GSD19-25 Drawings.pdf

PDF 34 MB Posted Jun 12, 2019

Attached to: Addendum No. 2 Building 25 Renovations Project
Solicitation number: CRFQ 0211 GSD1900000025 3
Issued by: Wayne County, West Virginia

About this file

Written by GovTribe AI · Mar 12, 2026

This file contains architectural and engineering drawings for a renovation project of West Virginia State Building #25, located in Parkersburg, West Virginia, under the jurisdiction of the West Virginia General Services Division. The project encompasses a comprehensive renovation of the approximately 45,000 square foot building, including removal of existing exterior insulating finish system (EIFS) and windows on the Avery and Fifth Street facades, replacement with fiber cement panels and new windows, renovation of the vacant sixth floor for occupancy with electrical, mechanical, sprinkler, drywall, and interior finish work, removal and replacement of concrete ramps and planters on the St. Cloud Alley side, and a phased approach requiring the sixth floor renovation and penthouse mechanical systems to be operational prior to exterior facade removal. The project is designed in accordance with the 2015 International Building Code, NFPA 101 Life Safety Code, and applicable state fire codes, with the building classified as occupancy type Business (NFPA 101 Chapter 38) and building type 2-A under the IBC.

The drawing set includes detailed specifications for facade systems using Nichiha fiber cement panels in masonry, brick, and ribbed patterns; window replacement utilizing original opening dimensions with new insulated units and precast cast stone sills; mechanical systems including variable refrigerant flow heat pumps, energy recovery ventilation, hydronic heating with new boiler installation, and comprehensive ductwork design; electrical systems with new panel provisions, lighting upgrades including LED fixtures with emergency backup capabilities, data and communication infrastructure; fire protection with sprinkler system modifications; and life safety provisions including egress paths, emergency exits, and emergency lighting. The contract documents indicate that shop drawings are required prior to fabrication, and the contractor bears responsibility for maintaining building security and weather protection during construction, coordinating with occupied building spaces, proper disposal of demolition debris, and compliance with OSHA safety regulations and all applicable building codes.

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Other files

File	Type	Posted
Add No. 2 AD003 - AD004.pdf drawings.pdf	PDF	Jun 12, 2019
Final_CRFQ_0211_GSD1900000025_3_CRFQ_FORM.PDF	PDF	Jun 12, 2019
Add No. 2 GSD19-25.pdf	PDF	Jun 12, 2019
Add No. 2 Plans for all floors.pdf	PDF	Jun 12, 2019
Final_CRFQ_0211_GSD1900000025_1_CRFQ_FORM.PDF	PDF	Jun 12, 2019
Final_CRFQ_0211_GSD1900000025_2_CRFQ_FORM.PDF	PDF	Jun 12, 2019
Add No. 2 AD001 2 5 6 007.pdf drawings.pdf	PDF	Jun 12, 2019
Add No. 2 A104, A202, A201, A305.pdf drawings.pdf	PDF	Jun 12, 2019
GSD19-25 Project Manual.pdf	PDF	Jun 12, 2019
CRFQ GSD19-25.pdf	PDF	Jun 12, 2019
Add No. 1 GSD19-25.pdf	PDF	Jun 12, 2019

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ABBREVIATIONS

@ AT

A.B. ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABV ABOVE

A/C AIR CONDITIONING

AC ARMORED CABLE

ACS ACCESS

ACST ACOUSTIC, ACOUSTICAL

A.C.T. ACOUSTIC CEILING TILE

ACP ASPHALTIC 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

ASB ASBESTOS

ASPH ASPHALT

AUTO. AUTOMATIC

AVG AVERAGE

AWN WDW AWNING WINDOW

B PL BASE PLATE

BAF BAFFLE

BB BASEBOARD

BD BOARD

BD FT BOARD FEET

BDG BRIDGING

BDNG BEDDING

BET BETWEEN

BFF BELOW FINISH FLOOR

BITUM BITUMINOUS

B OR BL BUILDING LINE, BASE LINE

BKBD BACKBOARD

BKG BACKING

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BLW FL BELOW FLOOR

BM BEAM, BENCH MARK

BOT BOTTOM

BR BARE ROOT

BRG BEARING

BRK BRICK

BRLP BURLAP

BRZ BRONZE

BSMT BASEMENT

BSP BLACK STEEL PIPE

C TO C CENTER TO CENTER

C CONC CAST CONCRETE

CAB CABINET

CANTIL CANTILEVER

CANV CANVAS

CB CEMENT BASE

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 PLCHROME PLATED

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONTROL JOINT

~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

CO CLEANOUT

COL COLUMN

COMP COMPRESSED

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. DISCONTINUOUS END

DEC DECIDUOUS

DEM DEMOUNTABLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

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

EA EACH

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

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EPF EPOXY FLOOR FINISH

EPX EPOXY POURED FLOOR

EQ EQUAL

EQUIP EQUIPMENT

EV EVERGREEN

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

FGL FIBERGLASS

FHYD FIRE HYDRANT

FIN FINISH

FL FLOOR

FL FIN CONC FLOAT FINISH CONCRETE

FLEX FLEXIBLE

FLSH FLASHING

FMBD FORM BOARD

FRST GL FROSTED GLASS

FRT FIRE RESISTANT TREATED

FT FOOT

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

GRAN GRANITE

GRND GROUND

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GUT GUTTER

GVL GRAVEL

GYP GYPSUM

GYP PLAS GYPSUM PLASTER

GYP WB GYPSUM WALLBOARD

HC HOLLOW CORE

HC HOLLOW CORE MASONRY 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

INSUL INSULATION

INTR INTERIOR

INV INVERT, INVERSE

IP IRON PIPE, IRON PIN

ISO. JT. ISOLATION JOINT

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

LA LAMINATE

LAM GL LAMINATED GLASS

LAT LATTICE

LAV LAVATORY

LBR LUMBER

LD BEARING LOAD BEARING

LKR LOCKER

LIVE LOAD LIVE LOAD

LL GB LEAD LINED GYPSUM BOARD

LONG. LONGITUDINAL

LPS LIQUID PENETRATING SEALER

LWC LIGHTWEIGHT CONCRETE

MAHOG MAHOGANY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MTL METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MK MARK

MO MASONRY OPENING

MON MONUMENT

MR RECEPTOR MOP

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MWP MEMBRANE WATERPROOFING

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NKL NICKEL

NLB NON LOAD BEARING

NO.,NOS NUMBER, NUMBERS

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

OPG OPENING

OPP OPPOSITE

OPQ OPAQUE

OSB ORIENTED STRAND BOARD

OVHD OVERHEAD

OWGL OBSCURE WIRED GLASS

PAGB PAINTED ABUSE RESISTANT GYPSUM BOARD

PAR PARAPET

PBD PARTICLE BOARD

PC PORTLAND CEMENT

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

PLBG PLUMBING

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

~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

PTN PARTITION

P. T. PRESSURE TREATED

PUR PURLINS

PVA POLYVINYL ACETATE

PVC POLYVINYL CHLORIDE

PVF POLYVINYL FLUORIDE

PVMT PAVEMENT

QT QUARRY TILE

Ø ROUND (DIAMETER)

R RISER

R/W RIGHT OF WAY

RAD. RADIUS

RB RUBBER BASE

RBR. RUBBER

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

RUB RUBBER FLOORING

RVB RESILIENT VINYL BASE

RW REDWOOD

SAF SYNTHETIC ATHLETIC FLOORING

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SEC SECRETARY

SECT SECTION

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

SSD SURFACE DRAIN

SSM SOLID SURFACE MATERIAL

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

ST STREET

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

STSTL STAINLESS STEEL

SUBSTA SUBSTATION

SUP SUPPLY

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

SYNTH SYNTHETIC

T TREAD

T & B TOP AND BOTTOM

T & G TONGUE AND GROOVE

TC TERRA COTTA

TD TRENCH DUCT

TEL TELEPHONE

TEJ TRANSVERSE EXPANSION JOINT

TEMP TEMPERATURE

T/F 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

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/ WITH

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

YCO YARD CLEANOUT

YD YARD DRAIN

YHYD YARD HYDRANT

A101

SIM

A101

Name Elevation

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

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

SYMBOL DESCRIPTION

A101

SIM

Room name

View Name

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

A101

Ref

1R ef

1 R ef

Ref

1. THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE

WITH THE 2015 INTERNATIONAL BUILDING CODE, THE LIFE

SAFETY CODE (NFPA 101-2015) 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 ACCORDANCE WITH THE

BID INSTRUCTIONS

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 NOTES

OCCUPANCY

NFPA 101 - BUSINESS - CHAPTER 38

IBC 2012 - GROUP B

BUILDING TYPE

NFPA 101 - TYPE 2-111

IBC 2012 - TYPE 2-A

GROSS SQ. FOOTAGE

GROUND FLOOR APPROX. 45,000 SF BUILDING AREA

NO. OF EXITS - 5

SPRINKLERS - YES

BUILDING CODE ANALYSIS

1. REMOVAL OF EXISTING EXTERIOR INSULATING FINISH

SYSTEM AND EXTERIOR WINDOWS ON AVERY AND FIFTH

STREET FACADES.

2. REPLACE FACADE MATERIAL WITH FIBER CEMENT PANELS.

3. INSTALL NEW ORIGINAL SIZED OPENING WINDOWS.

4. REMOVE AND REPLACE CONCRETE RAMP AND CONCRETE

PLANTERS ON ST.CLOUD ALLEY SIDE OF BUILDING.

5. RENOVATE VACANT 6TH FLOOR FOR OCCUPANCY. TRADES

INCLUDE: ELECTRICAL, MECHANICAL, SPRINKLERS,

WINDOWS, DRYWALL & INTERIOR FINISHES.

6. PHASING PLAN: 6TH FLOOR RENOVATION & PENTHOUSE

MECHANICAL MUST BE OPERATIONAL PRIOR TO REMOVAL OF

EIFS AND EXISTING WINDOWS. 6TH FLOOR TO FUNCTION AS

"SWING" SPACE FOR DISPLACED WORKERS IN OCCUPIED

AREAS OF BUILDING DURING RENOVATION OF FACADE.

7. ANY REFERENCE TO 6TH FLOOR, LEVEL 6, ETC. IS A NAMING

CONVENTION ONLY. BUILDING IS ESSENTIALLY A 2-STOREY

BUILDING WITH LEVEL 6 APPROX. 15'-0" ABOVE FINISHED

GRADE. THE VARIOUS LEVELS ARE CREATED FROM MULTIPLE

INTERIOR FLOOR HEIGHTS. HENCE: LEVEL 3 IS @ GRADE W/

LEVEL 2 SLIGHTLY 1/2 LEVEL BELOW. LEVEL 4 IS @ GRADE W/

LEVEL 5 1/2 LEVEL ABOVE. LEVEL 6 IS FULL LEVEL ABOVE

LEVEL 4.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

REVISIONS

PROJ. NO.:

DATE:

SHEET NO.:

:0 2:

C :\U se rs

\tl ew is \D oc um en ts

\R ev it\ Bu ild in g

_t od dl ew is

.rv t

G001

SYMBOLS & CODE

ANALYSIS

1806067.00 03/18/2019

T V

A L

O R

O N

TIO

, W

T V

No. ITEM DATE

F M

D D

PATH OF TRAVEL TO ROOF 47'

34' - 1"

261 SF

PENTHOUSE

19' - 10"

1-HR ACCESS PANEL

EXISTING EXIT

TO GROUND

1733 SF

LEVEL

PATH OF TRAVEL TO GROUND 120'- 3"

EMERGENCY

EXIT TO ROOF

FE-1 ABC-TYPE WALL MOUNTED FIRE EXTINGUISHER

FE-2 ELECTRONIC SAFE WALL MOUNTED FIRE EXTINGUISHER

FE-3 ABD-TYPE WALL MOUNTED FIRE EXTINGUISHER

FE-K K-TYPE WALL MOUNTED FIRE EXTINGUISHER

SMOKE PARTITION

1-HR BARRIER

PATH OF TRAVEL

Name

WIDTH OF EGRESS

EGRESS CAPACITY

ROOM NAME

ALLOWABLE OCCUPANTS

AREA

ALLOWABLE OCCUPANT DENSITY

• 1920 SQ FEET

• LEVEL 6 IS APPROX. 15'-0" ABOVE GRADE

• NOT TO EXCEED 20 OCCUPANTS

• TWO MEANS OF EGRESS

1. EXIT TO ROOF

2. EXIT TO GROUND

3. WINDOW EMERGENCY EXIT TO ROOF

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

REVISIONS

PROJ. NO.:

DATE:

SHEET NO.:

:0 2:

C :\U se rs

\tl ew is \D oc um en ts

\R ev it\ Bu ild in g

_t od dl ew is

.rv t

G101

LIFE SAFETY PLANS

1806067.00 03/18/2019

T V

A L

O R

O N

TIO

, W

T V

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

PENTHOUSE LIFE SAFETY PLAN

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

LEVEL 6 LIFE SAFETY PLAN

LIFE SAFETY LEGENDLIFE SAFETY PLAN GENERAL

NOTES

No. ITEM DATE

P L A N

UPDN

3 4 5 6 7 8

C.9

D.3

LOBBY

REC.

OFFICE

VESTIBULE

RECEPTION

OFFICE

ADA BUTTON

FOR DOOR

FLOOR TO

SILL 2'-4"

HOSE BIB

6' - 10" 6' - 3" 7' - 1 3/4" 7' - 2 1/2" 7' - 2 1/2" 5' - 11" 7' - 2 1/2"

5" 7'

16' - 2" 15' - 2" 16' - 11 1/2" 16' - 11 1/2" 16' - 11 1/2" 16' - 11 3/4" 15' - 6" 17' - 2"

2" 6'

WOMEN

BREAKROOM

WORK

RAIN LEADER - EXACT LOCATION

TO BE VERIFIED IN FIELD.

ADJACENT

STRUCTURE

EXISTING LOADING DOCK

1.5

G.1

H.1 H.2

NIC

MEN

158' - 11 1/2"

CROSS-HATCH

AREA NOT IN CONTRACT

RECEPTION

OFFICE

RECEPTION

OFFICE

FILE

10' - 0"

7' - 4" 22' - 4"

5' - 0"

EXISTING

CONCRETE

PLANTER

EXISTING

CONCRETE

STEPS

STEEL RAILINGS

EXISTING BRICK MASONRY

EXISTING

CONCRETE

PLANTER

8" STEEL LINTEL/BULKHEAD (3"

DEEP) OVERHEAD

FIRE ALARM

STATION

FIRE STROBE ABOVE

7' FROM CORNER

SIAMESE HOSE

CONNECTION

5TH STREET

A V

E R

Y S

T R

E E

EXISTING LOCATION OF DUPLEX RECEPTACLE -

RETAIN & RECONNECT

ROOF DRAIN

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

REVISIONS

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DATE:

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G102

EXISTING 3RD FLOOR

PLAN

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

EXISTING LEVEL 3

EXISTING LEGEND

No. ITEM DATE

P L A N

3 4 5 6 7 8 9 102

C.9

D.3

OFFICE

CUBICLES

OFFICE

CONFERENCE

16' - 2" 15' - 2" 16' - 11 1/2" 16' - 11 1/2" 16' - 11 1/2" 16' - 11 3/4" 15' - 6" 17' - 2"

3' - 3" 2' - 11 3/4" 7' - 1 3/4" 7' - 2 1/2" 6' - 7 3/4" 7' - 2 1/2" 2' - 9 1/2" 3' - 5 1/4"

2" 7'

1/ 2"

4" 3'

1/ 2"

ABANDONED RAIN LEADER

CONTRACTOR TO VERIFY

THAT LEADER IS ABANDONED

RAIN LEADER

ADJACENT

STRUCTURE

ROOF

133' - 8 1/4"

A304

EXISTING CANOPY ROOF

A103

G.1

H.1 H.2

OFFICE

WORK

509A

CROSS-HATCH

AREA NOT IN CONTRACT

EXISTING LOCATION OF DUPLEX RECEPTACLE -

RETAIN & RECONNECT

ROOF DRAIN

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

REVISIONS

PROJ. NO.:

DATE:

SHEET NO.:

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EXISTING 5TH FLOOR

PLAN

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EXISTING LEVEL 5

EXISTING LEGEND

No. ITEM DATE

P L A N

F M

M M

D D

3 4 5 6 7

C.9

D.3

7' - 0"

1920 SF

6TH FLOOR

EXISTING EXIT TO

GROUND @ LEVEL 4

STAIRS FROM LEVEL 5

TO LEVEL 4 (GROUND)

10' - 7 1/2"17' - 2"

71' - 11 1/4"

NIC NIC

3 4 5 6

C.9

D.3

52' - 0"

ENCAPSULATED ABANDONED

TRANSITE EQUIPMENT

EXISTING PLYWOOD

ACCESS PANEL

EXISTING ROOF DRAIN

ADJOINING STRUCTURE

A304

STANDING WATER

EXISTING STONE CAP

1.5

G.1

H.1 H.2

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

REVISIONS

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DATE:

SHEET NO.:

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G104

EXISTING 6TH FLOOR,

PENTHOUSE & LOWER

ROOF PLAN

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EXISTING LEVEL 6

No. ITEM DATE

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

EXISTING PENTHOUSE

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

EXISTING LOWER ROOF

P L A N

1. OWNER IS RESPONSIBLE FOR REMOVAL OF LOOSE EQUIPMENT AND FURNISHINGS FROM

THE AREA OF RENOVATION, PRIOR TO DEMOLITION OF ANY WALLS AND WINDOWS.

TYPICAL THROUGHOUT PROJECT.

2. 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 BUILDING.

3. PRIOR TO DEMOLITION OF THE EXTERIOR FACADE AND WINDOW MATERIAL, A PLAN MUST

BE IN PLACE THAT ADDRESSES THE PROTECTION OF THE INTERIOR SPACES FROM

EXPOSURE TO THE ELEMENTS AND THE SECURITY OF THE PROPERTY. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE BUILDING SECURITY AND

PROTECTION FROM EXPOSURE TO THE ELEMENTS FOR THE DURATION OF THE PROJECT.

4. REMOVAL OF INTERIOR GYPSUM BOARD SHALL NECESSITATE THE RELOCATION OF SOME

ELECTRICAL AND DATA DEVICES FROM THE IMMEDIATE ZONE OF WORK. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL LOCATIONS OF DATA BOXES AND

ELECTRICAL OUTLETS, TEMPORARILY DISCONNECT, AND RELOCATE THOSE DEVICES AT

THE SAME LOCATION WITHIN THE NEW WORK, AND RECONNECT POWER AND DATA TO

PROPER PERFORMANCE LEVEL.

5. INTERIOR SPACE THAT IS NOT CONSIDERED PART OF THE PROJECT WORK AREA SHALL

BE PROTECTED BY A PHYSICAL BARRIER THAT SHIELDS OCCUPANTS IN ADJACENT

SPACES FROM AIRBORNE DUST AND DEBRIS.

6. 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.

7. DEMOLITION DEBRIS SHALL BE REMOVED DAILY 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.

8. NO ON-SITE BURNING SHALL BE ALLOWED.

9. PRIOR TO “CUTTING” INTO ANY WALL OR PORTION OF STRUCTURE, CONTRACTOR 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.

10. CONTRACTOR TO PROVIDE SAFETY TRAINING AND A WORKPLACE ENVIRONMENT

CONSISTENT WITH OSHA AND STATE LABOR RULES AND REGULATIONS.

REMOVE DAMAGED GYPSUM BOARD AND PLASTIC LAMINATE COUNTER SILL AT

EACH WINDOW LOCATION. (SEE DRAWINGS FOR NEW CONDITION)

REMOVE ALUMINUM STOREFRONT WINDOW SYSTEM. RETAIN EXISTING DOOR

AND AUTOMATIC DOOR-OPENING BUTTON IN PLACE.

RETAIN ALUMINUM STOREFRONT WINDOW AND DOUBLE DOOR SYSTEM IN

PLACE.

REMOVE METAL SOFFIT AND SUPPORT STRUCTURE IN ENTRY ALCOVE

RETAIN HOSE BIB LOCATION AND ACCESS. DO NOT DAMAGE DURING DEMOLITION

AND RENOVATION. ENSURE OPERATION AFTER RENOVATION IS COMPLETE.

RETAIN SIAMESE FIRE HOSE CONNECTION, AND ENSURE CONTINUOUS

OPERATION DURING AND AFTER DEMOLITION AND RENOVATION.

RETAIN FIRE ALARM STROBE, AND ENSURE CONTINUOUS OPERATION DURING

AND AFTER DEMOLITION AND RENOVATION.

REMOVE CARPET IN PERIMETER OFFICES.

CARPET IN "OPEN-OFFICE" AREAS IS TO BE REMOVED THE DEPTH OF ONE

CUBICLE, APPROXIMATELY 7'-0".

REMOVE AND REPLACE STEEL LINTEL ABOVE ORIGINAL OPENING TO MATCH

ORIGINAL SIZE AND SHAPE.

REMOVE EXISTING WINDOWS. MAINTAIN SECURE ACCESS TO BUILDING UNTIL

NEW WINDOWS ARE INSTALLED.

EXISTING LOCATION OF DUPLEX RECEPTACLE - REMOVE DURING DEMOLITION OF

WALL. RETAIN & RECONNECT IN SAME LOCATION DURING NEW CONSTRUCTION.

ALL RECEPTACLES MAY NOT BE SHOWN.

A021

3 4 5 6 7 8 9 10

C.9

D.3

WAITING

RECEPTION

OFFICE

VESTIBULE

OFFICE

317 OFFICE

OFFICE

BREAK ROOM/

VENDING

WOMEN'S

RESTROOM

A021

REMOVE EXISTING EIFS FINISH AND PREPARE ORIGINAL MASONRY FINISH

INTERIOR PARTITION TO

REMAIN - DO NOT

DISTURB DURING

RENOVATION

G E

A N

D P

O R

N R

ECF

E A

LINE OF

DISTURBANCE

ADJACENT

STRUCTURE

158' - 11 1/2"

N.I.C.

RAIN LEADER

A021 3

A2023

1.5

G.1

H.1 H.2

HHH

HHHHH

CROSS-HATCH

AREA NOT IN CONTRACT

CONCRETE LANDING TO

REMAIN

REMOVE CONCRETE

PLANTER

REMOVE EXISTING

CONCRETE STEPS

REMOVE EXISTING

CONCRETE SIDEWALK

REMOVE EXISTING

CONCRETE RAMP AND

RAILING

REMOVE HANDRAIL & HANDRAIL

BRACKETS AT EXTERIOR WALL

REPAIR EXISTING WALL

AFTER DEMO OF RAILING

REMOVE CONCRETE

PLANTER

AAAAA

13' - 2"11' - 0"12' - 0"12' - 0"12' - 0"10' - 0"12' - 6" G

REMOVE EXISTING EIFS FINISH

EXISTING STRUCTURE TO BE

WRAPPED WITH NEW COLUMN

SURROUND

5TH STREET

A V

E R

Y S

T R

E E

21' - 3 1/4"

7' - 4 1/4" 6' - 11" 7' - 0"

L L L

1. EXISTING LAY IN-GRID CEILINGS AND LIGHTING MAY BE USED AS PART OF RENOVATION.

ANY DAMAGE CAUSED TO EXISTING MATERIAL IS TO BE REPAIRED AND/OR REPLACED BY

CONTRACTOR.

2. ALL STEEL LINTELS SHALL HAVE RUST REMOVED, BE SCRAPED CLEAN, AND REFINISHED

w/ RUST INHIBITING PAINT.

3. REPLACEMENT OF STEEL LINTELS IS TO BE PERFORMED FROM THE EXTERIOR OF THE

BUILDING. PROPER SHORING OF EXISTING LINTELS IS TO OCCUR DURING REPLACEMENT

THAT SHALL PROTECT STRUCTURE AND OCCUPANTS FROM ANY UNFORESEEN EVENT OR

FAILURE.

4. REMOVE QUAD-LITE RIBBON WINDOWS FROM EXTERIOR OF BUILDING ON AVERY & 5TH

STREET. EXERCISE CAUTION IN REMOVING WINDOWS, AS INTERIOR WOOD SUPPORT MAY

BE COMPROMISED BY WATER DAMAGE. REMOVE ANY AND ALL WOOD FRAMING THAT

SUPPORTS EXISTING WINDOW BEHIND FACADE.

5. REMOVE EIFS FROM EXISTING BRICK AND LIMESTONE SUBSTRATE (TYPICAL). EMPLOY

DRY-ICE CLEANING FOR COMPLETE REMOVAL OF GLUE, CEMENT, AND MECHANICAL

FASTENERS. REMOVE ANY AND ALL SUPPORTING "BATTEN" STRIPS USED TO SUPPORT

EIFS.

6. DIMENSIONS STATED ON 5TH & AVERY STREET ARE INDICATING ASSUMED LOCATION &

WIDTH OF ORIGINAL OPENING IN FACADE.

1. ENTRANCE TO BUILDING ON ST. CLOUD ALLEY TO REMAIN OPERATIONAL DURING

DEMOLITION.

2. PRIOR TO ANY DEMOLITION, CONTRACTOR TO PROVIDE PROTECTED ACCESS FROM

PARKING LOT TO ENTRANCE ON ST. CLOUD ALLEY FOR VISITORS & OCCUPANTS OF

BUILDING.

ALPHA ASSOCIATES, INC.

209 PRAIRIE AVENUE

MORGANTOWN, WV 26501

PHONE/FAX: 304-296-8216

TOLL FREE: 800-640-8216

www.thinkALPHAfirst.com

REVISIONS

PROJ. NO.:

DATE:

SHEET NO.:

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A011

3RD FLOOR DEMOLITION

PLAN

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DEMOLITION PLAN GENERAL NOTES

DEMOLITION PLAN KEYED NOTES

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

3RD FLOOR DEMOLITION PLAN

No. ITEM DATE

DEMOLITION PLAN TYPICAL WORK NOTES

DEMOLITION SHEET NOTES - ST. CLOUD

P L A N

3 4 5 6 7 8 9 102

C.9

D.3

G E

A N

D P

O R

N R

H F

O R

D M

LINE OF

DISTURBANCE

LINE OF

DISTURBANCE

REMOVE EXISTING EIFS FINISH AND PREPARE ORIGINAL MASONRY FINISH FOR NEW INSULATED METAL PANEL SYSTEM

ADJACENT

STRUCTURE

ROOF

158' - 11 1/2"

OPEN OFFICE

WAITING

OFFICE

510 OFFICE

OFFICE

ABANDONED RAIN LEADER

CONTRACTOR TO VERIFY

THAT LEADER IS ABANDONED

RAIN LEADER

A201 3

A202

A021 3

A2023

G.1

H.1 H.2

H I

CROSS-HATCH

AREA NOT IN CONTRACT

JA A A A A A A

A J

8' - 0" 8' - 0" 12' - 0" 12' - 0" 12' - 0" 8' - 0" 8' - 0"

LLL