Project Information

Bid Title

Amendment 1 Weight Rooms Equipment Install HC-03-31-26A

Issuing Agency

Columbia County School District

Location

Georgia

Published Date

Mar 16, 2026

Closing Date

Mar 31, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

Amendment 1 Weight Rooms Equipment Install HC-03-31-26A

Attachment Preview

Columbia County School District

PURCHASING DEPARTMENT

4781 Hereford farm Road, Evans, GA 30809

Tele: (706) 541-2723 ext. 5108 Fax: (706) 855-3843 Email: Hudson.Chandler@ccboe.net

Amendment 1

WEIGHT ROOM EQUIPMENT INSTALL

NO. HC-03-31-26A

Sealed bids will be accepted at the office of Mr. Hudson E. Chandler, Purchasing Supervisor,

Columbia County School District, Business Department, 4781 Hereford Farm Road, Evans, GA

30809 no-later-than DUE DATE March 31, 2026 @ 2:00 P.M.

Any bid received later than the specified date and time, whether delivered in person or

mailed, may be disqualified.

The CCSD reserves the right to reject any or all bids and to accept any bid deemed most

advantageous to the Columbia County School District and to waive any informalities in bidding.

Hudson E. Chandler

Purchasing Supervisor

Columbia County School District

Weight Room Equipment Install

Bid Amendment 1, Request HC-03-31-26A

Responses to questions.

1)Do you have a CAD file or rendering of the rooms with the dimensions? Included

2) Is the equipment listed for each school or is the total on the equipment both schools (for example 5 racks will

go to Evans and 5 to Lakeside?) or 10 benches for each school or is it 20 per school? For example, item #3

quantity 20 – landmine is for one school. Please provide the price for one set of quantity 20 landmine. The

description of quantity 20 landmine is for one school. Installation total is two schools.

3) will both schools be ready for install at the same time or do they have different time frames? As early in the

summer as possible

4) can I submit more than 1 Proposal? yes

5) Can I deliver quotes in person? yes

6) can you provide school logos for customization? Logos can be found on school websites and some have

been included.

https://evanshs.ccboe.net/

https://lakesidehs.ccboe.net/

7) Line item #1 . What gauge of steel is being specked? 12 gauge.

8) line # 11-15 . Are these plates going to have logos or no logos? yes

9) Line item 18 > are these the soft med ball styles or the old school hard med balls or some other type? I would

assume the soft med ball style . soft

10) line item # 20 - Are these hex dumbbells? not specified

11) line item 19 - can I substitute (2) 4 tier med ball / kettle bell rack for (4 ) two tier racks? As long as it holds

the materials, please note alternate

12) line item # 20 - Can i substitute a 25lb pair of lifting Chains or a 40 lb instead of 28lb? yes, clearly label all

changes that very from original specifications

First is there current equipment that needs to be removed or moved from the room? If so are they

willing to remove and move on their own or would the installers need to include that as well?

Room will be empty

1. When can customer receive? (you do not want equipment showing up before school can receive

or before room is done) –We do not want the equipment being delivered with no one to unload,

place in designated locations and assemble. The equipment is to be set up in the room. As

early in the summer as possible

2. Is room ground level? – Yes

3. Does room have double door access? – Yes

4. Is room close to a parking lot? – Yes

5. Are there any stairs leading to room indoor or outdoor? – No. There is a curb.

If room is not ground level is there an elevator? What is the size/ weight limit? Yes, it is ground level.

1. Can you clarify any details regarding the rack specification desired? We have multiple options and would

like to align our specs with the expectations of the school.

1. 3’’x3’’ 11 gauge tube with 1’’holes/hardware vs. 4’’x3’’-5’’x3.5’’ wrap 7 gauge with ?’’

hardware Didnt know there was a difference. The 4 companies I talked to said everyone uses the

same

2. Double storage post or single storage post preferred?

3. Height of rack preferred (8’, 8.5’, 9’) Didnt know there was a difference. The 4 companies I talked to

said everyone uses the same

2

Columbia County School District

Weight Room Equipment Install

Bid Amendment 1, Request HC-03-31-26A

4. Extended base or short base (will these units be bolted down and if so, do you want the installation

team to account for doing this?) These will not be bolted down

2. Due to our many variations and options for product, are we able to submit multiple bid options to showcase

the variety of range and options for product? Yes, just make sure the item # the options reference are clearly

labeled.

3. Is there a layout that this request is based on that can be provided to assist with quoting the appropriate

racks and storage units? Room is 64x64 square will have 5 double racks down one side 5 double racks

down the other

4. Is there an estimated date/timeline for the installs? As early in the summer as possible

5. Specifications for type of Dumbbell requested? No. Have got some for hex or just round. Whichever is

cost effective

6. Are you looking for any attachments for the bridge rack connectors or just the holes for future options for

attachments? Holes for future options

7. Do you have a description of preferred color schemes and logos to be used on product? Logos for the first

two schools attached

1. What products will the custom logos be applied to, and where on each product will the logo be placed?

Logos on the racks, the benches and plates if possible

2. Please provide the logo in vector file format. Logos attached. Not in a vector file. Will have to get those but

logos attached for colors

3. What is the required delivery date for each school? As early in the summer as possible

4. Additionally, can we revise the pricing document to include both the unit price and the extended price so

the total cost for all quantities is clearly shown? Yes that will work fine

For example, item #3 quantity 20 – landmine is for one school. Please provide the price for one set of

quantity 20 landmine. The description of quantity 20 landmine is for one school. Installation total is

two schools.

Are both weight rooms on the first floor?

Yes

Is there a single or double door for entry to the weight room (3' or 6')

Double door

Is a layout of the rooms available, or dimensions of the rooms?

Drawings included

Is existing equipment being removed or is this new construction?

Rooms will be empty

Vendors are to clearly state estimated delivery based on days after award

3

E

D

C

B

A

AREA K

AREA J

2" EXP. JOINT W/ COVER PLATE; FILL

GAP W/ 2-HOUR FIRE RATED

COMPRESSED JOINT FILLER UL #2079

8M7N

12M0N

8M0N

4'-8"

7201.4

1'-4"

9'-4"

3'-4"

A1

_____________________________________________________________

A-420 _____

8M5N

5'-2"

2'-4"

12'-2"

3

7209A

4M7N

2'-4" 5'-4"

B3 A-717 B1

9'-4"

COACH

7210

4

7210

8M5N

ARCHITECTURAL JOINT

SYSTEM COVER PLATE

AT WALLS AND CEILING, TYP.

A1

_____________________

A-392

4

2" EXP. JOINT W/ COVER PLATE; FILL

GAP W/ 2-HOUR FIRE RATED

COMPRESSED JOINT FILLER UL #2079

A3

_____________________________________________________________

A-504 _____

5

2'-0"

2" EXP. JT.

W/ COVER PLATE

AT 2 HR. FIRE WALL(S)

12" ALUM.HEAVY DUTY

THRESHOLD EXP. JOINT

COVER AT FLOOR

iSF25

8M5N

7200C

1'-4"

6

VEST.

6360

7200D

10'-4"

1

SF 14

W 1.1

A2

_____________________

A-392

AREA K

A1

_____________________________________________________________

A-401 _____

AREA J

8M7N

CORRIDOR

7200

1'-4"

1'-4"

8M0N

8M7N

7'-4"

7209B

7208A

12M0N

7302A

UP

29'-4"

12M1N

STAIR

7208

7208B

W 1.1

3

_____________________

A-385

8M9N

10'-0"AFF

1'-4"

1'-4"

VISTOR MEN'S LOCKER

1'-8"

12'-0"

3'-4"

7209

8M7N

4M7N

15'-3"

8M7N

7'-3"

10'-1"

22.3

8M5N

8M7N

5'-4"

HM2

8M5N

JAN

7301

7301

C

C

1

7211

6M5N

COACH

7211

22.3

8M5N

9'-4"

7'-3"

8'-1"

2'-4"

8M7N

8M7N

HM2

8M7N

WEIGHT ROOM

7302

WALL MOUNTED

SCOREBOARD

7212A

7'-8"

VISTOR WOMEN'S LOCKER

7212

17'-0"

CORRIDOR

7300

7212B

12M0N

SIM

C5

_____________________________________________________________

A-502 _____

2'-8"

2'-0"

SF6

8M5N

2'-0"

HOME BOYS LOCKER

7213

A5

_____________________________________________________________

A-419 _____

7213

7'-8"

2'-4"

26.4

8M5N

8M7N COACH

7214

9'-4"

A4

_____________________

A-383

7214

8M5N

7'-8"

5'-4"

8M5N

7213.1A

JAN. / STOR.

22.1

7213.1

8M5N

14'-8"

2'-0"

8M7N

8M7N

10'-0"

8M7N

22.3

8M5N

8M0N

22.1

8M0N

A5

_____________________

A-383

C1 A-707 D1

7302B

7304A

12M0N

HM2

4

7215

COACH

7215

6M5N

22.3

9'-4"

6'-0"

9'-5"

4'-0 1/8"

3

A3 A-717 A1

2'-8"

8M7N

HM2

8M7N

8M7N

8M7N

2'-0"

7216

8M7N

A6

_____________________

A-396

4

11'-6 3/8"

7'-8"

HOME GIRLS LOCKER

7216

12M0N

5'-2"

7201.2

12M5N

12'-2"

17'-4"

2'-0"

3

8M7N

SF20 1

7217A

8M5N

STAIR

7217

UP

32'-0"

2'-0"

8M7N

1 12M0N

SF18

7304B

4'-0"

10'-4 3/8"

A1

_____________________________________________________________

A-505 _____

SF6

7217B

12M5N

D1

_____________________

A-302

MULTIPURPOSE ROOM

7304

W 1.1

1'-7"

4

2'-0"

1'-4"

1'-4"

8M9N

10'-0"AFF

W 1.1

SF5

5'-5"

A4

_____________________

A-384

SF5

1'-4"

1'-4"

8M9N

8M9N

2'-0"

10'-0"AFF 10'-0"AFF

31'-8"

2

_____________________

A-385

A3

_____________________

A-396

2

SF5

A4

_____________________________________________________________

A-401 _____

1

_____________________

A-385

A1

FLOOR PLAN- PARTIAL- LEVEL 1- AREA J

1/8" = 1'-0"

47

49 50

51

52 52.1

53

54

55

56

1

2

3

GEORGIA REGISTRATION INFORMATION: Neil A. Dawson [RA009731], James M. Hubbard [RA014155], John T. Hughes [RA013037], Laura L. McLeod [RA011330], Lisa K. Pinyan [ID000516], John P. Works [RA010038], Bryan D. Harder [RA012564], Dylan J. Towe [RA015218], Melissa A. Watness [RA012309], Prescott D. May, III [RA014912], Nathan C. Daniel [RA015598], April W. Mundy [RA013003], Brian Bresg [RA015706], Katherine A. Schuff [RA015681], LeRoy A. Selvidge, Jr. [RA015989]

4

H21.1

H21

H20

H19

H18

PARTITION GRAPHICS

GRAPHIC SAMPLE:

8M2N

2 HOUR RATED CMU FIRE BARRIER:

SEE PARTITION TYPE SCHEDULE ON SHEET A-003 FOR

HEIGHT CONDITION, FIRE/SMOKE PROTECTION TYPE, AND

COMPLETE PARTITION INFORMATION

HATCH PATTERN LEGEND

CONCRETE MASONRY CONSTRUCTION

METAL STUD PARTITION

EXISTING TO REMAIN

Evans High

School

FACILITY CODE: 636-4050

GENERAL NOTES

A. ALL INTERIOR WALLS SHALL EXTEND AND BE SEALED TO THE UNDERSIDE OF DECK ABOVE, U.N.O. REFER TO STRUCTURAL FOR

REQUIRED TOP OF WALL BRACING.

B. EXTERIOR WALL DIMENSIONS ARE TO THE FACE OF CMU OR BRICK VENEER, U.N.O.

C. INTERIOR WALL DIMENSIONS ARE TO FACE OF CMU OR METAL STUD, U.N.O.

D. LOCATE ALL METAL STUD WALL DOOR OPENINGS 4" FROM NEAREST PERPENDICULAR WALL U.N.O.

E. LOCATE ALL CMU WALL DOOR OPENINGS 8" FROM NEAREST PERPENDICULAR WALL U.N.O.

F. AT INTERIOR MASONRY PARTITIONS, PROVIDE BULLNOSE MASONRY UNITS FOR OUTSIDE VERTICAL CORNERS AND HORIZONTAL

WINDOW STOOLS, EXCEPT AT FIRST COURSE AT FINISHED FLOOR, TOP COURSE AT CEILING, AND WHERE INDICATED

OTHERWISE.

G. ALL GWB SHALL BE ABUSE-RESISTANT TO 8'-0" AFF (U.N.O). GWB ABOVE 8'-0" MAY BE REGULAR OR ABUSE-RESISTANT AT

CONTRACTOR'S OPTION. REFER TO SECTION 09255 FOR COMPREHENSIVE MATERIAL SPECIFICATIONS.

H. FIRE AND SOUND RATED WALLS/PARTITIONS TO BE CONSTRUCTED TIGHT TO STRUCTURE, PIPING, DUCTWORK AND OTHER

PENETRATIONS. ALL WORK IS TO BE BRACED TO STRUCTURE ABOVE.

I. PATCH CLEAN AND PAINT ALL EXISTING CMU WALLS.

J. WHERE PARTITIONS OF DIFFERENT FIRE RATINGS INTERSECT, THE HIGHEST RATED PARTITION SHALL CONTINUE THROUGH.

MAINTAIN PARTITION FIRE RATING BEHIND RECESSED FIRE EXTINGUISHER CABINETS.

K. INSTALL BLOCKING IN METAL STUD PARTITIONS FOR CASEWORK, WALL MOUNTED EQUIPMENT, TRIM AND RELATED

CONSTRUCTION AS INDICATED IN THE SPECIFICATIONS.

L. SEE SHEET A-001 FOR CONSTRUCTION SUBSYSTEMS.

M. SEE A-200 SERIES ELEVATION DRAWINGS FOR LOCATION OF EXTERIOR MASONRY CONTROL JOINTS.

N. SEE A-600 SERIES SHEETS FOR DOOR, LOUVER, AND WINDOW & GLAZING TYPES.

O. SEE SHEETS A-700-SERIES SHEETS FOR INTERIOR FINISH SCHEDULES.

P. SEE SHEETS A-SG-1 FOR SIGNAGE SCHEDULE, ELEVATIONS, AND DETAILS.

Q. SEE CIVIL DRAWINGS FOR EXTERIOR SIDEWALKS, U.N.O.

R. SEE STRUCTURAL DRAWINGS FOR EXTENTS OF SLAB DEPRESSIONS AND CUTOUTS, U.N.O.

S. FURNITURE & EQUIPMENT (TABLES, CHAIRS & COMPUTERS) IS F.F.E. - O.F.O.I. (OWNER FURNISHED OWNER INSTALLED).

T. RATED WALLS/ PARTITION PENETRATIONS AND TERMINAL JOINTS ARE TO BE INSTALLED AS SHOWN IN APPLICABLE UL JOINT OR

PENETRATION DETAIL.

U. FIELD VERIFY LOCATION OF INTERIOR WALL & CEILING CONTROL JOINTS REQUIRED IN THE SPECIFICATION WITH ARCHITECT

PRIOR TO INSTALLATION.

V. WALLS INCLUDING GYP.BD. AT THE PERIMETER OF ROOMS/ SPACES WITHOUT CEILINGS, i.e. EXPOSED STRUCTURE, SHALL

EXTEND TO STRUCTURE ABOVE.

321 WEST CONGRESS STREET SUITE 301

SAVANNAH, GEORGIA 31401

TEL. 912.695.2111

WWW.LS3P.COM

H16

FLOOR PLAN NOTES BY NUMBER

NUMBER

NOTE

1.1 REFER TO SHEET A-421 FOR TYPICAL CLASSROOM LAYOUT AND CONDITIONS.

COPYRIGHT 2022 ALL RIGHTS RESERVED. PRINTED OR

ELECTRONIC DRAWINGS AND DOCUMENTATION MAY

NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN

PERMISSION FROM LS3P ASSOCIATES LTD.

2.1 PATCH AND REPAIR EXISTING CMU WALL TO REMAIN AS REQUIRED FOR PARTITION DEMOLITION. REFER

H14

TO DEMO PLANS.

2.2 CONTRACTOR TO COORDINATE EXISTING WELDING EQUIPMENT TO REMAIN WITH OWNER. COORDINATE

INSTALLATION OF NEW EQUIPMENT WITH OWNER AS REQUIRED. COORDINATE MECHANICAL AND

ELECTRICAL INFRASTRUCTURE REQUIREMENTS WITH OWNER.

2.3 CONTRACTOR TO COORDINATE EXISTING AUTO COLLISION LAB EQUIPMENT TO REMAIN IN PLACE.

COORDINATE INSTALLATION OF NEW EQUIPMENT WITH OWNER AS REQUIRED. COORDINATE MECHANICAL

AND ELECTRICAL INFRASTRUCTURE REQUIREMENTS WITH OWNER.

2.4 EXISTING CONDITIONS TO REMAIN AND BE PROTECTED IN PLACE BY CONTRACTOR.

2.5 EXISTING DEPRESSED SLAB TO BE FILLED TO FLUSH OUT WITH EXISTING ADJACENT SLAB TO REMAIN.

REFER TO DEMOLITION PLANS.

H13

3.1 CONTRACTOR TO INSTALL NEW CONCRETE PAD FOR NEW EQUIPMENT. REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS.

4.1 INFILL EXISTING MASONRY WALL EXTENTS TO MATCH ADJACENT IN CONSTRUCTION MATERIALS AND

FINISH. ALIGN AND PATCH/REPAIR ADJACENT EXISTING WALLS TO REMAIN AS REQUIRED. PATCH AND

REPAIR EXISTING SLAB AND FLOOR FINISH TO REMAIN.

4.2 EXTEND EXISTING MASONRY WALL TO DECK FOR 1 HOUR RATED WALL ASSEMBLY. REFER TO PARTITION

TYPE HEAD DETAILS FOR SEALANT REQUIREMENTS. PATCH AND REPAIR EXISTING CONDITIONS TO

REMAIN AS REQUIRED.

4.3 EXTEND EXISTING MASONRY WALL TO DECK FOR SMOKE RATED WALL ASSEMBLY. REFER TO PARTITION

TYPE HEAD DETAILS FOR SEALANT REQUIREMENTS. PATCH AND REPAIR EXISTING CONDITIONS TO

H12

REMAIN AS REQUIRED.

4.4 INFILL EXISTING MASONRY WALL TO MATCH ADJACENT IN CONSTRUCTION MATERIALS AND FINISH.

4.5 INFILL EXISTING STUD WALL EXTENTS AS INDICATED. ALIGN AND PATCH/REPAIR ADJACENT EXISTING

WALLS TO REMAIN AS REQUIRED. PATCH AND REPAIR EXISTING SLAB AND FLOOR FINISH TO REMAIN.

5.1 NEW METAL ROOF LADDER, REFER TO SPEC FOR PRODUCT AND ANY ASSOCIATED ACCESSORIES.

8.1 MECHANICAL LOUVER, REFER TO SPEC. SEE SECTION FOR VERTICAL LOCATION IN WALL. SEE MECH FOR

SIZING.

H11

8.2 FIRE RATED WON DOOR, REFER TO SPECS.

10.1 EXISTING LOCKERS TO REMAIN TO BE PROTECTED IN PLACE BY CONTRACTOR. WHERE DEMOLITION

EXTENTS IMPACT LOCKER LAYOUTS, CONTRACTOR TO REMOVE EXISTING LOCKERS, PROTECT AND

STORE FOR PROJECT REINSTALLATION AS INDICATED ON PLANS. TURN UNUSED REMAINING LOCKERS

OVER TO OWNER.

10.2 NEW 2-TIER LOCKERS.

10.3 PROVIDE LOCKER MANUFACTURER'S END CLOSURE PANEL TO COVER EXPOSED ENDS OF LOCKERS TO

REMAIN, FINISH TO MATCH ADJACENT LOCKERS.

10.4 COMBINATION OF NEW 2-TIER AND 3-TIERLOCKERS. REFER TO ELEVATION.

11.1 WASHER/DRYER BY OWNER. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING.

11.2 DISPLAY MONITORS. PROVIDE BLOCKING IN METAL STUD FRAMED WALLS. COORDINATE POWER AND

DATA WITH MONITOR MOUNTING HEIGHTS.

11.3 DUMPSTER LOCATION. REFER TO CIVIL.

H9

11.4 REFER TO FOOD SERVICE DRAWINGS FOR FOOD SERVICE EQUIPMENT LAYOUT AND COORDINATION

REQUIREMENTS.

11.5 CONTRACTOR TO COORDINATE SPECIALITY EQUIPMENT FOR NEW SCIENCE LABS WITH LEONARD

PETERSON.

12.1 ACOUSTIC WALL TREATMENT, TYPICAL.

12.2 CASEWORK, REFER TO FINISHES.

∆ DATE

DESCRIPTION

12.3 ATHLETIC SAFETY WALL PAD TO WRAP COLUMN, REFER TO SPECS.

1 07/18/2024 Conformance Set

12.4 REMOVE EXISTING PAPER TOWEL DISPENSER AND RECEPTACLE. REPLACE WITH NEW PAPER TOWEL

2 10/11/2024 ASI 1

HOLDER AND RECEPTACLE. REFER TO SPEC.

3 11/26/2024 ASI 2

12.5 REMOVE EXISTING STALL PARTITION AND REPLACE WITH NEW STALL PARTITION, SEE ENLARGED PLANS

4 12/16/2024 ASI 3

FOR DIMENSIONS. REFER TO SPEC.

5 01/30/2025 ASI 4

12.6 REMOVE EXISTING MIRROR AND REPLACE WITH NEW MIRROR. REFER TO SPEC.

6 03/19/2025 ASI 5

H7

13.1 CONTRACTOR TO COORDINATE PAINT BOOTH SELECTION AND INSTALLATION FROM OWNER.

COORDINATE MECHANICAL AND ELECTRICAL INFRASTRUCTURE REQUIREMENTS WITH OWNER.

13.2 CONTRACTOR TO COORDINATE 20'X 40' AREA FOR FIRING SIMULATION SELECTION AND INSTALLATION

WITH OWNER. COORDINATE MECHANICAL AND ELECTRICAL INFRASTRUCTURE REQUIREMENTS WITH

OWNER.

13.3 REFER TO KITCHEN EQUIPMENT DRAWINGS FOR CULINARY LAB EQUIPMENT LAYOUT AND COORDINATION

REQUIREMENTS.

14.1 FUTURE ADA LIFT BY OWNER. PROVIDE POWER AND REMOVABLE SECTION OF GUARDRAIL.

22.1 INSTALL NEW ACCESSIBLE WATER COOLER. NEW WATER COOLER TO REPLACE SINGLE WATER COOLERS

AT EXISTING CONDITIONS, REFER TO SHEET A-005 FOR ACCESSIBILITY REQUIREMENTS. REFER TO

PLUMBING DRAWINGS AND SPECS.

22.2 REFER TO SHEET A-005 FOR PLUMBING ACCESSIBILITY REQUIREMENTS. REFER TO PLUMBING DRAWINGS,

TYPICAL.

22.3 NEW FLOOR DRAIN, REFER TO PLUMBING DRAWINGS.

KEY PLAN:

22.4 PLUMBING CHASE, REFER TO PLUMBING DRAWINGS.

H5

22.5 EXISTING SCUPPERS TO RECEIVE NEW LEADER HEAD AND DOWNSPOUTS. CONNECT TO UNDERGROUND

STORMWATER, REFER TO CIVIL.

H4

22.6 CATCH BASIN AND DOWNSPOUT - TIE TO STORM WATER SYSTEM.

23.1 UNIT HEATER, REFER TO MECHANICAL.

23.2 MECHANICAL SHAFT, REFER TO MECHANICAL FOR DUCT SIZING.

23.3 CONDENSER, REFER TO MECHANICAL.

23.4 CHILLER, REFER TO MECHANICAL.

P

N M LK

A

CD E

B

F GH J

26.1 ELECTRICAL PANELS, REFER TO ELECTRICAL.

26.2 ELECTRICAL TRANSFORMER, REFER TO ELECTRICAL.

26.3 ELECTRICAL DISCONNECT SWITCH, REFER TO ELECTRICAL.

26.4 KEY SWITCHES, DOUBLE GANG.

H2

32.1 INSTALL NEW BOLLARDS, GROUT SOLID, TYPICAL. REFER TO ARCHITECTURAL SHEET DETAIL D6/A- 521.

32.2 PATCH CMU WALL AND CONCRETE SLAB, PREP FOR NEW FINISHES.

SHEET NAME:

FLOOR PLAN-

LEVEL 1- AREA J

ORIG

SUBMISSION:

04/30/2024

TRUE PROJECT

NORTH NORTH

SHEET:

A-101J

5

6

GMP SET / GA DOE FINAL SET

3

A3-02

4

A3-22

C24

C25

9' - 3 3/8"

14' - 3"

C26

C27

12' - 1 7/8"

30' - 0"

C28 C29

C30

C31

C32

1' - 4 1/2"

20' - 0"

21' - 4 3/4"

15' - 1"

4112J

1

A3-25

2

4112H

1M12

2

A3-26

3

A3-20

4116B

STAIR #3

4116

285 SF

1M12

SM8X

4115A

11

A6-12

4

A5-01 HOME GIRLS

LOCKERS

XM8

4117

XM8

562 SF

22' - 9 5/16"

XM8

1M12

26' - 8 7/8"

4117

6' - 0"

SM8X

2

A3-03

2

A3-22

WOMEN

4117.2

212 SF

XM4

MEN

4120.2

212 SF

XM4

S

4117.1

106 SF

XM8 XP4

OFFICE

4118

111 SF

XM8 XP4 XM8

OFFICE

SM8X 4119

111 SF

S

4120.1

106 SF

4118

4119

16' - 2"

CORR.

4115

783 SF

SM8X

7' - 0"

1

XP4

F.E.C.

4122A

16' - 2"

XP8X

XM8

XP8X

23' - 5 5/8"

HOME BOYS

LOCKERS

4120

578 SF

2

A4-14

4120

6' - 0"

17' - 5 5/8"

3

SM8X SM12

A3-24

4115B

1

A3-26 4121A

SM12

SM8X

SM8X

SM12

1' - 5 1/4"

2

4

A3-24

4122B

I-24

GYMNASIUM

4112

18245 SF

MULTIPURPOSE

4121

3870 SF

XM8X

WEIGHT

ROOM

4122

3932 SF

I-24

56' - 1 9/16"

56' - 6 5/16"

XM8X

1M12

4112G

SM8X

SM8X

SM12

2

1' - 5 1/4"

1M12

26' - 8 7/8"

6' - 0"

STAIR #4

4124

283 SF

4124B

1M12

4125

22' - 9 1/4"

4

A5-01

SIM.

OPP.

HND.

VISITING

GIRLS

LOCKERS

4125

561 SF

SM8X

16' - 2"

F.E.C.

CORR.

4123

783 SF

XP4

7' - 0"

1

SM12

SM8X

16' - 2"

4126

4127

S

4125.1

108 SF

3' - 6"

8"

CUST

4126

110 SF

XM8

3' - 6"

STR

4127

110 SF

S

4128.1

106 SF

WOMEN

4125.2 XM8

212 SF

MEN

4128.2

212 SF

6' - 0"

17' - 5 5/8"

4128

23' - 5 5/8"

1

A4-14

VISITING

BOYS

LOCKERS

4128

579 SF

4123B

4122C

4112F

CA

CB

CC

CF

CG

CH

2

CJ

CK

CN

CR

CT

CV

3

A2-06

1

A3-02

CW

CZ

CAA

CAB

CAD

CAE

CAF

CAH

CAJ

CAL

CAM

CAN

REVISIONS / PRINTED

REV.

NO.

DATE

REMARKS

05/16/23 GDOE PRELIMINARY

SET

06/01/23 PROGRESS SET

08/15/23 PROGRESS SET

10/02/23 GDOE CHECK SET

11/01/23 ISSUED FOR

PERMIT-BID-GDOE

FINAL

1 11/17/23 ADDENDUM 1

2 12/06/23 ADDENDUM 2

4 04/22/24 ASI #1

C27

C29

C30

C31

C32

31' - 4 1/2"

20' - 0"

21' - 4 3/4"

15' - 1"

3

A3-24

W-3

W-3

W-3

W-3

W-3

W-3

W-3

CK

5' - 2 1/2" 4' - 8"

7 5/8"

5' - 4"

4' - 8"

5' - 4"

4' - 8"

5' - 4"

4' - 8"

5' - 4"

4' - 8"

5' - 4"

4' - 8"

5' - 4"

4' - 8"

2

4

A3-24

W-3

W-3

W-3

1' - 0"

W-3

W-3

W-3

CR

CT

CV

3

A2-06

CW

CZ

CAA

CAE

PROJECT SUMMARY

GRADES

GDOE FACILITY CODE

ACERAGE

EXISTING SF

DEMOLISHED SF

NEW ADDITION SF

NEW TOTAL SF

F.T.E CAPACITY

INSTRUCTIONAL UNITS

9TH - 12TH

636-0189

54.33 AC

178,984 SF

-4,639 SF

151,764 SF

326,109 SF

2100 FTE

108 IU'S

1 LEVEL 01 - AREA K

A1-01K 1/8" = 1'-0"

WALLS LEGEND

TWO HOUR RATED FIRE WALL

TWO HOUR RATED FIRE BARRIER

4

ONE HOUR RATED FIRE BARRIER

SMOKE PARTITION

CMU PARTITION

EXISTING PARTITION

E

F

C

D

B

G

H

J

K

L

M

A

N

PROJECT

NORTH

I

KEY PLAN

DATE

NOV 01 23

JOB NO.

222120.00

SHEET NO.

A1-01K

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction
• NAICS 238210Electrical Contractors and Other Wiring Installation Contractors
• NAICS 238220Plumbing, Heating, and Air-Conditioning Contractors

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