERTABLE

STANDING SEAM METAL ROOF

M18 A300

High Roof 25'-4"

Low Roof 12'-8"

2'-0"

Control Joint behind Downspout Control Joint behind Downspout

2'-0"

C .J

C .J

C .J

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2026 DHW ARCHITECTS, ALL RIGHTS RESERVED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402 423 | 266 | 4816 www.dhw-architects.com

Heritage High School Cheer

04/08/26 Drawn: Author File: 8256-1

Exterior Elevations

A200

3960 Poplar Springs Rd Ringgold, GA 30736

A200

A100

3/16" = 1'-0"

A18 North Elevation

A200

A100

3/16" = 1'-0"

F18 South Elevation

A200

A100

3/16" = 1'-0"

L9 East Elevation A200

A100

3/16" = 1'-0"

L18 West Elevation

F

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L

L L

S

S

S

S

S

S

S

S

SS S

SS S

SS S

L

V

FE

C

FE

C

FINISH LEGEND

FLOORING :

CARPET :

CPT - 01 : EF CONTRACT FLOORING, PATTERN STYLE : CROSSWALK #TCWK,

COLOR : #CWK12- DRIFTWOOD; 24"X24" TILE;

20 OZ.; BRICK INSTALLATION

CPT - 02 : EF CONTRACT FLOORING; KINETIX; PATTERN : INTRIGUE;

COLOR : ITR85 TANTALIZE; SIZE : 24" X 24" , INSTALL :

ASHLAR, FOLLOW MANUFACTURER REQUIREMENTS AND

RECOMMENDATIONS; PROVIDE TARKETT SLIM LINE TRANSITION,

1/4" MATERIAL TO SUBFLOOR

POURED FLOORING :

EF-01 : TNEMEC, STRATA-SHIELD, DECO-FLECK

FLOORING NOTES :

1. : CARPET SHALL HAVE LESS THAN 1/2" PILE PER ICC/ANSI A117.12003

CHAPTER 302.2.

2. : CARPET WILL BE MODULAR TILES LAID WITH LOW VOC ADHESIVES.

CARPET SHALL GENERALLY BE IN A VERTICAL ASHLAR PATTERN.

INSTALL AS NOTED ABOVE.

3. : ALL FLOOR MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTER-

LINE OF DOORS.

PAINT AND WALLCOVERING :

PAINT :

PT - 01 : SHERWIN WILLIAMS PAINTS, #SW-6147, COLOR : PANDA

WHITE; SATIN FINISH; ACRYLIC LOW VOC;

(NEUTRAL WHITE WALL PAINT)

PT - 02 : NOT USED

PT - 03 : SHERWIN WILLIAMS PAINTS, #SW-B67-200,

COLOR : SW 6147 Panda White;

Pro Industrial High Performance Epoxy, Gloss;

(EPOXY RESTROOM WALL PAINT)

PT - 04 : BENJAMIN MOORE PAINTS, #HC-166, COLOR :

KENDALL CHARCOAL; SEMI-GLOSS FINISH; ACRYLIC

LOW VOC; (CHARCOAL DOOR FRAMES)

PAINT NOTES :

1. : GYPSUM DRYWALL WALLS SHALL HAVE ONE PRIME COAT AND

A MINIMUM OF TWO FINISH COATS.

2. : ALL DOOR FRAMES TO RECEIVE PAINT AND SHALL

HAVE SEMI-GLOSS FINISH, UNLESS NOTED OTHERWISE.

3. : ALL GYPSUM BOARD TO RECEIVE DRY-ERASE PAINT AND

ACCENT COLORS (PT-05 AND PT-04) SHALL BE LEVEL 5 FINISH.

4. : PREP ALL WALLS TO RECEIVE AN EGGSHELL / SATIN PAINT FINISH.

NOTIFY OWNER FOR ANY ABNORMAL CONDITIONS AND REQUIRED

PREPARATIONS.

5. : PARTITIONS SHALL BE FINISHED COMPLETELY TO FLOOR TO

ELIMINATE WARPS AND BUMPS BEHIND DESIGNATED RUBBER BASE.

CEILINGS :

CEILINGS :

ACT - 01 : Armstrong Commercial, Pattern Style #1935 - Ultima Health Zone Ceiling Tiles; White Square-Edge fine texture Panel w/ Prelude XL

15/16" Grid #7300 White; 2'x2'x3/4" Tiles.

BASES :

BASES :

RB - 01 : MANNINGTON COMMERCIAL, 4"H. RUBBER COVE BASE,

#942, COLOR : BEDROCK

EF - 01 : TNEMEC, STRATA-SHIELD, DECO-FLECK

4" H. COVE BASE

BASE NOTES :

1. : PARTITIONS SHALL BE FINISHED COMPLETELY TO FLOOR TO

ELIMINATE WARPS AND BUMPS BEHIND DESIGNATED RUBBER

BASE.

2. : ALL BASE TO BE CONTINUOUS ROLL GOODS, VERSUS 4' SEGMENTS,

WITH JOB-FORMED INSIDE AND OUTSIDE CORNERS.

MILLWORK :

MILLWORK :

PL - 01 : FORMICA, #5488-NT, COLOR : SMOKY BROWN PEAR,

VERTICAL PLASTIC LAMINATE APPLICATION;

(DARK GREY / BROWN WOOD-LOOK LAMINATE)

PL - 02 : WILSONART, #4943-38, COLOR : CLASSIC LINEN,

(WINDOW SILL)

SS - 01 : WILSONART, SOLID SURFACE, COLOR : PARIS FOG,

1/2" TH.; (GREIGE TEXTURED SOLID SURFACE)

MILLWORK NOTES :

1. : WHERE IDENTIFIED AS LAMINATE FINISH ON MILLWORK, USE COLOR

CORE LAMINATES FOR EXPOSED SURFACES FOR DOORS, DRAWERS,

COUNTER-TOPS AND SPLASHES.

2. : THE UNDERSIDE OF ALL VERTICAL LAMINATE PANELS IN WET AREAS

SHALL RECEIVE A MATCHING LAMINATE OR 1mm PVC EDGE TO

PREVENT WATER FROM WICKING UP THROUGH LAMINATE PANEL

SUBSTRATES.

3. : COUNTERS AND SPLASHES SHALL BE THOROUGHLY CAULKED TO

WALLS AND COUNTER-TOPS USING CLEAR SILICONE CAULK.

RUBBER FLOORING :

RF-01 : TARKETT SPORTS INDOOR, DROPZONE COMFORT 10.5 MM;

COLOR : RED, #DZ104, 48" W. ROLLS, 10.5MM

POLISHED CONCRETE :

SC-01 : SEALED CONCRETE;

FOLLOW STEPS INDICATED, NO STAIN ADDED PRIOR

TO SEALANT

A200

A18

CPT-01

GRAY BOX INDICATES

PRACTICE MAT PROVIDED BY

OWNERS ON FLOOR. SC-01

FINISH TO COVER ENTIRE

SCOPE OF ROOM

EF-01

SC-01

SC-01

SC-01

SC-01

RF-01

EF-01

SC-01

EF-01

CPT-02

A401

K18

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2026 DHW ARCHITECTS, ALL RIGHTS RESERVED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

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1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402 423 | 266 | 4816 www.dhw-architects.com

Heritage High School Cheer

04/08/26 Drawn: Author File: 8256-1

Finish Schedule & Legend

A400

3960 Poplar Springs Rd Ringgold, GA 30736

Finish Schedule

Number Name Floor Finish Base Finish Wall Finish

Ceiling FinishNorth East South West

100 Cheer Practice SC-01 RB-01 PT-01 PT-01 PT-01 PT-01 EXPOSED.

101 ADA Restroom EF-01 EF-01 PT-02 PT-03 PT-03 PT-03 ACT-01 102 Mech/Elect SC-01 RB-01 PT-01 PT-01 PT-01 PT-01 ACT-01 103a Locker Room CPT-02 RB-01 PT-01 PT-01 PT-01 PT-01 ACT-01 103b Locker Room

Restroom

EF-01 EF-01 PT-03 PT-03 PT-03 PT-03 ACT-01

104 Coaches Office CPT-01 RB-01 PT-01 PT-01 PT-01 PT-01 ACT-01 105 Restroom EF-01 EF-01 PT-03 PT-03 PT-03 PT-03 ACT-01 106 Custodial SC-01 RB-01 PT-01 PT-01 PT-01 PT-01 ACT-01 107 W/D Room SC-01 RB-01 PT-01 PT-01 PT-01 PT-01 ACT-01 108 Mech/Elect SC-01 RB-01 PT-01 PT-01 PT-01 PT-01 ACT-01 109 General Storage SC-01 RB-01 PT-01 PT-01 PT-01 PT-01 ACT-01

A400

A100

1/8" = 1'-0"

A18 Finish Plan

FE

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C

V F

F

F

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V

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S

S

S

S

S

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S

SS S

SS S

SS S

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N

NO. 39815

S

P R

O F

S

E

S

IO

G

E

R

E

G I

O

NG

LA E

E N

E I

R

ED

A E

G T

R R

I

S T

E V

E N B . S A B A

C K

Y

H F

S

C,G

C,G

C,G

C,G

C,G

G

+36"

Coaches Office

Restroom

Custodial

W/D Room

Mech/Elect

General Storage

Cheer Practice

Locker Room Restroom

103b

Mech/Elect

ADA Restroom

G

G

"A""B"

B-1

B-2

B-3

B-4

B-5B-6

B-7

B-8

B-10 B-15,17

#10

B-12

B-11

B-13

B-14

FACPVOICE

ANNP

45cd 85dBA

45cd 85dBA

45cd 85dBA

45cd 85dBA

15cd

45cd 85dBA

45cd

35cd

15cd

15cd

B-16

B-9

WP,G

45cd 85dBA

BE

LL

WEATHERPROOF

WP,G

Locker Room 103a

2 DATA &

1 VOIP

2 DATA &

1 VOIP

2 DATA &

1 VOIP

2 DATA LOCATED

ON CEILING2 DATA LOCATED

ON CEILING

B-18

+36"

04/08/26

B-20

15cd 85dBA

PROVIDE HORN STROBE AND SMOKE

DETECTOR WITH WIREGUARD. PROVIDE

PULL STATION WITH LEXON COVER AND

PIEZZO SOUNDER.

B-22

ON CEILING FOR

PROJECTOR.

ON CEILING FOR

PROJECTOR.

1 MAA #:

March Adams& Associates Consulting Engineers

310 Dodds Ave.

P.O. Box 3689 Chattanooga, Tennessee 37404

PH: (423)698-6675

Revisions:

Key Plan

Title:

Sheet No.

Scale:

ALL DRAWINGS AND WRITTEN MATERIAL CONSTITUTE ORIGINAL

WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED,

OR DISCLOSED WITHOUT CONSENT OF THE ARCHITECT.

© 2026 DHW ARCHITECTS, ALL RIGHTS RESERVED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

1"0" 2" 3" 6"

NOTE THAT THESE DRAWINGS ARE PRODUCED IN COLOR AND

ARE TO BE USED IN COLOR.

1001 Carter Street - Chattanooga - 37402 423 | 266 | 4816 www.dhw-architects.com

26043

Heritage High School Cheer

04-08-26 Drawn: DA File: 8256-1

ELECTRICAL

POWER PLAN

E201

3960 Poplar Springs Rd Ringgold, GA 30736

PR

EL

IM

IN

AR

Y

KEYNOTE LEGEND

MARK KEYNOTE TEXT

1 RECEPTACLE FOR USE WITH DRINKING FOUNTAIN. PROVIDE WITH GFCI BREAKER. FIELD COORDINATE

RECEPTACLE HEIGHT WITH DRINKING FOUNTAIN INSTALLER.

2 APPROXIMATE LOCATION OF BUILDING METER. SEE ELECTRICAL RISER DIAGRAM ON SHEET E401 FOR

DETAILS.

3 PROVIDE A 3'X2' PLYWOOD BOARD 3/4" THICK FOR COMMUNICATIONS BACKBOARD. PAINT TO MATCH WALL FINISH. STUB OUT 2 SETS OF 2-1/2" CONDUIT FOR COMMUNICATIONS. SEE E401 AND ES101 FOR

DETAILS.

4 24 PORT POE SWITCH. FIELD COORDINATE WITH OTHER TRADES TO MEET ALL REQUIRED

CLEARANCES.

E201 1/4" = 1'-0"

1 ELECTRICAL POWER PLAN

1 Addendum 1 05-22-26

E201 1/4" = 1'-0"

2 ELECTRICAL POWER PLAN -

ALTERNATE #1

TC-L-1 "LC-L-1" PHOTOCELL 40A 120V INTERMATIC T103

1 UTILITY 2 SETS

#250

75°

AL.

2 SETS

3" -

2 PANEL "A" 1 SET

#1/0

75°

AL.

1 SET

1-1/2" #4 AL.

NEW

METER

MFG.

MODEL

NUMBER

AMPS PER

POLEPOLESCIRCUITS CONTROLLED

LIGHTING CONTACTOR SCHEDULE

CONTROLLED BY COILCONTACTOR

SCHEDULE NOTES:

1. ALL CONTACTORS SHALL BE ELECTRICALLY HELD/ELECTRICALLY OPERATED.

2. ALL CONTACTORS TO BE LOCATED AT PANEL.

3. ALL CONTACTORS TO BE EQUIPPED WITH HOA SWITCH ON COVER.

4. PROVIDE LABEL ON COVER OF ALL CONTACTORS.

TIMECLOCK VOLTAGECONTROLLED BY

TIMECLOCK SCHEDULE

CONTACTOR CONTROLLED POLE

AMPS PER

NUMBER

MODEL

MFG.

CLOCK MOTOR

1. ALL TIMECLOCKS TO BE LOCATED ADJACENT TO ASSOCIATED PANEL.

2. ALL TIMECLOCK SETTINGS TO BE DETERMINED BY OWNER.

3. PROVIDE 120V CONNECTION TO TIMECLOCK MOTORS AND CONTACTOR COILS FROM ASSOCIATED PANEL.

4. PROVIDE LABEL ON COVER OF ALL TIMECLOCKS.

SCHEDULE NOTES:

"TC-L-1"

125A MLO

3PH,4W

208/120V

PANEL

125A FRAME

"B"

PANELBOARD NOTES

SERVICE EQUIPMENT BONDING CONDUCTORS

GROUND LEVEL

AVAILABLE FAULT CURRENT LABELING

CONCRETE-ENCASED ELECTRODE

10'

GROUNDING NOTES

RISER WIRING TABLE

GROUND PERCONDUITFED FROMMARK WIRE

RACEWAYSIZE TYPE

SEE DETAIL.

ROOF FACING NORTH.

PHOTCELL MOUNTED ON

P/C

ROOF

#2 SOLID CU. TO GROUND BAR AT

COMMUNICATIONS BACKBOARD.

#1/0 AL. TO FOUNDATION STEEL

#1/0 AL. TO BUILDING STEEL

#1/0 AL. TO COLD WATER LINE

3 EACH 3/4"x10' COPPER BONDED GALVANIZED

STEEL GROUND RODS, 10'-0" APART. SEE

"LC-L-1"

1. CONNECT GROUND RODS TO GROUND BUS WITH ONE CONTINUOUS LENGTH. SIZE GROUND AS

PER NEC.

2. CONNECT GROUND BUS TO COLD WATER LINE WITH #3/0 COPPER.

3. BOND ALL OTHER METAL PIPING TO GROUNDING SYSTEM.

4. GROUNDING CONNECTIONS TO BE COMPRESSION TYPE, NOT CLAMPED. COMPRESSION TOOL CAN

BE RENTED FROM T&B DEALERS.

5. GROUND ROD TO BE COP-R-COAT (NOT GALVANIZED).

LC-L-1 L-41 "TC-L-1" 12 30 120V - -

1. IN LIEU OF THE MAXIMUM AVAILABLE FAULT CURRENT MARKING AS REQUIRED BY 110.24, A

PERMANENTLY AFFIXED LABEL SHALL BE APPLIED WITH THE FAULT CURRENT AT THE TIME OF

INSTALLATION AND CALCULATION. THE LABEL SHALL BE 2"X3" IN SIZE AND SHALL BE BLUE LETTERING

ON A CONTRASTING BACKGROUND. THIS LABEL SHALL ALSO INCLUDE THE DATE OF THE

CALCULATION.

1. CONTRACTOR TO PROVIDE BONDING JUMPERS/CONDUCTORS FOR ALL SERVICE EQUIPMENT. THIS

IS TO INCLUDE ALL TROUGHS, CONDUITS, AND METER EQUIPMENT.

2. SIZE OF ALL SERVICE BONDING CONDUCTORS TO BE #1/0, SERVICE BONDING CONDUCTORS TO BE

RAN IN EACH RACEWAY AT THIS SIZE FOR PARALLEL SETS OF WIRE AND CONDUIT.

1. ALL SURFACE PANELBOARDS TO HAVE HINGED GUTTER COVERS. FLUSH PANELS TO HAVE

DOOR-N-DOOR COVERS. ALL PANELBOARDS TO SERIES RATED AT 65K. PROVIDE METAL "CORBIN"

2. PROVIDE ENGRAVED LAMICOID NAMEPLATES FOR PANELS.

TABLE NOTES:

1. ALL WIRE #1/0 AND ABOVE TO BE 75°C ALUMINUM. ALL WIRE SMALLER THAN #1/0 TO BE 75°C COPPER.

2. ALL CONDUITS ABOVE GRADE TO BE EMT OR RIGID. CONDUITS IN CMU BLOCK TO BE EMT. BELOW GRADE TO BE PVC SCH40. NO PVC IS PERMITTED TO BE USED ABOVE GRADE FOR LINE VOLTAGE

CONDUCTORS.

3. ALL BELOW GRADE ELBOWS TO BE RIGID EXCEPT WHERE CONVERTING FROM PVC TO EMT INSIDE

WALLS, EMT ALLOWED THEN.

4. ALL ABOVE SLAB CONDUIT RUNS ARE TO BE RAN PARALLEL & PERPENDICULAR TO BUILDING

STRUCTURE.

1. ALL GROUNDING ELECTRODES AS DESCRIBED IN 250.52(A)(1) THRU (A)(6) THAT ARE PRESENT SHALL

BE BONDED TOGETHER TO FORM THE GROUNDING ELECTRODE SYSTEM. THIS REQUIREMENT

INCLUDES THE CONCRETE-ENCASED ELECTRODE. THIS ELECTRODE IS REQUIRED TO BE SHOWN ON THE ONE-LINE DIAGRAM. WHERE NONE OF THESE GROUNDING ELECTRODES EXIST, ONE OR MORE OF THE GROUNDING ELECTRODES SPECIFIED IN 250.52(A)(4) THROUGH (A)(7) SHALL BE INSTALLED

AND USED.

DETAIL ON THIS SHEET.

METER LOCATED ON EXTERIOR WALL. COORDINATE

EXACT LOCATION WITH POWER UTILITY. SEE SHEET E201.

208/120V

3PH,4W

PANEL

"A"

400A FRAME

400A MCB

#1/0 AL.

UNDERGROUND SECONDARY

TO TRANSFORMER. SEE SITE

PLAN.

TYPE LATCHES.

1 2

INTERIOREXTERIOR

WALL

SURGE SUPPRESSION SERVICE ENTRANCE

1. PROVIDE HIGH EXPOSURE TVSS RATED FOR 200KA PER MODE (400KA PER PHASE). HARDWIRED TO

BUS, FACTORY INSTALLED. 65K AIC RATED. PROVIDE INDICATOR LIGHTS, ALARMS FORM C CONTACTS AND SURGE COUNTER. DEVICE TO HAVE FILTERING AND CARRY UL-1283 AND UL-1449 RATINGS.

WITHSTAND TO BE 20,000 (IEEE/ANSI C62.41, CATEGORY C3, 10KA PEAK) IMPULSES WITHOUT FAILURE

OR GREATER THAN 10% CHANGE IN PROTECTION CHARACTERISTICS.

2. PROVIDE TVSS FOR ALL SERVICE ENTRANCE…