SGM Cottage Bid set drawings.pdf

PDF 10 MB Posted Sep 4, 2026

Attached to: Construction Camp Dawson Sergeant Major's Cottage Renovation
Solicitation number: CRFQ 0603 ADJ2700000018 2
Issued by: Lewis County, West Virginia

About this file

Written by GovTribe AI · Sep 7, 2026

Summary

This is a construction document set comprising architectural, civil, mechanical, plumbing, electrical, and fire protection drawings for renovations to the Sergeant Major's Cottage located in Kingwood, West Virginia, a facility under the West Virginia Army National Guard. The project involves comprehensive interior and exterior renovations to an existing single-story residential building with a total area of 2,759 square feet. The renovation scope includes demolition of existing systems, installation of new mechanical and plumbing systems, exterior envelope improvements with fiber cement siding and adhered stone veneer, interior finish upgrades including flooring and wall treatments, and installation of life safety systems including automatic sprinkler protection, fire alarm systems, and smoke detection. The building is classified as residential lodging (R-3 occupancy) with accommodations for 14 occupants (7 bedrooms), requiring two means of egress with maximum travel distances of 87 feet to exits. The project includes both base bid and alternate bid options, with the alternate bid involving demolition and replacement of existing wood decking with a new concrete porch slab and crawlspace access door.

The construction documents establish detailed technical specifications for all trades including energy code compliance requirements (ASHRAE 90.1-2013), with minimum insulation values for roof (R-38), walls (R-13 + R-7.5 continuous), and floors (R-30). The plumbing system includes a new 65-gallon domestic gas water heater with recirculation capabilities, domestic water service with backflow prevention, sanitary and storm drainage systems, and gas service to mechanical equipment and a new gas fireplace. All work must comply with the 2018 International Building Code, West Virginia Fire Code, and applicable NFPA standards. The documents indicate coordination is required among mechanical, electrical, and plumbing trades, with specific provisions for temporary protection, dust control, and site restoration during construction activities.

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Other files

File	Type	Posted
Addendum 1.pdf	PDF	Sep 4, 2026
CRFQ ADJ27_18 Solicitation Documents.pdf	PDF	Sep 4, 2026
24116 Project Manual Vol. 2.pdf	PDF	Sep 4, 2026
Final_CRFQ_0603_ADJ2700000018_2_WV_CRFQ_FORM.PDF	PDF	Sep 4, 2026
Final_CRFQ_0603_ADJ2700000018_1_WV_CRFQ_FORM.PDF	PDF	Sep 4, 2026
24116 Project Manual Vol. 1 compressed-Final.pdf	PDF	Sep 4, 2026

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c by ZMM LLC

S I T E L O C A T I O N M A P

A R C H I T E C T A N D E N G I N E E R

O W N E R

B U I L D I N G I N F O R M A T I O ND R A W I N G I N D E X

U S E A N D O C C U P A N C Y C L A S S I F I C A T I O N

C O N S T R U C T I O N C L A S S I F I C A T I O N

B U I L D I N G A R E A

SHEET NO. SHEET NAME SHEET NO. SHEET NAMESHEET NO. SHEET NAME

PROFESSIONAL SEALS

222 Lee Street, West Charleston, West Virginia 25302

Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

ARCHITECTS

ENGINEERS

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08.11.2026

Renovations to the

SERGEANT MAJOR'S

COTTAGE

Kingwood, West Virginia West Virginia Army National Guard

NST

RUC

TIO

N D

ENT

GENERAL

G000 COVER SHEET

G001 ABBREVIATIONS

G040 LIFE SAFETY PLAN

CIVIL

C300 UTILITY PLAN

C310 UTILITY DETAILS

ARCHITECTURAL

A110 DEMOLITION FLOOR PLAN

A111 DEMOLITION REFLECTED CEILING PLAN

A120 DEMOLITION ELEVATIONS

A130 FLOOR PLAN

A140 REFLECTED CEILING PLAN

A151 ROOF PLAN

A310 BUILDING ELEVATIONS AND DETAILS

A410 ENLARGED PLANS & INTERIOR ELEVATIONS

A510 DOOR AND WINDOW SCHEDULES

A541 PARTITION TYPES AND EXTERIOR WALL SECTIONS

FIRE PROTECTION

FP131 FIRE PROTECTION ZONING PLAN

PLUMBING

P000 PLUMBING NOTES, LEGEND, DETAILS AND SCHEDULES

P111 PLUMBING DEMOLITION PLAN

P131 DOMESTIC PLUMBING PLAN

P132 SANITARY STORM PLUMBING PLAN

P440 RISER DIAGRAM

MECHANICAL

M000 HVAC SYMBOLS, LEGEND AND GENERAL NOTES

M111 HVAC DEMOLITION PLAN

M131 HVAC PLAN

M141 HVAC PIPING PLAN

M310 SECTIONS AND ISOMETRICS

M510 DETAILS

M511 DETAILS

M520 SCHEDULES

M620 CONTROLS

ELECTRICAL

E000 GENERAL NOTES & LEGEND

E101 LIGHTING DEMOLITION PLAN

E201 POWER AND SYSTEMS DEMOLITION PLAN

E301 LIGHTING NEW WORK PLAN

E401 POWER AND SYSTEMS NEW WORK PLAN

SEE G040

Kingwood, West Virginia

PROJECT SITE

PTN PARTITIONBEAM, BENCH MARK

CONDUIT

CONCRETE

COUNTER

CORRIDOR

COLUMN

CONVERTER

NONREINFORCED CONCRETE PIPE

COEFFICIENT OF PERFORMANCE

CONTRACTION

CONTINUOUS

CONSTRUCTION

CONNECTION

CONDUCTOR

CONCRETE, STEEL TROWELED & SEALED

CLEANOUT W/ DECK PLUG

CLEANOUT/COMPANY

CONDENSATE

COMPRESSIBLE/COMPRESSION

COORDINATE

CONCRETE MASONRY UNITS

CONV

COORD

CONTR

COP.

COL

COMP

CONC

CONT

CONST

CONN

COND

CONC-S

CNTR

CORR

CODP

CNDS

CND,C

CMU

CONTROL JOINT, CONTRACTION JOINT

BASEMENT

BEARING

BETWEEN

CEMENT

CAPACITY

CENTERLINE

CABINET

CAST IRON

CHANNEL

CERAMIC

BRITISH THERMAL UNIT/HOUR

BRITISH THERMAL UNIT

BOTTOM REGISTER

BASE PLATE

CIRCULATING

CUBIC FEET PER HOUR

CEILING DIFFUSER

CUBIC FEET PER MINUTE

CENTER TO CENTER, COOLING COIL

CURB & GUTTER

CAST IRON PIPE

CEILING

CIRCUIT

CORRUGATED METAL PIPE ARCH

CORRUGATED METAL PIPE

CLEAR, CLOSET

BOTTOM

CIP

CMPA

CIR

CMP

CLG

CKT

CHNL

CER

CFH

CFM

CEM

C&G

BTWN

CAP.

CAB.

BTU/HR

BSMT

BTU

BRG

BOT

THOUSAND BTU PER HOUR

MAIN CROSS-CONNECT

(TELECOMMUNICATIONS)

LENGTH, LENGTH OF CURVE

LONG LEG HORIZONTAL

MANUAL DAMPER

MECHANICAL

MAXIMUM

MATERIAL

MASONRY

MACHINE

LAVATORY

LIGHTNING ARRESTOR

LABORATORY

LIGHT WEIGHT

LOCATION

LIVE LOAD

LONG LEG VERTICAL

KEENE'S CEMENT PLASTER

INSULATION, INSULATED

KNOCK OUT

KILOVOLT

KILOVOLT-AMPERE

KILOWATT

JUNCTION BOX

JUNCTION

JANITOR CLOSET

INTERIOR

INSIDE DIAMETER

IN LIEU OF

FIRE RETARDANT TREATED WOOD

FIBERGLASS REINFORCED GYPSUM PANEL

FULL SIZE, FAR SIDE

FOOT, FEET, FLOOR TILE

FOOTING

FURNANCE

FUTURE

FTG

FURN

FUT

FIRE HOSE CABINET

FLOOR, FLASHING

FROST PROOF HYDRANT

FEET PER MINUTE

FREEZER

FROM

FELT JOINT

FLUORESCENT

FLEXIBLE

FIGURE

FIXTURE

FINISH

FIRE HYDRANT

FLEX

FRTW

FLUOR

FRZR

FPM

FPH

FRGP

FHC

FIG.

FIX.

FIN.

MECH

MET

METAL

LTW

MATL

MBH

MAX

MAS

MACH

LLH

LVG

LVR

LOC

LLV

LEAVING

LOUVER

LIGHT

FINISHED FLOOR ELEVATION

FLOOR DRAIN, FIRE DAMPER, FLOOR DIFFUSER

ELEVATION (BLDG ELEVATION)

EXTERIOR INSULATION FINISH SYSTEM

ELECTRICAL METALLIC TUBING

EPOXY, EDGE OF PAVEMENT

ETHYLENE PROPYLENE DIENE MONOMER

FOUR WAY

FAHRENHEIT, FIRE, FAN

FACE OF CURB

FOUNDATION

FEEDER

ELECTRIC WATER COOLER

EXPANSION, EXPOSED

EXPANSION JOINT

EXHAUST

EXISTING

EXTERIOR

4 WAY

FDN

FDR

FFE

EXIST

EXP JT

EXH

EXT

EXP

EWC

ENERGY EFFICIENCY RATIO

ELEVATION (FL EL 57.0)

ENTERING

EVAPORATIVE

EQUIPMENT

EACH WAY

EQUAL

EMERGENCY

ELECTRIC

EFFICIENCY

EMT

EQUIP

EPDM

ENT

EVAP

ELEC

EMER

ELEV

EIFS

EFF

EER

LAB

LAV

LBS

(L)

LEFT

POUNDS

KCP

KVA

KIT KITCHEN

JST

JCT

JOINT

JOIST

INV

ILO

INSUL

IN.

INT

INVERT

INCH

REQD

REV

REFR

REFL

REINF

REG

RECP

RED.

RBR

R/W

RAD

RCP

REQUIRED

RETURN GRILLE

ROOF HATCH

ROOF, ROOF FAN

REVISION

REGULATOR, REGISTER

RIGHT, RADIUS, RISER

REINFORCED CONCRETE PIPE

ROOF DRAIN, ROAD

RECEPTACLE

REFRIGERATOR

REINFORCEMENT

REFLECTIVE

REDUCING

RIGHT OF WAY

RETURN AIR

RADIUS

RUBBER

PREFAB

PRIM

PVC

PVI

PVT

PUF

PRV

PSF

PSI

PREFIN

PLUMB

PLYWD

PNL

PRELIM

PRESS.

PLAS

PJF

PIV

PRIMARY

POLY VINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENT

PRESSURE TREATED

POLYURETHANE FOAM

PRESSURE RELIEF VALVE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POINT, POINT OF TANGENT,

POINT OF VERTICAL CURVE,

QUARRY TILE

PULL SWITCH

PLATE, PLASTIC LAMINATE

PREFORMED JOINT FILLER

POST INDICATOR VALVE

POINT OF INTERSECTION

PULL BOX, PUSH BUTTON

PLYWOOD

PREFABRICATED

PREFINISHED

PRELIMINARY

PRESSURE

PANEL

PLUMBING

PLASTER

PHASE

ALUMINUM CONDUCTOR STEEL REINFORCED

AREA DRAIN

ADJUSTABLE, ADJACENT

ADHESIVE

ACOUSTIC

ALUMINUM

ALTERNATE

AMPERE

ASPHALT

ARRESTOR

ANODIZED

AUXILIARY

AIR VENT

ANCHOR

AMERICAN WIRE GAGE

ACOUSTICAL TILE CEILING

ARCHITECTURAL

APPROXIMATE

ACCESS PANEL

BASEBOARD DIFFUSER

BOTTOM, BATH

BLOCK

BELOW

BUILDING

BRAKE HORSEPOWER

BOARD

ACRYLIC MODIFIED POLYESTER

BLDG

BBD

BHP

BLK

BLW

ASPH

AWG

ATC

AUX

AMP,A

ARCH

APPROX

ANOD

ARR

ANC

AMP

ACSR

ACST

ADH

ADJ

ALT

AL, ALUM

ANCHOR BOLT, ADDITIVE BID ITEM

AIR CONDITIONING, ASBESTOS CEMENT,

ASPHALTIC CONCRETE

ACRE

ABOVEABV

HOT WATER, HEADWALL

HIGH WATER LEVEL

HIGH VOLTAGE

HORSEPOWER, HIGH POINT

HARD DRAWN, HEAVY DUTY

CONNECT (TELECOMMUNICATIONS)

HIGH INTENSITY DISCHARGE

HANDICAP, HORIZONTAL CROSS-

CONTRACTOR INSTALLED

GLAZED STRUCTURAL UNIT

GOVERNMENT FURNISHED

HOSE BIBB

HORIZONTAL

HOLLOW METAL

HARDWARE

HIGH STRENGTH

GYPSUM WALLBOARD

GALVANIZED

GLOSS ENAMEL

GALLONS PER MINUTE

GROUND WATER

CERAMIC TILE, CURRENT TRANSFORMER

ENTERING AIR TEMPERATURE

DEPTH, DEEP, DEGREE OF CURVATURE, DRAIN

DRY BULB, DECIBEL, DIRECT BURIAL

DRINKING WATER DISPENSER

CONDENSING UNIT, COPPER

CAPILLARY WATER BARRIER

DRAWING

EMPTY CONDUIT

EACH

EAST

DRYWALL, DISHWASHER

DRAIN VALVE

DOWNSPOUT

DOWN

DAMPER

DITTO

DEAD LOAD

DWD

E.A.T.

DWG

DMPR

DO.

DEMOLITION

DISTANCE

DRILL HOLE

DIAMETER

DIMENSION

DOWN

DETAIL

CENTER

COLD WATER

DEMO

DIST

DIM

DET

DIA

CTR

CWB

HTR

HWL

HVY

HEATER

HEAVY

HERTZ

HORIZ

HID

HDW

HOUR

GWB

GYP

H,HGT

GYPSUM

HEIGHT

GRD

GSU

GLE

GPM

GLASS

GRADE

GROUND

CORROSION RESISTANT/COURSES

CEILING REGISTER

COUNTER SUNK

CARPET

CSK

CRS

CPT

GALV

GFCI

GA GAGE

GAS

MO MOTOR OPERATED, MASONRY OPENING

OH,OVHD

OPT

PAF

OSD

OPP

OPNG

OFCI

NDC

NTS

NOM

NO.

NIC

NEUT

MOW.

MOH

OPEN SITE DRAIN

POWER ACTUATED FASTENER

PIPE, PAINT, PAINTED

OUTSIDE DIAMETER

OWNER FURNISHED

CONTRACTOR INSTALLED

OPTION

OVERHEAD

ON CENTER

OUTSIDE AIR

OPPOSITE

OPENING

NOT IN CONTRACT

NOSE DOWN CURB

MASONRY OPENING WIDTH

MASONRY OPENING HEIGHT

MEDIUM PRESSURE

NEUTRAL

NOT TO SCALE

NOMINAL

NUMBER

NON CORROSIVE

NORTH

MISC

MIN

MFGR

MANHOLE, MOUNTING HEIGHT

MISCELLANEOUS

MINIMUM, MINUTE

MANUFACTURER

STAINLESS STEELSST

ABOUT, AT

SINGLE PHASE

THREE POLE

THREE CONDUCTOR

THREE WAY

DEFLECTION ANGLE

PHASE, ROUND

PERCENT

DEGREE

1 VERTICAL ON 2 HORIZONTAL

2 HORIZONTAL TO 1 VERTICAL

TRANSFORMER

EXTRA STRENGTH

THREAD, THREADEDTRD

TOP OF STEEL, TOP OF SLAB, TUBULAR STEEL

UNINTERRUPTIBLE POWER SUPPLY

TELEVISION

TYPICAL

UNIT HEATER

UNDERGROUND

TOP OF WALL

THERMAL EXPANSION

URINAL

UNDERSIDE

UNSHIELDED TWISTED PAIR

UNLESS NOTED OTHERWISE

U/S

UPS

UTS

UNO

TYP

STREAM, SINGLE THROW, STREET, STEAM

TILE, TOP, TANGENT, THICKNESS

TEMPERATURE, TEMPORARY

TEMPERATURE & PRESSURE

TELECOMMUNICATIONS OUTLET

TEST BORING

TERMINAL

TELEPHONE

TOP OF CURB

TERRAZZO

THRESHOLD

TOTAL HEAD (PUMPS)

TOP AND BOTTOM

TOP REGISTER

TEST PIT

TOP OF MASONRY

THRSLD

TOM.

T&P

TO.

T&B

TERM.

TEL

TEMP

TERR

STATION

STEEL

SUPPORT

STRUCTURE

STORAGE

STANDARD

SWITCH

SUSPENDED

SWITCHGEAR

SYSTEM

SWITCHBOARD

SUSP

SWGR

SYS

SWBD

STA

STD

STOR

STL

SUP

STR

& AND

3 WAY

3/C 3/P

1 PH

1 ON 2

SLOPE

2:1

XFMR

X-STR

YD YARD

WASHER

WELDED WIRE FABRIC

WEIGHT, WALL TILE

WATER GAGE

WAINSCOT

WATERPROOF, WEATHERPROOF

WATER LEVEL

WATER HEATER

WOOD, WIDE

WATER CLOSET

WET BULB

WITHOUT

WIDTH, WASTE, WATER,

WASTE STACK, WATER SURFACE,

VINYL WALL COVERING

VENT THRU ROOF

VENT STACK

VESTIBULE

VERTICAL

VENTILATING

VINYL COMPOSITION TILE

VITRIFIED CLAY PIPE

VOLUMN

VITRIFIED CLAY

VENT, VOLT, VALVE, VINYL

VINYL ASBESTOS

VACUUM

VINYL BASE

WATERSTOP

WATT, WEST

RNG RANGE

SUSPENDED ACOUSTICAL TILE CEILING

REFRIGERANT SUCTION, ROOF SCUPPER

SPLIT FACE CONCRETE BLOCK

SPLITTER DAMPER, STORM DRAIN

SQUARE FEET, SQUARE FOOTAGE

SUSPENDED PLASTER CEILING

STATIC PRESSURE, SINGLE POLE

SUSPENDED KEENE'S CEMENT PLASTER

SINGLE POLE, SINGLE THROW

SINGLE POLE, DOUBLE THROW

STRUCTURAL GLAZED FACING TILE

SERV SERVICE

SHEET

SLOPE

SIMILAR

SANITARY MANHOLE

SEMI-GLOSS ENAMEL

SQUARE

SPECIFICATION

SANITARY SEWER

SPC

SPEC

SPST

SPDT

SIM

SKCP

SMH

SGE

SCHEDULE

SPECIAL COATING, ACRYLIC

SECTION

SANITARY SEWER

REVOLUTIONS PER MINUTE

ROUGH OPENING

SOUTH

SATC

SFCB

SCH

SECT

SGFT

SAN

RPM

WSHR

WWF

W/O

VTR

VWC

WITH

VCP

VEST.

VERT

VENT.

VOL

VCT

RAIN LEADER, REFRIGERANT LIQUID,

ROOF LADDER

ROOM

ROUGH

RGH

RL V ASB

VAC

V c by ZMM LLC

CHECKED

DATE

COMM. NO.

DRAWN

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

ARCHITECTS

ENGINEERS

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2024116

08.11.2026

ABBREVIATIONS

R en ov at io ns to th e

R G

T M

R 'S

C O

G E

W es t V irg in ia

A rm y N at io na l G ua rd

Ki ng w oo d, W es t V irg in ia

C O

R U

O N

D O

C U

KNB DBB

N S

N O

N D

W Dryer

LEGEND

PATH OF EGRESS TRAVEL DISTANCE

COMMON PATH OF TRAVEL

PARTITION TO RESIST THE PASSAGE OF SMOKE

1 HOUR FIRE RATED WALL ASSEMBLY

2 HOUR FIRE RATED WALL ASSEMBLY

50 2300

TOTAL OCCUPANCY LOAD

SQUARE FOOTAGE

OCCUPANCY FACTOR

CORRIDOR SYSTEM EXIT

EXIT "A"

EGRESS CAPACITY

EXIT DESIGNATION

DIRECT EXIT

EXIT "A"

EGRESS CAPACITY

EXIT DESIGNATION

BEDROOM

BATHROOM

116A

BATHROOM

117A

FURN.

115 HALL

BATHROOM

114A

CLOSET

114B

CLOSET

113B

BATHROOM

113A

CLOSET

116B

CLOSET

117B

BEDROOM

CLOSET

110B

CLOSET

111B

BATHROOM

111A

BATHROOM

110A

MECHANICAL

HALL

TOILET

LAUNDRY

UTILITY

ADA

BEDROOM

CLOSET

108B

KITCHEN

DINING

LIVING

BATHROOM

108A

1582001

157200

249200

157200 1

150200

201200

200200

156200

153200

BEDROOM

EXIT "A"

EXIT "B"

153200

50200

55200 c by ZMM LLC

CHECKED

DATE

COMM. NO.

DRAWN

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

ARCHITECTS

ENGINEERS

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G040

2024116

08.11.2026

LIFE SAFETY

PLAN

R en ov at io ns to th e

R G

T M

R 'S

C O

G E

W es t V irg in ia

A rm y N at io na l G ua rd

Ki ng w oo d, W es t V irg in ia

C O

R U

O N

D O

C U

KNB DBB

PATH OF EGRESS SCHEDULE

LOCATION

PATH OF EGRESS

COMMON PATH OF

TRAVEL

ACTUAL ALLOWABLE ACTUAL ALLOWABLE

ADA Bedroom to Exit A 26' - 10" 125' - 0" 0' - 0" 125' - 0" Bedroom 116 to Exit B 30' - 4" 250' - 0" 0' - 0" 250' - 0" Bedroom 117 to Exit B 29' - 10" 250' - 0" 0' - 0" 250' - 0"

To Exit A 62' - 9" 250' - 0" 32' - 1" 250' - 0" To Exit B 31' - 8" 250' - 0" 31' - 8" 250' - 0"

1/4" = 1'-0"1 LIFE SAFETY PLAN

BUILDING CODES REVIEW:

APPLICABLE CODES

STATE OF WV FIRE CODE; STATE OF WV BUILDING CODE; 2018 NFPA; 2015

INTERNATIONAL BUILDING CODE; ASHRAE 90.1-2010

PARTIAL CODE REVIEW SUMMARY:

A USE AND OCCUPANCY CLASSIFICATION

1. THIS BUILDING IS BEING RENOVATED AND WILL REMAIN THE SAME

OCCUPANCY TYPE AS EXISITING - RESIDENTIAL

2. OCCUPANCY TYPE:

a. RESIDENTIAL LODGING OR ROOMING HOUSE (NFPA)

b. RESIDENTAIL R -3 (IBC)

B. TYPE OF CONSTURCTION

1. CONSTRUCTION TYPE = 5B

C. GENERAL BUILDING HEIGHTS AND AREAS

1. ALLOWABLE STORIES/HEIGHT

a. 2 STORIES/ 60 FT

2. ALLOWABLE AREA

a. 6,000 SF

3. EXISTING BUILDING AREA

a. STORIES 1 STORY

b. HEIGHT 18'-0"

c. AREA 2,759 SF

D. OCCUPANT LOAD

1. OCCUPANT CALCULATION:

a. 200 SF/ PERSON: 2,759 SF/200=14 PEOPLE

(SLEEPING ACCOMODATIONS ARE PROVIDED FOR 7=14 PEOPLE)

E. FIRE RESISTANCE RATING

1. BUILDING ELEMENTS FOR CONSTRUCTION TYPE 5B

a. PRIMARY STRUCTURAL FRAME 0 HOUR

b. EXTERIOR BEARING WALLS 0 HOUR

c. INTERIOR BEARING WALLS 0 HOUR

d. N/B WALLS AND PARTITIONS EXT. 0 HOUR

e. N/B WALLS AND PARTITIONS INT. 0 HOUR

f. FLOOR CONSTRUCTION 0 HOUR

g. ROOF CONSTRUCTION 0 HOUR

2. FIRE SEPARATIONS

a. SMOKE PARTITIONS AT BEDROOMS

F. MEANS OF EGRESS

1. MAX. TRAVEL DISTANCE TO EXITS ALLOWED PROVIDED

a. RESIDENTIAL 250'-0" 87'-0"

2. MIN. NO. OF EXITS (1006.2.1) MIN. REQ'D PROVIDED

a. RESIDENTIAL 2 2

3. EXIT SEPARATION DISTANCE

a. 1/2 DIAGONAL = 40'-10"

b. EXIT SEPARATION PROVIDED = 42'-6"

4. ALL BEDROOMS WILL HAVE A SECOND MEANS OF ESCAPE VIA AN

EGRESS WINDOW.

G. PROTECTIVE SYSTEMS

1. AUTOMATIC SPRINKLER SYSTEMS: REQUIRED PER UFC 3-600-01

2. FIRE ALARM: REQUIRED

3. AUTOMATIC SMOKE DETECTION: REQUIRED

4. CARBON MONOXIDE DETECTORS: REQUIRED

5. PORTABLE FIRE EXTINGUISHERS REQUIRED

H. PLUMBING FIXTURES REQUIRED PROVIDED

WATER CLOSETS 7 8

LAVATORIES 7 8

SHOWERS 7 7

I. ENERGY CODE ASHRAE 90.1-2013

ENVELOPE REQUIREMENTS (RESIDENTIAL, ZONE 5)

1. ROOF R-38

2. WALLS NEW WALLS R-13 + R-7.5c.i.

3. WALLS BELOW GRADE R-7.5c.i.

4. FLOORS R-30

5. OPAQUE DOORS (SWINGING) U=0.50 (MAX.)

6. WINDOWS U=0.32 (MAX.)

7. ALL GLAZING SHGC=1.40 (MAX.)

N S

N O

N D

DOCK WALL

WALL

U/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-COMU/T-CO

MU/T-CO

MU/T-COMU/T-COMU/T-CO

/T-C O

MU/T-C

M U/T-C O

MU/T-C

M U

/T-C O

M U

/T-C O

M U

/T-C O

M U

/T-C O

U/T-CO

U/T-COM

U/T-

COM

U/T-

COM

U/T-

COM

U/T-

COM

U/T-C

U/T-COM

U/T-CO

U/T-COM

U/T-CO

U /T-C

O M

U/T-COM

U /T-C

MU/T-C

MU/T-COMU/T-COM

U /T-C

O M

U/T-COMU/T-COMU/T-COM

U/T-COMU/T-COM

U /T-C

O M

U /T-C

O M

U/T-COMU/T-COMU/T-COMU/T-COM

U/T-COM

U/T-COMU/T-COM

U/T-COM

U /T-C

O M

6" WATER

6" W

4 TYP.

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N at io na l G ua rd

BSM BSM

C O

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O N

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CHECKED

DATE

COMM. NO.

DRAWN

N S

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c by ZMM LLC.

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

SCALE: 1" = 30'

0 60

FEET

15 3030

UTILITY PLAN

C300

GENERAL NOTES

MICROSOFT CORPORATION. NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH

UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE DRAWINGS FURTHER DO NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. PRIOR TO ANY

EXCAVATION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PHYSICALLY LOCATE THE

UNDERGROUND UTILITIES.

2. CONTRACTOR IS RESPONSIBLE FOR LOCATION AND COORDINATION WITH BELOW AND ABOVE

GROUND UTILITIES.

3. CALL MISS UTILITY OF WEST VIRGINIA TWO WORKING DAYS BEFORE DIGGING AT 1-800-245-4848.

4. EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES TO REMAIN SHALL BE PROTECTED AT

ALL TIMES UNLESS OTHERWISE NOTED.

5. VOIDS LEFT BY DEMOLITION ACTIVITIES SHALL BE BACKFILLED WITH SOIL, COMPACTED, AND

SEEDED.

6. LAWN AREAS DISTURBED DURING CONSTRUCTION SHALL BE REGRADED, SEEDED, AND

MULCHED TO ORIGINAL CONDITIONS, UNLESS OTHERWISE NOTED. REPAIR RUTS, ETC.

7. ADJACENT BUILDINGS, FENCES, SIDEWALKS, PAVEMENT, AND OTHER SITE FEATURES

DISTURBED DURING CONSTRUCTION SHALL BE CLEANED OR REPAIRED TO ORIGINAL

CONDITION, UNLESS OTHERWISE NOTED.

KEY NOTES

1 OPEN CUT, HOT TAP, AND 6" VALVE. COORDINATE SIZE WITH EXISTING WATER LINE SIZE.

3 TRENCH PAVEMENT REPAIR - SEE DETAIL 2 SHT. C310

CONCRETE VAULT AND DOUBLE-DETECTOR CHECK VALVE - SEE DETAIL 5 SHT. C310

4 THRUST BLOCK - SEE DETAIL 6 SHT. C310

5 6" x 6" x 6" TEE

(2) 6" VALVES

CAP 6" STUB FOR FUTURE USE

6 FIRE HYDRANT - SEE DETAIL 3 SHT. C310

7 SAWCUT AND REPLACE EXISTING SIDEWALK - SEE DETAIL 1 SHT. C300

VARIES, SEE PLANS

3" TOOL BANDING ON

ALL EDGES

ROUGH BROOM TEXTURE / FINISH

PERPENDICULAR TO TRAFFIC FLOW

TYP. JOINT (CONTRACTOR TO

DELINEATE PER NOTE BELOW)

PLAN

SCORE JOINT

1" DEEP - 14" WIDE

8" RADIUS, TYP.

2" EXPANSION JOINT OR

SAWED SCORE JOINT

8" RADIUS, TYP.

2" EXPANSION JOINT

RIGID STRUCTURE

CONCRETE

AGGREGATE STONE

BASE

COMPACTED SUBBASE

GROOVE AND EXPANSION JOINTS (TYPICAL) IN SIDEWALK

NOTES:

1. CONCRETE SHALL BE AIR-ENTRAINED WITH A

COMPRESSIVE STRENGTH OF 4500 PSI IN 28 DAYS.

2. A GROOVE JOINT 1" DEEP WITH 18" RADII SHALL BE

REQUIRED IN THE CONCRETE SIDEWALK AT 5'

INTERVALS, OR AS SHOWN ON PLANS.

3. ONE 12" EXPANSION JOINT WILL BE REQUIRED AT 20'

INTERVALS (NOT TO EXCEED 30') AND MATCHING

EXPANSION / CONSTRUCTION JOINT IN ADJACENT

CURB.

4. A SEALED 12" EXPANSION JOINT WILL BE REQUIRED

WHERE THE SIDEWALK JOINS ANY RIGID

STRUCTURE. SIDEWALK AT DRIVEWAY ENTRANCES

TO BE 6" THICK.

5. MINIMUM WIDTH OF SIDEWALKS SHALL BE 5', UNLESS

OTHERWISE INDICATED.

6. SIDEWALK TO BE POURED TO END TO RADIUS AT

INTERSECTING STREETS.

7. CONCRETE FINISH TO BE ROUGH BROOM TEXTURE /

FINISH PERPENDICULAR TO TRAFFIC.

8. TYPICAL JOINT LOCATIONS TO BE REFERENCED PER

LAYOUT PLAN, CONTRACTOR RESPONSIBLE TO

CONFORM TO ALL NOTED ITEMS ABOVE.

6X6 W2.9 X W2.9 WWF

OR FIBROUS REINFORCEMENT

TYPICAL CONCRETE WALK DETAIL

NOT TO SCALEC300

8 COORDINATE CROSSING WITH EXISTING UTILITIES AS NEEDED

9 CONNECT 6" FIRE SERVICE TO BUILDING - COORDINATE WITH PLUMBING PLAN

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

GRASS LINED DITCH

AutoCAD SHX Text

GRASS LINED DITCH

AutoCAD SHX Text

24"STR.

AutoCAD SHX Text

24"STR.

AutoCAD SHX Text W

AutoCAD SHX Text

16" HDPE

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text M:\WVARNG – Camp Dawson Base Housing 2024116\_Site\DWG\Sheet Files\C300 Utility Plan.dwgCamp Dawson Base Housing 2024116\_Site\DWG\Sheet Files\C300 Utility Plan.dwg

AutoCAD SHX Text August 11, 2026

08.11.2026

2024116

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BSM BSM

C O

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O N

D O

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DATE

COMM. NO.

DRAWN

N S

N O

N D

c by ZMM LLC.

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

– UTILITY

DETAILS

C310

TRENCH

WIDTH

12" OF 3,000 PSI

CONCRETE

1.5" HMA WEARING COURSE

TYPE 1

NOTES:

1. EXISTING PAVEMENT TO BE SAW CUT. PROVIDE LOAD TRANSFER PROVISIONS

WHERE REQUIRED.

2. BACKFILL TO BE COMPACTED TO 98% OF THE STANDARD PROCTOR MAX. DRY

DENSITY AS DETERMINED BY ASTM D698 IN ALL AREAS UNDER PAVEMENT.

6" STONE MIN.

12" MIN.12" MIN.

PIPE BACK FILL

TRENCH PAVEMENT REPAIR DETAIL2

C310 NOT TO SCALE

6X6 - W2.0 x W2.0 WWM

TEE INSTALLATION

CAP

DUC - LUG

8" DIA. ALL THREAD

ROD

FRICTION CLAMPCONC. COLLAR

90° BEND INSTALLATIONEND CAP RESTRAINT

THRUST BLOCK SCHEDULE

S.F. AREA AGAINST UNDISTURBED SOIL 150 PSI @ SOIL BEARING CAPACITY OF

1000 LBS/FT i.e. SOFT CLAY

PIPE SIZE TEE OR

DEAD END 90°45°22 1/2°11 1/4°

12"

1. ALL PIPE AND FITTINGS SHALL BE WRAPPED WITH1.

POLYETHYLENE SHEET TO PREVENT CONTACT WITH

CONCRETE.

2. USE MECHANICAL JOINT FITTINGS WITH MEGA LUGS AT

ALL LOCATIONS REQUIRING THRUST BLOCKING

3. THRUST BLOCKING BEARING SURFACES TO BE PLACED

AGAINST UNDISTURBED EARTH (SEE THRUST BLOCK

SCHEDULE FOR SIZES)

NOTES:

11 1/4° - 45° BEND INSTALLATION

RETAINER GLAND TYPICAL

6 2 3 5 9

13 3 6 10 19

23 5 9 18 33

52 10 20 39 71

NO SCALE:

6 TYPICAL THRUST BLOCK DETAIL

C310

NO SCALE:

FIRE HYDRANT ASSEMBLY DETAIL3

C310

6" RESILIENT WEDGE

GATE VALVE W/ C.I.

VALVE & LID.

NOTES:

1. UTILIZE MECH. JOINT RETAINER GLANDS AT TEE RUNS AND BRANCH AND AT

VALVE INLET. TYPICAL EACH INSTALLATION.

2 CUBIC YARDS

CLEAN #57 STONE

FOR DRAINAGE PIT

MECHANICAL JOINT

90° FITTING

DRAIN HOLE

CONCRETE

THRUST BLOCK

FIRE HYDRANT,

SEE SPECIFICATIONS

UNDISTURBED AREA

CONCRETE

THRUST BLOCK

WATER MAIN SIZE AS

SHOWN ON PLANS

UNDISTURBED AREA

6" MJ DIP

HORIZONTAL SLOT CUT IN VALVE BOX

APPROXIMATLEY 12" BELOW GRADE TO

ACCEPT COATED #12 THNN SOLID COPPER

TRACER WIRE. PULL ENOUGH WIRE

THROUGH SLOT TO ALLOW 4' OF ACCESS

ABOVE GRADE.

RESILIENT WEDGE TYPE GATE VALVE

PER AWWA C-515, UNLESS OTHERWISE

SHOWN ON DRAWINGS.

CONCRETE BEARING PAD TO

BE USED WITH PVC OR PE PIPE

BRICK OR AGGREGATE

FILL AS REQ'D.

ADJUSTABLE CAST IRON

VALVE BOX BASE

ADJUSTABLE

SHAFT

COMPACTED BACKFILL

TYPICAL AROUND

FOR BEDDING MATERIAL SEE

TRENCH BEDDING DETAIL 1

C310

WATER MAIN

1. PROVIDE PLASTIC POST - TYPE VALVE LOCATOR AT EACH VALVE LOCATION.

2. ALL VALVES ON FIRE SERVICE MAINS REQUIRE TAMPER SWITCHES WITH

CONTROL CIRCUIT TO MAIN FIRE CONTROL PANEL.

NOTES:

TYPICAL VALVE BOX INSTALLATION

NO SCALE:

C310

EXISTING OR PROPOSED

FINISHED GRADE C.I. VALVE BOX COVER

" M

O R

A S

D B

4" M

METALLIC CAUTION TAPE

PER SPECIFICATIONS

SAND BEDDING

MATERIAL

SAND BEDDING

MATERIAL

COMPACTED SUBGRADE

" M

.1'

-0

COMPACTED BACKFILL

PER SPECIFICATIONS

12"

MIN.

PAVEMENT / SHOULDER

MATERIAL

NO SCALE:

C310

WATER LINE TRENCH DETAIL

FIRE PROTECTION VALVE VAULT DETAIL

N.T.S.

C310

6" DIP 6" DIP

" M

12" MIN.

FLANGED

SPOOL

PIECE

DOUBLE DETECTOR

CHECK VALVE ASSEMBLY

BYPASS METER

LADDER-UP WITH

SAFETY POST

6" GATE

VALVE

PIPE SUPPORT12

" M

PIPE SUPPORT

6" GATE

VALVE

FLANGED

SPOOL

PIECE

12" MIN.

ALL PIPE PENETRATIONS TO BE

WATERTIGHT WITH A FLEXIBLE

(LINKSEAL) CONNECTION

PRE-CAST CONCRETE VALVE VAULT

48" X 30" MIN. DOUBLE LEAF, BILCO STYLE ALUMINUM ACCESS HATCH

WITH LOCK AND HASP. HATCH TO BE WATERTIGHT AND HAVE H20 LOAD

RATING. CENTER OVER DOUBLE DETECTOR CHECK VALVE ASSEMBLY.

DRILLED 1" HOLE TO ACCOMMODATE METER READING EQUIPMENT.

6" COMPACTED STONE BASE

NOTES:

1. PRE-CAST CONCRETE SHALL CONFORM TO ASTM C-913, LATEST EDTION.

2. ALL PIPING AND FITTINGS SHALL BE FLANGED DUCTILE IRON PIPE (DIP) INSIDE VAULT AND PUSH-ON JOINT DIP WITH MECHANICAL JOINT FITTINGS OUTSIDE OF

VAULT.

3. STAINLESS STEEL DOUBLE DETECTOR CHECK VALVE ASSEMBLY TO BE MANUFACTURED BY AMES OR WATTS AND INCLUDE BYPASS PORTS.

4. ALL DIP TO BE CL 52

5. ALL VALVES TO BE RATED FOR 250 PSI.

6. FOR OPERATING PRESSURES EXCEEDING DDCV ASSEMBLY MANUFACTURERS RECOMMENDED OPERATION, A UL RATED PRESSURE REDUCING VALVE IS

RECOMMENDED PRIOR TO THE DDCV ASSEMBLY VAULT.

7. DUCTILE IRON PIPING SHALL EXTEND A MINIMUM OF 6' BEYOND VAULT.

5' -6

FINISHED GRADE

TO BUILDING

AutoCAD SHX Text M:\WVARNG – Camp Dawson Base Housing 2024116\_Site\DWG\Sheet Files\C310 Utility Details.dwgCamp Dawson Base Housing 2024116\_Site\DWG\Sheet Files\C310 Utility Details.dwg

AutoCAD SHX Text August 11, 2026

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

FINISHED GRADE

22 ABOVE

A120

BEDROOM

FURN.

BEDROOM

KITCHEN

DINING

UTILITY

LAUNDRY

ADA

BEDROOM

TOILET

MECHANICAL

HALL

BEDROOM

LIVING

1 RO

G 7'

- 3

- 0

G 7'

- 3

- 0

- 3

- 0

G 7'

- 3

72 5

2 2

1 1

2 2

A110

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

ALL DEMOLITION WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL

APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

THE DEMOLITION PLANS ARE INTENDED TO REASONABLY REPRESENT EXISTING

CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOBSITE AND VERIFY ACTUAL

CONDITIONS AND COORDINATE THE DEMOLITION WORK WITH THE NEW WORK SO

THAT DEMOLITION IS COMPLETE. FIELD VERIFY ALL DIMENSIONS SHOWN ON

DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES AND PERFORM ALL

OPERATIONS REQUIRED FOR COMPLETE INTERIOR DEMOLITION AND RELATED

WORK AS DESCRIBED AND SPECIFIED HEREIN, AND AS MAY BE REASONABLY

IMPLIED AS NECESSARY TO COMPLETE NEW CONSTRUCTION WORK.

CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND

DAMAGE TO ADJACENT BUILDING AREAS. THE CONTRACTOR SHALL TAKE ALL

PRECAUTIONS TO ENSURE SAFE PASSAGE OF PEOPLE THROUGH AND AROUND

SELECTIVE DEMOLITION AREAS. MAINTAIN SAFE MEANS OF EGRESS FROM THE

BUILDING AT ALL TIMES.

THE CONTRACTOR IS RESPONSIBLE FOR INSURING THE STRUCTURAL STABILITY

OF THE EXISTING BUILDING IN THE AREAS INVOLVING NEW WORK OR FOR

PROTECTING THE EXISTING BUILDING FROM DAMAGE DURING THE COURSE OF

THE WORK. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING

BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY DIRECTED TO BY THE

ARCHITECT.

NO DEMOLITION SHALL OCCUR WHICH LEAVES THE BUILDINGS INTERIOR WITHOUT

WEATHER PROTECTION. ALL DEMOLITION AT EXTERIOR SURFACES SHALL BE

FOLLOWED IMMEDIATELY BY PROTECTIVE CONSTRUCTION. THE CONTRACTOR

SHALL PROVIDE AND INSTALL SECURE TEMPORARY PROTECTION IN ALL

OPENINGS.

EXISTING CONSTRUCTION TO REMAIN UNLESS OTHERWISE NOTED. THE

CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS AGAINST DAMAGE TO ALL

EXISTING CONSTRUCTION INTENDED TO REMAIN. TAKE CARE NOT TO ENCROACH

ON ADJACENT OCCUPIED AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK.

ANY DAMAGE CAUSED BY THE CONTRACTOR'S DEMOLITION OPERATIONS SHALL

BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF

THE ARCHITECT AND OWNER.

GENERAL CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN

THE SCOPE OF THE WORK AND AREAS OUTSIDE THE SCOPE OF THE WORK BY

PROVIDING A DUST BARRIER FOR PROTECTION OF EXISTING AREAS TO REMAIN AS

REQUIRED. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO

ADJACENT AREAS.

REMOVE FROM SITE ALL DEMOLISHED MATERIALS, DEBRIS AND RUBBISH ON A

DAILY BASIS. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE.

DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE

COMPLYING WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. UPON

COMPLETION, CLEAN ALL AREAS IMPACTED BY THE DEMOLITION, INCLUDING, BUT

NOT LIMITED TO, ADJACENT OCCUPIED AREAS AND AREAS NOT WITHIN THE

SCOPE OF WORK.

REMOVAL AS DESCRIBED HEREIN SHALL BE ACCOMPLISHED WITHOUT STORING

ON THE FLOOR EXCESSIVE QUANTITIES OF ANY MATERIALS OR WASTE RESULTING

FROM THE REMOVAL OPERATIONS ON THE FLOOR.

THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR

ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. IF THE

CONTRACTOR ENCOUNTERS WHAT APPEARS TO BE HAZARDOUS MATERIALS

DURING CONSTRUCTION, HE SHALL IMMEDIATELY ISOLATE THE AFFECTED AREAS

AND FOLLOW THE PROCEDURES OUTLINED IN THE PROJECT MANUAL FOR

RESOLUTION.

CONTRACTOR TO REVIEW WITH ARCHITECT ALL ITEMS SCHEDULED TO BE

DEMOLISHED, SALVAGED AND RELOCATED. SAID ITEMS TO BE REMOVED

CAREFULLY, PROTECTED AND STORED PRIOR TO RELOCATION.

DEMO PLAN KEYED NOTES APPLY TO ITEMS TAGGED, AND REPETITIVE/TYPICAL

ITEMS & CONDITIONS WHICH MAY ONLY BE TAGGED AT ONE LOCATION AND NOT

AT EVERY OCCURRENCE.

REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS

FOR SPECIFIC DEMOLITION INFORMATION NOT INDICATED ON THESE DRAWINGS.

REPAIR ALL AREAS DAMAGED DURING DEMOLITION TO MATCH ADJACENT

CONSTRUCTION.

PREPARE ALL AREAS REMAINING AFTER DEMOLITION TO RECEIVE NEW FINISH

AND/OR CONSTRUCTION.

REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL

DEMOLITION.

PARGE ALL CMU DAMAGED DURING DEMOLITION IN AREAS TO REMAIN EXPOSED

TO MATCH ADJACENT CONSTRUCTION.

PATCH ALL HOLES IN WALLS, ROOFS, FLOOR SLABS, ETC. FROM DEMOLITION OF

EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT TO MATCH

ADJACENT CONSTRUCTION.

REMOVE ALL EXISTING BATT INSULATION, VAPOR BARRIER, DEBRIS, ETC. FROM

ENTIRE CRAWLSPACE.

GENERAL NOTES

BASE BID: POWER WASH/CLEAN EXISTING WOOD DECKING OFF OF LIVING ROOM

AND SEAL WITH WATERSEAL.

ALTERNATE BID NO. 1: INSTALL NEW 30" X 36" CRAWLSPACE ACCESS DOOR IN

LAUNDRY ROOM, DEMOLISH EXISTING WOOD DECKING AND ASSOCIATED

FOUNDATION, BACKFILL, AND INSTALL CONCRETE PORCH SLAB ON GRADE.

ALTERNATE BID NOTES

c by ZMM LLC

CHECKED

DATE

COMM. NO.

DRAWN

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

ARCHITECTS

ENGINEERS

C :\U se rs

\n hs

\D oc um en ts \S er ge an t M aj or s C ot ta ge R en ov at io ns A

R C

H R

_n hs zm m

.c om

.rv t

A110

2024116

08.11.2026

DEMOLITION

FLOOR PLAN

R en ov at io ns to th e

R G

T M

R 'S

C O

G E

W es t V irg in ia

A rm y N at io na l G ua rd

Ki ng w oo d, W es t V irg in ia

C O

R U

O N

D O

C U

KNB

NHS

3/16" = 1'-0"1 DEMOLITION FLOOR PLAN

1 REMOVE PORTION OF EXISTING WALL AS REQUIRED TO ACCOMMODATE NEW

OPENING

2 REMOVE EXISTING DOOR, FRAME, TRIM, CASING, AND HARDWARE

3 REMOVE EXISTING WINDOW, CURTAINS, BLINDS, TRIM, AND CASING

4 REMOVE EXISTING CONCRETE STOOP/SIDEWALK

5 EXISTING WOOD SIDING TO REMAIN. REMOVE ALL EXISTING GREEN WOOD TRIM

AT PERIMETER, CORNERS, OPENINGS, ETC. REMOVE ANY DAMAGED SIDING

AND REPLACE WITH EXTERIOR GRADE PLYWOOD SHEATHING OF MATCHING

THICKNESS

6 EXISTING BRICK VENEER TO REMAIN.

7 REMOVE EXISTING DOWNSPOUT

8 REMOVE EXISTING PLUMBING FIXTURES AND ALL ACCESSORIES THROUGHOUT

ENTIRE SPACE

9 REMOVE 4' X 8'+/- SECTION OF DOUBLE-LAYER PLYWOOD WHERE WATER

DAMAGED, INCLUDING BATT INSULATION IN SAME AREA OF CRAWLSPACE

BELOW. VERIFY ACTUAL THICKNESS, AREA AND LOCATION IN FIELD

10 REMOVE EXISTING PARTITION TO EXTENT SHOWN

11 REMOVE ALL EXISTING FLOORING AND WALL BASE THROUGHOUT ENTIRE

SPACE

12 REMOVE EXISTING BUILT-IN CASEWORK, COUNTERTOP, APPLIANCES, SINK AND

ALL ASSOCIATED ITEMS.

13 REMOVE EXISTING PLUMBING FIXTURE

14 REMOVE EXISTING GYPSUM WALLBOARD CEILING

15 EXISTING ALUMINUM SOFFIT SYSTEM TO REMAIN.

16 EXISTING GYPSUM WALLBOARD CEILING TO REMAIN.

17 EXISTING SLOPING WOOD CEILING TO REMAIN.

18 EXISTING ATTIC ACCESS PANEL TO REMAIN.

19 REMOVE EXISTING PIPE SLEEVE FROM FORMER VENT.

20 REMOVE EXISTING ARTIFICIAL HEARTH.

21 REMOVE WALL-MOUNTED WOOD RAILS.

22 REMOVE DEDICATION PLAQUE, PROTECT AND SAVE FOR RELOCATION.

23 REMOVE EXISTING GUTTER

24 REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL DEMOLITION NOTES

25 EXISTING ROOFING TO REMAIN

26 REMOVE LOUVER BEHIND MECHANICAL EQUIPMENT

27 REMOVE EXISTING GYPSUM WALLBOARD CEILING AS REQUIRED TO INSTALL

NEW PARTITION

28 REMOVE WOOD DECKING AND ASSOCIATED SUPPORTS - REMOVE CMU

FOUNDATION WALL DOWN TO EXISTING FOOTING - TEMPORARILY SUPPORT

ROOF FRAMING AND COLUMN IN THIS LOCATION UNTIL NEW FOUNDATION IS

COMPLETE - ALTERNATE BID

29 REMOVE ALL WALL AND FLOOR TILE THROUGHOUT ENTIRE SPACE - REMOVE

ASSOCIATED TILE BACKER BOARD

KEYED NOTES

1/4" = 1'-0"2 PARTIAL DEMOLITION PLAN - ALTERNATE

N S

N O

N D

14 14

16 16

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

ALL DEMOLITION WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL

APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

THE DEMOLITION PLANS ARE INTENDED TO REASONABLY REPRESENT EXISTING

CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOBSITE AND VERIFY ACTUAL

CONDITIONS AND COORDINATE THE DEMOLITION WORK WITH THE NEW WORK SO

THAT DEMOLITION IS COMPLETE. FIELD VERIFY ALL DIMENSIONS SHOWN ON

DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES AND PERFORM ALL

OPERATIONS REQUIRED FOR COMPLETE INTERIOR DEMOLITION AND RELATED

WORK AS DESCRIBED AND SPECIFIED HEREIN, AND AS MAY BE REASONABLY

IMPLIED AS NECESSARY TO COMPLETE NEW CONSTRUCTION WORK.

CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND

DAMAGE TO ADJACENT BUILDING AREAS. THE CONTRACTOR SHALL TAKE ALL

PRECAUTIONS TO ENSURE SAFE PASSAGE OF PEOPLE THROUGH AND AROUND

SELECTIVE DEMOLITION AREAS. MAINTAIN SAFE MEANS OF EGRESS FROM THE

BUILDING AT ALL TIMES.

THE CONTRACTOR IS RESPONSIBLE FOR INSURING THE STRUCTURAL STABILITY

OF THE EXISTING BUILDING IN THE AREAS INVOLVING NEW WORK OR FOR

PROTECTING THE EXISTING BUILDING FROM DAMAGE DURING THE COURSE OF

THE WORK. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING

BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY DIRECTED TO BY THE

ARCHITECT.

NO DEMOLITION SHALL OCCUR WHICH LEAVES THE BUILDINGS INTERIOR WITHOUT

WEATHER PROTECTION. ALL DEMOLITION AT EXTERIOR SURFACES SHALL BE

FOLLOWED IMMEDIATELY BY PROTECTIVE CONSTRUCTION. THE CONTRACTOR

SHALL PROVIDE AND INSTALL SECURE TEMPORARY PROTECTION IN ALL

OPENINGS.

EXISTING CONSTRUCTION TO REMAIN UNLESS OTHERWISE NOTED. THE

CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS AGAINST DAMAGE TO ALL

EXISTING CONSTRUCTION INTENDED TO REMAIN. TAKE CARE NOT TO ENCROACH

ON ADJACENT OCCUPIED AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK.

ANY DAMAGE CAUSED BY THE CONTRACTOR'S DEMOLITION OPERATIONS SHALL

BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF

THE ARCHITECT AND OWNER.

GENERAL CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN

THE SCOPE OF THE WORK AND AREAS OUTSIDE THE SCOPE OF THE WORK BY

PROVIDING A DUST BARRIER FOR PROTECTION OF EXISTING AREAS TO REMAIN AS

REQUIRED. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO

ADJACENT AREAS.

REMOVE FROM SITE ALL DEMOLISHED MATERIALS, DEBRIS AND RUBBISH ON A

DAILY BASIS. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE.

DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE

COMPLYING WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. UPON

COMPLETION, CLEAN ALL AREAS IMPACTED BY THE DEMOLITION, INCLUDING, BUT

NOT LIMITED TO, ADJACENT OCCUPIED AREAS AND AREAS NOT WITHIN THE

SCOPE OF WORK.

REMOVAL AS DESCRIBED HEREIN SHALL BE ACCOMPLISHED WITHOUT STORING

ON THE FLOOR EXCESSIVE QUANTITIES OF ANY MATERIALS OR WASTE RESULTING

FROM THE REMOVAL OPERATIONS ON THE FLOOR.

THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR

ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. IF THE

CONTRACTOR ENCOUNTERS WHAT APPEARS TO BE HAZARDOUS MATERIALS

DURING CONSTRUCTION, HE SHALL IMMEDIATELY ISOLATE THE AFFECTED AREAS

AND FOLLOW THE PROCEDURES OUTLINED IN THE PROJECT MANUAL FOR

RESOLUTION.

CONTRACTOR TO REVIEW WITH ARCHITECT ALL ITEMS SCHEDULED TO BE

DEMOLISHED, SALVAGED AND RELOCATED. SAID ITEMS TO BE REMOVED

CAREFULLY, PROTECTED AND STORED PRIOR TO RELOCATION.

DEMO PLAN KEYED NOTES APPLY TO ITEMS TAGGED, AND REPETITIVE/TYPICAL

ITEMS & CONDITIONS WHICH MAY ONLY BE TAGGED AT ONE LOCATION AND NOT

AT EVERY OCCURRENCE.

REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS

FOR SPECIFIC DEMOLITION INFORMATION NOT INDICATED ON THESE DRAWINGS.

REPAIR ALL AREAS DAMAGED DURING DEMOLITION TO MATCH ADJACENT

CONSTRUCTION.

PREPARE ALL AREAS REMAINING AFTER DEMOLITION TO RECEIVE NEW FINISH

AND/OR CONSTRUCTION.

REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL

DEMOLITION.

PARGE ALL CMU DAMAGED DURING DEMOLITION IN AREAS TO REMAIN EXPOSED

TO MATCH ADJACENT CONSTRUCTION.

PATCH ALL HOLES IN WALLS, ROOFS, FLOOR SLABS, ETC. FROM DEMOLITION OF

EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT TO MATCH

ADJACENT CONSTRUCTION.

REMOVE ALL EXISTING BATT INSULATION, VAPOR BARRIER, DEBRIS, ETC. FROM

ENTIRE CRAWLSPACE.

GENERAL NOTES

BASE BID: POWER WASH/CLEAN EXISTING WOOD DECKING OFF OF LIVING ROOM

AND SEAL WITH WATERSEAL.

ALTERNATE BID NO. 1: INSTALL NEW 30" X 36" CRAWLSPACE ACCESS DOOR IN

LAUNDRY ROOM, DEMOLISH EXISTING WOOD DECKING AND ASSOCIATED

FOUNDATION, BACKFILL, AND INSTALL CONCRETE PORCH SLAB ON GRADE.

ALTERNATE BID NOTES

3/16" = 1'-0"1 DEMOLITION REFLECTED CEILING PLAN

c by ZMM LLC

CHECKED

DATE

COMM. NO.

DRAWN

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

ARCHITECTS

ENGINEERS

C :\U se rs

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2024116

08.11.2026

DEMOLITION

REFLECTED

CEILING PLAN

R en ov at io ns to th e

R G

T M

R 'S

C O

G E

W es t V irg in ia

A rm y N at io na l G ua rd

Ki ng w oo d, W es t V irg in ia

C O

R U

O N

D O

C U

KNB

NHS

1 REMOVE PORTION OF EXISTING WALL AS REQUIRED TO ACCOMMODATE NEW

OPENING

2 REMOVE EXISTING DOOR, FRAME, TRIM, CASING, AND HARDWARE

3 REMOVE EXISTING WINDOW, CURTAINS, BLINDS, TRIM, AND CASING

4 REMOVE EXISTING CONCRETE STOOP/SIDEWALK

5 EXISTING WOOD SIDING TO REMAIN. REMOVE ALL EXISTING GREEN WOOD TRIM

AT PERIMETER, CORNERS, OPENINGS, ETC. REMOVE ANY DAMAGED SIDING

AND REPLACE WITH EXTERIOR GRADE PLYWOOD SHEATHING OF MATCHING

THICKNESS

6 EXISTING BRICK VENEER TO REMAIN.

7 REMOVE EXISTING DOWNSPOUT

8 REMOVE EXISTING PLUMBING FIXTURES AND ALL ACCESSORIES THROUGHOUT

ENTIRE SPACE

9 REMOVE 4' X 8'+/- SECTION OF DOUBLE-LAYER PLYWOOD WHERE WATER

DAMAGED, INCLUDING BATT INSULATION IN SAME AREA OF CRAWLSPACE

BELOW. VERIFY ACTUAL THICKNESS, AREA AND LOCATION IN FIELD

10 REMOVE EXISTING PARTITION TO EXTENT SHOWN

11 REMOVE ALL EXISTING FLOORING AND WALL BASE THROUGHOUT ENTIRE

SPACE

12 REMOVE EXISTING BUILT-IN CASEWORK, COUNTERTOP, APPLIANCES, SINK AND

ALL ASSOCIATED ITEMS.

13 REMOVE EXISTING PLUMBING FIXTURE

14 REMOVE EXISTING GYPSUM WALLBOARD CEILING

15 EXISTING ALUMINUM SOFFIT SYSTEM TO REMAIN.

16 EXISTING GYPSUM WALLBOARD CEILING TO REMAIN.

17 EXISTING SLOPING WOOD CEILING TO REMAIN.

18 EXISTING ATTIC ACCESS PANEL TO REMAIN.

19 REMOVE EXISTING PIPE SLEEVE FROM FORMER VENT.

20 REMOVE EXISTING ARTIFICIAL HEARTH.

21 REMOVE WALL-MOUNTED WOOD RAILS.

22 REMOVE DEDICATION PLAQUE, PROTECT AND SAVE FOR RELOCATION.

23 REMOVE EXISTING GUTTER

24 REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL DEMOLITION NOTES

25 EXISTING ROOFING TO REMAIN

26 REMOVE LOUVER BEHIND MECHANICAL EQUIPMENT

27 REMOVE EXISTING GYPSUM WALLBOARD CEILING AS REQUIRED TO INSTALL

NEW PARTITION

28 REMOVE WOOD DECKING AND ASSOCIATED SUPPORTS - REMOVE CMU

FOUNDATION WALL DOWN TO EXISTING FOOTING - TEMPORARILY SUPPORT

ROOF FRAMING AND COLUMN IN THIS LOCATION UNTIL NEW FOUNDATION IS

COMPLETE - ALTERNATE BID

29 REMOVE ALL WALL AND FLOOR TILE THROUGHOUT ENTIRE SPACE - REMOVE

ASSOCIATED TILE BACKER BOARD

KEYED NOTES

N S

N O

N D

25 25

2424 7

25 25

33333

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

ALL DEMOLITION WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL

APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

THE DEMOLITION PLANS ARE INTENDED TO REASONABLY REPRESENT EXISTING

CONDITIONS. ACTUAL CONDITIONS MAY DEVIATE FROM THAT SHOWN ON THE

DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOBSITE AND VERIFY ACTUAL

CONDITIONS AND COORDINATE THE DEMOLITION WORK WITH THE NEW WORK SO

THAT DEMOLITION IS COMPLETE. FIELD VERIFY ALL DIMENSIONS SHOWN ON

DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES AND PERFORM ALL

OPERATIONS REQUIRED FOR COMPLETE INTERIOR DEMOLITION AND RELATED

WORK AS DESCRIBED AND SPECIFIED HEREIN, AND AS MAY BE REASONABLY

IMPLIED AS NECESSARY TO COMPLETE NEW CONSTRUCTION WORK.

CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND

DAMAGE TO ADJACENT BUILDING AREAS. THE CONTRACTOR SHALL TAKE ALL

PRECAUTIONS TO ENSURE SAFE PASSAGE OF PEOPLE THROUGH AND AROUND

SELECTIVE DEMOLITION AREAS. MAINTAIN SAFE MEANS OF EGRESS FROM THE

BUILDING AT ALL TIMES.

THE CONTRACTOR IS RESPONSIBLE FOR INSURING THE STRUCTURAL STABILITY

OF THE EXISTING BUILDING IN THE AREAS INVOLVING NEW WORK OR FOR

PROTECTING THE EXISTING BUILDING FROM DAMAGE DURING THE COURSE OF

THE WORK. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING

BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY DIRECTED TO BY THE

ARCHITECT.

NO DEMOLITION SHALL OCCUR WHICH LEAVES THE BUILDINGS INTERIOR WITHOUT

WEATHER PROTECTION. ALL DEMOLITION AT EXTERIOR SURFACES SHALL BE

FOLLOWED IMMEDIATELY BY PROTECTIVE CONSTRUCTION. THE CONTRACTOR

SHALL PROVIDE AND INSTALL SECURE TEMPORARY PROTECTION IN ALL

OPENINGS.

EXISTING CONSTRUCTION TO REMAIN UNLESS OTHERWISE NOTED. THE

CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS AGAINST DAMAGE TO ALL

EXISTING CONSTRUCTION INTENDED TO REMAIN. TAKE CARE NOT TO ENCROACH

ON ADJACENT OCCUPIED AREAS OR AREAS NOT WITHIN THE SCOPE OF WORK.

ANY DAMAGE CAUSED BY THE CONTRACTOR'S DEMOLITION OPERATIONS SHALL

BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE COMPLETE SATISFACTION OF

THE ARCHITECT AND OWNER.

GENERAL CONTRACTOR SHALL MAINTAIN A SEPARATION BETWEEN AREAS WITHIN

THE SCOPE OF THE WORK AND AREAS OUTSIDE THE SCOPE OF THE WORK BY

PROVIDING A DUST BARRIER FOR PROTECTION OF EXISTING AREAS TO REMAIN AS

REQUIRED. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO

ADJACENT AREAS.

REMOVE FROM SITE ALL DEMOLISHED MATERIALS, DEBRIS AND RUBBISH ON A

DAILY BASIS. DO NOT ACCUMULATE DEBRIS ON THE FLOOR OR AT THE SITE.

DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE

COMPLYING WITH ALL LOCAL HAULING AND DISPOSAL REQUIREMENTS. UPON

COMPLETION, CLEAN ALL AREAS IMPACTED BY THE DEMOLITION, INCLUDING, BUT

NOT LIMITED TO, ADJACENT OCCUPIED AREAS AND AREAS NOT WITHIN THE

SCOPE OF WORK.

REMOVAL AS DESCRIBED HEREIN SHALL BE ACCOMPLISHED WITHOUT STORING

ON THE FLOOR EXCESSIVE QUANTITIES OF ANY MATERIALS OR WASTE RESULTING

FROM THE REMOVAL OPERATIONS ON THE FLOOR.

THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR

ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ON JOBSITE. IF THE

CONTRACTOR ENCOUNTERS WHAT APPEARS TO BE HAZARDOUS MATERIALS

DURING CONSTRUCTION, HE SHALL IMMEDIATELY ISOLATE THE AFFECTED AREAS

AND FOLLOW THE PROCEDURES OUTLINED IN THE PROJECT MANUAL FOR

RESOLUTION.

CONTRACTOR TO REVIEW WITH ARCHITECT ALL ITEMS SCHEDULED TO BE

DEMOLISHED, SALVAGED AND RELOCATED. SAID ITEMS TO BE REMOVED

CAREFULLY, PROTECTED AND STORED PRIOR TO RELOCATION.

DEMO PLAN KEYED NOTES APPLY TO ITEMS TAGGED, AND REPETITIVE/TYPICAL

ITEMS & CONDITIONS WHICH MAY ONLY BE TAGGED AT ONE LOCATION AND NOT

AT EVERY OCCURRENCE.

REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS

FOR SPECIFIC DEMOLITION INFORMATION NOT INDICATED ON THESE DRAWINGS.

REPAIR ALL AREAS DAMAGED DURING DEMOLITION TO MATCH ADJACENT

CONSTRUCTION.

PREPARE ALL AREAS REMAINING AFTER DEMOLITION TO RECEIVE NEW FINISH

AND/OR CONSTRUCTION.

REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL

DEMOLITION.

PARGE ALL CMU DAMAGED DURING DEMOLITION IN AREAS TO REMAIN EXPOSED

TO MATCH ADJACENT CONSTRUCTION.

PATCH ALL HOLES IN WALLS, ROOFS, FLOOR SLABS, ETC. FROM DEMOLITION OF

EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT TO MATCH

ADJACENT CONSTRUCTION.

REMOVE ALL EXISTING BATT INSULATION, VAPOR BARRIER, DEBRIS, ETC. FROM

ENTIRE CRAWLSPACE.

GENERAL NOTES

BASE BID: POWER WASH/CLEAN EXISTING WOOD DECKING OFF OF LIVING ROOM

AND SEAL WITH WATERSEAL.

ALTERNATE BID NO. 1: INSTALL NEW 30" X 36" CRAWLSPACE ACCESS DOOR IN

LAUNDRY ROOM, DEMOLISH EXISTING WOOD DECKING AND ASSOCIATED

FOUNDATION, BACKFILL, AND INSTALL CONCRETE PORCH SLAB ON GRADE.

ALTERNATE BID NOTES

c by ZMM LLC

CHECKED

DATE

COMM. NO.

DRAWN

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

ARCHITECTS

ENGINEERS

C :\U se rs

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R C

H R

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2024116

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DEMOLITION

ELEVATIONS

R en ov at io ns to th e

R G

T M

R 'S

C O

G E

W es t V irg in ia

A rm y N at io na l G ua rd

Ki ng w oo d, W es t V irg in ia

C O

R U

O N

D O

C U

KNB

NHS

1/4" = 1'-0"1 DEMOLITION BUILDING ELEVATION

1/4" = 1'-0"2 DEMOLITION BUILDING ELEVATION

1/4" = 1'-0"3 DEMOLITION BUILDING ELEVATION

1/4" = 1'-0"4 DEMOLITION BUILDING ELEVATION

1 REMOVE PORTION OF EXISTING WALL AS REQUIRED TO ACCOMMODATE NEW

OPENING

2 REMOVE EXISTING DOOR, FRAME, TRIM, CASING, AND HARDWARE

3 REMOVE EXISTING WINDOW, CURTAINS, BLINDS, TRIM, AND CASING

4 REMOVE EXISTING CONCRETE STOOP/SIDEWALK

5 EXISTING WOOD SIDING TO REMAIN. REMOVE ALL EXISTING GREEN WOOD TRIM

AT PERIMETER, CORNERS, OPENINGS, ETC. REMOVE ANY DAMAGED SIDING

AND REPLACE WITH EXTERIOR GRADE PLYWOOD SHEATHING OF MATCHING

THICKNESS

6 EXISTING BRICK VENEER TO REMAIN.

7 REMOVE EXISTING DOWNSPOUT

8 REMOVE EXISTING PLUMBING FIXTURES AND ALL ACCESSORIES THROUGHOUT

ENTIRE SPACE

9 REMOVE 4' X 8'+/- SECTION OF DOUBLE-LAYER PLYWOOD WHERE WATER

DAMAGED, INCLUDING BATT INSULATION IN SAME AREA OF CRAWLSPACE

BELOW. VERIFY ACTUAL THICKNESS, AREA AND LOCATION IN FIELD

10 REMOVE EXISTING PARTITION TO EXTENT SHOWN

11 REMOVE ALL EXISTING FLOORING AND WALL BASE THROUGHOUT ENTIRE

SPACE

12 REMOVE EXISTING BUILT-IN CASEWORK, COUNTERTOP, APPLIANCES, SINK AND

ALL ASSOCIATED ITEMS.

13 REMOVE EXISTING PLUMBING FIXTURE

14 REMOVE EXISTING GYPSUM WALLBOARD CEILING

15 EXISTING ALUMINUM SOFFIT SYSTEM TO REMAIN.

16 EXISTING GYPSUM WALLBOARD CEILING TO REMAIN.

17 EXISTING SLOPING WOOD CEILING TO REMAIN.

18 EXISTING ATTIC ACCESS PANEL TO REMAIN.

19 REMOVE EXISTING PIPE SLEEVE FROM FORMER VENT.

20 REMOVE EXISTING ARTIFICIAL HEARTH.

21 REMOVE WALL-MOUNTED WOOD RAILS.

22 REMOVE DEDICATION PLAQUE, PROTECT AND SAVE FOR RELOCATION.

23 REMOVE EXISTING GUTTER

24 REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

ADDITIONAL DEMOLITION NOTES

25 EXISTING ROOFING TO REMAIN

26 REMOVE LOUVER BEHIND MECHANICAL EQUIPMENT

27 REMOVE EXISTING GYPSUM WALLBOARD CEILING AS REQUIRED TO INSTALL

NEW PARTITION

28 REMOVE WOOD DECKING AND ASSOCIATED SUPPORTS - REMOVE CMU

FOUNDATION WALL DOWN TO EXISTING FOOTING - TEMPORARILY SUPPORT

ROOF FRAMING AND COLUMN IN THIS LOCATION UNTIL NEW FOUNDATION IS

COMPLETE - ALTERNATE BID

29 REMOVE ALL WALL AND FLOOR TILE THROUGHOUT ENTIRE SPACE - REMOVE

ASSOCIATED TILE BACKER BOARD

KEYED NOTES

N S

N O

N D

CONTRACTOR TO COORDINATE DIMENSIONS SHOWN WITH OTHER ENLARGED

PLANS.

ALL WINDOWS SHALL RECEIVE WINDOW BLINDS AS SPECIFIED.

ALL NEW INTERIOR PARTITIONS ARE TO BE PARTITION TYPE 2 UNLESS NOTED

OTHERWISE.

REFER TO WALL SECTIONS FOR ADDITIONAL WORK IN THE CRAWLSPACE.

GENERAL NOTES

BEDROOM

BATHROOM

116A

BATHROOM

117A

BEDROOM

FURN.

HALL

BATHROOM

114A

CLOSET

114B

CLOSET

113B

BATHROOM

113A

CLOSET

116B

CLOSET

117B

BEDROOM

CLOSET

110B

CLOSET

111B

BATHROOM

111A BATHROOM

110A

MECHANICAL

HALL

TOILET

LAUNDRY

UTILITY

ADA

BEDROOM

CLOSET

108B

KITCHEN

DINING

LIVING

116B

111B

117A

117B

114A

114B 113B

113A

108A

110111

110A111A

110B

9 9

8 8

BATHROOM

108A

A410

5' - 4" 3' - 6"3' - 6" 5' - 4"

5' - 4" 3' - 6"

TYP.

A310

- 0

- 3

- 0

- 3

- 0

- 3

- 0

- 3

3' - 6" 5' - 4"

A A

5' - 4" 3' - 6"

3' - 6" 5' - 4" 6' - 6" 5' - 4"

A A

EQUAL4' - 0"EQUAL

DDDDD

108B

5' - 0"

7 7

- 0

- 6

A310

A410

BASE BID: POWER WASH/CLEAN EXISTING WOOD DECKING OFF OF LIVING ROOM

AND SEAL WITH WATERSEAL.

ALTERNATE BID NO. 1: INSTALL NEW 30" X 36" CRAWLSPACE ACCESS DOOR IN

LAUNDRY ROOM, DEMOLISH EXISTING WOOD DECKING AND ASSOCIATED

FOUNDATION, BACKFILL, AND INSTALL CONCRETE PORCH SLAB ON GRADE.

ALTERNATE BID NOTES

PARTITION TO RESIST THE PASSAGE OF SMOKE

PARTITION TYPE TAG

A EXTERIOR WINDOW TAG

KEYED NOTE

1 INTERIOR WINDOW TAG

WORKING POINT

LEGEND

1 HOUR FIRE RATED WALL ASSEMBLY

DOOR TAG

A01 c by ZMM LLC

CHECKED

DATE

COMM. NO.

DRAWN

222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com

ARCHITECTS

ENGINEERS

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2024116

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FLOOR PLAN

R en ov at io ns to th e

R G

T M

R 'S

C O

G E

W es t V irg in ia

A rm y N at io na l G ua rd

Ki ng w oo d, W es t V irg in ia

C O

R U

O N

D O

C U

KNB

NHS

1/4" = 1'-0"1 NEW WORK FLOOR PLAN

1 TWO LAYER 5/8" PLYWOOD SUBFLOOR. FIELD VERIFY AND MATCH EXISTING

THICKNESS

2 NEW ADHERED STONE VENEER OVER MIN. R-7.5 NAILABLE INSULATION

OVER FLUID APPLIED AIR BARRIER OVER EXISTING WOOD SIDING

3 NEW 4" THICK CONCRETE SIDEWALK

4 NEW ADHERED STONE VENEER OVER EXISTING BRICK.

5 NEW FIBER CEMENT SIDING SYSTEM OVER MIN. R-7.5 NAILABLE INSULATION

OVER FLUID APPLIED AIR BARRIER OVER EXISTING WOOD SIDING

6 NEW GAS FIREPLACE IN WOOD FRAMED 2X4 ENCLOSURE - VENT THROUGH

EXISTING ROOF PER MANUFACTURER'S RECOMMENDATIONS - COORDINATE

ENCLOSURE DIMENSIONS WITH FIREPLACE MANUFACTURER.

7 INFILL OPENING IN WALL WITH WOOD FRAMED PARTITION TO MATCH

EXISTING CONSTRUCTION

8 2-ROWS 12" DEEP VINYL- COATED WIRE CLOSET SHELVING

9 5-ROWS 12" DEEP PLASTIC LAMINATE SHELVING ON ADJUSTABLE

STANDARDS.

10 PAINT EXISTING ELECTRIC METER BOX, CONDUIT, GAS PIPING AND

DISCONNECT IN THIS AREA TO MATCH ADJACENT SIDING.

11 POWER WASH EXISTING CONCRETE PORCH & SIDEWALK.

12 30" x 36" FLOOR ACCESS DOOR (ALTERNATE BID) - COORDINATE EXACT

LOCATION IN FIELD WITH STRUCTURE BELOW - MODIFY EXISTING FLOOR

FRAMING AS REQUIRED TO INSTALL NEW OPENING - INSTALL SCHEDULED

FLOORING ON DOOR PANEL

13 NEW ALUMINUM DOWNSPOUT AND PRECAST CONCRETE SPLASH BLOCK -

MATCH EXISTING DOWNSPOUT SIZING

14 COORDINATE EXACT LOCATION OF NEW PARTITION WITH SIZE OF NEW

MECHANICAL EQUIPMENT

KEYED NOTES

N S

N O

N D

ROOM FINISH SCHEDULE

ROOM # ROOM NAME FLOOR BASE WALLS CEILING REMARKS

101 KITCHEN LVT-1 WD TRIM - PTD PT-1 GWB - PT-4

102 DINING LVT-1 WD TRIM - PTD PT-1 EXISTING WOOD

103 LIVING LVT-1 WD TRIM - PTD PT-1, PT-3 EXISTING WOOD

104 UTILITY LVT-1 WD TRIM - PTD PT-1 GWB - PT-4

105 LAUNDRY LVT-1 WD TRIM - PTD PT-1 GWB - PT-4

106 HALL LVT-1 WD TRIM - PTD PT-1 GWB - PT-4

107 TOILET T-1 TB-1 WT-1 GWB - PT-4

108 ADA BEDROOM CPT-1 WD TRIM - PTD PT-1, PT-3 GWB - PT-4

108A BATHROOM T-1 TB-1 WT-1 GWB - PT-4

108B CLOSET CPT-1 WD TRIM - PTD PT-1 GWB - PT-4

109 MECHANICAL LVT-1 WD TRIM - PTD PT-1 GWB - PT-4

109 BATHROOM T-1 TB-1 WT-1 GWB - PT-4

110 BEDROOM CPT-1 WD TRIM - PTD PT-1, PT-3 GWB - PT-4

110A BATHROOM T-1 TB-1 WT-1 GWB - PT-4

110B CLOSET CPT-1 WD TRIM - PTD PT-1 GWB - PT-4

111 BEDROOM CPT-1 WD TRIM - PTD PT-1, PT-3 GWB - PT-4

111A BATHROOM T-1 TB-1 WT-1 GWB - PT-4

111B CLOSET CPT-1 WD TRIM - PTD PT-1 GWB - PT-4

112 HALL LVT-1 WD TRIM - PTD PT-1 GWB - PT-4

113 BEDROOM CPT-1 WD TRIM - PTD PT-1, PT-3 GWB - PT-4

113A BATHROOM T-1 TB-1 WT-1 GWB - PT-4

113B CLOSET CPT-1 WD TRIM - PTD PT-1 GWB - PT-4

114 BEDROOM CPT-1 WD TRIM - PTD PT-1, PT-3 GWB - PT-4

114A BATHROOM T-1 TB-1 WT-1 GWB - PT-4

114B CLOSET CPT-1 WD TRIM - PTD PT-1 GWB - PT-4

115 FURN. LVT-1 WD TRIM - PTD PT-1 GWB - PT-4

116 BEDROOM CPT-1 WD TRIM - PTD PT-1, PT-3 GWB - PT-4

116A BATHROOM T-1 TB-1 WT-1 GWB - PT-4

116B CLOSET CPT-1 WD TRIM - PTD PT-1 GWB - PT-4

117 BEDROOM CPT-1 WD TRIM - PTD PT-1, PT-3 GWB - PT-4

117A BATHROOM T-1 TB-1 WT-1 GWB - PT-4

117B CLOSET CPT-1 WD TRIM - PTD PT-1 GWB - PT-4

INTERIOR FINISH LEGEND

CODE TYPE MANUFACTURER STYLE NUMBER / COLOR ADDITIONAL INFO

CPT-1 CARPET TILE SHAW CONTRACT WEFT TILE - COLOR TBD

LVT-1 LUXURY VINYL TILE SHAW CONTRACT BRANCHING OUT (5.0 MM) - COLOR TBD

PT-1 PAINT - FIELD SHERWIN WILLIAMS COLOR TBD

PT-2 PAINT - DOOR/TRIM SHERWIN WILLIAMS COLOR TBD

PT-3 PAINT - ACCENT SHERWIN WILLIAMS COLOR TBD

PT-4 PAINT - CEILING SHERWIN WILLIAMS COLOR TBD

SS-1 SOLID…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 7, 2026.