26010_BC_Sheriff's_Office__10-01-26.pdf

PDF 13 MB Posted Oct 16, 2026

Attached to: Beaufort County | Sheriff's Office Warehouse Upfit | Phase 1
Solicitation number: IFB 121626
Issued by: Beaufort County, South Carolina

About this file

Written by GovTribe AI · Nov 10, 2026

This is a Scope of Work document for the Beaufort County Sheriff's Office Warehouse Upfit Phase One project located at 2727 Depot Road, Beaufort, South Carolina 29902. The project consists of interior modifications to an existing 5,869 square foot building to create a new interior space through the installation of a 2-hour fire-rated wall constructed with 6-inch, 18-gauge metal studs at 16 inches on center and two layers of 5/8-inch Type X gypsum board on each side, extending full height from the slab to the underside of the existing roof-deck assembly. Work also includes installation of a new electrical subpanel to supply power to new mechanical systems, reconfiguration of existing mechanical systems for heating, cooling, and exhaust, replacement of damaged exterior metal wall panels, addition of blanket and batt insulation to the west exterior wall, painting of interior walls and concrete floor, removal and relocation of mechanical equipment, site work including removal of steel building guards and installation of new mechanical pads and protective steel bollards, and plumbing system modifications. The project date is October 1, 2026, with design team including Beaufort Design Build LLC (architect) and Londono Engineering (MEP engineer). The existing building is not protected by a fire sprinkler system, and the project does not change the building's current use or include work to the existing metal roof.

The project is governed by the 2021 International Building Code, 2021 International Mechanical Code, 2020 National Electrical Code, 2021 International Plumbing Code, 2021 International Fire Code, 2009 International Energy Conservation Code, NFPA 101 Life Safety Code, ICC A117.1-2026, and the Americans with Disabilities Act, as well as local planning and zoning ordinances and OSHA standards. The General Contractor is responsible for all permits, fees, life safety elements, construction debris removal, final cleaning, and coordination of all trades and disciplines. All work shall be carried out according to good construction practices and in accordance with applicable codes and standards. No set-asides, incumbent information, or specific pricing terms are identified in this Scope of Work document.

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Other files

File	Type	Posted
Beaufort_County_\|_Sheriff's_Office_Warehouse_Upfit_\|_Phase_1.pdf	PDF	Nov 10, 2026
26-2647_-_Beaufort_County_-_Sherriff's_Office_Warehouse_-_Lim_ACM.pdf	PDF	Oct 16, 2026
412605744_003.pdf	PDF	Oct 16, 2026
412605744_002.pdf	PDF	Oct 16, 2026
Exhibit_4_-_Monthly_Compliance_Status_Report.pdf	PDF	Oct 16, 2026

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2727 DEPOT RD

BEAUFORT, SOUTH CAROLINA 29902

BEAUFORT COUNTY SHERIFF'S OFFICE

WAREHOUSE UPFIT PHASE ONE

SCOPE OF WORK:

· IN GENERAL, THE PROJECT CONSISTS OF THE INSTALLATION OF A NEW FIRE

RATED INTERIOR WALL WITHIN THE EXISTING BUILDING LOCATED AT 2727 DEPOT

RD, BEAUFORT, SC 29902

· WORK WILL INCLUDE THE INSTALLATION OF A NEW 2-HOUR FIRE-RATED WALL 6",

18-GA METAL STUDS AT 16" OC WITH (2) LAYERS OF 5/8" TYPE X GYPSUM BOARD

ON EACH SIDE. EXTEND FULL HEIGHT FROM THE SLAB TO UNDERSIDE OF

EXISTING ROOF-DECK/ROOF-PANEL ASSEMBLY. WALL IS PROVIDED AT OWNER’S

REQUEST AND IS NOT REQUIRED FOR OCCUPANCY OR FIRE AREA SEPARATION

· THE EXISTING ELECTRICAL SERVICE IS TO BE RETAINED. A NEW SUBPANEL IS TO

BE INSTALLED TO SUPPLY POWER TO THE NEW MECHANICAL SYSTEMS THAT

SERVE THE NEW SPACE. THE EXISTING LIGHTING AND FANS ARE TO REMAIN AND

BE RE-SWITCHED TO ACCOMMODATE THE SPACE DIVISION

· MECHANICAL WORK IS LIMITED TO HEATING, COOLING, AND EXHAUST FOR THE

NEW SPACE AS REQUIRED BY CODE AND RECONFIGURATION OF THE EXISTING

MECHANICAL SYSTEM TO SERVE THE REMAINING SPACE

· THE REMOVAL AND SUBSEQUENT PATCHING AND REPAIR OF MECHANICAL

UNITS (FANS AND HEATERS) ALONG THE WEST WALL

· REPLACE DAMAGED WEST EXTERIOR METAL WALL PANELS AND PROVIDE NEW

FULL HEIGHT PANELS AT REMOVED LOUVERS, DUCTWORK, AND EQUIPMENT

PENETRATIONS. INCLUDE AN ALLOWANCE FOR REPLACEMENT OF (12)

ADDITIONAL DAMAGED PANELS WITH NEW FULL HEIGHT PANELS. MATCH

EXISTING PROFILE, GAUGE, COLOR, AND SHEEN; PROVIDE A WEATHER-TIGHT

INSTALLATION

· THE EXISTING WALL TO THE NORTH OF THE SPACE WILL BE INSULATED, AND

GYPSUM BOARD REPAIRS AS PART OF THIS PROJECT

· THE EXISTING CONCRETE FLOOR WILL BE PAINTED THROUGHOUT PROJECT

AREA

· PAINT ALL FOUR INTERIOR WALLS. PREPARE AND PRIME SURFACES AS

REQUIRED; COLOR TO BE SELECTED BY OWNER

· NO WORK TO THE EXISTING METAL ROOF AND ASSOCIATED BLANKET

INSULATION

· ADDITIONAL BLANKET/ BATT INSULATION IS TO BE ADDED TO THE WEST

EXTERIOR WALL TO IMPROVE THE BUILDING ENVELOPE'S SEAL. FURRING AND

GYPSUM BOARD OF THE WEST EXTERIOR WALL TO ENCAPSULATE THE NEW

INSULATION AND PROVIDE A FINISHED APPEARANCE

· SITE WORK IS LIMITED TO THE REMOVAL OF THE STEEL BUILDING GUARD,

INSTALLATION OF NEW MECHANICAL SLABS / PADS AND THE INSTALLATION OF

NEW PROTECTIVE STEEL BOLLARD

· THE PROJECT DOES NOT CHANGE THE BUILDING USE

· THE EXISTING BUILDING IS NOT PROTECTED BY A FIRE SPRINKLER SYSTEM, AND

THE DESIGN AND INSTALLATION OF A NEW SYSTEM IS NOT INCLUDED

GENERAL

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

G-102 SYMBOLS, ABBREV AND MATERIAL DESIGNATIONS

G-103 2021 INTERNATIONAL BUILDING CODE

G-104 LIFE SAFETY PLAN

G-105 TYPICAL ACCESSIBILITY DETAILS

G-106 FIRE RATED ASSEMBLIES AND SYSTEMS

G-107 SUPPORTING DOCUMENTS

ARCHITECTURAL

EC-101 EXISTING CONDITIONS PHOTOGRAPHS

A-101 PROPOSED FLOOR PLAN, RCP AND DETAILS

A-301 TYPICAL BUILDING WALL SECTIONS AND DETAILS

SCAN FOR DIRECTIONS

TO PROJECT SITE

VICINITY MAP

NORTH CAROLINA

GEORGIA

MECHANICAL

M-001 HVAC DETAILS

M-002 HVAC SCHEDULES

M-101 HVAC PLAN

ELECTRICAL

E-001 ELECTRICAL DETAILS

E-002 ELECTRICAL SCHEDULES

E-101 ELECTRICAL PLAN

DESIGN TEAM

MEP

ENGINEER

LANDONO ENGINEERING

1011 BAY ST,

BEAUFORT, SC 29902

P. 843.263.1792

BEAUFORT DESIGN BUILD, LLC.

2 FIRE STATION LANE

SEABROOK, SC, 29940

P. 843-466-3664

ARCHITECT

COMCHECK

C-001 COMCHECK REPORTS

PLUMBING

P-001 PLUMBING PLAN

COVER SHEET,

SHEET INDEX AND

SCOPE OF WORK

G-101

SHEET INFORMATION

CONSTRUCTION

FOR

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BEAUFORT COUNTY

SHERIFF'S OFFICE

WAREHOUSE UPFIT

PHASE ONE

2727 DEPOT RD

BEAUFORT, SC 29902

NTS

GIS IMAGE FOR REFERENCE ONLY

PROJECT AREA 5,869 SF

EXISTING BUILDING IS NOT

FIRE SPRINKLERED

EXISTING BEAUFORT

COUNTY EMS BUILDING

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COLUMBIA

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GREENVILLE

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GREENVILLE

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CHARLESTON

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CHARLOTTE

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SAVANNAH

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FLORENCE

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BEAUFORT

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SOUTH CAROLINA

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GRM

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ADB

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DCS

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AutoCAD SHX Text D

AutoCAD SHX Text E

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CHECKED

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APPROVED

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DRAWN

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JOB NUMBER

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DATE

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DATE

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DESCRIPTION

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NO.

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OCTOBER 01, 2026

AutoCAD SHX Text 26010.00

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ARCHITECT / ENGINEER'S SEAL

ABBREVIATIONS

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

AHJ AUTHORITIES HAVING JURISDICTION

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

FFE FINISH(ED) FLOOR ELEVATION

FL FLOOR

FP FIRE PROTECTION

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL TEMPERED GLASS

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

PEMB PRE-ENGINEERED METAL BUILDING

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

SCDPH SOUTH CAROLINA DEPARTMENT OF

PUBLIC HEALTH

SCOSE SOUTH CAROLINA OFFICE OF STATE

ENGINEER

SF SQUARE FOOT OR SQUARE FEET

T TEMPERED GLASS

UL UNDERWRITERS LABORATORIES

VIF VERIFY IN FIELD

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

CMU

OVERHEAD ELECTRICAL LINE

UNDERGROUND ELECTRICAL LINE

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

TELEPHONE LINE (BURIED OR OVERHEAD, AS NOTED)

1-HOUR FIRE RATED WALL

2-HOUR FIRE RATED WALL

ASPHALT SHINGLES (ELEVATION)

STANDING SEAM METAL ROOF (ELEVATION)

SUPPLY AIR

RETURN / MAKUP / FRESH AIR

RIGID INSULATION

R# REVISION NUMBER

TRUE NORTH

DRAWING NORTH

REVISION INDICATOR

3-HOUR FIRE RATED WALL

4-HOUR FIRE RATED WALL

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. MECHANICAL: 2021 INTERNATIONAL MECHANICAL CODE

2.3. ELECTRICAL: 2020 NATIONAL ELECTRICAL CODE

2.4. PLUMBING: 2021 INTERNATIONAL PLUMBING CODE

2.5. FIRE CODE: 2021 INTERNATIONAL FIRE CODE

2.6. ENERGY CODE: 2009 INTERNATIONAL ENERGY CONSERVATION CODE

2.7. NFPA 101 LIFE SAFETY CODE

2.8. ICC A117.1-2026 AND THE AMERICAN WITH DISABILITIES ACT (ADA)

2.9. LOCAL PLANNING AND ZONING

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

CONSTRUCTION INDUSTRY

4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LIFE SAFETY ELEMENTS INCLUDING BUT NOT LIMITED TO EXIT SIGNAGE, FIRE EXTINGUISHERS AND FIRE SPRINKLER SYSTEMS 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, CASEWORK, FIXTURES, ETC., ALL DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR AND

APPROPRIATE COORDINATE WITH THE SUBCONTRACTORS AND SUPPLIERS

11. UNLESS NOTED OTHERWISE, INSTALL CONTINUOUS TREATED, NON-COMBUSTILBLE 2X6 WOOD BLOCKING FOR ALL CASEWORK, COUNTERS, GRAB BARS, WALL MOUNTED EQUIPMENT, ACCESSORIES , FIXTURES, TELEVISIONS, ETC

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

ARCHITECTURAL GRAPHIC REPRESENTATIONS

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

CLEANING

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

ORDINANCES REGARDING NOISE, WORK HOURS, ETC

15. ALL DEMOLITION MATERIALS AND DEBRIS ARE TO BE REMOVED AND DISPOSED OF OFF SITE

16. DUMPSTERS SHALL BE REMOVED AND REPLACED AS OFTEN AS IS NECESSARY TO AVOID OVERSPILL

17. ALL EXCAVATED MATERIALS ARE TO BE REMOVED AND DISPOSED OF OFF SITE

18. GENERAL CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO

BEGINNING WORK

19. CONSTRUCTION STORAGE, STAGING AND LAYDOWN AREAS SHALL BE AS APPROVED BY THE OWNER

PREFABRICATED

MAGNETIC DOOR

EXISTING SUSPENDED

ACOUSTICAL TILE CEILING

G C

N G

G H

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

4 MIL FLAME-RESISTANT PLASTIC

SHEATHING

CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE

APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) STANDARDS FOR THE

CONSTRUCTION INDUSTRY. THE CONTRACTOR IS RESPONSIBLE

FOR THE RESTRICTION OF ACCESS TO CONSTRUCTION AREAS AND

COMPLIANCE WITH THE APPLICABLE OSHA REQUIREMENTS

CONSTRUCTION SIGNAGE AND TEMPORARY PROTECTIONS

SPRING LOADED POLE

SPACED AS

RECOMMENDED BY

BARRIER MANUFACTURER

EXISTING WALL

OR PARTITION

SEAL BETWEEN

POLE AND WALL

EXISTING WALL

OR PARTITION

SEAL BETWEEN

POLE AND WALL

C5 TEMPORARY DUST BARRIER

NTS

D5 MINIMUM CONSTRUCTION SIGNAGE

NTS

SHEET INFORMATION

CONSTRUCTION

FOR

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S wa ns ea La ne Co rne liu s, NC

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be au for tde sig nb uil d.c om

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BEAUFORT COUNTY

SHERIFF'S OFFICE

WAREHOUSE UPFIT

PHASE ONE

2727 DEPOT RD

BEAUFORT, SC 29902

SYMBOLS, ABBREV

AND MATERIAL

DESIGNATIONS

G-102

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AX.XX

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AX.XX

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AutoCAD SHX Text X###

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AutoCAD SHX Text X-101

AutoCAD SHX Text X

AutoCAD SHX Text X-101

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X-101

AutoCAD SHX Text X

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AutoCAD SHX Text 000.00

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AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

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CHECKED

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APPROVED

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DRAWN

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JOB NUMBER

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DATE

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DATE

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DESCRIPTION

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NO.

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OCTOBER 01, 2026

AutoCAD SHX Text 26010.00

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ARCHITECT / ENGINEER'S SEAL

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GRM

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ADB

DCS

Architectural:

DESIGNER FIRM NAME LICENSE # TELEPHONE #

Civil:

Electrical:

Fire Alarm:

Plumbing:

Mechanical:

Sprinkler-Standpipe:

Structural:

Other

Retaining Walls >5' High:

2021 BUILDING CODE:

CONTACT:

ENERGY SUMMARY

Door R-values:

Projection Factor:

Solar hear gain coefficient:

U-Value of assembly:

Openings (windows or doors with glazing) R-Value of insulation:

U-Value of total assembly:

Description of assembly:

Exterior Walls (each assembly)

Total square footage of skylight in each assembly U-Value of skylight:

Skylights in each assembly R-Value of insulation:

U-Value of total assembly:

Description of assembly:

Roof/Ceiling Assembly (each assembly)

Existing building envelope complies with code:

The following data shall be considered minimum and any special attribute required to meet the North Carolina Energy Conservation Code shall also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet. If performance method, state the annual energy cost for the standard reference design vs. annual energy cost for the proposed design.

ENERGY REQUIREMENTS:

Climate Zone:

THERMAL ENVELOPE: (Prescriptive method only)

R-Value of insulation:

U-Value of total assembly:

Description of assembly:

Walls below grade (each assembly)

R-Value of insulation:

U-Value of total assembly:

Description of assembly:

Floors over unconditioned space (each assembly)

R-Value of insulation:

U-Value of total assembly:

Description of assembly:

Floors slab on grade

Horizontal/vertical requirement:

Slab heated:

Description of unit:

Summer dry bulb:

Winter dry bulb:

Thermal Zone

MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT

Summer dry bulb:

Winter dry bulb:

Interior design conditions

Relative humidity:

Building heating load:

Building cooling load:

Mechanical Spacing Conditioning System

Unitary

Heating efficiency:

Cooling efficiency:

Size category of unit:

Size category. If oversized, state reason:

Boiler

Size category. If oversized, state reason:

Chiller

Method of compliance:

ELECTRICAL SYSTEM AND EQUIPMENT

Lighting Schedule (each fixture type)

Lamp type required in fixture

Number of lamps in fixture

Ballast type used in the fixture

Number of ballasts in fixture

Total wattage per fixture

Total interior wattage specified vs. allowed (whole building or space by space)

Total exterior wattage specified vs. allowed

C406.2 More Efficient HVAC Equipment Performance

C406.3 Reduced Lighting Power Density

C406.4 Enhanced Digital Lighting Controls

C406.5 On-Site Renewable Energy

C406.6 Dedicated Outdoor Air System

C406.7 Reduced Energy Use in Service Water Heating

List equipment efficiencies:

Name of Project:

Address:

Owner or Authorized Agent: Phone #:

Owned By:

Code Enforcement Jurisdiction:

Zip Code:

E-Mail

(“Other” should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)

2021 EXISTING BUILDING CODE:

CONSTRUCTED: (date) CURRENT OCCUPANCY(S) (Ch.3)

(date) PROPOSED OCCUPANCY(S) (Ch.3)RENOVATED:

RISK CATEGORY (Table 1604.5): Current: Proposed:

BASIC BUILDING DATA

Construction Type:

Sprinklers:

Standpipes:

Primary Fire District:

Special Inspections Required:

Floor Hazard Area:

GROSS BUILDING AREA TABLE

FLOOR NEW (SQ FT) COMMENTS

6th Floor

TOTAL

5th Floor

4th Floor

3rd Floor

2nd Floor

Mezzanine

1st Floor

Basement

RENOVATEDEXISTING (SQ FT)

ALLOWABLE AREA

Primary Occupancy Classification(s):

Accessory Occupancy Classification(s):

Incidental Uses (Table 509):

Special Uses (Chapter 4 – List Code Sections):

Special Provisions: (Chapter 5 – List Code Sections):

Mixed Occupancy: Separation: Exception:

1.00

Allowable Area of Occupancy B Actual Area of Occupancy B

Allowable Area of Occupancy A Actual Area of Occupancy A

Frontage increase is based on the unsprinklered area value in Table 506.2.5

The maximum area of open parking garages must comply with Table 406.5.4. The maximum area of air traffic control towers must comply with Table 412.3.1.

Maximum Building Area = total number of stories in the building x D (maximum3 stories) (506.2).3

2 Unlimited area applicable under conditions of Section 507.

f (%)e. Percent of frontage increase I = 100 [F/P - 0.25] x W/30 =

(W)d. Minimum width of public way (W) =

(F/P)c. Ratio (F/P) =

(P)b. Total Building Perimeter (P) =

(F)a. Perimeter which fronts a public way or open space having 20 feet minimum width = Frontage area increases from Section 506.2 are computed thus:

2,3 1,5

ALLOWABLE HEIGHT

Building Height in Stories (Table 504.4)

Building Height in Feet (Table 504.3)

CODE REFERENCESHOWN ON PLANSALLOWABLE

Stories:

Feet:

Stories:

Feet:

Provide code reference if the "Shown on Plans" quantity is not based on Table 504.3 or 504.4.1

(A)

BLDG AREA

PER STORY

(ACTUAL)

(B)

ALLOWABLE

AREA

TABLE 506.2

STORY

NO.

DESCRIPTION AND

USE

(C)

AREA FOR

FRONTAGE

INCREASE

(D)

ALLOWABLE

AREA PER

STORY OR

UNLIMITED

FIRE PROTECTION REQUIREMENTS (CHAPTER 7)

REQUIRED

RATING TABLE 601

BUILDING ELEMENT

Bearing Walls

Tenant Separation

Smoke Barrier Separation

Party/Fire Wall Separation

Corridor Separation

Interior

South

West

East

North

Exterior

Nonbearing Walls and Partitions

Interior

South

West

East

North

Exterior

Shaft Enclosures - Exit

Shaft Enclosures - Other

Incidental Separation

Structural Frame including columns, girders, trusses

SHEET #

FOR RATED

JOINTS

SHEET #

FOR RATED

PENETRATION

DESIGN #

FOR RATED

ASSEMBLY

DETAIL #

AND

SHEET #

PROVIDED

(W/_______*

REDUCTION)

FIRE

SEPARATION

DISTANCE

(FEET)

Floor Construction including supporting beams and joists

Roof Construction including supporting beams and joists

FIRE PROTECTION REQUIREMENTS (CONT.)

Floor Ceiling Assembly

Columns Supporting Floors

Roof Ceiling Assembly

Columns Supporting Roof

REQUIRED

RATING

BUILDING ELEMENT

SHEET #

FOR RATED

JOINTS

SHEET #

FOR RATED

PENETRATION

DESIGN #

FOR RATED

ASSEMBLY

DETAIL #

AND

SHEET #

PROVIDED

(W/_______*

REDUCTION)

FIRE

SEPARATION

DISTANCE

(FEET)

Occupancy/Fire Barrier Separation

PERCENTAGE OF WALL OPENING CALCULATIONS

ACTUAL SHOWN ON PLANS

ALLOWABLE AREA

DEGREE OF OPENING

PROTECTION

(TABLE 705.8)

FIRE SEPARATION

DISTANCE (FEET) FROM

PROPERTY LINES

LIFE SAFETY SYSTEMS REQUIREMENTS

Emergency Lighting:

Exit Signs:

Fire Alarm:

Smoke Detection Systems:

Carbon Monoxide Detection:

LIFE SAFETY PLAN REQUIREMENTS

Fire and /or smoke rated wall locations (Chapter 7) Assumed and real property line locations (if not on the site plan) Exterior wall opening area with respect to distance to assumed property lines (705.8) Occupancy Use for each area as it relates to occupant load calculation (Table 1004.5) Occupant load for each area Exit access travel distances (1017) Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1)) Dead end lengths (1020.4) Clear exit widths for each exit door

Actual occupant load for each exit door

Location of doors with panic hardware (1010.1.10) Location of doors with delayed egress locks and the amount of delay (1010.1.9.7) Location of doors with electromagnetic egress locks (1010.2.14) Location of doors equipped with hold-open devices Location of emergency escape windows (1031) The square footage of each fire area (202) The square footage of each smoke compartment for Occupancy Classification I-2 (407.5) Note any code exceptions or table notes that may have been utilized regarding the items above

Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)

A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purpose of occupancy separation

ACCESSIBLE DWELLING UNITS

(SECTION 1108)

TOTAL

ACCESSIBLE UNITS

PROVIDED

TYPE B

UNITS

PROVIDED

TYPE B

UNITS

REQUIRED

TYPE A

UNITS

PROVIDED

TYPE A

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

ACCESSIBLE

UNITS

REQUIRED

TOTAL

UNITS

PROVIDEDREQUIRED VAN SPACES WITH

# OF ACCESSIBLE SPACES PROVIDEDTOTAL # OF PARKING SPACES

TOTAL

LOT OR PARKING

AREA

TOTAL #

ACCESSIBLE

PROVIDED

ACCESSIBLE PARKING

(SECTION 1106)

REGULAR WITH

5' ACCESS AISLE 132" ACCESS

AISLE

8' ACCESS

AISLE

Life Safety Plan Sheet #:

PLUMBING FIXTURES REQUIREMENTS

(TABLE 2902.1)

Exempt Building:

Method of Compliance:

(If “Other” specify source here)

DESIGN LOADS:

Importance Factors:

Live Loads:

Wind Load:

Wind (Iw)

Snow (Is)

Seismic (Ie)

Roof:

Floor:

psf psf psf

Ground Snow Load:

Basic Wind Speed:

Exposure Category:

SEISMIC DESIGN CATEGORY:

Provide the following Seismic Design Parameters:

Basic Structural System (Check one)

Spectral Response Acceleration: Ss %gS1

Data Source:

Analysis Procedure:

Architectural, Mechanical, Components anchored?

Occupancy Category: (Table 1604.5)

LATERAL DESIGN CONTROL:

SOIL BEARING CAPACITIES:

Pile sizes, type, and capacity psf

Occupancy Category: (Table 1604.5) mph (ASCE-7)

Site Classification (ASCE 7)

STRUCTURAL DESIGN

(PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE)

psf

MECHANICAL DESIGN

(PROVIDE ON THE MECHANICAL SHEETS IF APPLICABLE)

MECHANICAL SUMMARY

ELECTRICAL DESIGN

(PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE)

ELECTRICAL SUMMARY

Additional Efficiency Package Options (When using the 2021 IECC; not required for ASHRAE 90.1)

TABLE 705.8

2021 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

(EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

NO CHANGE TO EXISTING

FEMALEMALE

WATERCLOSETS

TOTAL PROVIDED

USE URINALS LAVATORIES

FEMALEMALE

TOTAL REQUIRED

UNISEX UNISEX

SERVICE

SINK

REG.

DRINKING

FOUNTAINS

BATHTUB

SHOWER

ACCES.

Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc., describe below)

SPECIAL APPROVALS

Common Path of Travel (Section 1006.2.1)3 Buildings with Single Exits (Table 1006.3.2(2)), Spaces with one means of egress (Table 1006.2.1)2 Corridor dead ends (Section 1020.4)1

FLOOR, ROOM OR

SPACE DESIGNATION

NUMBER AND ARRANGEMENT OF EXITS (TABLE 1006.3.3)

ALLOWABLE

TRAVEL

DISTANCE

(Table 1017.2)

ACTUAL

TRAVEL

DISTANCE

SHOWN ON

PLANS

REQ'D DISTANCE

BETWEEN

EXIT DOORS

MINIMUM 2

NUMBER OF EXITS

REQ'D

T1006.3.1.1 (Single exit 1006.3.2(2)

SHOWN

PLANS

ARRANGEMENT MEANS OF

EGRESS 1,3 (SECTION 1007.1.1)

ACTUAL

DISTANCE SHOWN

ON PLANS

TRAVEL DISTANCE

Assembly occupancies (Section 1030)6 The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1005.5)

Minimum width of exit passageway (Section 1024.2) Minimum stairway width (Section 1011.2); min. corridor width (Section 1020.3); min. door width (Section 1005.3.2)

See Table 1004.5 to determine whether net or gross area is applicable.

See definition "Area, Gross" and "Area, Net" (Section 202)

LEVELSTAIRLEVELSTAIRLEVELSTAIR

(c)(b)(a)

AREA PER

OCCUPANT

CALCULATED

OCCUPANT

LOAD

(a/b)

See Section 1005.6 for converging exits.

Spaces within occupancies or use groups shall be calculated independently. (Ex. Lobbies, lounges, break rooms, conference rooms.)

(1004.5)

OCCUPANT LOAD AND EXIT WIDTH (TABLE 1004.5)

USE GROUP

OR SPACE

DESCRIPTION AREA 1

sq ft.

EXIT WIDTH (in) 2,3,4,5,6

EGRESS

WIDTH PER

OCCUPANT

(1005.1)

REQUIRED

WIDTH

(SECTION 1005.1)

(a ÷ b)x c

ACTUAL WIDTH

SHOWN ON

PLANS

EXIT REQUIREMENTS

THIS SECTION IS REQUIRED TO BE COMPLETED FOR ALL PROJECTS

NOTE:

1. PER 2021 IBC; TABLE 508.4 NO SEPARATION REQUIREMENT BETWEEN S-1 OCCUPANCIES. THE NEW FIRE BARRIER

WALL SHOWN IS PROVIDED AT THE OWNER’S REQUEST AND IS NOT REQUIRED FOR OCCUPANCY SEPARATION

NO CHANGE TO EXISTING

SHEET INFORMATION

CONSTRUCTION

FOR

Co pyr igh t ©

Be auf ort De sig n B uild

, LL

2 F ire

S tat ion La ne Se ab roo k, SC

S wa ns ea La ne Co rne liu s, NC

(84 3)

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be au for tde sig nb uil d.c om

N S

/ S U

N S

BEAUFORT COUNTY

SHERIFF'S OFFICE

WAREHOUSE UPFIT

PHASE ONE

2727 DEPOT RD

BEAUFORT, SC 29902

INTERNATIONAL

BUILDING CODE

G-103

sq. ft.

AREA

AREA PER

OCCUPANT

(TABLE 1004.5)

CALCULATED

OCCUPANT

LOAD

(a/b)

21TOTAL:

BUILDING:

OCCUPANT LOAD SUMMARY

2021 IBC SECTION 1004, TABLE 1004.5

STORAGE (S) 300 GROSS3,979 SF 14

USE GROUP OR

SPACE

DESCRIPTION

OCCUPANCY DIAGRAMA6

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

STORAGE (S) 300 GROSS1,890 SF 7

5,869 SF

THIS PROJECT DOES NOT IMPACT

OR MODIFY THE EXISTING

OCCUPANCY

EXISTING BUILDING IS NOT

FIRE SPRINKLERED

AREA NOT IN

CONTRACT

PROJECT AREA

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BEAUFORT COUNTY SHERIFF'S OFFICE: WAREHOUSE UPFIT PHASE ONE

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2727 DEPOT RD BEAUFORT, SC

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BEAUFORT DESIGN BUILD

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DANIEL C. SALTRICK

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(704) 618-1302

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DAN@BEAUFORTDESIGNBUILD.COM

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SEE MECHANICAL SHEETS

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DANIEL C. SALTRICK, AIA

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(843) 466-3664

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DAN@BEAUFORTDESIGNBUILD.COM

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SEE MECHANICAL SHEETS

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SEE MECHANICAL SHEETS

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SEE MECHANICAL SHEETS

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SEE MECHANICAL SHEETS

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DANIEL C. SALTRICK, AIA - BEAUFORT DESIGN BUILD LLC.

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II-B

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AutoCAD SHX Text 25,014

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(S-1) MODERATE-HAZARD STORAGE

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YES

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NON-SEPARATED

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TOTAL BUILDING AREA

AutoCAD SHX Text < 55'

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YES

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YES

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2021 INTERNATIONAL BUILDING CODE

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(S-1) STORAGE

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2021 IBC - EXISTING BUILDING CODE (LEVEL-1)

AutoCAD SHX Text N/A

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NO LIMIT

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EXISTING

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BEAUFORT COUNTY SHERIFF'S OFFICE

AutoCAD SHX Text 17.500

AutoCAD SHX Text 9,625

AutoCAD SHX Text 27,125

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SEE MECHANICAL SHEETS

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SEE MECHANICAL SHEETS

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SEE MECHANICAL SHEETS

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SEE MECHANICAL SHEETS

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SEE MECHANICAL SHEETS

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SEE MECHANICAL SHEETS

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SEE ELECTRICAL SHEETS

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SEE ELECTRICAL SHEETS

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SEE ELECTRICAL SHEETS

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SEE ELECTRICAL SHEETS

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SEE ELECTRICAL SHEETS

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SEE ELECTRICAL SHEETS

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SEE ELECTRICAL SHEETS

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SEE ELECTRICAL SHEETS

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SOUTH >30'

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WEST >30'

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EAST >30'

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NORTH >30'

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NO LIMIT

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NO LIMIT

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NO LIMIT

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EXISTING

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EXISTING

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EXISTING

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TABLE 504.4

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TABLE 504.3

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AutoCAD SHX Text (S-1)

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AutoCAD SHX Text CHAPTER 2 DEFINES FIRE SEPARATION DISTANCE AS THE DISTANCE MEASURED FROM THE BUILDING FACE TO

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...2. THE CENTER LINE OF A STREET..., MEASURED AT RIGHT ANGLES

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LONDONO ENGINEERING

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AutoCAD SHX Text 5,869

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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NO CHANGE

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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EXISTING

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0-HR

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0-HR

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1-HR

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EXISTING

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0-HR

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0-HR

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0-HR

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0-HR

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1-HR

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EXISTING

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EXISTING

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EXISTING

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0-HR

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0-HR

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0-HR

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0-HR

AutoCAD SHX Text NO CHANGE TO THE PARKING COUNT AND ACCESSIBLE PARKING ASSOCIATED WITH THE EXISTING BUILDING

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CITY OF BEAUFORT

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RAFAEL LONDONO

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(843) 263-1792

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STORAGE (S)

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1 PER 100

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1 PER 100

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NO SPECIAL APPROVALS REQUIRED

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STORAGE (S)

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AutoCAD SHX Text < 100'

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STORAGE (101)

AutoCAD SHX Text 3,979

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300 SF GROSS

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STORAGE (102)

AutoCAD SHX Text 1,890

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300 SF GROSS

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RLONDONO@LONDONOENGINEERING.COM

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LONDONO ENGINEERING

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RAFAEL LONDONO

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(843) 263-1792

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RLONDONO@LONDONOENGINEERING.COM

AutoCAD SHX Text 25,014

AutoCAD SHX Text 17.500

AutoCAD SHX Text 9,625

AutoCAD SHX Text 27,125

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2-HR FIRE RATED WALL UL DESIGN # U411 (SEE NOTE 1)

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VINYL FACE ROOF INSULATION AT METAL PANELS

AutoCAD SHX Text 0.026

AutoCAD SHX Text R-38.78

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VINYL FACE WALL INSULATION AT METAL PANELS

AutoCAD SHX Text 0.047

AutoCAD SHX Text R-21.41

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4" THICK REINFORCED CONCRETE SLAB WITH 2" RIGID INSULATION AT PERIMETER EDGE

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CHECKED

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APPROVED

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DRAWN

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JOB NUMBER

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DATE

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DATE

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DESCRIPTION

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NO.

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OCTOBER 01, 2026

AutoCAD SHX Text 26010.00

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ARCHITECT / ENGINEER'S SEAL

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GRM

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ADB

GENERAL NOTES:

LEGEND:

A. ALL EXIT DOORS SHALL BE EQUIPPED WITH EXIT SIGNS AND EMERGENCY

EGRESS LIGHT

B. COORDINATE FIRE EXTINGUISHER TYPES AND LOCATIONS WITH FIRE MARSHALL

PRIOR TO INSTALLING

SHEET KEY NOTES:

1. PROJECT AREA

2. EXISTING (ASSUMED) 8" CMU, 2-HOUR FIRE WALL (U901), CONTINUOUS THROUGH

ROOF

3. EXISTING METAL STUD WALL WITH 5/8" GWB TO BE INSULATED WITH SPRAY FOAM

INSULATION

4. EGRESS TRAVEL DISTANCE MEASURED TO PUBLIC WAY

5. EXISTING ELECTRIC PANEL

6. NEW 2-HOUR FIRE RATED WALL 6", 18-GA METAL STUDS AT 16" OC WITH (2)

LAYERS OF 5/8" TYPE X GYPSUM BOARD ON EACH SIDE. EXTEND FULL HEIGHT

FROM FLOOR TO UNDERSIDE OF EXISTING ROOF-DECK/ROOF-PANEL

ASSEMBLY. REFER TO G-106 FOR WALL ASSEMBLY DETAILS.

WALL IS PROVIDED AT OWNER’S REQUEST AND IS NOT REQUIRED FOR

OCCUPANCY OR FIRE AREA SEPARATION

PROJECT AREA

2021 IBC EGRESS REQUIREMENTS :

OCCUPANT LOAD: 21 PEOPLE TOTAL

BUILDING IS FIRE SPRINKLERED NO

OCCUPANCY TYPE: (S-1) STORAGE

PROJECT AREA: 5,869 SQUARE FEET

EXIT ACCESS TRAVEL DISTANCE : <100'-0 (ACTUAL =91'-5"; ONE EXIT REQUIRED )

MAXIMUM DEAD END CORRIDOR: 25' (ACTUAL = N/A)

MINIMUM NUMBER OF EXITS: 2 (ACTUAL= 3 )

MINIMUM CORRIDOR WIDTH: 44" (ACTUAL= N/A )

EGRESS NOTES :

1. BUILDING DIAGONAL IS = 212'-8"

2. REQUIRED DISTANCE BETWEEN EXIT DOORS IS: N/A PER 1006.2.1 (ONLY 1 EXIT

REQUIRED)

3. ALL EGRESS DOORS ARE 36" WIDE AND PROVIDE A MINIMUM 34" CLEAR OPENING

4. PRIMARY OCCUPANCY IS: S-1 (STORAGE )

BUILDING DIAGONAL

EXIT DISCHARGE

· SINGLE OR DOUBLE DOOR WITH A

MINIMUM 34" CLEAR OPENING

· CEILING MOUNTED ILLUMINATED EXIT

SIGN

· ILLUMINATED EXIT SIGN AND EMERGENCY

EXIT LIGHT COMBO ON INSIDE AND

EMERGENCY LIGHT ON OUTSIDE. 90

MINUTE BATTERY BACKUP ON ALL

PATH OF EXIT ACCESS TRAVEL DISTANCE

EXISTING INTERIOR/EXTERIOR EMERGENCY

EGRESS LIGHT WITH 90 MIN EMERGENCY

BATTERY BACKUP

EXISTING INTERIOR EMERGENCY EGRESS

LIGHT AND EXIT SIGN WITH 90 MIN.

EMERGENCY BATTERY BACKUP.

EXISTING LED EXIT SIGN WITH LED

EMERGENCY "LIGHT PIPE". ARROW

INDICATES DIRECTION OF EGRESS TRAVEL

EXISTING PORTABLE HAND HELD TYPE K

FIRE EXTINGUISHER MOUNTED TO WALL IN

MANUFACTURER PROVIDED BRACKET.

NOTE: PROVIDE BLOCKING IN WALL AND

MOUNT IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS/

MOUNTED WITH TOP NO MORE THAN 5'-0"

AFF. REVIEW EXTINGUISHER TYPES AND

LOCATIONS WITH LOCAL FIRE MARSHALL

PRIOR TO INSTALLING BLOCKING.

EXTINGUISHER AND INSTALLATION PER

NFPA 10

ROOM TAG

· ROOM NAME

· ROOM NUMBER

· ROOM SQ FT / GROSS OR NET PER

NUMBER OF OCCUPANTS

NAME

### SF / GROSS-NET

@ ### SF PER =

## PEOPLE

AREA NOT IN CONTRACT / NO CHANGES TO

EXISTING CONDITIONS

INTERIOR FINISH CLASSIFICATION:

· INTERIOR EXIT STAIR WALLS AND RAMPS AND EXIT PASSAGEWAYS: FLAME CLASS

"B" FLAME SPREAD INDEX 26-76; SMOKE DEVELOPED INDEX 0-450

· CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: FLAME

CLASS "B" FLAME SPREAD INDEX 26-76; SMOKE DEVELOPED INDEX 0-450

· ROOMS AND ENCLOSED SPACES: FLAME CLASS "C" FLAME SPREAD INDEX 76-200;

SMOKE DEVELOPED INDEX 0-450

PROPERTY LINE

EXISTING BUILDING IS NOT

FIRE SPRINKLERED

WOMEN'S

RESTROOM

MEN'S

RESTROOM

STORAGE

1,890 SF

STORAGE

3,979 SF

BUILD

G D

GONAL =

2'- 8"

EXIT ACCESS TRAVEL DISTANCE =96'-0"

EXIT ACCESS TRAVEL DISTANCE =88'-0"

OCCUPANCY: (S) STORAGE

3,979 SF/GROSS

300 SF PER PERSON

=14 PEOPLE

OCCUPANCY: (S) STORAGE

1,890 SF/GROSS

300 SF PER PERSON

=7 PEOPLE

'-1

1'-11"

>20' TO PUBLIC WAY

>2 0'

T O

P U

> 20'-0"

SHEET INFORMATION

CONSTRUCTION

FOR

Co pyr igh t ©

Be auf ort De sig n B uild

, LL

2 F ire

S tat ion La ne Se ab roo k, SC

S wa ns ea La ne Co rne liu s, NC

(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

N S

/ S U

N S

BEAUFORT COUNTY

SHERIFF'S OFFICE

WAREHOUSE UPFIT

PHASE ONE

2727 DEPOT RD

BEAUFORT, SC 29902

LIFE SAFETY PLAN

G-104LIFE SAFETY PLAN A2

16'0 4' 8' 16'3/32" = 1'-0"

MAXIMUM CALCULATED

OCCUPANT LOAD

CAPACITY= 340

ACTUAL OCCUPANT LOAD

CAPACITY= 4

68" CLEAR

MAXIMUM CALCULATED

OCCUPANT LOAD

CAPACITY= 340

ACTUAL OCCUPANT LOAD

CAPACITY= 14

PER 2021 IBC; TABLE 1006.2.1 FOR

SPACES WITH ONE EXIT OR EXIT ACCESS

DOORWAY WITH (S-1) STORAGE OCCUPANCY;

THE MAX OCCUPANT LOAD IS LIMITED TO 29

PEOPLE; THE MAX EGRESS TRAVEL DISTANCE

SHOULD NOT EXCEED OF 100'

WITHOUT SPRINKLE SYSTEM

PER 2021 IBC; SECTION 903.2.9

GROUP S-1. AN AUTOMATIC FIRE

SPRINKLER SYSTEM IS NOT REQUIRED IF

FIRE AREA DO NOT EXCEEDS 12,000 SF

(SEE FIRE AREA DIAGRAM)

FIRE AREA DIAGRAMA6

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

FIRE AREA #5

1,800 SF

FIRE AREA #3

1,163 SF

EXISTING 2-HOUR

FIRE BARRIER

EXISTING 2-HOUR

FIRE BARRIER

EXISTING 2-HOUR

FIRE BARRIER

NEW 2-HOUR FIRE WALL

MAXIMUM CALCULATED

OCCUPANT LOAD

CAPACITY= 170

ACTUAL OCCUPANT LOAD

CAPACITY= 3

NEW 2-HOUR FIRE RATED WALL

PROVIDED AT OWNER’S REQUEST.

OCCUPANCY SEPARATION IS NOT

REQUIRED BETWEEN S-1

OCCUPANCIES PER 2021 IBC TABLE

508.4. WALL IS NOT REQUIRED OR

INTENDED TO DEFINE SEPARATE FIRE

AREAS PER IBC SECTION 903.2.9

FIRE AREA #1

7,400 SF

FIRE AREA #2

8,546 SF

FIRE AREA #4

6,105 SF

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EXIT

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CHECKED

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APPROVED

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DRAWN

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JOB NUMBER

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DATE

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DATE

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DESCRIPTION

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NO.

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OCTOBER 01, 2026

AutoCAD SHX Text 26010.00

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ARCHITECT / ENGINEER'S SEAL

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GRM

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ADB

36" MIN

" M

8" MIN

4" MAX

" M

43" MIN X<52" 43" MIN

" M

36" MIN

" M

42" MIN 42

" M

24" MIN

" M

24" MIN

" M

304 WHEELCHAIR TURNING SPACE

Circular Turning Space- New Buildings Size and Overlap

Ref: ICC/ANSI A117.1-2017, Fig. 304.3.1.1

67" MIN

Forward Approach Clear Floor Space Ref: ICC/ANSI A117.1-2017, Fig. 305.5 (A) Ref: ICC/ANSI A117.1-2017, Fig. 305.5 (B)

Parallel Approach Clear Floor Space

305 CLEAR FLOOR SPACE

Maneuvering Clearance for a Forward Approach to an Alcove Ref: ICC/ANSI A117.1-2017, Fig. 305.7.2

Maneuvering Clearance for a Parallel Approach to an Alcove Ref: ICC/ANSI A117.1-2017 Fig. 305.7.1

306 KNEE & TOE CLEARANCE; 606 LAVATORIES & SINKS;

902 SEATING AT TABLES, COUNTERS, & WORK SURFACES

Toe Clearance - Elevation Ref: ICC/ANSI A117.1-2017, Fig. 306.2(A) & 606.3

Knee Clearance Ref: ICC/ANSI A117.1-2017, Fig. 306.3(A) & 606.3

" M

307 PROTRUDING OBJECTS

Limits of Protruding Objects Ref: ICC/ANSI A117.1-2017, Fig. 307.2

Single Post-Mounted Protruding Object Ref: ICC/ANSI A117.1-2017, Fig. 307.3 (A)

4" 4"

" A N

Multiple Post-Mounted Protruding Objects Ref: ICC/ANSI A117.1-2017, Fig. 307.3 (B)

" M

X>12 >2 7"

A N

X<12

" M

. X

Reduced Vertical Clearance Ref: ICC/ANSI A117.1-2017, Fig. 307.4

403 ACCESSIBLE ROUTES

Clear Width of an Accessible Route New Buildings- Interior Ref: ICC/ANSI A117.1-2017, Fig. 403.5.1(A)

36" MIN

" M

36" MIN

32" MIN

Clear Width at 180-Degree Turn New Buildings- Option 3 Ref: ICC/ANSI A117.1-2017, Fig. 403.5.2.1(C)

404 DOORS AND DOORWAYS

Hinge Approach, Pull Side Ref: ICC/ANSI A117.1-2017, Fig. 404.2.3.2 (D)

Hinge Approach, Pull Side Ref: ICC/ANSI A117.1-2017, Fig. 404.2.3.2 (E)

Hinge Approach, Push Side Ref: ICC/ANSI A117.1-2017, Fig. 404.2.3.2 (F)

Latch Approach, Pull Side Ref: ICC/ANSI A117.1-2017, Fig. 404.2.3.2 (G)

Latch Approach, Push Side Ref: ICC/ANSI A117.1-2017, Fig. 404.2.3.2 (H)

48"MIN64" MIN

Two Doors in Series- New Buildings Ref: ICC/ANSI A117.1-2017, Fig. 404.2.5 (C)

Two Doors in Series- New Building Ref: ICC/ANSI A117.1-2017, Fig. 404.2.5 (A)

Clear Width of Hinged Door Ref: ICC/ANSI A117.1-2017 Fig. 404.2.2 (A)

Clear Width of Sliding Door Ref: ICC/ANSI A117.1-2017 Fig. 404.2.2 (B)

Clear Width of Folding Door Ref: ICC/ANSI A117.1-2017 Fig. 404.2.2 (C)

32" MIN

4"-6 1/4" PERIMETER 2-1/4" MAX

Handrail Clearance and Cross Section Ref: ICC/ANSI A117.1-2017, Fig. 505.5 & Fig. 505.7 (A-C)

" M

52" MIN

Clear Floor Space at Wheelchair Drinking-Fountains Location: Forward Approach Ref: ICC/ANSI A117.1-2017, Fig. 602.2.1(A) & Fig. 305.5 (A)

602 DRINKING FOUNTAINS AND WATER COOLERS

" M

30" MIN

Primarily for Children's Use Exception Location: Parallel Approach Ref: ICC/ANSI A117.1-2017, Fig. 602.2.1 (B) & Fig. 305.5 (B)

42" MIN

12" MAX

54 MIN

36 MIN

16"-18"

" M

604 WATER CLOSETS,TOILET COMPARTMENTS, &

605 URINALS

Clearances for Wall-Hung Wheelchair Accessible Water Closet Ref: ICC/ANSI A117.1-2017, Fig. 604.9.2(A)

Clearances for Floor-Mounted Wheelchair Accessible Water Closet Ref: ICC/ANSI A117.1-2017, Fig. 604.9.2(B)

3' -6

" M

60" MIN

4" MAX

3' -6

" M

60" MIN

4" MAX

Rear Wall Grab Bar for Water Closet Ref: ICC/ANSI A117.1-2017, Fig. 604.5.2

Side Wall Grab Bar for Water Closet Ref: ICC/ANSI A117.1-2017, Fig. 604.5.1

17"-19"

" M

Clearances for Ambulatory Accessible Water Closet

" M

35" - 37"

16"

" M

Clearances for Standard Water Closet

32" MIN

16"

Clearances for Accessible Urinals

32" MIN

" M

16" 16"

4' -0

Typical Toilet Accessories Mounting Heights

F.F.

" M

NG 48

3' -4

BC EHD PTD SD MR

" M

308 REACHING RANGES

" M

Unobstructed Forward Reach Ref: ICC/ANSI A117.1-2017, Fig. 308.2.1

20" Max. Obstructed High Forward Reach

" M

20" MAX

" M

>20" - 25"

20-25" Max. Obstructed High Forward Reach

Ref: ICC/ANSI A117.1-2017, Fig. 308.2.2 (A)

Ref: ICC/ANSI A117.1-2017, Fig. 308.2.2 (B)

Unobstructed Side Reach Ref: ICC/ANSI A117.1-2017, Fig. 308.3.1

10" Max. Obstructed High Side Reach

24" Max. Obstructed High Side Reach

Ref: ICC/ANSI A117.1-2017, Fig. 308.3.2 (A)

Ref: ICC/ANSI A117.1-2017, Fig. 308.3.2 (B)

" M

10" MAX

>10"-24"

MAX

" M

18" MIN

" M

IN12" MIN *

Front Approach, Pull Side Ref: ICC/ANSI A117.1-2017, Fig. 404.2.3.2 (A)

Front Approach, Push Side New Buildings Ref: ICC/ANSI A117.1-2017, Fig. 404.2.3.2 (B)

EWC FEC

5' -0

MOP

" M

AX 5'

-4

" M

ACCESSORIES

Typical Toilet Accessories Mounting Heights

F.F.

-4

FDS

60" MIN.

* Note: Where closer and latch are provided

16"-18"

7"-9"

Dispenser Outlet Below Grab Bar Ref: ICC/ANSI A117.1-2017, Fig. 604.7.1 (A)

" M

Height of Lavatory & Sink Ref: ICC/ANSI A117.1-2017, Fig. 606.3; Note 606.6

606 LAVATORIES & SINKS

" M

604 WATER CLOSETS,TOILET COMPARTMENTS, &

605 URINALS (CONTINUED)

Passing Space- New Building 60x60 Option Ref: ICC/ANSI A117.1-2017, Fig. 403.5.4.1(A)

60" MIN

" M

16"

32" MIN

Ref: ICC/ANSI A117.1-2017, Fig. 604.10.1

" M

Circular Turning Space- Existing Buildings Size and Overlap

Ref: ICC/ANSI A117.1-2017, Fig. 304.3.1.2

60" MIN

" M

T-shaped Turning Space New Buildings - Option 1 Ref: ICC/ANSI A117.1-2017, Fig. 304.3.2.1(A)

68" MIN

" M

36" MIN

16" 16"

T-shaped Turning Space New Buildings - Option 2 Ref: ICC/ANSI A117.1-2017, Fig. 304.3.2.1(B)

64" MIN

" M

42" MIN11" 11"

" M

T-shaped Turning Space New Buildings - Option 3 Ref: ICC/ANSI A117.1-2017, Fig. 304.3.2.1(C)

" M

40" MIN12" 12"

" M

Ref: ICC/ANSI A117.1-2017, Fig. 305.3.1 Ref: ICC/ANSI A117.1-2017, Fig. 305.3.2

Size of Clear Floor Space Existing Buildings

48" MIN

" M

Size of Clear Floor Space New Buildings

52" MIN

9" M

6" MAX 11" MIN

9" M

SIGN

POST

>8 0"

X<12

UNLIMITED

10" MAX

Clear Width of an Accessible Route Existing Buildings- Interior Ref: ICC/ANSI A117.1-2017, Fig. 403.5.1(C)

36" MIN

" M

36" MIN

32" MIN

32" MIN 32" MIN

" M

36" MIN X<52" 36" MIN

Clear Width at 180-Degree Turn New Buidings- Option 1 Ref: ICC/ANSI A117.1-2017, Fig. 403.5.2.1(A)

" M

42" MIN X<52" 42" MIN

Clear Width at 180-Degree Turn New Buildings- Option 2 Ref: ICC/ANSI A117.1-2017, Fig. 403.5.2.1(B)

" M

42" MIN X<48" 42" MIN

Clear Width at 180-Degree Turn Existing Buildings Ref: ICC/ANSI A117.1-2017, Fig. 403.5.2.2(A)

Passing Space- New Building T-Turn Option Ref: ICC/ANSI A117.1-2017, Fig. 403.5.4.1(B)

64" MIN

36" MIN 52" MIN

" M

IN 60

" M

T-Turn Complying with Section 304.3.2.1

Passing Space- Existing Building 60x60 Option Ref: ICC/ANSI A117.1-2017, Fig. 403.5.4.2(A)

60" MIN

" M

Passing Space- New Building T-Turn Option Ref: ICC/ANSI A117.1-2017, Fig. 403.5.4.2(B)

36" MIN 48" MIN

" M

IN 60

" M

T-Turn Complying with Section 304.3.2.2

Clear Width Within Doors Ref: ICC/ANSI A117.1-2017 Fig. 404.2.2 (D)

36" MIN

>2 4"

" M

IN12" MIN *

Front Approach, Push Side Exiting Buildings Ref: ICC/ANSI A117.1-2017, Fig. 404.2.3.2 (C)

* Note: Where closer and latch are provided

22" MIN

* Note: 48 MIN If Both closer and latch provided

* Note: 54 MIN If Closer is provided * Note: 48 MIN If Closer is provided

1-1/4"MIN- 2"MAX

1-1/2"MIN 1-1/2"MIN 1-1/2"MIN

404 DOORS AND DOORWAYS (CONTINUED)

DOOR WIDTH

505 HANDRAILS (CONTINUED)

6"MAX

42"MIN

1- 1/

2" M

" M

39"-41"

" M

52" MIN

SHEET INFORMATION

CONSTRUCTION

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BEAUFORT COUNTY

SHERIFF'S OFFICE

WAREHOUSE UPFIT

PHASE ONE

2727 DEPOT RD

BEAUFORT, SC 29902

TYPICAL

ACCESSIBILITY

DETAILS

G-105

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

LAVATORY

AutoCAD SHX Text

GREENWICH

AutoCAD SHX Text K-2023

AutoCAD SHX Text

FIXT_CODE

AutoCAD SHX Text

FU_TOTAL

AutoCAD SHX Text

FU_WASTE

AutoCAD SHX Text

FU_HOT

AutoCAD SHX Text

FU_COLD

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

JOB NUMBER

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

NO.

AutoCAD SHX Text

OCTOBER 01, 2026

AutoCAD SHX Text 26010.00

AutoCAD SHX Text

ARCHITECT / ENGINEER'S SEAL

AutoCAD SHX Text

GRM

AutoCAD SHX Text

ADB

EXISTING STEEL PURLIN

EXISTING STEEL ROOF

DECK PANEL

2 LAYERS OF 5/8" TYPE X

GYPSUM WALLBOARD EACH

SIDE

EXISTING PEMB BLANKET

INSULATION TO REMAIN, FIELD

VERIFY

2-HOUR FIRE RATED…

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File details come from the government source that posted it. Updated Nov 10, 2026.