ADDENDUM_3.pdf

SAE A d d e n d u m N o . # 3 Page 1 of 1

P:\01606050\addendums\ADDENDUM 3

Southern A&E, LLC 7951 Troon Circle Austell, Georgia 30168 (770)-819-7777

Project Name: Renovations to Tara Stadium Project Number: 01-606-050

Client: Clayton County Public Schools City/State: Morrow, GA

Addendum Date: 12/02/2024 Bid Date: 12/18/2024

TO REGISTERED HOLDERS OF BID DOCUMENTS

INFORMATION CONTAINED IN THIS ADDENDUM SUPERSEDES PREVIOUS INFORMATION

CONTAINED IN BID DOCUMENTS

CHANGES TO SPECS:

1) Section 00 00 30 – Table of Contents

a) Replace section with revised form, copy attached.

2) Section 00 30 00 – Bid Form

a) Replace section with revised form, copy attached.

3) Section 10 51 13 – Lockers

a) Add this section in its entirety. Copy attached

CHANGES TO DRAWINGS:

1) DRAWING A102:

Delete drawing A102 and replace with revised drawing A102 dated 12-02-2024. Copy attached.

a) Bench with back rest for ADA compliance location added on plan.

ATTACHMENTS:

Specifications Sections:

00 00 30 – Table of Contents 00 30 00 – Bid Form 10 51 13 – Lockers

Revised Drawings:

A102 revised 12/02/2024

END OF ADDENDUM #3

SAE TABLE OF CONTENTS 00 00 30 - 1

Table of Contents

SECTION

NUMBER TITLE

00 00 30 Table of Contents

SERIES 0- BIDDING REQUIREMENTS AND CONTRACT FORMS

00 03 00 Advertisement for Bids 00 10 00 Instructions to Bidders 00 30 00 Bid Form 00 30 10 SLBE Program-Required Documents 00 31 00 Bid Bond 00 45 00 Representations and Certifications 00 52 13 Agreement Form – Stipulated Sum 00 70 00 Standard Form of Fixed Price Construction Contract 00 80 00 Supplementary Conditions

DIVISION 1- GENERAL REQUIREMENTS

01 10 00 Summary 01 21 00 Allowances 01 22 00 Unit Prices 01 25 00 Substitution Procedures 01 26 00 Contract Modification Procedures 01 29 00 Payment Procedures 01 31 00 Project Management and Coordination 01 32 00 Construction Progress Documentation 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 41 00 Structural Tests and Special Inspections 01 50 00 Temporary Facilities and Controls 01 56 39 Temporary Tree and Plant Protection 01 60 00 Product Requirements 01 73 00 Execution 01 77 00 Closeout Procedures 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents

DIVISION 2- EXISTING CONDITIONS

02 41 16 Structure Demolition 02 41 19 Selective Structure Demolition

DIVISION 3- CONCRETE

03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete

DIVISION 4- MASONRY

04 20 00 Unit Masonry

DIVISION 5- METALS

05 12 00 Structural Steel Framing 05 21 00 Steel Joists Framing 05 31 00 Steel Decking 05 50 00 Metal Fabrications 05 51 00 Metal Stairs 05 52 13 Pipe & Tube Railings

DIVISION 6- WOOD, PLASTICS, AND COMPOSITES

06 10 53 Miscellaneous Rough Carpentry 06 41 13 Wood-Veneer Faced Cabinets

DIVISION 7- THERMAL AND MOISTURE PROTECTION

07 13 26 Self-Adhering Sheet Waterproofing 07 21 00 Thermal Insulation 07 24 13 Polymer-Based EIFS 07 42 13.23 Metal Composite Material Wall Panels 07 42 17 Metal Soffit Panels 07 54 23 Thermoplastic Polyolefin (TPO) Roofing 07 62 00 Sheet Metal Flashing and Trim 07 71 00 Roof Specialties 07 72 00 Roof Accessories

SAE TABLE OF CONTENTS 00 00 30 - 2

07 92 00 Joint Sealants 07 95 00 Expansion Control

DIVISION 8- OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 14 16.04 Flush Wood Doors 08 31 13 Access Doors and Frames 08 33 23 Overhead Coiling Doors 08 41 13 Aluminum Framed Entrances and Storefronts 08 71 00 Door Hardware 08 80 00 Glazing

DIVISION 9- FINISHES

09 21 16.23 Gypsum Board Shaft Wall Assemblies 09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Ceramic Tiling 09 51 13 Acoustical Panel Ceilings 09 65 13 Resilient Wall Base and Accessories 09 67 23 Resinous Flooring 09 68 13 Tile Carpeting 09 91 14 Exterior Re-Painting 09 91 23 Interior Painting 09 91 24 Interior Re-Painting

DIVISION 10- SPECIALTIES

10 14 19 Dimensional Letter Signage 10 14 23 Panel Signs 10 21 13.17 Phenolic-Core Toilet Compartments 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 16 Fire Extinguishers and Cabinets 10 51 13 Lockers 10 73 10 Walkway and Canopy Covers

DIVISION 11- EQUIPMENT

11 31 13 Commercial Appliances 11 40 00 Foodservice Equipment

DIVISION 12- FURNISHINGS

12 24 13 Roller Window Shades

DIVISION 13- SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14- CONVEYING EQUIPMENT

14 24 00 Hydraulic Elevators

DIVISION 21- FIRE SUPPRESSION

21 05 17 Sleeves and Sleeve Seals for Fire-Suppression Piping 21 05 18 Escutcheons for Fire-Suppression Piping 21 05 23 General-Duty Valves for Fire Protection Piping 21 05 53 Identification for Fire-Suppression Piping and Equipment 21 11 00 Facility Fire-Suppression Water-Service Piping 21 11 16 Facility Fire Hydrants 21 11 19 Fire Department Connections 21 13 13 Wet-Pipe Sprinkler Systems

DIVISION 22- PLUMBING

22 05 13 Common Motor Requirements for Plumbing Equipment 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 22 05 18 Escutcheons for Plumbing Piping 22 05 19 Meters and Gages for Plumbing Piping 22 05 23 General-Duty Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 11 13 Facility Water Distribution Piping 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties 22 11 23 Domestic Water Pumps 22 13 13 Facility Sanitary Sewers

SAE TABLE OF CONTENTS 00 00 30 - 3

22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialties 22 13 21 Miscellaneous Drain Piping 22 14 13 Facility Storm Drainage Piping 22 14 23 Storm Drainage Piping Specialties 22 14 29 Sump Pumps 22 32 00 Domestic Water Filtration Equipment 22 34 00 Fuel-Fired, Domestic-Water Heaters 22 42 13.13 Commercial Water Closets 22 42 13.16 Commercial Urinals 22 42 16.13 Commercial Lavatories 22 42 16.16 Commercial Sinks 22 42 23 Commercial Showers and Bathtubs 22 47 16 Pressure Water Coolers

DIVISION 23- HVAC

23 05 13 Common Motor Requirements For HVAC Equipment 23 05 17 Sleeves And Sleeve Seals For HVAC Piping 23 05 18 Escutcheons For HVAC Piping 23 05 29 Hangers And Supports For HVAC Piping And Equipment 23 05 48.13 Vibration Controls For HVAC 23 05 53 Identification For HVAC Piping And Equipment 23 05 93 Testing, Adjusting, And Balancing For HVAC 23 07 13 Duct Insulation 23 07 19 HVAC Piping Insulation 23 09 00 Instrumentation And Control For HVAC 23 11 23 Facility Natural-Gas Piping 23 23 00 Refrigerant Piping 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 34 23 HVAC Power Ventilators 23 37 13 Diffusers, Registers, And Grilles 23 41 00 Particulate Air Filtration 23 44 00 Air Purification Systems 23 74 33 Dedicated Outdoor Air Units 23 81 26 Split-System Air-Conditioners 23 81 29 Variable Refrigerant Flow Split Systems 23 82 39.19 Wall And Ceiling Unit Heaters 23 91 16 Mechanical Wall Louvers

DIVISION 26- ELECTRICAL

26 01 00 General Electrical Requirements 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 53 Identification for Electrical Systems 26 09 23 Lighting Control Devices 26 22 00 Low-Voltage Transformers 26 24 13 Switchboards 26 24 16 Panelboards 26 24 17 Existing Panelboard Modifications 26 27 26 Wiring Devices 26 28 13 Fuses 26 28 16 Enclosed Switches and Circuit Breakers 26 51 00 Interior Lighting

DIVISION 27- COMMUNICATIONS

27 01 00 General Requirements for Communications 27 05 26 Grounding and Bonding for Communications Systems 27 05 53 Identification for Communications Systems 27 10 00 Network & Structured Cabling System 27 41 16 Audio/Visual Systems

SAE TABLE OF CONTENTS 00 00 30 - 4

27 51 23.20 VOIP Paging System 27 51 29 Area of Rescue Assistance System 27 53 19 Emergency Responder Radio Coverage System

DIVISION 28- ELECTRONIC SAFETY & SECURITY

28 13 00 Access Control 28 16 00 Intrusion Detection 28 23 00 IP Network Video Surveillance 28 47 00 Addressable Fire-Alarm and Mass-Notification Systems

DIVISION 31- SITE CONSTRUCTION

31 10 00 Site Clearing 31 10 23 Erosion, Sedimentation, and Pollution Control < 1 ac 31 20 00 Earth Moving 31 31 16 Termite Control

DIVISION 32- EXTERIOR IMPROVEMENTS

32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 13 73 Concrete Paving Joint Sealants 32 17 23 Pavement Markings 32 17 26 Tactile Warning Tiles 32 31 13 Chain Link Fences and Gates 32 31 19 Decorative Metal Fences and Gates 32 92 00 Turf and Grasses

DIVISION 33- UTILITIES

33 41 00 Storm Utility Drainage Piping 33 46 00 Subdrainage

APPENDICES

Appendix I Schedule of Material Finishes

Renovations to Tara Stadium - Clayton County Schools BID FORM Southern A&E, Architects & Engineers

1287.02 page 00 4113-1 Bid Form (07.2008)

SECTION 00 4113 - BID FORM

Clayton County Board of Education 1058 Fifth Avenue Jonesboro, Georgia 30236

Re: Project No. - 2025002

Renovations to Tara Stadium - Clayton County Schools

Ladies and Gentlemen:

In compliance with your Advertisement for Bids and the Bidding Documents, the undersigned Bidder, [legal name of Bidder]

[address of Bidder]

[telephone number of Bidder] having carefully examined the site and Bidding Documents, including the proposed contract documents and any Addenda thereto, for the Project, proposes and agrees, if this bid is accepted, to enter into a contract with the Owner in the exact form provided in the Bidding Documents and to perform the Work including all services, supervision, labor, equipment and material in conformance with the contract documents, in the time stated therein, for the lump sum of:

_______________________________________________________________________ dollars [written in words] ($______________________________), which sum shall constitute the Base Bid.

The following unit prices are provided in accordance with Specification Section 01 2200 -Unit Prices. The undersigned agrees that the following unit prices shall be used in determining the quantity allowances indicated in Specification Section 00 2100 - Allowances and are included in the Base Bid. The undersigned further agrees that these unit prices shall be used in determining changes to the Contract Price due to changes in quantities of this work, if any, authorized by Change Order, subject to any equitable adjustment to the unit prices in the event of a material change in quantity as set forth in the Contract Documents.

A. In submitting this bid I further agree to the following unit prices for the work indicated:

1. To excavate alluvial deposits, waste off-site and replace with suitable compacted fill obtained off-site for the unit price of ($________) per cubic yard.

1287.02 page 00 4113-2

2. To excavate mass rock, waste off-site and replace with suitable compacted fill obtained off-site for the unit price of ($________) per cubic yard.

3. To excavate trench rock, waste off-site and replace with suitable compacted fill obtained off-site for the unit price of ($________) per cubic yard.

4. To perform rock boring as required for utility installation for the unit price of

($_______) per linear foot.

5. To provide and install additional Type C silt fence for the unit price of

($________) per linear foot.

6. To provide and install additional erosion control matting as specified for the unit price of ($________) per square yard.

7. To provide and install straw mulching for the unit price of ($________) per square foot.

8. To provide and install additional temporary grassing as specified for the unit price of ($________) per square foot.

9. To provide and install additional permanent grassing as specified for the unit price of ($________) per square foot.

10. To provide and install additional Tifway 419 sod as specified for the unit price of ($________) per square foot.

11. To provide and install additional two (2) foot high by eight (8) foot long check dam with two (2) inch to ten (10) inch stone for the unit price of ($_______) each.

12. To provide and install additional staked, hay bale check dam for the unit price of ($________) per bale.

13. To provide and machine place additional rip-rap for the unit price of

($_______) per ton.

14. To provide and install additional Sd2-F inlet sediment trap, fabric-wire backed with support frame for the unit price of ($________) each.

15. To provide and install additional Sd2 block and gravel inlet sediment trap for the unit price of ($________) each.

16. To provide and install additional “Silt Saver”, or equal, inlet sediment trap for the unit price of ($________) each.

17. To provide and install additional polyacrylamide gel blocks as specified for the unit price of ($________) each.

1287.02 page 00 4113-3

18. To provide and install additional concrete walk as detailed on the drawings for the unit price of ($________) per square foot.

19. To provide and install additional 6 feet tall chain link fence as specified for the unit price of ($________) linear foot.

(Quantities shown shall be included in the Base Bid as an Allowance)

Quantity Allowances Unit

Price Allowance

Quantity Allowance

Amount 1 Include in the base bid 75 cu. yd. of unsuitable soil excavation and disposal off-site and replace with suitable compacted fill material from off-site, as specified in Section 31 20 00 “Earth Moving”

$ x 75 CY = $

Include in the base bid 10 cu. yd. of mass rock removal and disposal off-site and replace with suitable compacted fill material from off-site, as specified in Section 31 20 00 “Earth Moving”.

$ x 10 CY = $

Include in the base bid 75 cu. yd. of trench rock removal and disposal off-site and replace with suitable compacted fill material from off-site, as specified in Section 31 20 00 “Earth Moving”

$ x 75 CY = $

Lump Sum Allowances

1 Include the lump–sum cost for providing for providing the “Installation Phase – Scope of Work” of the Emergency Responder Radio Coverage System “Emergency Responder Radio Coverage Systems.”

2 Include the lump-sum cost of 90,000.00 for electric utility co temporary installation and relocation costs.

90,000.00

4 Owner's Contingency: $ 200,000.00

5 TOTAL ALLOWANCES $ 290,000.00

In submitting this Bid, Bidder represents that it has examined the site and locality where the work is to be performed, the legal requirements (Federal, State, and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress, or performance of the work and has made such independent investigations as Bidder deems necessary. The Bid is based on beginning work on site "as-is".

1287.02 page 00 4113-4

The undersigned Bidder agrees that if it is notified in writing by mail, telegraph, facsimile or hand-delivery of the acceptance of this proposal, via Notice of Award or otherwise, within sixty (60) days after the date of the Bid opening, the undersigned Bidder will execute, within five (5) days of the date of the notice, a contract for the Work in accordance with the Bidding Documents in the exact form provided therein for the amount stated above, and at that time will furnish and deliver to the Owner a satisfactory Performance Bond and a satisfactory Payment Bond, both on the exact forms provided in the Bidding Documents and each in an amount equal to one hundred percent (100%) of the Contract Price. The Bidder further agrees to furnish other documents or information as required by the Bidding Documents in accordance therewith.

Enclosed herewith is a fully executed Bid Bond in the exact form required by the Bidding Documents in the amount of not less than five percent (5%) of the Base Bid. The undersigned agrees that the above stated amount is the proper measure of liquidated damages that the Owner will sustain by the failure of the undersigned to execute the Contract and to furnish the Performance Bond and Payment Bond in case this Bid is accepted.

The undersigned Bidder agrees to commence actual physical work on the site with adequate forces and equipment not later than fourteen (14) calendar days of the effective date of the Notice to Proceed to be issued by the Owner, and to complete all of the Work within the time provided in the proposed contract documents.

The undersigned Bidder hereby acknowledges receipt of the following Addenda [insert the number and date of each Addendum; if none, insert "None"]:

The undersigned Bidder is duly organized and existing under the laws of the State of __________________________ as a:

(1) ___ Sole Proprietorship;

(2) ___ Partnership;

(3) ___ Corporation;

(4) ___ Limited Liability Company; or

(5) ___ Other legal entity (specify) _____________________.

The Bidder’s FEI number, or Social Security number if the Bidder is an individual, is as follows: _________________________________.

In accordance with the Bidding Documents, the following are attached hereto or enclosed herewith:

(1) Original and one (1) duplicate of this Bid, appropriately marked;

(2) Bid Bond;

(3) Subcontractor Listing;

(4) Corporate Certificate, Partnership Certificate or Entity Certificate (as applicable); and

(5) Bidder’s and Individuals’ Affidavit of Noncollusion.

The Bidder understands that the Owner reserves the right to reject any or all Bids, and to waive informalities and technicalities in the bidding.

The Bidder understands that all anticipated federal, state and local permits required

1287.02 page 00 4113-5 for the Project have not been obtained. If any permits have not been obtained, the Bidder understands that the Owner’s anticipated date for obtaining all of the required permits is on or before January 21st, 2025.

The Bidder understands that all rights of way and easements anticipated for the Project have not been obtained. If any rights of way or easements have not been obtained, the Bidder understands that the Owner’s anticipated date for obtaining all of the required rights of way or easements is on or before January 21st, 2025.

The Bidder agrees that this Bid may not be revoked or withdrawn for a period of sixty

(60) days after the date and time of Bid opening, but shall remain open for acceptance for a period of sixty (60) days following Bid opening, excepting only as otherwise expressly provided by applicable law.

By submission of this Bid, the Bidder certifies that this Bid has been derived independently, without consultation, communication or agreement as to any matter relating to this Bid with any other Bidder or with any competitor of Bidder. The Bidder hereby certifies that this Bid is made without prior understanding, agreement or connection with any corporation, firm, entity or person submitting a bid for the same Work and is in all respects fair and without collusion or fraud. The Bidder understands that collusive bidding is a violation of state and federal law and can result in fines, prison sentences, and civil damage awards. The Bidder agrees to abide by all conditions of the Bid and all applicable laws.

By signing this Bid on behalf of Bidder, the individual signatory below represents and warrants that he or she, acting alone, has full power and authority to sign on behalf of Bidder and to fully bind Bidder to the terms and conditions of this Bid and the proposed contract documents.

The full names, titles and addresses of persons and firms interested in the foregoing Bid as principals are as follows:

NAME TITLE ADDRESS

Respectfully submitted, [typed name of Bidder]

By: __________________________________[seal] [signature]

[typed name and title]

[address of Bidder]

[business telephone number]

1287.02 page 00 4113-6

[date of execution]

1287.02 page 00 4113-7

STATE OF _______________________

COUNTY OF _____________________

Came before me, ________________________________________, and after being [typed name of individual signing Bid] duly sworn, deposes and says that he/she is _____________________________________ of

[title]

________________________________ and that all of the foregoing is true and correct to the

[Bidder] best of his/her information and belief.

[signature of individual signing Bid]

Subscribed and sworn to before me this ___ day of ______________, 2024.

(seal)

Notary Public

My Commission Expires:

END OF SECTION 00 4113

1287.02 page 00 4113-8

SAE LOCKERS 10 51 13 - 1

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Locker benches.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of bench.

1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of bench.

B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.

1. Include identification system and numbering sequence.

C. Samples for Initial Selection: For each type of locker or bench specified, provide manufacturer's color charts showing the full range of colors available.

1.4 INFORMATIONAL SUBMITTALS

A. Sample Warranty: For special warranty.

1.5 CLOSEOUT SUBMITTALS

A. Maintenance Data: For adjusting, repairing, and replacing benches to include in maintenance manuals.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Do not deliver benches until spaces to receive them are clean, dry, and ready for their installation.

1.7 FIELD CONDITIONS

A. Field Measurements: Verify actual dimensions of rooms by field measurements before fabrication.

1.8 COORDINATION

A. Coordinate sizes and locations and other related units of work specified in other Sections to ensure that benches can be supported and installed as indicated.

1.9 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of benches that fail in materials or workmanship, excluding finish, within specified warranty period.

1. Damage from deliberate destruction and vandalism is excluded.

2. Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations: Obtain benches, and accessories from single source from single manufacturer.

2.2 LOCKER BENCHES

A. Provide bench units with overall assembly height of 17-1/2 inches (445 mm).

B. Bench Tops: Manufacturer's standard one-piece units, with rounded corners and edges.

1. Size: Minimum 9-1/2 inches wide by 1-1/4 inches thick (241 mm wide by 32 mm thick) except provide benches with a minimum 20-inch- (508-mm-) wide tops, and complying with all requirements of Section 903 of the 2010 ADA Standards, where accessible benches are indicated on the Drawings.

2. Extruded aluminum with clear anodic finish.

C. Fixed Pedestals: Manufacturer's standard supports, with predrilled fastener holes for attaching bench top and anchoring to floor, complete with fasteners and anchors, and as follows:

1. Tubular Steel: 1-1/2-inch- (38-mm-) diameter steel tubing threaded on both ends, with standard pipe flange at top and bell-shaped cast-iron base; with baked-enamel or powder-coat finish; anchored with exposed fasteners.

a. Color: As selected by Architect from manufacturer's full range.

D. Materials:

1. Stainless Steel: ASTM A 666, Type 304.

2. Extruded Aluminum: ASTM B 221 (ASTM B 221M), alloy and temper recommended by aluminum producer and manufacturer for type of use and finish indicated.

3. Steel Tube: ASTM A 500/A 500 M, cold rolled.

2.3 FABRICATION

A. Fabricate lockers square, rigid, without warp, and with faces flat and free of dents or distortion. Make exposed metal edges safe to touch and free of sharp edges and burrs.

1. Form body panels, doors, shelves, and accessories from one-piece steel sheet or HDPE unless otherwise indicated.

2. Provide fasteners, filler plates, supports, clips, and closures as required for complete installation.

2.4 ACCESSORIES

A. Fasteners: Zinc- or nickel-plated steel, slotless-type, exposed bolt heads; with self-locking nuts or lock washers for nuts on moving parts.

SAE LOCKERS 10 51 13 - 2

B. Anchors: Material, type, and size required for secure anchorage to each substrate.

1. Provide nonferrous-metal or hot-dip galvanized anchors and inserts on inside face of exterior walls for corrosion resistance.

2. Provide toothed-steel or lead expansion sleeves for drilled-in-place anchors.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine floors, and support bases, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Fixed Locker Benches: Provide no fewer than two pedestals for each bench, uniformly spaced not more than 72 inches (1830 mm) apart. Securely fasten tops of pedestals to undersides of bench tops, and anchor bases to floor.

3.3 PROTECTION

A. Protect benches from damage, abuse, dust, dirt, stain, or paint. Do not permit use during construction.

B. Touch up marred finishes, or replace benches that cannot be restored to factory-finished appearance. Use only materials and procedures recommended or furnished by manufacturer.

END OF SECTION 10 51 13

01 606 050

UP

DN

UP

DN

1. REFER TO COVER SHEET FOR COMPLETE KEYNOTE LIST.

2. REFER TO "WALL PLAN" FOR WALL RATINGS, WALL TYPES AND WALL

DIMENSIONS.

3. REFER TO ENLARGED TOILET PLANS (AS INDICATED ON PLAN) FOR

INFORMATION ON TOILET & BATH ACCESSORIES AND ADDITIONAL DIMENSIONS

OF THESE AREAS.

4. REFER TO CIVIL DRAWINGS FOR COMPLETE SIDEWALK LAYOUT.

XXX

ROOM NUMBER. SEE INTERIOR FINISH SCHEDULE FOR

INFORMATION ON ROOM FINISHES.

DOOR NUMBER. REFER TO DOOR FRAME & DOOR SCHEDULE

FOR INFORMATION ON DOORS.

XXXa

W-x

ALUMINUM WINDOW NUMBER. REFER TO DRAWING A604 FOR

WINDOW ELEVATIONS.

SF-x

ALUMINUM STOREFRONT NUMBER. REFER TO DRAWING A604

FOR WINDOW ELEVATIONS.

NEW CONCRETE BLOCK WALLS.

DIMENSION FROM FACE OF WALL TO FACE OF WALL.

ALL DOORS SHOWN WITHOUT DOOR NUMBER ARE EXISTING

TO REMAIN.

Xx1

GRID/CENTERLINES OF STEEL COLUMNS AND/OR STEEL

FRAMES

NOT IN CONTRACTN.I.C.

EXISTING WALLS TO REMAIN.

GENERAL NOTES

KEY PLAN:

LEGEND

1 HOUR FIRE RATED WALL

2 HOUR FIRE RATED WALL

SMOKE PARTITION WALL

UNRATED WALL

ENVIRONMENTAL PARTITION WALL

A2011

A201

A201

A201 2

1073 SF

VISITORS

LOCKERS

1068 SF

HOME

LOCKERS

11150 SF

SHR

301 SF

STAIR A-1

131 SF

MACHINE

ROOM

64 SF

ELEV

178 SF

STAIR B-1

42 SF

ICE

MACHINE

118 SF

OFFICIALS

A301

A301

187 SF

RR

178 SF

RR

A409

A410

A401

A401

A301

A301

114B

114C

111B

111A

114A

115A

116A

115D115C115B

112B 112C 112D

112A

113A

103A100A

100B

118A

105A

101A

224 SF

CORRIDOR

97 SF

RISER

ROOM

285 SF

ELEC

124 SF

TRAINING

ROOM

77 SF

SHR

A412

53 SF

TOILET

52 SF

J.C.

108A

109A

106A

107B

105C

107A

118C

118B

117A

A301

111C

Ax01 Ax02 Ax03 Ax04 Ax05 Ax06 Ax07

Ay09

Ay08

Ay07

Ay06

Ay05

Ay04

Ay03

Ay02

Ay01

10" 12' - 5" 8' - 7" 16' - 6" 2' - 6" 19' - 2" 7' - 2" 10"

68' - 0"

10" 2' - 10" 4' - 4" 6' - 4" 6' - 6" 11' - 2" 4' - 0" 4' - 4"

1' - 0" 8"

3' - 10" 21' - 4" 10"

2'

0"

4'

1'

3'

0"

3'

5'

4'

2'

0"

9'

5'

7'

7'

6'

0"

1'

5'

3'

8'

3'

0"

0"

3'

0"

6'

4'

4'

6'

6' - 0" 1' - 0"

68' - 0"

14' - 3 1/2" 6' - 4" 6' - 8 1/2" 4' - 4" 10' - 6" 3' - 10" 22' - 0"

1'

8"

8"

8" 8'

8"

6'

8"

11' - 9"

8"

7' - 11" 8" 15' - 10" 8" 26' - 10"

1' - 4" 1' - 2"

1'

8"

8"

6'

8" 6'

8"

6'

8" 5'

8"

8'

8"

8" 4" 10' - 9" 8" 26' - 11" 8" 25' - 8"

10' - 8" 3' - 4" 11' - 8"

1'

11' - 9" 8" 7' - 11"

8"

9' - 6" 8" 8' - 2" 8" 25' - 8" 1' - 2"

0"

8"

8"

2'

1' - 4"

5'

1'

6' - 0"

1' - 0"

F E

C

4" A506

A506

A506

A506

A506

A506

A506

115E

112E

3' - 10"

3' - 10"

3' - 5 1/2"3' - 5"

3' - 5"

3' - 5 1/2"

10 51 13 FIXED

BENCHES IN

CONTRACT

10 51 13 FIXED

BENCHES IN

CONTRACT

10 51 13 FIXED

BENCHES IN

CONTRACT

10 51 13 FIXED

BENCHES IN

CONTRACT

11 31 13 -

COMERCIAL

APPLIANCES -

ICE MAKER - I.C.

10 11 00.A, 8' -

VISUAL DISPLAY

UNIT

10 11 00.A, 8' -

VISUAL DISPLAY

UNIT

.A , 8

V

IS

U A

L D

IS

P

LA

Y

U N

IT

.A , 8

V

IS

U A

L D

IS

P

LA

Y

U N

IT

10 11 00.A, 8' -

VISUAL DISPLAY

UNIT

.A , 8

V

IS

U A

L D

IS

P

LA

Y

U N

IT

.A , 8

V

IS

U A

L D

IS

P

LA

Y

U N

IT

10 11 00.A, 8' -

VISUAL DISPLAY

UNIT

A401

105B

10 51 13 FIXED

BENCHES IN

CONTRACT. PROVIDE

BACK REST FOR ADA

AT THIS BENCH

10 51 13 FIXED

BENCHES IN

CONTRACT. PROVIDE

BACK REST FOR ADA

AT THIS BENCH

A2011

A201

A201

A201 2

64 SF

ELEV

131 SF

STORAGE

301 SF

STAIR A-2

318 SF

STAIR B-2

145 SF

OFFICE

120 SF

OFFICE

120 SF

OFFICE

98 SF

OFFICE

298 SF

CORRIDOR

119 SF

MECH

112 SF

DATA

A301

A410

A409

A301

251 SF

EXECUTIVE

OFFICE

210 SF

CONFERENCE

209A

210A

206A

205A

204A

213A225A

201A 200A

211A

W

W

W02

W02

W02

A506

A506

145 SF

OFFICE

111 SF

OFFICE

140 SF

OFFICE

137 SF

OFFICE

110 SF

OFFICE

120 SF

OFFICE

120 SF

OFFICE

64 SF

TOILET

A412

A401

228A

227A

222A

223A

219A

218A

220A221A

216A

215A

208A

207A

51 SF

TOILET

43 SF

CLOSET

51 SF

TOILET

52 SF

CLOSET

73 SF

PASSAGE

553 SF

CORRIDOR

283 SF

CORRIDOR

231A

214A224A

172 SF

OFFICE

214153 SF

OFFICE

A301

8" 10' - 2" 8" 5' - 0" 8" 9' - 1" 8"

14 SF

CLOSET

Ax01 Ax02 Ax03 Ax04 Ax05 Ax06 Ax07

Ay09

Ay08

Ay07

Ay06

Ay05

Ay04

Ay03

Ay02

Ay01

W

W

W

W

W01

9'

5'

7'

7'

6'

0"

10" 12' - 5" 8' - 7" 16' - 6" 2' - 6" 19' - 2" 7' - 2" 10"

41' - 5" 5' - 6" 21' - 1"

68' - 0"

3'

1'

1'

0"

4'

7"

5'

1'

5'

9'

5'

1'

5'

7"

4'

1'

0"

1'

3'

1'

0"

8"

8"

8"

8"

8"

0"

1'

1' - 2" 11' - 9" 8" 7' - 11" 8" 12' - 5 1/2" 8" 12' - 5 1/2" 8" 6' - 0" 8" 11' - 9"

1' - 2"

9'

0"

8"

7'

8" 6'

8"

0"

8"

8"8" 4"

1"

8" 6'

8"

1'

8"

1" 8"

0"

8" 8'

8"

8" 6'

8"

1'

11' - 9" 8" 26' - 11" 8" 11' - 2" 2' - 1" 8" 11' - 9"

7'

8" 2'

0"

11' - 9" 8" 11' - 4" 8" 14' - 11" 8" 5' - 3" 8" 7' - 2" 1' - 4" 8" 10' - 7"

14' - 10" 5' - 6" 7' - 2" 4' - 0"

6"

4' - 0" 32' - 0"

F E

C

A506

A506

A506

1' - 4"

1'

1'

9'

0" 8"

6'

8" 9'

8"

8"

0" 8"

6'

214B

A2011

A201

A201

A201 2

173 SF

MECH

131 SF

STORAGE

301 301 SF

STAIR A-3

284 SF

FOOD PREP

64 SF

ELEV

152 SF

STORAGE

230 SF

CORRIDOR

1630 SF

HOSPITALITY

SUITE

A301

A301

A410

A409

A401

A405 -

A301

A301

309A

305A

310A

301A 300A

W02

W02 W02

A604

A604

SF−01

SF−02

SF−01

318 SF

STAIR B-3

297 SF

STORAGE

298 SF

CORRIDOR

198 SF

MEN

244 SF

WOMEN

312A

308a

311a

304a

A412

ROOF

ACCESS

LADDER

A301

Ax01 Ax02 Ax03 Ax04 Ax05 Ax06 Ax07

Ay09

Ay08

Ay07

Ay06

Ay05

Ay04

Ay03

Ay02

Ay01

9'

5'

7'

7'

6'

0"

10" 12' - 5" 8' - 7" 16' - 6" 2' - 6" 19' - 2" 7' - 2" 10"

14' - 10" 5' - 6" 21' - 1" 5' - 6" 13' - 11" 7' - 2"

60' - 10" 7' - 2"

68' - 0"

14' - 10" 5' - 6" 7' - 2" 4' - 0" 29' - 4"

W01

8" 6'

8"

8"

9'

8"

1" 8"

6'

8"

1'

20' - 4" 8" 15' - 10" 8" 21' - 0" 1' - 2" 6' - 0"

1'

4'

0"

7'

7'

0"

4'

1'

11' - 9" 8" 7' - 11" 8"

8" 4"

2' - 9" 10" 6' - 4" 4' - 11" 8"

26' - 11" 8" 18' - 6"

1'

1' - 4"

1'

1' - 4"

1'

4"

1'

4"

11' - 9" 8" 26' - 11" 8" 18' - 6"

0"

6'

6'

0"

A104

FEC

A604

1' - 0"

2' - 3" 1' - 2"

10. 28 00 L, MOP & BROOM

HOLDER

A402

A4053

DRAWING NUMBER

REVISIONS

COPYRIGHT 2025 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND SHALL NOT BE COPIED

OR REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN CONSENT

FROM SOUTHERN A&E, LLC.

C

11-19-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

TRUE

NORTH

2" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

H

I

J

K

L

M

N

KEYPLAN

TARA STADIUM

RENOVATIONS TO:

CLAYTON COUNTY SCHOOLS

1058 FIFTH AVENUE, JONESBORO, GA 30236

1055 BATTLE CREEK RD, JONESBORO, GA 30236

01-606-050

ISSUED FOR CONSTRUCTION

STATE BOARD OF REGISTRATION

FOR PROFESSIONAL ENGINEERS AND LAND

SURVEYORS

SOUTHERN A & E, LLC

ENGINEER FIRM

LICENSE NO: PEF003374

EXP. DATE - 06/30/2026

STORAGE

FIELDHOUSE

CONCESSIONS

NORTHBATHROOMS/

LOCKERS NORTH

CONCESSIONS

SOUTH

BATHROOMS/

LOCKERS SOUTH

CANOPY SOUTH

SCOREBOARD

TICKET BOOTH NORTH

TICKET BOOTH NORTH

A102

NEW FLOOR PLAN - FIELDHOUSE

SCALE: = 1'-0"

0 8 168

1/8"

1/8" = 1'-0"A102

1 FIELDHOUSE-FIRST FLOOR PLAN

GROSS AREA - FIELDHOUSE

Level Area

FH - LEVEL 1 5598 SF

FH - LEVEL 2 5598 SF

FH - LEVEL 3 5008 SF

16205 SF

GROSS AREA - STORAGE

Level Area

FH - LEVEL 1 2501 SF

2501 SF

1/8" = 1'-0"A102

2 FIELDHOUSE- SECOND FLOOR PLAN

1/8" = 1'-0"A102

3 FIELDHOUSE-THIRD FLOOR PLAN

R # Doc # Date

1 AD3 12-02-20241