100 RIBAUT ROAD

BEAUFORT, SOUTH CAROLINA, 29902

BEAUFORT COUNTY ADMINISTRATION BUILDING

NEW GENERATOR AND SCREEN WALL

SCOPE OF WORK:

A. IN GENERAL, THE PROJECT CONSISTS OF INSTALLATION OF A NEW DIESEL POWERED GENERATOR

SERVING THE EXISTING ADMINISTRATION BUILDING AT THE BEAUFORT COUNTY GOVERNMENT

COMPLEX ON RIBAUT ROAD IN BEAUFORT, SOUTH CAROLINA

B. GENERAL CONSTRUCTION WORK INCLUDES GRADING, CONSTRUCTION OF A REINFORCED

CONCRETE PAD AND CONSTRUCTION OF A MASONRY SCREEN WALL WITH GATE

C. THE SCREEN WALL UTILIZES REINFORCED CONCRETE MASONRY UNITS (CMU) WITH AN EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) ON THE EXTERIOR AND MASONRY SEALER ON THE INTERIOR

AND METAL GATES HUNG FROM CONCRETE FILLED STEEL PIPES

D. THE SCREEN WALL WILL BEAR ON REINFORCED CONCRETE STRIP FOOTINGS

E. THE GENERATOR PAD UTILIZES 4,000 PSI REINFORCED CONCRETE BEARING ON A #57 STONE BASE

F. WORK INCLUDES LANDSCAPING AND SOD AT THE BASE OF THE GENERATOR SCREEN WALL

G. ELECTRICAL WORK INCLUDES INSTALLATION OF THE NEW GENERATOR WITH AN AUTOMATIC

TRANSFER SWITCH AND ELECTRICAL CONDUIT AND WIRE CONNECTING THE GENERATOR TO THE

EXISTING PANELS IN THE ADMINISTRATION BUILDING

H. ALL WORK WILL OCCUR WHILE THE EXISTING ADMINISTRATION BUILDING REMAINS OCCUPIED AND

FULLY OPERATIONAL. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER

TO SCHEDULE ANY ELECTRICAL SHUTDOWN TO OCCUR AFTER HOURS

I. MAINTAIN ALL EXISTING ACCESSIBLE AND PEDESTRIAN SIDEWALKS FREE, CLEAR, AND

UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION

GENERAL

G-101 COVER SHEET, SHEET INDEX AND SCOPE OF WORK

G-102 DRAWING STANDARDS AND CONSTRUCTION NOTES

G-103 GENERATOR AND FUEL TANK DATA AND DIMENSIONS

G-104 STORAGE, STAGING AND LAYDOWN PLAN

LOCATION MAP

N

SHEET INDEX:

ARCHITECTURAL

A-101 GENERATOR LOCATION

A-201 GENERATOR ENCLOSURE FLOOR PLAN AND ELEVATIONS

A-301 GENERATOR ENCLOSURE WALL SECTIONS AND DETAILS

A-302 EXISTING BUILDING SECTIONS AT ELECTRICAL ROOM

SCAN FOR DIRECTIONS

TO PROJECT SITE

DESIGN TEAM

ARCHITECT

BEAUFORT DESIGN BUILD, LLC.

2 FIRE STATION LANE

SEABROOK, SC, 29940

P. 843-466-3664

ELECTRICAL

ENGINEER

CDDC, LLC.

PO BOX 2869

BLUFFTON, SC, 29910

P. 843-384-4731

NOTE:

CDDC, LLC IS PROVIDING ELECTRICAL ENGINEERING UNDER A

SEPARATE CONTRACT WITH BEAUFORT COUNTY

ELECTRICAL

E001 E002 E100 E200

COVER SHEET,

SHEET INDEX AND

SCOPE OF WORK

G-101

EXISTING COURTHOUSE

BUILDING

EXISTING DETENTION

CENTER BUILDING

(PROJECT LOCATION)

EXISTING LAW

ENFORCMENT

CENTER BUILDING

EXISTING

ADMINISTRATION

BUILDING

EXISTING 3-STORY

A. HORNE OFFICE

BUILDING

MARSH ROAD

DUKE STREET

BOUNDARY

STREET

RIBAUT

ROAD

SHEET INFORMATION

CONSTRUCTION

FOR

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BEAUFORT COUNTY

ADMINISTRATION BUILDING

NEW GENERATOR AND

SCREEN WALL

100 RIBAUT ROAD,

BEAUFORT, SC 29902

NEW GENERATOR

LOCATION

MEP ENGINEERING SERVICES ARE

CONTRACTED DIRECTLY BY THE

OWNER. THE OWNER SHALL

MAINTAIN DIRECT CONTRACTUAL

RESPONSIBILITY WITH THE MEP

ENGINEER. THE ARCHITECT SHALL

COORDINATE WITH THE OWNER’S

MEP ENGINEER AS REQUIRED FOR

THE PROJECT.

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RIBAUT ROAD

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BAY ST

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MARSH RD

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DUKE ST

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BAGGETT ST

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GREENE ST

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HAMMER ST

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SYCAMORE ST

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NORTH ST

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100 RIBAUT ROAD

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BEAUFORT, SC 29902

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RAC

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DCS

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ARCHITECT / ENGINEER'S SEAL

SIGNS ARE THE MINIMUM THAT ARE TO BE POSTED AT

TEMPORARY BARRICADES AND ACCESS POINTS TO

CONSTRUCTION AREA. THE CONTRACTOR IS RESPONSIBLE

FOR THE RESTRICTION OF ACCESS TO CONSTRUCTION AREAS

AND COMPLIANCE WITH THE APPLICABLE OSHA REQUIREMENTS

NEW OR EXISTING SPRINKLER

HEAD

SUSPENDED ACOUSTICAL TILE

OR GYPSUM BOARD CEILING

PLASTIC SPRINKLER HEAD PROTECTOR

WITH REMOVABLE FOAM OR MAGNETIC

ATTACHMENT TO SPRINKLER HEAD

UTILIZE AS NECESSARY TO PREVENT

DAMAGE FROM PAINTING AND AS

APPROPRIATE TO PREVENT ACCIDENTAL

DISCHARGE

SEAL BETWEEN POLE

AND WALL

PREFABRICATED

MAGNETIC DOOR

SPRING LOADED POLE SPACED

AS RECOMMENDED BY

BARRIER MANUFACTURER

EXISTING SUSPENDED

ACOUSTICAL TILE CEILING

4 MIL FLAME-RESISTANT

PLASTIC SHEATHING

EXISTING WALL OR

PARTITION

EX

IS

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H

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NOTE:

1. IN ADDITION TO DUST BARRIERS, CONTRACTOR SHALL PROVIDE

CONSTRUCTION WALK-OFF (TACKY) MAT AT ALL CONSTRUCTION

ENTRANCE AND EXIT POINTS. REPLACE MATS AS OFTEN AS

NECESSARY TO CONTROL THE SPREAD OF DUST AND DEBRIS

ABBREVIATIONS

W3

A#

DRAWING TAGS AND REFERENCES

MATERIAL DESIGNATIONS

CONTINUOUS DIMENSIONAL WOOD LUMBER

WOOD BLOCKING AND NAILERS

RIGID INSULATION

BATT INSULATION

LINE TYPES

DOMESTIC WATER LINE

SANITARY SEWER LINE

GAS LINE

HOT WATER SUPPLY LINE

COLD WATER SUPPLY LINE

COLUMN TAG

EARTH

GRAVEL / STONE

CONCRETE

# POUND OR NUMBER

@ AT

& AND

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

ANOD ANODIZED

ASTM AMERICAN SOCIETY OF TESTING AND

MATERIALS

ATC ACOUSTICAL TILE CEILING

BFRT BEAUFORT

BOCR BACK OF CURB RADIUS

BOT BOTTOM

BTM BOTTOM

BYND BEYOND

CJ CONTROL JOINT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPRESSIBLE

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

DEMO DEMOLISH

DIM DIMENSION

DN DOWN

DP DESIGN PRESSURE

DR DOOR

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EX EXISTING OR EXTERIOR

EXT EXTERIOR

FIN FINISH OR FINISHED

FL FLOOR

FP FIRE PROTECTION

GA GAUGE

GALV GALVANIZED

GWB GYPSUM WALL BOARD

GYP GYPSUM WALL BOARD

HCW HOLLOW CORE WOOD (DOOR)

HP HIGH POINT

HR HOUR

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

LAM LAMINATE

LF LINEAR FOOT OR LINEAR FEET

MFR MANUFACTURER

MIN MINIMUM

N/A NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NTS NOT TO SCALE

OC ON CENTER

OSB ORIENTED STRAND BOARD

OSHA OCCUPATIONAL SAFETY ND HEALTH

ADMINISTRATION

PSF POUND(S) PER SQUARE FOOT

RBR RUBBER

SATC SUSPENDED ACOUSTICAL TILE CEILING

SMACNA SHEET METAL and AIR CONDITIONING

CONTRACTORS' NATIONAL ASSOCIATION

SCDHEC SOUTH CAROLINA DEPARTMENT OF

HEALTH AND ENVIRONMENTAL

CONTROL

SCOSE SOUTH CAROLINA OFFICE OF STATE

ENGINEER

SF SQUARE FOOT OR SQUARE FEET

UL UNDERWRITERS LABORATORIES

VIF VERIFY IN FIELD

FFE FINISH(ED) FLOOR ELEVATION

ROOM NUMBER

DOOR NUMBER

EQUIPMENT NUMBER

RESTROOM ACCESSORY

NUMBER

FINISHED FLOOR ELEVATION

PARTITION TYPE NUMBER

INTERIOR / CASEWORK /

MILLWORK ELEVATION

SPOT ELEVATION

EXTERIOR / INTERIOR /

CASEWORK / MILLWORK

ELEVATION

ENLARGED DETAIL OR

ENLARGED FLOOR PLAN

WALL / BUILDING SECTION

EXISTING CONDITIONS

PHOTOGRAPH STATION POINT

DRAWING KEYNOTE

WINDOW NUMBER

PERMANENT OR TEMPORARY FENCE, AS NOTED

FIBERGLASS OR REINFORCED PLASTIC

STEEL, ALUMINUM AND OTHER METALS

GLASS AND MIRROR (ELEVATION)

PROPERTY LINE

BRICK AND BRICK PAVERS (ELEVATION)

PLYWOOD SHEATHING / BACKER BOARD

RIGID INSULATION

HH

SSSS

OVERHEAD ELECTRICAL LINEOEOE

UNDERGROUND ELECTRICAL LINEUU

CC

XX

DATA LINE, AS NOTED (CABLE TV, INTERNET, ETC.)DD

TELEPHONE LINE (BURIED OR OVERHEAD, AS NOTED)TT

1-HOUR FIRE RATED WALL

2-HOUR FIRE RATED WALL

GRASS / LAWN

ASPHALT SHINGLES (ELEVATION)

STANDING SEAM METAL ROOF (ELEVATION)

SUPPLY AIR

RETURN / MAKUP / FRESH AIR

RIGID INSULATION

GENERAL CONSTRUCTION NOTES

1. ALL WORK SHALL BE CARRIED OUT ACCORDING TO GOOD CONSTRUCTION PRACTICES

2. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS

2.1. BUILDING: 2021 INTERNATIONAL BUILDING CODE

2.2. ELECTRICAL: 2020 NATIONAL ELECTRICAL CODE

2.3. FIRE CODE: 2021 INTERNATIONAL FIRE CODE

2.4. NATIONAL FIRE PROTECTION ASSOCIATION: NFPA 13

2.5. ICC A11.7-2017 AND THE AMERICAN WITH DISABILITIES ACT (ADA)

2.6. SOUTH CAROLINA STATE FIRE MARSHAL RULES, REGULATIONS, AND POLICIES

3. ALL WORK SHALL BE UNDERTAKEN AND MANAGED IN ACCORDANCE WITH OSHA STANDARDS FOR THE

CONSTRUCTION INDUSTRY

4. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LIFE SAFETY ELEMENTS DURING CONSTRUCTION. TO THE EXTENT REQUIRED BY DEMOLITION, CUTTING AND PATCHING AND CONSTRUCTION ACTIVITIES, MAINTAIN AND PROTECT TO EXIT SIGNAGE, FIRE EXTINGUISHERS AND FIRE SPRINKLER SYSTEMS

AS NECESSARY TO SATISFY LOCAL, STATE AND FEDERAL STANDARDS, CODES AND GUIDELINES

5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES

6. GENERAL CONTRACTOR SHALL REPORT, TO THE ARCHITECT, ANY AND ALL DISCREPANCIES REGARDING EXISTING CONDITIONS OR WITHIN THE DRAWINGS AND THE SPECIFICATIONS. FAILURE TO DO SO WILL RELIEVE THE ARCHITECT OF ANY RESPONSIBILITY REGARDING ANY CONSEQUENCES THAT MIGHT RESULT

FROM SUCH DISCREPANCIES

7. GENERAL CONTRACTOR SHALL SUBMIT, FOR OWNER AND ARCHITECT APPROVAL, SAMPLES AND PRODUCT

DATA FOR ANY SUBSTITUTED PRODUCTS AND / OR SYSTEMS

8. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATION OF ALL DISCIPLINES AND TRADES

AND THEIR POTENTIAL IMPACT ON THE PROJECT

9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING , BETWEEN TRADES, ALL CUTTING AND

PATCHING RESPONSIBILITIES

10. DUE TO MANUFACTURER VARIATIONS ON TYPE AND SIZES OF EQUIPMENT, MATERIALS, ETC., ALL

DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR AND

APPROPRIATE COORDINATE WITH THE SUBCONTRACTORS AND SUPPLIERS

11. CONSTRUCTION DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS, LARGE SCALE DETAILS TAKE PRECEDENCE OVER PLANS AND ELEVATIONS AND ENGINEERING DRAWINGS TAKE PRECEDENCE OVER

ARCHITECTURAL GRAPHIC REPRESENTATIONS

12. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS AND FINAL

CLEANING

13. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH TENANT FACILITIES FOR LOCATION OF

TEMPORARY RESTROOM, DUMPSTER OTHER TEMPORARY FACILITIES AND EQUIPMENT. EXISTING

RESTROOMS INSIDE OF THE BUILDING ARE OFF LIMITS TO CONSTRUCTION PERSONNEL

14. GENERAL CONTRACTOR IS RESPONSIBLE FOR KNOWING AND COMPLYING WITH ALL LOCAL ORDINANCES

REGARDING NOISE, WORK HOURS, ETC

COORDINATE TEMPORARY BARRICADES AND PROTECTIONS

WITH EXISTING CONDITIONS AND REQUIREMENTS FOR

ELECTRICAL WORK ABOVE OFFICES, CORRIDORS, ETC. AND IN

THE EXISTING ELECTRICAL ROOM

COORDINATE REQUIREMENTS WITH OWNER

HEAD PROTECTIONA5

NOT TO SCALE

EXISTING FIRE SPRINKLER DRAWING

STANDARDS AND

CONSTRUCTION

NOTES

G-102

TEMPORARY DUST BARRIERC5

NOT TO SCALE

SHEET INFORMATION

CONSTRUCTION

FOR

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BEAUFORT COUNTY

ADMINISTRATION BUILDING

NEW GENERATOR AND

SCREEN WALL

100 RIBAUT ROAD,

BEAUFORT, SC 29902

TEMPORARY DUST BARRIERD5

NOT TO SCALE

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GENERATOR SIZE AND DATA

NOT TO SCALE

A1

GENERATOR AND

FUEL TANK

DATA AND

DIMENSIONS

G-103

SHEET INFORMATION

CONSTRUCTION

FOR

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BEAUFORT COUNTY

ADMINISTRATION BUILDING

NEW GENERATOR AND

SCREEN WALL

100 RIBAUT ROAD,

BEAUFORT, SC 29902

DIMENSIONS AND CONFIGURATION

NOT TO SCALE

A3

1,700 GALLON TANK

ELECTRICAL GENERATOR AND FUEL TANK INFORMATION

PROVIDED FOR REFERENCE ONLY. ELECTRICAL DESIGN AND

DRAWINGS TO BE PROVIDED BY CDDC, LLC UNDER A

SEPARATE CONTRACT WITH BEAUFORT COUNTY

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EX. WET POND

EX. WET POND

EX. 2-STORY COURTHOUSE BLDG

16,570 SqFt

FFE=21.0

MARSH ROAD

RIBAUT ROAD RIBAUT ROAD

EX. 2-STORY

ADMINISTRATION BLDG

15,940 SqFt

FFE=18.50'

14.00

13.00

15.00 16.00

17.00

18.00

2INNP T

F

IT TING

2IN N

PT FIT

TIN G

1-1/ 2IN

NP T F

I TTIN

G

INN PT FIT TING

-1/2

IN NP TF IT

TI NG

2IN

NP T FIT T

ING

2IN

NPT FITT ING2I N

NP T F ITT

ING

EXISTING BUILDING

GENERAL NOTES:

SHEET KEY NOTES:

A. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD VERIFY

ALL EXISTING DIMENSIONS AND CONDITIONS

B. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CARRYOUT ALL DEMOLITION

AND DISPOSAL IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND

FEDERAL REGULATIONS

C. ALL EXISTING VEGETATION AT BUILDING PERIMETER IS TO BE PROTECTED

DURING DEMO AND CONSTRUCTION. GENERAL CONTRACTOR IS RESPONSIBLE

FOR REMEDIATION OF REPLACEMENT OF ALL DAMAGED PLANTING

D. ALL EXISTING EGRESS ROUTES, MEAN OF EGRESS AND EXITS ARE TO BE KEPT

FREE AND CLEAR FOR THE DURATION OF DEMOLITION AND CONSTRUCTION

E. CONTRACTOR SHALL DOCUMENT ALL EXISTING SITE CONDITIONS PRIOR TO

BEGINNING WORK. SIDEWALKS, ASPHALT PAVING, LANDSCAPING, ETC.

DAMAGED BY STORAGE AND/OR MOVEMENT OF MATERIALS AND/OR

EQUIPMENT INTO THE BUILDING, REMOVAL OF DEMOLITION MATERIALS, ETC.

SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE

LEGEND:

1. EXISTING ELECTRICAL POLE

2. TEMPORARY RESTROOM TO BE LOCATED INSIDE CONSTRUCTION FENCING

3. EXISTING ACCESSIBLE PARKING SPACES. DO NOT BLOCK

4. CONSTRUCTION DUMPSTER TO BE LOCATED INSIDE CONSTRUCTION FENCING.

DUMPSTER SHALL BE EMPTIED WHEN IT IS FILLED TO THE TOP. DO NOT ALLOW

TO OVERFLOW

5. EXISTING TRAFFIC CONTROL GATE

6. CONSTRUCTION FENCING AND GATE BY CONTRACTOR

7. EXISTING CONCRETE SIDEWALK

8. ALL CONSTRUCTION TRAFFIC IS TO ACCESS THE SITE VIA MARSH ROAD

9. EXISTING VEGETATION TO BE PROTECTED DURING CONSTRUCTION

10. EXISTING EXIST AND ENTRY PATHWAY TO BE MAINTAINED FREE AND CLEAR AT

ALL TIMES

11. GENERAL CONTRACTOR RESPONSIBLE FOR SECURING MATERIAL AND

EQUIPMENT

12. PROPOSED LOCATION OF NEW GENERATOR AND SCREEN WALL

13. EXISTING ELECTRICAL TRANSFORMER

14. EXISTING GAS METER

15. EXISTING ABOVE-GRADE UTILITY CABINET

16. EXISTING TELECOMMUNICATIONS PEDESTAL

EXISTING CONCRETE SIDEWALK

FENCED CONSTRUCTION PARKING LAYDOWN, STAGING

AND STORAGE AREA. CONTRACTOR SHALL BE

RESPONSIBLE FOR SECURING AND MAINTAINING IN A

CLEAN AND ORDERLY MANNER

CONSTRUCTION SITE ACCESS AND EXIT SHALL BE VIA

MARSH ROAD. ALL OTHER ACCESS POINTS ARE OFF

LIMITS

SHEET INFORMATION

CONSTRUCTION

FOR

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BEAUFORT COUNTY

ADMINISTRATION BUILDING

NEW GENERATOR AND

SCREEN WALL

100 RIBAUT ROAD,

BEAUFORT, SC 29902

STORAGE, STAGING AND LAYDOWN PLANA2

1/32" = 1'-0" 0 12' 24' 72'48'

CONTRACTOR SHALL

PHOTOGRAPH AND DOCUMENT

ALL EXISTING SITE CONDITIONS

BEFORE BEGINNING WORK.

DAMAGED LANDSCAPING,

PAVING, SIDEWALKS AND

OTHER SITE CONDITIONS NOT

DOCUMENTED WILL BE

REPAIRED BY THE

CONTRACTOR AT NO EXPENSE

TO THE OWNER

NO CONSTRUCTION

TRAFFICNO CONSTRUCTION

TRAFFIC

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

EXISTING PARKING LOT IS OFF LIMITS TO

CONSTRUCTION PERSONNEL AND SHALL NOT

BE USED FOR PARKING, STORAGE, STAGING

OR ANY OTHER CONSTRUCTION ACTIVITIES

STORAGE, STAGING

AND LAYDOWN

PLAN

G-104

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EX. 2-STORY

ADMINISTRATION BLDG

15,940 SqFt

FFE=18.50'

14.00

.00

.0

.0

17.00

18.00

A2 A-302

C2 A-302

EXISTING BUILDING

GENERAL NOTES:

SHEET KEY NOTES:

A. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD VERIFY

ALL EXISTING DIMENSIONS AND CONDITIONS

B. CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UNDERGROUND

UTILITIES BEFORE EXCAVATION AND PROTECT EXISTING UTILITIES

LEGEND:

1. EXISTING TELECOMMUNICATIONS PEDESTAL

2. EXISTING TRAFFIC CONTROL GATE

3. EXISTING CONCRETE SIDEWALK IS TO BE MAINTAINED FREE AND CLEAR AT ALL

TIMES

4. NEW DIESEL POWERED ELECTRICAL GENERATOR

5. CMU SCREEN WALL WITH EIFS FINISH TO MATCH EXISTING BUILDING

6. EXISTING ADMINISTRATION BUILDING

7. EXISTING TREE TO REMAIN

8. PROVIDE UNDERGROUND ELECTRICAL CONDUIT FROM GENERATOR TO EXISTING

BUILDING. ROUTE CONDUIT ABOVE CEILING WITHIN BUILDING AND EXTEND TO

EXISTING ELECTRICAL ROOM. COORDINATE EXACT ROUTING WITH EXISTING

BUILDING CONDITIONS

9. EXISTING ABOVE-GRADE UTILITY CABINET

10. 6", 4,000 PSI REINFORCED CONCRETE GENERATOR PAD. TOP OF PAD TO BE SET

AT ELEVATION 14.50

11. EXISTING DUMPSTER ENCLOSURE TO BE REMOVED

12. EXISTING ELECTRICAL POLE

13. APPROXIMATE LOCATION OF EXISTING TREE DRIP LINE

14. EXISTING ACCESSIBLE ROUTE FROM PARKING SPACES TO BUILDING. MAINTAIN

FREE AND CLEAR AT ALL TIMES

15. EXISTING GAS METER

16. NEW LOW-MAINTENANCE, DROUGHT-TOLERANT LANDSCAPING AROUND SCREEN

WALL. MAINTAIN REQUIRED GENERATOR ACCESS AND SERVICE CLEARANCES

17. EXISTING SIGN TO REMAIN

18. REMOVE EXISTING LANDSCAPING AS REQUIRED FOR CONSTRUCTION OF NEW

GENERATOR ENCLOSURE

19. DO NOT PENETRATE EXISTING 2-HOUR FIRE RATED STAIR SHAFT WALL

20. EXISTING ELECTRICAL TRANSFORMER

21. REMOVE EXISTING CONCRETE PAVERS AND INSTALL NEW 4" THICK 3,600 PSI

CONCRETE SIDEWALK FROM EXISTING EXIT LANDING TO EXISTING SIDEWALK.

MATCH EXISTING GRADES, PROVIDE FLUSH TRANSITIONS, AND REPAIR ADJACENT

LANDSCAPING DISTURBED BY CONSTRUCTION

22. NEW 4" THICK 3,600 PSI ACCESSIBLE CONCRETE SIDE WALK CONNECTING TO

EXISTING ACCESSIBLE ROUTE. MATCH EXISTING GRADES AND PROVIDE FLUSH

TRANSITIONS. SLOPES SHALL COMPLY WITH ACCESSIBILITY REQUIREMENTS

23. REMOVE EXISTING LANDSCAPING TO THE EDGE OF THE ADJACENT WINDOW AS

REQUIRED FOR TRENCHING AND INSTALLATION OF NEW EXTERIOR JUNCTION

BOX. PROVIDE NEW SOD IN ALL DISTURBED AREAS UPON COMPLETION OF WORK

24. REMOVE EXISTING DUMPSTER PAD, ENCLOSURE, AND ASSOCIATED MATERIALS.

PREPARE SUBGRADE AS REQUIRED FOR NEW GENERATOR PAD

25. EXISTING STAIRS TO REMAIN

EXISTING CONCRETE SIDEWALK

PROPERTY LINE

EXISTING LIGHT POLE

EC

EXISTING CONDITIONS PHOTOGRAPH STATION POINT AND

DIRECTION OF VIEW

CJ CJ CJ CJ

EXPANSION JOINT

TYPICAL

TOOLED CONTROL

JOINT TYPICAL5'-0"

10'-0"

SE

E

PL

AN

S

45'-0"

4"

EXPANSION JOINTCONTROL JOINT

1/ 2"

1/ 8"

4"

1/2"

1/ 2"

NOTE:

1. A GROOVE JOINT 1" DEEP WITH A 1/8" RADIUS SHALL BE REQUIRED IN

CONCRETE SIDEWALKS AT 5'-0" INTERVALS. A 1/2" EXPANSIONS JOINT WILL

BE REQUIRED WHERE THE WALK JOINS A RIGID STRUCTURE

2. ALL CONCRETE TO BE 3600 PSI COMPRESSIVE STRENGTH AT 28 DAYS

UNLESS NOTED OTHERWISE

SEALANT W/ BACKER

ROD

COMPRESSIBLE

FILLER

1/8" RADIUS

1/8"

FOR PLATE JOINT,

TYPICAL

T/

T

T = PAVEMENT THICKNESS

EXISTING

PAVEMENT

3" = 1'-0" E3

CONCRETE CUTTING/

PATCHING DETAIL

JOINT SEAL

NOTES:

1. HOLES APPROXIMATELY 1/8 INCH GREATER IN DIAMETER THAN

THE DOWELS SHALL BE DRILLED IN THE EXISTING CONCRETE

AND THE DOWELS SHALL BE BONDED IN THE DRILLED HOLES

USING AN EPOXY RESIN GROUT.

DRILL AND EPOXY

GROUT DOWEL

5/8" Ø DOWEL,

16" LENGTH @ 12" OC

1/2 DOWEL LENGTH

NEW

PAVEMENT

C J

SITE PLANA2

1/16" = 1'-0" 0 6' 12' 24'

GENERATOR

LOCATION

A-101

SHEET INFORMATION

CONSTRUCTION

FOR

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BEAUFORT COUNTY

ADMINISTRATION BUILDING

NEW GENERATOR AND

SCREEN WALL

100 RIBAUT ROAD,

BEAUFORT, SC 29902

A5

NOT TO SCALE

VIEW FROM RIBAUT ROADB5

NOT TO SCALE

C5

NOT TO SCALE

VIEW FROM PARKING LOT

VIEW FROM RIBAUT ROAD

A6

NOT TO SCALE

EXISTING CONDITIONS PHOTOGRAPH

B6

NOT TO SCALE

EXISTING CONDITIONS PHOTOGRAPH

16 16

C6

NOT TO SCALE

EXISTING CONDITIONS PHOTOGRAPH

21 23

E2

NOT TO SCALE

CONCRETE SIDEWALK DETAILS

A-201

A2

A-101

C5

D5

ENLARGED

CONCRETE SIDEWALK PLAN

27'-3"

5' -0

D6

ENLARGED CONCRETE

SIDEWALK PLAN

9' -0

3'-4"

0 2' 4' 8'3/16" = 1'-0"0 1' 2' 4'3/8" = 1'-0"

A-401

A2

PLANT SCHEDULE

12 DWARF YAUPON HOLLY ILLEX VOMITORIA 'NANA 2-3' 1-2'

SHRUBS:

QTY COMMON NAME BOTANICAL NAME HEIGHT SPREAD CALIPER GALLON

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A-101

8" CMU WALL

GENERAL NOTES:

SHEET KEY NOTES:

A. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD VERIFY

ALL EXISTING DIMENSIONS AND CONDITIONS

B. ALL STEEL ELEMENTS TO BE PRIME AND PAINTED

LEGEND:

1. PAINTED EIFS FINISH

2. 3/4" EIFS EXPANSION JOINT, COMPATIBLE SEALANT WITH CLOSED CELL

BACKER ROD. ALIGN WITH CMU CONTROL JOINT

3. CAST STONE WALL CAP

4. 6" #57 STONE CONTINUOUS AROUND NEW GENERATOR PAD

5. 8" REINFORCED CMU BLOCK WITH TWO (2) COATS MASONRY SEALER,

COLOR TO MATCH EIFS

6. 6" Ø SCH 40 GALV POST PRIMED AND PAINTED

7. 2 1/2" Ø GALV GATE FRAME PRIMED AND PAINTED

8. 20 GA GALVANIZED STEEL 4" RIB METAL PANEL, FASTEN TO EACH GATE

FRAME WITH SELF-TAPPING SCREWS AT 12" OC (TO MATCH BRUSHED

ALUMINUM WINDOW)

9. 20 GA GALVANIZED STEEL CLOSURE CHANNEL ON TOP AND SIDES OG EACH

GATE, FASTEN TO EACH GATE FRAME WITH SELF-TAPPING SCREWS AT 12" OC

10. 1" Ø STEEL HOOK "L" WELDED TO GATE FRAME

11. 1-1/4" Ø INSIDE DIA SLEEVE WELDED TO 6" GATE POST

12. TURNED-UP ROD WELDED ONTO EACH GATE FRAME TO HOLD DROP ROD IN UP

POSITION

13. 30" HIGH HEAVY DUTY DROP ROD. CENTER DROP ROD (ONE AT EACH GATE)

PROVIDE 6" DEEP SLEEVED STOP SET IN CONCRETE SLAB (DO NOT DRILL FOR

SLEEVES) FOR EACH DROP ROD LOCATION

14. 3,500 PSI CONCRETE FOOTING

15. COMPACTED SUBGRADE

16. NEW CONCRETE SIDEWALK TO EXTEND AND TIE INTO TO EXISTING SIDEWALK

17. 6" REINFORCED CONCRETE SLAB 3,500 PSI

18. EPS FOAM TO TERMINATE AT DRAINAGE TRACK PER MANUFACTURER'S

SPECIFICATIONS

19. GENERATOR AND FUEL TANK BY OTHERS

20. EXPANSION JOINT BETWEEN NEW AND EXISTING CONCRETE

6" #57 STONE CONTINUOUS AROUND GENERATOR PAD

4" RIB METAL PANEL

PAINTED EIFS FINNISH

2IN

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'-8

A6 A-104

A2 A-301

A2 A-301

A4 A-301

16'-0" 7 1/2"

17'-3 1/2"

7 1/2"

'-2

/2

1/

2"

A6 A-104

D6 A-104

C6 A-104 25

'-9

1/

2"

6' -1

1/

2"

'-0

6' -1

1/

2"

1/ 2"

1/

2"

3'-3 1/2" 9'-4"

A2 A-301

A2 A-301

2' -4

3'-4 1/2"

9"

4'-8 1/2"(CLEAR) 4'-8 1/2"(CLEAR)

4' -0

C

LE

AR

'-1

1/

2"

EJ

EJ

7' -6

7'

-6

CJ

12'-0"

TOP OF WALL

0'-0"

TOP OF SLAB

GRADE LEVEL

(VARIES)

A2 A-301

'-0

SE

E N

O

TE

L O

W

ER

R

IG

H T

C O

R N

ER

12'-0"

TOP OF WALL

0'-0"

TOP OF SLAB

12'-0"

TOP OF WALL

0'-0"

TOP OF SLAB

6"

'-0

EQ

1'

-9

EQ

2'

-4

/2

5'-10" 5'-10"4"

4"

A4

A-301

'-0

SE

E N

O

TE

L O

W

ER

R

IG

H T

C O

R N

ER

12'-0"

TOP OF WALL

CJ

GRADE LEVEL

(VARIES)

A4 A-301

'-0

SE

E N

O

TE

L O

W

ER

R

IG

H T

C O

R N

ER

6"

'-0

EQ

1'

-9

EQ

2'

-4

/2

5'-10" 5'-10"4"

4"

12'-0"

TOP OF WALL

SHEET INFORMATION

CONSTRUCTION

FOR

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BEAUFORT COUNTY

ADMINISTRATION BUILDING

NEW GENERATOR AND

SCREEN WALL

100 RIBAUT ROAD,

BEAUFORT, SC 29902

GENERATOR ENCLOSURE FLOOR PLANA2

0 1' 2' 4'3/8" = 1'-0"

NORTH / SOUTH ELEVATION (TYP)A6

0 1' 2' 4'3/8" = 1'-0"

EAST ELEVATION C6

0 1' 2' 4'3/8" = 1'-0"

WEST ELEVATION D6

0 1' 2' 4'3/8" = 1'-0"

ENLARGED ELEVATIOND2

0 2' 4'1' 3'1/2" = 1'-0"

A-104

D2

SIMILAR

1 1

SIMILAR

SIMILAR

SIMILAR

TOP OF SLAB:

14.50' AMSL

GENERATOR

ENCLOSURE

FLOOR PLAN

AND ELEVATIONS

A-201

OVERALL HEIGHT OF

GENERATOR, INCLUDING FUEL

TANK AND ENCLOSURE, SHALL

NOT EXCEED 11'-0". SCREEN

WALL HEIGHT SHALL BE 12'-0".

REFER TO ELECTRICAL

DRAWINGS

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ARCHITECT / ENGINEER'S SEAL

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DCS

SHEET KEY NOTES:

A. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD VERIFY

ALL EXISTING DIMENSIONS AND CONDITIONS

B. ALL STEEL ELEMENTS TO BE PRIME AND PAINTED

1. PAINTED EIFS FINISH

2. 3/4" EIFS EXPANSION JOINT, COMPATIBLE SEALANT WITH CLOSED CELL

BACKER ROD

3. EFIS WALL CAP

4. CONTINUOUS FILTER FABRIC

5. 6" PERFORATED DRAIN EXTENDED TO DAYLIGHT IN RAIN GARDEN

6. 6" #57 STONE CONTINUOUS AROUND NEW GENERATOR PAD

7. 8" REINFORCED CMU BLOCK WITH TWO (2) COATS MASONRY SEALER,

COLOR TO MATCH EIFS

8. NOT USED

9. BACKER ROD AND SEALANT

10. NOT USED

11. 8" CMU BOND BEAM LINTEL W/ (2) #5 CONTINUOUS THROUGH CONTROL JOINT,

GROUTED SOLID FOR DOWEL ANCHORAGE AND FLASHING SUPPORT

12. 1/8" SAW-CUT DRIP, BOTH SIDES OF CAP

13. METAL FLASHING DRIP BOTH SIDES OF CAP

14. 6" Ø SCH 40 GALV POST PRIMED AND PAINTED

15. 2 1/2" Ø GALV GATE FRAME PRIMED AND PAINTED

16. 20 GA GALVANIZED STEEL 4" RIB METAL PANEL, FASTEN TO EACH GATE FRAME

WITH SELF-TAPPING SCREWS AT 12" OC (TO MATCH BRUSHED ALUMINUM

WINDOW)

17. 20 GA GALVANIZED STEEL CLOSURE CHANNEL ON TOP AND SIDES OG EACH

GATE, FASTEN TO EACH GATE FRAME WITH SELF-TAPPING SCREWS AT 12" OC

18. 1" Ø STEEL HOOK "L" WELDED TO GATE FRAME

19. 1-1/4" Ø INSIDE DIA SLEEVE WELDED TO 6" GATE POST

20. TURNED-UP ROD WELDED ONTO EACH GATE FRAME TO HOLD DROP ROD IN UP

POSITION

21. 30" HIGH HEAVY DUTY DROP ROD. CENTER DROP ROD (ONE AT EACH GATE)

PROVIDE 6" DEEP SLEEVED STOP SET IN CONCRETE SLAB (DO NOT DRILL FOR

SLEEVES) FOR EACH DROP ROD LOCATION

22. 3,500 PSI CONCRETE FOOTING

23. COMPACTED SUBGRADE

24. NEW CONCRETE SIDEWALK TO EXTEND AND TIE INTO TO EXISTING SIDEWALK

25. 6X6- W1.4XW1.4 W.W.F. IN TOP 1/3 OF SLAB

26. (4) #5 REBAR WITH 3" MIN COVER

27. 6" REINFORCED CONCRETE SLAB 3,500 PSI

28. (1) #5 HORIZONTAL BAR @ 24" OC, DO NOT CROSS CONTROL JOINT

29. (1) #5 VERTICAL BAR , @ 32" OC AND AT EACH END OR AS INDICATED

30. CONTINUOUS BACKER ROD AND SEALANT WITH COMPRESSIBLE FILLER

31. EPS FOAM TO TERMINATE AT DRAINAGE TRACK PER MANUFACTURER'S

SPECIFICATIONS

32. 2" EPS FOAM

33. EIFS FINISH WITH REINFORCED MESH. STUCCO FINISH COLOR TREATED TBD

34. 12X12X1/8" GUSSET PLATE AT ALL CORNERS (INSIDE ONLY). WELD ALL AROUND

GROUND SMOOTH

35. WATER-RESISTIVE BARRIER COATING

36. 1/8" GALVANIZED CORRUGATED STRIPS AT 24" OC FOR DRAINAGE AT BACK OF

EPS FOAM

37. BASE COAT

38. REINFORCING MESH EMBEDDED IN BASE COAT

39. DETAIL MESH WRAPPED TO BACKSIDE OF EPS 2" MIN

40. BACKSTOP FLASHING TAPE

41. (2) #4 CONT REBAR W/ MIN 3" COVER

42. 10 MIL VAPOR BARRIER

43. 4" #57 CRUSHED STONE BASE

44. (1) #4x18" REBAR (60 KSI) AT EACH 6" POST BASE

45. 4" PERFORATED DRAIN TILE CONTINUOUS TO DAYLIGHT

46. LIQUID APPLIED WATERPROOFING SEALANT TO BE APPLIED 4'-6" ABOVE

REINFORCED CONCRETE FOOTING AND NEW 8" CMU BLOCK WALL

47. CLEAN #57 STONE WRAPPED IN FILTER FABRIC

48. 8" LADDER TYPE JOINT REINFORCEMENT

49. 8" CMU BOND BEAM AT EACH HORIZONTAL REINFORCEMENT

50. GENERATOR BY OTHERS

51. FUEL TANK BY OTHERS

6"

'-0

SE

E N

O

TE

L O

W

ER

R

IG

H T

C O

N

ER

VARIES,

SEE A2/A-104

2'-6"

1' -0

6" M

IN

2' -1

/8

12'-0"

TOP OF WALL

GRADE LEVEL

(VARIES)

0'-0" TOP OF SLAB

1'-0"

1' -0

3' -2

/8

VA

R

IE

S)

1 7/8"

6"

4"

'-2

12'-0"

TOP OF WALL

0'-0" TOP OF SLAB

VARIES,

SEE A2/A-101

1'-0"

1' -0

1/

2"

1'-0"

4"

1/ 2"

1 1/8"

7 5/8"

1 1/8"

2 1/8"

VARIES,

SEE A2/A-104

0'-0" TOP OF SLAB

1'-0"

1' -0

NOTE:

1. HORIZONTAL BAR CONTINUOUS

THROUGH CONTROL JOINT ONLY AT

BOND BEAM LINTEL

3/4" MIN

3"

8" MIN

MUST OVERLAP

8" MIN

NOTES:

1. THOROUGHLY CLEAN ALL JOINTS AND

SUBSTRATES - REMOVE ALL FORIEGN

MATTER INCLUDING DUST, PAINT, OIL,

WATERPROOFING, ETC.

2. PROVIDE AS REQUIRED TO PRODUCE A

CLEAN SEALANT LINE WITHOUT SMEARS

3. DO NOT TWIST OR BRAID BACKER ROD

4. INSTALL SEALANT SO AS TO ELIMINATE

ALL AIR POCKETS

JOINT D = JOINT W

JO

IN

T D

JOINT W

6" M

IN

GRADE LEVEL

(VARIES)

Ø6" 2 1/2"

(VIF) Ø 2 1/2"

1/

2"

4"

NOTE:

1. ALL JOINTS TO BE FULLY WELDED AND GROUND

SMOOTH

2. ALL GALVANIZED MATERIALS TO BE TOUCHED UP

AFTER INSTALLATION

5'-10"

'-2

3"

4' -0

2'-6" Ø

2"

6" Ø 2 1/2"

(VIF)

2 1/2"

5" 8"

7/8"

1"

5/

8"

1"

35°

TYP WALL SECTION THROUGH CMU-EIFS A2

GENERATOR

ENCLOSURE

WALL SECTIONS

AND DETAILS

A-301

SHEET INFORMATION

CONSTRUCTION

FOR

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C

BE

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2 F ire

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(84 3)

6-3 inf o@ be au for tde sig nb uil d.c om ww w.

be au for tde sig nb uil d.c om

R

EV

IS

IO

N S

/ S U

BM

IS

SI

O

N S

BEAUFORT COUNTY

ADMINISTRATION BUILDING

NEW GENERATOR AND

SCREEN WALL

100 RIBAUT ROAD,

BEAUFORT, SC 29902

0 1' 2'6"0 1' 2'6"1" = 1'-0"

TYP WALL SECTION THROUGH GATEA4

0 1' 2'6"0 1' 2'6"1" = 1'-0"

A-301

E2

A-301

D5

A-301

D2

E2 EFIS CAP DETAIL

3"0 6"3" = 1'-0"

D2

TURNDOWN EDGE OF SLAB

AND DRAIN DETAIL

6"3"0 1'1-1/2" = 1'-0"

E3 CMU CONTROL JOINT

3"0 6"3" = 1'-0"

D4 OUTSIDE CORNER - EIFS

NTS

E4

TYPICAL SEALANT JOINT

GEOMETRY

NTS

D5

EIFS - GRADE TERMINATION

FLASHING DETAIL

3"0 6"3" = 1'-0"

E5 GATE POST - PLAN DETAIL

3"0 6"3" = 1'-0"

TYP HINGES DETAIL

A6

NTS

ISOMETRIC GATE FRAMING

INSIDE VIEW DETAIL

E6 GATE POST FOOTING SECTION

0 1' 2' 3'3/4" = 1'-0"

39 3227 3335

3029 28

14 15 3

152734

36 3335

D6 6"3"0 1'1-1/2" = 1'-0"

8" M

IN

4' -6

" A

BO

VE

46 47

CONCRETE FOOTING AND

RETAINING WALL DRAINAGE

A-301

D6

D3 EFIS REVEAL DETAIL

0 3"1" 2"6" = 1'-0"

2' -0

" O C

2' -0

" O C

OVERALL HEIGHT OF

GENERATOR, INCLUDING FUEL

TANK AND ENCLOSURE, SHALL

NOT EXCEED 11'-0". SCREEN

WALL HEIGHT SHALL BE 12'-0".

REFER TO ELECTRICAL

DRAWINGS

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SHEET KEY NOTES:

A. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIELD VERIFY

ALL EXISTING DIMENSIONS AND CONDITIONS

NO WORK IN THIS PORTION OF

EXISTING BUILDING

LEGEND:

1. EXISTING CONCRETE SIDEWALK

2. NEW DIESEL POWERED ELECTRICAL GENERATOR

3. CMU SCREEN WALL WITH EIFS FINISH TO MATCH EXISTING BUILDING

4. EXISTING ADMINISTRATION BUILDING

5. PROVIDE UNDERGROUND ELECTRICAL CONDUIT FROM GENERATOR TO EXISTING

BUILDING. ROUTE CONDUIT ABOVE CEILING WITHIN BUILDING AND EXTEND TO

EXISTING ELECTRICAL ROOM. COORDINATE EXACT ROUTING WITH EXISTING

BUILDING CONDITIONS

6. 6", 4,000 PSI REINFORCED CONCRETE GENERATOR PAD. TOP OF PAD TO BE SET

AT ELEVATION 14.50

7. NEW LOW-MAINTENANCE, DROUGHT-TOLERANT LANDSCAPING AROUND SCREEN

WALL. MAINTAIN REQUIRED GENERATOR ACCESS AND SERVICE CLEARANCES

8. REMOVE EXISTING LANDSCAPING TO THE EDGE OF THE ADJACENT WINDOW AS

REQUIRED

9. PROVIDE SLEEVE AND SEAL AT CONDUIT PENETRATIONS THROUGH EIFS WALL

SYSTEM. MAINTAIN WEATHER-RESISTIVE BARRIER CONTINUITY AND PROVIDE

BACKER ROD AND HIGH-PERFORMANCE ELASTOMERIC SEALANT AT ALL

PENETRATIONS. INSTALL FLASHING AND ACCESSORIES IN ACCORDANCE WITH

EIFS MANUFACTURER'S RECOMMENDATIONS

10. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE MOST APPROPRIATE

ROUTE FOR ELECTRICAL SERVICE FROM THE ATS PANEL ON THE EXISTING

ELECTRICAL ROOM

11. APPROXIMATE LOCATION OF NEW AUTOMATIC TRANSFER SWITCH FOR NEW

GENERATOR. SEE ELECTRICAL DRAWINGS

12. EXISTING SUSPENDED ACOUSTICAL TILE CEILING

13. NEW ELECTRICAL CONDUIT (BEYOND)

14. PROVIDE NEW 36" X 36"X12" EXTERIOR ELECTRICAL JUNCTION BOX. COORDINATE

WITH ELECTRICAL DRAWINGS

15. DETECTABLE UNDERGROUND WARNING TAPE INDICATING

"CAUTION BURIED ELECTRICAL" AND BURIED 12" ABOVE ELECTRICAL CONDUIT

16. PROVIDE NEW 36" X 36" RECESSED INTERIOR ELECTRICAL JUNCTION BOX. FRAME

WALL OPENING AROUND BOX AS REQUIRED. COORDINATE WITH ELECTRICAL

DRAWINGS.

+35.50

2ND FINISH FLOOR

+62.50

TOP OF ROOF

DCB.1B.2BA

36'-10"12'-0"12'-0"12'-0"36'-10"

+49.50

TOP OF STEEL BEAM

+51.50 TRUSS BEARING

+19.50

1ST FINISH FLOOR

C2 A-302

9' -0

CORRIDOR

WORK AREA

OFFICE

WORK AREA

CORRIDOR

OFFICE

OFFICE

CORRIDOR

ELECTRICAL

A2 A-302

12'-0" 24'-0" 12'-0" 24'-0" 36'-10" 1'-8"

3.1 4 5 5.1 6 7 7.1

'-0

ELECTRICAL

WORK AREA

OFFICE

CONFERENCE

141 +19.50

1ST FINISH FLOOR

+35.50

2ND FINISH FLOOR

+49.50

TOP OF STEEL BEAM

+51.50 TRUSS BEARING

+14.50

TOP OF GENERATOR PAD

76'-11" (VIF)

EXISTING BUILDING

SECTIONS AT

ELECTRICAL ROOM

A-302

SHEET INFORMATION

CONSTRUCTION

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BEAUFORT COUNTY

ADMINISTRATION BUILDING

NEW GENERATOR AND

SCREEN WALL

100 RIBAUT ROAD,

BEAUFORT, SC 29902C2

1/8" = 1'-0" 0 6' 12' 24'

A2 1/8" = 1'-0" 0 6' 12' 24'

EXISTING BUILDING TRANSVERSE

SECTION AT EXISTING ELECTRICAL ROOM

EXISTING BUILDING TRANSVERSE

SECTION AT EXISTING ELECTRICAL ROOMA6

3/4" = 1'-0" 0 1' 2' 3'

ELECTRICAL SERVICE ENTRANCE

AT EXTERIOR WALL

23 3

A-302

A6

1310 12

SEE ELECTRICAL DRAWINGS

FOR AUTOMATIC TRANSFER

SWITCH AND ASSOCIATED

WIRING AND CONNECTIONS

10 1212

2' -0

" M

IN

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DESIGN

DRAFT

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RMY RMY

08-12-2026

AS SHOWN

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DESIGN

DRAFT

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PERMIT

RMY RMY

08-12-2026

AS SHOWN

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DESIGN

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08-12-2026

AS SHOWN

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DESIGN

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CONSULT

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PERMIT

RMY RMY

08-12-2026

AS SHOWN

2590-MS-E1

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I B

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O A

E200