AIRPORT PLANNING / DEVELOPMENT

ARCHITECTURE / INTERIOR DESIGN

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

GENERAL STRUCTURAL NOTES

1. THESE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ALL OTHER DRAWINGS, SPECIFICATIONS & CONTRACT DOCUMENTS.

2. THE DESIGN, CONSTRUCTION, QUALITY CONTROL AND SAFETY OF ALL WORK PERFORMED ON THE PROJECT SHALL CONFORM TO THE REFERENCED CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS REFERENCED WITH THE LATEST EDITIONS SHALL APPLY UNLESS NOTED.

3. BUILDING CODE - INTERNATIONAL BUILDING CODE - 2018

4. COUNTY/STATE SUMMERS / WEST VIRGINIA

5. RISK CATEGORY II

6. DESIGN LIVE LOADS

ROOF SNOW LOAD 25 PSF

RAILINGS 200 LB CONCENTRATED LOAD, ANY DIRECTION OR

50 LB/LF, ANY DIRECTION, WHICHEVER IS MINIMUM

7. LATERAL LOADS - WIND

BASIC WIND SPEED 115 MPH

EXPOSURE CATEGORY C

8. LATERAL LOADS - SEISMIC

MAPPED SHORT PERIOD SPECTRAL RESPONSE ACCELERATION SS 0.229g MAPPED 1 SECOND SPECTRAL RESPONSE ACCELERATION S1 0.070g

DESIGN SHORT PERIOD SPECTRAL RESPONSE ACCELERATION SDS 0.245

DESIGN 1 SECOND SPECTRAL RESPONSE ACCELERATION SD1 0.112

SEISMIC IMPORTANCE FACTOR Ie 1.0

SOIL SITE CLASS D (ASSUMED)

SEISMIC DESIGN CATEGORY B

9. ALL CONTRACTOR PROPOSED STRUCTURAL SUBSTITUTIONS, INCLUDING CONCRETE ADDITIVES, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND

APPROVAL PRIOR TO ANY PERTINENT WORK AND PRIOR TO THE AWARD OF A SUBCONTRACTOR.

10. SHOP DRAWINGS, TEST REPORTS, AND CERTIFICATIONS ARE REQUIRED FOR THE FOLLOWING STRUCTURAL ITEMS:

A. REINFORCING STEEL SHOP DRAWINGS

B. CONCRETE MIX DESIGNS

C. CONCRETE CYLINDER TESTS

12. CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEANS TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY OF ALL CONSTRUCTION AT ALL STAGES.

13. IMPLEMENTING JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

14. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DETAILS AND SPECIFICATIONS, THE MOST RIGID REQUIREMENTS SHALL GOVERN.

GENERAL FOUNDATION/GEOTECHNICAL NOTES

1. THE SOIL BEARING VALUE IS ASSUMED TO BE 2000 PSF, (NO BORINGS).

2. AFTER PERFORMING THE INITIAL SITE PREPARATION ACTIVITIES, THE EXPOSED SOILS WITHIN THE LIMITS OF THE PROPOSED STRUCTURE AND PAVEMENT AREAS SHALL BE PROOFROLLED IN THE PRESENCE OF A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER.

3. VERIFY LOCATIONS OF COLUMNS, UNDERGROUND UTILITIES, ETC., WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS PRIOR TO

PLACEMENT OF FOUNDATIONS.

4. UNLESS DETERMINED OTHERWISE BY GEOTECHNICAL EVALUATION, FILL MATERIAL FOR SLAB AND FOOTING AREAS SHALL BE PLACED IN LAYERS NOT EXCEEDING 8 INCHES (UNCOMPACTED THICKNESS) AND COMPACTED TO 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. CRUSHED STONE BACKFILL SHALL BE COMPACTED WITH HAND EQUIPMENT TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO BRACE FOUNDATION WALLS WHEN BACK FILLING AND WHEN THERE IS A POSSIBILITY OF

DAMAGE BY EXCESS WATER.

6. COMPACTION OF BACKFILL WITHIN 2 FEET OF FOUNDATION WALLS SHALL BE ACCOMPLISHED WITH HAND EQUIPMENT. WHERE FILL IS REQUIRED ON BOTH SIDES OF FOUNDATION WALL, BRING THE FILL UP EACH SIDE SIMULTANEOUSLY AND UNIFORMLY.

7. THE SURFACE AREA ADJACENT TO THE FOUNDATION WALL SHALL BE PROVIDED WITH ADEQUATE DRAINAGE AND SHALL BE GRADED SO AS TO DRAIN

SURFACE WATER AWAY FROM FOUNDATION WALLS.

8. IF FOOTING EXCAVATIONS ENCOUNTER ISOLATED AREAS OF RELATIVELY HARD ROCK AT OR ABOVE THE PLANNED FOOTING ELEVATIONS, THE ROCK SHALL BE OVER EXCAVATED TO A DEPTH OF APPROXIMATELY ONE FOOT BELOW THE FOUNDATION BEARING ELEVATION AND BACKFILLED WITH

STRUCTURAL FILL.

9. FOUNDATIONS SHALL NOT BE PLACED ON MUD OR MUCK, SOFT OR LOOSE SOIL, IN STANDING WATER OR ON FROZEN GROUND.

CAST-IN-PLACE CONCRETE

1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES

AND STANDARDS:

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-14", AMERICAN CONCRETE INSTITUTE

"ACI MANUAL OF CONCRETE PRACTICE - PARTS 1 THROUGH 5", LATEST EDITION

"MANUAL OF STANDARD PRACTICE", CONCRETE REINFORCING STEEL INSTITUTE

ACI 305 AND ACI 306 FOR HOT AND COLD WEATHER CONCRETE CONSTRUCTION

ACI 347 FOR SHORING AND RESHORING OF CONCRETE STRUCTURES

2. CONTRACTOR SHALL PROVIDE MATERIALS WHICH COMPLY WITH THE FOLLOWING ASTM REQUIREMENTS, AS REQD.:

CEMENT ASTM C150: TYPE I/II

AGGREGATES ASTM C33

FLY ASH ASTM C618

PLAIN REINFORCING BARS ASTM A615, GRADE 60

WELDED WIRE FABRIC ASTM A1064

AIR-ENTRAINING ADMIXTURE: ASTM C260

3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, U.N.O. ON THE

CONSTRUCTION DRAWINGS:

APPLICATION COVER

- CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

- CONCRETE EXPOSED TO WEATHER (U.N.O.):

#6 THROUGH #18 BARS: 2"

#5 BAR, W31 OR D31 WIRE AND SMALLER: 1-1/2"

- CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

SLABS, WALLS, AND JOISTS:

#14 AND #18 BARS: 1-1/2"

#11 BAR AND SMALLER: 3/4"

4. CONCRETE MIXES SHALL BE AS FOLLOWS:

APPLICATION COMP. STRENGTH, AIR, W/C

- CONCRETE USED FOR FOUNDATION CONSTRUCTION (STRIP/SPREAD

FOOTINGS, FOUNDATION WALLS ETC.), OR CONCRETE 4,500 PSI, 6%, 0.45

EXPOSED TO CYCLES OF FREEZE THAW (SIDEWALKS, EXTERIOR SLAB

ON GRADE ETC.):

5. SHOP DRAWINGS SHOWING THE SIZE, LENGTH, QUANTITY, LOCATION AND MARK OF ALL REINFORCING BARS, SUPPORTS AND

ACCESSORIES SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION.

6. MIX DESIGNS AND ADMIXTURE PRODUCT DATA SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING CONCRETE.

7. THE TYPICAL DETAILS, PLANS, AND SECTIONS ON THESE DRAWINGS CONTAIN ADDITIONAL GENERAL CONCRETE

CONSTRUCTION NOTES AND INFORMATION.

8. ALL CONCRETE SHALL BE REINFORCED UNLESS NOTED OTHERWISE.

9. REINFORCING STEEL SHALL BE CLEAN OF ALL DIRT AND OILS PRIOR TO CONCRETE POUR UNLESS SPECIFIED OTHERWISE.

10. SUPPORTS TO ADEQUATELY POSITION REINFORCING BARS DURING CONSTRUCTION SHALL BE INSTALLED.

11. FOUNDATION DOWELS OF THE SAME SIZE AND SPACING AS VERTICAL STEEL SHALL BE INSTALLED FOR ALL WALLS, PIERS, AND COLUMNS.

12. ALL REINFORCING AT WALL AND FOOTING CORNERS AND INTERSECTIONS SHALL BE CONTINUOUS BY THE USE OF BENT

BARS OR CORNER BARS UNLESS INDICATED OTHERWISE.

13. CONSTRUCTION JOINTS SHALL BE POSITIONED SO AS NOT TO ADVERSELY AFFECT THE STRUCTURAL PERFORMANCE.

CONSTRUCTION JOINT LOCATIONS NOT INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE

STRUCTURAL ENGINEER.

14. PIPE SLEEVES AND INSERTS SHALL BE INSTALLED IN CONCRETE WORK AT ALL PENETRATIONS. PENETRATIONS OF BEAMS, JOISTS, COLUMNS OR STRUCTURAL SLABS NOT INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE

STRUCTURAL ENGINEER.

15. ONLY WELDABLE REINFORCING BARS MAY BE WELDED.

16. ADMIXTURES CONTAINING CHLORIDE OR OTHER CORROSIVE CHEMICALS SHALL NOT BE USED IN CONCRETE.

17. AGGREGATES SHALL BE FREE OF DELETERIOUS OR NON-DURABLE MATERIALS SUCH AS CHERTS.

18. REINFORCING SHALL BE ADEQUATELY TIED AND SUPPORTED TO HOLD IT IN THE CORRECT POSITION DURING

CONSTRUCTION AND THE PLACEMENT OF CONCRETE.

19. CONCRETE SHALL BE CONSOLIDATED ADEQUATELY DURING PLACEMENT BY MECHANICAL VIBRATION IN ACCORDANCE WITH

PUBLISHED PRACTICES.

20. PLASTIC CHAIRS SHALL BE USED IN ALL CONCRETE THAT WILL BE EXPOSED TO VIEW IN THE COMPLETED STRUCTURE.

21. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED MINIMUM 3 4", OR AS INDICATED ON THE ARCHITECTURAL/CIVIL

DRAWINGS.

22. FILL POCKETS AROUND CONNECTIONS WITH CONCRETE FLUSH AND SMOOTH UNLESS INDICATED OTHERWISE.

23. FORMED SURFACES SHALL HAVE A SMOOTH-FORM FINISH WHERE EXPOSED TO VIEW AND A ROUGH-FORM FINISH WHERE

NOT EXPOSED TO VIEW UNLESS INDICATED OTHERWISE.

24. UNFORMED SURFACES SHALL HAVE A TROWEL FINISH WHERE EXPOSED TO VIEW AND A FLOAT FINISH WHERE NOT EXPOSED

TO VIEW U.N.O. EXCEPT THAT STAIRS AND EXTERIOR WALKING SURFACES SHALL HAVE A BROOM FINISH U.N.O.

25. SLABS-ON-GRADE SHALL BE PLACED ON A VAPOR BARRIER OVER 4" MINIMUM OF WELL GRADED CRUSHED STONE OVER

COMPACTED SUBGRADE, U.N.O.

26. ALL COLD JOINTS SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 14" AND A CONCRETE BONDING AGENT SHALL BE APPLIED

PRIOR TO THE PLACEMENT OF FRESH CONCRETE.

27. IN SLABS-ON-GRADE, LAP WELDED WIRE FABRIC TWO FULL MESH PANELS AND WIRE TOGETHER.

28. SPLICE LAP LENGTHS FOR REINFORCING SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, U.N.O. ON THE PLANS:

BAR SIZE LAP LENGTH

#3 24" #4 36" #5 48"

#6-#8 60"

29. PROVIDE ISOLATION JOINTS IN SLABS AS FOLLOWS:

A. BETWEEN SLABS-ON-GRADE AND FOUNDATION WALLS

B. BETWEEN SLABS AND INSERTS SUCH AS PIPES

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND SCHEDULE THE SPECIAL INSPECTOR'S INSPECTIONS AND TESTING FOR THE WORK NOTED BELOW. THE FOLLOWING INFORMATION IS PROVIDED FOR THE CONTRACTOR'S INFORMATION AND COORDINATION

PURPOSES.

2. SPECIAL INSPECTIONS SHALL BE PERFORMED FOR THE FOLLOWING WORK AS REQUIRED IN THE 2018 INTERNATIONAL BUILDING CODE:

2.1. CONCRETE CONSTRUCTION IN ACCORDANCE WITH SECTION 1705.3

2.2. SOILS CONSTRUCTION IN ACCORDANCE WITH SECTION 1705.6

3. THE TYPE AND EXTENT OF EACH TEST AND INSPECTION REQUIRED FOR EACH TYPE OF WORK SHALL BE AS INDICATED IN THE BUILDING CODE

AND THE REFERENCES INCORPORATED THEREIN.

4. SPECIAL INSPECTION SERVICES SHALL BE CONTRACTED AND PAID FOR BY THE CONTRACTOR.

5. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL INSPECTOR FOR CONFORMANCE WITH THE APPROVED

DRAWINGS AND SPECIFICATIONS. INSPECTION REPORTS INDICATING THE RESULTS OF SPECIAL INSPECTIONS SHALL BE PROMPTLY

SUBMITTED DIRECTLY TO THE ARCHITECT, THE STRUCTURAL ENGINEER AND THE CONTRACTOR.

6. ALL SPECIAL INSPECTIONS INDICATING NON-CONFORMING WORK SHALL BE REPORTED IMMEDIATELY AND DIRECTLY TO THE ARCHITECT, THE STRUCTURAL ENGINEER AND THE CONTRACTOR. IMPENDING CONSTRUCTION WORK THAT WOULD IMPEDE ECONOMICAL CORRECTION OF

NON-CONFORMING WORK SHALL NOT PROCEED WITHOUT WRITTEN APPROVAL.

7. A FINAL REPORT DOCUMENTING COMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY NON-CONFORMING WORK NOTED IN THE INSPECTIONS SHALL BE SUBMITTED DIRECTLY TO THE ARCHITECT, THE STRUCTURAL ENGINEER AND THE CONTRACTOR BY THE SPECIAL INSPECTOR AT THE COMPLETION OF THE PROJECT. FINAL REPORT SHALL IDENTIFY ALL NON-CONFORMING WORK AND DISCUSS

REMEDIATION THAT OCCURRED.

8. SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED INSPECTION AND TESTING AGENCY APPROVED BY THE BUILDING OFFICIAL, THE ARCHITECT, AND THE STRUCTURAL ENGINEER.

SPECIAL INSPECTIONS

C. SURFACES TO BE FIELD WELDED.

B. MEMBERS RECEIVING SPRAY FIREPROOFING.

5. ONE SHOP COAT OF PAINT SHALL BE APPLIED TO ALL STRUCTURAL MEMBERS EXCEPT:

A. MEMBERS ENCASED IN CONCRETE.

4. CUTTING OR BURNING OF STRUCTURAL STEEL IN THE FIELD IS NOT ALLOWED, UNLESS BY WRITTEN APPROVAL BY ENGINEER.

OR DEVIATIONS AND RECEIVE WRITTEN APPROVAL BEFORE ANY FIELD CORRECTIONS ARE MADE.

3. THE GENERAL CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY FABRICATION OR ERECTION ERRORS

WITH UNMARKED NUTS AND BOLTS WILL BE REJECTED. ALL BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.

AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED BY AISC SPECIFICATIONS. ALL CONNECTIONS MADE

2. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR WELDS. ALL BOLTS

"STRUCTURAL WELDING CODE ANSI/AWS D1.1/D1.1M", AMERICAN WELDING SOCIETY.

"DETAILING FOR STEEL CONSTRUCTION" AISC 326, AMERICAN INSTITUTE OF STEEL CONSTRUCTION, LATEST ADDITION.

SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, AND AISC CODE OF INSTITUTE OF STEEL CONSTRUCTION (INCLUDING SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, STEEL CONSTRUCTION MANUAL - AISC FIFTEENTH EDITION, 2017, AMERICAN

1. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES

STRUCTURAL STEEL

D. GALVANIZED SURFACES.

WELDING ELECTRODES

THREADED ROD

ANCHOR RODS

HIGH-STRENGTH BOLTS

STRUCTURAL PIPE

STANDARD PRACTICE).

PLATES & OTHER SHAPES

AND STANDARDS:

AWS A5.1 OR A5.5 E70XX

ASTM A36

ASTM F1554

ASTM A325-N

ASTM A53, GRADE B, Fy=35 KSI OR ASTM A501, Fy=36 KSI

ASTM A36

6. CONTRACTOR AND ERECTOR ARE RESPONSIBLE FOR COMPLYING WITH ALL OSHA REGULATIONS.

7. ALL EXTERIOR RAILINGS SHALL BE HOT-DIP GALVANIZED.

G C

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D N R B a th h o u se s\ W o rk in g

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P M rk e n n e d y

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STRUCTURAL NOTES

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HINTON, WEST VIRGINIA

SCALE: 1/2"=1'-0" 0 2' 4'1'1 PARK HEADQUARTERS TOILET ROOM - PLUMBING PLAN

L-1

6 2

AIRPORT PLANNING / DEVELOPMENT

ARCHITECTURE / INTERIOR DESIGN

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

GENERAL NOTES:

KEYNOTES:

1. SEE SHEET M-00-001 AND M-00-002 FOR PLUMBING LEGEND AND ADDITIONAL

GENERAL NOTES.

2. DO NOT INSTALL ANY PLUMBING PIPE OVER ANY ELECTRICAL PANELS.

3. SLOPE ALL PIPE TO DRAIN FOR WINTERIZATION. REFER TO RISER DIAGRAMS.

4. ALL EXISTING PLUMBING TO REMAIN AND/OR BE MODIFIED AS NOTED. SEE

ARCHITECTURAL PLAN.

1. REMOVE EXISTING LAVATORY AND PROVIDE NEW FIXTURE AS SHOWN.

2. PROVIDE ZURN DJR-40 AIR ADMITTANCE DEVICE. INSTALL WASTE, TRAP AND AIR

ADMITTANCE DEVICE TO COMPLY WITH ADA ACCESSIBILITY REQUIREMENTS.

3. CONNECT TO EXISTING WASTE AND DOMESTIC WATER PIPES.

4. EXISTING LAVATORY TO REMAIN.

5. EXISTING WATER CLOSET TO REMAIN.

6. EXISTING URINAL TO REMAIN.

1 1/4"

L-12"

2.

1.

NOTES:

3.

TYPICAL UNFINISHED WALL TYPICAL FINISHED WALL

SCH 40 GALV STEEL SLEEVE

SECURED TO PARTITION.

PIPE - WITH OR WITHOUT

INSULATION.

CAULK AND SEAL ANNULAR SPACE

BETWEEN PIPE AND SLEEVE.

TYPICAL FOR NON-INSULATED PIPE AND CONDUIT.

ALL CAULKING AND SEALANT SHALL BE FIRE RATED

(SEE SPECIFICATIONS).

WHERE PIPING IS EXPOSED AT FINISHED FLOOR, FLUSH

MOUNT SLEEVE AND PROVIDE ESCUTCHEON PLATE.

NOT TO SCALE3

PIPE PENETRATION THRU

INTERIOR WALL DETAIL

2.

1.

NOTES:

3.

SCH 40 PVC SLEEVE

SECURED IN FORM PRIOR

TO CONCRETE POUR.

PLUMBING PIPECAULK AND SEAL ANNULAR SPACE

BETWEEN PIPE AND SLEEVE.

TYPICAL FOR SANITARY AND WATER PIPING.

ALL CAULKING AND SEALANT SHALL BE WATER

TIGHT (SEE SPECIFICATIONS).

WHERE PIPING IS EXPOSED AT FINISHED FLOOR, FLUSH

MOUNT SLEEVE AND PROVIDE ESCUTCHEON PLATE.

NOT TO SCALE4

PIPE PENETRATION THRU CONCRETE

WALL AND FLOOR DETAIL

NOT TO SCALE2 PLUMBING RISER DIAGRAM

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PARK HEADQUARTERS

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TOILET ROOM

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PARKS AND RECREATION

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BLUESTONE STATE PARK

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WV DIVISION OF NATURAL RESOURCES

SCALE: 1/2"=1'-0" 0 2' 4'1'1 PARK HEADQUARTERS TOILET ROOM - ELECTRICAL DEMOLITION PLAN

2 2

GENERAL NOTES:

A. ALL DEMOLITION WORK SHALL BE COORDINATED

WITH ALL OTHER WORK AND EXISTING CONDITIONS

TO ASSURE PROPER REMOVAL OF EXISTING

ELECTRICAL WORK.

B. EXISTING CONDUIT MAY BE REUSED, WHERE

POSSIBLE. REMOVE AND PROPERLY DISPOSE OF ALL

CONDUIT NOT REUSED.

SHEET KEYNOTES:

1. CONTRACTOR SHALL REMOVE AND PROPERLY

DISPOSE OF THE LUMINAIRE WITHIN THIS ROOM. IN

ADDITION, REMOVE AND PROPERLY DISPOSE OF THE

EXISTING CONDUCTORS BACK TO THE EXISTING

PANELBOARD.

2. CONTRACTOR SHALL REMOVE AND PROPERLY

DISPOSE OF THE LIGHTING CONTROLS WITHIN THIS

ROOM. IN ADDITION, REMOVE AND PROPERLY

DISPOSE OF THE EXISTING BACKBOX AND CONDUIT.

AIRPORT PLANNING / DEVELOPMENT

ARCHITECTURE / INTERIOR DESIGN

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

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ED-100

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PARK HEADQUARTERS

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TOILET ROOM

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PARKS AND RECREATION

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BLUESTONE STATE PARK

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CONDUIT RUN UNDERGROUND OR IN CONCRETE

CONDUIT WITH END CAPPED

(6-60)

LP1-2

WIREWAY

(1) (3) (5) (3)

PHASE(S)

NEUTRAL

GROUND

OR

OR

OR

OR

CONDUIT TURNED UP

CONDUIT TURNED DOWN

CONDUIT EXPOSED OR CONCEALED

SIGNIFIES MULTIPLE CIRCUITS IN ONE CONDUIT

EXPLOSION PROOF CONDUIT SEALX

W

OR

EG

EG

EG

3/4-10 W

T 100

3-25

35/3

W 3/4-10

G

G

G

3-25

T 100

OR

XXX

RCEG

KEY INTERLOCKK

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

SPD

TS OR

CAPACITOR

GROUND

TRANSFORMER

THERMOSTATIC SWITCH

PRESSURE SWITCH

1 2

AUTOTRANSFORMER

BATTERY

GF

GROUND FAULT

PROTECTED BREAKER

THERMAL-MAGNETIC CIRCUIT

BREAKER (SINGLE POLE SHOWN)

MAGNETIC ONLY CIRCUIT

BREAKER (SINGLE POLE SHOWN)

CIRCUIT BREAKER

GENERIC

DAMPER MOTOR ACTUATOR,

SPRING RETURN

SURGE PROTECTIVE

DEVICE, TYPE 1 OR TYPE 2

LIGHTNING ARRESTOR

(CROWBAR STYLE)

RELAY CONTACT

(NORMALLY OPEN)

RELAY CONTACT

(NORMALLY CLOSED)

TERMINALS FOR WIRE

CONNECTIONS FROM

REMOTE DEVICE

DOT INDICATES

CONNECTION OF WIRES

HOMERUN TO PANEL (PANEL LP1

CIRCUIT 2 INDICATED)

CONDUIT CONCEALED IN WALL OR CEILING

TIC MARKS INDICATE NUMBER OF WIRES.

#12 IF NOT OTHERWISE SHOWN. CONDUIT

SHALL BE 3/4 " UNLESS OTHERWISE NOTED.

RECESSED LUMINAIRE WITH

EMERGENCY BATTERY BACKUP

RECESSED OR SURFACE MOUNTED

LUMINAIRE

2' x 2' RECESSED LUMINAIRE WITH

EMERGENCY BATTERY BACKUP

2' x 2' RECESSED LUMINAIRE

4' STRIP LUMINAIRE

1' x 4' SURFACE MOUNTED OR SUSPENDED

LUMINAIRE

2' x 4' RECESSED LUMINAIRE WITH

EMERGENCY BATTERY BACKUP

EXIT LIGHT WITH ARROW

2' x 4' RECESSED LUMINAIRE

DUPLEX RECEPTACLE, 125 VOLT, 2-POLE, 3 WIRE, NEMA 5-20R

GROUNDING TYPE

SPECIAL PURPOSE RECEPTACLE, NUMBER DENOTES NEMA

CONFIGURATION

QUADRUPLEX RECEPTACLE, 125 VOLT, 2-POLE, 3

WIRE, NEMA 5-20R GROUNDING TYPE

JUNCTION BOX WALL OR CLG MOUNTED FLUSH OR SURFACE AS

NOTED, 4"X4" SQUARE UNLESS OTHERWISE NOTED

MULTI-OUTLET SURFACE RACEWAY, SIZE AND NUMBER OF

RECEPTACLE AS SCHEDULED. # INDICATES CIRCUIT NUMBER

WW W

WALL SWITCH 120-277 VOLT, 20 AMP, SINGLE POLE

LIMIT SWITCH OR

TORQUE SWITCH

DOUBLE THROW SWITCH

OR TRANSFER SWITCH

MANHOLE, HANDHOLE, OR PULLBOX, SUBSCRIPT

DENOTES THE FOLLOWING:

EMH ELECTRICAL MANHOLE

CMH COMMUNICATIONS MANHOLE

EHH ELECTRICAL HANDHOLE

CHH COMMUNICATIONS HANDHOLE

EPB ELECTRICAL PULLBOX

CPB COMMUNICATIONS PULLBOX

SINGLE PHASE TRANSFORMER, POLE MOUNTED

25 KVA NOTED

PAD MOUNTED TRANSFORMER, 100 KVA

NOTED

FUSE CUTOUT WITH FUSE SIZE

AND TYPE NOTED

TRANSFORMER BANK POLE MOUNTED, SHOWN

AS THREE PHASE 25 KVA TRANSFORMERS

35/3

5M

ETM

TM

R

SV

LS

T

PC

PS

CR#

A

DM

EF

W

WH

V

FUSEOR

THERMAL OVERLOAD

PROTECTION

b

LF-X

a

LF-X

LF-X

b b

LF-X

b

LF-X

E b

LF-X

1' x 4' SURFACE MOUNTED OR

SUSPENDED LUMINAIRE WITH

EMERGENCY BATTERY BACKUP

b

LF-X

E

LF-X

LF-X

b b

LF-X

b

LF-X

E bLF-X

LF-X b b

LF-X

E b

LF-X

b

LF-X

E

OC

OC

P

OCCUPANCY SENSOR - CEILING MOUNTED

OCCUPANCY SENSOR - CEILING MOUNTED - WITH

AUTOMATIC DIMMING CONTROL PHOTOCELL

PP POWER PACK

8' STRIP LUMINAIRE

INTERIOR LIGHTING

CEILING MTD WALL MTD

INTERIOR CONDUIT & WIRE

POWER WIRING DEVICES

XXX

XXX

XXX

J

INTERIOR LIGHTING CONTROLS

EMERGENCY LUMINAIRE BATTERY

OPERATED

DISCONNECT SWITCH (ENCLOSURE TYPE, SIZE, AND

FUSING, IF REQUIRED, DESIGNATED ON DRAWINGS)

ENCLOSED CIRCUIT BREAKER (ENCLOSURE

TYPE, SIZE DESIGNATED ON DRAWINGS)

MOTOR CONTROLLER (ENCLOSURE TYPE,

SIZE DESIGNATED ON DRAWINGS)

COMBINATION STARTER/CIRCUIT BREAKER

(ENCLOSURE TYPE, SIZE DESIGNATED ON DRAWINGS)

VARIABLE FREQUENCY DRIVE (ENCLOSURE

TYPE, SIZE DESIGNATED ON DRAWINGS)

DRY TYPE TRANSFORMER - FLOOR MOUNTED

ON 4" HIGH HOUSEKEEPING PAD

EXTERIOREXISTING NEW

POLE, LENGTH AND CLASS AS INDICATED

DISCONNECT SWITCH OR

SECTIONALIZING SWITCH

XXX

OR

XXXXXX

OR

XXXXXX

XXX

OR WALLPACK EXTERIOR LUMINAIRE

WITH EMERGENCY BATTERY XXX

OR

XXX XXX

GROUND ROD, SIZE AS NOTED 3/4" X 10'

(W DENOTES INSTALLATION IN WELL)

LF-X

LF-X

LF-X

LF-X

EMERGENCY REMOTE HEAD

SUBSCRIPTS INDICATE THE FOLLOWING:

LF-X = INDICATES LUMINAIRE TYPE

E = INDICATES EMERGENCY BATTERY BACKUP

a = DENOTES SINGLE SWITCH DESIGNATION a/b = DENOTES DUAL SWITCH DESIGNATION

LF-X

LF-X

LF-X

LF-X

X

SUBSCRIPTS INDICATE THE FOLLOWING:

a = SWITCH DESIGNATION

D = DIMMER

2 = DOUBLE-POLE

3 = THREE-WAY

4 = FOUR-WAY

K = KEY-OPERATED

OC = OCCUPANCY SENSOR

P = PILOT LIGHT

T = TIMER

L = LOW-VOLTAGE

M = MOTOR RATED WITH OVERLOAD PROTECTION

IG = ISOLATED GROUND

EXP = EXPLOSION PROOF

WP = WEATHERPROOF

DR = DOOR SWITCH

X MULTIPLE WALL SWITCHES 120-277 VOLT, 20 AMP,

MTD IN A SINGLE BOX

OR OC

OC

P

OR

SUBSCRIPTS INDICATE THE FOLLOWING:

WP = WEATHERPROOF, IN-USE COVER

WR = WEATHER-RESISTANT WIRING DEVICE

GFCI = GROUND FAULT CIRCUIT INTERRUPTER

GF-BF = BLANK FACE GROUND FAULT INTERRUPTER

IG = ISOLATED GROUND

EXP = EXPLOSION PROOF

ACT = ABOVE COUNTER TOP

TR = TAMPER-RESISTANT WIRING DEVICE

AFCI = ARC FAULT CIRCUIT INTERRUPTER

SPD = SURGE PROTECTION DEVICE

SINGLE RECEPTACLE, 125 VOLT, 2-POLE, 3-WIRE, NEMA 5-20R

GROUNDING TYPE

SINGLE SPECIAL PURPOSE RECEPTACLE,

NEMA CONFIGURATION NOTED

FLOOR MOUNTED DUPLEX RECEPTACLE, 125-VOLT,

2-POLE, 3-WIRE, NEMA 5-20R GROUNDING TYPE

RANGE RECEPTACLE, 125/250 VOLT, 3-POLE, 4-WIRE,

NEMA 14-50R GROUNDING TYPE

FLOOR MOUNTED QUADRAPLEX RECEPTACLE, 125-VOLT,

2-POLE, 3-WIRE, NEMA 5-20R GROUNDING TYPE

POWER DEVICES

PP POWER PACK W/ 0-10V DIMMING OUTPUT

D

MOTOR CONNECTION (5 HP INDICATED)

PANELBOARD, SURFACE MOUNTED

PANELBOARD, RECESSED

BURIED GROUND WIRE

GROUND WIRE IN OR UNDER FLOOR SLAB

GROUND WIRE EXPOSED

GROUND CONNECTION OR EQUIPMENT BOND

ROOF CONDUCTOR

POLE MOUNTED LUMINAIRE

WALLPACK EXTERIOR LUMINAIRE

SINGLE LINE DIAGRAMS/CONTROLS

ELAPSED TIME METER

TIMER MOTOR

CONTROL RELAY

SOLENOID VALVE

CONNECTION

LIMIT SWITCH

CONNECTION

THERMOSTAT

CONNECTION

PHOTOCELL

PRESSURE SWITCH

CONNECTION

AMMETER

EXHAUST FAN MOTOR

VOLTMETER

WATTMETER

WATTHOUR METER

LINE REACTOR

M MOTOR STARTER COIL

SWITCH, NONFUSED

FUSED SWITCH

E-STOP

EMERGENCY STOP

PUSHBUTTON STATION

OR

N.O.T.C.

TIMER CONTACT -

NORMAL OPEN, TIME

CLOSE

N.C.T.O.

TIMER CONTACT -

NORMAL CLOSE, TIME

OPEN

N.O.T.O.

TIMER CONTACT -

NORMAL OPEN, TIME

OPEN

N.C.T.C.

TIMER CONTACT -

NORMAL CLOSE, TIME

CLOSE

FLOAT SWITCH

(NORMALLY CLOSED)

GENERAL NOTES:

1. THE MINIMUM STANDARD FOR ALL WORK SHALL BE THE

LATEST EDITION OF THE INTERNATIONAL BUILDING CODE

WITH IN STATE AMENDMENTS AND THE NATIONAL

ELECTRICAL CODE (NEC).

2. ALL ELECTRICAL WORK SHALL BE PERFORMED BY AN

IN-STATE LICENSED ELECTRICIAN.

3. ALL PERMITS NEEDED TO LEGALLY PERFORM THE

ELECTRICAL WORK SHALL BE OBTAINED BY THE

CONTRACTOR PRIOR TO START OF WORK. COST OF

PERMITTING IS BY THE CONTRACTOR.

4. AT COMPLETION OF THE WORK, A CERTIFICATE OF

COMPLIANCE FROM THE LOCAL AHJ OVER THE

ELECTRICAL WORK SHALL BE PROVIDED TO THE

ENGINEER AND OWNER. COST OF ELECTRICAL

INSPECTION IS BY THE CONTRACTOR.

5. ALL MATERIALS USED IN THE PROJECT GENERALLY SHALL

BE NEW AND UNUSED, UNLESS OTHERWISE NOTED ON

THE DRAWINGS. ALL NEW MATERIALS SHALL BE LISTED

AND LABELED BY UL OR OTHER ACCEPTABLE LISTING

AGENCY, WHERE A LISTING EXISTS.

6. THE CONTRACTOR SHALL VISIT THE SITE(S) PRIOR TO

BIDDING TO FAMILIARIZE THEMSELVES WITH PROJECT

REQUIREMENTS AND EXISTING CONDITIONS.

7. FIRESTOP ALL NEW CONDUIT INSTALLED THROUGH

EXISTING OR NEW FIRE RATED ASSEMBLIES.

8. SHOP DRAWINGS SHALL BE SUBMITTED ON ALL

ELECTRICAL MATERIALS AND EQUIPMENT FOR

ACCEPTANCE PRIOR TO PURCHASE BY THE

CONTRACTOR.

9. WHEN AN ITEM DEMOLISHED IS REMOVED, REMOVE ALL

CONCRETE PADS, FASTENERS, CONDUIT AND WIRING.

SCARIFY SURFACE AND RESTORE TO MATCH EXISTING

SURROUNDING SURFACE, INCLUDING PAINTING TO

MATCH.

10. ALL NEW WIRING SHALL BE ENCLOSED IN AN APPROVED

RACEWAY SYSTEM. OPEN WIRING IS PROHIBITED.

11. CIRCUIT BREAKERS USED FOR HVAC EQUIPMENT LOADS

SHALL BE HACR TYPE.

12. ENSURE DEDICATED ELECTRICAL SPACE IS PROVIDED AT

ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC

ARTICLE 110.26.

13. UP TO 3 CIRCUITS MAY BE COMBINED IN ONE CONDUIT, AS

LONG AS NEC DERATING RULES ARE FOLLOWED.

14. ALL CIRCUITS SHALL HAVE A DEDICATED NEUTRAL.

SHARED NEUTRALS AND MULTI-WIRE CIRCUITS ARE NOT

TO BE USED EXCEPT POSSIBLY TO COORDINATE WITH

SYSTEMS FURNITURE. SEE POWER PLAN.

15. 120 VOLT CIRCUITS THAT EXCEED 75 LINEAR CIRCUIT

FEET SHALL BE INCREASED TO #10 AWG AS A GENERAL

RULE. OTHER CIRCUITS WILL BE DESIGNED SPECIFICALLY

WITH VOLTAGE DROP CONSIDERED IN CONDUCTOR

SIZING.

16. COORDINATE ALL MOTOR STARTERS, FEEDERS AND

DISCONNECT SWITCHES FOR HVAC AND OTHER

UTILIZATION EQUIPMENT ACTUALLY PROVIDED IN

ACCEPTED SHOP DRAWINGS.

17. IN ORDER TO COMPLY WITH OSHA REQUIREMENTS, NO

OPERATOR DEVICE OF ANY PANEL OR DISCONNECT OR

MOTOR CONTROL SHALL BE HIGHER THAN 6'-6" AFF.

18. PROVIDE AN EXTERIOR RATED SERVICE RECEPTACLE

WITHIN 25 FEET HORIZONTALLY OF ANY EXTERIOR OR

ROOFTOP HVAC OUTDOOR UNIT (HEATING OR AIR

CONDITIONING ONLY).

19. SUPPORT ALL LUMINAIRES FROM THE STRUCTURE, NOT

FROM THE SUSPENDED CEILING GRID. ALSO ATTACH THE

LUMINAIRES TO THE GRID SYSTEM USING EARTHQUAKE

CLIPS (SIMILAR TO ERICO/CADDY FASTENERS OR

T&B/STEEL CITY).

20. DEVICE PLATES SHALL BE INSTALLED PLUMB. JUMBO OR

OVERSIZED PLATES SHALL NOT BE USED.

21. NEW RECEPTACLES SHALL BE INSTALLED WITH GROUND

PIN ORIENTATION TO MATCH EXISTING. IN NEW

CONSTRUCTION, GROUND PIN DOWN ABOVE COUNTERS

OR WORK BENCHES AND UP FOR LOW WALL MOUNTED

DEVICES.

22. AT COMPLETION OF PROJECT, ALL ELECTRICAL,

TELECOMMUNICATIONS, AND ELECTRONIC SAFETY

SYSTEMS SHALL BE FULLY OPERATIONAL.

23. INSTALL A NYLON PULLSTRING IN ALL SPARE CONDUITS,

ACCESSIBLE AT BOTH ENDS. CAP OFF SPARE CONDUITS

ON BOTH ENDS.

24. EGRESS LUMINAIRES AND EXIT SIGNS REQUIRE

UNSWITCHED LIGHTING CONDUCTOR.

25. WHERE DUPLEX RECEPTACLES ARE INDICATED

GENERALLY BACK TO BACK ON OPPOSITE SIDES OF A

PARTY WALL, THE RECEPTACLES SHALL NOT BE

INSTALLED IN THE SAME STUD SPACE, BUT SHALL BE

SEPARATED BY AT LEAST ONE STUD SPACE.

26. PROVIDE LABEL WITH ESTIMATED FAULT CURRENT AND

DATE CALCULATED ON THE MAIN SERVICE DISCONNECT

ENCLOSURE. PROVIDE COORDINATION STUDY AND ARC

FLASH STUDY, AND APPLY JOB SPECIFIC ARC FLASH

HAZARD WARNING LABELS ON ALL SWITCHBOARDS,

SWITCHGEAR, MCC'S AND PANELBOARDS.

E

AIRPORT PLANNING / DEVELOPMENT

ARCHITECTURE / INTERIOR DESIGN

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

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PARKS AND RECREATION

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BLUESTONE STATE PARK

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ADA TOILET ROOMS AND SIDEWALK

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AUGUST 2023

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WV DIVISION OF NATURAL RESOURCES

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HINTON, WEST VIRGINIA

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REVISION

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SHEET NO.

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CHECKED BY:

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DESIGNED BY:

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DRAWN BY:

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SCALE:

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SEAL

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BY

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REVISIONS

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NUMBER

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PROJECT INFORMATION

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WLM

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JPR

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JPR

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AS NOTED

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ELECTRICAL SYMBOLS

AND GENERAL NOTES

SCALE: 1/2"=1'-0" 0 2' 4'1'1 PARK HEADQUARTERS TOILET ROOM - ELECTRICAL PLAN

LF-1E LF-1E 1

GENERAL NOTES:

A. PROVIDE AN UNSWITCHED LIGHTING CONDUCTOR

TO EACH LUMINAIRE CONTAINING AN EMERGENCY

BATTERY DRIVER.

SHEET KEYNOTES:

1. PROVIDE TWO (2) #12 CONDUCTORS AND ONE (1) #12

GROUND IN 3/4" CONDUIT TO EXISTING LIGHTING

BRANCH CIRCUIT SERVING THIS AREA.

2. PATCH AND REPAIR WOOD CEILING TO MATCH

EXISTING AS REQUIRED AFTER INSTALLATION OF

THE NEW LUMINAIRE.

AIRPORT PLANNING / DEVELOPMENT

ARCHITECTURE / INTERIOR DESIGN

CIVIL ENGINEERING / SITE DEVELOPMENT

ENVIRONMENTAL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEYING

St. Albans, WV

(304) 727-5501

Buckhannon, WV

(304) 472-8914 a division of

GRW

AutoCAD SHX Text

REVISION

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SHEET NO.

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CHECKED BY:

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DESIGNED BY:

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DRAWN BY:

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DATE:

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SCALE:

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JOB NUMBER:

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SEAL

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BY

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DATE

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REVISIONS

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REVISION

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NUMBER

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PROJECT INFORMATION

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AutoCAD SHX Text Technical

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AutoCAD SHX Text www.chaptech.com

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WLM

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JPR

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JPR

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AS NOTED

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PARK HEADQUARTERS

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TOILET ROOM

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ELECTRICAL PLAN

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PARKS AND RECREATION

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BLUESTONE STATE PARK

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ADA TOILET ROOMS AND SIDEWALK

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AUGUST 2023

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WV DIVISION OF NATURAL RESOURCES