2026.08.26_Strasburg PD_IFB - Drawings.pdf

ARCHITECTURAL INTERIOR DESIGN CIVIL STRUCTURAL TECHNOLOGY MEP

8401 Arlington Blvd Fairfax, VA 22031

703.849.0100

DEWBERRY

13575 Heathcote Blvd Gainesville, VA 20155

703.468.2211

DEWBERRY

2610 Wycliff Road Raleigh, NC 27607

919.881.9939

DEWBERRY

401 Southwest Water St Peoria, IL 61602

309.282.8000

DEWBERRY

8401 Arlington Blvd Fairfax, VA 22031

703.849.0100

DEWBERRY

STRASBURG POLICE STATION

115 W King Street, Strasburg, VA 22657

ISSUED FOR BID

08.26.2026

8401 Arlington Blvd Fairfax, VA 22031

703.849.0100

DEWBERRY

In accordance with the Code of Virginia Section 2.2-3705.2 the documents herein contain critical security information that is exempt from disclosure because the disclosure of which may jeopardize the safety or security of its occupants.

APPROVALS

RECOMMENDATIONS FOR APPROVAL OF CONSTRUCTION

DIRECTOR - BUILDING DESIGN AND CONSTRUCTION DIVISION, DPWES DATE

CHIEF OF POLICE DATE

DEPUTY DIRECTOR DATE

DEPARTMENT OF PUBLIC WORKS AND ENVIRONMENTAL SERVICES

A101

SIM

APC-X

8' - 0"

A

X#XX 1HR

SF01

Area Name

150 SF

FIRST FLOOR

100' - 0"

PT-X

RB-X

CPT-X

NOTES: 22

ROOM NAME

ROOM NAME

A101

SIM

GB-01

Scale:

View Name 1/8" = 1'-0" 1/A101

A101

SIM

CALLOUT

BUILDING/WALL

SECTION

DETAIL SECTION

ROOM TAG

ROOM FINISH

TAG

CEILING TAG

DOOR / BORROWED

LITE TAG

WINDOW TAG

WALL TAG

FURNITURE,

CASEWORK, &

EQUIPMENT TAG

REVISION TAG

KEYNOTE TAG00 00 00.A1

AREA TO BE

ENLARGED SHEET REF.

PLAN / DETAIL

REF.

SECTION REF.

SHEET REF.

DETAIL REF.

SHEET REF.

LEVEL LINE

AREA SQUARE

FOOTAGE

ROOM NUMBER

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

ELEVATION REF.

SHEET REF. A101

A101

1ELEVATION REF.

SHEET REF.

VIEW NAME

VIEW SCALE

VIEW DESIGNATION

VIEW REF/SHEET REF WHERE

VIEW IS REFERENCED

VIEW TITLE

WALL FINISH

BASE FINISH

FLOOR FINISH

AREA TAG

CEILING TYPE

CEILING HEIGHT

(ABOVE FINISH FLOOR)

LEVEL NAME

LEVEL ELEVATION

GRID LINE

NORTH INDICATOR

GRID NUMBER OR

LETTER

INDICATES PLAN NORTH

INDICATES TRUE NORTH

A101

SPOT ELEVATION

SYMBOL

NOTES

(AS NEEDED)

ROOM NUMBER

NEW DOOR EXISTING DOOR EXISTING DOOR

TO BE DEMOLISHED

WALL MOUNTED

LAVATORY

FLOOR MOUNTED

WATER CLOSET

WALL MOUNTED

TANKLESS WATER

CLOSET

COUNTER MOUNTED

LAVATORY

FLOOR MOUNTED

TANKLESS WATER

CLOSET

ELECTRIC WATER

COOLER

TOILET PARTITIONS

LOCKERS

SINGLE

DOUBLE

TRIPLE

QUAD

GRAB BARWALL MOUNTED

URINAL

A

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CHECKED BY

SHEET NO.

TITLE

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DATE

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KEY PLAN

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8401 Arlington Blvd Fairfax, VA 22031 703.849.0100

G-001

AB ANCHOR BOLT

ACST ACOUSTIC(AL)

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING,

ADJUSTABLE

AED AUTOMATED EXTERNAL

DEFIBRILLATOR

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

ANOD ANODIZE(D)

AP ACCESS PANEL

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ASPH ASPHALT

AUTO AUTOMATIC

AVE AVERAGE

AWT ACOUSTICAL WALL TREATMENT

BAL SHT BALANCE SHEET

BC BRICK COLOR

BCS BABY CHANGING STATION

BD BOARD

BG BUMPER GUARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING (WOOD)

BOT BOTTOM

BRDG BRIDGING

BRG BEARING

BRK PV BRICK PAVERS

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

CAB CABINET

CB CHALKBOARD

CC CUBICLE CURTAIN

CCT CUBICLE CURTAIN TRACK

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CH COAT HOOK

CIP CONC CAST-IN-PLACE CONCRETE

CJ CONTROL JOING, CONSTRUCTION

JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT, CASED OPENING

COL COLUMN

COMB COMBINATION, COMBINED

COMP COMPRESSIBLE

COMPT COMPARTMENT

CONC CONCRETE

CONC CTG CONCRETE COATING

COND CONDITION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPRS COMPRESSIBLE

CPT CARPET

CR CLOSET ROD

CRL CRASH RAIL

CRS COLD-ROLLED STEEL

CTR CENTER(S)

CUH CABINET UNIT HEATER

CUV CABINET UNIT VENTILATOR

CW CURTAINWALL

D DEEP, DEPTH, PENNY NAIL

DC DISPLAY CASE

DET DETAIL

DETN DETENTION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DP DECORATIVE PANEL

DR DOOR

DS DOWNSPOUT

DWG DRAWING(S)

EHD ELECTRIC HAND DRYER

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EMBED EMBEDMENT

EMER EMERGENCY

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRIC

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FHC FIRE HOSE CABINET

FIN FINISH

FLASH FLASHING

FLP FLOOR PATTERN

FLR FLOOR

FRP FIBER REINFORCED PLASTIC

FTG FOOTING

FURG C FURRING CHANNEL

FURN FURNACE

FWC FABRIC WALLCOVERING

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GFRC GLASS-FIBER REINFORCED

CONCRETE

GL GLASS

GL BLK GLASS BLOCK

GLZ CMU GLAZED CONCRETE MASONRY UNIT

GRFG GLASS-FIBER REINFORCED GYPSUM

GT GROUT

GWH GAS FIRED WATER HEATER

GYP BD GYPSUM WALL BOARD

H HIGH, HATCH (ROOF)

HB HOSE BIB

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HANDRAIL

HT HEIGHT

HTG HEATING

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

ID INSIDE DIAMETER, INSIDE

DIMENSION

IF INSIDE FACE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INV INVERT

JT JOINT

KD KNOCKED DOWN

KOP KNOCK OUT PANEL

L LONG, ANGLE

LAM LAMINATE(D)

LAV LAVATORY

LH LEFT HAND

LINO LINOLEUM

LKR LOCKER

LL LIVE LOAD, LOW LEVEL

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LVL LEVEL

LVR LOUVER

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MBH MOB/BROOM HOLDER

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MI MIRROR

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODEL, MODULE, MODULAR

MSB MOP SERVICE BASIN

MT MOUNT

MTL METAL

NDU NEEDLE DISPOSAL UNIT

NIC NOT IN CONTRACT, NOISE ISOLATION

CLASS

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER, OUTSIDE

DIMENSION

OF OUTSIDE FACE

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD

OH DR OVERHEAD DOOR

OP OPERABLE PARTITION

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OS OVERFLOW SCUPPER

PC PORTLAND CEMENT, POINT

OF CURVE, POLYCARBONATE

PCC PRECAST CONCRETE

PERIM PERIMETER

PJ PROJECTOR

PL PLATE, PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PS PROJECTION SCREEN

PSF POUNDS PER SQUARE FOOT

PT PAINT

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER &

RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVG PAVING

R RISER, RADIUS, THERMAL

RESISTANCE (R-VALUE)

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN, ROAD

REF REFERENCE, REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RF RESILIENT FLOORING

RFG ROOFING

RFM REMOVABLE FLOOR MAT

RH RIGHT HAND

RO ROUGH OPENING

RSF RESINOUS FLOORING

RST REINFORCING STEEL

RTF RESILIENT TILE FLOORING

RV ROOF VENT, ROOF VENTILATOR

SC SEALED CONCRETE

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCWD SOLID CORE WOOD DOOR

SD SOAD DISPENSER

SECT SECTION

SF STOREFRONT

SH SHINGLES, SINGLE HUNG (WINDOW)

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SOG SLAB ON GRADE

SPCG SPACING

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK , SOLID SURFACING

SST STAINLESS STEEL, SHOWER SEAT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TR STEEL TRUSS

STN STAIN

STRUCT STRUCTURAL

SUSP SUSPEND

SV SHEET VINYL

SWP SHEET WALL PROTECTION

SYMM SYMMETRICAL

SYNTH SYNTHETIC

T TILE, TREAD

T&G TONGUE AND GROOVE

T/S TUB/SHOWER

TB TOWEL BAR, TACKBOARD

TC TOILET COMPARTMENT

TD TRENCH DRAIN

TER TERRAZZO

THK THICK

TOB TOP OF BEAM

TOC TOP OF CONCRETE, TOP OF CURB

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF SLAB, TOP OF STEEL

TOW TOP OF WALL

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TS TUBE STEEL, TRANSITION STRIP

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W WIDE, WEST

WC WALL COVERING

WD WOOD, WOOD DOOR

WDW WINDOW

WP WALL PATTERN, WATERPROOFING

WT WEIGHT, WINDOW TREATMENT

WWF WELDED WIRE FABRIC

STANDARD ABBREVIATIONS

STANDARD DETAILING SYMBOLS

STANDARD DRAFTING SYMBOLS

SHEET INDEX

SHEET NO. SHEET NAME

GENERAL

G-000 COVER

G-001 INDEX

G-002 CODE ANALYSIS

G-003 CODE & LIFE SAFETY PLAN

G-004 ADA STANDARDS

CIVIL

C-001 COVER SHEET

C-002 EXISTING CONDITIONS & DEMOLITION PLAN

C-003 SITE PLAN

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-100 STRUCTURAL FOUNDATION PLAN AND DETAILS

S-110 SECOND FLOOR PLAN

S-120 ROOF FRAMING PLAN

S-200 STRUCTURAL BRACE FRAME ELEVATIONS AND DETAILS

S-201 STRUCTURAL BRACE FRAME STANDARD DETAILS

S-700 STRUCTURAL STANDARD DETAILS

S-701 STRUCTURAL STANDARD DETAILS

ARCHITECTURAL

ASD-101 ARCHITECTURAL DEMOLITION SITE PLAN

AS-101 ARCHITECTURAL SITE PLAN

AD-101 FIRST FLOOR DEMOLITION PLAN

AD-102 FIRST FLOOR DEMOLITION RCP

AD-111 SECOND FLOOR DEMOLITION PLAN

AD-112 SECOND FLOOR DEMOLITION RCP

AD-121 ROOF DEMOLITION PLAN

AD-201 DEMOLITION EXTERIOR ELEVATIONS

AD-202 DEMOLITION EXTERIOR ELEVATIONS

A-101 FIRST FLOOR ANNOTATION PLAN

A-102 FIRST FLOOR DIMENSION PLAN

A-103 FIRST FLOOR REFLECTED CEILING PLAN

A-104 FIRST FLOOR FINISH PLAN AND SCHEDULE

A-111 SECOND FLOOR ANNOTATION PLAN

A-112 SECOND FLOOR DIMENSION PLAN

A-113 SECOND FLOOR REFLECTED CELIING PLAN

A-114 SECOND FLOOR FINISH PLAN

A-121 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-321 ENLARGED PLAN AND SECTION DETAILS

A-410 ENLARGED PLANS & INTERIOR ELEVATIONS

A-411 ENLARGED PLANS & INTERIOR ELEVATIONS

A-412 ENLARGED PLANS & INTERIOR ELEVATIONS

A-413 ENLARGED PLANS & INTERIOR ELEVATIONS

A-431 MILLWORK DETAILS

A-432 MILLWORK DETAILS

A-450 ENLARGED STAIR AND RAMP DETAILS

A-501 ROOF DETAILS

A-601 DOOR SCHEDULES, ELEVATIONS, AND DETAILS

A-602 DOOR HEAD, JAMB, AND SILL DETAILS

A-603 DOOR HARDWARE SCHEDULE

A-604 DOOR HARDWARE SCHEDULE

A-611 GLAZING SCHEDULES, ELEVATIONS, AND DETAILS

A-631 WALL PARTITIONS, ASSEMBLIES, AND DETAILS

INTERIORS

I-101 FIRST FLOOR FURNITURE & EQUIPMENT

I-102 FIRST FLOOR SIGNAGE PLAN

I-111 SECOND FLOOR FURNITURE & EQUIPMENT

I-112 SECOND FLOOR SIGNAGE PLAN

I-301 SIGNAGE SCHEDULE

PLUMBING

P-001 PLUMBING SYMBOLS, ABBREVIATIONS & NOTES

P-101 FIRST FLOOR PLUMBING PLAN

P-102 SECOND FLOOR PLUMBING PLAN

P-501 PLUMBING DETAILS

MECHANICAL

M-001 MECHANICAL SYMBOLS, ABBREVIATIONS & NOTES

M-002 MECHANICAL CALCULATIONS

M-101 FIRST FLOOR MECHANICAL PLAN

M-102 SECOND FLOOR MECHANICAL PLAN

M-103 ROOF MECHANICAL PLAN

M-401 MECHANICAL ENLARGED PLANS AND SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

ELECTRICAL

E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS & NOTES

ES-101 ELECTRICAL EXTERIOR PLANS

ED-101 ELECTRICAL DEMOLITION PLANS

EL-101 ELECTRICAL LIGHTING PLANS

EP-101 ELECTRICAL POWER PLANS

ES-102 ELECTRICAL EXTERIOR PHOTOMETRICS PLAN

EF-101 ELECTRICAL FIRE ALARM PLANS

E-501 ELECTRICAL DETAILS

E-701 ELECTRICAL RISER & SCHEDULES

TECHNOLOGY

TT-001 LEGEND SHEET - TELECOM

TD-111 FIRST FLOOR PLAN DEMOLITION - TECHNOLOGY

TD-121 SECOND FLOOR PLAN DEMOLITION - TECHNOLOGY

TT-111 FIRST FLOOR PLAN - TELECOM

TT-112 FIRST FLOOR RCP - TELECOM

TT-121 SECOND FLOOR PLAN - TELECOM

TT-122 SECOND FLOOR RCP - TELECOM

TT-401 LARGE SCALE PLANS - TELECOM

TT-501 DETAILS - TELECOM

TT-502 DETAILS - TELECOM

TT-503 DETAILS - TELECOM

TT-601 BLOCK DIAGRAMS - TELECOM

TT-602 BLOCK DIAGRAMS - AV

TT-603 BLOCK DIAGRAMS - AV

SECURITY

TY-001 LEGEND SHEET - SECURITY

TY-101 SITE PLAN - SECURITY

TY-111 FIRST FLOOR PLAN - SECURITY

TY-112 FIRST FLOOR RCP - SECURITY

TY-121 SECOND FLOOR PLAN - SECURITY

TY-122 SECOND FLOOR RCP - SECURITY

TY-401 LARGE SCALE PLANS - SECURITY

TY-501 DETAILS - SECURITY

TY-502 DETAILS - SECURITY

TY-503 DETAILS & SCHEDULES - SECURITY

TY-601 BLOCK DIAGRAMS - SECURITY

PROJECT LOCATION

VICINITY MAP

LOCATION MAP

PROJECT LOCATION

NO. DESCRIPTION DATE

08/27/26

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CODE ANALYSIS

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8401 Arlington Blvd Fairfax, VA 22031 703.849.0100

G-002

GENERAL INFORMATION

PROJECT NAME:

STRASBURG POLICE STATION

BUILDING LOCATION:

115 W KING STREET,

STRASBURG, VA 22657

CONSTRUCTION:

EST. YEAR OF COMPLETION 2026

OCCUPANCY:

PRIMARY - BUSINESS

OTHERS - ASSEMBLY, STORAGE, UTILITY & MISCELLANEOUS

BUILDING GROSS SQUARE FOOTAGE:

TOTAL: 6,380 GSF

BUILDING DESCRIPTION:

THIS PROJECT INCLUDES THE FULL INTERIOR RENOVATION OF AN EXISTING BANK BUILDING FOR USE AS A NEW POLICE STATION FOR THE TOWN OF STRASBURG POLICE DEPARTMENT. THE SCOPE OF WORK INCLUDES ARCHITECTURAL, INTERIOR, MECHANICAL, ELECTRICAL, PLUMBING, TELECOM, AND SECURITY

UPGRADES TO THE EXISTING BUILDING.

APPLICABLE CODE AND CRITERIA

• 2021 (VUSBC) VIRGINIA UNIFORM STATEWIDE BUILDING CODE

• 2021 (VEBC) VIRGINIA EXISTING BUILDING CODE

• 2021 (VPC) VIRGINIA PLUMBING CODE

• 2021 (IBC) INTERNATIONAL BUILDING CODE

• 2021 (IEBC) INTERNATIONAL EXISTING BUILDING CODE

• 2021 (NFPA-101) LIFE SAFETY CODE

• 2021 (IMC) INTERNATIONAL MECHANICAL CODE

• 2021 (IPC) INTERNATIONAL PLUMBING CODE

• 2020 (NEC) NATIONAL ELECTRICAL CODE

• 2021 (IECC) INTERNATIONAL ENERGY CONSERVATION CODE

• 2021 (IFC) INTERNATIONAL FIRE CODE

• 2010 (ADA) ICC/ANSI A117.1 ACCESSIBILITY CODE

• TOWN OF STRASBURG HISTORIC DISTRICT DESIGN GUIDELINES

REVIEWED PER 2021 VIRGINIA EXISTING BUILDING CODE

CHAPTER 4 – ACCESSIBILITY

404.2 ALTERATIONS

SHALL COMPLY WITH CHAPTER 11 OF THE VCC.

EXCEPTION 2. - ACCESSIBLE MEANS OF EGRESS REQUIRED BY CHAPTER 10 OF VCC ARE NOT REQUIRED

TO BE PROVIDED IN EXISTING FACILITIES.

404.3 ALTERATIONS AFFECTING AN AREA CONTAINING A PRIMARY FUNCTION

WHERE AN ALTERATION AFFECTS THE ACCESSIBILITY TO, OR CONTAINS AN AREA OF PRIMARY FUNCTION, THE ROUTE TO THE PRIMARY FUNCTION SHALL BE ACCESSIBLE.

404.10 TOILET ROOMS

ALTER EXISTING TOILET TO BE ACCESSIBLE OR PROVIDE AN ACCESSIBLE FAMILY OR ASSISTED-USE

TOILET IN ACCORDANCE WITH SECTION 1109.2.1 OF THE VCC.

CHAPTER 4 – ACCESSIBILITY

CHAPTER 6 – ALTERATIONS

601.1 GENERAL

EXCEPT AS MODIFIED IN CHAPTER 9 OR THIS CHAPTER, ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE VCC FOR NEW CONSTRUCTION. ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDINGS OR STRUCTURES IS NO LESS CONFORMING TO THE PROVISIONS OF THE VCC THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. PORTIONS OF THE BUILDING OR STRUCTURE NOT BEING ALTERED SHALL NOT BE REQUIRED TO COMPLY WITH THE

REQUIREMENTS OF THE VCC.

EXCEPTION 1 - ANY STAIRWAY REPLACING AN EXISTING STAIRWAY SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF SECTION 1011 OF THE VCC WHERE THE EXISTING SPACE AND

CONSTRUCTION DOES NOT ALLOW A REDUCTION IN PITCH OR SLOPE.

EXCEPTION 2 - HANDRAILS OTHERWISE REQUIRED TO COMPLY WITH SECTION 1011.11 OF THE VCC SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF SECTION 1014.6 OF THE VCC GRADING FULL EXTENSION OF THE HANDRAILS WHERE SUCH EXTENSIONS WOULD BE HAZARDOUS DUE

TO PLAN CONFIGURATION.

601.2.2 LEVEL 2 ALTERATION

COMPLY WITH SECTIONS 602 AND 603.

603 ALTERATION - LEVEL 2

LEVEL 2 ALTERATIONS AS DESCRIBED IN SECTION 601.2.2 SHALL COMPLY WITH THE REQUIREMENTS OF

THIS SECTION.

603.3 COMPLIANCE

ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES SHALL COMPLY WITH THE

REQUIREMENTS OF THE VCC.

EXCEPTION 4 - THE MINIMUM CEILING HEIGHT OF THE NEWLY CREATED HABITABLE AND OCCUPIABLE

SPACES AND CORRIDORS SHALL BE 7 FEET.

603.7 STRUCTURAL

STRUCTURAL ELEMENTS AND SYSTEMS WITHIN BUILDINGS UNDERGOING LEVEL 2 ALTERATIONS SHALL

COMPLY WITH SECTIONS 603.7 THROUGH 603.7.6.

REVIEWED PER 2018 VIRGINIA INTERNATIONAL BUILDING CODE

302.1 OCCUPANCY CLASSIFICATION

PRIMARY USE AND OCCUPANCY GROUP:

BUSINESS GROUP B

OTHER USES AND OCCUPANCY GROUPS:

STORAGE GROUP S-1

303.1.2 SMALL ASSEMBLY SPACES

THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES:

1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50

PEOPLE AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B

OCCUPANCY OR AS PART OF THAT OCCUPANCY.

2. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS LESS THAN 750 SQUARE FEET IN AREA

AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR

AS PART OF THAT OCCUPANCY.

311.1.1 ACCESSORY STORAGE SPACES

A ROOM OR SPACE USED FOR STORAGE PURPOSES THAT IS ACCESSORY TO ANOTHER OCCUPANCY

SHALL BE CLASSIFIED AS PART OF THAT OCCUPANCY.

312.2 PRIVATE GARAGES AND CARPORTS

PRIVATE GARAGES AND CARPORTS SHALL COMPLY WITH SECTION 406.3.

CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION

CHAPTER 4 - CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS

BASED ON USE AND OCCUPANCY

406.3 PRIVATE GARAGE AND CARPORTS

PRIVATE GARAGES AND CARPORTS SHALL COMPLY WITH SECTIONS 406.2 AND 406.3.

406.3.1 CLASSIFICATION

PRIVATE GARAGES AND CARPORTS SHALL BE CLASSIFIED AS GROUP U OCCUPANCIES. EACH PRIVATE

GARAGE SHALL BE NOT GREATER THAN 1,000 SQUARE FEET.

406.3.2 SEPARATION

FOR OTHER THAN PRIVATE GARAGES ADJACENT TO DWELLING UNITS, THE SEPARATION OF PRIVATE

GARAGES FROM OTHER OCCUPANCIES SHALL COMPLY WITH SECTION 508.

502.1 ADDRESS IDENTIFICATION

NEW BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRACT WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS.

NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF ½ INCH. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER APPROVED SIGN OR MEANS SHALL BE

USED TO IDENTIFY THE STRUCTURE.

PROVIDED: BUILDING IDENTIFICATION PROVIDED ON ENTRANCE CANOPY ALONG W. KING STREET

503.1.2 BUILDINGS ON SAME LOT.

TWO OR MORE BUILDINGS ON THE SAME LOT SHALL BE REGULATED AS SEPARATE BUILDINGS OR SHALL BE CONSIDERED AS PORTIONS OF ONE BUILDING WHERE THE BUILDING HEIGHT, NUMBER OF STORIES OF EACH BUILDING AND THE AGGREGATE BUILDING AREA OF THE BUILDINGS ARE WITHIN THE LIMITATIONS SPECIFIED IN SECTIONS 504 AND 506. THE PROVISIONS OF THIS CODE APPLICABLE TO THE AGGREGATE

BUILDING SHALL BE APPLICABLE TO EACH BUILDING.

504.2 MIXED OCCUPANCY

IN A BUILDING CONTAINING MIXED OCCUPANCIES IN ACCORDANCE WITH SECTION 508, NO INDIVIDUAL OCCUPANCY SHALL EXCEED THE HEIGHT AND NUMBER OF STORY LIMITS SPECIFIED IN THIS SECTION FOR

THE APPLICABLE OCCUPANCIES.

504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE

OCCUPANCY ALLOWABLE HEIGHT (TYPE IIB CONSTRUCTION, NON-SPRINKLERED)

BUSINESS 55 FEET

STORAGE 55 FEET

PROPOSED: XX FEET (EXISTING)

504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

OCCUPANCY ALLOWABLE HEIGHT (TYPE IIB CONSTRUCTION, NON-SPRINKLERED)

BUSINESS 3 STORIES

STORAGE 2 STORIES

PROPOSED: 2 STORIES (EXISTING)

506.2 ALLOWABLE AREA FACTOR

OCCUPANCY ALLOWABLE HEIGHT (TYPE IIB CONSTRUCTION, NON-SPRINKLERED)

BUSINESS 23,000 SQUARE FEET

STORAGE 17,500 SQUARE FEET

PROPOSED: 6,900 SQUARE FEET

506.2.2 MIXED-OCCUPANCY BUILDINGS

THE ALLOWABLE AREA OF EACH STORY OF A MIXED-OCCUPANCY BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTION 508.4.2 FOR SEPARATED OCCUPANCIES.

508.2 ACCESSORY OCCUPANCIES

ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES THAT ARE ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. ACCESSORY OCCUPANCIES SHALL COMPLY WITH THE PROVISIONS

OF SECTIONS 508.2.1 THROUGH 508.2.4.

508.4 SEPARATED OCCUPANCIES

BUILDING OR PORTIONS OF BUILDING THAT COMPLY WITH THE PROVISION OF THIS SECTION SHALL BE

CONSIDERED AS SEPARATED OCCUPANCIES.

OCCUPANCY ADJACENCY REQUIRED SEPARATION (NON-SPRINKLERED)

BUSINESS (B) & STORAGE (S-1) NO SEPARATION REQUIRED

508.4.4.1 CONSTRUCTION

REQUIRED SEPARATIONS SHALL BE FIRE BARRIERS CONSTRUCTED IN ACCORDANCE WITH SECTION 707.

509.1 INCIDENTAL USES

CONFIRM WITH MEP

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

BUILDING ELEMENTS TYPE IIB CONSTRUCTION

PRIMARY STRUCTURAL FRAME 0 HOURS

EXTERIOR BEARING WALLS: 0 HOURS

INTERIOR BEARING WALLS: 0 HOURS

FLOOR CONSTRUCTION 0 HOURS

ROOF CONSTRUCTION 0 HOURS

602 CONSTRUCTION CLASSIFICATION

BUILDING CONSTRUCTION MATERIAL: TYPE IIB (EXISTING)

603.1 ALLOWABLE MATERIALS

COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS TYPE I OR II CONSTRUCTION IN THE

FOLLOWING APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1 THROUGH 603.1.3.

CHAPTER 6 - TYPES OF CONSTRUCTION

705.2 PROJECTIONS

CORNICES, EAVE OVERHANGS, EXTERIOR BALCONIES AND SIMILAR PROJECTIONS EXTENDING BEYOND THE EXTERIOR WALL SHALL CONFORM TO THE REQUIREMENTS OF THIS SECTION AND SECTION 1405.

EXCEPTION 1 - BUILDINGS ON THE SAME LOT AND CONSIDERED AS PORTIONS OF ONE BUILDING IN

ACCORDANCE WITH SECTION 705.3 ARE NOT REQUIRED TO COMPLY WITH THIS SECTION FOR

PROJECTIONS BETWEEN THE BUILDINGS.

PROVIDED: EXISTING BUILDING AND CARPORT CONNECTED BY EXISTING COVERED WALKWAY.

705.3 BUILDINGS ON THE SAME LOT

FOR THE PURPOSES OF DETERMINING THE REQUIRED WALL AND OPENING PROTECTION, PROJECTIONS AND ROOF-COVERING REQUIREMENTS, BUILDINGS ON THE SAME LOT SHALL BE ASSUMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. WHERE ARE NEW BUILDING IS TO BE ERECTED ON THE SAME LOT AS AN EXISTING BUILDING, THE LOCATION OF THE ASSUMED IMAGINARY LINE WITH RELATION TO THE EXISTING BUILDING SHALL BE SUCH THAT THE EXTERIOR WALL AND OPENING PROTECTION OF THE EXISTING

BUILDING MEET THE CRITERIA AS SET FORTH IN SECTIONS 705.5 AND 705.8.

EXCEPTION 1 - TWO OR MORE BUILDINGS ON THE SAME LOT SHALL BE EITHER REGULATED AS SEPARATE BUILDINGS OR SHALL BE CONSIDERED AS PORTIONS OF ONE BUILDING IF THE AGGREGATE AREA OF SUCH BUILDINGS IS WITHIN THE LIMITS SPECIFIED IN CHAPTER 5 FOR A SINGLE BUILDING. WHERE THE

BUILDINGS CONTAIN DIFFERENT OCCUPANCY GROUPS OR ARE OF DIFFERENT TYPES OF

CONSTRUCTION, THE AREA SHALL BE THAT ALLOWED FOR THE MOST RESTRICTIVE OCCUPANCY OR

CONSTRUCTION.

705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION

DISTANCE

FSD TYPE OF CONSTRUCTION REQUIRED SEPARATION

X ≥ 30 ALL 0

SECTION 707 FIRE BARRIERS

CHAPTER 7 - FIRE-RESISTANCE-RATED CONSTRUCTION

802.1 INTERIOR WALL AND CEILING FINISH

THE PROVISIONS OF SECTION 803 SHALL LIMIT THE ALLOWABLE FIRE PERFORMANCE AND SMOKE

DEVELOPMENT OF INTERIOR WALL AND CEILING FINISH MATERIALS BASED ON OCCUPANCY

CLASSIFICATION.

802.2 INTERIOR FLOOR FINISH

THE PROVISION OF SECTION 804 SHALL LIMIT THE ALLOWABLE FIRE PERFORMANCE OF INTERIOR FLOOR

FINISH MATERIALS BASED ON OCCUPANCY CLASSIFICATION.

802.3 DECORATIVE MATERIALS AND TRIM

DECORATIVE MATERIALS AND TRIM SHALL BE RESTRICTED BY COMBUSTIBILITY, FIRE PERFORMANCE OR

FLAME PROPAGATION PERFORMANCE CRITERIA IN ACCORDANCE WITH SECTION 806.

TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY - FOR NON-SPRINKLERED

OCCUPANCY INTERIOR EXIT PASSAGEWAYS CORRIDOR ROOMS

GROUP B CLASS A CLASS B CLASS C

GROUP S CLASS B CLASS B CLASS C

CHAPTER 8 - INTERIOR FINISHES

903.2 WHERE REQUIRED

APPROVED AUTOMATIC SPRINKLER SYSTEMS IN NEW BUILDINGS AND STRUCTURES SHALL BE PROVIDED IN

THE LOCATIONS DESCRIBED IN SECTIONS 903.2.1 THROUGH 903.2.12.

903.2.9 GROUP S-1

AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT ALL BUILDINGS CONTAINING A

GROUP S-1 OCCUPANCY WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:

1. A GROUP S-1 FIRE AREA EXCEEDS 12,000 SQUARE FEET (1115 M2).

2. A GROUP S-1 FIRE AREA IS LOCATED MORE THAN THREE STORIES ABOVE GRADE PLANE.

3. THE COMBINED AREA OF ALL GROUP S-1 FIRE AREAS ON ALL FLOORS, INCLUDING ANY

MEZZANINES, EXCEEDS 24,000 SQUARE FEET (2230 M2).

4. A GROUP S-1 FIRE AREA USED FOR THE STORAGE OF COMMERCIAL MOTOR VEHICLES WHERE THE

FIRE AREA EXCEEDS 5,000 SQUARE FEET (464 M2).

PROVIDED: EXISTING BUILDING IS NON-SPRINKLERED. NONE OF THE CONDITIONS LISTED IN SECTION

903.2.9 OR OTHERWISE IN SECTIONS 903.2.1 THROUGH 903.2.12 ARE APPLICABLE TO THIS PROJECT. THE

PROPOSED BUILDING WILL NOT INCLUDE THE INSTALLATION OF AN AUTOMATIC SPRINKLER SYSTEM.

SECTION 905 – STANDPIPE SYSTEMS IS NOT REQUIRED.

SECTION 906 – PORTABLE FIRE EXTINGUISHERS

1. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ALL OF THE FOLLOWING LOCATIONS: IN

GROUPS B AND S OCCUPANCIES.

2. WITHIN 30 FEET DISTANCE OF TRAVEL FROM COMMERCIAL COOKING EQUIPMENT IN AREAS WHERE

FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORE, USED OR DISPENSED.

3. ON EACH FLOOR OF THE STRUCTURE UNDER CONSTRUCTION

4. WHERE REQUIRED BY THE IBC SECTIONS INDICATED IN TABLE 906.1

906.3 906.3 FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS

LOW HAZARDMODERATE HAZARD HIGH HAZARD

MIN.-RATED EXTINGUISHER 2-A 2-A 4-A

MAX. FA PER UNIT OF A 3,000 SF 1,500 SF 1,000 SF

MAX. FA FOR EXTINGUISHER 11,250 SF 11,250 SF 11,250 SF

MAX. DISTANCE OF TRAVEL 75 FEET 75 FEET 75 FEET

906.9 EXTINGUISHER INSTALLATION

THE INSTALLATION OF PORTABLE FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH SECTIONS 906.9.1

THROUGH 906.9.3.

907.2 WHERE REQUIRED - NEW BUILDINGS AND STRUCTURES

AN APPROVED FIRE ALARM SYSTEM INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND NFPA 72 SHALL BE PROVIDED IN NEW BUILDINGS AND STRUCTURES IN ACCORDANCE WITH SECTIONS

907.2.1 THROUGH 907.2.23 AND PROVIDE OCCUPANT NOTIFICATION IN ACCORDANCE WITH SECTION 907.5, UNLESS OTHER REQUIREMENTS ARE PROVIDED BY ANOTHER SECTION OF THIS CODE.

CHAPTER 9 - FIRE PROTECTION & LIFE SAFETY SYSTEMS

1003.2 CEILING HEIGHT

THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES ABOVE THE

FINISHED FLOOR.

EXCEPTION: ALLOWABLE CEILING HEIGHT OF 7 FEET PER SECTION 603.3 OF THE VECC.

1003.3 PROTRUDING OBJECTS

PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS

1003.3.1 THROUGH 1003.4.

1004.2.1 INTERVENING SPACES OR ACCESSORY AREAS.

WHERE OCCUPANTS EGRESS FROM ONE OR MORE ROOMS, AREAS OR SPACES THROUGH OTHERS, THE DESIGN OCCUPANT LOAD SHALL BE THE COMBINED OCCUPANT LOAD OF INTERCONNECTED ACCESSORY OR INTERVENING SPACES. DESIGN OF EGRESS PATH CAPACITY SHALL BE BASED ON THE CUMULATIVE PORTION OF OCCUPANT LOADS OF ALL ROOMS, AREAS OR SPACES TO THAT POINT ALONG THE PATH OF

EGRESS TRAVEL.

1004.4 MULTIPLE OCCUPANCIES.

WHERE A BUILDING CONTAINS TWO OR MORE OCCUPANCIES, THE MEANS OF EGRESS REQUIREMENTS SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE. WHERE TWO OR MORE OCCUPANCIES UTILIZE PORTIONS OF THE SAME MEANS OF EGRESS SYSTEM, THOSE EGRESS COMPONENTS SHALL MEET THE MORE STRINGENT REQUIREMENTS OF ALL OCCUPANCIES THAT

ARE SERVED.

1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE OCC. LOAD FACTOR NUMBER OF OCCUPANTS

BUSINESS AREAS 150 GROSS 35

ACCESSORY STORAGE AREAS & MECH 300 GROSS 7

PARKING GARAGE 200 GROSS 2

TOTAL BUILDING OCCUPANT LOAD = 44 OCCUPANTS

1005.3.1 STAIRWAYS

THE CAPACITY OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.3 INCH PER OCCUPANT. WHERE STAIRWAYS SERVE MORE THAN ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVIDUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE

STAIRWAYS SERVING THAT STORY.

EXCEPTION - SECTION 601.1 EXCEPTION 1 OF THE 2021 VECC.

PROVIDED: EXISTING STAIR TO REMAIN WITH NO ALTERATIONS.

1005.3.2 OTHER EGRESS COMPONENTS

THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF

EGRESS CAPACITY FACTOR OF 0.2 INCH (5.1 MM) PER OCCUPANT.

1005.7.1 DOORS.

DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7 INCHES (178 MM). DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE-HALF.

1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE

TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1. THE CUMULATIVE OCCUPANT LOAD FROM ADJACENT ROOMS, AREAS OR SPACES SHALL BE

DETERMINED IN ACCORDANCE WITH SECTION 1004.2.

EXCEPTION 1 - THE NUMBER OF EXITS FROM FOYERS, LOBBIES, VESTIBULES OR SIMILAR SPACES NEED NOT BE BASED ON CUMULATIVE OCCUPANT LOADS FOR AREAS DISCHARGING THROUGH SUCH SPACES, BUT THE CAPACITY OF THE EXITS FROM SUCH SPACES SHALL BE BASED ON APPLICABLE CUMULATIVE

OCCUPANT LOADS.

EXCEPTION 3 - UNOCCUPIED MECHANICAL ROOMS AND PENTHOUSES ARE NOT REQUIRED TO COMPLY

WITH THE COMMON PATH OF EGRESS TRAVEL DISTANCE MEASUREMENT.

TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY (NON-SPRINKLERED)

OCCUPANCY MAX. OCC. LOAD OF SPACE MAX. COMMON PATH OF TRAVEL (FEET)

B 50 100 FEET (OL<30) 75 FEET (OL>30)

S 29 100 FEET (OL<30) 75 FEET (OL>30)

U 50 100 FEET (OL<30) 75 FEET (OL>30)

PROVIDED: 44 TOTAL BUILDING OCCUPANTS, MAX. COMMON PATH OF TRAVEL = 60'-0''

TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY

REQUIRED: 2 EXITS

PROVIDED: 3 EXITS (FIRST FLOOR) & 1 EXIT (SECOND FLOOR)

1006.3.4 SINGLE EXITS

A SINGLE EXIT OR ACCESS TO A SINGLE EXIT SHALL BE PERMITTED FROM ANY STORY OR OCCUPIED ROOF

WHERE ONE OF THE FOLLOWING CONDITIONS EXIST:

1. THE OCCUPANT LOAD, NUMBER OF DWELLING UNITS AND EXIT ACCESS TRAVEL DISTANCE DO NOT

EXCEED THE VALUES IN TABLE 1006.3.4(1) OR 1006.3.4(2).

TABLE 1006.3.4 STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES

STORY OCCUPANCY MAX OCCUPANT LOAD PER STORY MAX. EXIT ACCESS TRAVEL DISTANCE

SECOND B, S 29 75 FEET

PROVIDED: SECOND STORY: OCCUPANT LOAD OF 12 OCCUPANTS AND A MAX TRAVEL DISTANCE OF 60'-0.''

1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS

WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM.

INTERLOCKING OR SCISSOR STAIRWAYS SHALL BE COUNTED AS ONE EXIT STAIRWAY.

REQUIRED: AREA DIAGONAL = 93'-4'' / 2 = 46'-8''

PROVIDED: DISTANCE BETWEEN EXIT 1 AND EXIT 2 = 48'-0'' (EXISTING)

1010.1 GENERAL

DOORS IN THE MEANS OF EGRESS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 1010.1.1 THROUGH 1010.3.4. EXTERIOR EXIT DOORS SHALL ALSO COMPLY WITH THE REQUIREMENTS OF SECTION 1022.2.

DOORS, GATES AND TURNSTILES PROVIDED FOR EGRESS PURPOSES IN NUMBERS GREATER THAN

REQUIRED BY THIS CODE SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.

DOORS IN THE MEANS OF EGRESS SHALL BE READILY DISTINGUISHABLE FROM THE ADJACENT

CONSTRUCTION AND FINISHES SUCH THAT THE DOORS ARE EASILY RECOGNIZABLE AS DOORS. MIRRORS OR SIMILAR REFLECTING MATERIALS SHALL NOT BE USED ON MEANS OF EGRESS DOORS. MEANS OF EGRESS DOORS SHALL NOT BE CONCEALED BY CURTAINS, DRAPES, DECORATIONS OR SIMILAR MATERIALS.

1010.1.1 SIZE OF DOORS

THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32 INCHES (813 MM). THE CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 RAD). THE MINIMUM CLEAR OPENING

HEIGHT OF DOORS SHALL BE NOT LESS THAN 80 INCHES (2032 MM).

1010.1.2 EGRESS DOOR TYPES

EGRESS DOORS SHALL BE OF THE SIDE-HINGED SWINGING DOOR, PIVOTED DOOR, OR BALANCED DOOR

TYPES.

EXCEPTION 1 - PRIVATE GARAGES, OFFICE AREAS, FACTORY AND STORAGE AREAS WITH AN OCCUPANT

LOAD OF 10 OR LESS.

CHAPTER 10 - MEANS OF EGRESS

1102.1 DESIGN

BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE

WITH THIS CODE AND ICC A117.1.

1104.1 SITE ARRIVAL POINTS

AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR

SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE SERVED.

1104.2 WITHIN A SITE.

AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.

1104.3.1 EMPLOYEE WORK AREAS

COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE ROUTES.

1104.4 MULTISTORY BUILDING AND FACILITIES

AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH ACCESSIBLE STORY, MEZZANINE AND OCCUPIED

ROOFS IN MULTILEVEL BUILDINGS AND FACILITIES.

EXCEPTION 2 - STORIES, MEZZANINES OR OCCUPIED ROOFS THAT DO NOT CONTAIN ACCESSIBLE ELEMENTS OR OTHER SPACES AS DETERMINED BY SECTION 1108 OR 1109 ARE NOT REQUIRED TO BE

SERVED BY AN ACCESSIBLE ROUTE FROM AN ACCESSIBLE LEVEL.

PROVIDED: EXISTING BUILDING IS NOT EQUIPPED WITH AN ELEVATOR. PROJECT DOES NOT INCLUDE ADDING AN ELEVATOR TO THE EXISTING BUILDING. PROJECT DOES NOT INCLUDE ACCESSIBLE ELEMENTS

OR SPACES OUTLINED IN SECTION 1108 OR 1109.

1105.1 PUBLIC ENTRANCES

IN ADDITION TO ACCESSIBLE ENTRANCES REQUIRED BY SECTIONS 1105.1.1 THROUGH 1105.1.7, AT LEAST 60

PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE.

PROVIDED: PUBLIC ENTRANCE IS ACCESSIBLE.

1110.2 TOILET AND BATHING FACILITIES

EACH TOILET ROOM AND BATHING ROOM SHALL BE ACCESSIBLE. WHERE A FLOOR LEVEL IS NOT REQUIRED TO BE CONNECTED BY AN ACCESSIBLE ROUTE, THE ONLY TOILET ROOMS OR BATHING ROOMS PROVIDED WITHIN THE FACILITY SHALL NOT BE LOCATED ON THE INACCESSIBLE FLOOR. EXCEPT AS PROVIDED FOR IN SECTIONS 1110.2.2 THROUGH 1110.2.6, AT LEAST ONE OF EACH TYPE OF FIXTURE, ELEMENT, CONTROL, OR

DISPENSER IN EACH ACCESSIBLE TOILET ROOM AND BATHING ROOM SHALL BE ACCESSIBLE.

1110.4 KITCHENS AND KITCHENETTES

WHERE KITCHENS AND KITCHENETTES ARE PROVIDED I INACCESSIBLE SPACES OR ROOMS, THEY SHALL BE

ACCESSIBLE.

1110.5.1 MINIMUM NUMBER (OF DRINKING FOUNTAINS)

NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH THE REQUIREMENTS FOR PEOPLE WHO USE A WHEELCHAIR AND ONE DRINKING FOUNTAIN

SHALL COMPLY WITH THE REQUIREMENTS FOR STANDING PERSONS,

1110.10 STORAGE

WHERE FIXED OR BUILT-IN STORAGE ELEMENTS SUCH AS CABINETS, COATS HOOKS, SHELVES, MEDICINE CABINETS, LOCKERS, CLOSETS AND DRAWERS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT

LEAST 5 PERCENT, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE.

1110.13.2 SALES AND SERVICE COUNTERS AND WINDOWS.

WHERE COUNTERS OR WINDOWS ARE PROVIDED FOR SALE OR DISTRIBUTION OF GOODS OR SERVICES, AT LEAST ONE OF EACH TYPE OF COUNTER AND WINDOW PROVIDED SHALL BE ACCESSIBLE. WHERE SUCH COUNTERS OR WINDOWS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, ACCESSIBLE

COUNTERS OR WINDOWS SHALL ALSO BE DISPERSED.

1110.15 CONTROLS, OPERATING MECHANISMS AND HARDWARE.

CONTROLS, OPERATING MECHANISMS AND HARDWARE INTENDED FOR OPERATION BY THE OCCUPANT, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PARTS OF ACCESSIBLE ELEMENTS

SHALL BE ACCESSIBLE.

CHAPTER 11 - ACCESSIBILITY

THIS PROJECT IS REVIEWED UNDER VIRGINIA ENERGY CONSERVATION CODE (2021).

CLIMATE ZONE - 4A (SECTION C301.1) NON RESIDENTIAL

PER VECC TABLE C402.1.3 AND TABLE C402.4 STRASBURG POLICE STATION ENVELOPE IS REVIEWED AND THE

SUMMARY OF ENVELOPE THERMAL REQUIREMENTS ARE SHOWN BELOW.

ENERGY CONSERVATION CODE REVIEW PER VECC 2021

ROOF - INSULATION ENTIRELY

ABOVE ROOF DECK

U - 0.032 R - 30ci

WALLS - ABOVE GRADE (MASS)

SLAB ON GRADE - UNHEATED

FIXED WINDOWS

OPERABLE FENESTRATION

ENTRANCE DOORS

SHGC (PF < 0.2)

U - 0.104 R - 9.5ci

F - 0.52

R - 15 FOR 24 INCHES

U - 0.36

U - 0.45

U - 0.63

U - 0.36

BUILDING ENVELOPE THERMAL VALUE BUILDING MATERIAL

1010.1.2.1 DIRECTION OF SWING

SIDE-HINGED SWINGING DOORS, PIVOTED DOORS AND BALANCED DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE

PERSONS.

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE (NON-SPRINKLERED)

OCCUPANCY MAX. TRAVEL DISTANCE (FEET)

B 200 S-1 200

TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING

OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR WITHOUT SPRINKLER SYSTEM

B, S GREATER THAN 30 1 HOUR

CHAPTER 10 - MEANS OF EGRESS (CONT'D)

REVIEWED PER 2021 VIRGINIA PLUMBING CODE

TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

CHAPTER 4 – FIXTURES, FAUCETS AND FIXTURE FITTINGS

CLASSIFICATION WATER CLOSETS LAVATORIES BATHTUBS/

SHOWERS

DRINKING

FOUNTAINS

OTHER

BUSINESS 1/25 FOR FIRST 50

1/50 FOR REMAINDER

1/40 FOR FIRST 80

1/80 FOR REMAINDER

- 1/100 1 SERVICE SINK

REQUIRED 2 2 - 1 1 SERVICE SINK

PROVIDED - 1 1 SERVICE SINK3 3

WALLS - BELOW GRADE U - 0.119

R - 7.5ci

1 1

2 2

SB SB

UP

1 1

1 1

1 1

1 11

1 1

1 1

1 1

1 1

FEC-1

PATH

CODE PLAN LEGEND

AREA OF SPACE/AREA PER OCCUPANT

OCCUPANT LOAD

OCCUPANCY USE TYPE

FIRE EXTINGUISHER CABINET - FULLY RECESSED

TRAVEL DISTANCE

(SEE EGRESS PATH SCHEDULE)

1-HR FIRE RATED WALL

2-HR FIRE WALL

MAX. NUMBER OF OCCUPANTS ALLOWED PER

CODE THRU AN EGRESS DOOR / EGRESS STAIR

NUMBER OF OCCUPANTS GOING THRU

AN EGRESS DOOR OR THRU AN EGRESS

STAIR

SMOKE PARTITIONS

FEC-2

FEC-3

FIRE EXTINGUISHER CABINET - SEMI RECESSED

FIRE EXTINGUISHER - WALL MOUNTED

Area Name

150 SF / 150 SF

BUSINESS

3631 SF / 150 SF

CHIEF OF POLICE

ADMIN ASST.

ADMIN ASST. /

ACCRED MGR. VESTIBULE

LOBBYDATA ENTRY

CORRIDOR

CAPTAIN

GEN. BLDG

SUPPLY STOR.

HIGH DENS.

STOR.

PATROL LT.

OFFICE

PATROL SGTS

COURT PREP /

LACTATION

ELEC ROOM

TEMP EVIDENCE

NARCOTICS

EVIDENCE STOR:

GEN / PROP

PATROL EQUIPT

STOR ROOM

EVID. DROP /

BAG + TAG

INTAKE

STAFF LOBBY MAIN STAFF

BREAK

R.R.

R.R.

INTERVIEW &

CITIZEN REPORT

ROOM

COPY / PRINT

EXIT 1

EXIT 2

EXIT 3

93'-4'' AREA DIAGONAL

93'-4'' / 2 = 46'-8''

2021 VCC SECTION 301.1.2

STAFF BREAK AREA CATEGORIZED

AS SMALL ASSEMBLY SPACE AND

HAS BEEN CLASSIFIED AS BUSINESS

GROUP OCCUPANCY

STORAGE - 1

107 SF / 300 SF

STORAGE - 1

559 SF / 300 SF

PATH A

PATH C

PATH D

PATH B

CORRIDOR

OCCUPANCY TYPE

BUSINESS

STORAGE - 1

FEC-1

FEC-2

FEC-2

X X

X X

X X

X

X

MECH

CID SECURE

STORAGE

HARD

INTERVIEW

R.R.

SECURE VEST.

CID LIEUT.

COMPUTER

FORENSIC ROOM

TELECOM

BUSINESS

1219 SF / 150 SF

STORAGE - 1

568 SF / 300 SF

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DEWBERRY

8401 Arlington Blvd Fairfax, VA 22031 703.849.0100

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Egress Path Schedule

PATH NAME PATH LENGTH

PATH A 95'-3"

PATH B 74'-4"

PATH C 53'-8"

PATH D 39'-1 1/2"

PATH E 57'-11"

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FIRST FLOOR LIFE SAFETY PLAN

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DEWBERRY

8401 Arlington Blvd Fairfax, VA 22031 703.849.0100

G-004

PROJ. FILE# 50165756

C-001

SP-787

TOWN OF STRASBURG POLICE STATION

VICINITY MAP

SCALE: 1" = 400'

APPLICANT/DEVELOPER/OWNER

CIVIL ENGINEER / SURVEYOR

CONTACT: ALVARO DE LA VEGA

(703) 468-2246 adelavega@dewberry.com

COUNTY REVISIONS

DATENO. DESCRIPTION BY

DISTRICT 6

SHENANDOAH COUNTY, VIRGINIA

DATE: AUGUST 12, 2025

Dewberry Engineers Inc.

13575 HEATHCOTE BLVD.

SUITE 130

GAINESVILLE, VA 20155-6693

PHONE: 703.468.2211

FAX: 703.468.2212

INFORMATION

SURVEY AND TOPOGRAPHIC

MINOR SITE PLAN

SHEET INDEX

SITE INFORMATION:

- SITE ADDRESS: 174 E KING ST STRASBURG, VA 22657

- TAX MAP/PARCEL NO.: 025A3A168

- SITE AREA: 0.549 AC.

- ZONING: CC, COMMUNITY COMMERCIAL

STRASBURG HISTORIC DISTRICT

- EXISTING USE: VACANT

- PROPOSED USE: TOWN OF STRASBURG POLICE STATION

SETBACKS:

FRONT = 0 FT (FROM R/W)

REAR = 25 FT (FROM LOT LINE)

SIDE = 0 FT (FROM R/W)

SIDE = 25 FT (FROM LOT LINE)

DISTURBED AREA: 0.10 ACRES (4,115 SF)

TOWN OF STRASBURG

174 E KING ST

STRASBURG, VA 22657

RESPONSIBLE LAND DISTURBER

TBD

FLOODPLAIN NOTE:

THIS PROPERTY DOES NOT FALL WITHIN ANY FLOODPLAIN ZONE AS

SHOWN ON FIRM COMMUNITY PANEL # 51171C0180C

EFFECTIVE DATE: 7/16/03

07.01.2026REVISED PARKING LAYOUT & FENCE LINE

08.26.2026ISSUE FOR BID

C-002

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08/19/2025

07.01.2026REVISED PARKING LAYOUT & FENCE LINE

08.26.2026ISSUE FOR BID

GENERAL NOTES:

SITE INFORMATION:

- SITE ADDRESS: 174 E KING ST STRASBURG, VA 22657

- TAX MAP/PARCEL NO.: 025A3A168

- SITE AREA: 0.549 AC.

- ZONING: CC, COMMUNITY COMMERCIAL

STRASBURG HISTORIC DISTRICT

- EXISTING USE: VACANT

- PROPOSED USE: TOWN OF STRASBURG POLICE STATION

DISTURBED AREA: 0.10 ACRES (4,115 SF)

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PAVEMENT DETAIL

CG-2 CURB DETAIL

PARKING TABULATION:

EXISTING ULTIMATE

STANDARD SPACES 28 32

HANDICAP SPACES 0 0

H.C. VAN ACCESS SPACES 2 2

TOTAL SPACES 30 34

NET = 4 ADDITIONAL SPACES

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07.01.2026REVISED PARKING LAYOUT & FENCE LINE

08.26.2026ISSUE FOR BID

CONCRETE PAD DETAIL

PAVEMENT & PAVEMENT MARKING PLAN

SITE PLAN

DEAD LOADS

SECOND FLOOR (ASSUMED) 30 PSF

ROOF (ASSUMED) 15 PSF

SUSPENDED COLLATERAL LOAD SECOND FLOOR 10 PSF

SUSPENDED COLLATERAL LOAD ROOF 10 PSF

LIVE LOADS

GROUND FLOOR 100 PSF

SECOND FLOOR 65 PSF

ROOF 20 PSF

ROOF SNOW LOAD

GROUND SNOW (Pg) (COUNTY WEBSITE) 100 PSF FLAT ROOF SNOW (Pf) 84.0 PSF EXPOSURE FACTOR (Ce) 1.0

SNOW IMPORTANCE FACTOR (I) 1.2

THERMAL FACTOR (Ct) 1.0

WIND LOAD DESIGN DATA

BASIC WIND SPEED (3 SEC. GUST) 123 MPH

RISK FACTOR IV

WIND EXPOSURE B

INTERNAL PRESSURE COEFFICIENT +/- 0.18

SEISMIC LOAD DESIGN DATA

SEISMIC IMPORTANCE FACTOR 1.5

MAPPED SPECTRAL RESPONSE ACCELERATION

(SS) 0.150 g (S1) 0.051 g

SITE CLASS (ASSUMED) DEFAULT PER ASCE 7-22

SPECTRAL RESPONSE COEFFICIENT

(SDS) 0.120 g (SD1) 0.072 g

SEISMIC DESIGN CATEGORY C

BASIC SEISMIC-FORCE RESISTING SYSTEM:

STEEL SYSTEM NOT SPECIFICALLY DETAILED

FOR SEISMIC RESISTANCE 3.0

DESIGN BASE SHEAR (N-S) 0.06 W

DESIGN BASE SHEAR (E-W) 0.06 W

ANALYSIS PROCEDURE:

EQUIVALENT LATERAL FORCE PROCEDURE

TORNADO LOAD DESIGN DATA

RISK CATEGORY IV

Ae 4,000 FT2

VT 50 MPH

VT<60 MPH, THEREFORE DESIGN FOR TORNADO LOADS IS NOT REQUIRED PER

ASCE 7-22, SECTION 32.5.2

BUILDING LOADS AND FACTORS PER

2021 VIRGINIA CONSTRUCTION CODE

WIND COMPONENT AND CLADDING PRESSURES

BUILDING COMPONENT

WALL

ROOF

SURFACE

EFFECTIVE AREA (SF)

MAXIMUM PRESSURE (PSF)

-28.1

-21.5

-34.7

-21.5

-25.9

-23.7

-43.4

-28.1

-65.4

-28.1

COORDINATION:

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH, AND COORDINATED

WITH CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, ARCHITECTURAL, AND OTHER

CONTRACT DOCUMENTS.

2. OPENINGS IN SLABS, WALLS, ROOFS, ETC. SHOWN ON THE STRUCTURAL DRAWINGS ARE

FOR REFERENCE ONLY AND ARE NOT INTENDED TO DEFINE THE EXACT LOCATION, SIZE,

ELEVATIONS, FIRE RATING, OR ANY OTHER PROPERTY OF THE OPENING UNLESS

OTHERWISE NOTED. THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO SHOW ALL

OPENINGS AND PENETRATIONS WITHIN OR THROUGH THE STRUCTURE. THE

CONTRACTOR SHALL COORDINATE ALL OPENINGS AND PENETRATIONS WITH THE

ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

3. COORDINATE THE EXACT SIZE AND LOCATION OF ALL SLEEVES AND OPENINGS THROUGH

CONCRETE SLABS AND CONCRETE WALLS WITH CIVIL, MECHANICAL, PLUMBING, AND

ELECTRICAL DRAWINGS. SLEEVES SHALL BE ASTM A 53 SCHEDULE 40 STEEL WITH A

DIAMETER NOT GREATER THAN 12 INCHES AND SHALL BE GALVANIZED AFTER CUTTING.

4. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS

INCLUDING ANY EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES WITH THE

CONSTRUCTION DOCUMENTS BEFORE PROCEEDING WITH THE WORK.

EXISTING STRUCTURES:

1. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING CONDITIONS PRIOR TO

COMMENCEMENT OF CONSTRUCTION. IF AN ITEM IN QUESTION IS BELIEVED TO HAVE

BEEN DAMAGED DURING CONSTRUCTION AND THERE IS NO PHOTOGRAPHIC PROOF OF

ITS STATE PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR

REPAIRING OR REPLACING TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT

THE SOLE EXPENSE OF THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS.

2. SIZES, ELEVATIONS, AND DIMENSIONS OF EXISTING STRUCTURAL AND ARCHITECTURAL

ELEMENTS ARE BASED ON EXISTING DRAWINGS PROVIDED BY THE OWNER AND/OR FIELD

MEASUREMENTS AND ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR SHALL

VERIFY ACTUAL CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER

BEFORE STARTING WORK.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND MAINTAIN ANY

AND ALL WORK NECESSARY TO PROTECT EXISTING FACILITIES AND UTILITIES THIS

INCLUDES, BUT IS NOT LIMITED TO, BUILDINGS, UNDERGROUND UTILITIES, PIPING,

POWER, CONDUIT, COMMUNICATION LINES, PAVEMENT, SIDEWALKS, DRAINAGE

STRUCTURES, TREES, AND PLANTED AREAS. ANY DAMAGE TO EXISTING FACILITIES

SHALL BE REPAIRED TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT THE

SOLE EXPENSE OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL VERIFY ANY CONFLICTS WITH EXISTING UTILITIES. IF A

CONFLICT IS ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT AND

OWNER AND A RESOLUTION SHALL BE REACHED BEFORE WORK PROCEEDS IN THE

AFFECTED AREA.

5. NO STAGING OF EQUIPMENT OR VEHICLES OUTSIDE OF MARKED AREAS SHALL BE

PERMITTED WITHOUT WRITTEN PERMISSION OF THE OWNER.

GENERAL:

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND

SPECIFICATIONS. SEE DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS IN

ADDITION TO GENERAL NOTES. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS,

SPECIFICATIONS, AND GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL

GOVERN.

2. UNLESS NOTED OTHERWISE, CONSTRUCTION MEANS AND METHODS SHALL BE SOLELY

THE RESPONSIBILITY OF THE CONTRACTOR.

3. THE STRUCTURE, OR STRUCTURES, DEFINED BY THESE DRAWINGS CONFORM TO THE

2021 VIRGINIA EXISTING BUILDING CODE AND HAVE BEEN DESIGNED AS COMPLETE

STRUCTURES TO RESIST THE LOADS LISTED IN "BUILDING LOADS AND FACTORS PER 2021

VIRGINIA CONSTRUCTION CODE" BOX ON THIS SHEET. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR CONSTRUCTION LOADS AND OTHER LOADS IMPOSED ON THE

PARTIALLY COMPLETED STRUCTURE(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE DESIGN OF SHORING, BRACING, FORMWORK, ERECTION AIDS, AND OTHER NON-

PERMANENT SUPPORTING ELEMENTS UTILIZED FOR CONSTRUCTION. THE CONTRACTOR

SHALL PROVIDE TEMPORARY BRACING IN ALL DIRECTIONS UNTIL ALL PERMANENT

CONNECTIONS ARE MADE.

4. THE CONTRACTOR SHALL NOT SCALE DIMENSIONS FROM THE DRAWINGS.

5. ALL DETAILS AND SECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO

BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR CONDITIONS ELSEWHERE.

6. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS,

PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTION SHALL TAKE ALL NECESSARY PRECAUTIONS TO

MAINTAIN AND ENSURE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF

CONSTRUCTION.

7. ALL PRODUCTS AND MATERIALS REQUIRED FOR THE WORK SHALL BE INSTALLED IN

ACCORDANCE WITH MANUFACTURER’S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS FOR INSTALLATION IN APPLICATIONS INDICATED, INCLUDING ALL

ACCESSORIES, ATTACHMENTS, AND THE LIKE.

8. ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE 2021 VIRGINIA

BUILDING CODE, AS WELL AS REQUIREMENTS OF THE TOWN OF STRASBURG AND ALL

OTHER AUTHORITIES HAVING JURISDICTION.

REINFORCED CONCRETE:

1. UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING, FABRICATION, AND

PLACING OF REINFORCING AND CONCRETE SHALL BE GOVERNED BY THE LATEST

REVISIONS OF:

A. ACI 301, ACI 315, AND ACI 318.

B. CRSI RECOMMENDED PRACTICE OF PLACING REINFORCING BARS.

C. ACI 306 AND ACI 305 FOR COLD AND HOT WEATHER CONCRETING, RESPECTIVELY.

2. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MAXIMUM UNIT WEIGHT OF 150

POUNDS PER CUBIC FOOT. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE

STRENGTH, AS SPECIFIED BELOW, FOR THE RESPECTIVE AREAS:

A. COLUMN FOOTINGS 3,000 PSI

B. WALL FOOTINGS 3,000 PSI

C. SUSPENDED SLABS 4,000 PSI

D. EXTERIOR SLAB/FOUNDATION 4,500 PSI

3. PLACE 1/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL

SURFACES U.N.O.

4. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, AND SHALL BE GRADE 60 U.N.O.

5. REINFORCING STEEL INDICATED TO BE WELDED SHALL CONFORM TO ASTM A 706 AND

SHALL BE GRADE 60.

6. WELDED WIRE FABRIC SHALL BE NEW BILLET STEEL, COLD DRAWN CONFORMING TO

ASTM SPECIFICATIONS A 1064 AND SHALL BE PROVIDED IN FLAT SHEETS.

7. REINFORCING BAR LAP SPLICES AND HOOK DIMENSIONS SHALL BE AS REQUIRED PER THE

SCHEDULE ON SHEET S-001 U.N.O.

FOUNDATIONS

1. FOUNDATION DESIGN IS BASED ON ASSUMED ALLOWABLE BEARING PRESSURE OF

1,500 PSF (ASSUMED PER 2021 IBC TABLE 1806.2)

2. ALL COMPACTED FILL, EXCAVATION, SUBGRADES, AND BEARING SURFACES SHALL BE

OBSERVED AND TESTED BY A GEOTECHNICAL ENGINEER REGISTERED IN THE

COMMONWEALTH OF VIRGINIA (OR A QUALIFIED GEOTECHNICAL TECHNICIAN WORKING

UNDER THE DIRECT SUPERVISION OF A REGISTERED ENGINEER) TO VERIFY SPECIFIED

GEOTECHNICAL CONFORMANCE REQUIREMENT.

3. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR SUBSURFACE

CONDITIONS ENCOUNTERED IN THE FIELD CONTRARY TO THOSE ASSUMED FOR DESIGN.

4. GEOTECHNICAL ENGINEER OR THEIR AUTHORIZED REPRESENTATIVE SHALL CONFIRM THE

PRESENCE OF SOILS SUITABLE FOR SUPPORT OF THE DESIGN BEARING PRESSURE AT

COLUMN AND WALL FOOTING SUBGRADES. AT MINIMUM, THE FOUNDATION BEARING

PRESSURE SHALL BE PROBED WITH A SMALL DIAMETER PROBE ROD IN ORDER TO IDENTIFY

SOFT AREAS. DYNAMIC CONE PENETROMETER (DCP) TESTS SHALL BE PERFORMED IN

ACCORDANCE WITH ASTM STP-399. THE DCP TESTS SHALL EXTEND FROM THE FOUNDATION

BEARING ELEVATION TO A MINIMUM DEPTH OF 4 FEET OR TWO TIMES THE FOOTING WIDTH,

WHICHEVER IS DEEPER. HAND AUGER BORINGS SHALL BE PERFORMED IN CONJUNCTION

WITH THE TESTING TO DOCUMENT A VISUAL DESCRIPTION OF THE SOIL TYPES. THE HAND

AUGER TEST BORINGS SHALL BE LOCATED AT EACH COLUMN FOOTING AND SPACED NO

GREATER THAN 25 FEET ALONG CONTINUOUS WALL FOOTINGS.

5. UNLESS NOTED OTHERWISE, FOUNDATION SUBGRADES REQUIRING UNDERCUT SHALL BE

FILLED FROM THE ELEVATION OF UNDERCUT TO THE ORIGINAL DESIGN SUBGRADE

ELEVATION WITH LEAN CONCRETE, MINIMUM 500 PSI FLOWABLE FILL.

6. WHENEVER POSSIBLE, FOUNDATION CONCRETE SHALL BE PLACED IMMEDIATELY AFTER

EXCAVATION SO THAT ACCUMULATION OF WATER IN THE EXCAVATION OR DRYING OF

FOUNDATION SOILS CAN BE AVOIDED.

7. CONTRACTOR SHALL CONTROL SITE GROUNDWATER AND/OR SURFACE WATER BY ALL

MEANS NECESSARY TO MAINTAIN A WATER LEVEL ONE FOOT BELOW SLAB SUBGRADE SO

AS TO NOT DAMAGE FOUNDATION EXCAVATIONS.

8. ANY SUBGRADE SOILS WHICH HAVE BEEN WEAKENED DUE TO SATURATION OR

DISTURBANCE SHALL BE RECOMPACTED OR REMOVED AND REPLACED WITH STRUCTURAL

FILL AS DIRECTED BY GEOTECHNICAL…