Addendum4_Combined.pdf
PDF 17 MB Posted
- Solicitation number
- PE-63110-NONST-2025-000000056
- Issued by
- Clayton County, Georgia
About this file
This is an architectural drawing set from Southern A&E, LLC for the Clayton County Schools Tara Stadium Fieldhouse Renovations project located at 1055 Battle Creek Road in Jonesboro, GA. The plans detail the demolition and replacement of the existing fieldhouse and storage building, renovation of concessions buildings, and exterior improvements including new canopies, replacement fencing at home and visitor sides, and landscaping. The drawings include detailed demolition plans, new floor plans, building elevations, door schedules, and utility plans for the three-story fieldhouse structure along with associated mechanical, electrical, plumbing and fire protection systems. Key spaces include locker rooms, offices, restrooms, storage areas, and a hospitality suite.
The plans show specific technical requirements including concrete slab specifications, masonry wall construction, roofing systems, utility connections, and fire protection systems throughout the facility. Utility plans indicate new water, sewer, gas, and electrical service connections coordinated with local authorities. The drawings provide detailed dimensions, materials specifications, and construction requirements that contractors must follow during demolition and new construction phases. The set includes structural details for foundations, walls, and roof framing as well as comprehensive mechanical and electrical systems designs for the new facility.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ADDENDUM _4_COMPLETE.pdf | ||
| ADDENDUM _2 COMPLETE.pdf | ||
| Tara Stadium Fieldhouse _ Bid Advertisement.pdf | ||
| ADDENDUM_3.pdf | ||
| ADDENDUM _1_COMPLETE.pdf |
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Text version
H H
H
BUILDING SHALL
BE REMOVED
BUILDING SHALL
BE REMOVED
FENCE SHALL
BE REMOVED
LIMIT OF FENCE
REMOVAL
FENCE SHALL
BE REMOVED
FENCE SHALL
BE REMOVED
LIMIT OF FENCE
REMOVAL
LIMIT OF FENCE
REMOVAL
LIMIT OF FENCE
REMOVAL
FENCE SHALL
BE REMOVED
POWER POLE
SHALL BE REMOVED
REFER TO ELEC.
REMOVE EX.
CONCRETE
SIDEWALK
REMOVE EX.
CONCRETE
REMOVE EX.
CONCRETE
REMOVE EX.
CONCRETE
REMOVE EX.
CONCRETE
SAW CUT & REMOVE
EX. CONCRETE
SAW-CUT &
REMOVE C&G
ASPHALT TO BE REMOVED
CURB & GUTTER
TO BE REMOVED
CURB & GUTTER
TO BE REMOVED
CANOPY & COLUMNS
SHALL BE REMOVED
WOODED AREA SHALL
BE CUT, CLEARED &
REMOVE COMPLETELY
REPAIR OR REPLACE
CONCRETE PAD AS
REQUIREDSAW-CUT
& REMOVE
EX. ASPHALT
SAW-CUT
& REMOVE
EX. C&G
SAW-CUT
& REMOVE
EX. C&G
FENCE SHALL
BE REMOVED
SAW-CUT &
REMOVE CONC.
TO INSTALL CANOPY
SAW-CUT &
REMOVE CONC.
TO INSTALL CANOPY
REMOVE
OAK TREE REMOVE
OAK TREE
C101
SCALE: 1" = 20'
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL PRESERVE BENCHMARKS, REFERENCE POINTS
AND STAKES.
2. IF THE CONTRACTOR, IN THE COURSE OF WORK, FINDS ANY
DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF
THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE
LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS DUTY TO
IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER WILL
PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH DISCOVERY,
UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.
3. THE PURPOSE OF THE DRAWING IS TO CONVEY THE OVERALL SCOPE OF
WORK AND IT IS NOT INTENDED TO COVER ALL DETAILS OR SPECIFICATIONS
REQUIRED TO COMPLY WITH GENERALLY ACCEPTED DEMOLITION
PRACTICES. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF
WITH THE SITE, SCOPE OF WORK, AND ALL EXISTING CONDITIONS AT THE
JOB SITE PRIOR TO BIDDING AND COMMENCING THE WORK. DEMOLITION
CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MEANS, METHODS,
TECHNIQUES, AND PROCEDURES USED TO COMPLETE THE WORK IN
ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND IS LIABLE FOR
THE SAFETY OF THE PUBLIC AND CONTRACTOR'S EMPLOYEES DURING THE
COURSE OF THE PROJECT.
4. REMOVE AND LEGALLY DISPOSE OF INDICATED ITEMS OFFSITE, UNLESS
OTHERWISE INDICATED.
5. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS AND
NOTIFICATIONS BEFORE STARTING SELECTIVE DEMOLITION.
6. CONTRACTOR SHALL ARRANGE DEMOLITION SCHEDULE SO AS NOT TO
INTERFERE WITH OWNER'S ON-SITE OPERATIONS.
7. CONTRACTOR SHALL CONDUCT DEMOLITION OPERATIONS AND REMOVE
DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, DRIVES, WALKS,
AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.
8. CONTRACTOR SHALL ERECT TEMPORARY PROTECTION, SUCH AS WALLS,
WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS TO
SECURE AREAS OF DEMOLITION AND CONSTRUCTION AND TO SEPARATE
THOSE ACTIVITIES FROM ALL SCHOOL ACTIVITIES.
9. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND
LANDSCAPING TO REMAIN.
10. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT
REQUIRED BY NEW CONSTRUCTION AND AS INDICATED.
11. ALL AREAS OF CONSTRUCTION, INCLUDING STORAGE AREAS, SHALL BE
FENCED AND GATED WITH LOCKABLE GATES. TEMPORARY CHAIN LINK
FENCE SHALL BE 6-FT CHAIN-LINK FENCE AT A MINIMUM. SEE
SPECIFICATION SECTION 015000.
DEMOLITION PLAN
Feet0 20 40
CURB & GUTTER TO BE REMOVED
DEMOLITION LEGEND:
STORM PIPE TO BE REMOVED
GAS LINE TO BE REMOVED
UNDERGROUND POWER TO BE REMOVED
COMMUNICATIONS LINE TO BE REMOVED
OVERHEAD POWER TO BE REMOVED
CONCRETE TO BE REMOVED
ASPHALT TO BE REMOVED
EX. FENCE TO BE REMOVED
DRAWING NUMBER
ISSUED FOR CONSTRUCTION
REVISIONS
COPYRIGHT 2024 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
06-10-2024
BID PACKAGE BP-1
SA&E PROJECT NUMBER
ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")
A
12" 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
TARA STADIUM FIELDHOUSE
RENOVATIONS TO:
CLAYTON COUNTY SCHOOLS
1058 FIFTH AVENUE, JONESBORO, GA 30236
1055 BATTLE CREEK RD, JONESBORO, GA 30236
01-606-050
R # Doc # Date
STATE BOARD OF REGISTRATION
FOR PROFESSIONAL ENGINEERS AND
LAND SURVEYORS
SOUTHERN A & E, LLC
ENGINEER FIRM
LICENSE NO: PEF003374
EXP. DATE - 06/30/2026
THE UTILITIES SHOWN ARE SHOWN FOR THE
CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES
MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.
THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY
FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF
THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"
CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE
RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM
DAMAGES TO THE EXISTING UTILITIES.
CAUTION:
1 AD4 12-10-2024
BUILDING TO BE REMOVED
WOODED AREA TO BE REMOVED
12-11-2024
STORAGE
VISITORS
LOCKERS
HOME LOCKERS
STAIR A-1
MACHINE ROOM
ELEV
STAIR B-1
SHR
ICE MACHINE
OFFICIALS
RR
RR
CORRIDOR
TRAINING ROOM
SHR
J.C.
TOILET
ELEC
RISER ROOM
CORRIDOR
104 PROPOSED
BUILDING
F.F.E. 862.72'
PROPOSED
BUILDING
F.F.E. 862.60'
8'CLF 8'CLF
8'CLF 4'CLF 4'CLF 4'CLF 4'CLF
4'CLF 4'CLF 4'CLF 4'CLF 4'CLF
NEW CURB &
GUTTER
NEW HEAVY
DUTY PAVEMENT
NEW HANDICAP
RAMP (TYP. A)
NEW HANDICAP
RAMP (TYP. B)
NEW CURB
& GUTTER
LIMIT OF NEW
PAVEMENT
LIMIT OF NEW
PAVEMENT
8' BLACK POLYMER
COATED CHAIN
LINK FENCE
NEW DECORATIVE
FENCE
NEW CONCRETE
PATIO
NEW DECORATIVE
FENCE
(2) 6' FULL
SWING GATES
(2) 4' FULL
SWING GATES
EX. CONCRETE
NEW CONCRETE
TRANS. PAD
NEW FENCE SHALL TIE
INTO EX. FENCE
NEW FENCE SHALL TIE
INTO EX. FENCE
6.
5.
.5
0' 6.67' 3.74'
6.67' 3.60'
8.40'
6.
5.
R50.00'
R17.00'
40.00'
2.00' 6.00'
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
SIDEWALK
(2) 4' FULL
SWING GATES
(2) 4' FULL
SWING GATES
NEW CONCRETE SHALL
BE POURED UP TO EX.
CONCRETE
NEW CONCRETE SHALL
BE POURED UP TO EX.
CONCRETE
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL C
L
C L
C L
C L
CLCLCLCL
C L
C L
C L
8' C
LF
8'
C
LF
8' C
LF
8'
C
LF
NEW CURB
& GUTTER
NEW CURB
& GUTTER
LIMIT OF NEW
PAVEMENT
C L
C L
C L
C L
C L
C L
C L
C L
C L
C L
C L
C L
CL CL CL CL CL CL
C
L C
L
CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL
C L
CLCLCLCLCLCLCLCLCL
C L
C L
C L
C L
C L
C L
C L
C L
C L
C L
C L
CL
CL
CL
CL
CL
CL
CL
CL CL CL CL
C L
C L
C L
C L
C
LCL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CONSTRUCTION/
CLEARING LIMITS
CONSTRUCTION/
CLEARING LIMITS
CONSTRUCTION/
CLEARING LIMITS
CONSTRUCTION/
CLEARING LIMITS
4' BLACK POLYMER
COATED CHAIN
LINK FENCE
8' BLACK POLYMER
COATED CHAIN
LINK FENCE
4' BLACK POLYMER
COATED CHAIN
LINK FENCE
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
NEW HEAVY
DUTY PAVEMENT
CANOPY COLUMNS
REFER TO ARC.
DRAWINGS
C102
SCALE: 1" = 20'
STAKING NOTES:
1. ALL DIMENSIONS REFERENCING CURB AND GUTTER
ARE MEASURED TO BACK OF CURB.
2. THE DEPTH OF PROPOSED PAVEMENT AND
BUILDINGS ARE AS FOLLOWS:
- BUILDING SLAB & BASE - 8"
- LIGHT DUTY PAVEMENT - 9 12"
- CONCRETE PAVEMENT - 7"
- SIDEWALK - 4"
3. A DWG COMPUTER FILE WILL BE AVAILABLE FROM
THE ENGINEER FOR CONSTRUCTION LAYOUT.
4. ALL CAR PARKING STALLS AND STRIPED ISLANDS
SHALL BE PAINTED WITH 4" WHITE STRIPES AS
SHOWN.
5. ALL SIGNAGE/STRIPING PER MUTCD LATEST EDITION.
6. ALL STRIPING IN R/W SHALL BE THERMOPLASTIC.
STAKING PLAN
STAKING LEGEND:
8'CLF
Feet0 20 40
PROPOSED BUILDING
HEAVY DUTY ASPHALT
CURB & GUTTER
CONCRETE SIDEWALK
PAVEMENT MARKINGS
8' BLACK PVC COATED
CHAIN LINK FENCE
DRAWING NUMBER
ISSUED FOR CONSTRUCTION
REVISIONS
COPYRIGHT 2024 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
06-10-2024
BID PACKAGE BP-1
SA&E PROJECT NUMBER
ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")
A
12" 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
TARA STADIUM FIELDHOUSE
RENOVATIONS TO:
CLAYTON COUNTY SCHOOLS
1058 FIFTH AVENUE, JONESBORO, GA 30236
1055 BATTLE CREEK RD, JONESBORO, GA 30236
01-606-050
R # Doc # Date
STATE BOARD OF REGISTRATION
FOR PROFESSIONAL ENGINEERS AND
LAND SURVEYORS
SOUTHERN A & E, LLC
ENGINEER FIRM
LICENSE NO: PEF003374
EXP. DATE - 06/30/2026
THE UTILITIES SHOWN ARE SHOWN FOR THE
CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES
MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.
THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY
FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF
THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"
CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE
RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM
DAMAGES TO THE EXISTING UTILITIES.
CAUTION:
DECORATIVE BLACK FENCE
CONCRETE PAVEMENT
1 AD4 12-10-2024
AutoCAD SHX Text
CONC. FLUME
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CONC. FLUME (PARTIALLY BURIED IN DEBRIS)
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CONC. FLUME
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TARA ROAD (60' R/W PER PB 35, PG 29)
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CONC.
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CONC.
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CONC. SIDEWALK
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CONC. SIDEWALK
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CONC. FLUME
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ASPHALT
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ASPHALT
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ASPHALT
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APPROXIMATE R/W PER CLAYTON COUNTY TAX ASSESSORS
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CONC. BLEACHERS
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CONC. FLUME
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CONC. BLEACHERS
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4"DOGWOOD
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4"DOGWOOD
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CONCRETE BASE
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LIGHT POLE
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4"PVC 898.17
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4"PVC 898.07
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CHAIN LINK FENCE
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CONTROL POINT
AutoCAD SHX Text N: 1291399.92
AutoCAD SHX Text E: 2238502.29
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ELEV: 898.24
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DESC: NAIL SET
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898.23 X
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898.23 X
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898.33 X
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897.94 X
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CONC. BLEACHERS
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30"OAK
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24"OAK
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4"DOGWOOD
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4"DOGWOOD
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CONCRETE BASE
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LIGHT POLE
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CONCRETE BASE
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LIGHT POLE
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SHRUBS
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HANDICAP
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RAMP
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HANDICAP
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RAMP
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HANDICAP
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RAMP
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METAL
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SIGN
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POST
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METAL
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SIGN
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POST
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POST
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GATE
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GATE
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POST
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POST
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GATE
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POST
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4"PVC 898.17
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4"PVC 898.07
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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CHAIN LINK FENCE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE WALK
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CONCRETE WALK
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CHAIN LINK FENCE
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CONTROL POINT
AutoCAD SHX Text N: 1291399.92
AutoCAD SHX Text E: 2238502.29
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ELEV: 898.24
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DESC: NAIL SET
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CONTROL POINT
AutoCAD SHX Text N: 1291390.14
AutoCAD SHX Text E: 2238685.91
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ELEV: 897.89
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DESC: NAIL SET
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JB TOP 898.30
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NEW CONC. PATIO
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NEW CONC. PATIO
ARCHITECTURAL DEMOLITION - GENERAL NOTES
EXISTING WINDOW TO BE REMOVED.
EXISTING WALLS TO REMAIN
EXISTING WALLS TO BE REMOVED
EXISTING DOOR TO BE REMOVED
OR REPLACED.
ALSO SEE DOOR SCHEDULE.
EXISTING LAVATORY TO BE REMOVED.
ALSO SEE PLUMBING DRAWINGS.
EXISTING SERVICE SINK TO BE REMOVED.
ALSO SEE PLUMBING DRAWINGS.
LEGEND
ARCHITECTURAL DEMOLITION PLANS SHOW ONLY ARCHITECTURAL SELECTIVE DEMOLITION SCOPE OF WORK. CONTRACTOR SHALL REFER TO OTHER ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR ADDITONAL ARCHITECTURAL DEMOLITION WORK NOT SHOWN ON DEMOLITION PLANS.
CONTRACTOR SHALL REFER TO STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR COMPLETE DEMOLITION SCOPE OF WORK. CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 02 41
19 SELECTIVE STRUCTURAL DEMOLITION FOR ADDITIONAL INFORMATION.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, DIMENSIONS, QUANTITY, ETC. AND TO COORDINATE DEMOLITION WORK WITH NEW WORK PRIOR BEGINING DEMOLITION WORK. EXISTING STRUCTURES, BUILDING COMPONENTS, SPECIALTIES, EQUIPMENT, CABINETRY AND FINISHES MUST REMAIN IN PLACE IF NO WORK IS SHOWN OR OTHERWISE NOTED ON PLANS. UNLESS OTHERWISE NOTED ALL REMOVED MATERIAL AND DEBRIS ARE TO BECOME PROPERTY OF CONTRACTOR AND REMOVED FROM
SITE.
CONTRACTOR SHALL COORDINATE ENTIRE DEMOLITION WORK FOR ALL REQUIRED PATCHING AND
RAPAIRS TO EXISTING FLOOR SLABS, WALLS AND OTHER STRUCTURES AFTER REMOVAL OF PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT NOT SHOWN ON ARCHITECTURAL DRAWINGS.
ALL DESKS, CHAIRS, TABLES, PAPERS, BOOKS, MAPS, FANS, FLAGS AND OTHER SUCH LOOSE EQUIPMENT, FURNISHINGS AND SUPPLIES SHALL BE REMOVED BY THE OWNER. ELECTRONIC DEVICES TO BE
REMOVED BY OWNER, EXCEPT FOR INTERACTIVE BOARDS. WHICH ARE TO BE REMOVED & REINSTALLED
BY A CERTIFIED INSTALLER/ ELECTRICAL OR DATA CONTRACTOR.
CONTRACTOR SHALL ENGAGE PROFESSIONAL MOVING MANAGEMENT COMPANY FOR MOVING OUT AND
MOVING BACK IN ALL FURNISHING AND INVENTORY FROM AND INTO RENOVATED ROOMS. PRIOR
BEGINING OF CONSTRUCTION CONTRACTOR SHALL CONFIRM CONSTRUCTION SCHEDULE, PHASING AND MOVING WITH OWNER.ALL ADDITIONAL TEMPORARY STORAGE SPACE , IF REQUIRED, IS RESPONSIBILITY OF CONTRACTOR. REFER TO SPECIFICATION SECTION 01 78 30 SPECIAL PROCEDURES FOR MOVE
MANAGEMENT.
ARCHITECTURAL DEMOLITION - NOTES AND KEYNOTES
BUILDING STRUCTURE:
General Note: ATTENTION CONTRACTOR! WORK IN THIS PROJECT INCLUDES REMOVAL OF EXISTING BUILDING STRUCTURAL COMPONENTS (STEEL COLUMNS, BEAMS, LOAD BEARING WALLS, ETC.) REFER TO ARCHITECTURAL AND STRUCTURAL DEMOLITION PLANS FOR INFORMATION & DETAILS. COORDINATE
DEMOLITION WORK WITH NEW WORK.
D-1.0 (Keynote): COMPLETE DEMO OF BUILDING STRUCTURE
DOORS & DOOR FRAMES:
D-2.3 (Keynote. See Plan): REMOVE EXISTING DOOR AND DOOR FRAME AS REQUIRED TO RECEIVE NEW
DOOR AND DOOR FRAME. REFER TO DOOR AND FRAME SCHEDULE FOR NEW DOOR INFORMATION.
PATCH AND REPAIR REMAINING EXISTING WALLS AND FLOORS AS REQUIRED FOR NEW FINISH.
FLOOR SLAB:
D-7.0 (General Note): DEMOLITION WORK SHALL INCLUDE REMOVAL OF FLOOR SLAB AS SHOWN ON PLANS AND/OR AS REQUIRED FOR NEW PLUMBING, HVAC AND ELECTRICAL WORK. COORDINATE WORK WITH EACH DISCIPLINE. COORDINATE DEMOLITION WORK WITH REQUIREMENTS FOR NEW CONSTRUCTION OF
SLAB.
D-7.1 (Keynote. See Plan): REMOVE ENTIRE EXISTING CONCRETE SLAB IN THIS SPACE. COORDINATE DEMOLITION WORK WITH NEW PLUMBING WORK AND CONSTRUCTION OF NEW CONCRETE SLAB IN THIS
SPACE.
FLOOR FINISHES:
D-7.2 (General Note): DEMOLITION WORK SHALL INCLUDE REMOVAL OF EXISTING FLOOR FINISHES AND WALL BASE AS SHOWN ON PLAN. CONTRACTOR SHALL FIELD VERIFY TYPE OF EXISTING FLOORING TO BE REMOVED. AFTER REMOVAL OF EXISTING FLOORING CONTRACTOR SHALL PATCH EXISTING SLAB AD
REQUIRED FOR INSTALLATION OF NEW FLOORING.
WOODWORK & CASEWORK:
D-9.0 (General Note): DEMOLITION WORK SHALL INCLUDE REMOVAL OF EXISTING CASEWORK CABINETS, COUNTERS AND DISPLAY CASES AS SHOWN ON PLAN.
D-9.1 (Keynote. See Plan): REMOVE EXISTING CASEWORK (CABINETS & COUNTERS) AS SHOWN ON PLAN.
REPLACE WITH NEW. REFER TO MILLWORK ELEVATIONS.
PAINTING AND RE-PAINTING:
R10.0 NOTE: DEMOLITION WORK SHALL INCLUDE CLEANING & PATCHING OF EXISTING WALLS THAT ARE SUBJECT TO RE-PAINTING. PRIOR TO REPAINTING CONTRACTOR TO REMOVE FROM EXISTING SURFACE ALL NAILS, SCREWS, HOOKS,TAPE, GLUE, CAULK, AND LOOSE PAINT. PATCH ALL HOLES AND SMOOTH FOR NEW LIKE FINISH. REFER ALSO TO INTERIOR FINISH SCHEDULE, FLOOR PLANS, ELEVATIONS AND
DETAILS FOR INFORMATION ON PAINTING.
R11.1 (Keynote): PATCH AND REPAINT CEILING AFTER REPLACING LIGHT FIXTURES. REFER TO
ELECTRICAL DRAWINGS
PLUMBING FIXTURES:
D-16.0 (General Note): DEMOLIITON WORK SHALL INCLUDE REMOVAL OF EXISTING PLUMBING FIXTURES.
REFER TO PLUMBING DRAWINGS FOR INFORMATION.
D-16.1 Keynote : REMOVE EXISTING PLUMBING FIXTURES AND REPLACE WITH NEW. REFER TO PLUMBING
DRAWINGS
EXISTING FIELDHOUSE
EXISTING
METAL CANOPY
EXISTING
CONCESSION
EXISTING
CONCESSION
HOME ENTRANCE
VISITORS ENTRANCE
EXISTING
CANOPY TO
REMAIN
EXISTING
RESTROOMS
TO REMAIN. REPLACE
INTERIOR AND EXTERIOR
LIGHT FIXTURES ONLY
EXISTING TICKET BOOTHS
TO REMAIN. REMOVE TICKET
WINDOW AND BRICK UP OPENING.
BRICK TO MATCH EXISTING.
EXISTING FIELDHOUSE
BUILDING TO BE
DEMOLISHED
EXISTING METAL
CANOPY TO BE
DEMOLISHED
A102
A105
A404
A403
CHAIN LINKED FENCE TO BE
DEMOLISHED. REPLACE WITH
IRON FENCE.MATCH EXISTING
AT HOME ENTRANCE.
CHAIN LINKED FENCE TO BE
DEMOLISHED. REPLACE WITH
IRON FENCE.MATCH EXISTING
AT HOME ENTRANCE.
CHAIN LINKED FENCE TO BE
DEMOLISHED. REPLACE WITH
IRON FENCE.MATCH EXISTING.
CHAIN LINKED FENCE TO
BE DEMOLISHED.
REPLACE WITH IRON
FENCE.MATCH
EXISTING.
EXISTING
RESTROOMS
TO REMAIN. REPLACE
INTERIOR AND EXTERIOR
LIGHT FIXTURES ONLY
EXISTING
RESTROOMS
TO REMAIN. REPLACE
INTERIOR AND EXTERIOR
LIGHT FIXTURES ONLY
EXISTING
RESTROOMS
TO REMAIN. REPLACE
INTERIOR AND EXTERIOR
LIGHT FIXTURES ONLY
PRIME AND PAINT GRANDSTANDS.
CONTRACTOR TO LEAVE ALUMINUM
PLANKS AND PAINT AROUND HARDWARE.
EXISTING SCOREBOARD TO
REMAIN AND RECEIVE NEW
DECORATIVE FINISH
NEW VYNYL FENCING.
REFER TO CIVIL
DRAWINGS
NEW ALUMINUM
CANOPY AT VISITOR'S
ENTRANCE.
A406
R10.0D7.2
R10.0
D-1.0
D-1.0
D-16.1
D-16.1
D7.2 R11.1
R11.1
R11.1 R11.1 D-9.1
D-9.1
D-9.1
D-9.1
1'' EXISTING EXPANSION JOINT
1'' EXISTING EXPANSION JOINT
PRIME AND PAINT GRANDSTANDS.
CONTRACTOR TO LEAVE ALUMINUM
PLANKS AND PAINT AROUND HARDWARE.
A402
RESTROOMS
RESTROOMS
WOMEN
MEN
RESTROOMS
RESTROOMS
MEN
WOMEN
WOMEN
MEN
BASIS OF DESIGN: MOBILE MODULAR
TEMPORARY DOUBLE WIDE TRAILERS.
COORDINATE WITH MEP DRAWINGS.
MANUFACTURER TO PROVIDE STAIRS AND
RAMPS
BASIS OF DESIGN: MOBILE MODULAR
TEMPORARY DOUBLE WIDE TRAILERS.
COORDINATE WITH MEP DRAWINGS.
MANUFACTURER TO PROVIDE STAIRS
AND RAMPS
A404
A404
RCP RENO
PLAN
A404
MIRROR
A403
EXISTING TICKET BOOTHS
TO REMAIN. REMOVE TICKET
WINDOW AND BRICK UP
OPENING. BRICK TO MATCH
EXISTING.
NEW CHAIN-LINKED
FENCING.
REFER TO CIVIL
DRAWINGS
A403
A403
MIRROR
RCP RENO
PLAN
BASIS OF DESIGN: MOBILE MODULAR
TEMPORARY RESTROOM TRAILERS.
COORDINATE WITH MEP DRAWINGS.
MANUFACTURER TO PROVIDE STAIRS
AND RAMPS
BASIS OF DESIGN: MOBILE MODULAR
TEMPORARY RESTROOM TRAILERS.
COORDINATE WITH MEP DRAWINGS.
MANUFACTURER TO PROVIDE STAIRS AND
RAMPS
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
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
A101
DEMOLITION PLAN
1" = 30'-0"A101
1 DEMOLITION PLAN
R # Doc # Date
1 AD4 12-11-2024
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
STANDPIPE.
REFER TO
PLUMBING DWGS.
STANDPIPE.
REFER TO
PLUMBING
DWGS.
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
STANDPIPE. REFER
TO PLUMBING DWGS.
PROVIDE CANE
DETECTION RAIL.
STANDPIPE. REFER
TO PLUMBING DWGS.
PROVIDE CANE
DETECTION RAIL.
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
STANDPIPE. REFER
TO PLUMBING DWGS.
PROVIDE CANE
DETECTION RAIL.
STANDPIPE. REFER
TO PLUMBING DWGS.
PROVIDE CANE
DETECTION RAIL.
LOGO TO BE WATER-
JET CUT OR
PROVIDED BY
OWNER POST BID
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 12-02-2024
2 AD4 12-11-2024
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.
GENERAL NOTES
KEY PLAN:
LEGEND
EMERGENCY LIGTH FIXTURE
2' x 2' HVAC RETURN AIR GRILLE
EXIT LIGHT FIXTURE
2' X 4' RECESSED CEILING MOUNTED LIGHT FIXTURE
2' x 2' HVAC SUPPLY AIR GRILLE
CEILING MOUNTED UNIT HEATER
2' X 4' RECESSED CEILING MOUNTED EMERGENCY LIGHT FIXTURE
HVAC FAN COIL UNIT ON CEILING
2' X 2' ACOUSTICAL PANEL CEILING
NEW CONCRETE BLOCK WALLS
NEW WALLS. SEE WALL TYPE LEGENDXXX
10’ − 0"
ACT−2
9’ − 0"
ACT−2
9’ − 0"
ACT−2
9’ − 0"
ACT−2
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−2
8’ − 4"
ACT−1
9’ − 0"
ACT−2
9’ − 0"
ACT−2
10’ − 0"
ACT−1
8’ − 8"
GYP−2
8’ − 8"
GYP−2
9’ − 0"
ACT−2
8’ − 8"
GYP−2
8’ − 8"
GYP−2
PBG
XH1XH1XH1XH1XH1
X H
X
H
PBGPBGPBG
P B
G
P B
G
P B
G
1B
B
B
P B
G P
B G
P B
G
X H
X
H
PBGPBG
XH1XH1
P B
G P
B G
P B
G P
B G
2B2B
P B
G P
B G
PBG
2B 2B
P B
G P
B G
P B
G
2B
B
B
B
B
B
B
B
1B 1B
P B
G
2B
2SJ2
S
J
S
J
2SJ2
X H
X
H
X H
X
H
X H
PBG
P B
G
EXPOSED CEILING
9’ − 0"
ACT−2
XH
X H
XH XH
X H
X H
X H
X H
XHXHXH
X H
X H
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
11’ − 0"
ACT−1
9’ − 6"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
10’ − 0"
ACT−1
10’ − 0"
ACT−1
10’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−2
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−2
8’ − 8"
GYP−2
9’ − 0"
ACT−2
9’ − 0"
ACT−1
9’ − 0"
ACT−1
9’ − 0"
ACT−1
10’ − 0"
ACT−1
X H
X
H
XH1XH1XH1XH1XH1
X H
X
H
X H
X
H
PBG
PBG PBG
1BG 1BG
XH1XH1
P B
G P
B G
P B
G P
B G
P B
G P
B G
P B
G P
B G
P B
G P
B G
P B
G P
B G
1BG 1BG
P B
G P
B G
P B
G
EBG
EBG EBG
P B
G P
B G
P B
G P
B G
B
G B
G B
G
2B 2B
E B
G E
B G
B
G B
G B
G
P B
G P
B G
P B
G P
B G
PBGPBG
2B
B
B
B
B
P B
G P
B G
P B
G P
B G
P B
G
PBG PBG PBG
EBGEBG
2B
PBG
E B
G E
B G
P B
G
P B
G
X H
X
H
X H
P B
G P
B G
P B
G P
B G
PBG PBG PBG PBG
PBG
PBGPBG
PBG
E B
G
PBG PBG
PBG PBG
EXPOSED
CEILING
9’ − 0"
ACT−1
XH
X H
XH XH
X H
X H
XHXHXH
X H
X H
12’ − 0"
ACT−3
9’ − 0"
ACT−2
9’ − 0"
ACT−2
9’ − 0"
ACT−1
10’ − 0"
ACT−1
9’ − 0"
ACT−1
10’ − 0"
ACT−1
10’ − 0"
ACT−1
10’ − 0"
ACT−1
9’ − 0"
ACT−2
10’ − 0"
GYP−1
17' - 0" 1' - 6"
EQ EQ EQ EQ
07 42 17, METAL SOFFIT PANELS;
BREAK & JOIN LENGTHS EVENLY.
START AT THE BUILDING EDGE AND
WORK BACK.REFER TO 5/A504 FOR DETAILS
X H
X
H
XH1XH1XH1XH1XH1
X H
X
H
X H
X
H
EBG
1B1B1B
E B
G E
B G
E B
G E
B G
1B 1B 1B
XH1XH1
EBG
E B
G
2B 2B EBG
PBG PBG PBG
B
B
PBGPBG
2B
B
B
B
B
B
B
2B
P B
G P
B G
PBGPBGPBGPBGPBG
EBG
X H
X
H
X H
P B
G P
B G
E B
G E
B G
P B
G P
B G
2 HOUR RATED ENCLOSURE 2 TOP OF
SHAFT; COORD. LOCATION WITH SMOKE
DETECTOR. B.L. WILCOX JJM ENCLOSURE
24" X 24" X 11" OR EQUAL.PROVIDE MORTISE
LOCKTO MATCH OWNER KEYING SYSTEM
CEILING
FURRING
WALL
CEILING
FURRING
WALL
EXPOSED
CEILING
EXPOSED
CEILING
A504
X H
X H
XH XH XH
X H
X H
X H
X H
XH XH XH
ACOUSTICAL CEILING TILE TYPE LEGEND (ACT)
ACT−1 STANDARD ACOUSTICAL PANELS
ACT−2 MOISTURE RESISTANT ACOUSTICAL PANELS− GYPSUM SUBSTRATE
GENERAL NOTES TO RCP
1. REFER TO SPECIFICATION 09 51 13 FOR MORE INFORMATION. ACT # COORDINATES WITH ACT # IN
SPECIFICATION.
2. ALL SPRINKLER HEADS ARE TO BE CENTERED IN THE CEILING TILES, U.N.O.
3. ALL RECESS AND OR SURFACE MOUNTED FIXTURES SHALL BELOCATED CENTERED IN CEILING TILE, U.N.O.
LAP # CEILING TYPE
ACT−3 HIGH NRC ACOUSTICAL PANELS
HARD CEILING TYPE LEGEND
GYP−1 1/2" GYPSUM BOARD
GYP−2 5/8" GLASS MAT GYPSUM BOARD
GENERAL NOTES TO RCP
1. REFER TO SPECIFICATION 09 29 00 FOR LEVEL OF FINISH AND INSTALLATION PROCEDURES.
2. ALL RECESS AND OR SURFACE MOUNTED FIXTURES SHALL BELOCATED CENTERED IN CEILING , U.N.O.
3. DRYWALL CONTROL JOINTS IN CEILINGS ARE REQUIRED WITH SPACING AS NOTED IN THE
SPECIFICATIONS, U.N.O. REFER TO DRAWINGS FOR LOCATIONS AS WELL
4. PAINTED SURFACES ARE TO RECIEVE ONE PRIME COAT AND TWO FINISH COATS AS REQUIRED
FOR UNIFORM COVERAGE
LAP # CEILING TYPE COLOR/ FINISH
SATIN
EGGSHELL
GYP−3 FIRE RATED GYP. ASSEMBLY EGGSHELL
1BG - 1 HOUR FIRE RATED BARRIER (CMU + GWB)
1 HOUR FIRE-RATED CONCRETE BLOCK WALL UP TO FIRST COURSE (MIN. 8") ABOVE CEILING.
EXTEND WALL UP TO UNDERSIDE OF FLOOR OR ROOF DECK WITH 1 HOUR FIRE-RATED
DRYWALL PARTITION ( ONE LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD ON EACH SIDE OF
3 5/8" METAL STUDS @ 16" O.C.). SEE SPECS FOR METAL STUD REQUIREMENTS. FIRESTOP
TOP OF WALL TIGHT TO UNDERSIDE OF DECK. FIRESTOP BOTH SIDES OF WALL TIGHT
AROUND ALL WALL PENETRATIONS. (U.L. NO. U419 AND U906.) AT SHEER WALL LOCATIONS,
WALLS MAY BE TAKEN UP TO THE BOTTOM OF THE BEAM OR DECK AND THE GAP FILLED
WITH MINERAL WOOL INSULATION & SEALED ON BOTH SIDES. WALL IS TO BE REVISED TO A
"XH1", REFER TO STRUCTURE
- NON-RATED PARTITION (CMU)
NON-RATED CONCRETE BLOCK WALL UP TO FIRST COURSE (MIN. 8") ABOVE HIGHEST
ADJACENT CEILING UNLESS NOTED OTHERWISE ON DRAWINGS. WALL THICKNESS AS
INDICATED ON FLOOR PLAN.
PBG - SMOKE RESISTIVE PARTITION (CMU + GWB)
NON-RATED 8" CONCRETE BLOCK WALL UP TO FIRST COURSE (MIN. 8") ABOVE CEILING.
EXTEND WALL TO UNDERSIDE OF FLOOR OR ROOF DECK WITH NON-RATED DRYWALL
PARTITION ( ONE LAYER OF 1/2" STANDARD GYPSUM WALL BOARD ON ONE SIDE OF 3 5/8"
METAL STUDS @ 16" O.C.). SEE SPECS FOR METAL STUD REQUIREMENTS. SEAL TOP OF WALL
TIGHT TO UNDERSIDE OF DECK. SEAL BOTH SIDES OF WALL TIGHT AROUND ALL WALL
PENETRATIONS WITH SMOKE RESISTIVE MATERIALS. AT SHEER WALL LOCATIONS, WALLS
MAY BE TAKEN UP TO THE BOTTOM OF THE BEAM OR DECK AND THE GAP FILLED WITH
MINERAL WOOL INSULATION & SEALED. WALL IS TO BE REVISED TO A "XHP", REFER TO
STRUCTURE
- LEGEND TO WALL TYPES AND WALL RATING PROVIDES SPECIFIC INFORMATION ON TYPE OF
CONSTRUCTION OF INTERIOR WALLS AS INDICATED ON REFLECTED CEILING PLAN
- COORDINATE WALL INFORMATION SHOWN ON REFLECTED CEILING PLANS WITH INFORMATION
SHOWN ON FLOOR PLANS & STRUCTURAL DRAWINGS.
- REFER TO FLOOR PLANS FOR INFORMATION ON WALL DETAILS, WALL SECTIONS, DOORS,
WINDOWS, AND SPECIALTIES AND EQUIPMENT MOUNTED IN WALLS.
- REFER TO ENLARGED PLANS ON DRAWING A401 FOR ADDITIONAL WALL INFORMATION AND
DIMENSIONS.
- REFER TO STRUCTURAL DRAWINGS FOR ALL SHEAR WALL LOCATIONS AND MASONRY TOP OUTS.
ARCHITECTURAL DRAWINGS ARE NOTED FOR RATING PURPOSES WHICH ARE TO BE MAINTAINED.
- C.M. IS RESPONSIBLE AND REQUIRED TO COORDINATE WALL TOP OUTS WITH STRUCTURAL
DRAWINGS FOR ALL SHEAR WALL LOCATIONS
- REFER TO DRAWING A701 FOR TYPICAL FIRESTOPPING DETAILS.
- REFER TO DRAWING A702 & A703 FOR TYPICAL U.L. DESIGN DETAILS.
1B - 1 HOUR FIRE RATED BARRIER (CMU)
1 HOUR FIRE- RATED CONCRETE BLOCK WALL UP TO UNDERSIDE OF FLOOR OR ROOF
DECK. WALL THICKNESS AS INDICATED ON FLOOR PLAN. FIRESTOP TOP OF WALL TIGHT
TO UNDERSIDE OF DECK. FIRESTOP TIGHT AROUND ALL WALL PENETRATIONS ON BOTH
SIDES OF WALL .
(U.L. DESIGN NO. U419 AND U906.).
2B - 2 HOUR FIRE RATED BARRIER (CMU)
2 HOUR FIRE- RATED 8" CONCRETE BLOCK WALL UP TO UNDERSIDE OF FLOOR OR ROOF
DECK. WALL THICKNESS AS INDICATED ON FLOOR PLANS. FIRESTOP TOP OF WALL TIGHT
TO UNDERSIDE OF DECK. FIRESTOP BOTH SIDES OF WALL TIGHT AROUND ALL WALL
PENETRATIONS. (U.L. DESIGN NO. U419 AND U906.)
EBG - NON-RATED ENVIROMENTAL PARTITION (CMU + GWB)
NON-RATED 8" CONCRETE BLOCK WALL UP TO FIRST COURSE (MIN. 8") ABOVE CEILING. EXTEND
WALL TO UNDERSIDE OF FLOOR OR ROOF DECK WITH NON-RATED DRYWALL PARTITION ( ONE
LAYER OF 1/2" STANDARD GYPSUM WALL BOARD ON ONE SIDE OF 3 5/8" METAL STUDS @ 16"
O.C.). SEE SPECS FOR METAL STUD REQUIREMENTS. FILL BLOCK CELLS WITH GROUT. SEAL
TOP OF WALL TIGHT TO UNDERSIDE OF DECK. SEAL BOTH SIDES OF WALL TIGHT AROUND ALL
WALL PENETRATIONS. AT SHEER WALL LOCATIONS, WALLS MAY BE TAKEN UP TO THE
BOTTOM OF THE BEAM OR DECK AND THE GAP FILLED WITH MINERAL WOOL INSULATION &
SEALED. WALL IS TO BE REVISED TO A "EB", REFER TO STRUCTURE
EB - NON-RATED ENVIROMENTAL PARTITION (CMU)
NON-RATED CONCRETE BLOCK WALL UP TO UNDERSIDE OF FLOOR OR ROOF DECK. FILL ALL
BLOCK CELLS WITH GROUT. SEAL TOP OF WALL TIGHT TO UNDERSIDE OF DECK. SEAL BOTH
SIDES OF WALL TIGHT AROUND ALL WALL PENETRATIONS. WALL THICKNESS AS INDICATED
ON FLOOR PLAN.
NON-RATED ENVIROMENTAL PARTITIONS
NON-RATED PARTITIONS
SMOKE RESISTIVE PARTITIONS
1 HOUR FIRE BARRIERS
2 HOUR FIRE BARRIERS
LEGEND TO WALL TYPES & WALL RATING:
XH1 - 1 HOUR FIRE RATED STRUCTURAL WALL (SHEER WALL)
1 HOUR FIRE- RATED CONCRETE BLOCK WALL UP TO UNDERSIDE OF FLOOR DECK
OR ROOF DECK OR BEAM. FIRESTOP TOP OF WALL TIGHT TO UNDERSIDE OF DECK
OR BEAM. FIRESTOP BOTH SIDES OF WALL TIGHT AROUND ALL WALL
PENETRATIONS. U.L. DESIGN NO. U419 AND U906. SEE STRUCTURE FOR FURTHER
DETAILS.
XHP - SMOKE RESISTIVE STRUCTURAL WALL (SHEER WALL)
NON-RATED CONCRETE BLOCK WALL UP TO UNDERSIDE OF FLOOR DECK OR
ROOF DECK OR BEAM. SMOKE SEAL TOP OF WALL TIGHT TO UNDERSIDE OF
DECK. SMOKE SEAL BOTH SIDES OF WALL TIGHT AROUND ALL WALL
PENETRATIONS. SEE STRUCTURE FOR FURTHER DETAILS.
STRUCTURAL SHEER WALLS
XH - NON-RATED STRUCTURAL WALL (SHEER WALL)
NON-RATED CONCRETE BLOCK WALL UP TO UNDERSIDE OF FLOOR DECK OR
ROOF DECK OR BEAM. SEE STRUCTURE FOR FURTHER DETAILS.
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
A103
RCP - FIELHOUSE
SCALE: = 1'-0"
0 8 168
1/8"
1/8" = 1'-0"A103
1 RCP - LEVEL 01
1/8" = 1'-0"A103
2 RCP - LEVEL 02
1/8" = 1'-0"A103
3 RCP - LEVEL 03
R # Doc # Date
1 AD4 12-11-2024
GENERAL NOTES
KEY PLAN:
LEGEND
MECHANICAL ROOF VENT.
MOUNTED ON ROOF CURB
ROOF - TOP MOUNTED UNIT MOUNTED ON ROOF
CURB. SEE ROOF PLAN FOR MORE INFO.
PLUMBING ROOF VENT.
MECHANICAL EXHAUST FAN.
MOUNTED ON ROOF CURB.
1. INSTALL GUTTER EXPANSION JOINTS AT MAX. 40' . INSTALL GUTTER SPLICE JOINTS AT MID-POINT BEWTEEN EXPANSION JOINTS, AND AT MAX. 40'. PROVIDE MIN. 20' LONG SECTIONS OF GUTTER
WITHOUT JOINTS.
2. COORDINATE WITH MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ALL ROOF
PENETRATIONS.
3. COORDINATE WITH CIVIL FOR TYPE OF DISCHARGE AT EACH DOWNSPOUT.
4"X 6" DOWNSPOUT PIPED AWAYDP
PV
HVAC
PLUMBING GAS FLUGF
MRV
MEF
ROOF ACCESS
HATCH.
SEE DETAIL
2/A505
BASIS OF DESIGN : ROOFSCREEN
ROOF SCREEN SC3 FRAME
SYSTEM WITH STANDARD
TRIM AND HORIZONTAL ALUMINUM
ANGLED LOUVER INFILL PANELS. ARCHITECT IS
TO SELECT FROM MANUFACTURER'S
STANDARD COLORS POST BID.
MANUFACTURER IS SUBMIT SHOP DRAWINGS,
PRODUCT DATA AND ALL ASSOCIATED
SUBMITTAL DOCUMENTS FOR REVIEW AND APPROVAL.
G.C. IS TO COORDINATE ALL FINAL LOCATIONS OF
SUPPORTS AND PROVIDE/VERIFY ALL REQUIRED
DIMENSIONS PRIOR TO FABRICATION
07 54 23, ROOF WALKING PADS
2'
2' - 0"
1/4" / 1'-0"
1/4" / 1'-0"
Ax01 Ax02 Ax03 Ax04 Ax05 Ax06 Ax07
Ay09
Ay08
Ay07
Ay06
Ay05
Ay04
Ay03
Ay02
Ay01 D.P.
D.P.
D.P.
D.P.
1'
3'
5'
2' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 1' - 6"
6' - 5"
1'
1'
6' - 3"
8'
3'
3'
4'
5'
5'
6'
8' - 3" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 1' - 6"
2' - 0" 1' - 6"
HOLD
3' - 6"
1' - 6" 3' - 7"
5' - 1"
1'
3'
"5'
FRAME LAYOUT IS SUGGESTIVE
TO ALLOW FOR ROOF PENETRATIONS/
SUPPORTS TO ALIGN WITH STRUCTURAL STEEL
MEMBERS BELOW. MANUFACTURER IS TO
PROVIDE A DELEGATED DESIGN AND ENGINEERED
SYSTEM
SEE SHEET A504 FOR DETAILS
FRAME DEPTH IS TO BE SHALLOWER
ON EAST SIDE OF THE ROOF TO MAINTAIN
EQUIPMENT CLEARANCES
49' - 9"
PROVIDE A 4'-0" WIDE
GATE FOR ROOF ACCESS
SLOPED ROOF STRUCTURE
SLOPED ROOF STRUCTURE
A503
ROOF IS SHOWN TRANSPARENT
TO ALLOW FOR ROOF STRUCTURE
TO BE SEEN AND COORDINATION WITH
STEEL AND SCREEN WALL
1/4" / 1'-0"
SLOPED ROOF STRUCTURE
11' - 9''. 15' - 0''.
DASHED LINES
INDICATES BEAMS
LOCATION BELOW
TO ATTACH ROOF
EQUIPMENT TO.
A503
Ay09
Ay08
Ay07
Ay06
Ay05
Ay04
Ay03
Ay02
Ay01
EQ EQ
07 71 00, METAL COPING
GLASS GUARDRAIL SYSTEM
07 54 23, TAPERED INSULATION
CRICKET TYP. SLOPE @ 1/4" :
1'-0" TO MAIN ROOF DRAINS
PRIMARY ROOF DRAIN TIED TO
STORM SYSTEM
OVERFLOW ROOF DRAIN TAKEN
DOWN TO GROUND FLOOR
07 54 23, SLOPE TERRACE INSULATION TOWARDS
DRAINS. ROOF SHOWN AS TRANSPARENT FOR
DRAIN AND STEEL COORDINATION PURPOSES
STRUCTURAL FRAMING SHOWN
BELOW
A503
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
A104
ROOF PLAN - FIELDHOUSE
SCALE: = 1'-0"
0 8 168
1/8"
1/4" = 1'-0"A104
1 ROOF PLAN
1/4" = 1'-0"A104
2 TERRACE ENLARGED PLAN
R # Doc # Date
A202
A2023
A202
A202 4
A301
A301
2270 SF
STORAGE
59' - 1"
4"
4"
1' - 2" 5' - 6" 6' - 4" 11' - 7" 10' - 0" 23' - 4" 1' - 2"
4"
6'
2'
4"
"6
A301
A301
400A 400B
400C
10" 4" 17' - 8" 21' - 5" 17' - 8" 4" 10"
A506
A602
D.S. D.S. D.S.
Bx04Bx03Bx02Bx01
By01
By02
By03
A506
A602
XH
12’ − 0"
ACT−2
X H
X H
XHXH
X H
X H
XH
/4
/4
07 71 00,GUTTER
10 73 10, ALUMINUM
OVERHEAD
CANOPY
10 73 10, ALUMINUM
OVERHEAD
CANOPY
DPDP DP
18' - 0" 21' - 5" 18' - 0"
Bx04Bx03Bx02Bx01
By01
By02
By03
10'-0'' W X 5'-0'' D
10'-0'' W X 5'-0'' D
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.
HM-x
DOOR NUMBER. REFER TO DOOR
FRAME & DOOR SCHEDULE FOR
INFORMATION ON DOORS.
HOLLOW METAL WINDOW NUMBER.
REFER TO DRAWING A606 FOR
WINDOW ELEVATIONS.
XXXa
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.
FLOOR PLAN NOTES
KEY PLAN:
LEGEND
1 HOUR FIRE RATED WALL
2 HOUR FIRE RATED WALL
SMOKE PARTITION WALL
UNRATED WALL
ENVIRONMENTAL PARTITION WALL
RCP NOTES
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.
5. REFER TO MECHANICAL DRAWINGS FOR LOCATION AND OPENING REQUIREMENTS FOR ALL THRU-WALL
AND WALL-HUNG HEAT PUMPS. SEE ALSO DETAILS ON DRAWING A501.
LEGEND
EMERGENCY LIGTH FIXTURE
2' X 4' RECESSED CEILING
MOUNTED LIGHT FIXTURE
2' X 4' RECESSED CEILING MOUNTED
EMERGENCY LIGHT FIXTURE
2' X 2' ACOUSTICAL PANEL CEILING
NEW CONCRETE BLOCK WALLS
NEW WALLS. SEE WALL
TYPE LEGEND
XXX
ROOF NOTES
LEGEND
MECHANICAL ROOF VENT.
MOUNTED ON ROOF CURB
ROOF - TOP MOUNTED UNIT MOUNTED ON ROOF
CURB OR PIPE STANDS. SEE ROOF PLAN FOR
MORE INFO.
PLUMBING ROOF VENT.
MECHANICAL EXHAUST FAN.
MOUNTED ON ROOF CURB.
1. INSTALL GUTTER EXPANSION JOINTS AT MAX. 40' . INSTALL GUTTER SPLICE JOINTS AT MID-POINT BEWTEEN EXPANSION JOINTS, AND AT MAX. 40'. PROVIDE MIN. 20' LONG SECTIONS OF GUTTER WITHOUT
JOINTS.
2. COORDINATE WITH MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ALL ROOF PENETRATIONS.
3. COORDINATE WITH CIVIL FOR TYPE OF DISCHARGE AT EACH DOWNSPOUT.
4"X 6" DOWNSPOUT PIPED AWAYDP
PV
HVAC
PLUMBING GAS FLUGF
MRV
MEF
2' x 2' HVAC RETURN AIR GRILLE
EXIT LIGHT FIXTURE
2' x 2' HVAC SUPPLY AIR GRILLE
CEILING MOUNTED UNIT HEATER
HVAC FAN COIL UNIT ON CEILING
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
A105
NEW FLOOR PLAN - STORAGE BUILDING
SCALE: = 1'-0"
0 8 168
1/8"
1/8" = 1'-0"A105
1 FLOOR PLAN - LEVEL 01
1/8" = 1'-0"A105
2 RCP - LEVEL 01 GROSS AREA - STORAGE
Level Area
FH - LEVEL 1 2501 SF
2501 SF
1/8" = 1'-0"A105
3 ROOF PLAN
R # Doc # Date
FH - LEVEL 1
0"
FH - LEVEL 2
15' - 4"
FH - LEVEL 3
30' - 8"
FH - ROOF
46' - 0"
T.O.S
15' - 4"
AED DEFIBRULATOR IN OUTDOOR
RATED CABINET WITH HASP FOR LOCK
4'
BR-1 MP-1 SG-1
T O
B O
T T
O M
O F
S
IG
N A
G E
EIFS-1
BR-2
BR-2
10 14 19, 12'' DIMENSIONAL
CHARACTERS
8' - 0"
10 14 19, 12'' DIMENSIONAL
CHARACTERS
10 14 19, 18'' DIMENSIONAL CHARACTERS ON
CONCEALED FASTENERS, CENTERED ON
METAL WALL PANEL
10 14 19, 18'' DIMENSIONAL CHARACTERS
ON CONCEALED FASTENERS, CENTERED
ON METAL WALL PANEL
4'
4'
T O
B O
T T
O M
F S
IG
N
A G
E
T O
B O
T T
S
IG
N
A G
E
T O
T O
P
C A
B
IN
E T
17' - 10"
41' - 2"
MC-1
LI
G
H T
IN
G
F
IX
T U
R E
LI
G
H T
IN
G
F
IX
T U
R E
(2) NON-FREEZE
DRINKING FOUNTAINS
LEVEL 01
0"
LEVEL 02
12' - 0"
FH - LEVEL 1
0"
FH - LEVEL 2
15' - 4"
FH - LEVEL 3
30' - 8"
FH - ROOF
46' - 0"
T.O.S
15' - 4"
ROOF EQUIPMENT SCREEN.
REFER TO ROOF PLAN
BR-1
EIFS-1
BR-2
DS-1
MP-1
BR-2
6'
6'
6'
17' - 10" 17' - 10"
10 14 19, 3 COLOR 10' DIAMETER
ALUM. PAN SIGN W/ 3'' RETURNS
AND CONCEALED FASTENERS
LI
G
H T
IN
G
F
IX
T U
R E
LI
G
H T
IN
G
F
IX
T U
R E
3' - 2" 3' - 2"
LEVEL 01
0"
LEVEL 02
12' - 0"
FH - LEVEL 1
0"
FH - LEVEL 2
15' - 4"
FH - LEVEL 3
30' - 8"
FH - ROOF
46' - 0"
T.O.S
15' - 4"
ROOF EQUIPMENT SCREEN.
REFER TO ROOF PLAN
BR-1
EIFS-1
BR-1
BR-2
BR-2
BR-2
6'
10 14 19, 12'' DIMENSIONAL
CHARACTERS
4'
MP-1
T O
B O
T T
S
IG
N
A G
E
MC-1
MP-1
1/4" / 1'-0" 1/4" / 1'-0"
LI
G
H T
IN
G
F
IX
T U
R E
LI
G
H T
IN
G
F
IX
T U
R E
4' - 0''. 6' - 9''.
FH - LEVEL 1
0"
FH - LEVEL 2
15' - 4"
FH - LEVEL 3
30' - 8"
FH - ROOF
46' - 0"
ROOF EQUIPMENT SCREEN.
REFER TO ROOF PLAN
BR-1
BR-2
BR-2
EIFS-1
10 73 10, ALUM CANOPY
(10'-0'' W X 5'-0'' D)
8'
4'
10 14 19, 12'' DIMENSIONAL
CHARACTERS
MC-1
MP-1
T O
B O
T T
S
IG
N
A G
E13
LI
G
H T
IN
G
F
IX
T U
R E
3' - 2''.5' - 0''.
1/4" / 1'-0"
1/4" / 1'-0"
KEY PLAN:
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
A201
BUILDING ELEVATIONS - FIELDHOUSE
SCALE: = 1'-0"
0 8 168
1/8"
1/8" = 1'-0"A201
1 EAST ELEVATION
1/8" = 1'-0"A201
2 WEST ELEVATION
1/8" = 1'-0"A201
3 SOUTH ELEVATION
1/8" = 1'-0"A201
4 NORTH ELEVATION
EXTERIOR FINISHES
TAG DESCRIPTION MANUFACTURER COLOR/FINISH
DIVISION 04
BR-1 BRICK VENEER - TYPE 1 TBD MATCH EXISTING
BR-2 BRICK VENEER - TYPE 2 TBD BUFF FINISH
DIVISION 05
MP-1 METAL PANEL TBD BLACK
R-1 STEEL RAILING TBD BLACK
DIVISION 07
DS-1 DOWNSPOUT TBD BLACK
EIFS-1 EIFS TBD MATCH EXISTING
GT-1 GUTTER TBD BLACK
LV-1 LOUVER TBD BLACK
MC-1 METAL COPING TBD BLACK
DIVISION 08
GL-1 GLAZING TBD CLEAR
DIVISION 10
AC-1 ALUMINUM CANOPY TBD BLACK
SG-1 DIMENSIONAL LETTERS TBD BLACK
SG-2 ALUMINUM PANEL SIGNAGE TBD
R # Doc # Date
FH - LEVEL 1
0"
FH - LEVEL 2
15' - 4"
FH - LEVEL 3
30' - 8"
FH - ROOF
46' - 0"
1073 SF
VISITORS
LOCKERS
1630 SF
HOSPITALITY
SUITE
A506
1'
A602
A508
/4
A602
1'
5'
9'
8'
D O
O R
7'
A502
A504
A503
1' - 4"
03 30 00.D, VAPOR BARRIER
C E
IL
IN
G H
E
IG
H T
03 30 00.C, WELDED WIRE FABRIC
03 30 00.A, CONCRETE SLAB
03 30 00.A, DROP 1/4''
SLOPE TO DRAIN
04 20 00.B, 8'' CMU
07 21 00.G, SPRAY FOAM INSULATION 1 1/2'' MIN
04 20 00.B, A, BRICK MASONRY
10 14 19, DIMENSIONAL
LETTER SIGNAGE
09 51 13, MOISTURE
RESISTANT CEILING
09 51 13, ACOUSTICAL
PANEL CEILINGS
07 24 13, EIFS 1'' MIN.
S C
R E
E N
W A
LL
6'
07 71 00.A, METAL COPING
09 22 16, 8" METAL STUDS
06 16 00.C, 5/8" EXT. GYP. SHEATHINGROOF DRAIN.REFER TO
PLUMBING
07 32 16, PEDESTAL PAVER
07 42 13.23, METAL WALL PANEL
6' - 0"
BOARD OF EDUCATION:
XXXXXX XXXXXX, CHAIRMAN
XXXXXX XXXXXX, VICE-CHAIRMAN
XXXXXX XXXXXX
XXXXXX XXXXXX
XXXXXX XXXXXX
XXXXXX XXXXXX
XXXXXX XXXXXX
XX XXXXXX XXXXXX, SUPERINTENDENT
ARCHITECT:
CONTRACTOR:
XXXXXX XXXXXX
CONSTRUCTION COMPANY
XXXXXX, GA
"YOUR S.P.L.O.S.T. DOLLARS AT WORK"
CLAYTON COUNTY PUBLIC SCHOOLS
NEW TARA
STADIUM FIELDHOUSE
1/2" EXTERIOR GRADE
DURAPLY PLYWOOD
PRIMED & PAINTED W/
2 COATS GLOSS WHITE
ENAMEL ON BOTH SIDES
BLACK LETTERS
CONTRACTOR SHALL
VERIFY ALL COPY PRIOR
TO CONSTRUCTION. ALL
LETTERING TO BE NAVY
BLUE UNLESS NOTED
OTHERWISE.
4" X 4" P.T. POST
GROUND LINE
BRIGHT RED LETTERS
8' - 0"
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
12" 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
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
A302
WALL SECTIONS - FIELDHOUSE
3/4" = 1'-0"A302
2 WALL SECTION
R # Doc # Date
1 AD4 12-11-2024
1" = 1'-0"A302
1 X - DETAIL - JOB SIGNS
42 SF
ICE
MACHINE
50 SF
SHR
178 SF
RR
HOME
LOCKERS
5'
6" 2'
0" 6"
2'
0"
6"
2'
1"
8" 8" 4" 5' - 6" 6" 6' - 0" 4" 8" 8" 6' - 0" 8"
22' - 0"
8"
0" 8"
8" 7'
8"
1'
4" 3'
8"
3'
112A
113A
103A
112B
112C
112D
8" 6' - 4" 8" 5' - 0" 8" 4' - 0" 3' - 0" 4" 8"
7'
8" 5'
2'
1' - 0"
4'
3'
3'
1'
10 28 00.E
10 28 00.E&K
10 28 00.M
1'
A507
187 SF
RR
8"6' - 8"8"6' - 8"8"6' - 0"8"10' - 2"
4"
8"
33' - 2"
8" 5'
6"
2'
0"
6" 2'
0" 6"
2'
1"
8"
8"7' - 0"4"1' - 0"4"5' - 6"6"6' - 0"4"8"8"10' - 2"
33' - 2"
0"
116A
115A
115D
115C
115B
77 SF
SHR
97 SF
RISER
ROOM
53 SF
TOILET
52 SF
J.C.
8" 7'
8"
7'
8" 8"
4" 1'
2' - 8"
4'
3'
3'
1'
1'
4'
1'
10 28 00.E
10 28 00.E
7' - 2"3' - 0"4"8"
8" 9'
8"
1'
4" 3'
8"
3'
8"
10 28 00.E & K
10 28 00.M
A507
1'
4'
3'
1"
10 28 00.L 115E
111 SF
OFFICE
145 SF
OFFICE
43 SF
CLOSET
51 SF
TOILET
51 SF
TOILET
52 SF
CLOSET
64 SF
TOILET
251 SF
EXECUTIVE
OFFICE
219A
221A 220A
218A
231A
216A 210A
211A
8" 6'
0" 8"
7'
4" 2'
33' - 6" 9' - 2"
11' - 4" 8" 1' - 0" 4" 13' - 7" 8" 5' - 3" 8" 8" 4" 2' - 10" 4" 3' - 0" 4"1' - 0" 8"
8" 7'
8"
9'
0"
5' - 10" 8" 2' - 1" 7' - 11" 8" 7' - 0" 4" 1' - 0" 4" 7' - 0" 8" 7' - 4" 8"
1'
4'
1'
1'
4'
1'
4" 1'
41' - 6"
8"
10 28 00.E - GRAB
BARS
10 28 00.E - GRAB
BARS
8" 7'
8"
9'
0"
10 28 00.B - SOAP
DISPENSER -
N.I.C.
10 28 00.E - GRAB
BARS
10 28…
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