Exhibit D - Specifications and Drawings.pdf

Exhibit D - Specifications and Drawings

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A.B. ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABV ABOVE

A/C AIR CONDITIONING

AC AMORED CABLE

ACS ACCESS

ACST ACOUSTIC, ACOUSTICAL

A.C.T. ACOUSTIC CEILING TILE

ACP ASPALTIC CONCRETE PAVING

AD ACCESS DOOR

ADD. ADDITIONAL

ADJ ADJACENT

AED AUTOMATIC EXTERNAL DEFIBRILLATOR

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ALT ALTERNATE

ANCH. ANCHOR

ANG BM ANGLE BEAM

ANOD ANODIZED

AP ACCESS PANEL

APP ATACTIC PROPYLENE

APPR APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL, ARCHITECT

ASPH ASPHALT

AUTO. AUTOMATIC

AVG AVERAGE

(B) BOTTOM

B/ BOTTOM OF

B PL BASE PLATE

BAF BAFFLE

BB BASEBOARD

BD BOARD

BD FT BOARD FEET

BDG BRIDGING

BDNG BEDDING

BET BETWEEN

BF BACK FACE

BFF BELOW FINISH FLOOR

BITUM BITUMINOUS

B OR BL BUILDING LINE, BASE LINE

BKBD BACKBOARD

BKG BACKING

B/L BEARING LINE

B/L BOUNDARY LINE

B/L BRACING LINE

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BLW FL BELOW FLOOR

BM BEAM, BENCH MARK

B.N. BOUNDARY NAILING

BOT BOTTOM

BR BARE ROOT

BRG BEARING

BRK BRICK

BRLP BURLAP

BRZ BRONZE

BSMT BASEMENT

BSP BLACK STEEL PIPE

C/C, C TO C CENTER TO CENTER

C CONC CAST CONCRETE

CAB CABINET

CANT., CANTIL CANTILEVER

CANV CANVAS

CB CEMENT BASE

CBF CONCENTRICALLY BRACED FRAME

C.E. CONTINUOUS END

CEM CEMENT

CEM FIN CEMENT FINISH

CEM PLAS CEMENT PLASTER

CF CEMENT FLOOR

CG CORNER GUARD

CHKR CHECKER, CHECKERED

CH BD CHALKBOARD

CHR PL CHROME PLATED

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONTROL JOINT

C/L, ~C CENTER LINE

CLDG CLADDING

CLG CEILING

CLO CLOSET

CLR CLEAR

CLWG CLEAR WIRED GLASS

CMP CORRUGATED METAL PIPE

CMPSN COMPOSITION

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMP COMPRESSED, COMPOSITE

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACT, CONTRACTOR

CORR CORRUGATED, CORRIDOR

CP CEMENT PIPE

CPT CARPET

CRS COLD-ROLLED STEEL

CS CAST STONE

CSC CURED SEALED CONCRETE

CSN. JT. CONSTRUCTION JOINT

CSP CEMENT SEWER PIPE

CSTL CAST STEEL

CT CERAMIC TILE

CT STN CUT STONE

CTB CERAMIC TILE BASE

CTR CENTER

CU. FT. CUBIC FOOT

CU YD CUBIC YARD

CULV CULVERT

DAT DATUM

DBL DOUBLE

D.E. DECK EDGE; DISCONTINUOUS END

DEC DECIDUOUS

DEM DEMOUNTABLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DFT DRY FILM THICKNESS

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIR DIRECTION

DISP DISPENSER

DL DEAD LOAD

DMH DROP MANHOLE

DN DOWN

D.O.S. DIAMETER OF SHAFT

DOUG FIR DOUGLAS FIR

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWV DRAIN, WASTE, VENT

(E) EXISTING (CONSTRUCTION)

(E) EPOXY-COATED (REBAR)

EA EACH

EBF ECCENTRICALLY BRACED FRAME

EC EDGE OF CURB

E.E. EACH END

E.F. EACH FACE

EFC EXPOSED FINISHED CONCRETE

EIFS EXTERIOR INSULATION & FINISHING SYSTEM

EL ELEVATION

ELEC. ELECTRIC

ELEV ELEVATOR

E.T.B. ELEVATION TOP OF BEAM

E.T.F. ELEVATION TOP OF FOOTING

E.T.S. ELEVATION TOP OF SHAFT

E.T.W. ELEVATION TOP OF WALL

E.N. EDGE NAILING

ENGR ENGINEER

EOS EDGE OF SLAB

EPX EPOXY POURED FLOOR

EQ EQUAL

EQUIP EQUIPMENT

EV EVERGREEN

E.W. EACH WAY

EWC ELECTRIC WATER COOLER

EXC EXCAVATE, EXCAVATION

EXH EXHAUST

EXP EXPOSED

EXP JT EXPANSION JOINT

EXPS EXPOSED PAINTED STRUCTURE

EXIST EXISTING

EXT EXTERIOR

F TO F FACE TO FACE

FAS FASCIA

FC BRK FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR, FRONT FACE

FGL FIBERGLASS

FHYD FIRE HYDRANT

FIN FINISH

FL FLOOR

FL FIN CONC FLOAT FINISH CONCRETE

FLEX FLEXIBLE

FLG FLANGE

FLSH FLASHING

FMBD FORM BOARD

F.O., F/O FACE OF

FRT FIRE RESISTANT TREATED

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

FUR FURRED (ING)

FURN FURNISH

G GIRDER

GA GAGE, GAUGE

GALV GALVANIZE, GALVANIZED

GC GENERAL CONTRACTOR

GFE GOVERNMENT FURNISHED EQUIPMENT

GFECI GOVERNMENT FURNISHED EQUIPMENT,

CONTRACTOR INSTALLED

GFM GOVERNMENT FURNISHED MATERIAL

GFRC GLASS-FIBER REINFORCED CONCRETE

GFRG GLASS-FIBER REINFORCED GYPSUM

GFRP GLASS-FIBER REINFORCED PLASTER

GL GLASS

GL BLK GLASS BLK

GLZ GLAZING

GOVT GOVERNMENT

GR GRADE

GRND GROUND

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GUT GUTTER

GVL GRAVEL

GYP GYPSUM

GYP PLAS GYPSUM PLASTER

GWB GYPSUM WALLBOARD

HC HOLLOW CORE

HC HOLLOW CORE MASONARY UNIT

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HYD HYDRANT

IB I BEAM

I.D. INSIDE DIAMETER

I.F. INSIDE FACE

I.F.H. INSIDE FACE HORIZONTAL

I.F.V. INSIDE FACE VERTICAL

INFL INFLUENT

INN INNER

INSUL INSULATION

INV INVERT, INVERSE

IP IRON PIPE, IRON PIN

ISO. JT. ISOLATION JOINT

JBE JOIST BEARING ELEVATION

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

K THOUSAND

KIP KILO-POUND (1000 POUNDS)

LA LAMINATE

LAM GL LAMINATED GLASS

LAT LATTICE

LAV LAVATORY

LAY LAYER

LBR LUMBER

LD BEARING LOAD BEARING

LKR LOCKER

LIVE LOAD LIVE LOAD

LL GB LEAD LINED GYPSUM BOARD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

LPS LIQUID PENETRATING SEALER

LSL LONG SLOT

LT LEFT

LWC LIGHTWEIGHT CONCRETE

MAHOG MAHOGONY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

M.F. MOMENT FRAME

MTL METAL

MFR, MFGR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MK MARK

MO MASONRY OPENING

MON MONUMENT

MR RECEPTOR MOP

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MWFRS MAIN WIND FORCE RESISTING SYSTEM

MWP MEMBRANE WATERPROOFING

(N) NEW (CONSTRUCTION)

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NKL NICKEL

NLB NON LOAD BEARING

NO.,NOS NUMBER, NUMBERS

NS NEAR SIDE

NS/FS NEAR SIDE AND FAR SIDE

NTS NOT TO SCALE

O TO O OUT TO OUT

OA OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

OGL OBSCURE GLASS

O.H. OPPOSITE HAND

OPG OPENING

OPP OPPOSITE

OPQ OPAQUE

OSB ORIENTED STRAND BOARD

OVHD OVERHEAD

OVS OVERSIZE(D)

OWGL OBSCURE WIRED GLASS

PAGB PAINTED ABUSE RESISTANT GYPSUM BOARD

PAR PARAPET

PBD PARTICLE BOARD

PC, P.C. PORTLAND CEMENT, PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP PRECAST CONCRETE PANEL

PCS PAINTED CONCRETE SURFACE

PCT PORCELAIN CERAMIC TILE

PED PEDESTAL

PEG PEG BOARD

PH PHASE

PI POINT OF INTERSECTION

PIB POLYISOBUTYLENE

PIGB PAINTED IMPACT RESISTANT GYPSUM BOARD

PL PLATE

PLBG PLUMBING

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLF POUNDS PER LINEAL FOOT

~P PLATE

± PLUS/MINUS

PLYWD PLYWOOD

PMBC PLANT MIX BITUMINOUS CONCRETE

PMGB PAINTED MOISTURE RESISTANT GYPSUM BOARD

PNL PANEL

PNT PAINT

POL POLISH, POINT OF LINE

POLY POLYETHYLENE

PORC PORCELAIN

POTW POTABLE WATER

PP POLYPROPYLENE

PPGL POLISHED PLATE GLASS

PS POLYSTYRENE

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PT PRETENSIONED

PTN PARTITION

P. T. PRESSURE TREATED

PUR PURLINS

PVA POLYVINYL ACETATE

PVC POLYVINYL CHLORIDE

PVF POLYVINYL FLOURIDE

PVMT PAVEMENT

QT QUARRY TILE

Ø ROUND (DIAMETER)

R RISER

R/W RIGHT OF WAY

RAD. RADIUS

RB RUBBER BASE

RBR. RUBBER

RC REINFORCED CONCRETE

RD ROOF DRAIN, ROAD

REBAR REINFORCING STEEL BAR

RECVG. RECEIVING

REC. RECESS

REF. REFERENCE

REFL. REFLECTED

REINF. REINFORCED, REINFORCEMENT

REQD. REQUIRED

RESIL. RESILIENT

REV. REVISION

RF. ROOF

RFS RUBBER FLOORING SYSTEM

RFG. ROOFING

RFH ROOF HATCH

RL ROOF LEADER

RM. ROOM

RO ROUGH OPENING

RR ROLL ROOFING

RRB RESILIENT RUBBER BASE

RST REINFORCING STEEL

RT RIGHT

RUB RUBBER FLOORING

RVB RESILIENT VINYL BASE

RW REDWOOD

SAF SYNTHETIC ATHLETIC FLOORING

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE, SLIP-CRITICAL

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SEC SECRETARY

SECT SECTION

SF SQUARE FOOT

SFP SPRAYED FIRE PROTECTION

SFTWD SOFTWOOD

SG SILTY GRAVEL

SH SHINGLES

SHT SHEET

SHTHG SHEATHING

SHT MTL SHEET METAL (FLASHING)

SHV SHELVING

SIM SIMILAR

SM SHEET METAL

SMP SOLID MASONRY PIER

SMB SMART BOARD

SP SPACE, SPACES

SPEC SPECIFICATION

SPF SPRUCE-PINE-FIR

SPR SPRINKLER

SQ SQUARE

SQ BR SQUARE BAR

SS SANITARY SEWER, STAINLESS STEEL

SSD SURFACE DRAIN

SSL SHORT SLOT

SSM SOLID SURFACE MATERIAL

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET, SNUG-TIGHTENED

STA STATION

STD STANDARD

STL STEEL

ST GL STAINED GLASS

STL LNTL STEEL LINTEL

STL PL STEEL PLATE

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STL TR STEEL TRUSS

STNLS STAINLESS

STOR STORAGE

STS STEEL TROWELED SURFACE

STRUCT STL STRUCTURAL STEEL

STRUCT STRUCTURE, STRUCTURAL

STSTL STAINLESS STEEL

SUBSTA SUBSTATION

SUP SUPPLY

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK, SHEARWALL

SYM SYMMETRIC

SYNTH SYNTHETIC

(T) TOP

T/ TOP OF

T TREAD

T & B TOP AND BOTTOM

T & G TONGUE AND GROOVE

TBE TRUSS BEARING ELEVATION

TC TERRA COTTA

TD TRENCH DUCT

TEL TELEPHONE

TEJ TRANSVERSE EXPANSION JOINT

TEMP TEMPERATURE

T/F, T/FTG. TOP OF FOOTING

THK THICK

THRES THRESHOLD

TKBD TACKBOARD

TMPD TEMPERED

TMPD GL TEMPERED GLASS

TMPD HDBD TEMPERED HARDBOARD

TN TRUE NORTH

T O C TOP OF CONCRETE

T.O.S. TOP OF SLAB

TRTD TREATED

TS TUBE STEEL

T/S TOP OF STEEL

T/W TOP OF WALL

TYP TYPICAL

U.L. UNDERWRITERS LABORATORY

U.O.N. UNLESS OTHERWISE NOTED

UNPV RD UNPAVED ROAD

UR URINAL

U.S. URINAL SCREEN

UTIL UTILITY

VAT VINYL ASBESTOS TILE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VT VINYL TILE

VW VINYL WOOD

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W WATER MAIN

W/, w/ WITH W/O, w/o WITHOUT

WA WAINSCOT

WB WOOD BASE

WBL WOOD BLOCKING

WBS WROUGHT BRASS

WDC WOOD CLAD

WC WATER CLOSET

WD WOOD

WDPT WOOD (PRESSURE TREATED)

WDW WINDOW

WF WIDE FLANGE

WFR WOOD FRAME

WGL WIRED GLASS

WI WROUGHT IRON

WM WIRE MESH

WMP WIRE MESH PARTITION SYSTEM

WP WORKING POINT, WEATHERPROOF

WPF WATERPROOFING

WPM WATERPROOF MEMBRANE

WS WEATHER STRIP

WR WIRE ROPE

WSL WEATHER SEAL

WST WASTE

WT WINDOW TYPE

WTR WATER

WVC WOOD VENEER WALL COVERING

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

YCO YARD CLEANOUT

YD YARD DRAIN

YHYD YARD HYDRANT

A101

SIM

CONCRETE

CLAY UNIT MASONRY

CONCRETE UNIT MASONRY

WOOD FRAMING

PLYWOOD

FINISHED WOOD

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD

SOIL

CRUSHED STONE

CENTER LINE

HIDDEN LINE

VIEW TITLE

SYMBOL DESCRIPTION

A101

SIM

A101

4 2 ELEVATION MARKER

SECTION MARKER

DETAIL CALLOUT

ROOM TAG

GRID LINE MARKER

ELEVATION DATUM

SPOT ELEVATION MARK

WALL TAG

WALL REINFORCING TAG

DOOR TAG

WINDOW TAG

ROOM

NAME

View Name

SCALE: 1/8" = 1'-0"

A101

SHEET NUMBER

SHEET DETAIL NUMBER

C4

LEVEL

ELEVATION

PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING,

ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

INSTALL: UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE, ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR OPERATIONS AT PROJECT

SITE.

EXISTING TO REMAIN (OR EXISTING) (OR EX.): LEAVE EXISTING ITEMS THAT ARE NOT TO BE

REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE SALVAGED OR REINSTALLED.

REMOVE (OR DEMOLISH) (OR DEMO): DETACH ITEMS FROM EXISTING CONSTRUCTION AND

DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO

PREVENT DAMAGE, AND DELIVER TO OWNER READY FOR REUSE.

REMOVE AND REINSTALL (OR REMOVE AND REUSE): DETACH ITEMS FROM EXISTING

CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, PREPARE FOR REUSE, AND REINSTALL

WHERE INDICATED.

DISMANTLE: TO REMOVE BY DISASSEMBLING OR DETACHING AN ITEM FROM A SURFACE, USING

GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO THE ITEM AND SURFACES;

DISPOSING OF ITEMS UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

DISPOSE: REMOVAL OFF-SITE OF DEMOLITION AND CONSTRUCTION WASTE AND SUBSEQUENT

SALE, RECYCLING, REUSE, OR DEPOSIT IN LANDFILL OR INCINERATOR ACCEPTABLE TO

AUTHORITIES HAVING JURISDICTION AND IN ACCORDANCE WITH PROJECT REQUIREMENTS.

BASE BID: INCLUDES MODERNIZATION OF E1 AND E2 TO

INCLUDE THE ADDITION OF A SUMP PUMP & SUMP PIT

IN SHAFT 1 (S1) AND SHAFT 2 (S2).

ADD ALTERNATE #1 E3 MODERNIZE INCLUDING CARD READER

ADD ALTERNATE #2 E4 MODERNIZE

ADD ALTERNATE #3 E1 INTERIOR CAB FINISHES AND LED

LIGHTING

ADD ALTERNATE #4 E2 INTERIOR CAB FINISHES AND LED

LIGHTING

ADD ALTERNATE #5 E3 INTERIOR CAB FINISHES AND LED

LIGHTING

ADD ALTERNATE #6 E4 INTERIOR CAB FINISHES AND LED

LIGHTING

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE: 304-296-8216

www.thinkALPHAfirst.com

COPYRIGHT 2025 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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ABBREV & SYMBOLS

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ABBREVIATIONS SYMBOL LEGEND

DEFINITIONS

1. THIS PROJECT HAS BEEN DESIGNED IN

ACCORDANCE WITH THE 2018 INTERNATIONAL

BUILDING CODE, THE LIFE SAFETY CODE (NFPA

101-2021) AND THE STATE FIRE CODE.

2. WRITTEN SPECIFICATIONS FOR THE PROJECT ARE

PROVIDED TO ESTABLISH AND MAINTAIN A LEVEL OF

MANUFACTURE AND QUALITY. ALL SUBSTITUTION

REQUESTS MUST BE MADE IN WRITING NO LESS

THAN (10) BUSINESS DAYS PRIOR TO THE DATE OF

THE BID. ANY ACCEPTED SUBSTITUTION SHALL BE

MADE BY WRITTEN ADDENDUM FROM THE OFFICE OF

THE ARCHITECT PRIOR TO THE BID DATE.

3. 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. THE DESIGN FIRM(S) SHALL NOT BE

RESPONSIBLE FOR THE NEGLIGENCE OF THE

CONTRACTOR(S), SUB-CONTRACTOR(S) OR ANY

OTHER PERSON(S) INVOLVED IN THE WORK, OR IN

THE FAILURE OF SAID PERSON(S) TO CARRY OUT

THE WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

4. WRITTEN SPECIFICATIONS SHALL SUPERSEDE

DRAWINGS.

5. DIMENSIONS SHALL SUPERSEDE DRAWINGS. DO

NOT SCALE DRAWINGS. WHERE A MISSING OR

CONFLICTING DIMENSION OCCURS, THE ARCHITECT

SHALL BE CONTACTED IMMEDIATELY TO OBTAIN THE

NECESSARY CLARIFICATION.

6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

OF ANY AND ALL DISCREPANCIES BETWEEN THE

DRAWINGS AND ACTUAL FIELD CONDITIONS

IMMEDIATELY UPON DISCOVERY.

7. COMMENCEMENT OF THE WORK SHALL SIGNIFY THE

CONTRACTOR IS FAMILIAR WITH AND AGREES TO

THE SCOPE OF WORK AS OUTLINED IN THE

CONTRACT DOCUMENTS.

8. THE CONTRACTOR SHALL ABIDE BY ALL SAFETY

RULES AND REGULATIONS IMPOSED BY OSHA AND

THE OWNER AT ALL TIMES. IF THERE IS A CONFLICT

BETWEEN THE TWO, THE STRICTER REGULATION

SHALL APPLY.

9. THE CONTRACTOR SHALL TAKE ALL NECESSARY

MEANS TO MAINTAIN AND PROTECT ADJACENT

PROPERTY FROM DAMAGE DURING THE PROCESS

OF THE WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROPER DISPOSAL OF ALL MATERIALS RESULTING

FROM THE WORK OF THIS PROJECT. THE PROJECT

SITE SHALL AT ALL TIMES BE MAINTAINED IN AN

ORDERLY MANNER SO AS TO MINIMIZE

ACCUMULATION OF WASTE AND/OR SURPLUS

MATERIALS. PROPER DISPOSAL RECEIPTS SHALL BE

OBTAINED AND RETAINED FOR OWNER'S REVIEW.

AT THE COMPLETION OF THE WORK THE

CONTRACTOR SHALL REMOVE ALL DEBRIS, SURPLUS

MATERIAL AND CONSTRUCTION EQUIPMENT FROM

THE PREMISES.

11. SHOP DRAWINGS ARE REQUIRED AS LISTED IN THE

PROJECT MANUAL.

GENERAL NOTES

PROJECT DESCRIPTION

No. ITEM DATE

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE: 304-296-8216

www.thinkALPHAfirst.com

KEYPLAN

COPYRIGHT 2025 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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SPECIFICATIONS

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ELECTRIC TRACTION ELEVATOR 1

PAINTS AND COATINGS - GENERAL

A. UNLESS OTHERWISE INDICATED, PROVIDE FACTORY-MIXED COATINGS. WHEN

REQUIRED, MIX COATINGS TO CORRECT CONSISTENCY IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS BEFORE APPLICATION. DO NOT REDUCE, THIN, OR

DILUTE COATINGS OR ADD MATERIALS TO COATINGS UNLESS SUCH A PROCEDURE IS

SPECIFICALLY DESCRIBED IN MANUFACTURER'S PRODUCT INSTRUCTIONS. VOC

NUMBERS NEED TO BE CONFIRMED BY USING THE PRODUCTS MSDS SHEETS.

B. PROVIDE INTERIOR PAINTS AND PRIMERS THAT MEET OR ARE EQUIVALENT TO THE

GREEN SEAL GS-11 STANDARD THAT INCORPORATES ENVIRONMENTAL, HEALTH AND

PERFORMANCE CRITERIA.

PRODUCT

A. VALSPAR 2000 OR EQUIVALENT

B. LATEX SYSTEM NEW GYPSUM BOARD

C. LOW ODOR/LOW VOC EGG SHELL FINISH

1. 1ST COAT: INTERIOR LATEX PRIMER EQUIVALENT TO S-W PROGREEN 200 LATEX

PRIMER B28W600

2. 2ND COAT: EQUIVALENT TO S-W PROGREEN 200 EGG SHELL B20-650 SERIES.

3. 3RD COAT: EQUIVALENT TO S-W PROGREEN 200 EGG SHELL B20-650 SERIES.

INSTALLATION

A. APPLY ALL COATINGS AND MATERIALS WITH MANUFACTURER SPECIFICATIONS IN MIND.

MIX AND THIN COATINGS ACCORDING TO MANUFACTURER’S RECOMMENDATION.

B. DO NOT APPLY TO WET OR DAMP SURFACES.

C. APPLY COATINGS USING METHODS RECOMMENDED BY MANUFACTURER.

D. UNIFORMLY APPLY COATINGS WITHOUT RUNS, DRIPS, OR SAGS, WITHOUT BRUSH

MARKS, AND WITH CONSISTENT SHEEN.

E. APPLY COATINGS AT SPREADING RATE REQUIRED TO ACHIEVE THE MANUFACTURER’S

RECOMMENDED DRY FILM THICKNESS.

PAINT (CMU)

1. INTERIOR CMU - PRIMER: PREP-RITE INTERIOR/EXTERIOR LATEX BLOCK

FILLER. FINISH COAT: PRO INDUSTRIAL DTM ACRYLIC. SEMI-GLOSS. ANTIGRAFFITI

COAT: BASIS OF DESIGN - SHERWIN WILLIAMS 2K WATER BASED

ANTI-GRAFFITI COATING SATIN PART A, SATIN PART B HARDNER w/ FADE-AWAY

DYE ADDITIVE.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE: 304-296-8216

www.thinkALPHAfirst.com

KEYPLAN

COPYRIGHT 2025 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

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A002

SPECIFICATIONS

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ELECTRIC TRACTION ELEVATOR 2

No. ITEM DATE

PAINTING

PAINT (CMU)

UP

1. PRIOR TO CUTTING INTO ANY WALL, G.C. TO ASCERTAIN PRESENCE

OF LIVE WIRING AND/OR PLUMBING AND TAKE PRECAUTIONS

NECESSARY TO PROTECT WORKERS AND COMPLETED AREAS OF

THE BUILDING FROM ACCIDENTAL ELECTROCUTION OR FLOODING.

2. G.C. TO PROTECT OCCUPIED AREAS OF BUILDING FROM DUST &

DEBRIS DURING CONSTRUCTION.

3. PRIOR TO ANY DEMOLITION A PHASING PLAN MUST BE IN PLACE

THAT ADDRESSES THE ORDER OF DEMOLITION AND THE TIMING OF

DEMOLITION. THIS PLAN IS TO BE COMMUNICATED NOT ONLY TO THE

OWNER, BUT THE OWNER’S REPRESENTATIVE ON SITE THAT WILL

COMMUNICATE SAID PLAN TO EMPLOYEES OF THE OCCUPIED

SPACES. BUILDING WILL CONTINUE TO BE OCCUPIED DURING THE

DEMOLITION AND RENOVATION OF THE ELEVATORS.

4. EXCESSIVE NOISE MAKING ACTIVITIES SHALL BE SCHEDULED IN

ADVANCE WITH THE OWNER’S REPRESENTATIVE AND PERFORMED

AT SUCH TIME OF DAY SO AS TO MINIMIZE DISRUPTION TO THE

ACTIVITY OF THE OCCUPANTS.

5. REMOVAL OF DEMOLITION DEBRIS SHALL BE REMOVED FROM THE

INTERIOR PORTION OF THE WORK AREA, AND SHALL NOT BE

ALLOWED TO “COLLECT”. A CONSTRUCTION DEBRIS WASTE AND

RECYCLING PLAN SHALL BE IN PLACE PRIOR TO START OF

DEMOLITION.

6. NO ON SITE BURNING SHALL BE ALLOWED.

7. CONTRACTOR TO PROVIDE SAFETY TRAINING AND A WORKPLACE

ENVIRONMENT CONSISTENT WITH OSHA AND STATE LABOR RULES

AND REGULATIONS.

8. E1 & E2 ARE BASE BID

A. ADD ALTERNATE #1: PERFORM WORK IN E3

B. ADD ALTERNATE #2: PERFORM WORK IN E4

A

C D E

G

J

L

A301

1252' - 0"

1248' - 10 21/32"

8"

EXISTING STAIR

DOWN

REMOVE EXISTING TRAP

DOOR TO MACHINE

ROOM BELOW

REMOVE EXISTING TRAP

DOOR TO MACHINE

ROOM BELOW

8" 16' - 8"

8"

16' - 8"

E1 E2

E4

E5 E6

E5

E6

E4

E2

E1

E1

E2

E4

E6

E5

HOIST

HOIST

HOIST

HOIST

HOIST

A301

A401

NOT IN

CONTRACT

E1

E2

E3

E4

E5

E6

REMOVE ASSOCIATED

CABELING FROM

ELEVATORS E1 THRU E4.

RAILS TO REMAIN IN PLACE.

D

L

E3 E3

E3

HOIST

1 ELEVATOR NUMBER

1. REMOVE MACHINES/MOTORS FOR ELEVATOR CARS 1 THRU 4.

2. RETAIN ELEVATOR CARS AND EQUIPMENT FOR ELEVATORS 5 & 6.

A301

A401

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

E1

E2

E3

E4

E5

E6

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

A302

A302

BASE BID: CUT EXISTING SLAB TO

PROVIDE 24" x 24" SUMP PIT AWAY

FROM ANY FOOTINGS AND IN

ACCORDANCE WITH A17-1;2.2.2.4

NOTE: PUMP MAY HAVE TO PUMP UP

TO ACCESS NEARBY FLOOR DRAIN

E5 & E6 N.I.C.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE: 304-296-8216

www.thinkALPHAfirst.com

KEYPLAN

COPYRIGHT 2025 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

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DEMOLITION PLAN

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GENERAL DEMOLITION PLAN NOTES

SCALE: 1/8" = 1'-0"A100

10TH FLOOR DEMOLITION PLAN1

SCALE: 1/8" = 1'-0"A100

9TH FLOOR DEMOLITION PLAN2

SCALE: 1/8" = 1'-0"A100

HIGH LEVEL DEMOLITION PLAN4

PLAN VIEW LEGEND

ELEVATOR DEMOLITION NOTES

SCALE: 1/8" = 1'-0"A100

BASEMENT DEMOLITION PLAN3

SCALE: 1/4" = 1'-0"A100

TRAP DOOR (FROM BELOW)5

A301

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

N.I.C.

A401

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

A301

A401

N.I.C.

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

A301

N.I.C.

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

A301

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

N.I.C.

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

A301

A401

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

N.I.C.

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

A301

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

N.I.C.

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

1 SAND & RE-PAINT

2 REPAIR, SAND, & RE-PAINT

3 REPLACE

4 BUFF & POLISH EXISTING STAINLESS STEEL

E1 E2 E3 E4

BASEMENT 1 1 1 1

GROUND 1 2 2 1

1ST 4 4 4 4

2ND 1 2 1 1

3RD 1 1 1 1

4TH 1 1 1 1

5TH 1 1 1 1

6TH 1 1 1 1

7TH 1 1 1 1

8TH 1 1 1 1

9TH -- -- 1 --

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE: 304-296-8216

www.thinkALPHAfirst.com

KEYPLAN

COPYRIGHT 2025 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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A101

FLOOR PLANS

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SCALE: 1/8" = 1'-0"A101

BASEMENT1 SCALE: 1/8" = 1'-0"A101

GROUND FLOOR2

SCALE: 1/8" = 1'-0"A101

1ST FLOOR3

SCALE: 1/8" = 1'-0"A101

2ND FLOOR4 SCALE: 1/8" = 1'-0"A101

3RD FLOOR5

SCALE: 1/8" = 1'-0"A101

4TH FLOOR6

ELEVATOR JAMB SCHEDULE

A301

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

N.I.C.

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

A301

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

N.I.C.

A301

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

N.I.C.

A301

A401

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

TYP. ALL FLOORS

15' - 8"

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

N.I.C.

A301

A401

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

TYP. ALL FLOORS

15' - 8"

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

TYP. A

LL

FLO

ORS

9'

- 4

E1

E2

E3

E4

E5

E6

N.I.C.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE: 304-296-8216

www.thinkALPHAfirst.com

COPYRIGHT 2025 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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FLOOR PLANS

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SCALE: 1/8" = 1'-0"A102

5TH FLOOR1

SCALE: 1/8" = 1'-0"A102

6TH FLOOR2

SCALE: 1/8" = 1'-0"A102

7TH FLOOR3

SCALE: 1/8" = 1'-0"A102

8TH FLOOR4 SCALE: 1/8" = 1'-0"A102

9TH FLOOR PLAN5

UP

A

C D E 17' - 4" 29' - 0" 19' - 4"

G

J

1252' - 0"

1248' - 10 21/32"

L

A301

8"

EXISTING STAIR

DOWN

NEW 2-HR RATED TRAP DOOR TO

MACHINE ROOM BELOW. ADD SIGNAGE

DECAL TO READ: "TO REMAIN CLOSED

EXCEPT FOR MAINTENANCE"

A301

4'

- 6

4' - 10"

4' - 10"

4'

- 6

NEW 2-HR RATED TRAP DOOR TO

MACHINE ROOM BELOW. ADD SIGNAGE

DECAL TO READ: "TO REMAIN CLOSED

EXCEPT FOR MAINTENANCE"

EXISTING ENCLOSURE OF ROOM IS

STRUCTURAL CLAY TILE, ISOLATED FROM

OTHER FLOORS, ROOFS, ETC. ENCLOSURE

RATING AS DETERMINED FROM ARCHAIC

MATERIALS W-12-M-12 IS MINIMUM 2-HOUR

RATED.

E1

E2

E3

E4

E5

E6

NEW SHAFT

WALL

EXISTING RAILING

SHAFT WALL TO HAVE

ACCESS PANEL AS MAY

BE REQUIRED BY

ELEVATOR SAFETY

INSPECTOR

LINE OF MEZZANINE ABOVE

1. PROVIDE A 120 MIN. FIRE RATED REPLACEMENT FLOOR DOOR. AVAILABLE

MANUFACTURER: ACUDOR 1-800-722-0501 WWW.ACUDOR.COM

A. SIMILAR OR EQUAL TO MODEL FRFD

B. FLUSH ALUMINUM DIAMOND PLATE COVER

C. AUTOMATIC HOLD OPEN ARM

D. LATCH AND CLOSER FROM UNDERSIDE

E. UL FUSIBLE LINK FOR AUTOMATIC CLOSING AND LATCHING IN EVENT

OF FIRE.

F. TESTED TO NFPA 288; ASTM E 119

2. SHOULD STOCK DOOR NOT “FIT” MEASURED FLOOR OPENING, PROVIDE

FIRE BLOCKING AND STEEL PLATE TO “FILL” SPACE.

3. PROVIDE FULL SHOP DRAWINGS FOR APPROVAL.

4. OTHER AVAILABLE MANUFACTURERS WILL BE CONSIDERED.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE: 304-296-8216

www.thinkALPHAfirst.com

COPYRIGHT 2025 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

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SHEET NO.:

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10TH FLOOR PLAN

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ESCALE: 1/4" = 1'-0"

10TH FLOOR PLAN - DEDICATED ELEVATOR MACHINE ROOM - BASE BID

FIRE RATED FLOOR DOOR NOTES

10th FLOOR 1252' - 0"

ROOF

1266' - 8"

PIT

1248' - 10 21/32"

HIGH LEVEL

1259' - 4"

9th FLOOR 1235' - 4"

SECONDARY SLAB 2

1253' - 8"

SECONDARY SLAB 1

1243' - 2 21/32"

BASEMENT

1114' - 4"

5'

4"

8TH FLOOR

1226' - 0"

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

ADD ALTERNATE #5

A301

ENCLOSURE OF CABELING

FROM GEAR BOX TO CAB

IN 2-HR SHAFTWALL

ENCLOSURE (SEE

PARTITION TYPES) - TYP.

ALL SHAFTS

S2x S2x S2x S2x

FOUNDATION

1104' - 0"

E1 & E2

STOP AT

8TH

FLOOR

E5 & E6

STOP AT

8TH

FLOOR

E4 STOPS

AT 8TH

FLOOR

E3 STOPS

AT 8TH

FLOOR

2' - 0"

SCHEMATIC LOCATION

OF NEW EQUIPMENT

ALTERNATE LOCATION FOR

CABELING ENCLOSURE, PER

ELEVATOR INSPECTOR

DIRECTION. PROVIDE 24" x 24"

ACCESS PANEL WITH 2-HR

RATING. - TYP. ALL SHAFTS

SCHEMATIC LOCATION

OF NEW EQUIPMENT

S2x S2x

2' - 0"

2' - 7"

ENCLOSURE OF CABLES

PART OF BASE BID

EXISTING E5 & E6

EQUIPMENT TO

REMAIN

PROVIDE SUMP PIT FOR

SUMP. GC HAS OPTION TO

USE PRE-MFG. SUMP BASIN,

TYP.

ENCLOSURE OF CABLES

(BEYOND) PART OF BASE

BID

ALTERNATE LOCATION FOR

CABELING ENCLOSURE, PER

ELEVATOR INSPECTOR

DIRECTION. PROVIDE 24" x 24"

ACCESS PANEL WITH 2-HR

RATING. - TYP. ALL SHAFTS

EXISTING STEEL

BEAM

10th FLOOR 1252' - 0"

ROOF

1266' - 8"

PIT

1248' - 10 21/32"

HIGH LEVEL

1259' - 4"

9th FLOOR 1235' - 4"

SECONDARY SLAB 2

1253' - 8"

SECONDARY SLAB 1

1243' - 2 21/32"

BASEMENT

1114' - 4"

A301

8TH FLOOR

1226' - 0"

FOUNDATION

1104' - 0"

E4 STOPS

AT 8TH

FLOOR

E3 STOPS

AT 9TH

FLOOR

2' - 0"

PROVIDE COVER

PLATE OVER SUMP PIT

IN ACCORDANCE WITH

A17-1;2.2.2.6A302

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE: 304-296-8216

www.thinkALPHAfirst.com

COPYRIGHT 2025 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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SHEET NO.:

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A301

SECTIONS

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SCALE: 1/4" = 1'-0"A301

SECTION @ ELEVATOR SHAFTS1

SCALE: 1/4" = 1'-0"A301

SECTION @ SHAFT 22

N.I.C.

FOUNDATION

1104' - 0"

" 3" C

LR

PROVIDE COVER PLATE OVER

SUMP PIT IN ACCORDANCE

WITH A17-1;2.2.2.6

6" CONCRETE BASE POURED

MONOLITHIC w/ WALLS

8" CONCRETE WALLS POURED MONOLITHIC WITH

BASE (TYP.). HOLD TOP OF WALL 1" DOWN FROM

EXISTING SLAB FOR COVER PLATE PLACEMENT.

1'-6" x 1'-6" #4 HOOK

BAR, 4 PER SIDE, 8"

EPOXY EMBED

#4 "U" BARS, 1'-4" x 2'-10" x

1'-4", 4 EA. DIRECTION

8" 2' - 0"

3' - 4"

#4 BOTTOM BARS 2'-10"

LONG, 4 EA. DIRECTION

#4 "U" BARS, 2'-10" x 2'-10" x

2'-10" OVERLAPPING (TYP.)

M

IN

2"

C

LE

AR

BA

SE

D O

N O

R

IG

. D R

AW

IN

G S

" A

SS

U

M

ED

T H

IC

KN

ES

S

8"

GC HAS OPTION TO PROVIDE

PRE-MFG. BASIN FOR SUMP PIT.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

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ALL RIGHTS RESERVED

REVISIONS

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DATE:

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SECTIONS

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SCALE: 1" = 1'-0"A302

ORIGINAL DRAWING SECTION FD481

SCALE: 1" = 1'-0"A302

ORIGINAL DRAWING SECTION FD492

SHOWN FOR INFORMATION ONLY SHOWN FOR INFORMATION ONLY

SCALE: 3/4" = 1'-0"A302

ENLARGED SUMP PUMP PIT DETAIL3

IN CASE OF FIRE

ELEVATORS

ARE OUT OF SERVICE

USE EXIT

FIRE RECALL

FIREFIGHTERS’ OPERATION

IN CASE OF FIRE

ELEVATORS

ARE OUT OF SERVICE

USE EXIT

TO RECALL ELEVATORS INSERT

FIRE KEY AND TURN TO ’ON’

R E

S

E T ON

O F F

IN CASE OF FIRE

ELEVATORS

ARE OUT OF SERVICE

USE EXIT

FIRE RECALL

FIREFIGHTERS’ OPERATION

IN CASE OF FIRE

ELEVATORS

ARE OUT OF SERVICE

USE EXIT

TO RECALL ELEVATORS INSERT

FIRE KEY AND TURN TO ’ON’

R E

S E T O N

O F F

A301

- 7

ACOUSTICAL CEILING PANELS

A301

A301

A301

A301

STAINLESS

STEEL HANDRAIL

LAMINATE PANEL (ALL

WALLS EXCEPT FRONT

WALL w/ CONTROLS)

STAINLESS

STEEL PANEL

CEILING TO BE FLOATING

ALUMINUM FRAME w/

TRANSLUCENT PANELS &

LED TUBE LIGHTING

FLOORING TO BE LVT (N.I.C. - TO BE

PROVIDED AND INSTALLED BY WVU

UNDER SEPARATE CONTRACT

FRONT WALL w/ CONTROLS

TO BE FULL HEIGHT

STAINLESS STEEL PANEL

STAINLESS STEEL BASE

6"

LAMINATE

STAINLESS STEEL

PROVIDE WALL

BUMPER

NOTE: FINAL INTERIOR

FINISH SELECTION BY WVU

1 SAND & RE-PAINT

2 REPAIR, SAND, & RE-PAINT

3 REPLACE

4 BUFF & POLISH EXISTING STAINLESS STEEL

E1 E2 E3 E4

BASEMENT 1 1 1 1

GROUND 1 2 2 1

1ST 4 4 4 4

2ND 1 2 1 1

3RD 1 1 1 1

4TH 1 1 1 1

5TH 1 1 1 1

6TH 1 1 1 1

7TH 1 1 1 1

8TH 1 1 1 1

9TH -- -- 1 --

1. PROVIDE TOUCH-UP PAINT AS

NECESSARY NEAR REPLACEMENT

AREAS OF CONTROLS AND HALL

LANTERNS, TYP. BASE BID. COLOR

SELECTION BY WVU.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

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REVISIONS

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INTERIOR ELEVATIONS

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SCALE: 1/2" = 1'-0"A401

TYP. ELEVATION @ INTERMEDIATE ELEVATOR DOORS3

SCALE: 1/2" = 1'-0"A401

ELEVATION @ BASEMENT LOBBY1

SCALE: 1/2" = 1'-0"A401

ELEVATION @ 9TH FLOOR ELEVATOR LOBBY5

SCALE: 1/2" = 1'-0"A401

ELEVATION @ 8TH FLOOR ELEVATOR LOBBY4

SCALE: 1/2" = 1'-0"A401

ELEVATION @ GROUND FLOOR ELEVATOR LOBBY2

SCALE: 1/2" = 1'-0"A401

TYP. ELEVATOR CAB INTERIOR FINISHES6

ELEVATOR JAMB SCHEDULE

No. ITEM DATE

GENERAL INTERIOR

ELEVATION NOTES

1" M

IN

5/ 8"

M

AX

# WIDTH

FIRE SOUND

RATING

DESIGN NO.

SCALE: NTS

X

7/8" 1-5/8" 2-1/2" 3-5/8"

4" 5-1/2"

6"

8"

NONE

#S

2-HR SHAFT WALL

U428x

STEEL C-H STUDS

@24" O.C.

2 LAYERS 1/2" GWB

20 GA. RUNNER ATTACH TO

STRUCTURE @ 48" O.C.

BUILDING STRUCTURE

1" GYPSUM SHAFT WALL

2 HR. FIRE SAFING (FRJS) -

SEAL OPENINGS AROUND

JOISTS, PIPING, DUCTWORK,

ETC .

1/2" 1/2"

1 1/2"

1"

STEEL STUDS @

16" O.C.

5/8" GWB

CAULK PERIMETER

BASE & FLOOR FINISH.

SEE ROOM FINISH

SCHEDULE

3" SPUN MINERAL

FIBER MAT. FRICTION

FIT SOUND

INSULATION BETWEEN

STUDS

C.L.

20 GA. RUNNER

ATTACH TO

STRUCTURE

@ 48" O.C.

BUILDING STRUCTURE

MECHANICALLY FASTEN

C-RUNNER TO SLAB

BASE & FLOOR FINISH. SEE

ROOM FINISH SCHEDULE.

5/8"

5/8"

# WIDTH

FIRE SOUND

RATING

DESIGN NO.

SCALE: NTS

X

7/8" 1-5/8" 2-1/2" 3-5/8"

4" 5-1/2"

6"

8"

NONE

#G

STEEL STUD WALL WITH GWB BOTH SIDES

x

FIRE SAFING (FRJS) - SEAL

OPENINGS AROUND JOISTS,

PIPING, DUCTWORK, ETC .

METAL DECK

COMP. FILLER

120 MINUTES

a b c d e f g h i j k l m n o p q r s t u v w x y z

7/8" 1-5/8" 2-1/2" 3-5/8" 4" 5-1/2" 6"

8" 10"

NONE

9-1/4"

1-1/2" 2-1/2" 3-1/2"

5-1/2"

7-1/4"

NONE

9-5/8"

11-5/8"

3-5/8"

5-5/8"

7-5/8"

NONE

X

PRIMARY

CONSTRUCTION

Bearing Block Concrete Block/ Structural Clay Brick Double Stud Existing/Modified Furring/One Sided Gypsum and Steel Stud

Bearing Stud

Shaft Wall

Gypsum and Wood Stud

Floor/Ceiling

NOTES:

1. SEE FINISH SCHEDULE AND PLANS FOR LOCATIONS FOR LOCATIONS OF IMPACT RESISTANT, ABUSE RESISTANT, MOISTURE RESISTANT, TILE BACKER, AND OTHER SPECIALTY GWB TYPES.

2. SEE STRUCTURAL DRAWINGS FOR EXTERIOR WALL AND POURED CONCRETE WALL CONSTRUCTION.

3. SEE STRUCTURAL DRAWINGS FOR BAR REINFORCING AND DIAGONAL BRACING REQUIREMENTS.

To Deck - Mineral Fiber Acoustic Insulation To 6" Above Ceiling - Batt Over Wall To Ceiling - No Insulation To Deck - No Insulation To 6" Above Ceiling - No Insulation To Bottom Chord - Acoustic Insulation

Half Height High Impact

Bullet Resistant Lead Lined Metal Sheet Lined Noise Control One Side To Deck

60 Minute Rated - Acoustic Insulation Smoke Barrier

Veneer-faced 60 Minute Rated 120 Minute Rated 180 Minute Rated 240 Minute Rated

A B C

D E F G H I J K L M N O P Q R S T U V W X Y Z

STEEL STUD WOOD STUD CMU/CONCRETE ATTRIBUTE

X # x

1 2 3

2 3

PARTITION TYPE LEGEND

PARTITION TYPES

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209 PRAIRIE AVENUE

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ALL RIGHTS RESERVED

REVISIONS

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DETAILS

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ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

S3

B013

B030

B068

SCALE: 1/8" = 1'-0"P101

PLUMBING BASEMENT FLOOR PLAN1

P101

PLUMBING FLOOR PLAN

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

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ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE: 304-296-8216

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COPYRIGHT 2024 ALPHA ASSOCIATES, INC.

ALL RIGHTS RESERVED

REVISIONS

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ME101

MEP SPECIFICATIONS

1 C D E

G

J

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UP

D

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ED101

ELECTRICAL DEMOLITION

FLOOR PLANS

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

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SCALE: 1/4" = 1'-0"

ELECTRICAL DEMOLITION 10TH FLOOR PLAN1

SCALE: 1/4" = 1'-0"ED101

ELECTRICAL DEMOLITION HIGH LEVEL FLOOR PLAN2

ED101

E001

ELECTRICAL NOTES AND

DETAILS

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

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REVISIONS

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ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

ELEVATOR

SHAFT 3

S3

ELEVATOR

SHAFT 3

S3

ELEVATOR

SHAFT 1

S1

ELEVATOR

SHAFT 2

S2

SCALE: 1/8" = 1'-0"E101

ELECTRICAL BASEMENT FLOOR PLAN1

E101

ELECTRICAL FLOOR

PLANS

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

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SCALE: 1/8" = 1'-0"

ELECTRICAL 9TH FLOOR PLAN2

E101

A

C D E

G

J

L

UP

D

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E102

ELECTRICAL FLOOR

PLANS

ALPHA ASSOCIATES, INC.

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SCALE: 1/8" = 1'-0"E102

ELECTRICAL 10TH FLOOR PLAN1

SCALE: 1/4" = 1'-0"E102

ELECTRICAL HIGH LEVEL FLOOR PLAN2