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

Location: Georgia
Posted: Mar 16, 2026
Due: Mar 31, 2026
Agency: Columbia County School District
Type of Government: State & Local
Category:
  • 78 - Recreational and Athletic Equipment
  • N - Installation of Equipment
  • Y - Construction of Structures and Facilities
Publication URL: To access bid details, please log in.
  • Amendment 1 Weight Rooms Equipment Install HC-03-31-26A
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    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
    This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.
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    Follow Greenhouse Controls Replacement Active Contract Opportunity Notice ID 1232SA26Q0643 Related Notice Department/Ind.

    AGRICULTURE, DEPARTMENT OF

    Bid Due: 6/11/2026

    Event ID Event Title Government Entity Start Date (ET) End Date (ET) PE-66073-NONST-2026-000000041

    State Government of Georgia

    Bid Due: 6/23/2026

    Follow Greenhouse Controls Replacement Active Contract Opportunity Notice ID 1232SA26Q0643 Related Notice Department/Ind.

    AGRICULTURE, DEPARTMENT OF

    Bid Due: 6/11/2026

    Follow Fort Pulaski - VC ELECTRICAL DISTRIBUTION UPGRADE Active Contract Opportunity Notice ID

    INTERIOR, DEPARTMENT OF THE

    Bid Due: 7/02/2026

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