Baldwin Aquatic Addendum Number 3.pdf

ADDENDUM NUMBER 3

BALDWIN COUNTY AQUATIC FACILITY

BALDWIN COUNTY, GEORGIA

March 11, 2024

1. Attached (Attachment Number 1) is the Lazy River Pool Collector Tank Installation Detail, Drawing

G00130, referenced on Drawing LR7.

2. Provide a two-inch water line connection to hose bibbs on the inside and outside of the pool mechanical building. Location of hose bibbs to be determined by Owner.

3. Provide hose bibb connections on all pump suction lines for pump priming.

4. Reference the Pool Finish Schedule on Drawing SWD1, for the Pool Vertical Surface- Freeboard and

Waterline, replace the two rows of 4-inch by 4-inch ceramic tile with one row of 6-inch by 6-inch ceramic tile.

5. Reference Drawing LR7 in Addendum Number 1, change the 10-inch diameter Equalizer Pipe to an 18-inch diameter.

6. Specification Section 28 3100, Fire Alarm System, is hereby eliminated from the Project Manual.

7. The following manufacturers are approved as equals to the specified products:

a. Picnic Pavilion – Drawing C-502, RCP Shelters, Inc.

b. Toilet Partitions- Specification Section 10 2113, Hadrian, must meet NFPA requirements.

8. Refer to the attached Electrical Drawings for a revised Single Line Power Riser Diagram.

9. Provide the following Gray Schedule 40 PVC conduits for future security system installation. The actual security system is not in the contract but installation of the conduits is:

a. Two-inch conduits from the Bathhouse Storage Room to the Pool Mechanical Building and the future

Splash Pad Mechanical Building. Terminate the conduit to the future Splash Pad Mechanical Building outside of the concrete deck near the bike racks.

b. One-inch conduits from the Bathhouse Storage Room to the Picnic Shelter and the two light poles south of the bathhouse.

c. One-inch conduits from the Pool Mechanical Building to the light poles west and north of the Lazy

River, five locations total.

10. Contractor is responsible for paying water and sewer tap fees to the City of Milledgeville.

11. Collector tanks are to be provided per the drawings.

Baldwin Aquatic Facility Addendum Number 3, March 11, 2024

12. All millwork in Lifeguard 102 & Concession 103A shall have the toe kick shown as part of Detail

5/A402 replaced by a cast-in-place concrete curb that is 4” tall and 1’-9” deep. The integral base being provided as part of the fluid-applied flooring shall be installed on all exposed faces of the curb. The millwork bottom panel shown as part of Detail 5/A402 will be attached to the top of the concrete curb.

All wood millwork materials in contact with cast-in-place concrete and masonry materials shall be pressure-treated exterior grade in all locations specified to receive millwork.

13. Electrical Questions and Responses:

a. Our supplier says that panel Ll to be a true single enclosure a 200 amp breaker will not fit (200 goes to 50 Kw water heater). Panel will have to be two separate panels. If two panels are used I don't believe there will be enough space in current location.

Response - In that case have your supplier provide single enclosure panel with feed thru lugs and provide an external enclosed 200 amp breaker for water heater adjacent to panel. We have confirmed with other vendors the specified configuration works for them.

b. Plans show panel Ll and LC recessed into wall is this a block wall if so and we use this wall panels need to be surface mounted.

Response - Surface mount on block is acceptable. Provide equipment pad below it if done surface mount.

c. What is being CT metered by GPC? GPC needs to look at new plans.

Response - GPC should have current plans. CT meter is for 800a 208v/3ph service on pool mechanical building, other services are feed thru meters.

d. Does panel for pool need 800 amp main shunt trip breaker or are branch circuits to pool packs shunted? Plans show on schedule shunted 800 amp main but also shunted branch circuits.

Response - Currently the EPO off pushbutton mounted near the center of the pool restroom building (near lifeguard) shunts power to the MAIN Breaker in LPOOL. (This cuts power to all pool circulating equipment). The EPO switch on the left of the pool restroom building shunts the main breaker in panel LSPLASH (phase 2). (Cuts splashpad only). The EPO switch mounted on the pool mech building Shunts the breaker to the skid for the main pool only. The EPO switch mounted on the slide shunts the breaker for the skid for the slide only.

e. On main building there are 2 - 30 amp outlets for pool vacs shows they are on same circuit these need to be on two different circuits due to possible overload of circuit.

Response – These receptacles will not be used simultaneously. It will be an either/or type situation where one or the other is used, but not both simultaneously.

14. The solid surface countertop color shall be picked from Corian’s Group 2.

15. The solid surface window sill and chase cap color shall be picked from Avonite’s solid color range that is standard for the North American market.

Baldwin Aquatic Facility Addendum Number 3, March 11, 2024

16. The upper portion of the Type B window shall provide awning operation.

17. The ceiling tile in Lifeguard 102 & Reception 101 shall be the perforated type specified. All other areas specified to receive acoustical ceiling tile shall receive the scrubbable tile type specified.

18. Attached are updated Mechanical plans, Attachment Number 2. These sheets replace the previously issued sheets.

19. Attached are updated Electrical plans, Attachment Number 3. These sheets replace the previously issued sheets.

A

B

A

B

THIRD ANGLE PROJECTION

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

TOL ANGLE ± 1.0°,

2 PL ±0.25, 3 PL ±0.125

INTERPRET DIM(S) & TOL(S)

HKINNUNEN 01/07/20

SLOVIN 01/08/20

LEVEL 00 TANK

FOR SPLASH PAD PARKS / IWF PARKS/ COMMERCIAL POOL

(CT4000IWF COLLECTOR TANK SHOWN)

1/4" = 1' R1 2 2 XXXXX-G00130

PE

RM

IT

R

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OR

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ON

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2,620

GENERAL NOTES:

GRAPHICS SHOWN ARE REPRESENTATIVE OF A 4,000 GALLON COLLECTOR TANK OR VAULT.

THIS DRAWING IS REFLECTIVE OF ALL MODEL TANKS & VAULT INSTALLATION REQUIREMENTS.

DRAWINGS CAN BE SUPERCEDED BASED ON THE ENGINEER OF RECORD (EOR) /LANDSCAPE ARCHITECT (LA) OF

RECORD, THE STATE, LOCAL CODES OR REGULATIONS.

E.C.N. NO.REV. DESCRIPTION DATE BYZONE

ALL R0 N/A RELEASED FOR SUBMITAL. 01/07/20 HK

ALL R1 N/A RM'VD GEOMETRY REFERENCE, ADDED HATCH NOTE 03/31/21 HK

AutoCAD SHX Text 1'-0 " 6"12"±6"

AutoCAD SHX Text 1'-0"±6"

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(2'-0")MIN.

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(2'-0")MIN.

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CHECKED

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AutoCAD SHX Text DISTRIBUTION STATEMENT: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VAK PAK INC., ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF VAK PAK INC., IS STRICTLY PROHIBITED.

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1.1. CONCRETE PADS WILL INCREASE OR DECREASE AS TANK/VAULT SIZE VARIES BY MODEL NUMBER. CONCRETE PADS WILL INCREASE OR DECREASE AS TANK/VAULT SIZE VARIES BY MODEL NUMBER. 1. ALL EXTERNAL PLUMBING & ANCHORING HARDWARE TO TANK IS SUPPLIED AND INSTALLED BY OTHERS. ALL EXTERNAL PLUMBING & ANCHORING HARDWARE TO TANK IS SUPPLIED AND INSTALLED BY OTHERS. 2. ALL BACK FILL MATERIAL AROUND TANK TO BE SELECTED AND SPECIFIED BY ENGINEER OF RECORD. ALL BACK FILL MATERIAL AROUND TANK TO BE SELECTED AND SPECIFIED BY ENGINEER OF RECORD. 3. THE ANCHOR POINTS ARE TO BE SPECIFIED BY ENGINEER OF RECORD. THE ANCHOR POINTS ARE TO BE SPECIFIED BY ENGINEER OF RECORD. 3.1. WHEN THE ANCHOR POINTS ARE NOT SPECIFIED BY THE ENGINEER OF RECORD, WHEN THE ANCHOR POINTS ARE NOT SPECIFIED BY THE ENGINEER OF RECORD, 3.1.1. GALVANIZED STEEL ANCHOR BOLTS AND GALVANIZED STEEL WIRE CABLE GALVANIZED STEEL ANCHOR BOLTS AND GALVANIZED STEEL WIRE CABLE 3.1.2. ATTACHED TO EXTERIOR OF TANK (OR) VAULT FOR CABLE ATTACHMENT, BY OTHERS. ATTACHED TO EXTERIOR OF TANK (OR) VAULT FOR CABLE ATTACHMENT, BY OTHERS. 3.2. ALL TANK/VAULT THAT ARE EQUIPPED WITH EYELETS ARE NOT USED FOR LIFTING OR SHIPPING TIE-DOWNS ALL TANK/VAULT THAT ARE EQUIPPED WITH EYELETS ARE NOT USED FOR LIFTING OR SHIPPING TIE-DOWNS 4. PREPARE EXCAVATED HOLE. MAINTAIN ACCURATE ELEVATION MEASUREMENTS. PREPARE EXCAVATED HOLE. MAINTAIN ACCURATE ELEVATION MEASUREMENTS. 4.1. DIG THE HOLE DEEP ENOUGH TO ALLOW FOR A CONCRETE PAD WITH A MINIMUM DIAMETER THAT ALLOWS FOR DIG THE HOLE DEEP ENOUGH TO ALLOW FOR A CONCRETE PAD WITH A MINIMUM DIAMETER THAT ALLOWS FOR EXCESSIVE WIDTH IN ALL DIRECTIONS FROM THE OUTSIDE WALLS OF THE TANK/VAULT. POUR CONCRETE INSPECTED TO THE ENGINEER OF RECORD'S DESIGN FOR THE CONCRETE SUBSTRUCTURE. 5. ONCE SET, ATTACH ANCHOR WIRE TIE-DOWN CABLES TO THE EXTERNAL EYEBOLTS ON THE TANK/VAULT. ONCE SET, ATTACH ANCHOR WIRE TIE-DOWN CABLES TO THE EXTERNAL EYEBOLTS ON THE TANK/VAULT. 5.1. FASTEN AND SECURE ALL EYEBOLT CONNECTIONS POINTS TO THE CONCRETE ANCHOR POINT. CONCRETE EMBEDMENT, FASTEN AND SECURE ALL EYEBOLT CONNECTIONS POINTS TO THE CONCRETE ANCHOR POINT. CONCRETE EMBEDMENT, FASTENER TYPE, ATTACHMENT METHOD ARE ALL ITEMS SPECIFIED BY THE ENGINEER OF RECORD. . 6. MAINTAIN TANK/VAULT LEVEL TO SET FINISHED GRADE ELEVATION TO BE PLUMB IN ALL DIRECTIONS. MAINTAIN TANK/VAULT LEVEL TO SET FINISHED GRADE ELEVATION TO BE PLUMB IN ALL DIRECTIONS. 6.1. (IF THE TANK/VAULT INSIDE FLOOR HAS A MANUFACTURED SLOPE TO ONE END AND SHOULD NOT BE USED AS A (IF THE TANK/VAULT INSIDE FLOOR HAS A MANUFACTURED SLOPE TO ONE END AND SHOULD NOT BE USED AS A LEVELING POINT) 7. STUB UP THE TANK DRAIN CONNECTION IN THE BOTTOM OF THE TANK BEFORE POURING THE CONCRETE SLURRY IF THE STUB UP THE TANK DRAIN CONNECTION IN THE BOTTOM OF THE TANK BEFORE POURING THE CONCRETE SLURRY IF THE SECOND METHOD OF CONCRETE APPLICATION IS SELECTED. 10. BEFORE BACK FILLING (WHEN THE VESSEL IS A TANK)FOLLOW THE REMAINING STEP IN NOTE 10, IF A VAULT PROCEED TO BEFORE BACK FILLING (WHEN THE VESSEL IS A TANK)FOLLOW THE REMAINING STEP IN NOTE 10, IF A VAULT PROCEED TO NOTE 11. 10.1. INITIAL FILL TANK W/POTABLE WATER TO 30%-50% WATER LEVEL, INITIAL FILL TANK W/POTABLE WATER TO 30%-50% WATER LEVEL, 10.1. THEN EXTERNALLY BACKFILL AROUND THE TANK, ADDED BACKFILL TO THE SAME LEVEL. THEN EXTERNALLY BACKFILL AROUND THE TANK, ADDED BACKFILL TO THE SAME LEVEL. 10.2. CONTINUE ADDING WATER TO THE TANK AND BACKFILL ON THE OUTSIDE AT 25% INCREMENTS UNTIL BACKFILL IS CONTINUE ADDING WATER TO THE TANK AND BACKFILL ON THE OUTSIDE AT 25% INCREMENTS UNTIL BACKFILL IS COMPLETE. THIS WILL HELP PREVENT STRESS ON THE TANK WALLS FROM THE INSIDE,WHEN BACKFILLING. 10.3. FAILURE TO COMPLY MAY VOID TANK WARRANTY. FAILURE TO COMPLY MAY VOID TANK WARRANTY. 11. AFTER ALL PLUMBING CONNECTIONS HAVE BEEN MADE, AFTER ALL PLUMBING CONNECTIONS HAVE BEEN MADE, 11.1. BACKFILL THE EXCAVATION WITH AN APPROVED MEDIA APPROVED PRIOR WITH THE GEOTECHNICAL ENGINEER OR BACKFILL THE EXCAVATION WITH AN APPROVED MEDIA APPROVED PRIOR WITH THE GEOTECHNICAL ENGINEER OR ENGINEER OF RECORD FOR THE LOCAL SOIL CONDITIONS. 11.2. TAKE PRECAUTIONS TO SUPPORT PIPE AND CONNECTIONS IN SUCH A MANNER THAT THEY ARE NOT DISTURBED OR TAKE PRECAUTIONS TO SUPPORT PIPE AND CONNECTIONS IN SUCH A MANNER THAT THEY ARE NOT DISTURBED OR DAMAGED DURING BACKFILLING PROCEDURES.

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PLAN VIEW - COLLECTOR TANK - COLLECTOR TANK

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ANCHOR

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SEE SHT#1 FOR CONCRETE DETAILS

AutoCAD SHX Text SPECIFIED BY ENGINEER OF RECORD GALVANIZED WIRE CABLE IS TO BE MECHANICALLY CONNECTED TO REBAR AND AT EYEBOLTS USING A MINIMUM OF THREE (3) GALVANIZED CABLE(S) PER SIDE W/3 CLAMPS @ EACH CONNECTION END POINT MINIMUM OF 3 ANCHORING POINT(S) ON THE SHORT SIDE MINIMUM OF 4 ANCHORING POINT(S) ON THE LONGER SIDE david Text Box

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DATE PLOTTED

DGN FILE

10-MAR-2024

REFERENCE FILES

316 CORPORATE PARKWAY

NBP Engineers, Inc.

MACON, GEORGIA 31210

NBP

ENGINEERS

478-745-1691 www.nbpengineers.com

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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

M002

HVAC

SCHEDULES -

TYPE CFMMARK

MAX. MAX.

RPM

MOTOR

HP

FAN SCHEDULE

MIN.

FAN DIA.

(IN)

DRIVE

TYPE

SP

IN WG TS

EF-1

EF-2

EF-3

MARK

GRILLE SCHEDULE

VOLUME

DAMPERNECK

FINISH

NECK

RUNOUT

TITUSTYPE

FACE

SIZE

OFFWHITE

NOTES:

1 RUNOUT SIZE UNLESS OTHERWISE NOTED.

B OFFWHITE

12"x12"

20"x20"

NO ---

UNIT

MARK

INDOOR

UNIT

MARK

OUTDOOR

MBH

MIN

COOLING

SEER

MIN

INDOOR OUTDOOR

DUCTLESS SPLIT SYSTEM SCHEDULE

DCU-1

REMARKS

DAC-3

DAC-1A/B

ILC

PWF

0.5

0.5

0.2

27.0

20.0

DIRECT

DIRECT

DIRECT

CGC

CGC

12"x12"

20"x20" NO

50F

50F

SHEET METAL SCREW

8"O.C.

‚" X 18 GAUGE

HARDWARE CLOTH

1" WIDE 24 GAUGE FRAME

WITH HEMMED CORNERS

TURN IN ALL AROUNDDUCT

SCREENED DUCT OPENING DETAIL

NOTE: INSTALL SCREEN AT ALL VISIBLE DUCT OPENINGS

IN MECHANICAL ROOM(S) AND WHERE SHOWN.

NOT TO SCALE

GRILLE WITH DAMPER. GRILLE SHALL BE

SECURED TO SLEEVE. NOTE GRILLE/DAMPER

DEPTH IS 3•" . SLEEVE LENGTH SHALL+-

REFER TO U.L. LISTING FOR REQUIRED

CLEARANCE FOR DAMPER MANUFACTURER AND

SIZE FURNISHED. IN NO CASE SHALL

CLEARANCE BE LESS THAN ‚".

GRILLE FLANGE SHALL COVER REQUIRED

ANGLE OVERLAP.

BOLT, TACK, WELD OR SCREW DAMPER TO

SLEEVE AT 12" MAX. SPACING.

BOLT, TACK, WELD OR SCREW DAMPER TO

SLEEVE AT 12" MAX. SPACING.

MINIMUM 16 GAUGE ANGLE. MINIMUM

1" OVERLAP OF WALL.

TRANSFER GRILLE WITH FIRE DAMPER

WALL

ACCOMMODATE FIRE DAMPER AND GRILLE.

LOUVER

WALL MOUNTED LOUVER WITH PLENUM

COUNTER

FLASHING

20 GAUGE SLEEVE

16"MIN.

SUB FRAME

PROVIDE MINIMUM 16 INCH

PLENUM BEHIND LOUVER

FOR STRUCTURE MATERIALS

REFER TO ARCHITECTURAL

ON HEAD AND SILL

USE LINTELBLOCK

IN BLOCK WALLS,

INSULATED PLENUM

SUPPORT FROM STRUCTURE

TAKE-OFF IS INACCESSIBLE.

ACCESSIBLE CEILING IF

AS POSSIBLE OVER

FAR AWAY FROM GRILLE

LOCATE MVD IN DUCT AS

CEILING

EXHAUST GRILLE

NOT TO SCALE

NOTES:(THIS DETAIL ONLY)

DO NOT APPLY TO FUME EXHAUST GRILLES/REGISTERS.1

OR 12", WHICHEVER IS LARGER

THAN INDICATED RUN OUT SIZE

HEIGHT SHALL BE 2" LARGER

0.75 R

MAXIMUM OFFSET

SHALL NOT EXCEED

ONE DUCT DIAMTER

EXCEED 1/2" PER FT

MAXIMUM SAG SHALL NOT

DIRECTLY ON TOP OF PLENUM.

0.75 RADIUS, METAL ELBOW

IF TOP ENTRY IS USED, PROVIDE

DUCT PRESSURE CLASS.

SEAL JOINT AS SPECIFIED FOR

MIN. TWO PER SIDE, AND

WITH SHEET METAL SCREWS,

FASTEN PLENUM TO GRILLE

SHEETMETAL SCREWS)

TO PLENUM (MINIMUM OF 4

FLANGE, SEAL AND SECURE

5 FT. OF FLEX DUCT

PROVIDE MAXIMUM

WITH GASKETED FLANGE

45 DEGREE TAKE-OFF

2 3 4

C OFFWHITE

NO

NO

18/14

OFFWHITE

18"x14"

12"x8"

18"x14"WRAG

WRAG-SSD

350RL

NOTES:

1 LAYOUT BASIS: SOLER PALAU TD-150.

EF-4

65w

170 0.5 --- 2289 --- 65w

350RL-SS 12"x8"

DETAIL AT TYPICAL GENERAL EXHAUST GRILLE - UNLINED

DCU-2

DCU-3

MARK KW REMARKS

ELECTRIC HEATER SCHEDULE

EUH-1

EUH-2

EF-5

EF-6

EF-7

EF-8

0.5

0.5

0.2

0.5

PWF

ILC

MARK LENGTH WIDTH HEIGHT

SUPPLY AIR EXHAUST AIR

MAX. CFM MAX. S.P. MAX. CFM MAX. S.P.

KH-1

HOOD DIMENSIONS (FEET) LAYOUT BASIS:

CAPTIVEAIRE

REMARKS

KITCHEN HOOD SCHEDULE

KEF-1

SEF-1

DAC-2

KEF

ILC

610 0.05 760 0.34 5'-6" 4'-0" 2'-0" GHEW

14.6

1 1.1

20.1

16.8

65w

65w

DIRECT

DIRECT

DIRECT

DIRECT

DIRECT

DIRECT

DIRECT610

0.6

0.7

1 03/01/24 Add. #1

2 Add. #303/08/24

EXT. S.P.

IN H O2 SENSIBLE TOTAL

ENTERING AIRMOTOR

HP

COOLING COIL

MIN.MIN. MIN.

LEAVING AIR

F FMBH MBH

CFM CFM

MARK

LBS.

WEIGHT

APPROX.

DB / WB DB / WB

REMARKS

AC-1 0.5 208 / 3

VOLT / PHASE

MIN. OA

ELECTRIC HEAT

Kw

MIN.

# STAGES

SUPPLY

TYPE

PACKAGED AIR CONDITIONER SCHEDULE

CV 1050 210 ƒ 24 34 80 / 67 59 / 57 7.9 1 510

E OFFWHITE NO

OFFWHITE

18"x18" 18"x18"ASEG

F

350FL

RLF TMS 24"x24" 12"{ YES

18"x18"

12"{

CARRIER MODEL #

19.5

19.5

40MBCQ12

40MBCQ12

38MAQB12R

38MAQB12R

--- NOT USED

david Text Box

ATTACHMENT NUMBER 2

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DATE PLOTTED

DGN FILE

10-MAR-2024

REFERENCE FILES

316 CORPORATE PARKWAY

NBP Engineers, Inc.

MACON, GEORGIA 31210

NBP

ENGINEERS

478-745-1691 www.nbpengineers.com

CONSULTANTS

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121035.00

W a lt e r

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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

SCALE:

= 1'-0

4 0 2 4 8

N O R T H

T R U E

N

M201

FLOOR PLAN - HVAC

T

T

DAC-3

DAC-2

C

B

A

B

EUH-1

EF-1

w/FULLSIZE 18" PLENUM

36"x18" OA INTAKE LOUVER w/FULLSIZE 18" PLENUM

36"x18" OA INTAKE LOUVER

12"x12" AVD

800|

375|

1100| w/FULLSIZE 18" PLENUM

30"x30" EA LOUVER

22/2222/2216/1616"{

10"{

14"x12" AVD

310|

SYSTEMS/HVAC POWER

FLOOR PLAN -

MVD

DCU-2 DCU-3

12"x12" AVD

20/20

310|

B

10"{

20/20

B 980|

16"{

16"{

EF-5

w/FULLSIZE 18" PLENUM

18"x18" OA INTAKE LOUVER

30|

A

4"{

875|

B w/FULLSIZE 18" PLENUM

18"x18" OA INTAKE LOUVER

12"x12" AVD w/FULLSIZE 18" PLENUM

24"x24" EA LOUVER

KEF-1

KH-1

10"{10"{

ESF-1

AC-1

CONCRETE PAD

16/10

B

T

16/10

F |350

F

|350

F

|350

16/10

1 03/11/24 Add. #3 david Text Box

ATTACHMENT NUMBER 2

B

C D

1 2 3 4 5

A B

C D

P:\22107\22107e001.dgn

$REF001

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$REF004

$REF005

$REF006

$REF007

$REF008

$REF009

$REF010

$REF011

$REF012

$REF013

$REF014

$REF015

$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

11-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

E001

ELECTRICAL

SCHEDULE -

LEGEND &

CT

TRACK LIGHTS: QUANTITY OF HEADS AS SHOWN EMERGENCY BATTERY PACK-CEILING

EMERGENCY BATTERY PACK-WALL

PANELBOARD-250 VAC OR LESS

SURFACE MOUNTED

PANELBOARD-250 VAC OR LESS

RECESSED

PANELBOARD-OVER 250 VAC

SURFACE MOUNTED

PANELBOARD-OVER 250 VAC

RECESSED

CABLE TRAY

BACKBOARD

CONNECTION TO EQUIPMENT

CAP

CONDUIT DOWN

CONDUIT UP

J

SLAB OR BELOW GRADE

GROUNDING CONDUCTOR- UNDER

U

SP

DP

PE

M

ICM

S

V

S

IC

MM

MC

GG

G

LIGHTING FIXTURES (SYMBOLS VARY BASED ON FIXTURES TYPE)

LIGHTING CONTROL

RECEPTACLES

CIRCUITS

GENERAL EQUIPMENT

COMMUNICATIONS

LIGHTNING PROTECTION AND GROUNDING

T

JJ

I

UI

I

ELECTRICAL LEGEND

TV

C

G

B

K

LED ON "NORMAL" POWER

CEILING MOUNTED FIXTURE

WALL MOUNTED FIXTURE

EXIT LIGHT (ARROWS AS SHOWN)

LIFE SAFETY EGRESS FIXTURE

CEILING MOUNTED ULTRASONIC OCCUPANCY

SENSOR AND RELAY

CEILING/WALL MOUNTED INFRARED OCCUPANCY

SENSOR AND RELAY

CEILING MOUNTED COMBINATION INFRARED/

ULTRASONIC OCCUPANCY SENSOR AND RELAY -

SWITCHING PHOTOCELL (INTERIOR TYPE) F.C. NOTED

DIMMING PHOTOCELL (INTERIOR TYPE)

EXTERIOR TYPE PHOTO SWITCH

LOW VOLTAGE OVERRIDE SWITCH

INFRARED OCCUPANCY SENSOR

WALL MOUNTED SWITCH

"P" INDICATES PILOT LIGHT

KEYED SWITCH

DIMMER SWITCH

FOUR WAY SWITCH

THREE WAY SWITCH

SINGLE POLE SWITCH

DUPLEX RECEPTACLE - NORMAL

QUAD - NORMAL

GFCI DUPLEX RECEPTACLE - NORMAL

GFCI QUAD - NORMAL

FLOOR DUPLEX RECEPTACLE - NORMAL

FLOOR QUAD - NORMAL

CEILING DUPLEX RECEPTACLE - NORMAL CLOCK OUTLET

WALL/CEILING RACEWAY

CEILING SPECIAL - TYPE NOTED OR SHOWN

SPECIAL - TYPE NOTED OR SHOWN

HORIZONTALLY MOUNTED DUPLEX RECEPTACLE

WEATHER PROOF RECEPTACLE (GFCI)

ELECTRIC WATER COOLER RECEPTACLE(GFCI)

CONDUIT CONCEALED IN CEILING OR WALL

CONDUIT IN GROUND, SLAB, OR UNDER FLOOR

FLEXIBLE RACEWAY

RACEWAY EXPOSED

TRANSFORMER

FRAME AMPS/POLES/NEMA TYPE

FUSE PER MANUFACTURERS RECOMMENDATIONS

ENCLOSED BREAKER-RECESSED IN WALL

ENCLOSED CIRCUIT BREAKER

EMERGENCY PUSHBUTTON

COMBINATION STARTER AND DISCONNECT

EXHAUST FAN

MANUAL STARTER AND MOTOR RATED SWITCH

MOTOR

JUNCTION BOX - WALL/CEILING/FLOOR

SURGE SUPPRESSOR

VOICE OUTLET, QUANTITY OF JACKS AS NOTED

DATA OUTLET, QUANTITY OF JACKS AS NOTED

COMBINATION VOICE/DATA OUTLET, QUANTITY OF

VOICE/DATA JACKS AS NOTED

FLOOR VOICE OUTLET, QUANTITY OF JACKS

AS NOTED

FLOOR DATA OUTLET, QUANTITY OF JACKS

AS NOTED

FLOOR COMBINATION VOICE/DATA OUTLET,

QUANTITY OF JACKS AS NOTED

MASTER CLOCK

INTERCOM MASTER STATION

INTERCOM CALL-IN STATION

WALL MOUNTED VOLUME CONTROL

BOX, STUB-UP, AND MODULAR PLATE W/ BLANKS

TELEVISION OUTLET

SPEAKER: CEILING/WALL

MICROPHONE: FLOOR/WALL

FIBER OUTLET

GROUND ROD - C IF CHEMICAL

GROUND CONNECTION (SCHEMATIC)

CONCEALED IN ROOF OR WALLS

GROUNDING CONDUCTOR-

GROUNDING CONDUCTOR- EXPOSED

AIR TERMINAL

GROUNDING PLATE

EWC

WP

H

D

P

I

L

TWO ZONE LOW VOLTAGE SWITCHL2

VACANCY AUTO SHUT OFF

FOUR ZONE LOW VOLTAGE SWITCHL4

DUPLEX RECEPTACLE WITH INTEGRAL USBUSB

TV DUPLEX RECEPTACLETV

AC

ABOVE COUNTER DUPLEX RECEPTACLE (COORDINATE

HEIGHT WITH ARCHITECT)

J-HOOK

SECURITY

C CARD READER

P DOOR POSITION SENSOR

SECURITY CAMERA: CEILING/WALL MOUNTED

ES ELECTRIC STRIKE

C

CABLE TRAY

DUPLEX RECEPTACLE MOUNTED IN RACEWAYR

R DATA OUTLET MOUNTED IN RACEWAY

DUPLEX RECEPTACLE - TAMPER PROOFT

DUPLEX RECEPTACLE - GENERATOR CIRCUIT, RED IN COLOR

QUAD - GENERATOR CIRCUIT, RED IN COLOR

SINGLE ZONE LOW VOLTAGE SWITCHL1

DISCONNECT SWITCH: "F" IF FUSED

HOMERUN - ONE ARROW PER CIRCUIT

F

LIGHTING FIXTURE SCHEDULE

MARK LAMPS FIXTURE TYPE-SEE SPECIFICATIONS MOUNTING REMARKSVOLT.

X-1

K

J5

H5

G5

G4

E4

E3

D

C

B

A

LETTERS

GREEN

ARCHITECT

COLOR BY

DEGREES

AT 90

PER POLE

THREE

ARCHITECT

COLOR BY

DEGREES

AT 90

PER POLE

FOUR HEADS

ARCHITECT

COLOR BY

DEGREES

AT 180

PER POLE

TWO HEADS

ARCHITECT

COLOR BY

DEGREES

AT 180

PER POLE

TWO HEADS

ARCHITECT

COLOR BY

ARCHITECT

COLOR BY

RATED

NATATORIUM

LISTED

LOCATION

DAMP

LISTED

LOCATION

DAMP

X

LED

20 WATT

3500 LUMENS

4000K

LED

80 CRI

PER HEAD

4000K

545 WATTS

52725 LUM

LED

80 CRI

PER HEAD

4000K

545 WATTS

52725 LUM

LED

80 CRI

PER HEAD

4000K

545 WATTS

52725 LUM

LED

80 CRI

PER HEAD

4000K

545 WATTS

48250 LUM

LED

80 CRI

4000K

545 WATTS

48250 LUM

LED

80 CRI

4000K

545 WATTS

61,500 LUM

LED

3500K

37.8 WATTS

LUMENS

LED

3500K

39 WATTS

3800 LUM

LED

2500 LUM

LED

3500K

26 WATTS

3000 LUM

LED

BY:

EQUALS

UNIV

BY:

EQUALS

BY:

EQUALS

208V

BY:

EQUALS

208V

BY:

EQUALS

208V

BY:

EQUALS

208V

BY:

EQUALS

208V

BY:

EQUALS

208V

BY:

EQUALS

UNIV.

BY:

EQUALS

UNIV.

BY:

EQUALS

UNIV.

BY:

EQUALS

UNIV.

CEILING/WALL

RECESSED

8'-0" A.F.F.

WALL @

GRADE

@ 25' ABOVE

POLE, B.E.

GRADE

@ 25' ABOVE

POLE, B.E.

GRADE

@ 25' ABOVE

POLE, B.E.

GRADE

@ 25' ABOVE

POLE, B.E.

GRADE

@ 25' ABOVE

POLE, B.E.

GRADE

@ 25' ABOVE

POLE, B.E.

SURFACE

KIT

FLANGE

PROVIDE

PLYWOOD

RECESSED

PLYWOOD

RECESSED

GRID

RECESSED

SURE-LITES SCX SERIES

COMPASS CELR SERIES

ACUITY EDGR SERIES EXIT

SINGLE FACE EXIT SIGN

LSI TLWP Series

LUMARK LDWP-GL-6B-ED-7040-PE

LITHONIA TWX2LED P4 40K MVOLT PE DDBXD

EXO WGH1-50-LSCS-UNVC

LED WALLPACK

LUMARK PREVAIL DISCRETE

LITHONIA RSX2 LED SERIES,

VP-ST-4-162L-545-4K8-5QW-NXWS40F

BECON VIPER STRIKE TYPE 5QW DIST

LED AREA LIGHT ON SQUARE STRAIGHT STEEL POLE

LUMARK PREVAIL DISCRETE

LITHONIA RSX2 LED SERIES,

VP-ST-4-162L-545-4K8-5QW-NXWS40F

BECON VIPER STRIKE TYPE 5QW DIST

LED AREA LIGHT ON SQUARE STRAIGHT STEEL POLE

LUMARK PREVAIL DISCRETE

LITHONIA RSX2 LED SERIES,

VP-ST-4-162L-545-4K8-5QW-NXWS40F

BECON VIPER STRIKE TYPE 5QW DIST

LED AREA LIGHT ON SQUARE STRAIGHT STEEL POLE

LUMARK PREVAIL DISCRETE

LITHONIA RSX2 LED SERIES,

VP-ST-4-162L-545-4K8-4W-NXWS40F

BECON VIPER STRIKE TYPE 4W DIST

LED AREA LIGHT ON SQUARE STRAIGHT STEEL POLE

LUMARK PREVAIL DISCRETE

LITHONIA RSX2 LED SERIES,

VP-ST-4-162L-545-4K8-4W-NXWS40F

BECON VIPER STRIKE TYPE 4W DIST

LED AREA LIGHT ON SQUARE STRAIGHT STEEL POLE

LITHONIA RSX2 LED SERIES,

VP-ST-4-162L-545-4K8-3-NXWS40F

BECON VIPER STRIKE TYPE 3 DIST

LED AREA LIGHT ON SQUARE STRAIGHT STEEL POLE

COLUMBIA LXEM SERIES, METALUX 4VT3

HARDWARE

PROVIDE STAINLESS STEEL MOUNTING

ACUITY FEM SERIES

LED W/ FIBERGLASS ENCLOSURE

METALUX 14GR-LEA SERIES,

VISIONEERING LRTA SERIES,

COLUMBIA LJT SERIES, WILLIAMS 50F,

ACUITY GTL LED SERIES

4' LED LENSED TROFFER

PRESCOLITE LFR SERIES, HALO COMM PRS4

ACUITY LDN6SQ SERIES

6" SQUARE LED DOWNLIGHT

COLUMBIA SRP SERIES, METALUX FPS SERIES,

ACUITY CPANL SERIES

2X4 EDGE-LIT LED FLAT PANEL

03/11/24 Add. #31 david Text Box

ATTACHMENT NUMBER 3

B

C D

1 2 3 4 5

A B

C D

P:\22107\22107e102.dgn

$REF001

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$REF006

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$REF009

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$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

11-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

4#250MCM AL, 4"C

2 SETS OF

4#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.

4#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

03/11/24 Add. #32 david Text Box

B

C D

1 2 3 4 5

A B

C D

P:\22107\22107e301.dgn

$REF001

$REF002

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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

11-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

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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

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

55423

14332

A

PHASE LOAD V.A.

55469

16282

C

GPCO PADMOUNT XMFR

TRIP

MOUNTED

AMPS

L1_SEC1

/ L1_SEC2

PANEL

47831

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

55423

41091

16666

A

PHASE LOAD V.A.

47831

37267

16666

B

FED BY

55469

39187

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

16666

16666

16666

AMPS

VOLT-

3/4"

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

1#10G

4#8

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

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

SPARE

SERVES

WIRE

PH,

SURGE

SPARE

AC-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#8G

4#3

3#12

3#12

1#8G

4#3

4#10

4#10

4#10

WIRE

1/2"

1/2"

1.25"

3/4"

3/4"

3/4"

CD.

AMPS

VOLT-

NEW

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

03/11/24 Add. #32 david Text Box

B

C D

1 2 3 4 5

A B

C D

P:\22107\22107e401.dgn

$REF001

$REF002

$REF003

$REF004

$REF005

$REF006

$REF007

$REF008

$REF009

$REF010

$REF011

$REF012

$REF013

$REF014

$REF015

$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

11-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

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

LCL1

DAC-3

DAC-2

EUH-1

EF-1

DCU-2 DCU-3

EF-5

KEF-1

SF-1

AC-1

SCALE:

= 1'-0

4 0 2 4 8

N O R T H

T R U E

N

E401

FLOOR PLAN - SYSTEMS/HVAC POWER

SYSTEMS/HVAC POWER

FLOOR PLAN -

F

NOTES:(THIS SHEET ONLY)

CONNECTIONS.

CONDUCTORS BETWEEN INTERIOR AND EXTERIOR UNITS. MAKE ALL FINAL

EXTERIOR UNIT SUPPLIES POWER TO INTERIOR UNIT. PROVIDE STRANDED

L1-26

L1-36

60A/2P

L1-47 L1-51

30A/2P/3R

L1-44

30A/2PL1-40

30A/2P

F

30A/2P/3R

J

RECIRC

DMV &

M

IN ATTIC

L1-64

M

L1-66

DATA RACK - ELEVATION

NO SCALE

FOR TELCO/FIBER ENTRANCE

CONDUIT OUT TO SITE

2-2" C

6"A.F.F. MIN.

STUB UP

PROVIDE QUAD RECEPTACLE WITHIN RACK

PROVIDE CAT 6 JACK WITHIN RACK

CAT 6 PATCH PANEL

FIBER TRAY AND 110 BLOCKS

2-4"C UP INTO ATTIC

60A/3P/3R

L1-72

Add. #31 03/11/24

F david Text Box