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

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

UP
C
C
C
C
UP
H
AERA
AREA K
AREA J
A1
_______A_____________-______4_______________0__________1_______________
CORRIDOR
7200
STAIR
7208
VISTOR MEN'S LOCKER
7209
WEIGHT ROOM
7302
VISTOR WOMEN'S LOCKER
7212
HOME BOYS LOCKER
7213
MULTIPURPOSE ROOM
7304
STAIR
7217
A4
_______A_____________-______4__ ___ ___ ___ ___ _0__________1_______________
J
AERA
AREA K
AREA J
7201.4
COACH
7210 JAN
7301
COACH
7211
COACH
7214
COACH
7215
F1027
7304B
7201.2
C4037
7302B
7304A
C2037
7208A
7302A
7301
7212B
C0047
H21
H20
7209B
H19
H18
H16
H14
CORRIDOR
7300
H13
H12
C1 A-707 D1
H11
7213.1A
H9
H7
HOME GIRLS LOCKER
7216
H5
H4
7217A
H2
47 49 50 51 52 53 54 55 56
B1.3127
7200C
7208B
7209A
7210
7211
7212A
7213
7214
7215
7216
7217B
N5M8
N0M21
A0037
B0037
N0M21
H21.1
12M5N
7027
JAN. / STOR.
7213.1
N0M21
8M5N
N5M8
N5M8
A3 _______A_____________-______5_______________0__________4_______________
A1
_______A_____________-______4_______________2__________0_______________
HM2
HM2
A5
_______A_____________-______4_______________1__________9_______________
HM2
HM2
52.1
"8-'5
"8-'07
SF6
SF5
4'-0"
2'-0"
SF6 SF5
"0-'2
8M0N
A1027
1'-4" 1'-4"
4'-8" 9'-4" 3'-4"
12'-2"
B3 A-717 B1
A3 A-717 A1
"8-'8
"4-'7
"4-'11
"0-'41
"4-'11
"8-'8
"8-'81
"8-'6
"4-'11
"4-'31
"4-'11
"8/3
8-'6
"8-'8
"4-'3
A1 _____________________
A-392 2" EXP. JT.
W/ COVER PLATE
AT 2 HR. FIRE WALL(S)
W1.1
A2
7200D _____________________ A-392
12M0N
W1.1
W1.1
22.1
W1.1
8M5N
SF5
N0M21
8M0N
12M0N
N5M21
8M5N
SIM
C5
_______A_____________-______5_______________0__________2_______________
12M1N
D1
22.1 ____ A ___ - __ 3 ___ 0 ___ 2 ______
"11-'43
"8-'2
"8/5
3-'21
"0-'4
10'-4"
8M7N
8M7N
3
_____________________
A-385
A5 1
_____________________ _____________________ A-383 A-385
A4
_____________________
A-383
12'-2"
2
_____________________ A-385
"4-'1
"4-'1
1'-4"
N9M8
N9M8
N9M8
N9M8
N9M8
N9M8
FFA"0-'01
FFA"0-'01
FFA"0-'01
FFA"0-'01
FFA"0-'01
FFA"0-'01
8M9N
10'-0"AFF
"2/1
5
29'-4"
12'-0"
32'-0"
"8-'61
"6-'61
"6-'51
"8-'61
"0-'22
"0-'51
"4/3
2-'1
"8/3
9-'41
"8/3
8-'32
"8-'41
"0-'1
"0-'5
"0-'2
"4-'1
2'-0"
1'-4" 1'-4"
"8-'2
1'-4" 1'-4"
1'-4" 1'-4"
"8-'2
3'-4"
8M9N
8M9N 8M9N 10'-0"AFF 10'-0"AFF
10'-0"AFF
A1
_______A____________-_______5______________0__________5________________
"8
"4-'6
"4-'3
"4-'6
"0-'2
12M0N
12M0N
2'-0"
12M0N
12M0N
"8-'2
2'-0"
22.3
22.3
22.3
22.3
A4
_____________________ A-384
"0-'2
"0-'6
2'-4" 5'-4"
9'-4" 7'-3" 10'-1"
5'-4"
"0-'4
"8-'2
9'-4" 7'-3" 8'-1"
"0-'2
7'-8" 17'-0"
7'-8" 7'-8" 14'-8"
"2-'1
9'-4" 5'-4" 10'-0"
9'-4" 6'-0" 9'-5" 4'-0 1/8"
2'-8"
"0-'2
7'-8"
"8-'8
"0-'2 "0-'2
2'-0"
2'-0" "8/3
4-'1
2'-0"
"0-'4
"0-'2
"8/3
4-'1
2'-0"
"0-'2
2'-4"
2'-4"
"4-'2
"8-'1
2'-4"
"0-'2
7'-4"
"0-'2
"6-'8
"0-'9
"0-'4
1'-8"
2'-0"
"8-'8
"4-'9
"4-'9
N7M8
"0-'5
"8-'5
"0-'4
"0-'4
"0-'2
"8-'8
"0-'4
8M7N
N5M8
8M5N
8M5N
8M7N
8M7N
8M7N
8M7N
12M5N
8M7N 8M7N
N5M8
N5M8
N5M8
8M7N
8M5N
6M5N
N7M8
8M7N
N7M8
8M7N
8M5N
8M7N
N0M8 8M5N
N7M8
N7M8
8M7N
N7M8
N7M4
8M7N
8M7N
N5M8
8M5N
N0M21
8M0N
8M0N
N5M8
8M5N
8M5N
6M5N 8M5N
N5M8
8M7N
8M7N
N7M8
N7M8
N7M8
8M7N
4M7N
8M7N
8M5N
"4-'1
"4-'1
2'-8"
"8-'2
1'-4"
26.4
N0M21
1
SF 14
5'-2"
1
WALL MOUNTED
SCOREBOARD
11'-6 3/8"
1
5'-2"
SF18
17'-4"
5'-5" 10'-4 3/8"
31'-8"
SF20 1
2
"6-'4
"4-'91
"4-'91
"3-'3
15'-3"
3
4M7N
A6
____A___-__3___9___6______
3
A3
____A___-__3___9___6______
N7M4
PARTITION GRAPHICS
4
GRAPHIC SAMPLE: 2 HOUR RATED CMU FIRE BARRIER:
2" EXP. JOINT W/ COVER PLATE; FILL
GAP W/ 2-HOUR FIRE RATED 8M2N
COMPRESSED JOINT FILLER UL #2079 SEE PARTITION TYPE SCHEDULE ON SHEET A-003 FOR
ARCHITECTURAL JOINT HEIGHT CONDITION, FIRE/SMOKE PROTECTION TYPE, AND
SYSTEM COVER PLATE COMPLETE PARTITION INFORMATION
AT WALLS AND CEILING, TYP.
5
HATCH PATTERN LEGEND
2" EXP. JOINT W/ COVER PLATE; FILL 12" ALUM.HEAVY DUTY iSF25 VEST.
GAP W/ 2-HOUR FIRE RATED THRESHOLD EXP. JOINT 6360 CONCRETE MASONRY CONSTRUCTION
COMPRESSED JOINT FILLER UL #2079 COVER AT FLOOR
METAL STUD PARTITION
6
EXISTING TO REMAIN
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-001FOR CONSTRUCTION SUBSYSTEMS.
M. SEE A-200SERIES ELEVATION DRAWINGS FOR LOCATION OF EXTERIOR MASONRY CONTROL JOINTS.
N. SEE A-600SERIES 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).
4
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.
4
1'-7"
4
4
3
YLTCAXE
SI
EVOBA
NWOHS
ENIL
EHT
STEEHS
SIHT
TA
GNOL
HCNI
ENO
EZIS
EGAP
LANIGIRO
:TCEJORP
P3SL
E
FACILITY CODE: 636-4050
D
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.
C
DATE DESCRIPTION
B
SHEET NAME:
A
ORIG
SUBMISSION:
SHEET:
1 2 3 4 5 6
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]
MP
75:13:6
5202/02/3
FLOOR PLAN-
LEVEL 1- AREA J
A-101J
003622-1025
Evans High
School
04/30/2024
snavE
ytnuoC
aibmuloC
loohcS
hgiH
90803
AG
,snavE
daoR
xoC
0554
321 WEST CONGRESS STREET SUITE 301
SAVANNAH, GEORGIA 31401
TEL. 912.695.2111
WWW.LS3P.COM
FLOOR PLAN NOTES BY NUMBER
NUMBER NOTE
1.1 REFER TO SHEET A-421 FOR TYPICAL CLASSROOM LAYOUT AND CONDITIONS.
2.1 PATCH AND REPAIR EXISTING CMU WALL TO REMAIN AS REQUIRED FOR PARTITION DEMOLITION. REFER
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.
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
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.
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.
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.
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
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.
KEY PLAN:
22.3 NEW FLOOR DRAIN, REFER TO PLUMBING DRAWINGS.
22.4 PLUMBING CHASE, REFER TO PLUMBING DRAWINGS.
22.5 EXISTING SCUPPERS TO RECEIVE NEW LEADER HEAD AND DOWNSPOUTS. CONNECT TO UNDERGROUND
STORMWATER, REFER TO CIVIL.
22.6 CATCH BASIN AND DOWNSPOUT - TIE TO STORM WATER SYSTEM.
P
23.1 UNIT HEATER, REFER TO MECHANICAL. N M L K
23.2 MECHANICAL SHAFT, REFER TO MECHANICAL FOR DUCT SIZING. A C D E F G
23.3 CONDENSER, REFER TO MECHANICAL. H J
B
23.4 CHILLER, REFER TO MECHANICAL.
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.
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.
FLOOR PLAN- PARTIAL- LEVEL 1- AREA J
A1
1/8" = 1'-0"
TRUE PROJECT
NORTH NORTH
GMP SET / GA DOE FINAL SET

2
A3-03
WOMEN MEN
STAIR #3
4117.2 4120.2
4116
212 SF 212 SF
285 SF
4
A5-01 HOME GIRLS
XM8 XM4 XM4 XP8X HOME BOYS
LOCKERS
LOCKERS
4117
XM8 XM8 4120
562 SF
578 SF
XM8 XP8X
XM8 XP4 XM8 XP4 XM8
2
OFFICE OFFICE A4-14
S 4118 4119 S SM8X
4117.1 111 SF 111 SF 4120.1
1M12 1M12 1M12 106 SF 106 SF
SM8X
CORR. SM8X
XP4 SM8X SM12
SM8X 4115
783 SF
SM12
SM8X
SM8X
SM12
WEIGHT
ROOM MULTIPURPOSE
4122
GYMNASIUM 4121 3932 SF
4112 3870 SF
18245 SF
XM8X
3
A2-06
1
A3-02
SM8X
SM8X
SM12
SM12
CORR.
1M12 SM8X 4123 SM8X XP4
783 SF
S
1M12 1M12
4125.1
S 108 SF
4128.1
106 SF
VISITING VISITING
GIRLS BOYS
XM8
4 LOCKERS LOCKERS
A5-01 4125 4128
561 SF 579 SF
SIM. 1
OPP. A4-14
HND.
WOMEN MEN
STAIR #4
4125.2 XM8 4128.2
4124
212 SF 212 SF
283 SF
B4114
B1214
A3214
4122C
4123B
4125 4128
4124B
4112F
A6114
4116B
4117 4120
4118 4119
4115B
4115A
4122A
4121A 4122B
B3114
A4214
4
A3-22
C24 C25 C26 C27 C28 C29 C30 C31 C32
3
4112J
A3-20
CA
1
A3-25
CB
CC
4112H
CF
CG
CH
F.E.C. CJ
CK
1 A3-26
I-24
CT
CV
3
A3-02
CW
I-24
CAD
CAE
CAF F.E.C.
4126 4127
STR
CUST CAJ
4127
4126
110 SF
110 SF
4112G
CAL
CAM
CAN
.C.E.F
.C.E.F
9' - 3 3/8" 14' - 3" 12' - 1 7/8" 30' - 0" 1' - 4 1/2" 20' - 0" 21' - 4 3/4" 15' - 1"
11
A6-12
2
A3-26
CN
CAB
CAH
"8/3
5
-
'0
"8/5
5
-
'0
"8/7
9
-
'8
"4/3
0
- '51
"8/1
9 -
'2
"11
-
'7
"8/5
11
-
'6
"8/7
9
-
'9
"2/1
1
-
'31
"2/1
6
- '11
"2/1
6
-
'11
"4/1
8
-
'7
"4/1
5
-
'5
"8/1
7
- '6
"8/7
11
- '6
"4/3
01
- '7
"8/7
9
-
'71
"8/5
9
-
'8
"8/5
9 - '1
"4/3
2 -
'3
"8/5
9 -
'1
2
A3-22
3
A3-24
4
A3-24
56' - 1 9/16" 56' - 6 5/16"
CAA
XM8X
"2/1
11
-
'3
"0
-
'3
"4/3
9 -
'96
23' - 5 5/8"
22' - 9 5/16"
"0
-
'3
"2/1
11
- '3
"8/1
7
-
'52
26' - 8 7/8" 6' - 0" 16' - 2" 7' - 0" 16' - 2" 6' - 0" 17' - 5 5/8"
26' - 8 7/8" 6' - 0" 16' - 2" 7' - 0" 16' - 2" 6' - 0" 17' - 5 5/8"
3' - 6"
3' - 6"
"0
-
'3
"8/3
7
-
'22
"0
-
'3
"8/3
7
-
'22
CR
CZ
23' - 5 5/8"
22' - 9 1/4"
"8 - '7
"61/3
6
- '8
"0
-
'01
"61/7
5 -
'71
"0
- '01
"61/3
6 - '8
"8
- '7
"8/5
11
"2/1
8 -
'7
"6
-
'3
8"
"8/5
5
-
'1 1' - 5 1/4"
"8/5
5
-
'1
C27 C29 C30 C31 C32
31' - 4 1/2" 20' - 0" 21' - 4 3/4" 15' - 1"
W-3 W-3 W-3 W-3 W-3 W-3 W-3
CK
W-3
W-3
CT
W-3
CV
W-3 3
A2-06
CW
W-3
W-3
1' - 5 1/4"
CAE
WALLS LEGEND J K
G
E F
TWO HOUR RATED FIRE WALL
TWO HOUR RATED FIRE BARRIER
L M
C D H
B
ONE HOUR RATED FIRE BARRIER
SMOKE PARTITION
A I
CMU PARTITION
N
EXISTING PARTITION KEY PLAN
PROJECT
NORTH
"8/3
11
- '22
"1
- '32
"8/3
11
- '22
3
A3-24
5' - 2 1/2" 4' - 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" 4 7 5/8"
A3-24
CAA
"6 - '7
"8/7
8
-
'4
"4
-
'5
"8
-
'4
"4
-
'5
"8
- '4
"4
- '5
"8
- '4
"4
-
'5
"8
- '4
"4
- '5
"8 -
'4
"8/7
1 -
'7
"4/1
3 -
'1
CR
1' - 0"
CZ
DATE
JOB NO.
SHEET NO.
01
gnidliuB
,EN
daoR
tnomdeiP
5943
50303
aigroeG
,atnaltA
,007
etiuS
moc.su-doowllams
|
3545-332-404
.NOISSIMREP
NETTIRW
TUOHTIW
DESU
RO
DECUDORPER
EB
TON
YAM
DNA
TCETIHCRA
EHT
FO
YTREPORP
EHT
SI
GNIWARD
SIHT
.CNI
,SETAICOSSA
&
TRAWETS
,TRAWETS
,SDLONYER
,DOOWLLAMS
NOITCURTSNOC
ROF
DEUSSI
PROJECT SUMMARY
GRADES 9TH -12TH
GDOE FACILITY CODE 636-0189
ACERAGE 54.33 AC
EXISTING SF 178,984 SF
DEMOLISHED SF -4,639 SF
NEW ADDITION SF 151,764 SF
NEW TOTAL SF 326,109 SF
F.T.E CAPACITY 2100 FTE
INSTRUCTIONAL UNITS 108 IU'S
222120.00
A1-01K
SREKCOL
&
ESOPRUPITLUM
-
K
AERA
-
10
LEVEL
NOV 01 23
loohcS
hgiH
edisekaL
90803
AG
,snavE
,evirD
egdiR
eulB
335
2202
(C)
REVISIONS / PRINTED
REV.
DATE REMARKS
NO.
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
2
1
2
2 2
2
1
1 LEVEL 01 - AREA K
A1-01K
1/8" = 1'-0"
4