TOILET ACCESSORY TAG

Room name

101

150 SF

ROOM TAG: NAME, NUMBER, AREA

A101

1SIM

LC

101 DOOR TAG

DETAIL NUMBER & SHEET REFERENCE(SIM: SIMILAR, OPP: OPPOSITE, MIR: MIRRORED)

CENTERLINE

A101

1 Ref

1

Ref

1 Ref

1

Ref

INTERIOR ELEVATION TAG:DRAWING NUMBER & SHEET REFERENCE

EXTERIOR ELEVATION TAG:DRAWING NUMBER & SHEET REFERENCE

ELEVATION LEVEL REFERENCE

SECTION TAG REFERENCE

A101

1

Ref

1

Ref

1

Ref

1

Ref

SPOT ELEVATION REFERENCE

1i

1t

PARTITION TYPE TAG

SHEET DRAWING REFERENCE:NUMBER, NAME, & SCALE

WINDOW TYPE TAG

SYMBOLS LEGEND

KEYNOTE TAG (REFER TO ASSOCIATED SHEET NOTES)

1View Name1/8" = 1'-0"

NameElevation

1

A101

SIM

X

FFE TAG1i

X

DetailDTL

TLT Toilet

Curtain Wall

PLBG Plumbing

VB Vinyl Base

Expansion JointEJ

Glass Fiber Reinforced GypsumGFRG

Unless Otherwise NotedUON

On Center

Opposite

OC

OD

PLAM

OPP

Plastic Laminate

Outside Diameter

RadiusRoof drain

PaintedPlywood

PTDPLWD

PT

RRD

RevisionRequired

Room

Reference, Refrigerator

REVREQD

RM

RO

REF

Rough opening

Sound Attenuation Blanket

Pressure Treated

Schedule

Similar

SCHED

SIM

SAB

RTU

Structure, Structural

Steel

Storage

STRUCTSST

STOR

STL

SPEC

SF

Stainless Steel

Specification

Square foot

Roof Top Unit

Typical

Top of

Temporary, Temperature

TOW

TYP

TO

TEMP

Water ClosetWith

Vertical

Underwriters Laboratory

WCW/

VWC

VCTVERT

UL

Vinyl Composition Tile

Vinyl Wall covering

Top of wall

WoodWDWO Window Opening

FEC

FHC

FLRFD

Floor

AFF

A/CACT Acoustical Ceiling Tile

Above Finished Floor

Air Conditioning

GFRC Glass Fiber Reinforced Concrete

GA

GALV

GC

Gauge

FP Fire Protection

HCHM

GWB

APPROXAP

ARCH

ALTALUM

ANOD

BO

BLKG

BD

BITUM

Blocking

Bottom Of

Bituminous

Board

Anodize

Access Panel

Architect, Architecture

Approximate

AlternateAluminum

INSUL

INV

Interior

Invert

HORIZ

HVACHT

HP

Height

JAN Janitor

INT

CLGCJ

CMU

CAB

CT

COLCONC

CPT

CONT Continuous

CarpetCeramic Tile

Concrete Masonry Unit

ConcreteColumn

CeilingControl Joint

Cabinet

MIN

MAX

MECH

NIC

MO

MTL Metal

MISCMM

DIA

DIMDN

DWG

DF

EWC

EXP

EPSEQ

ELEV

EL

Electric Water Cooler

Exposed

Elevation

Equal

Elevator

Expanded Polystyrene

Drawing, Drawings

Diameter

DimensionDown

Drinking Fountain

NO

NOMNTS

EXT Exterior

Number

Nominal

Not in contract

Not to scale

Masonry Opening

Minimum

MiscellaneousMillimeter

Maximum

Mechanical

Insulation

Horizontal

High Point

Heating, Ventilation, and Air Conditioning

Hollow CoreHollow Metal

Gypsum Wallboard

Galvinized

General contractor

Fire Hose and Valve Cabinet

Fire Extinguisher Cabinet

Floor drain

CW

Opposite HandOHOverheadOHD

FRP Fiberglass Reinforced Plastic

RWC Rainwater conducter

Verify In FieldVIF

Open To StructureOTS

ABBREVIATIONS

CG Corner Guard

C CenterlineL

DownspoutDS

DBL DoubleWP Waterproofing

FT Feet

ELEC Electric, Electrical

TOP Top of Parapet

Sprayed Fire-Resistant MaterialsSFRM

XPS Extruded Polystyrene

Polyvinyl chloridePVC

PNT Paint

Owner Furnished / Owner InstalledOFOI

Owner Furnished / Contractor InstalledOFCI

CFCI Contractor Furnished / Contractor Installed

MFR Manufacturer

LAV

LP

Lavatory

Low Point

FIP Foamed-In-Place

BH

A J

ob N

um

ber:

ISS

UE

D F

OR

CO

NS

TR

UC

TIO

N 1

0.03

.201

9

ISSUE INFORMATION

Issued for Bid 07.12.2019OWNER

Glassboro Associates, L.P.532 Township Line RdBlue Bell, PA 19422phone: 215.542.8017

CONTACT PERSON: SHAWN WISEN

ARCHITECT

Blackney Hayes Architects150 S. Independence Mall West, Suite 1200

Philadelphia, PA 19106phone: 215.829.0922

facsimile: 215.829.0596CONTACT PERSON: Darin Jellison

Andi Saracco

M/P/FP

Moore Consulting Engineers, LLC457 Oakshade RoadShamong, NJ 08088phone: 609.268.0500

fax:609.268.5050CONTACT PERSON: JEFF MOORE

ZACHARY RYTER

STRUCTURAL

MacIntosh Engineering1255 Drummers Lane

Suite 201Wayne, PA 19087

phone: 484.475.2180fax:484.475.2181

CONTACT PERSON: STEVE KRUMENACKER JOE BRISCELLA

TENANT

Rowan University Facilities40 North Academy Street

Glassboro, NJ 08028phone: 856.256.4507

CONTACT PERSON: ARIJIT DE

Issued for Bid 08.23.2019

Issued for Bid 09.18.2019

Issued for Construction 10.03.2019

10/3

/201

9 9

:53:2

1 A

MCassady Maintenance Building Demolition

40 North Academy Street,Glassboro, NJ 08028

Cas

sady

Mai

nten

ance

Bui

ldin

g D

emol

ition

40 N

orth

Aca

dem

yS

tree

t,G

lass

boro

, NJ

0802

8

19-0

35

SHEET LIST

SHEET NUMBER SHEET NAME

_CS Project Cover Sheet

AD1.0 Demolition Plans

MEP1.0 Demolition Plan

C1.1 Conceptual Site Plan

AREA OF WORK

SITE LOCATION

UP

UP

UP

UP

4

1

2

3

5 5 5 5

55 5

OPEN TO BELOW OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW OPEN TO BELOW

NEW TEMPORARY WALL: 5/8" EXTERIOR GRADE PLYWD ON EA SIDE OF 2X6 WD STUDS @ 16" OC. COAT EXTERIOR FACE OF PLYWD WITH LIQUID APPLIED WEATHER RESISTIVE BARRIER.

EXISTING PARTITION TO BE REMOVED

EXISTING DOOR TO BE REMOVED

NEW DOOR IN TEMPORARY WALL

DEMOLITION LEGEND

DEMOLITION KEYNOTES

REMOVE AND SALVAGE EXISTING 12'-0" WIDE OVERHEAD DOOR AND TRACK. REINSTALL WHERE DESIGNATED IN RENOVATION OF 70 SEWELL STREET. SEE SEPARATE DOCUMENT SET FOR 70 SEWELL STREET FOR ADDITIONAL DETAILS.

CONSTRUCT TEMPORARY WALL IN EXISTING OPENING TO PROVIDE SECURITY OF BUILDING DURING OCCUPANCY.

FURNISH AND INSTALL (1) 3'-0"x7'-0" INSULATED HM DOOR AND HM FRAME IN TEMPORARY WALL.

EXISTING OIL SEPARATOR TO BE REMOVED AND AREA TO BE REMEDIATED. ONCE ENVIRONMENTAL OPERATIONS ARE COMPLETE, INFILL WITH SPECIFIED MATERIAL, AND CAP WITH NEW 6" CONCRETE SLAB REINFORCED WITH WWF.

REMOVE AND SALVAGE EXISTING OVERHEAD DOOR AND TRACK. (2) 10'-0" WIDE DOORS ARE REQUIRED FOR REINSTALLATION WHERE DESIGNATED IN THE RENOVATION OF 70 SEWELL STREET. OWNER TO SELECT FROM AVAILABLE DOORS AND DESIGNATE WHICH (2) TO BE RELOCATED PRIOR TO REMOVAL. SEE SEPARATE DOCUMENT SET FOR 70 SEWELL STREET FOR ADDITIONAL DETAILS. FURNISH AND INSTALL TEMPORARY WALL AND (1) 3'-0"x7'-0" INSULATED HM DOOR AND HM FRAME IN EACH OPENING WHERE OVERHEAD DOOR IS REMOVED DURING OCCUPANCY OF CASSADY.

1

2

3

DEMOLITION GENERAL NOTES

1. AIA GENERAL CONDITIONS A-201 1997 OR CURRENT ISSUE IS INCORPORATED BY REFERENCE.

2. SCOPE:A. REMOVE THE ENTIRE BUILDING DESIGNATED "CASSADY" DOWN

TO TOP OF EXISTING SLAB. REMOVE EXTERIOR WALLS TO TOP OF EXISTING SLAB; RETAIN FOUNDATION WALLS, FOOTINGS, CONCRETE LOADING DOCK, AND SLAB-ON-GRADE.

B. REMOVE OTHER ITEMS INDICATED FOR SALVAGE AND RELOCATION. COORDINATE REMOVAL SEQUENCE WITH OWNER OCCUPATION SCHEDULE.

C. FILL EXCAVATIONS, OPEN PITS, AND HOLES IN GROUND AREAS GENERATED AS RESULT OF REMOVALS, USING SPECIFIED FILL; COMPACT FILL AS REQUIRED SO THAT REQUIRED ROUGH GRADE ELEVATIONS DO NOT SUBSIDE WITHIN ONE YEAR AFTER COMPLETION.

3. GENERAL PROCEDURES AND PROJECT CONDITIONSA. COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR

DEMOLITION OPERATIONS AND SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC.a. OBTAIN REQUIRED PERMITS.b. TAKE PRECAUTIONS TO PREVENT CATASTROPHIC OR

UNCONTROLLED COLLAPSE OF STRUCTURES TO BE REMOVED; DO NOT ALLOW WORKER OR PUBLIC ACCESS WITHIN RANGE OF POTENTIAL COLLAPSE OF UNSTABLE STRUCTURES.

c. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES.

d. USE PHYSICAL BARRIERS TO PREVENT ACCESS TO AREAS THAT COULD BE HAZARDOUS TO WORKERS OR THE PUBLIC.

e. CONDUCT OPERATIONS TO MINIMIZE EFFECTS ON AND INTERFERENCE WITH ADJACENT STRUCTURES AND OCCUPANTS.

f. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMIT.

g. CONDUCT OPERATIONS TO MINIMIZE OBSTRUCTION OF PUBLIC AND PRIVATE ENTRANCES AND EXITS; DO NOT OBSTRUCT REQUIRED EXITS AT ANY TIME; PROTECT PERSONS USING ENTRANCES AND EXITS FROM REMOVAL OPERATIONS.

h. OBTAIN WRITTEN PERMISSION FROM OWNERS OF ADJACENT PROPERTIES WHEN DEMOLITION EQUIPMENT WILL TRAVERSE, INFRINGE UPON OR LIMIT ACCESS TO THEIR PROPERTY.

B. DO NOT BEGIN REMOVAL UNTIL RECEIPT OF NOTIFICATION TO PROCEED FROM OWNER. BUILDING WILL BE OCCUPIED UNTIL RELOCATION OF EQUIPMENT AND STAFF TO 70 SEWELL STREET IS COMPLETE.

C. DO NOT BEGIN REMOVAL UNTIL BUILT ELEMENTS TO BE SALVAGED OR RELOCATED HAVE BEEN REMOVED.

D. PROTECT EXISTING STRUCTURES AND OTHER ELEMENTS THAT ARE NOT TO BE REMOVED.a. PROVIDE BRACING AND SHORING.b. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT

STRUCTURES.c. STOP WORK IMMEDIATELY IF ADJACENT STRUCTURES

APPEAR TO BE IN DANGER.E. MINIMIZE PRODUCTION OF DUST DUE TO DEMOLITION

OPERATIONS; DO NOT USE WATER IF THAT WILL RESULT IN ICE, FLOODING, SEDIMENTATION OF PUBLIC WATERWAYS OR STORM SEWERS, OR OTHER POLLUTION.

F. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING REMOVAL OPERATIONS, STOP WORK AND NOTIFY ARCHITECT AND OWNER; HAZARDOUS MATERIALS INCLUDE REGULATED ASBESTOS CONTAINING MATERIALS, LEAD, PCB'S, AND MERCURY.

4. EXISTING UTILITIESA. COORDINATE WORK WITH UTILITY COMPANIES; NOTIFY

BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS; OBTAIN REQUIRED PERMITS.

B. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE.C. DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM

AUTHORITY HAVING JURISDICTION.D. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING LIFE SAFETY

SYSTEMS THAT ARE IN USE WITHOUT AT LEAST 7 DAYS PRIOR WRITTEN NOTIFICATION TO OWNER.

E. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING UTILITY BRANCHES OR TAKE-OFFS THAT ARE IN USE WITHOUT AT LEAST 3 DAYS PRIOR WRITTEN NOTIFICATION TO OWNER.

F. LOCATE AND MARK UTILITIES TO REMAIN; MARK USING HIGHLY VISIBLE TAGS OR FLAGS, WITH IDENTIFICATION OF UTILITY TYPE; PROTECT FROM DAMAGE DUE TO SUBSEQUENT CONSTRUCTION, USING SUBSTANTIAL BARRICADES IF NECESSARY.

G. REMOVE EXPOSED PIPING, VALVES, METERS, EQUIPMENT, SUPPORTS, AND FOUNDATIONS OF DISCONNECTED AND ABANDONED UTILITIES.

H. REFER TO MEPFP DRAWINGS AND NARRATIVE FOR ADDITIONAL INFORMATION.

5. DEBRIS AND WASTE REMOVALA. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.B. LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT

WORK.C. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM PUBLIC

AND PRIVATE LANDS.

4

5

Warning: Actual conditions may vary from conditions shown on this drawing. Confirm all information in the field before proceeding with any work and notify the Architect in writing if a variation is discovered.

Release

BHA Job Number:

Scale:

Drawn By:

Checked By:

Approved By:

Sheet No.

© Copyright 2019 Blackney Hayes Architects

Seal

Sheet Title:

Project:

CONTACT PERSON: DARIN JELLISON ANDI SARACCO

Date Comments

Project Address:

This drawing is not to be copied or transmitted in any form without the express written authorization of Blackney Hayes Architects. All ideas and concepts depicted or suggested in this drawing are the property of Blackney Hayes Architects.

DUTY TO INSPECT CONTRACT DOCUMENTS PRIOR

TO STARTING WORK: Any party who relies in part or whole on the content of these Construction Documents shall, before beginning any work, be responsible for fully inspecting the complete set of Contract Documents, including all Drawings, Specifications, and Addenda, for completeness, conflicts, scope of work, and suitability for constructing the building. All parties relying on these documents represent that they have expertise in the area of their responsibility and are knowledgeable regarding industry standards, product requirements and code requirements and therefore are qualified to fully evaluate and interpret the contract documents. All parties relying on these documents must, prior to beginning work, submit all requests for clarifications and additional information to the Architect in writing. All parties who begin work

hereby certify that the documents are suitable for

their intended purposes unless noted in specific

written exception beforehand.

Moore Consulting Engineers, LLCCONTACT PERSON: JEFF MOORE

ZACHARY RYTER

M/E/P/FP:

MacIntosh EngineeringCONTACT PERSON: STEVE KRUMENACKER

JOE BRISCELLA

STRUCTURAL:

Industrial Investments, Inc.CONTACT PERSON: SHAWN WISEN

OWNER:

Rowan University Facilities CONTACT PERSON: ARIJIT DE

TENANT:

As indicated

10/3

/201

9 9:

53:2

2 A

M

AD1.0

Demolition Plans

CassadyMaintenanceBuilding Demolition

19-035

TL

CM

DJ

40 North Academy Street,

Glassboro, NJ 080281/8" = 1'-0"2

First Floor Demolition Plan

1/8" = 1'-0"1

Mezzanine Demolition Plan

N

N

10.03.19 Issued for Construction

UP

UP

DEMOLITION PLAN

MEP1.0

ZCR

SLC

JAM457 Oakshade Road Shamong, NJ 08088

Tel: (609) 268-0500 Fax: (609) 268-5050

JEFFREY A. MOORE, PE

PROFESSIONAL ENGINEER

NJ LIC. NO. 24GE04051000

NJ AUTH. NO. 24GA28120100

MCE PROJECT #19036

MOORE

CONSULTING ENGINEERS, LLC

Warning: Actual conditions may vary from conditions

shown on this drawing. Confirm all information in the field

before proceeding with any work and notify the Architect

in writing if a variation is discovered.

Release

BHA Job Number:

Scale:

Drawn By:

Checked By:

Approved By:

Sheet No.

© Copyright 2019 Blackney Hayes Architects

Seal

Sheet Title:

Date Comments

This drawing is not to be copied or transmitted in any

form without the express written authorization of

Blackney Hayes Architects. All ideas and concepts

depicted or suggested in this drawing are the property of

Blackney Hayes Architects.

DUTY TO INSPECT CONTRACT DOCUMENTS PRIOR

TO STARTING WORK :

Any party who relies in part or whole on the content of

these Construction Documents shall, before beginning

any work, be responsible for fully inspecting the complete

set of Contract Documents, including all Drawings,

Specifications, and Addenda, for completeness, conflicts,

scope of work, and suitability for constructing the

building. All parties relying on these documents represent

that they have expertise in the area of their responsibility

and are knowledgeable regarding industry standards,

product requirements and code requirements and

therefore are qualified to fully evaluate and interpret the

contract documents. All parties relying on these

documents must, prior to beginning work, submit all

requests for clarifications and additional information to

the Architect in writing. All parties who begin work

hereby certify that the documents are suitable for

their intended purposes unless noted in specific

written exception beforehand.

AS NOTED

19-035

09/06/19 ISSUED FOR BID

Project:

CONTACT PERSON: DARIN JELLISON

ANDI SARACCO

CassdyMaintenanceBuilding Demolition40 North Academy Street,Glassboro, NJ 08028

Project Address:

Moore Consulting Engineers, LLC

CONTACT PERSON: JEFF MOORE

ZACHARY RYTER

M/E/P/FP:

MacIntosh Engineering

CONTACT PERSON: STEVE KRUMENACKER

JOE BRISCELLA

STRUCTURAL:

Industrial Investments, Inc.

CONTACT PERSON: SHAWN WISEN

OWNER:

Rowan University Facilities

CONTACT PERSON: ARIJIT DE

TENANT:

10/03/19 ISSUED FOR CONSTRUCTION