Baldwin County Aquatic Facility Addendum Numb.pdf

ADDENDUM NUMBER 1

BALDWIN COUNTY AQUATIC FACILITY

BALDWIN COUNTY, GEORGIA

March 1, 2024

1. Attached is the sign in sheet from the mandatory pre-bid meeting (Attachment Number 1).

2. Reference the bike rack detail on Sheet C-504, Contractor to provide two bike racks as shown on the site plans.

3. Attached is a revised drawing LR-7 and drawing LR-8 with the Lazy River equipment details

(Attachment Number 2). Drawing LR-9 is removed from the drawing set. Contractor to provide necessary piping and valves in mechanical building to enable entire propulsion system to operate with one pump.

4. Attached is a new Drawing AM101, AM102, A101 and S102 with an enlarged Pool Mechanical

Building (Attachment Number 3).

5. Attached is a revised site plan with the enlarged mechanical building. (Attachment Number

4).

6. Attached are the following drawings with revisions to the enlarged Pool Mechanical Building

(Attachment Number 5):

PM201, MM201, EM201.

7. Reference Drawing M002, attached are updated Equipment Schedules (Attachment Number

6).

8. Attached is an updated Drawing E102 with a revised Single Line Power Riser Diagram.

(Attachment Number 7).

9. Attached are updated Drawings E101 and E301 with additional notes and related information on the drawings (Attachment Number 8).

10.Reference Drawing SWP5, the Fluidra Aster filter model number is revised to 07782.

11. The following items are not in the contract as shown on the drawings: slide and associated decking and fencing, splash pad and related decking and structures, splash pad equipment building, landscaping and irrigation except as shown on the Erosion Control Drawings, fencing except for fencing at the detention pond and bathhouse breezeway.

david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 1

BALDWIN COUNTY AQUATIC FACILITY

BALDWIN COUNTY AQUATIC FACILITY

BALDWIN COUNTY AQUATIC FACILITY

BALDWIN COUNTY AQUATIC FACILITY

BALDWIN COUNTY AQUATIC FACILITY

Lazy River Details

LR71 2 3 4 5

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman Davidson Dooley, Inc.

A B

C D

1640 Powers Ferry Road Building One Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

STATUS

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MW

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121035.00

Ba ld w in

C ou nt y

Aq ua tic F ac ilit y W al te r B . W illi am s Jr

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Baldwin County Aquatic Facility

59 GA-22

Milledgeville, GA 31061

2/8/2024

Released For Bids

Baldwin County 1601 N Columbia Street Suite 220 Milledgeville, GA 31061 david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 2

Lazy River Details

LR81 2 3 4 5

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman Davidson Dooley, Inc.

A B

C D

1640 Powers Ferry Road Building One Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

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121035.00

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Baldwin County Aquatic Facility

59 GA-22

Milledgeville, GA 31061

2/8/2024

Released For Bids

Baldwin County 1601 N Columbia Street Suite 220 Milledgeville, GA 31061

NOT IN CONTRACT

(SEE NOTE)

NOT IN CONTRACT

(SEE NOTE)

NOT IN CONTRACT

(SEE NOTE)

NOT IN CONTRACT

(SEE NOTE)

FEATURE SKID NOTE

CONTRACTOR TO STUB OUT

SLIDE SUPPLY LINES THREE FEET

INSIDE AND OUTSIDE OF

BUILDING AND CAP FOR FUTURE

CONNECTION.

david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 2

1'

9' - 4"

46' - 0"

AM102

AM1024

AM102

AM102 2

P103

P104

P101

9' - 4" 2' - 0" 9' - 4" 2' - 0" 9' - 4" 2' - 8"

P107

A305

SIM

WALLS SHADED GRAY IN

THIS PLAN HAVE A FIRE-

RATING OF 2 HOURS

EQUIPMENT

REQ'D CLEAR AREA

P105

P102

EQ EQ EQ EQ

POOL

MECH.

P101

STORAGE

P102

CHEMICAL

P103

CHEMICAL

P104

EQUIPMENTEQUIPMENT

EQUIPMENT

3' - 1"

1"

P106

11' - 4" 3' - 4"

FE

EXPOSED SPRAY INSULATION. PRIME & PAINT EXPOSED TRUSSES

PRIME & EPOXY PAINT WALLS AND EXPOSED TRUSSES PRIOR TO

INSTALLATION OF EQUIPMENT & PIPING. RUN CONDUITS, BUT WAIT

FOR FINAL LIGHT LOCATIONS UNTIL AFTER EQUIPMENT IS

INSTALLED TO COORDINATE LOCATIONS.

CEMENT BD. PANEL ON FRAMING ON

UNDERSIDE OF TRUSSES. SEAL PERIMETER

JOINTS & PENETRATIONS, CEILING SHALL

HAVE A 2-HR FIRE RATING

A305

SIM

NOTES:

1. PROVIDE EMERGENCY LIGHTING, STROBES, ALARMS, FIRE PULLS AND SMOKE DETECTORS AS REQUIRED BY CODE.

2. NOTIFY ARCHITECT IMMEDIATELY OF ANY CLEARANCE CONFLICTS WITH LIGHT FIXTURES DUE TO EXISTING OR

RELOCATED ITEMS (DUCTWORK, SPRINKLER LINES, ETC.) ABOVE CEILING.

3. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL EQUIPMENT IN THE CEILING.

EXT. WALLS BELOW

NOTES:

1. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL EQUIPMENT ON THE ROOF.

2. SEE SPEC SECTION 01 2300 ALTERNATES.

PRE-FINISHED, CONCEALED FASTENER STANDING-

SEAM MTL. ROOF ON UNDERLAYMENT ON ROOF

DECKING ON PRE-ENG. WOOD TRUSSES

RIDGE

INTERIOR WALL TYPES

NOTES:

1. ALL INTERIOR WALL TYPES ARE TYPE "A" UNLESS IDENTIFIED OTHERWISE. SEE

A101 FOR INTERIOR WALL TYPES SCHEDULE. REFER TO FLOOR PLAN FOR

FIRE RATING.

2. SEE WALL SECTIONS FOR EXTERIOR WALL TYPES.

INTERIOR FINISH NOTES

SEE A401 FOR FINISH INFORMATION.

DOOR SCHEDULE

SEE A101 FOR HARDWARE SETS & DOOR TYPES. DOORS P105 - P107 ARE PREFINISHED GALVANIZED STEEL.

1 2 3 4 5

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman Davidson Dooley, Inc.

A B

C D

1640 Powers Ferry Road

Building One

Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

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02/20/2024

JEW

DCM

POOL MECH

BLDG PLANS &

ELEV.

12103500

AM101

Baldwin County

Baldwin County Aquatic Facility

59 GA-22

Milledgeville, GA 31061

Permit Set

B a ld w in C o u n ty

A q u a tic F a ci lit y

1601 N Columbia Street Suite 220

Milledgeville, GA 31061

M ill e d g e v ill e G e o rg ia

W a lte r

B

W ill ia m s Jr

P a rk

1/4" = 1'-0"1

FLOOR PLANN

TR

UE

N O R T H

1/4" = 1'-0"2

REFLECTED CEILING PLAN

1/4" = 1'-0"3

ROOF PLAN

MARK TYPE WIDTH HEIGHT

DOOR FRAME DETAILS HD.

SET COMMENTSMAT. FINISH MAT. FINISH HEAD JAMB SILL

P101 A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-5

P102 B 7'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-5

P103 A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-5

P104 A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-5

P105 D 9'-4" 7'-4" GAL. STL. PREFINISHED GAL. STL. PREFINISHED - - - HD-6

P106 D 9'-4" 7'-4" GAL. STL. PREFINISHED GAL. STL. PREFINISHED - - - HD-6

P107 D 9'-4" 7'-4" GAL. STL. PREFINISHED GAL. STL. PREFINISHED - - - HD-6

1 03/01/24 Add. #1 david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 3

FINISH FLOOR

0'-0"

T.O. CMU

10'-0"

POOL MECHANICAL BLDG

EXT. MATERIALS &

FINISHES TO MATCH

POOL HOUSE. SEE A201

FOR MARK DEFINTIONS.

CMU-2

CMU-1

MR-1

CB-1

HW-1

CMU-2

CMU-1

CB-1

CB-2

HW-1

4"

12" 4"

12" CEMENT BOARD BATTENS

OVER JOINTS

4' - 0" 4' - 0" 4' - 0"

FINISH FLOOR

0'-0"

T.O. CMU

10'-0"

CMU-2

CMU-1

MR-1

CB-1

PREFINISHED INSULATED

OVERHEAD DOOR

4"

12"

4"

12"

CMU-2

CMU-1

CB-1

CB-2

REFER TO 2/- FOR PANEL

LAYOUT

1 2 3 4 5

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman Davidson Dooley, Inc.

A B

C D

1640 Powers Ferry Road

Building One

Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

STATUS

QC

DATE

DRAWN

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REVISIONS

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A M

02/20/2024

Author

Checker

POOL MECH

BLDG

ELEVATIONS

12103500

AM102

Baldwin County

Baldwin County Aquatic Facility

59 GA-22

Milledgeville, GA 31061

Permit Set

B a ld w in C o u n ty

A q u a tic F a ci lit y

1601 N Columbia Street Suite 220

Milledgeville, GA 31061

M ill e d g e v ill e G e o rg ia

W a lte r

B

W ill ia m s Jr

P a rk

1/4" = 1'-0"1

SOUTH ELEVATION

1/4" = 1'-0"2

WEST ELEVATION

1/4" = 1'-0"3

NORTH ELEVATION

1/4" = 1'-0"4

EAST ELEVATION

1 03/01/24 Add. #1 david Text Box

BALDWIN COUNTY AQUATIC FACILITY

WH

WH

HARDWARE SCHEDULECONCESSION EQUIPMENT DOOR SCHEDULE INT. WALL TYPES

1. WINDOW SIZES ARE NOMINAL. ALL WINDOWS TO BE INSULATED DOUBLE

GLAZING.

2. AT TYPE B WINDOWS, PROVIDE BLINDS. B.O.D. FOR THE BLINDS IS HOME

DECORATORS COLLECTION WHITE CORDLESS 2 IN. FAUX WOOD BLIND.

FABRICATE BLINDS TO FIT WITHIN OPENINGS WITH UNIFORM EDGE CLEARANCE

OF 1/4". FABRICATE BLINDS TO COVER WINDOW FRAMES COMPLETELY.

WINDOW TYPES

NOTES:

1. SEE WALL SECTIONS FOR EXTERIOR WALL TYPES.

2. ALL INTERIOR WALL TYPES ARE TYPE "A" UNLESS IDENTIFIED OTHERWISE.

3. ALL INTERIOR MORTAR JOINTS TO BE TOOLED JOINTS.

4. PROVIDE BULLNOSE CORNERS ON EXPOSED INTERIOR WALLS.

DOOR TYPES

HD-1:

-1-1/2 PAIR BUTT HINGES HAGER WTBB 1199 41/2" x 5" x 626

-1 LOCKSET SCHLAGE L 9050 x 626

-1 DOOR STOP ROCKWOOD 482 x US626D

-1 SET WEATHERSTRIP HAGER 736 (SILICONE)

-1 THRESHOLD HAGER 412

-1 CLOSER CORBIN RUSSWIN DC4602

-1 SWEEP HAGER 770S

HD-2:

-1-1/2 PAIR BUTT HINGES HAGER WTBB 1199 41/2" x 5" x 626

-1 PUSH PLATE ROCKWOOD 70B x US32D

-1 RECESSED PULL ROCKWOOD RM780

-1 PULL ROCKWOOD 126 x 70B xUS32D

-1 DOOR STOP ROCKWOOD 482 x US626D

-1 SET WEATHERSTRIP HAGER 736 (SILICONE)

-1 THRESHOLD HAGER 412

-1 CLOSER CORBIN RUSSWIN DC4602

-1 DEADBOLT CORBIN RUSSWIN DL2213 x 626 (SEE NOTE 3)

-1 SWEEP HAGER 770S

HD-3:

-1-1/2 PAIR BUTT HINGES HAGER WTBB 1199 41/2" x 5" x 626

-1 PUSH PLATE ROCKWOOD 70B x US32D

-1 RECESSED PULL ROCKWOOD RM780

-1 PULL ROCKWOOD 126 x 70B xUS32D

-1 DOOR STOP HAGER 242F x 626

-1 SET WEATHERSTRIP HAGER 736 (SILICONE)

-1 THRESHOLD HAGER 412

-1 CLOSER CORBIN RUSSWIN DC4602

-1 DEADBOLT CORBIN RUSSWIN DL2217 x 626 (SEE NOTE 4)

-1 SWEEP HAGER 770S

HD-4:

-1-1/2 PAIR BUTT HINGES HAGER WTBB 1199 41/2" x 5" x 626

-1 LOCKSET SCHLAGE L 9050 x 626

-1 DOOR STOP HAGER 242F x 626

-1 THRESHOLD HAGER 403S-AL

HD-5:

-1-1/2 PAIR BUTT HINGES HAGER WTBB 1199 41/2" x 5" x 626

-1 LOCKSET SCHLAGE L 9080 x 626

-1 DOOR STOP ROCKWOOD 482 x US626D

-1 SET WEATHERSTRIP HAGER 736 (SILICONE)

-1 THRESHOLD HAGER 412

-1 CLOSER CORBIN RUSSWIN DC4602

-1 SWEEP HAGER 770S

HD-6

-HARDWARE BY DOOR MANUF. INTERIOR LOCK HASP. ALSO SEE SPECS.

HARDWARE NOTES:

1. ALL CYLINDERS SHALL BE KEYED TO ACCEPT BEST CORES.

2. ALL LEVERED HANDLE HARDWARE SHALL BE HANDICAP ACCESSIBLE.

3. DEADBOLT KEYED FROM OUTSIDE & THUMBTURN INSIDE.

4. DEADBOLT KEYED FROM OUTSIDE & EXIT ONLY THUMBTURN INSIDE.

5. ALL HARDWARE TO HAVE A SATIN STAINLESS STEEL FINISH.

A2014

A201

A201

A201

A301

RECEPTION

LIFEGUARD

CONCESSION

103A WOMEN'S

RESTROOM

105A

WOMEN'S

ADA

106A

MEN'S

RESTROOM

107A

CHASE

65' - 4" 10' - 0"

SECTION OF BLDG. W/ HEATING & VENTILATION

33' - 4"

5' - 4" 4' - 0" 3' - 4" 2' - 0" 4' - 0" 1' - 4"

4' - 0"

65' - 4" 10' - 0" 33' - 4"

5' - 4" 6' - 0" 4' - 0" 3' - 4" 1' - 4" 1' - 4" 6' - 0"

ABOVE CUT PLANE

HIGH WINDOW

4' - 0"

ABOVE CUT PLANE

HIGH WINDOW

4' - 0" 7' - 4"

A B O

V E

C U T

P L A N E

H I G H W

I N D O

W

- 0

A B O

V E

C U T

P L A N E

H I G H W

I N D O

W

- 0

1' - 4" CUT PLANE

HIGH WINDOW ABOVE

4' - 0"

2' - 0"

3' - 4" 3' - 4" 3' - 4" 3' - 4"

2' - 0" CUT PLANE

HIGH WINDOW ABOVE

4' - 0"

1' - 4"

1'

1'

C U T

P L A N E

H I G H W

I N D O

W A

B O

V E

- 0

C U T

P L A N E

H I G H W

I N D O

W A

B O

V E

- 0

- 0

8" 3' - 4"

11' - 4"

5' - 8" 3' - 8" 10' - 8" 8"

2' - 8" 14' - 4" 8"

- 0

ALIGN

1'

A301

A301

8"

A402 4

A402

A402

105 107106

101A

102A

103A

102B103E

101B

A305

K5

K4

K3

K3

K8

K10

K2

K7

D

B2

F

N.I.C.

B

B

B

C

B

B

C

C

C

C

C

A305

FE

108' - 8"

K7

K1

K9K9

K11

K4

K7

K7

1'

3' - 4"

ABOVE CUT PLANE

HIGH WINDOW

4' - 0" 6' - 8"

ABOVE CUT PLANE

HIGH WINDOW

4' - 0" 9' - 4"

ABOVE CUT PLANE

HIGH WINDOW

4' - 0" 2' - 8"

ABOVE CUT PLANE

HIGH WINDOW

4' - 0"

3' - 4"

CUT PLANE

HIGH WINDOW ABOVE

4' - 0" 6' - 8"

CUT PLANE

HIGH WINDOW ABOVE

4' - 0"

8' - 8" 12' - 0" 6' - 0" 6' - 8" 8' - 8"

8' - 0"

"6

12' - 0"

20' - 8" 6' - 0" 6' - 8"

3' - 4" 8"

- 8

103D

103C

103B

105B

106B

107B

STORAGE

103C

JAN.

103B

MEN'S

RESTROOM

107B

MEN'S ADA

106B

WOMEN'S

RESTROOM

105B

HOOD W/ FIRE

SUPPRESSION, SEE

M-DWGS

A401

A401

A402

D

C

C

D

D

FE

S E E

S C H D

2" SEE SCHD. 2" 2" SEE SCHD. 2"

S E E

S C H D

A B C

S E E

D W

G S

S E E

S C H D

SEE SCHD. S

E E

S C H D

SEE SCHD.

D

ALL EXTERIOR DOORS TO BE INSULATED.

A B

4' - 0"

4' - 0"

FROSTED

GLAZING

AWNING

1 2 3 4 5

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman Davidson Dooley, Inc.

A B

C D

1640 Powers Ferry Road

Building One

Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

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REVISIONS

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02/20/2024

JEW

DCM

FLOOR PLAN &

SCHEDULES

12103500

A101

Baldwin County

Baldwin County Aquatic Facility

59 GA-22

Milledgeville, GA 31061

Permit Set

B a ld w in C o u n ty

A q u a tic F a ci lit y

1601 N Columbia Street Suite 220

Milledgeville, GA 31061

M ill e d g e v ill e G e o rg ia

W a lte r

B

W ill ia m s Jr

P a rk

1/4" = 1'-0"1

FLOOR PLAN

N

TR

UE

N O R

TH

MARK TYPE WIDTH HEIGHT

DOOR FRAME DETAILS HD.

SET COMMENTSMAT. FINISH MAT. FINISH HEAD JAMB SILL

101A A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-1

101B C 3'-4" 4'-6" ALUM ANODIZED MAN. STND PREFIN 3/A305 - 3/A305 HD-6

102A A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 10/A305 HD-4

102B A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-1

103A A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 10/A305 HD-1

103B A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 10/A305 HD-1

103C A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 10/A305 HD-1

103D C 5'-4" 4'-6" ALUM ANODIZED MAN. STND PREFIN 1/A305 - 1/A305 HD-6

103E C 5'-4" 4'-6" ALUM ANODIZED MAN. STND PREFIN 1/A305 - 1/A305 HD-6

105 A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-3

105B A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-3

106 A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-2

106B A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-2

107 A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-3

107B A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 A/305 HD-3

108 A 3'-0" 7'-0" HM PTD HM PTD 6/A305 5/A305 4/A305 HD-5

MARK DESCRIPTION COMMENTS

K1 THREE-COMPARTMENT SINK, SEE PLUMBING

DWGS

BY CONTRACTOR

K2 DRINK COOLER N.I.C.

K3 2.0 CU.FT. COUNTERTOP MICROWAVE OVEN,

WHITE - BASIS OF DESIGN: GE JES2051DNWW

BY CONTRACTOR

K4 27" WARMING DRAWER, STAINLESS STEEL -

BASIS OF DESIGN: GE PROFILE SERIES

PKW7000SPSS

BY CONTRACTOR

K5 ICE CREAM COOLER N.I.C.

K7 24"X60"X74" NSF CHROME WIRE 5-SHELF

UNIT - BASIS OF DESIGN: REGENCY

BY CONTRACTOR

K8 19.2 CU.FT. TOP-FREEZER REFRIGERATOR,

WHITE - BASIS OF DESIGN: GE GTE19JTNRWW

BY CONTRACTOR

K9 14.1 CU.FT. UPRIGHT FREEZER, WHITE - BASIS

OF DESIGN: GE FUF14DLR

BY CONTRACTOR

K10 MANITOWOC UD-0140A - 132 LB

PRODUCTION CAPACITY - 90 LB STORAGE

CAPACITY – AIR COOLED - ENERGY STAR

RATED, PROVIDE WATER FILTER IF

RECOMMENDED BY MANUF.

BY CONTRACTOR

K11 36" WIDE HEAVY-DUTY ELECTRIC RANGE,

STAINLESS STEEL, 2 BURNERS, 1 GRIDDLE, 1

OVEN - BASIS OF DESIGN: GARLAND

36ER32-3

BY CONTRACTOR

K12 18" WIDE ELECTRIC RESTAURANT FRYER,

STAINLESS STEEL - BASIS OF DESIGN:

GARLAND S18F, 12KW

BY CONTRACTOR

MARK DESCRIPTION

A 8" CMU TO 10' - 0"

B 8" CMU UP TO 6'-8" HIGH. THE TOP CMU BLOCK OF THE PARTITION IS

TO BE AN INVERTED U-BLOCK CAP

C 4" CMU UP TO 6'-8" HIGH. THE TOP CMU BLOCK OF THE PARTITION IS

TO BE AN INVERTED U-BLOCK CAP. PROVIDE VERTICAL

REINFORCING @ 48" O.C. MIN INSIDE ALL 4" CMU WALLS AND

HORIZONTAL BELOW CAP BLOCK

D 4" CMU UP TO 10'-0" HIGH

1 03/01/24 Add. #1 david Text Box

BALDWIN COUNTY AQUATIC FACILITY

MECHANICAL BLDG.

PLANS

S102

DWH

DWH

D C

A

51 2 3 4

B

51 2 3 4

D C

A B

H K S E Harrell Kane Structural Engineers, Inc.

760 Old Roswell Road Ste 332 Roswell, Georgia 30076 ph 404.920.4780

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman Davidson Dooley, Inc.

1640 Powers Ferry Road Building One Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

STATUS

QC

DATE

DRAWN

JOB

SHEET

REVISIONS

THIS DR

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IS THE

PRO

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LYM

AN D

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121035.00

Ba ld w in

C ou nt y

Aq ua tic F ac ilit y W al te r B . W illi am s Jr

. P ar k M ille dg ev ille

, G eo rg ia

Baldwin County Aquatic Facility

59 GA-22

Milledgeville, GA 31061

02/20/2024

Permit Set

Baldwin County 1601 N Columbia Street Suite 220 Milledgeville, GA 31061

1 02/29/24 ADDENDUM 1

AutoCAD SHX Text 4" / 12"

AutoCAD SHX Text 4" / 12"

AutoCAD SHX Text

POOL

AutoCAD SHX Text

MECH.

AutoCAD SHX Text P101

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text P102

AutoCAD SHX Text

CHEMICAL

AutoCAD SHX Text P103

AutoCAD SHX Text

CHEMICAL

AutoCAD SHX Text P104

AutoCAD SHX Text 4" / 12"

AutoCAD SHX Text 4" / 12"

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SPLASHPAD MECHANICAL BLDG

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 1/4" = 1'-0

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SPLASHPAD MECHANICAL BLDG

AutoCAD SHX Text

FOUNDATION/FLOOR

AutoCAD SHX Text 1/4" = 1'-0

AutoCAD SHX Text C.J.

AutoCAD SHX Text C.J.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

POOL MECHANICAL BLDG

AutoCAD SHX Text

FOUNDATION/FLOOR

AutoCAD SHX Text 1/4" = 1'-0

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

POOL MECHANICAL BLDG

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 1/4" = 1'-0

AutoCAD SHX Text C.J.

AutoCAD SHX Text C.J.

AutoCAD SHX Text C.J.

AutoCAD SHX Text C.J.

AutoCAD SHX Text C.J.

AutoCAD SHX Text FOUNDATION PLAN NOTES: 1. S.A.D. FOR DIMENSIONS, ELEVATIONS, SLOPES, AND S.A.D. FOR DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS. 2. SLAB ON GRADE IS 4" THICK W/ 6x6-W2.9xW2.9 WWF ON SLAB ON GRADE IS 4" THICK W/ 6x6-W2.9xW2.9 WWF ON COMPACTED SUBGRADE. S.A.D. FOR VAPOR BARRIER REQUIREMENTS. 3. SEE SECTION 2 OF GENERAL NOTES SHEET S-001 FOR SEE SECTION 2 OF GENERAL NOTES SHEET S-001 FOR ADDTIONAL SLAB ON GROUND AND FOUNDATION INFORMATION. 4. PROVIDE SLAB REINFORCING AT CORNERS AS INDICATED PROVIDE SLAB REINFORCING AT CORNERS AS INDICATED IN DETAIL 2/S201. 5. INDICATES EXTERIOR/LOAD BEARING 8" CMU INDICATES EXTERIOR/LOAD BEARING 8" CMU WALL, REINFORCED W/ #5 @ 32" OC MAX. SEE DETAIL 4/S201 FOR TYP. INFORMATION. 6. INDICATES INTERIOR/NON-LOAD BEARING 8" INDICATES INTERIOR/NON-LOAD BEARING 8" CMU WALL, REINFORCED W/ #4 @ 48" OC MAX. LEAVE 1 1/2" GAP BETWEEN TOP OF CMU AND BOTTOM OF ROOF TRUSSES.

AutoCAD SHX Text ROOF PLAN NOTES: 1. S.A.D. FOR DIMENSIONS, ELEVATIONS, SLOPES, AND S.A.D. FOR DIMENSIONS, ELEVATIONS, SLOPES, AND DRAINS. 2. ROOF FRAMING SHALL BE MIN. 15/32" PLYWD/OSB ON ROOF FRAMING SHALL BE MIN. 15/32" PLYWD/OSB ON PRE-ENGINEERED ROOF TRUSSES @ 24" OC MAX. 3. SEE DETAIL 11/S201 FOR ROOF SHEATHING ATTACHMENT SEE DETAIL 11/S201 FOR ROOF SHEATHING ATTACHMENT REQUIREMENTS.

AutoCAD SHX Text SEE DETAIL 5B/S201 FOR CMU OPENING INFO. AT OPENINGS LARGER THAN 6'-6" WIDE BUT SMALLER THAN 12'-0" WIDE

AutoCAD SHX Text SEE DETAIL 5B/S201 FOR CMU OPENING INFO. AT OPENINGS LARGER THAN 6'-6" WIDE BUT SMALLER THAN 12'-0" WIDE

AutoCAD SHX Text

SEE DETAIL 5A/S201 FOR CMU OPENING INFO. AT OPENINGS SMALLER THAN 6'-6" WIDE

AutoCAD SHX Text

SEE DETAIL 5A/S201 FOR CMU OPENING INFO. AT OPENINGS SMALLER THAN 6'-6" WIDE

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

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AutoCAD SHX Text S201

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AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

AutoCAD SHX Text

AutoCAD SHX Text S201

John Williams Rectangle

John Williams Text Box

NOT IN SCOPE

david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 4

NOT TO SCALE

1 2 3 4 5

A B

C D

1 2 3 4 5

A B

C D

P:\22107\22107pm201.dgn

$REF001

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$REF036

$REF037

$REF038

$REF039

$REF040

DATE PLOTTED

DGN FILE

29-FEB-2024

REFERENCE FILES

316 CORPORATE PARKWAY

NBP Engineers, Inc.

MACON, GEORGIA 31210

NBP

ENGINEERS

478-745-1691 www.nbpengineers.com

CONSULTANTS

T H

IS

D

R A

W

IN

G I S T

H E P

R O

P E

R T

Y O

F L

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A N D

A V

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R O J E

C T I T S

H A

L L B

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H T A

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D A

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121035.00

W a lt e r

B

W il li a m s J r.

P a rk

B a ld w in C o u n ty A q u a ti c F a c il it y

M il le d g e v il le

G e o rg ia

Aquatic Facility

Baldwin County

59 GA-22

Milledgeville, GA 31061

Baldwin County 1601 N Columbia Street

Suite 220

Milledgeville, GA 31061

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman

Davidson

Dooley, Inc.

1640 Powers Ferry Road

Building One

Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

STATUS

QC

DATE

DRAWN

JOB

SHEET

REVISIONS

EXPIRES: 06.30.2024

COA#PEF000774

NBP ENGINEERS, INC.

Permit Set

2/20/2024

EQUIPMENT

REQ'D CLEAR AREA

POOL

MECH.

P101

STORAGE

P102

CHEMICAL

P103

CHEMICAL

P104

EQUIPMENTEQUIPMENT

EQUIPMENT

SCALE:

= 1'-0

4 0 2 4 8

N O

R T

H

T R

U E N

PM201

4"W-BF

4"FCO

4"W-BF

FOR PIPING CONTINUATION.

REFER TO CIVIL DRAWINGS

2"V-UP2"VTR

BELOW FINISHED FLOOR.

INVERT@BUILDING=3.00'

(2WAY)

4"GCO

SCALE:

= 1'-0

4 0 2 4 8

POOL MECH. FLOOR PLAN - PLUMBING

SPLASH PAD MECH. FLOOR PLAN - PLUMBING

FLOOR PLANS - PLUMBING

MECHANICAL BLDG. -

POOL & SPLASH PAD

4"FCO

4"W-BF

FOR PIPING CONTINUATION.

REFER TO CIVIL DRAWINGS

2"V-UP2"VTR

BELOW FINISHED FLOOR.

INVERT@BUILDING=3.00'

(2WAY)

4"GCO

WITH TRAP SEAL ASSEMBLY.

4"FLOOR DRAIN TYPE 'B'

ASSEMBLY.

TRAP SEAL

TYPE 'B' WITH

4"FLOOR DRAIN

FOR POOL BACKWASH.

WITH 12" HUB

6" HUB DRAIN

6"W-BF

FOR PIPING CONTINUATION.

REFER TO CIVIL DRAWINGS

2"V-UP

BELOW FINISHED FLOOR.

INVERT@BUILDING=4.00'

(2WAY)

4"GCO

6"W

2"V-AC

6"W-BF

FOR PIPING CONTINUATION.

REFER TO CIVIL DRAWINGS

2"V-UP

BELOW FINISHED FLOOR.

INVERT@BUILDING=4.00'

(2WAY)

4"GCO

6"W

2"V-AC

SPLAH PAD BACKWASH.

WITH 12" HUB FOR

6" HUB DRAIN

1 03/01/24 Add. #1

John Williams Rectangle

John Williams Text Box

NOT IN SCOPE

david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 5

B

C D

1 2 3 4 5

A B

C D

P:\22107\22107mm201.dgn

$REF001

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$REF034

$REF035

$REF036

$REF037

$REF038

$REF039

$REF040

DATE PLOTTED

DGN FILE

29-FEB-2024

REFERENCE FILES

316 CORPORATE PARKWAY

NBP Engineers, Inc.

MACON, GEORGIA 31210

NBP

ENGINEERS

478-745-1691 www.nbpengineers.com

CONSULTANTS

T H

IS

D

R A

W

IN

G I S T

H E P

R O

P E

R T

Y O

F L

Y M

A N D

A V

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R O J E

C T I T S

H A

L L B

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WSH

121035.00

W a lt e r

B

W il li a m s J r.

P a rk

B a ld w in C o u n ty A q u a ti c F a c il it y

M il le d g e v il le

G e o rg ia

Aquatic Facility

Baldwin County

59 GA-22

Milledgeville, GA 31061

Baldwin County 1601 N Columbia Street

Suite 220

Milledgeville, GA 31061

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman

Davidson

Dooley, Inc.

1640 Powers Ferry Road

Building One

Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

STATUS

QC

DATE

DRAWN

JOB

SHEET

REVISIONS

EXPIRES: 06.30.2024

COA#PEF000774

NBP ENGINEERS, INC.

Permit Set

2/20/2024

EQUIPMENT

REQ'D CLEAR AREA

POOL

MECH.

P101

STORAGE

P102

CHEMICAL

P103

CHEMICAL

P104

EQUIPMENTEQUIPMENT

EQUIPMENT

SCALE:

= 1'-0

4 0 2 4 8

N O

R T

H

T R

U E N

MM201

12"x6" AVD

EUH-2

EF-4

EF-2

D D

D

D

NOTES:(THIS SHEET ONLY)

w/FULLSIZE 18" PLENUM

48"x24" EA LOUVER w/FULLSIZE 18" PLENUM

48"x16" OA INTAKE LOUVER

18"x12" AVD

EF-3

3 4

TERMINATE DUCT AT 0'-6" AFF WITH PVC COATED SCREENED OPENING.

PVC EXHAUST DUCT.

INTERLOCK WITH EF-2 AND EF-3.

4 INTERLOCK WITH EF-4.

6"{6"{

POOL MECH. FLOOR PLAN - HVAC

SCALE:

= 1'-0

4 0 2 4 8

SPLASH PAD MECH. FLOOR PLAN - HVAC

EF-7

EF-6

EF-8

w/FULLSIZE 18" PLENUM

36"x24" EA LOUVER

D D

D

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6"{

6"{

6"{

6"{

12"x12" AVD

12"x6" AVD

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FLOOR PLANS - HVAC

MECHANICAL BLDG. -

POOL & SPLASH PAD

6"{

6"{

FD

FD

1 03/01/24 Add. #1

John Williams Rectangle

John Williams Text Box

NOT IN SCOPE

david Text Box

BALDWIN COUNTY AQUATIC FACILITY

B

C D

1 2 3 4 5

A B

C D

P:\22107\22107em201.dgn

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$REF031

$REF032

$REF033

$REF034

$REF035

$REF036

$REF037

$REF038

$REF039

$REF040

DATE PLOTTED

DGN FILE

29-FEB-2024

REFERENCE FILES

316 CORPORATE PARKWAY

NBP Engineers, Inc.

MACON, GEORGIA 31210

NBP

ENGINEERS

478-745-1691 www.nbpengineers.com

CONSULTANTS

T H

IS

D

R A

W

IN

G I S T

H E P

R O

P E

R T

Y O

F L

Y M

A N D

A V

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D I

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A R

T I T I S N

O T T

O B

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S E

D O

N A

N Y O

T H

E R P

R O J E

C T I T S

H A

L L B

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N E

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121035.00

W a lt e r

B

W il li a m s J r.

P a rk

B a ld w in C o u n ty A q u a ti c F a c il it y

M il le d g e v il le

G e o rg ia

Aquatic Facility

Baldwin County

59 GA-22

Milledgeville, GA 31061

Baldwin County 1601 N Columbia Street

Suite 220

Milledgeville, GA 31061

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman

Davidson

Dooley, Inc.

1640 Powers Ferry Road

Building One

Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

STATUS

QC

DATE

DRAWN

JOB

SHEET

REVISIONS

EXPIRES: 06.30.2024

COA#PEF000774

NBP ENGINEERS, INC.

Permit Set

2/20/2024

EQUIPMENT

REQ'D CLEAR AREA

POOL

MECH.

P101

STORAGE

P102

CHEMICAL

P103

CHEMICAL

P104

EQUIPMENTEQUIPMENT

EQUIPMENT

EQUIPMENT

REQ'D CLEAR AREA

POOL

MECH.

P101

STORAGE

P102

CHEMICAL

P103

CHEMICAL

P104

EQUIPMENTEQUIPMENT

EQUIPMENT

EQUIPMENT

REQ'D CLEAR AREA

POOL

MECH.

P101

STORAGE

P102

CHEMICAL

P103

CHEMICAL

P104

EQUIPMENTEQUIPMENT

EQUIPMENT

EUH-2

EF-4

EF-2

EF-3

P O

L E

P O

L E

P O

L E

P O

L E

PANEL LPOOL

POWERSTYLE, APPROX. 30 INCHES WIDE, MAX 250 AMP BRANCH

LOCATION:

TRIP

3. PROVIDE GFCI BREAKERS FOR EXTERIOR LIGHTING CIRCUITS. 5. PROVIDE WITH FEED THRU LUGS.

2. PROVIDE SHUNT TRIP TYPE BREAKER FOR CIRCUITS 1, 13, 19, & 25. 4. SERVICE ENTRANCE RATED.

1. A (C ) IN THE SERVES COLUMN INDICATES THIS CIRCUIT IS ROUTED THRU AN ADJACENT LIGHTING CONTACTOR.

NOTES

Minimum KAIC:

CKT

MULTISECTION CONN AMPS

MULTISECTION CONN V A

PANEL SECTION CONN AMPS

PANEL SECTION CONN V A

SPARE

SPARE

EF-4

EF-3

(SHUNT TRIP)

PUMP SKID - PROPULSION

(SHUNT TRIP)

PUMP SKID - SLIDE

(SHUNT TRIP)

PUMP SKID - LAZY RIVER

(10 KW)

EUH-1

(SHUNT TRIP)

PUMP SKID - MAIN POOL

SERVES

WIRE

PH,

27932

27932

27932

11840

11840

11840

10399

10399

10399

AMPS

VOLT-

NEW

64663

64663

29022

12930

11489

A

PHASE LOAD V.A.

65013

65013

29022

12930

11489

B

FED BY

64563

64563

29022

12930

11489

C

GPCO PADMOUNT XMFR

AMPS

VOLT-

SURGE

EF-2

POLE LTS (C )

POLE LTS (C )

POLE LTS (C )

POLE LTS (C )

POLE LTS (C )

POLE LTS (C )

EXT LTS POOL MECH (C )

REC-POOL MECH

EXT REC POOL MECH

REC-POOL MECH

LTS-POOL MECH

SERVES

SHUNT TRIP

1/2"

1"

1"

1"

1"

1"

1"

1/2"

1/2"

1/2"

1/2"

3/4"

CD.

MCB

3#12

1#12G

2#8

1#12G

2#8

1#12G

2#8

1#12G

2#8

1#12G

2#8

1#12G

2#8

3#12

3#12

3#12

3#12

3#10

WIRE

SURFACE

TRIP

MOUNTED

AMPS

CKT

3#12

3#12

1#2G AL

4#350 AL

1#6 G AL

3#1AL

1#6 G AL

3#1AL

1#8G AL

4#3AL

1#6 G AL

4#1AL

WIRE

1/2"

1/2"

4"

2"

2"

1.25"

2"

CD.

LPOOL

LC

LPOOL

LC

SCALE:

= 1'-0

4 0 2 4 8

N O

R T

H

T R

U

E NN

O

R T

H

T R

U E N

SCALE:

= 1'-0

4 0 2 4 8

EM201

SCALE:

= 1'-0

4 0 2 4 8

N O

R T

H

T R

U E N

D D

D D

D D

D

D

ON WALL ABOVE DOOR

P P

LPOOL

COORDINATE ALL PUMP INTERLOCKS WITH THE POOL CONSULTANT PRIOR TO START UP.

ELECTRIC CODE. EXAMPLES INCLUDE, BUT ARE NOT LIMITED TO:

POOL AREA TO BE GROUNDED AND BONDED ACCORDING TO ARTICLE 680 OF THE NATIONAL

FOR CONNECTION TO AWG SIZE 8 WIRE PROVIDING A MINIMUM ONE SPARE TERMINAL.

OR CLAMPS OF BRASS, COPPER, OR COPPER ALLOY. ALL GROUND BUSSES SHALL BE SIZED

BONDING CONNECTOR TO COMMON GRID SHALL BE MADE BY PRESSURE CONNECTORS

CIRCUITS CAN BE COMBINED IN A SINGLE HOMERUN CONDUIT.

PROVIDE DEDICATED NEUTRALS FOR ALL BRANCH CIRCUITS. UP TO A MAXIMUM OF THREE

ALL REINFORCING STEEL

INSERTS IN THE POOL AND DECK SHALL BE GROUNDED. PROVIDE GROUNDING LUGS FOR

#8 SOLID BARE COPPER. POOL STRUCTURAL STEEL AND ALL METAL ANCHORS AND

GROUND SYSTEM (IE PANEL GROUND BUS AND POOL REINFORCEMENT STEEL GRID) WITH

GUARDRAILS, STANCIONS) ETC. WITHIN 5FT OF POOL SHALL BE BONDED INTO THE COMMON

ANY METAL PARTS, PIPE, CONDUIT, METAL FITTINGS IMPLANTED IN DECK (DIVING BOARDS,

REINFORCEMENT STEEL WITH #8 SOLID BARE COPPER.

CIRCULATION SHALL BE BONDED TO PANEL GROUND BUS, AND THE DECK AND POOL

ANY METAL PARTS OF THE ELECTRICAL EQUIPMENT IN CONTACT WITH POOL WATER

B

C

D

E

F

SPACE SHALL ALSO BE PVC TO MATCH.

GREATER THAN 2" OR SCHEDULE 40 WHEN LESS THAN 2". ALL JUNCTION BOXES LOCATED WITHIN THIS

ALL CONDUIT EXPOSED WITHIN POOL & SPRAY PAD MECHANICAL SHALL BE THICKWALL PVC DB WHEN

WP

WP

WP

LPOOL-1

LPOOL-2

LPOOL-2

WP6

M M

LPOOL-7

M

POOL MECH. FLOOR PLAN - LIGHTING POOL MECH. FLOOR PLAN - POWER

POOL MECH. FLOOR PLAN - SYSTEMS/HVAC POWER

ELECTRICAL

BLDG - FLOOR PLANS -

POOL MECHANICAL

D

LPOOL-2

D

D

D

EQUIPMENT SKID

TO MAIN POOL

MAKE CONNECTION

K

PE

LPOOL-13

D DD

OR 120 VOLTS. COORDINATE WITH ALL TRADES PRIOR TO ORDERING ANY EQUIPMENT.

AND THE POOL EQUIPMENT TO BE PROVIDED. ALL EQUIPMENT TO BE SUPPLIED AT 208VOLTS/3 PHASE

REFER TO POOL EQUIPMENT DRAWINGS FOR CONTROL DIAGRAMS, FINAL SEQUENCE OF POOL OPERATIONS, FOR MAIN POOL

AS INPUT TO SHUNT TRIP BREAKER

SHUNT TRIP PUSHBUTTON ACTS

NOTES:(THIS SHEET ONLY)

WITH STAINLESS STEEL COVER, POINT PHOTOCELL NORTH, AVOID MANMADE OBSTRUCTIONS.

PHOTOCELL ACTS AS INPUT TO CONTACTOR. MOUNT AT 8' ABOVE GRADE IN WP BOX

OF POLES REQUIRED.

PROVIDE WITH HAND/AUTO/OFF CONTROL ON BOX FRONT. SEE PANEL SCHEDULES FOR QTY

PROVIDE A MULTI-POLE LIGHTING CONTACTOR WHICH WILL ACCEPT INPUT FROM PHOTOCELL.

K

PHOTOCELL ON/OFF

LPOOL-10

PHOTOCELL ON/OFF

LPOOL-10

PHOTOCELL ON/OFF

LPOOL-10

PHOTOCELL ON/OFF

LPOOL-10

LPOOL-25

SKID

W/ PROPULSION PUMP

TO PANEL PROVIDED

MAKE CONNECTION

SKID

W/ SLIDE EQUIPMENT

TO PANEL PROVIDED

MAKE CONNECTION

LPOOL-19

SKID

FILTER EQUIPMENT

TO LAZY RIVER

MAKE CONNECTION

60A/3P

LPOOL-31

LPOOL-36

LPOOL-33

2 WITH CONTROL PANEL

COORDINATE LOCATION

2 WITH CONTROL PANEL

COORDINATE LOCATION

BLDG

IN POOL RESTROOM

TO DATA CLOSET

BLDG

IN POOL RESTROOM

TO DATA CLOSET

GENERAL NOTES:(THIS SHEET ONLY)

LC

1 03/01/24 Add. #1 david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 6

B

C D

1 2 3 4 5

A B

C D

P:\22107\22107e102.dgn

$REF001

$REF002

$REF003

$REF004

$REF005

$REF006

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$REF009

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$REF011

$REF012

$REF013

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$REF016

$REF017

$REF018

$REF019

$REF020

$REF021

$REF022

$REF023

$REF024

$REF025

$REF026

$REF027

$REF028

$REF029

$REF030

$REF031

$REF032

$REF033

$REF034

$REF035

$REF036

$REF037

$REF038

$REF039

$REF040

DATE PLOTTED

DGN FILE

01-MAR-2024

REFERENCE FILES

316 CORPORATE PARKWAY

NBP Engineers, Inc.

MACON, GEORGIA 31210

NBP

ENGINEERS

478-745-1691 www.nbpengineers.com

CONSULTANTS

T H

IS

D

R A

W

IN

G I S T

H E P

R O

P E

R T

Y O

F L

Y M

A N D

A V

ID

S O

N D

O O

L E

Y I

N C

O R

P O

R A

T E

D A

R C

H

IT

E C

T S I T I S N

O T T

O B

E R

E P

R O

D U

C E

D I

N W

H O

L E O

R I

N P

A R

T I T I S N

O T T

O B

E U

S E

D O

N A

N Y O

T H

E R P

R O J E

C T I T S

H A

L L B

E R

E T

U R

N E

D U

P O

N R

E Q

U E S

T C

O P

Y R

IG

H T A

S D

A T E

D L

Y M

A N D

A V

ID

S O

N D

O O

L E

Y N

O T V

A L

ID

U

N L E S S S

IG

N E

D A

N D S

E A

L E

D

KMS

JCW

121035.00

W a lt e r

B

W il li a m s J r.

P a rk

B a ld w in C o u n ty A q u a ti c F a c il it y

M il le d g e v il le

G e o rg ia

Aquatic Facility

Baldwin County

59 GA-22

Milledgeville, GA 31061

Baldwin County 1601 N Columbia Street

Suite 220

Milledgeville, GA 31061

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman

Davidson

Dooley, Inc.

1640 Powers Ferry Road

Building One

Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

STATUS

QC

DATE

DRAWN

JOB

SHEET

REVISIONS

EXPIRES: 06.30.2024

COA#PEF000774

NBP ENGINEERS, INC.

Permit Set

2/20/2024

E102

NOT TO SCALE

GROUNDING LOOP

GROUNDING LOOP

STRUCTURAL STEEL

BUILDING METAL/

STARTING BLOCKS

METAL DRAINS

SUPPLY JETS

METAL WATER

WATER CIRCULATING EQUIPMENT

TO FUNBRELLA ANCHOR

FENCES AND METAL DOOR FRAMES

OF THE POOL AND <12'-0" ABOVE THE POOL

FIXED METAL OBJECTS <5'-0" FROM THE WALL

GG GG

G

G

G

G G

G

G G

G

G

G

G

GG

G

G

GG

G

GROUNDING LOOP

DIAGRAMATIC POOL EQUIPMENT BONDING

SHALL BE #8 AWG SOLID COPPER.

*NOTE* - UNLESS NOTED OTHERWISE ALL GROUND CONDUCTORS

QTY & LOCATIONS.

*NOTE* - NOT ALL ITEMS SHOWN. SEE PL SERIES DRAWINGS FOR

AND HANDRAILS

POOL LADDERS

POOL SHELL REINFORCING STEEL

HORZONTAL AND VERTICAL

GRADE

NOT TO SCALE

x

POLE: 110 MPH WIND WITHSTAND FOR

LUMINAIRES PROVIDED ON THIS POLE

REINFORCEMENT:

24" FOR 25'-35' POLE

18" FOR 15'-24' POLE

12" FOR 8'-14' POLE

6' FOR 25'-35' POLE

5' FOR 15'-24' POLE

3' FOR 8'-14' POLE

ANCHOR BOLTS, WASHERS, LOCKWASHERS,

GROUND ROD; IN BASE OR ADJACENT

BELOW GRADE

6X6X10 GA. WELD WIRE MESH IN A

CYLINDER WITH 4 #5 VERTICAL REBAR,

HEIGHT OF FOUNDATION; TIED TO

ANCHOR BOLTS.

HAND HOLE & COVER AS LARGE

AS POSSIBLE FOR THE POLE TYPE

EXPOSED FOUNDATION:

WITHIN 3 FT. OF DRIVE=24"

GRASSED WALK AREA=6"

PAVED WALK AREA=FLUSH

PLANTER=6"

CIRCUIT:

MINIMUM 1" PVC

BASE COVER

LEVELING NUTS, BASE COVER.

PROVIDE IN-LINE

FUSE AND HOLDER

MOUNTED AT HANDHOLE

FOR BALLAST.

POLE AND LUMINAIRE AS SCHEDULED

AND SPECIFIED

2" CHAMFER x 45 DEGREES CONCRETE:

3000 PSI AT 28 DAYS HAND FINISH

ABOVE GRADE.

MINIMUM 12" BELOW GRADE

GROUNDING LUG, EXOTHERMICALLY

WELDED TO GROUND ROD

" PVC BONDED TO POLE 1/21#6 -

" X 8"-0", TOP AT 12" 3/4TO BASE,

POLE BASE DETAIL (TYPICAL)

ELECTRICAL

SITE DETAILS -

T

LPOOL

800A

L1

400A PE

SINGLE LINE POWER RISER DIAGRAM

18"MIN BURIAL

GROUND

ROD SERVICE

5/8"X10' COPPER

10'-0" MIN

PE PE

GROUND

ROD SERVICE

5/8"X10' COPPER

LSPLASH

200A

SPLASHPAD MECHANICAL

T

GROUND

ROD SERVICE

5/8"X10' COPPER

POOL RESTROOM BLDG POOL/SLIDE/LAZY RIVER MECHANICAL

3#250MCM AL, 4"C

2 SETS OF

3#400MCM AL, 4"C

3 SETS OF

2"C

10'-0" MIN

BY GEORGIA POWER COMPANY

NEW UNDERGROUND PRIMARY

BY GEORGIA POWER COMPANY

NEW UNDERGROUND PRIMARY

ACUITY NLITE SERIES

SIMILAR TO CURRENT NX SERIES OR

TIMECLOCK & PHOTOCELL INPUT

PANEL W/ ASTRONOMICAL

LIGHTING CONTACTOR

MULTI-RELAY FEED THRU

ACUITY NLITE SERIES

SIMILAR TO CURRENT NX SERIES OR

TIMECLOCK & PHOTOCELL INPUT

PANEL W/ ASTRONOMICAL

LIGHTING CONTACTOR

MULTI-RELAY FEED THRU

NOT TO SCALE

NOTES:(THIS SHEET ONLY)

SEE PANEL SCHEDULES FOR QTY OF RELAYS REQUIRED.2

CABINET

UNDERGROUND CONNECTION

PADMOUNT XMFR OR

GEORGIA POWER COMPANY

208V/3PH

CABINET

UNDERGROUND CONNECTION

PADMOUNT XMFR OR

GEORGIA POWER COMPANY

208V/3PH

100A

UNISTRUT FRAME

LPRK

METER BASE BY CONTRACTOR.

MOUNTING HEIGHT WITH POWER COMPANY,

MOUNT ON UNISTRUT FRAME. COORDINATE

FROM PARKING POLES

DIRECTLY ABOVE EXISTING CONDUIT STUB UPS

WHICH MATCHES THE EXISTING.TO BE INSTALLED

WITH 12 POLES AND A BREAKER CONFIGURATION

PANEL WITH NEW 100A 240V/120V LOADCENTER

REPLACE PARKING LOT LIGHTING DISTRIBUTION

POLES

PARKING LOT

TO EXISTING

CIRCUITS TO NEW PANEL

CONNECT EXISTING

EXACT LOCATION WITH ARCHITECT

METER BASE BY CONTRACTOR. COORDINATE

MOUNTING HEIGHT WITH POWER COMPANY,

MOUNT ON BUILDING FASCADE COORDINATE

FEED THRU METER BASE.

EXACT LOCATION WITH ARCHITECT

METER BASE BY CONTRACTOR. COORDINATE

MOUNTING HEIGHT WITH POWER COMPANY,

MOUNT ON BUILDING FASCADE COORDINATE

CT'D METER BASE.

EXACT LOCATION WITH ARCHITECT

METER BASE BY CONTRACTOR. COORDINATE

MOUNTING HEIGHT WITH POWER COMPANY,

MOUNT ON BUILDING FASCADE COORDINATE

FEED THRU METER BASE.

3#250MCM AL, 4"C

GENERAL NOTES:(THIS SHEET ONLY)

A

CABINET BY GEORGIA POWER.

ALL PRIMARY UNDERGROUND CABLING TO TRANSFORMER OR CONNECTION

OR CONNECTION CABINET BY CONTRACTOR.

ALL SECONDARY UNDERGROUND CABLING INTO BUILDING FROM TRANSFORMER B

PHOTOCELL NORTH, AVOID MANMADE OBSTRUCTIONS.

MOUNT AT 8' ABOVE GRADE IN WP BOX WITH STAINLESS STEEL COVER, POINT

MAKE FINAL CONNECTIONS.

CONDUCTOR TO ALLOW GPCO TO ROUTE UP POLE &

DISTRIBUTION POLE AND PROVIDE APPROX 30' EXTRA

SECONDARY CABLE TO EXISTING TO REMAIN GPCO

CONTRACTOR TO ROUTE NEW UNDERGROUND

18"MIN BURIAL 18"MIN BURIAL 18"MIN BURIAL

AND ILC.

ACUITY NLITE SERIES, WATTSTOPPER,

SIMILAR TO CURRENT NX SERIES OR

TIMECLOCK & PHOTOCELL INPUT

PANEL W/ ASTRONOMICAL

LIGHTING CONTACTOR

MULTI-RELAY FEED THRU

POLE

GPCO AERIAL DISTRIBUTION

EXISTING TO REMAIN

LC LC LC

1 03/01/24 Add. #1 david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 7

B

C D

1 2 3 4 5

A B

C D

P:\22107\22107e101.dgn

$REF001

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$REF018

$REF019

$REF020

$REF021

$REF022

$REF023

$REF024

$REF025

$REF026

$REF027

$REF028

$REF029

$REF030

$REF031

$REF032

$REF033

$REF034

$REF035

$REF036

$REF037

$REF038

$REF039

$REF040

DATE PLOTTED

DGN FILE

29-FEB-2024

REFERENCE FILES

316 CORPORATE PARKWAY

NBP Engineers, Inc.

MACON, GEORGIA 31210

NBP

ENGINEERS

478-745-1691 www.nbpengineers.com

CONSULTANTS

T H

IS

D

R A

W

IN

G I S T

H E P

R O

P E

R T

Y O

F L

Y M

A N D

A V

ID

S O

N D

O O

L E

Y I

N C

O R

P O

R A

T E

D A

R C

H

IT

E C

T S I T I S N

O T T

O B

E R

E P

R O

D U

C E

D I

N W

H O

L E O

R I

N P

A R

T I T I S N

O T T

O B

E U

S E

D O

N A

N Y O

T H

E R P

R O J E

C T I T S

H A

L L B

E R

E T

U R

N E

D U

P O

N R

E Q

U E S

T C

O P

Y R

IG

H T A

S D

A T E

D L

Y M

A N D

A V

ID

S O

N D

O O

L E

Y N

O T V

A L

ID

U

N L E S S S

IG

N E

D A

N D S

E A

L E

D

KMS

JCW

121035.00

W a lt e r

B

W il li a m s J r.

P a rk

B a ld w in C o u n ty A q u a ti c F a c il it y

M il le d g e v il le

G e o rg ia

Aquatic Facility

Baldwin County

59 GA-22

Milledgeville, GA 31061

Baldwin County 1601 N Columbia Street

Suite 220

Milledgeville, GA 31061

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman

Davidson

Dooley, Inc.

1640 Powers Ferry Road

Building One

Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

STATUS

QC

DATE

DRAWN

JOB

SHEET

REVISIONS

EXPIRES: 06.30.2024

COA#PEF000774

NBP ENGINEERS, INC.

Permit Set

2/20/2024

IE:345.46

15" CMP

IE: 345.27' (E)

IE: 345.37 (NW)

IE: 345.62' (N)

TOP: 350.37

SSMH

GWA

GWA

SIGN

UGB

PP

PP

PP

PP

LP

S

S

S

T

M E

C H

HY

SLOPE = 0.005

15" HDPE

FMFM

FMFM

TOWERTOWER

TOWERTOWER

BCBC

TU

LI

P

TU

LI

P

TU

LI

P

TU

LI

P

TU

LI

P

TU

LI

P

EQUIPMENT

REQ'D CLEAR AREA

EQUIPMENT

EQUIPMENT

EQUIPMENT

E101

ELECTRICAL

SITE PLAN -

SITE PLAN - ELECTRICAL

SCALE: 1 = 20'-0

20 0 10 20 40

PADMOUNT XMFR

NEW GPCO

SECONDARY (BY CONTRACTOR)

PROPOSED NEW UNDERGROUND

SECONDARY (BY CONTRACTOR)

PROPOSED NEW UNDERGROUND

L1

LPOOL

E201, E301

E401

NOTES:(THIS SHEET ONLY)

EXACT LOCATION WITH SERVICE PROVIDER.

TO TELEPHONE CO TOMBSTONE/POLE IN RIGHT OF WAY. COORDINATE

STUB 2-2" PVC OUT OF BUILDING FROM TELECOM DEMARK AND ROUTE

GENERAL NOTES:(THIS SHEET ONLY)

A

CONDUITS/CONDUCTORS.

MINIMUM DEPTH OF 18". PLACE WARNING TAPE 12" ABOVE ALL BURIED

BURY ALL UNDERGROUND CONDUIT AND DIRECT BURIAL CABLES TO A

E

GROUNDING INSTALLATION SHALL CONFORM TO NEC ARTICLE 680.

ALL GROUNDING CONNECTIONS SHALL BE CADWELD OR CLAMP AS STATED PER THE NEC.

ALL GROUNDING CONDUCTOR SHALL BE SOLID COPPER UNLESS OTHERWISE NOTED.

B

C

D

FURTHER INFORMATION.

LIFEGUARD STANDS. REFER TO DETAIL 2/E501 AND THE PL SERIES SHEETS FOR

LOCATED WITHIN 12' VERTICALLY AND 5' HORIZONTALLY OF ANY SLIDE TOWERS/

BOND ALL METAL DEVICES WITHIN 5' OF THE EDGE OF THE POOL AND METAL ITEMS

CONTRACTOR). SEE E5.01 FOR MORE INFORMATION.

APPROXIMATE ROUTE OF UNDERGROUND SECONDARY CONDUCTORS (BY

THIS AREA. BOND TO GND LOOP VIA #8 AWG GND CABLE.

BOND GND CABLE TO HORZONTAL AND VERTICAL POOL SHELL AND PERIMETER SURFACE IN 4

G

G

G

G

G

G

G

G

G

G

G

G G

G

GG

G

G

G

BOND SHADE CANOPY ANCHORS TO GND LOOP VIA #8 AWG GND CABLE.

L1-4

(BY POWER CO)

UNDERGROUND PRIMARY

PROPOSED NEW GPCO

T

LSPLASH

SECONDARY (BY CONTRACTOR)

PROPOSED NEW UNDERGROUND

(BY POWER CO)

UNDERGROUND PRIMARY

PROPOSED NEW GPCO

W/ OVERHEAD PRIMARY

EXISTING GPCO POLE

PADMOUNT XMFR

NEW GPCO 2

N

E4

E3

G5

J5

H5

G4

G4

T

G

G

G

G G

G

G

G

G

G

G

G

G G

G

G

G G

G

G G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

GG

G

G

G

G G

G

G

G G

G

G

G

G

G

G

G

G

G

G G

G

G

G

G

G G G

G

G

G

G

G

G

LPOOL-12

LPOOL-16

REACH SECURITY LEVEL (3 FOOTCANDLES) AFTER HOURS. ALL FIXTURES TURN OFF AT DAWN.

PHOTOCELL ON / TIMECLOCK & WIRELESS CONTROLS DIM OR TURN OFF FIXTURES TO

TO BE REMOVED BY GPCO.

EXISTING POLE AND AERIAL SERVICE

LPOOL-20

LPOOL-24

LPOOL-28

LPOOL-32

LOCAL EPO FOR SLIDE ACTS AS INPUT TO SHUNT TRIP BREAKER @ LPOOL-19.

LSPLASH-10

LSPLASH-14

OVERHEAD PRIMARY

EXISTING GPCO

OVERHEAD PRIMARY

EXISTING GPCO

OVERHEAD PRIMARY

EXISTING GPCO

OVERHEAD PRIMARY

EXISTING GPCO

EM201

1,2,3

EM202

1,2,3

20,22

LSPLASH-18,

10 STUB UP 6" ABOVE GRADE AT REAR OF CONCRETE PAD.

WP

WP

10WP

G

G

G

G

G

G

G G

G

G G

G

G

G

GEORGIA POWER COMPANY MAY MAKE THE FINAL CONNECTIONS.

PROVIDE AN ADDITIONAL 5' OF CONDUCTORS AT THE TRANSFORMER SUCH THAT

ROUTE UNDERGROUND CONDUCTORS FROM THIS LOCATION INTO THE BUILDING.

TRANSFORMER BY GPCo. SECONDARY CONDUCTORS BY CONTRACTOR.

APPROXIMATE LOCATION OF NEW POWER COMPANY PAD MOUNT TRANSFORMER.

GND CABLE.

BOND SLIDE STRUCTURE, HANDRAIL, & ROPE ANCHORS TO GND LOOP VIA #8 AWG

F

A WP WHILE IN USE TYPE COVER.

IN PANEL L1 VIA LC. PHOTOCELL ON/TIMECLOCK OFF. PROVIDE BLADE SWITCHES BEHIND

WITHIN THIS STRUCTURE. ROUTE 3#12 IN •" C UNDERGROUND BACK TO BREAKER

PROVIDE 120V CONNECTION WITHIN COLUMN BASE FOR LED LIGHTS AND CEILING FANS

USE TYPE COVER". ROUTE 3#12 IN •" C UNDERGROUND BACK TO PANEL L1.

PROVIDE GFCI RECEPTACLE WITHIN COLUMN BASE. PROVIDE WITH "WP WHILE IN

PUSHBUTTON. SEE E301 FOR MORE INFO.

PROVIDE CONNECTION TO INPUT ON SHUNT TRIP BREAKER FROM EMERGENCY

BASIS OF DESIGN IS CURRENT NX, EQUALS BY NLIGHT, WATTSTOPPER, ILC.

LOCATED WITHIN RECEPTION 101 FOR ADDITIONAL DIMMING OR AFTER-HOURS CONTROL.

ADDITIONAL MOTION IS SENSED. ADDITIONALLY THERE IS A WIRELESS DIMMING SWITCH

OUTPUT FOR APPROXIMATELY 10 MINUTES THEN RETURN TO SECURITY LEVEL IF NO

MOTION BY ANY OF THE MOTION SENSORS THE SITE LIGHTING SHALL RETURN TO FULL

LEVEL OF LIGHTING ( APPROX 3FC) ON THE POOL AND DECK SURFACES. UPON SENSING OF

HOURS THE SITE LIGHTING SHALL DIM TO 30% OF FULL OUTPUT TO MAINTAIN A SECURITY

POOL SURFACES AND 10FC ON THE SURROUNDING DECK. AFTER NORMAL BUSINESS

LIGHTING SHALL TURN ON VIA PHOTOCELL INPUT AT DUSK AND MAINTAIN 15FC ON THE

WITHIN EACH FLOODLIGHT OR POLE DIRECTED TOWARD THE DECK/POOL. THE SITE POLE

DIMMING CONTROLS WITHIN EACH FIXTURE AND SHALL HAVE A MOTION SENSOR MOUNTED

SITE LIGHTING CONTROL INTENT: THE SITE LIGHTING SHALL BE PROVIDED WITH WIRELESS

FOR REPLACEMENT INFO.

TO BE DEMOLISHED. SEE 1/E102

AND DISTRIBUTION PANEL

LIGHTING POLE, METER

EXISTING PARKING LOT

POLE

GPCO AERIAL DISTRIBUTION

EXISTING TO REMAINL1-2 VIA LC1

1 03/01/24 Add. #1 david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 8

B

C D

1 2 3 4 5

A B

C D

P:\22107\22107e301.dgn

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DATE PLOTTED

DGN FILE

29-FEB-2024

REFERENCE FILES

316 CORPORATE PARKWAY

NBP Engineers, Inc.

MACON, GEORGIA 31210

NBP

ENGINEERS

478-745-1691 www.nbpengineers.com

CONSULTANTS

T H

IS

D

R A

W

IN

G I S T

H E P

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A N D

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C T I T S

H A

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A N D

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ID

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O T V

A L

ID

U

N L E S S S

IG

N E

D A

N D S

E A

L E

D

KMS

JCW

121035.00

W a lt e r

B

W il li a m s J r.

P a rk

B a ld w in C o u n ty A q u a ti c F a c il it y

M il le d g e v il le

G e o rg ia

Aquatic Facility

Baldwin County

59 GA-22

Milledgeville, GA 31061

Baldwin County 1601 N Columbia Street

Suite 220

Milledgeville, GA 31061

ARCHITECTURE

PLANNING

INTERIOR DESIGN

Lyman

Davidson

Dooley, Inc.

1640 Powers Ferry Road

Building One

Marietta, GA 30067

770.850.8494 t

770.956.9030 f lddi-architects.com

TITLE

STATUS

QC

DATE

DRAWN

JOB

SHEET

REVISIONS

EXPIRES: 06.30.2024

COA#PEF000774

NBP ENGINEERS, INC.

Permit Set

2/20/2024

RECEPTION

LIFEGUARD

CONCESSION

103A

WOMEN'S

RESTROOM

105A

WOMEN'S

ADA

106A

MEN'S

RESTROOM

107A

CHASE

MEN'S

RESTROOM

107B

MEN'S ADA

106B

WOMEN'S

RESTROOM

105B

STORAGE

103C

JAN.

103B

K8

K3

K11

K12

K2

K10

K5

K9 K9

K3

K7

K7

K7

K7

K4

K4

P O

L E

P O

L E

P O

L E

P O

L E

P O

L E

P O

L E

P O

L E

P O

L E

CKT

PANEL

TRIP

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

3/4"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

CD.

MULTISECTION CONN AMPS

MULTISECTION CONN V A

PANEL SECTION CONN AMPS

PANEL SECTION CONN V A

HANDDRYER 106

HANDDRYER 105

HANDDRYER 105

REC-108

REC-105

REC-107

EXT REC

DRINK COOLER

FREEZER REC-103

WARMING DRAWER

MICROWAVE-103

MICROWAVE-103

REC-103

REC-103

ICE MACH-103

REF REC-103

REC-102

REC-101

REC-101

EXT REC-BREEZEWY

SERVES

WIRE

PH,

AMPS

VOLT-

NEW

53353

14332

A

PHASE LOAD V.A.

54499

16282

C

GPCO PADMOUNT XMFR

TRIP

MOUNTED

AMPS

L1_SEC1

/ L1_SEC2

PANEL

51281

10564

B

FED BY

POWERSTYLE, APPROX. 30 INCHES WIDE, MAX 250 AMP BRANCH

LOCATION:

POWERSTYLE, APPROX. 30 INCHES WIDE, MAX 250 AMP BRANCH

LOCATION:

1/2"

2"

1/2"

3/4"

1/2"

1/2"

1/2"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1/2"

1/2"

CD.

MCB

4#12

1#8G AL

4#3AL

3#12

4#10

4#12

3#12

3#12

3#10

3#10

3#10

3#10

3#10

3#10

3#12

3#12

WIRE

SURFACE

3. PROVIDE SHUNT TRIP TYPE BREAKER FOR CIRCUITS # 63 & 79.

2. PROVIDE A LOCKOUT TYPE BREAKER FOR CIRCUIT #44.

1. PROVIDE ALL CIRCUITS SHOWN WITHIN THIS SECTION AND SECTION 2 WITHIN A COMMON SINGLE WIDTH ENCLOSURE.

NOTES

Minimum KAIC:

CKT

TRIP

3#12

3#12

3#12

3#12

3#12

3#12

3#12

3#12

3#12

4#10

3#12

3#12

3#12

3#12

3#12

3#12

3#12

3#12

3#12

3#12

WIRE

53353

39021

19166

A

PHASE LOAD V.A.

51281

40717

19166

B

FED BY

54499

38217

19166

C

GPCO PADMOUNT XMFR

TRIP

MOUNTED

AMPS

CKT

3. PROVIDE WITH FEED THRU LUGS. 4. SERVICE ENTRANCE RATED.

2. PROVIDE ALL CIRCUITS SHOWN WITHIN THIS SECTION AND SECTION 2 WITHIN A COMMON SINGLE WIDTH ENCLOSURE.

1. A (C ) IN THE SERVES COLUMN INDICATES THIS CIRCUIT IS ROUTED THRU AN ADJACENT LIGHTING CONTACTOR.

NOTES

Minimum KAIC:

CKT

AMPS

VOLT-

(1 HP)

EF-5

(10 KW)

EUH-1

REC-103A

POOL VACCUM

(1 HP)

EF-1

HANDDRYER-107

HANDDRYER-107

ICE CREME FZR

CEILING FAN 105

CEILING FAN 107

LTS-105,106,107,108

LTS-101,102,103

BREEZEWAY LTS (C )

EXT LTS (C )

SPARE

PAVILION REC (C )

PAVILION LTS (C )

SERVES

SECTION 1 of 2

1#8G

4#3

3#12

3#12

4#10

4#10

4#10

4#10

WIRE

1/2"

1/2"

3/4"

3/4"

3/4"

3/4"

CD.

MULTISECTION CONN AMPS

MULTISECTION CONN V A

PANEL SECTION CONN AMPS

PANEL SECTION CONN V A

(SHUNT TRIP)

FRYER

HOOD

SPARE

SPARE

SPARE

FREEZER REC-103

(SHUNT TRIP)

RANGE

SPARE

WARMING DRAWER

DCU-3/DAC-3

DCU-2/DAC-2A/B

DCU-1/DAC-1A/B

SERVES

WIRE

PH,

AMPS

VOLT-

NEW

16666

16666

16666

AMPS

VOLT-

SURGE

SPARE

DOAS-1

CEILING FAN 106B, 107B

LTS-105B,106B,107B,103B &C

SF-1

KEF-1

HANDDRYER 106B

REC-106B

HANDDRYER 107B

HANDDRYER 107B

REC-107B

REC-103B

RECIRC PUMP & DMV

( 50 KW)

WH-1

SERVES

SECTION 2 of 2

1"

3/4"

3/4"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

2"

CD.

MLO

3#10

3#10

3#12

3#12

3#12

3#12

3#12

3#12

3#12

3#12

3#12

1#6G

4#3/0

WIRE

SURFACE

SCALE:

= 1'-0

4 0 2 4 8

N O R T H

T R U E

N

E301

LC

AC

AC

AC

MICROWAVE

MICROWAVE

WARMING DRAWER

FREEZER

DRINK

AC

AC

AC

FREEZER

FRIDGE/

ICE

L1

J

J

J

J

J

GENERAL NOTES:(THIS SHEET ONLY)

A

DEDICATED NEUTRALS, EQUIPMENT GROUND MAY BE SHARED.

THE CIRCUIT NUMBER. CONSOLIDATION OF HOME RUNS IS ACCEPTABLE UP TO THREE CIRCUITS. PROVIDE

ALL RECEPTACLES SHOWN THIS SHEET ARE SERVED FROM PANEL L1. THE NUMBER ADJACENT INDICATES

DIMENSION OUTLETS FROM THE ELECTRICAL SHEETS.

LOCATE ALL DATA AND RECEPTACLE OUTLETS PER ARCHITECTURAL CASEWORK ELEVATIONS. DO NOT B

C

NOTES:(THIS SHEET ONLY)

2-2"C TELECOM ENTRANCE - SEE E101 FOR CONTINUATION.3

TO THE DIALER. ROUTE TO ADJACENT TELEPHONE DEMARK.

PROVIDE TWO TELEPHONE JACKS INSIDE TO THE SECURITY CABINET FOR CONNECTION

EXACT LOCATION WITH ARCHITECT.

TERMINATE THE OTHER END AT DEMARK ON WALL MOUNT 110 BLOCKS. COORDINATE

THIS LOCATION. TERMINATE ON THIS END IN A RJ-11 WALL MOUNT PHONE HOLDER.

ROUTE 2 CATEGORY 6 CABLES IN 1" C UNDERGROUND FROM TELEPHONE DEMARK TO

CONSULANT PRIOR TO ANY ROUGHING. INSTALL 18" A.F.F.

(VACUUM) TO BE PROVIDED. COORDINATE EXACT LOCATION WITH CIVIL ENGINEER & POOL

COVER. COORDINATE NEMA RECEPTACLE TYPE WITH CORD & PLUG FOR ACTUAL EQUIPMENT

TWIST LOCK 30A RECEPTACLE FOR POOL VACUUM. PROVIDE VANDAL RESISTANT IN-USE4

D

WP WP

WP

WP

WP

WP

TELEPHONE DEMARK

1 /2

1 /2

29 29

5 HAND DRYER. COORDINATE ROUGH-IN HEIGHT AND LOCATION WITH ARCHITECTURAL ELEVATIONS.

IN INTERIOR SPACES.

INSULATION SHALL BE XHHW FOR CONDUCTORS ROUTED UNDERGROUND. THHN FOR CONDUCTORS

ALL BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER. STRANDED FOR #8 AND LARGER. ALL

JUMBO STAINLESS COVERS.

ALL SWITCHES AND RECEPTACLES SHALL BE GREY IN COLOR, RATED FOR 20A MINIMUM. PROVIDE

ALL RECEPTACLES SHALL BE TAMPER RESIST TYPE.

PROVIDE PULLSTRINGS IN ALL EMPTY CONDUITS.

E

G

H

FLOOR PLAN - POWER/TELECOM

POWER/TELECOM

FLOOR PLAN -

(SHUNTS MAIN BREAKER IN LPOOL)

EMERGENCY PUSHBUTTON OFF

J J

J J

J

5 5

ACAC

AC

AC AC

AC

AC

WARMING DRAWER

AC

FREEZER

ICECREME

RANGE

FRYER

AC

AC

AC

AC

AC

AC

AC ACAC

(SHUNTS MAIN BREAKER IN LSPLASH)

EMERGENCY PUSHBUTTON OFF

64 64

1 /2

WAP

WAP

WAPWAP

RESTROOMS AND IN EXTERIOR LOCATIONS SHALL BE GFCI TYPE UNLESS GFCI BREAKERS ARE PROVIDED.

ALL RECEPTACLES LOCATED WITHIN SIX FEET OF A WATER SOURCE AND ALL RECEPTACLES IN KITCHENS, WALLMOUNT DATA RACK @96"

I

@48"

@48"

@48"

J77

HOOD

EWC

EWC

11900-748, EQUALS BY HUBBELL AND PANDUIT.

CAT 6 PATCH PANELS, AND RACKMOUNT 110 BLOCKS. BASIS OF DESIGN IS THE CHATSWORTH

RACK SHALL BE LOCKABLE W/ TEMPERED GLASS DOOR & CAPABLE OF ACCEPTING FIBER TRAYS, PROVIDE A WALL MOUNT, PIANO HINGED, 19" ENCLOSED RACK.APPROX 48" TALL IN THIS LOCATION.

IN RACK

@96"

1" EMT UP TO ATTIC FROM THE DATA BACKBOX.

PLENUM RATED CAT 6 CABLE ROUTED IN THE ATTIC FROM WORK OUTLET TO RACK. USE

ALL DATA SHOWN TERMINATES IN WALL MOUNTED DATA RACK. SEE DETAIL 2 E401. USE

E401

AUTOMATICALLY SHUNTED OFF.

UPON ACTIVATION OF THE EXTINGUISHING SYSTEM POWER TO THE RANGE AND FRYER SHALL BE

100A/3P L1-61

E102

1 03/01/24 Add. #1 david Text Box

BALDWIN COUNTY AQUATIC FACILITY

ATTACHMENT NUMBER 8