Amendment 1 Weight Rooms HC_03_31_26A.pdf

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

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 https://evanshs.ccboe.net/ https://lakesidehs.ccboe.net/

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

UP

UP

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A R

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A4

A-401

A1

A-401

AREA K

AREA J

CORRIDOR

MULTIPURPOSE ROOM

WEIGHT ROOM

VISTOR MEN'S LOCKER

VISTOR WOMEN'S LOCKER

HOME BOYS LOCKER

STAIR

STAIR

A R

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COACH

COACH

JAN

COACH

COACH

AREA K

AREA J

7201.4

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7201.2

7304B

C

7302B

7304A

C

7208A

7302A

7212B

C

HOME GIRLS LOCKER

47 49 50 51 52 53 55 5654

H2

H4

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H7

H9

H11

H12

H13

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CORRIDOR

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7209B

7217A

7213.1A

.1

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7217B

7208B

7200C

7209A

7212A

B

A

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M N

M N

12M5N

H21.1

JAN. / STOR.

7213.1

M N

8M5N

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52.1

A1

A-420

A5

A-419

HM2

HM2

HM2

HM2

A3

A-504

'-8

0'

-8

SF6

SF5

SF5SF6

4'-0" 2'-0"

'-0

8M0N

A

A-717B3 B1

A-717 A1A3

12'-2"

4'-8" 9'-4" 3'-4"

1'-4" 1'-4"

'-8

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/8

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3'

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8' -8

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A1 A-392

SF5

8M5N

W1.1

W1.1

W1.1

7200D

W1.1

A2 A-392

2" EXP. JT.

W/ COVER PLATE

AT 2 HR. FIRE WALL(S)

12M0N

22.1

M N

12M0N

8M0N

M N

8M5N

12M1N

22.1

C5

A-502

SIM

D1 A-302

4'

-1 1"

'-8

'-3

/8

'-0

12'-2"

A-385

A5 A-383

A4 A-383

A-385

A-385

10'-4"

8M7N

8M7N

'-4

'-4

1'-4"

M

N

"A F

F

M

N

"A F

F

M

N

"A F

F

M

N

"A F

F

M

N

"A F

F

M

N

"A F

F

8M9N

10'-0"AFF

/2

12'-0"

29'-4"

32'-0"

6'

-8

6'

-6

5'

-6

6'

-8

2'

-0

5'

-0

'-2

/4

'-9

/8

'-8

/8

4' -8

'-4

'-0

'-0

'-0

1'-4" 1'-4"

2'-0"

'-8

1'-4" 1'-4" 1'-4" 1'-4"

'-8

8M9N

10'-0"AFF

8M9N

10'-0"AFF

8M9N

10'-0"AFF

A1

A-505

3'-4"

'-0

'-4

'-4

'-4

12M0N

12M0N

12M0N

12M0N

2'-0"

'-8

2'-0"

A4 A-384

22.3

22.3

22.3

22.3

'-0

'-0

2'-4" 5'-4"

9'-4" 7'-3" 10'-1" 5'-4"

'-0

'-8

9'-4" 7'-3" 8'-1"

'-0

7'-8" 17'-0"

7'-8" 7'-8" 14'-8"

'-2

9'-4" 5'-4" 10'-0"

9'-4" 6'-0" 9'-5" 4'-0 1/8"

2'-8"

'-0

7'-8"

'-8

'-0

'-0

2'-0"

2'-0"

'-4

/8

" 2'-0"

'-4

/8

'-0

'-0

2'-0"

'-0

"2'-4"

2'-4"

'-8

'-4

2'-4"

'-0

7'-4"

'-0

'-0

'-6

'-0

1'-8"

2'-0"

'-0

'-8

'-0

'-0

'-0

'-0

'-4

'-8

'-8

'-4

M

N

8M7N

M

N

8M7N

8M7N

8M7N

8M7N

8M7N 8M7N

12M5N

8M5N

8M5N

M

N

M

N

M

N

8M5N

6M5N

8M7N

M

N

8M7N

M

N

8M5N

8M7N

8M7N

M

N8M5N

M

N

M

N

8M7N

M

N

M

N

8M7N

8M7N

M

N

8M5N

M N

8M0N

8M0N

M

N

8M5N

8M5N6M5N

8M5N

M

N 8M7N

8M7N

M

N

M

N

M

N

8M7N

8M7N

4M7N

8M5N

'-4

'-4

2'-8"

'-8

1'-4"

26.4

M N

WALL MOUNTED

SCOREBOARD

SF20 1

SF18

SF 14

17'-4"

11'-6 3/8"

5'-2"

5'-2"

10'-4 3/8" 31'-8"

5'-5"

9'

-4

'-6

9' -4

'-3

15'-3"

A6 A-396

A3 A-396

4M7N

M

N

ARCHITECTURAL JOINT

SYSTEM COVER PLATE

AT WALLS AND CEILING, TYP.

2" EXP. JOINT W/ COVER PLATE; FILL

GAP W/ 2-HOUR FIRE RATED

COMPRESSED JOINT FILLER UL #2079

12" ALUM.HEAVY DUTY

THRESHOLD EXP. JOINT

COVER AT FLOOR

2" EXP. JOINT W/ COVER PLATE; FILL

GAP W/ 2-HOUR FIRE RATED

COMPRESSED JOINT FILLER UL #2079

1'-7"

VEST.

iSF25

PARTITION GRAPHICS

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

GRAPHIC SAMPLE:

8M2N

HATCH PATTERN LEGEND

CONCRETE MASONRY CONSTRUCTION

METAL STUD PARTITION

EXISTING TO REMAIN

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.

GENERAL NOTES

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SUBMISSION:

SHEET NAME:

SHEET:

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1 2 3 4 5 6

DATE DESCRIPTION∆

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]

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.

FACILITY CODE: 636-4050

/2

/2

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P

M

A-101J

FLOOR PLAN-

LEVEL 1- AREA J

-2

04/30/2024

Evans High School

C o x R o a d

E v a n s G

A

C o lu m b ia

C o u n ty E v a n s H ig h

S c h o o l

GMP SET / GA DOE FINAL SET

WWW.LS3P.COM

321 WEST CONGRESS STREET SUITE 301

SAVANNAH, GEORGIA 31401

TEL. 912.695.2111

1/8" = 1'-0"A1

FLOOR PLAN- PARTIAL- LEVEL 1- AREA J

PROJECT

NORTH

TRUE

NORTH

KEY PLAN:

A

B C D E F G

H J

KLMN

P

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.

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

HOLDER AND RECEPTACLE. REFER TO SPEC.

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

FOR DIMENSIONS. REFER TO SPEC.

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

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.

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.

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.

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.

1 07/18/2024 Conformance Set

2 10/11/2024 ASI 1

3 11/26/2024 ASI 2

4 12/16/2024 ASI 3

5 01/30/2025 ASI 4

6 03/19/2025 ASI 5

A3-02

A3-03

A4-14

A4-14

A2-06

A5-01

A5-01

SIM.

OPP.

HND.

285 SF

STAIR #3

18245 SF

GYMNASIUM

562 SF

HOME GIRLS

LOCKERS

578 SF

HOME BOYS

LOCKERS

212 SF

4117.2

WOMEN

212 SF

4120.2

MEN

106 SF

4117.1

S

111 SF

OFFICE

111 SF

OFFICE

106 SF

4120.1

S

783 SF

CORR.

3870 SF

MULTIPURPOSE

3932 SF

WEIGHT

ROOM

579 SF

VISITING

BOYS

LOCKERS

212 SF

4125.2

WOMEN

212 SF

4128.2

MEN

561 SF

VISITING

GIRLS

LOCKERS

108 SF

4125.1

S

106 SF

4128.1

S

783 SF

CORR.

283 SF

STAIR #4

XP4

SM8X

SM12

SM8X

XM8

XM8

1M12

1M12

1M12

SM8X

SM8X

SM8X

SM12

SM12

SM12

SM8X

SM8X

XM8X

1M12 1M12 1M12

XP8X

XM8

XP8X

XM4

XM8

XM8

XM8

XM4

XP4 XP4XM8 XM8 XM8

SM8X

XP4

SM8X

SM8X

SM8X SM12

B

A

B

4112F

4124B

4125 4128

4123B

4122C

A

4116B

4115A

4121A

41194118

41204117

4115B

4122B

4122A

A

B

CAM

C31C30

CAE

CW

CT

C32

CK

C29

CB

C26 C27C25C24

CAJ

CC

CA

CJ

CAL

CAN

CAD

CV

A3-02

A3-26

110 SF

CUST

110 SF

STR

CH

CG

CF

C28

A3-22

A3-20

4126 4127

4112G

4112J

I-24

I-24

A3-25

4112H

CAF

F.E.C.

F.E.C.

F .E

.C

F .E

.C

A3-26

CAH

CN

CAB

A6-12

9' - 3 3/8" 14' - 3" 12' - 1 7/8" 30' - 0" 1' - 4 1/2" 20' - 0" 21' - 4 3/4" 15' - 1"

/8

/8

/4

/8

/8

/8

/8

/2

/2

/2

/4

/4

/8

/4

/8

/8

/4

/8

/8

/8

A3-24

A3-24

A3-22

CAA

XM8X

56' - 6 5/16"56' - 1 9/16"

/4

/2

22' - 9 5/16"

23' - 5 5/8"

/8

/2

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"

/8

/8

23' - 5 5/8"

22' - 9 1/4"

CZ

CR

/1

/1

/1

/8

/2

8"

/8

1' - 5 1/4"

/8

1' - 5 1/4"

KEY PLAN

N

PROJECT

NORTH

H

I

L M

G

DC

B

A

FE

J K

ONE HOUR RATED FIRE BARRIER

WALLS LEGEND

TWO HOUR RATED FIRE BARRIER

CMU PARTITION

SMOKE PARTITION

EXISTING PARTITION

TWO HOUR RATED FIRE WALL

A2-06

C31C30

CAE

CW

CT

C32

CK

C29C27

CV

W-3

W-3

W-3

W-3

W-3

W-3

W-3 W-3 W-3 W-3 W-3 W-3 W-3

31' - 4 1/2" 20' - 0" 21' - 4 3/4" 15' - 1"

/8

/8

A3-24

A3-24

CAA

7 5/8"

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"

/8

/8

/4

1' - 0"

CZ

CR

SHEET NO.

JOB NO.

DATE

IS

SU

ED

F

O R

C O

N

ST

RU

C

TI

O

N S M

A

LL

W O

O D

R E Y N

O

LD

S

S T E W

A R T

S T E W

A R T

A S S O

C

IA

T E S

IN

C

T H

IS

D

R A

W

IN

G I S T

H E P

R O

P E R T Y O

F T

H E A

R C

H

IT

E C

T A

N D

M A

Y N

O T B

E R

E P R O

D U

C E D

O R U

S E D

W

IT

H O

U T W

R

IT

T E N

P E R M

IS

S

IO

N

P ie d m o n t R o a d

N E

B u il d in g

S u it e

A tl a n ta

G e o rg ia

-2

-5 s m a ll w o o d

-u s.

co m

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

LE

V

E L

A

R E A

K

M U

LT

IP

U R P O

S E

L O

C K

E R S

NOV 01 23

La ke si d e H ig h S ch o o l

B lu e R id ge

D riv e, E va ns

, G A

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

1 LEVEL 01 - AREA K

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