4-22-038 LCMB PHASE II 00 COMBINED ISSUED FOR BIDDING.pdf

PDF 10 MB Posted Jul 7, 2026

Attached to: Lebanon County Municipal Building – Phase II Renovations, 400 South 8th Street, Lebanon, PA 17042 - General Construction; HVAC Construction; Plumbing Construction; and Electrical Construction Contracts
Solicitation number: Not on record
Issued by: Lehigh County, Pennsylvania

About this file

Written by GovTribe AI · Jul 13, 2026

Lebanon County Municipal Building – Phase II Renovations Bid Documents

This document is a comprehensive bid set of architectural and construction drawings for the Lebanon County Municipal Building Phase II Renovations project located at 400 South 8th Street, Lebanon, Pennsylvania 17042. The project encompasses office area renovations on the ground and first floors of the existing municipal building, with an area of work totaling approximately 6,140 square feet on the ground floor and 9,796 square feet on the first floor. The scope includes demolition, interior partitioning, casework installation, plumbing fixture placement, HVAC systems, electrical systems, ceiling modifications, and flooring installations across multiple office, conference, restroom, storage, and support spaces. The drawings specify construction classifications as Level 2 Alterations under the 2021 International Building Code, with applicable fire-rated construction requirements, accessibility standards per ANSI A117.1-2017, and compliance with Pennsylvania prevailing wage requirements. Separate sealed bids are due electronically via PennBid no later than 1:00 PM on Thursday, August 6, 2026, for four distinct contracts: General Construction, Plumbing Construction, Mechanical Construction, and Electrical Construction. A non-mandatory pre-bid meeting is scheduled for Tuesday, May 12, 2026, at 2:00 PM at the project site, with complete bid documents available at no cost beginning July 7, 2026, via PennBid. Bids must remain valid for 60 days following the opening date, and the successful bidders will be required to furnish performance and payment bonds each equal to 100% of the respective contract prices.

Bid security of not less than 10% of the base bid amount is required with each proposal submission, submitted either as a bid bond or certified check. The project involves coordination with ongoing county building operations and integration of disconnections and isolation for electrical, HVAC, and plumbing systems to maintain unaffected operations outside the abatement areas. The architectural drawings include detailed specifications for wall types, finishes, door and window schedules, toilet room fixtures and accessories, casework details, and specialized construction requirements including moisture-resistant gypsum board in wet areas, fire-stop assemblies at rated wall penetrations, and acoustical treatments. No specific contract award value or budget range is disclosed in the available bid documents; however, the bid structure includes a base bid for all work, one alternate bid for subcontracted MEP equipment isolation costs, four allowances for additional work items, and four unit prices for specific removal tasks and mobilizations. The project design professionals include Beers & Hoffman Architecture as the architect, Moore Engineering for mechanical and electrical engineering, and FIDEVIA for plumbing engineering, with all documents marked as issued for bidding on July 7, 2026.

View the file

Other files

File	Type	Posted
2-22-038 LCMB Bid Specs - Volume II.pdf	PDF	Jul 7, 2026
1-22-038 LCMB Bid Specs - Volume I.pdf	PDF	Jul 7, 2026
3-22-038 LCMB Bid Specs - Volume III.pdf	PDF	Jul 7, 2026
1-Specifications Lebanon County Municipal Building Abatement Project 050526.pdf	PDF	May 5, 2026
3-Addendum No 1 Lebanon County Municipal Building Abatement Project 051226.pdf	PDF	May 5, 2026
2-Drawings Lebanon County Municipal Building Abatement Project 051226.pdf	PDF	May 5, 2026

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Room Name

00 SF/PP

F-5

0000 SF100

0000 MAX

-- ACT

ROOM NAME

150 SF

A A

WIDTH

CAP

LOAD

IN/OCC

99"

.x"

100A

CW01

PROJECT

NORTH

A###

Sim

S im

Sim

S im

T R

U E

N O

R T

A101

1 SIM

P1.2

VIEW NUMBER

SHEET NUMBER

VIEW NUMBER

SHEET NUMBER

CENTERLINE FACE OF

ROOM NAME

ROOM NUMBER

ROOM AREA/DIMS

ROOM

NUMBER ROOM AREA

MAX # OF

OCCUPANTS

ACTUAL # OF

OCCUPANTS

AREA

CLASSIFICATION

DOOR NUMBER

OPENING WIDTH

MAX # OF OCCUPANTS

ACTUAL # OF OCCUPANTS

ALLOWED INCHES PER

OCCUPANT

100A

A101

Sim

VIEW NUMBER

SHEET NUMBER

CALLOUTS

REVISION CLOUD

SECTION MARK

ELEVATION MARKS

EXTERIOR INTERIOR

ROOM TAGS

DOOR TAGS

COLUMN GRID TAGS

CENTERLINE

WALL TAG

WINDOW TAG

ALUMNINUM

FRAME TAG

W40

1i cL

NORTH ARROWS

DEMOLITION

TAG

A101

Sim

SPECIALTY

EQUIPMENT

TAG

PLUMBING

FIXTURE TAG

GENERAL CONSTRUCTION NOTES

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS PRIOR TO START OF WORK.

2. CONTRACTOR SHALL COMPLY WITH AND PERFORM WORK IN

ACCORDANCE WITH ALL APPLICABLE LAWS, STATUTES,

ORDINANCES, LAWFUL ORDERS AND REGULATIONS. IF THE

CONTRACTOR RECOGNIZES THAT PORTIONS OF THE

CONTRACT DOCUMENTS DO NOT CONFORM WITH APPLICABLE

STANDARDS, THE CONTRACTOR SHALL PROMPTLY NOTIFY

THE ARCHITECT, THE CONSTRUCTION MANAGER (IF

APPLICABLE) AND THE OWNER, IN WRITING, BEFORE

PROCEEDING WITH THE WORK.

3. THE CONTRACTOR SHALL NOT SCALE DRAWINGS.

DIMENSIONS ARE LABELED ON DRAWINGS. IN THE EVENT OF

OMISSION OR DISCREPANCY OF NECESSARY DIMENSIONS OR

INFORMATION, NOTIFY THE ARCHITECT IN WRITING.

4. EACH CONTRACTOR SHALL COORDINATE ITS WORK WITH

OTHER TRADES. EACH CONTRACTOR WHO FAILS TO

COORDINATE ITS WORK WITH OTHER TRADES SHALL BEAR ALL

COSTS OF EACH TRADE TO REMEDY THE RELATED

CONDITION, INCLUDING DISCONNECTION, REMOVAL, PATCHING,

AND RE-INSTALLATION OF AFFECTED ELEMENTS.

5. EACH CONTRACTOR SHALL PROTECT ALL ADJACENT

CONSTRUCTION AND SYSTEMS FROM DAMAGE BY ITS WORK.

EACH CONTRACTOR WHO FAILS TO SUFFICIENTLY PROTECT

ADJACENT CONSTRUCTION SHALL BEAR ALL COSTS OF

REPAIR OR REPLACEMENT OF ADJACENT CONSTRUCTION OR

SYSTEMS. DAMAGE TO ELEMENTS TO REMAIN SHALL BE

PATCHED AND REPAIRED.

6. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS AND

TESTING WITH OWNER'S INDEPENDENT TESTING AGENCY AND

LOCAL CODE OFFICIALS.

7. PLAN DIMENSIONS ARE TO FACE OF STUD, FACE OF

MASONRY OR CENTERLINE OF COLUMN, UNLESS NOTED

OTHERWISE.

8. ALL DIMENSIONS LISTED AS 'CLEAR', 'HOLD', 'MIN.' OR 'MAX.'

ARE ABSOLUTE AND NOT SUBJECT TO CONSTRUCTION

TOLERANCES.

9. EXISTING CONSTRUCTION IS SHOWN FOR REFERENCE ONLY

AND IS ASSUMED. FOR ANY EXISTING CONSTRUCTION

AFFECTED BY NEW WORK, INCLUDING DEMOLITION, VERIFY IN

FIELD.

10. CIVIL, STRUCTURAL, ELECTRICAL, PLUMBING, HVAC AND

FOOD SERVICE INFORMATION SHOWN ON THE ARCHITECTURAL

DRAWINGS ARE FOR REFERENCE ONLY. REFER TO EACH

DISCIPLINE'S DRAWINGS FOR SPECIFIC INFORMATION.

11. FOR ALL INSTALLED EQUIPMENT, PLUMBING FIXTURES,

DOORS, WINDOWS, ETC., VERIFY ALL ROUGH OPENING

DIMENSIONS WITH MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

12. PROVIDE CONCEALED, IN-WALL BLOCKING, SUFFICIENT TO

SUPPORT ALL CASEWORK, PLUMBING FIXTURES, TOILET

ACCESSORIES, SPECIALTY EQUIPMENT AND MISCELLANEOUS

ITEMS.

13. ALL CODE REQUIRED SIGNAGE SHALL BE INCLUDED IN

CONTRACT. QUANTITY, TYPE AND LOCATIONS TO BE

APPROVED BY CODE OFFICIAL.

14. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION OF ALL MATERIALS,

FIXTURES, AND EQUIPMENT. CONTRACTOR SHALL ADHERE TO

MANUFACTURER'S REQUIREMENTS TO OBTAIN WARRANTY.

15. CONTRACTOR SHALL PROVIDE CONTROL JOINTS AS PER

INDUSTRY RECOMMENDED STANDARDS OR MANUFACTURER

REQUIREMENTS, WHICHEVER IS MORE LIMITING, IN ALL

MATERIALS, INCLUDING BUT NOT LIMITED TO CONCRETE,

MASONRY, FINISHES AND GYPSUM BOARD.

16. EACH CONTRACTOR SHALL PREPARE ALL SUBSTRATES AS

REQUIRED FOR INSTALLATION OF THEIR PORTION OF WORK.

17. FOR ANY PENETRATION THROUGH RATED CONSTRUCTION,

PROVIDE DAMPERS, COLLARS, SLEEVES, SEALANT OR OTHER

FIRESTOPPING ASSEMBLY AS REQUIRED TO MAINTAIN RATING

OF PENETRATED CONSTRUCTION AND PREVENT THE SPREAD

OF SMOKE AND FIRE AS PER NFPA. THE FIRESTOPPING

ASSEMBLY FOR EACH PENETRATION SHALL BE BY THE

CONTRACTOR MAKING THE PENETRATION, UNLESS NOTED

OTHERWISE.

18. PROVIDE PATCHING AND LEVELING COMPOUNDS AS

REQUIRED FOR INSTALLATION OF ALL FLOOR FINISHES.

19. ALL EXTERIOR STEEL SHALL BE HOT DIPPED GALVANIZED,

PRIMED AND PAINTED, TYP, UNO.

20. SLOPE ALL CONCRETE AND GRADE AWAY FROM BUILDING

AT 1/4" PER FOOT, TYP, UNO.

21. ALL EXTERIOR WOOD FRAMING AND BLOCKING SHALL BE

PRESSURE TREATED.

22. ALL ALUMINUM WRAPPED PRESSURE TREATED WOOD

SHALL HAVE SLIP SHEET BETWEEN ALUMINUM AND WOOD TO

PREVENT GALVANIC ACTION.

23. PROVIDE FASTENERS TO PREVENT GALVANIC ACTION AT

ALL PRESSURE TREATED WOOD LOCATIONS.

24. GRAB BARS, ACCESSORIES AND ANCHORAGE SHALL

HAVE SUFFICIENT STRENGTH TO SUSTAIN A WEIGHT OF 250

POUNDS FOR 5 MINUTES.

PRIME BIDDER, BIDDERS, OR ANY APPROVED THIRD PARTIES SHALL ONLY USE THE CONFIDENTIAL INFORMATION IN PERFORMING ITS OBLIGATIONS UNDER THIS PROJECT OR WITHIN THE SCOPE OF THE

LICENSE AND RIGHTS GRANTED PURSUANT THE AGREEMENT TO DIVULGE, DISCLOSE, PRODUCE,

PUBLISH, OR PERMIT ACCESS TO, WITHOUT THE PRIOR WRITTEN CONSENT OF THE COUNTY OR ITS

AGENT ANY CONFIDENTIAL INFORMATION.

“CONFIDENTIAL INFORMATION” MEANS PROPRIETARY INFORMATION CONCERNING THE COUNTY’S

DESIGN, PLANS, OPERATIONS, OR ASSETS OF COUNTY AND ITS RESPECTIVE CONTRACTORS OR

AFFILIATES, AND MAY INCLUDE, THE BID SPECIFICATION, AGREEMENTS, AND EXHIBITS HERETO, ALL INFORMATION OR MATERIALS PREPARED IN CONNECTION WITH THE WORK PERFORMED UNDER THIS

BID AND AGREEMENT, DESIGNS, DRAWINGS, SPECIFICATIONS, TECHNIQUES, MODELS, DATA,

DOCUMENTATION, SOURCE CODE, OBJECT CODE, DIAGRAMS, FLOW CHARTS, RESEARCH,

DEVELOPMENT, PROCESSES, PROCEDURES, KNOW-HOW, MANUFACTURING, DEVELOPMENT OR

MARKETING TECHNIQUES AND MATERIALS, DEVELOPMENT OR MARKETING TIMETABLES, STRATEGIES AND DEVELOPMENT PLANS, CUSTOMER, SUPPLIER OR PERSONNEL NAMES AND OTHER INFORMATION

RELATED TO CUSTOMERS, SUPPLIERS OR PERSONNEL, PRICING POLICIES AND FINANCIAL

INFORMATION, AND OTHER INFORMATION OF A SIMILAR NATURE, WHETHER OR NOT REDUCED TO

WRITING OR OTHER TANGIBLE FORM, AND ANY OTHER TRADE SECRETS.

CONFIDENTIAL INFORMATION DOES NOT INCLUDE:

• (A) INFORMATION KNOWN TO THE RECEIVING PARTY PRIOR TO OBTAINING THE SAME FROM THE

COUNTY;

• (B) INFORMATION IN THE PUBLIC DOMAIN AT THE TIME OF DISCLOSURE;

• (C) INFORMATION OBTAINED BY THE RECEIVING PARTY FROM A THIRD PARTY WITHOUT AN

OBLIGATION OF CONFIDENTIALITY KNOWN TO THE RECEIVING PARTY AND THAT IS NOT

DISCLOSED IN BREACH OF AN OBLIGATION TO KEEP SUCH INFORMATION CONFIDENTIAL;

• (D) INFORMATION APPROVED FOR PUBLIC RELEASE BY EXPRESS PRIOR WRITTEN CONSENT OF

AN AUTHORIZED OFFICER OF THE COUNTY

• (E) INFORMATION INDEPENDENTLY DEVELOPED BY THE RECEIVING PARTY

WITHOUT USE OF THE INFORMATION PROVIDED BY THE RECEIVING PARTY. THE RECEIVING PARTY

SHALL USE THE HIGHER OF THE STANDARD OF CARE THAT THE RECEIVING PARTY USES TO

PRESERVE ITS OWN CONFIDENTIAL INFORMATION OR A REASONABLE STANDARD OF CARE TO

PREVENT UNAUTHORIZED USE OR DISCLOSURE OF SUCH CONFIDENTIAL INFORMATION.

ALL BIDDERS NOT AWARDED THE CONTRACT SHALL DESTROY ALL PRINT AND DIGITAL COPIES

OF ALL DOCUMENTS WITHIN ONE WEEK AFTER THE BID AWARDS. THIS REQUIREMENT SHALL ALSO

APPLY TO ANY VENDORS, SUBCONTRACTORS, AND SUPPLIERS AND SHALL

BE ENFORCED BY BIDDER AND/OR COUNTY.

THESE DOCUMENTS SHALL NOT BE POSTED ON ANY PLAN REVIEW WEBSITE, INCLUDING BUT NOT LIMITED TO, DODGE REPORTS, CONSTRUCT-CONNECT, PENN BID, OR PA BUILDER'S EXCHANGE. THE

COUNTY CONSIDERS ALL DOCUMENTS AND INFORMATION RELATED TO THIS TO BE EXEMPT FROM

DISCLOSURE UNDER THE RIGHT TO KNOW LAW AND ANY OTHER APPLICABLE LAWS.

COUNTY OF LEBANON DISCLOSURE

DISSEMINATION OF CONFIDENTIAL INFORMATION.

@ AT

# / LB NUMBER OR POUND / POUND

ABV ABOVE

ACOUST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

A/C AIR CONDITIONING

ADA AMERICANS w/ DISABILITIES

ACT

ADD ADDENDUM / ADDITIONAL

ADH ADHESIVE

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE of

ARCHITECTS

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR / ANCHORAGE

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ATTN ATTENTION

AVG AVERAGE

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOD BOTTOM OF DECK

BOS BOTTOM OF STEEL

BOW BOTTOM OF WALL

BSMT BASEMENT

BTWN BETWEEN

BU BUILT UP

BULL BULLETIN

BRG BEARING

CAB CABINET

CER CERAMIC

CI CONTINUOUS INSULATION

CIP CAST IN-PLACE

CJ CONTROL JOINT

CLK CAULK

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPONENT(S)

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CTOP COUNTERTOP

CT CERAMIC TILE

CW CURTAIN WALL

D DRYER

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DISP DISPENSER

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION &

FINISH SYSTEM

ELEC ELECTRIC / ELECTRICAL

EL ELEVATION (HEIGHT)

ELEV ELEVATION (VIEW)

ELVR ELEVATOR

ENG ENGINEER

EPS EXTRUDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE(D)

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXAMPLE

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FIN FINISH / FINISHED

FL FLUSHED

FLR(G) FLOOR(ING)

FR FIRE RATED

FRT FIRE RETARDANT TREATED

FND FOUNDATION

FO FACE OF

FOB FURNISHED BY OTHERS

FOF FACE OF FINISH

FOW FACE OF WALL

FS FIRE STOP

FT FEET / FOOT

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GWB GYPSUM WALL BOARD

GC GENERAL CONTRACTOR

GL GLASS / GLAZING

GYP GYPSUM

H HIGH

HC HANDICAPPED

HCWD HOLLOW CORE WOOD DOOR

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HR HANDRAIL

HWD HARDWARE

HVAC HEATING, VENTILATING, AIR

CONDITIONING

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER / INTERIOR

DESIGN

IN INCHES

INC INCORPORATED

INCL INCLUD(ED)(ING)

INSUL INSULATED / INSULATION

INT INTERIOR

JC JANITOR'S CLOSET

JT JOINT

L LENGTH

LAM(D) LAMINATE(D)

LAV LAVATORY

LTD LIMITED

LVL LAMINATED VENEER LUMBER

LVP LUXURY VINYL PLANK

LVT LUXURY VINYL TILE

LVR LOUVER

MANUF MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MDF MEDIUM DENSITY

FIBERBOARD

MECH MECHANICAL

MIN MINIMUM

MIR MIRROR(ED)

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MNTD MOUNT(ED)

MR MOISTURE RESISTANT

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OCC OCCUPANT(S)

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

P PLASTIC

PERF PERFORATED

PERIM PERIMETER

PF PRE-FINISHED

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLWD PLYWOOD

PMF PRE-MOLDED FILLER

PNT(D) PAINT(ED)

POB POINT OF BEARING

PRE-FAB PREFABRICATED

PROJ PROJECT / PROJECTION

PSF POUNDS PER SQUARE FOOR

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLY VINYL CHLORIDE

QT QUARRY TILE

QTY QUANTITY

R RISER

RAD RADIUS

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFRIGERATOR

REFL'D REFLECTED

REINF REINFORCED

REQD REQUIRED

REV(S) REVISION(S)

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

RWC RAIN WATER CONDUCTOR

S SOUTH

SCHED SCHEDULE

SCWD SOLID CORE WOOD DOOR

SEC SECRETARY

SECT SECTION

SF SQUARE FOOT(AGE)

SHT SHEET

SHTNG SHEATHING

SIM SIMILAR

SM SURFACE MOUNTED

SOG SLAB ON GRADE

SPEC(S) SPECIFY / SPECIFICATION(S)

SPT SPOUT

SQ SQUARE

SS STAINLESS STEEL

SSF SOLID SURFACE

ST/STOR STORAGE

STC SOUND TRANSMISSION

COEFFICIENT

STD STUD

STND STANDARD

STN(D) STAIN(ED)

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM(S)

T TREAD

T&G TONGUE & GROOVE

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

THK THICK

THRESH THRESHOLD

TLT TOILET

TO TOP OF

TOB TOP OF BEAM / BEARING

TOC TOP OF CONCRETE

TOF TOP OF FRAME

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TV TELEVISION

TYP TYPICAL

UC UNDER CABINET/COUNTER

UCL UNDER CABINET LIGHT

UL UNDERWRITERS

LABORATORIES

UNEX UNEXCAVATED

UNO UNLESS NOTED

OTHERWISE

UTIL UTILITY

UV UNIT VENTILATOR

VAPB VAPOR BARRIER

VAPR VAPOR RETARDER

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VNL VINYL

W WEST / WIDE

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WIN WINDOW

w/ WITH w/o WITHOUT

WWF WELDED WIRE FABRIC

XPS EXPANDED POLYSTYRENE

YR YEAR

NOTE: ABBREVIATIONS MAY OR

MAY NOT SHOW PERIODS

BH JOB NO.

Sheet Number:

NOTE: ADDITIONAL ABBREVIATION

LEGENDS IN SET AS APPLICABLE

ARCHITECTURE

PROJECT DIRECTORYSYMBOL LEGEND SITE LOCATION MAPABBREVIATIONS

DRAWING LIST

Original Issue Date:

THESE DRAWINGS, AS AN INSTRUMENT OF SERVICE,

ARE PROPERTY OF THE ARCHITECT, AND MAY NOT BE

REPRODUCED WITHOUT HIS/HER PERMISSION AND

UNLESS THE REPRODUCTION CARRIES HIS/HER NAME

AS ARCHITECT.

22-038

A000

-0

L E B

A N O

N C

O U N T Y M

U N

A L B

P H A S E I I R

E N O

V A T

N S

PHASE II RENOVATIONS

LEBANON COUNTY MUNICIPAL BUILDING

400 South. 8th St.

Lebanon, PA 17042

Beers & Hoffman Architecture 250 Harrisburg Avenue Phone:717-625-0400 Contact: Peter D. Kerekgyarto (Architect) Email: Peter@Beershoffman.com Contact: Joseph Connor (Project Architect) Email: JConnor@Beershoffman.com

ARCHITECT

Beers & Hoffman Achitecture 250 Harrisburg Ave, Lancaster, PA 17603 Phone: 717.625.0400 Contact: Jon Suhirman Email: JSuhirman@Beershoffman.com

INTERIOR DESIGNER

Moore Engineering 3637 Columbia Ave, Lancaster, PA 17603 Phone: 717.285.3141 Contact: Michael K. Hunt Email: mikehu@mooreengineering.com

MECHANICAL ENGINEER

Moore Engineering 3637 Columbia Ave, Lancaster, PA 17603 Phone: 717.285.3141 Contact: William M. Fleischer Email: bill@mooreengineering.com

ELECTRICAL ENGINEER

Moore Engineering 3637 Columbia Ave, Lancaster, PA 17603 Phone: 717.285.3141 Contact: Michael K. Hunt Email: mikehu@mooreengineering.com

PLUMBING ENGINEER

FIDEVIA

750 Lititz Pike, Lititz, PA 17543 Phone: 717-625-3433 Contact: Heather Crownover Email: HCrownover@fidevia.com

OWNER'S REPRESENTATIVE

County Administrator 400 South 8th St, Lebanon, PA 17042 Phone: 717.272-2801 Contact: Jamie A. Wolgemuth

COUNTY OF LEBANON

Facilities Director 400 South 8th St, Lebanon, PA 17042 Phone: 717.272-2801 Contact: Steve A. Klein

P H A S E I I R

E N O

V A T

N S

L E B

A N O

N C

O U N T Y M

U N

A L B

07.07.26

SHEET TITLE RELEASE DATE

ARCHITECTURAL

A000 COVER SHEET BID SET 07.07.26

A011 CODE PLAN - GROUND FLOOR BID SET 07.07.26

A012 CODE PLAN - FIRST FLOOR BID SET 07.07.26

A021 TYPICAL ANSI A117.1-2017 STANDARDS

(EXISTING BUILDINGS)

BID SET 07.07.26

A032 DEMOLITION PLAN BID SET 07.07.26

A101 FLOOR PLAN BID SET 07.07.26

A111 REFLECTED CEILING PLAN BID SET 07.07.26

A401 ENLARGED PLANS & INTERIOR

ELEVATIONS

BID SET 07.07.26

A402 ENLARGED PLANS & INTERIOR

ELEVATIONS

BID SET 07.07.26

A403 ENLARGED PLANS & INTERIOR

ELEVATIONS

BID SET 07.07.26

A501 INTERIOR DETAILS BID SET 07.07.26

A601 DOOR AND WINDOW SCHEDULES, DETAILS,

AND NOTES

BID SET 07.07.26

A801 FINISH PLAN BID SET 07.07.26

A804 FURNITURE PLAN (FOR REFERENCE) BID SET 07.07.26

PLUMBING

P001 SYMBOL LEGEND AND GENERAL NOTES BID SET 07.07.26

P101 GROUND FLOOR PLUMBING DEMOLITION BID SET 07.07.26

P102 FIRST FLOOR PLUMBING DEMOLITION BID SET 07.07.26

P201 GROUND FLOOR DOMESTIC WATER PIPING BID SET 07.07.26

P202 FIRST FLOOR DOMESTIC WATER PIPING BID SET 07.07.26

P301 GROUND FLOOR PLUMBING - SANITARY

AND VENT

BID SET 07.07.26

P302 FIRST FLOOR PLUMBING - SANITARY AND

VENT

BID SET 07.07.26

MECHANICAL

M001 MECHANICAL SYMBOLS AND NOTES BID SET 07.07.26

M101 GROUND FLOOR HVAC DEMOLITION BID SET 07.07.26

M102 FIRST FLOOR HVAC DEMOLITION BID SET 07.07.26

M201 GROUND FLOOR HVAC BID SET 07.07.26

M202 FIRST FLOOR HVAC BID SET 07.07.26

M301 GROUND FLOOR HVAC PIPING BID SET 07.07.26

M302 FIRST FLOOR HVAC PIPING BID SET 07.07.26

M401 MECHANICAL SCHEDULES BID SET 07.07.26

ELECTRICAL

E001 SYMBOL LEGEND AND GENERAL NOTES BID SET 07.07.26

E101 GROUND FLOOR ELECTRICAL DEMOLITION BID SET 07.07.26

E102 GROUND FLOOR ELECTRICAL DEMOLITION BID SET 07.07.26

E201 GROUND FLOOR LIGHTING BID SET 07.07.26

E202 FIRST FLOOR LIGHTING BID SET 07.07.26

E301 GROUND FLOOR POWER BID SET 07.07.26

E302 FIRST FLOOR POWER BID SET 07.07.26

E401 GROUND FLOOR SYSTEMS BID SET 07.07.26

E402 FIRST FLOOR SYSTEMS BID SET 07.07.26

E501 ELECTRICAL DETAILS BID SET 07.07.26

NO. DATE RELEASE

1 07.07.26 PERMIT SET

2 07.07.26 BID SET

EVIDENCE

A023

CORRIDOR

A001

CORRIDOR

A012

INTERVIEW

A013

OFF

A016

OFF

A015

OPEN OFFICE

A017STOR.

A017a

LAB

A018

INTERVIEW

A019

OFFICE

A020

OFFICE

A021

OFFICE

A022

CONFERENCE

A004

CONF

A002

OFF

A003

CLO

A002b

CLO

A002a DRUG TASK

FORCE

A005

OFF

A007

OFF

A006

OFF

A008

TRAVEL DISTANCE = 122'-6"

1-HOUR RATED

STAIR ENCLOSURE

1-HOUR RATED

STAIR ENCLOSURE

A V

N C

E = 91'-1 1"

FEC

FECFEC FEC

CODE INFORMATION

PROJECT NAME: LEBANON MUNICIPAL BUILDING - PHASE II RENOVATIONS

PROJECT LOCATION: 400 S. 8TH ST, LEBANON, PA 17042

CITY OF LEBANON

PROJECT OCCUPANCY: USE GROUP B (MIXED USE) (NON-SEPARATED)

EXISTING FIRST FLOOR AREA = 35,024 SQUARE FEET (+/-)

AREA OF WORK = 9,796 SQUARE FEET (+/-)

EXISTING GROUND FLOOR AREA = 37,891 SQUARE FEET (+/-)

AREA OF WORK = 6,140 SQUARE FEET (+/-)

BUILDING IS NOT SPRINKLERED

LEVEL 2 ALTERATION

SCOPE OF WORK

FIRST FLOOR AND GROUND FLOOR OFFICE AREA RENOVATIONS IN THE EXISTING LEBANON MUNICIPAL

BUILDING.

APPLICABLE BUILDING AND LIFE SAFETY CODES

CODE

IBC REFERENCE

REQUIRED PROVIDED (SECTION)

USE AND OCCUPANCY CLASSIFICATION EXISTING OFFICES -

GROUP "B"

IBC 304

SIGNAGE

EXTERIOR - (CODE REQUIRED MINIMUM)

CHAPTER 11 & ICC A117.1-2009

IBC 1111 &

ICC A117.1 - 703

REQUIRED PROVIDED

OCCUPANT LOAD (AREA OF WORK - SEE

OCCUPANT LOAD TABLE, THIS SHEET)

CONSTRUCTION

CLASSIFICATION

MEANS OF EGRESS

COMMON PATH OF EGRESS TRAVEL

MINIMUM EGRESS DOOR OPENING

EXIT ACCESS TRAVEL DISTANCE /

TRAVEL DISTANCE TO EXIT

AUTOMATIC SPRINKLER SYSTEMS

FIRE ALARM & DETECTION SYSTEMS

STANDPIPE SYSTEMS

FIRE DEPARTMENT CONNECTION

FIRE ALARM

MANUAL FIRE ALARM BOXES

DETECTION

MEANS OF EGRESS ILLUMINATION

EXIT SIGNS

FIRE EXTINGUISHERS

INTERIOR FINISHES

CORRIDORS PROVIDING EXIT ACCESS

ROOMS OR ENCLOSED SPACES

MINIMUM

INTERIOR - (CODE REQUIRED MINIMUM) REQUIRED PROVIDED

IIB - EXISTING (BASED ON

REVIEW OF EXISTING DWGS)

209 OCCUPANTS

44" MIN > 44"

MAX 75 FT < 75 FT

32" MIN 33"

MAX 200 FT < 200 FT

NOT

REQUIRED

NOT

PROVIDED

NOT REQUIRED N/A

REQUIRED EXISTING

REQUIRED PROVIDED

CLASS B CLASS A, B

CLASS C CLASS A, B, C

IBC 602

IBC TABLE

1004.5

IBC TABLE 1020.2

& 1003.3.3

PROJECTIONS

IBC TABLE

1006.3.4(2)

IBC 1010.1.1

IBC TABLE 1017.2

IEBC 803.2

IFC 905

IFC 912

IBC 907

IBC 907.4.2

IBC 1008

IBC 1013

IBC 906.1

IBC TABLE 803.13

MINIMUM CORRIDOR WIDTH

MINIMUM PLUMBING FIXTURES IEBC 809.1

OCCUPANT LOAD OF THE STORE IS NOT INCREASED BY MORE THAN 20 PERCENT -

NO NEW PLUMBING FIXTURES REQUIRED

2021 (IBC) INTERNATIONAL BUILDING CODE

2021 (IEBC) INTERNATIONAL EXISTING BUILDING CODE (AS APPLICABLE)

WITH 2021 IEBC ACCESSIBILITY PROVISIONS

2017 (ICC) ANSI A117.1

2021 (IMC) INTERNATIONAL MECHANICAL CODE

2021 (IPC) INTERNATIONAL PLUMBING CODE

2021 (IECC) INTERNATIONAL ENERGY CONSERVATION CODE

2021 (IFC) INTERNATIONAL FIRE CODE

2021 (IFGC) INTERNATIONAL FUEL GAS CODE

2020 (NEC) NATIONAL ELECTRIC CODE (NFPA-70)

2010 DOJ ADA STANDARDS FOR ACCESSIBLE DESIGN

SHIM AS REQD.

RECESSED FIRE

EXTINGUISHER

CABINET

REFER TO FLOOR

PLAN & DATA SHEET

FOR WALL TYPE(S)

FIRE EXTINGUISHER & CABINET NOTES:

1. VERIFY ALL DIMENSIONS WITH

MANUFACTURER.

2. VERIFY MOUNTING HEIGHTS WITH

AUTHORITIES HAVING JURISDICTION.

FLOOR

A .F

.F M

A X

H A N D

PROJ.

4" MAX.

OCCUPANT LOAD (AREA OF WORK)

GROUND FLOOR

OFFICE AREA (HATCHED): 6,140 SF/150 SF 41 OCCUPANTS

41 OCCUPANTSTOTAL GROUND FLOOR OCCUPANTS

FIRST FLOOR

OFFICE AREA (HATCHED): 6,985 SF/150 SF 47 OCCUPANTS

96 OCCUPANTSTOTAL FIRST FLOOR OCCUPANTS

137 OCCUPANTSTOTAL OCCUPANTS - AREA OF WORK

STORAGE/MECH: 2,034 SF/300 SF

42 OCCUPANTS

CONFERENCE (ASSEMBLY - TABLES

AND CHAIRS; UNCONCENTRATED): 628

SF/15 SF

7 OCCUPANTS

BH JOB NO.

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CODE PLAN -

GROUND FLOOR

07.07.26

S o u th th

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L e b a n o n P A

L E B

A N O

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P H A S E I I R

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ISSUED FOR BIDDING

E E R

H O

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A N L T D

A R

C H

E C T S

3/32" = 1'-0"

FLOOR PLAN - BASEMENT

3/4" = 1'-0"

TYP. NON-RATED FE CABINET DETAIL

NO. DATE RELEASE

CONFERENCE

A118

OFFICE

A116

OFFICE

A115

WAITING

A117

OPEN OFFICE

A113

OFFICE

A110

CORR

A112

RECEPTION

A108

WAITING

A101

CONF.

A106

OFFICE

A103

SAFE

A103a

OFFICE

A105

OFFICE

A107

OFFICE

A109

OFFICE

A111

ELECTION

STORAGE

A119

SAFE /

STORAGE

A120

WORKROOM

A121b

WAITING

A122 SAFE/STORAGE

A124

OFFICE

A123

OFFICE

A125

STORAGE

A126

IT SERVICES

A127

TRAVEL DISTANCE = 136'-6" TRAVEL DISTANCE = 97'-7"

A V

N C

E = 78

'-4

1-HOUR RATED

STAIR ENCLOSURE

1-HOUR RATED

STAIR ENCLOSURE

FE DISTANCE = 64'-0"

FEC

FE DISTANCE =

59'-3"

FEC

FECFEC

FEC FEC

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CODE PLAN -

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07.07.26

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3/32" = 1'-0"

FLOOR PLAN - FLOOR 1

NO. DATE RELEASE

-2

42" MIN.

BENCH HEIGHT TO BE

17" MIN TO 19" MAX

30" X 52" WHEELCHAIR

SPACE POSITIONED

FOR SIDE APPROACH

(903) BENCHES

BENCH SHALL HAVE

BACK SUPPORT OR BE

AFFIXED TO WALL

BENCH SIZE AND CLEAR FLOOR SPACE

BENCH BACK SUPPORT AND SEAT HEIGHT

2-1/2" MAX

20" - 24"

A X

12" MIN. 12" MIN.

EXTENDED SURFACE BARRIER CURB

(405.9) EDGE PROTECTION

BARRIER PREVENTS

PASSAGE OF 4"

SPHERE WITH ANY

PORTION WITHIN

4" OF FLOOR

4" MAX.

(307) PROTRUDING OBJECTS

17" - 25"

T O

B O

T T

C E

M A X

T O

H E

R K S

C E

M A X

T O

O P E R

A B

L E P

O R

T O

B O

T T

W E R

A T

TOE

CLEARANCE

(603.5) CHANGING TABLES

12" MIN.

X X

12" MIN.

HANDRAIL

RAMP

SURFACE

TOP OF HANDRAIL

STAIRWAY

X = TREAD DEPTH

(1012) HANDRAIL REQUIREMENTS

M A X

(303) CHANGES IN LEVEL

M A X

(302) FLOOR SURFACES

18" MIN.

12" MIN. 6

36" MIN.

42" MIN.

22" MIN.

24" MIN.

(A) FRONT APPROACH,

PULL SIDE

(B) FRONT APPROACH,

PUSH SIDE

DOOR WITH BOTH CLOSER AND LATCH

(D) HINGE APPROACH, PULL

SIDE

(E) HINGE APPROACH, PULL SIDE (F) HINGE APPROACH, PUSH SIDE (H) LATCH APPROACH (J) LATCH APPROACH, PUSH SIDE

* 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED

* 54" MIN. IF CLOSER IS PROVIDED * 48" MIN. IF CLOSER IS PROVIDED

404.2.4 MANEUVERING CLEARANCES AT MANUAL SWING DOORS

24" MAX 48" MIN 24" MAX

42" MIN. 42" MIN.X < 48"

36" MIN. 36" MIN.X < 48"

180 DEGREE TURN - OPTION 2180 DEGREE TURN - OPTION 1

(403) CLEAR WIDTH OF AN ACCESSIBLE ROUTE AND A 180 DEGREE TURN

CLEAR WIDTH OF AN ACCESSIBLE ROUTE -

EXISTING BUILDINGS - INTERIOR

CLEAR WIDTH OF AN ACCESSIBLE ROUTE -

EXISTING BUILDINGS - EXTERIOR

24" MAX 48" MIN 24" MAX

18" MIN.

8 4

12" MIN.

(A) PULL SIDE (B) PUSH SIDE (C) PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

(404.2.4) MANEUVERING CLEARANCES AT RECESSED DOORS

32" MIN.

32" MIN. 32" MIN.

(A) HINGED DOOR (B) SLIDING DOOR

36" MIN.

(404.2.2) CLEAR WIDTH OF DOORWAYS

48" MIN

30" MIN

48" MIN

(A) FORWARD (B) PARALLEL

60" MIN.

36" MIN

(305) CLEAR FLOOR AREA - FORWARD AND PARALLEL

10" MAX.

M A X

10" MAX.

M A X

> 10" - 24"

M A X

A X

UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH

UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH

M A X

20" MAX.

M A X

> 20" - 25" MAX.

M A X

(308) ACCESSIBLE REACHING RANGES

4" MAX.

M A X

ALTERNATE

DOOR

LOCATION

(604) WHEELCHAIR ACCESS. TOILET

36" MIN

90 DEGREE TURN -

EXISTING BUILDINGS

(403.5) CLEAR WIDTH AT 90-DEGREE TURN AND PASSING OPTIONS

PASSING SPACE -

60 X 60 OPTION

60" MIN

PASSING SPACE -

T-TURN OPTION

48" MIN 36" MIN 48" MIN

36"

BACK WALL

SEAT

WALL

CONTROL

WALL

TRANSFER-TYPE SHOWER

COMPARTMENT SIZE AND

CLEARANCE

cL cL cL

(608) SHOWER COMPARTMENT SIZES AND CLEARANCES

48" MIN

BACK WALL

SIDE

WALL

SEAT

WALL

60" MIN.

STANDARD ROLL-IN-TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

cL cL cL

LAVATORY

COMPLYING

W/ SECT 606

PERMITTED

16" - 18" 17" - 19" cL cL

(A)

ACCESSIBLE WATER

CLOSETS

(B)

AMBULATORY ACCESSIBLE WATER

CLOSETS

(604) WC LOCATION

35" - 37"

17" - 19"cL

(604) AMBULATORY ACCESS

60" MIN.

OTHER FIXTURES NOT

ALLOWED WITHIN THIS

AREA

(604) CLEARANCE FOR WC

APPROACH

(D) STOP OR LATCH

APPROACH

(A) FRONT APPROACH (B) SIDE APPROACH

22" MIN. 4

24" MIN.4

(404.2.3) CLEARANCES AT DOORWAYS WITHOUT DOORS/ WITH SLIDING DOORS

24" MIN.

42" MAX.

24" MIN.

36" MAX.

M A X

. 24" MIN.

36" MAX.

M A X

42" MAX

(A) PROTRUDING DISPENSER BELOW

GRAB BAR

(B) PROTRUDING DISPENSER ABOVE

GRAB BAR

(604.7) DISPENSER OUTLET LOCATION

12" MAX.

42" MIN.

39" - 41" cL

54" MIN.

36" MIN.

6" MAX

24" MIN. 12" MIN.

SIDE WALL GRAB BAR REAR WALL GRAB BAR

(604.5) GRAB BARS FOR WATER CLOSET

42" MIN

60" MIN.

(B) ADULT FLOOR MOUNTED WATER

CLOSET & CHILDREN'S WATER CLOSET

60" MIN.

(A) ADULT WALL HUNG WATER

CLOSET

(604.9) SIZE OF TOILET COMPARTMENT

NOTE: SEE SECTION 604.9 FOR ALTERNATE CONFIGURATIONS.

(B) PLAN

8" MAX

(A) ELEVATION ADULT

(604.8) WHEELCHAIR COMPARTMENT TOE CLEARANCE

9" M

6" MAX.

17" - 25"

(B) PLAN(A) ELEVATION

(306.2) TOE CLEARANCE

11 MIN

17" - 25"

(B) PLAN(A) ELEVATION

8" MIN

9" M

(306) KNEE AND TOE CLEARANCE

MIN.

1 1/2"

1 1/4" MIN.

1 1/2" MAX. Ø

1 1/2" MIN.

SPACING OF GRAB BARS

(609.3)

15" MIN.

30" MIN.

M A X

13 1/2" MIN.

M A X

18" MIN.

> 6"

(605) HEIGHT OF URINAL & PARTITION CLEARANCES

SURFACE

MOUNTED

MIRROR

O F R

V E

F A C

A X

B O

M E

D G

1'-6" MIN.

.O R

A .F

.F M

A X

15" MIN.

INSUL. EXPOSED

PIPES

EDGE OF SINK SHALL NOT

ENCROACH ON TOILET CLEAR

FLOOR SPACE

(B) PLAN(A) ELEVATION

H S

D F

R E

Y K

O E

A R

A N C

30" MIN

(606) LAVATORY CLEARANCES

M A X

18" MIN.

OTHER FIXTURES SHALL NOT

ENCROACH ON TOILET CLEAR

FLOOR SPACE

60" MIN. CLEAR

(604.3) WATER CLOSET CLEARANCES

NOTE: FLUSH CONTROL TO BE LOCATED ON

OPEN SIDE OF WATER CLOSET.

SURFACE MOUNTED TOILET

PAPER DISPENSER

SURFACE MOUNTED

SOAP DISPENSER

SURFACE MOUNTED PAPER

TOWEL DISPENSER OR HAND DRYER

FLOOR

O F O

A B

A R

M A X

P O

O F C

O N

O L

M A X

P O

. 4

M A X T

O T

O P

HOOK

SURFACE MOUNTED

SANITARY NAPKIN

DISPOSAL

TOILET ACCESSORIES MOUNTING HEIGHTS

S E E

C A

T A B

L E

(W H

L C

H A

H G

M A X

S P O

N D

A R

D H

G T.

T O

S P O

15" MIN.

30" MIN.

M A X

EQ EQ

(602) DRINKING FOUNTAIN CLEARANCE

NOTE: WHERE BOTTLE FILLERS ARE

PROVIDED, THEY SHALL BE LOCATED AT THE

WHEELCHAIR HEIGHT DRINKING FOUNTAIN.

(A) VERTICAL RISER (B) CURVED NOSING

MAX.

1 1/2"

CURVED

MAX.

1 1/2"

BEVELED

(D) ANGLED RISER

MAX.

30°

11" MIN.

ACCESSIBLE TREADS &

RISERS

(504) TREADS & RISERS FOR ACCESSIBLE STAIRWAYS & STAIR NOSINGS

ROUNDED

1/2" MAX BEVEL

1/2" MAX

(A) STRAIGHT (B) CHANGE IN DIRECTION

LANDING LANDINGRAMP RUN RAMP RUN

LANDING

CLEAR

60" MIN.

CLEAR

60" MIN.

CLEAR *

60" MIN.

A R

R A M

P R

A S R

A M

P R

A T

A S T

A S W

(405.7) RAMP LANDINGS

A R

* CLEAR DISTANCE BETWEEN HANDRAILS AND/OR GUARDRAILS

(A) CENTER DOOR LOCATION (B) SIDE (OFF-CENTERED DOOR)

LOCATION

80" MIN.

42" MIN.

68" MIN.

36" MIN.

54" MIN.

36" MIN.

(D) ANY DOOR LOCATION

60" MIN.

36" MIN.

(E) EXISTING CAR

CONFIGURATION

36" MIN.

16 SF MIN.

(407.4) INSIDE DIMENSIONS OF ELEVATOR CARS

4" - 6 1/4" PERIMETER

MAX.

2 1/4"

1 1/4" - 2"

(A) CIRCULAR

(B) NONCIRCULAR

(505.7) HANDRAILS

1 1/2" MIN

4" - 4.8" PERIMETER

MAX.

(A) CIRCULAR (B) NONCIRCULAR

1 1/4" - 2"

(609.2) SIZE OF GRAB BARS

CIRCULAR

60"

T-SHAPED

60" MIN.

12" MIN.

36" MIN.

12" MIN.

(304) TURNING SPACE SIZE

M A X

OVERLAP OF KNEE

AND TOE CLEARANCE

60" MIN

60" MIN.

D O

O R

O O

R W

D O

O R

(404.2.5) TWO DOORS IN A SERIES

BH JOB NO.

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TYPICAL ANSI

A117.1-2017

STANDARDS

(EXISTING

BUILDINGS)

07.07.26

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NOTE: NUMBERS IN PARENTHESES

REPRESENT ANSI A117.1-2017

STANDARDS.

NO. DATE RELEASE

1. THESE DEMOLITION/ALTERATION NOTES APPLY TO ALL CONTRACTORS OF EVERY

DISCIPLINE, WHETHER THESE NOTES ARE INDICATED ON OTHER DISCIPLINES'

DRAWINGS OR NOT.

2. THE OWNER HAS THE OPTION TO RETAIN POSSESSION OF ANY REMOVED MATERIAL

OR EQUIPMENT. ALL SUCH ITEMS SHALL BE CAREFULLY REMOVED AND STORED

BY THE CONTRACTOR, AT A LOCATION THAT OWNER APPROVES. ANY MATERIALS

OR EQUIPMENT NOT RETAINED BY THE OWNER WILL BECOME THE PROPERTY OF

THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.

3. EACH CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL EXISTING

CONSTRUCTION TO REMAIN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

PROTECT ANY/ALL PORTIONS OF THE EXISTING BUILDING TO REMAIN BY SHORING,

ETC. DURING EXTENSIVE DEMOLITION WORK.

4. COORDINATE WITH MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL

DRAWINGS FOR LOCATIONS, SIZES AND QUANTITY OF NEW PENETRATIONS AND

OPENINGS REQUIRED IN EXISTING CONSTRUCTION.

GENERAL DEMOLITION NOTES

2'-9" 5'-6 1/2"

1 1

1 1 1 1

1 1

1' -9

1. DEMOLISH EXISTING DOOR. EXISTING FRAME TO REMAIN. PATCH AND REPAIR

FRAME TO RECEIVE NEWLY SCHEDULED FINISHES.

2. DEMOLISH EXISTING DOOR AND FRAME IN ITS ENTIRETY. PATCH AND REPAIR TO

RECEIVE NEWLY SCHEDULED DOOR AND FRAME.

3. REMOVE EXISTING DOOR AND FRAME FINISH. TO RECEIVE NEWLY SCHEDULED

FINISHES.

4. DEMO EXISTING STOREFRONT SYSTEM IN ITS ENTIRETY.

5. REMOVE EXISTING WALL IN ITS ENTIRETY.

6. REMOVE EXISTING PLUMBING FIXTURES AND CAP PLUMBING LINES. PATCH AND

REPAIR ADJACENT MATERIALS TO RECEIVE NEW SCHEDULE FINISH.

7. REMOVE EXISTING WALL SHELVING. PATCH AND REPAIR TO RECEIVE NEW FINISH.

8. REMOVE PORTION OF EXISTING WALL. PATCH AND REPAIR ADJACENT SURFACES TO

RECEIVE NEWLY SCHEDULED FINISHES.

9. DEMO EXISTING DOOR AND FRAME IN ITS ENTIRETY. PATCH AND REPAIR ADJACENT

SURFACES TO RECEIVE NEWLY SCHEDULED FINISHES.

10. REMOVE EXISTING PLUMBING FIXTURES AND PREPARE TO RECEIVE NEW FIXTURES.

11. REMOVE PORTION OF EXISTING WALL IN ITS ENTIRETY.

DEMOLITION KEY NOTES

DEMOLITION LEGEND

DEMOLITION

WALL DEMOLITION

EXISTING TO REMAIN

1/8" = 1'-0"

DEMOLITION PLAN - GROUND FLOOR

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E C

T O

R T

N F

P R

O D

N P

R O

C E D

E S

E N S

N S S

H A L L N

O T B

E S

C A L

O M

T H E D

R A W

S O

E N S

N S A

S S

H O

W N A

R E V

A L

O N T R

A C

T O

R S S

H A L L V

E R

Y A

E N S

N S A

N D

C O

N D

N S A

T T

E B

E F O

R E P

R O

C E E D

H T

R K w w w .b e e r s h o ff m a n .c o m

:1 P

22-038

A032

-0

A N O

N C

O U N T Y M

U N

A L B

A S E I I R

E N O

V A T

N S

DEMOLITION

PLAN

07.07.26

S o u th th

S t.

L e b a n o n P A

L E B

A N O

N C

O U N T Y M

U N

A L B

P H A S E I I R

E N O

V A T

N S

ISSUED FOR BIDDING

E E R

H O

F F M

A N L T D

A R

C H

E C T S

1/8" = 1'-0"

DEMOLITION PLAN - FLOOR 1

1" = 60'-0"

KEY PLAN - FLOOR 1

1" = 60'-0"

KEY PLAN - GROUND FLOOR

PROJECT

NORTH

TRUE NORTH

PROJECT

NORTH

TRUE NORTH

NO. DATE RELEASE

1 09.24.25 CONFORMED PERMIT SET

2 07.07.26 PERMIT SET

3 07.07.26 BID SET

ELECTION

STORAGE

A119

SAFE /

STORAGE

A120

CONFERENCE

A118

WORKROOM

A121b

WAITING

A122

OFFICE

A123

SAFE/STORAGE

A124

OFFICE

A125

WAITING

A117

OFFICE

A116

OFFICE

A115

OPEN OFFICE

A113

OFFICE

A110

CORR

A112

RECEPTION

A108

CONF.

A106

WAITING

A101

OFFICE

A107

OFFICE

A109

OFFICE

A111

OFFICE

A105

OFFICE

A103SAFE

A103a

IT SERVICES

A127

CORRIDOR

A100

CORRIDOR

A128

STORAGE

A104

CORRIDOR

A102

GWB-STD

46'-9 1/4"

STD-STD

16'-11 1/2"

A113a

A a

A103

A1 a

A1 b

A108a

A108b

A110b

A110a

A109a

A111a A111b

A109b

A113b

A105 A106

A125b

A1 a

STD-GWB

9'-8 3/4"

STD-GWB

9'-11 1/2"

G W

B -S

T D

GYP-STD

6'-2 1/2"

S T D

-G Y P

9' -6

S T D

-S T D

STD-STD

13'-7 3/4"

S T D

-S T D

7' -7

STD-STD

2'-4 1/4"

STD-STD

11'-3 1/2"

S T D

-G Y P

S T D

-S T D

GWB-STD

6'-0 1/4"

G W

B -S

T D

1' -6

/4 c L

2'-0" cL c L cL

STORAGE

A126

CLOSET

A125c

24''

ADJUSTABL

E SHELVING

1'-11" cL

"c L cL

2'-0" G W

B -S

T D

9' -8

STD-STD

19'-2 1/2"

CLEAR

4'-2 1/2"

20'-5 1/2"

TWO HEAVY DUTY POWER LINE DEDICATED

TWO HEAVY DUTY

POWER LINE

DEDICATED

POWER AND

NETWORK

RECEPTION

A114

CORRIDOR

A102

2'-0"

S T D

-G Y P

S T D

-G Y P

G Y P -S

T D

G Y P -S

T D

ALIGN

A L

STD-STD

2'-2"

STD-GYP

7'-2 1/2"

STD-STD

4'-6 1/4"

5'-0"

/2 c L

INFILL EXISTING WALL

OPENING. MATCH

EXISTING CONDITION.

A L

3'-0"

GYP-GYP

19'-8 1/2"

ALIGN

NEW 18'' OR 12''

DEEP ADJUSTABLE

SHELVES

NEW 18'' OR 12''

DEEP ADJUSTABLE

SHELVES

INFILL EXISTING

WALL

OPENING.

MATCH

EXISTING

CONDITION.

GC TO PROVIDE 5-TIER

24'' DEEP ADJUSTABLE

SHELVING. PROVIDE

ADDITIONAL

BRACKETING.

A111

G Y P -S

T D

2'-0" 2'-0" cL cL

28'-5 7/8"

24'' DEEP ADJUSTABLE SHELVING

3'-0"

9' -0

A b

A a

A125c

A a

A b

A126a

OPEN OFFICE

A121a

A118A119bA119a

A120

A001

CORRIDOR

A102

A102b

A0 c

A110

STD - GYP

11'-8 1/4"

2'-0"

/2 c L

24'' DEEP 5 TIER

ADJUSTABLE

SHELVING

GENERAL WALL NOTES

1. ALL METAL STUD GAUGES, SPACING AND HEIGHT LIMITATIONS

ARE FOR GENERAL DESIGN PURPOSES. IT IS THE RESPONSIBILITY

OF THE METAL STUD MANUFACTURER TO DETERMINE THE FINAL

GAUGES AND SPACING TO ACCOMPLISH THE DESIGN.

2. PROVIDE SLOTTED TOP TRACK FOR ALL PARTITIONS AS

REQUIRED FOR DEFLECTION.

3. ALL GYPSUM BOARD WALL FINISHES TO HAVE 1/2" GAP AT

FLOOR SLAB, TYP, UNO.

4. PROVIDE MOISTURE RESISTANT GYPSUM BOARD FOR ALL

GYPSUM BOARD IN WET AREAS, SUCH AS, BUT NOT LIMITED TO,

TOILET AND BATHING ROOMS, JANITOR’S CLOSETS WITH MOP

SINKS, LAUNDRY AND DISHWASHING AREAS.

5. ALL CORNERS AND ALL VISIBLE DRYWALL EDGES AT OPENINGS,

PENETRATIONS, CHANGES IN MATERIAL, ETC., SHALL HAVE CORNER

BEAD, 'L' BEAD OR 'J' CHANNEL AS APPLICABLE.

6. PROVIDE TILE BACKER BOARD FOR ALL TILE LOCATIONS. SEE

FINISH DRAWINGS FOR LOCATIONS.

7. ALL INTERIOR WALL FINISHES SHALL EXTEND 6" MIN ABOVE

SUSPENDED CEILINGS, TYP, UNO.

8. ALL EXPOSED INTERIOR CMU OUTSIDE CORNERS SHALL BE

BULLNOSED.

9. AT ALL INTERSECTIONS OF RATED AND NON-RATED WALLS,

RATED WALL SHALL BE PRIMARY, CONTINUOUS AND A CLOSED

ASSEMBLY. ALL RATED WALL CONSTRUCTION SHALL BE

UNBROKEN BY ANY NON-RATED CONSTRUCTION. NON-RATED

WALLS SHALL TERMINATE AT FINISHED SURFACE OF RATED

WALLS.

10. ALL RATED WALL COMPONENTS SHALL BEAR APPROPRIATE

UL LABELS. REFER TO UL LISTINGS FOR REQUIREMENTS.

11. AT ALL WALLS WITH AN STC RATING, EXTEND WALL TO

UNDERSIDE OF ROOF DECK AND PROVIDE ACOUSTICAL SEALANT

ASSEMBLY AT ALL JOINTS AND PENETRATIONS. ALL OPENINGS

SHALL BE CUT TIGHT TO FIT AND INFILLED WITH ACOUSTICAL

SEALANT ASSEMBLY.

12. AT ALL WALLS WITH AN STC RATING, STAGGER RECESSED

ELEMENTS ON OPPOSING SIDES OF THE WALL IN DIFFERENT STUD

SPACES TO REDUCE SOUND TRANSMISSION.

13. WHERE TV OR WALL MOUNTED SCREENS ARE SHOWN,

PROVIDE ADDITIONAL BRACKETING.

NO. WALL TYPE PLAN DESCRIPTION RATING

INTERIOR NON-LOAD BEARING PARTITION1 3 5/8" METAL STUD 16" O.C., w/ SOUND ATTENUATION

BLANKET (FRICTION FIT), 5/8" GWB BOTH SIDES

NON-RATED

PARTITION TYPE SCHEDULE

HEIGHT

1' ABOVE CEILING

OR OTHERWISE

NOTED ON PLAN

2 INTERIOR NON-LOAD BEARING PARTITION 6" METAL STUD 16" O.C., w/ SOUND ATTENUATION

BLANKET (FRICTION FIT), 5/8'' GWB BOTH SIDES

1' ABOVE CEILING

OR OTHERWISE

NOTED ON PLAN

NON-RATED

3 INTERIOR NON-LOAD BEARING PARTITION 6" MASONRY UNIT. PAINT EACH SIDE. MATCH EXISTING WALL

CONDITION, GROUND FLOOR

1' ABOVE CEILING

OR OTHERWISE

NOTED ON PLAN

NON-RATED

INTERIOR NON-LOAD BEARING PARTITION4 3 5/8" METAL STUD 16" O.C., w/ SOUND ATTENUATION

BLANKET (FRICTION FIT), 5/8" GWB ON ONE SIDE

1' ABOVE CEILING

OR OTHERWISE

NOTED ON PLAN

NON-RATED

5 1" TYPE SLX GYPSUM SHAFT LINER PANELS, 2 1/2" METAL C-H

STUDS, 5/8" TYPE X GWB

1-HOUR RATED

UL #U415

INTERIOR FIRE-RATED SHAFT WALL UNDERSIDE OF

DECK

EVIDENCE

A023

CONF

A002

OFF

A003

CLO

A002b

CLO

A002a

CONFERENCE

A004

DRUG TASK

FORCE

A005

OFF

A006

OFF

A007

OFF

A008

OPEN OFFICE

A017

OFF

A015

OFF

A016

A014

OBSERVE.

INTERVIEW

A013

LAB

A018

INTERVIEW

A019

OFFICE

A020

OFFICE

A021

OFFICE

A022

CORRIDOR

A001

CORRIDOR

A012

A401

W O

R K

R O

O M

WOMENS

A009

MENS

A011

STOR.

A017a

JAN.

A010 5'-6"

A002a

A0 b

A0 a

A022

A001a

1 1 1

13'-10 1/2"

GYP. - STD.

9'-7 1/2"

STD. - GYP.

19'-9 3/4"

GYP. - STD.

8'-9 1/4"

STD.-STD.

8'-11 3/4"

S T D

G Y P

S T D

GYP.-STD.

9'-9 1/4"

STD. - GYP.

9'-9 1/4"

S T D

-G W

GYP. - STD.

20'-2 1/4"

11'-4 1/2" 4'-1" cL cL

2'-0" 2'-0"

S T D

G Y P

2'-5 1/2"

/4 c L

STD- EDGE OF DOOR FRAME

3'-9"

A L

ALIGN

GARAGE

A024

24'' DEEP ADJUSTABLE SHELVES

24'' DEEP

SHELVING

S T D

-G Y P

KITCHENETTE

A017b

A012a

A019

A020

A021

A018

A012b

A023

A001b

G.C. TO INFILL EXISTING

EXHAUST OPNG TO MATCH

EXISTING CONSTRUCTION

KEY LEGEND

ETR

1" = 60'-0"

KEY PLAN - GROUND FLOOR

BH JOB NO.

Sheet Number:

Issue Date:

Drawn By:

Checked By:

T H

D R

A W

A S A

N I N S T R

E N T O

F S E R

P R

O P E R

T Y O

F T

C H

E C

T A N D

M A Y N

O T

P R

O D

E D

H O

E R

N A N D

U N L E S S T

H E R

E P R

O D

N A M

E A

S A

R C

E C

T O

R T

N F

P R

O D

N P

R O

C E D

E S

E N S

N S S

H A L L N

O T B

E S

C A L

O M

T H E D

R A W

S O

E N S

N S A

S S

H O

W N A

R E V

A L

O N T R

A C

T O

R S S

H A L L V

E R

Y A

E N S

N S A

N D

C O

N D

N S A

T T

E B

E F O

R E P

R O

C E E D

H T

R K w w w .b e e r s h o ff m a n .c o m

:1 P

22-038

A101

-0

A N O

N C

O U N T Y M

U N

A L B

A S E I I R

E N O

V A T

N S

FLOOR PLAN

07.07.26

S o u th th

S t.

L e b a n o n P A

L E B

A N O

N C

O U N T Y M

U N

A L B

P H A S E I I R

E N O

V A T

N S

ISSUED FOR BIDDING

E E R

H O

F F M

A N L T D

A R

C H

E C T S

1/8" = 1'-0"

FLOOR PLAN - GROUND FLOOR

1/8" = 1'-0"

FLOOR PLAN - FLOOR 1

1" = 60'-0"

KEY PLAN - FLOOR 1

PROJECT

NORTH

TRUE NORTH

PROJECT

NORTH

TRUE NORTH

PROJECT

NORTH

TRUE NORTH

PROJECT

NORTH

TRUE NORTH

NO. DATE RELEASE

ERR1

ER ER ER

R1 R1R1R1

R1 R1

R1R1

M M

S P

/T T

S P

/T T

SP/T

T V

S P

/T S

P /T

SP/T

R1R1

R1 R1 R1

ER ER

R1 ER

R1 R1

ERER

TV TV

T V

CEILING LEGEND

ACT-1 2'x2' ACOUSTICAL CEILING TILE

GWB-1 GYPSUM BOARD CEILING

(SEE FINISH SCHEDULE)

360 DEGREE SECURITY CAMERA

1-WAY SECURITY CAMERA

ARCHITECTURAL SECURITY

CEILING MOUNTED PROJECTOR

CEILING MOUNTED PROJECTION SCREEN

CONFERENCING

EXTERIOR SECURITY CAMERA

NOTE: G.C. TO PROVIDE SOUND BATT INSULATION ABOVE ACOUSTICAL CEILING TILE IN THE FOLLOWING ROOMS: A105, A109, & A125

NOTE: FOR ALL AREAS TO RECEIVE ACT. GRID SHALL BE CENTERED IN

ROOM WITH EQUAL ACT ON EITHER SIDE. GC TO REFER TO ELECTRICAL

AND MECHANICAL DRAWINGS FOR FINAL LIGHITNG AND GRILLE LAYOUT.

GC TO CONTACT ARCHITECT IF ANY DISCREPANCY ARISES DURING

CONSTRUCTION.

ACT-2 ACOUSTICAL CEILING TILE,

ARMSTRONG CIRRUS ANGLED TEGULAR

EVIDENCE

A023

CORRIDOR

A001

CONFERENCE

A004

CONF

A002

OFF

A003

CLO

A002b

CLO

A002a

DRUG TASK

FORCE

A005

OFF

A007

OFF

A006

OFF

A008

A014

OBSERVE.

INTERVIEW

A013

OFF

A015

OFF

A016

OPEN OFFICE

A017

STOR.

A017a

LAB

A018

INTERVIEW

A019

CORRIDOR

A012

OFFICE

A021

OFFICE

A022

OFFICE

A020

ACT-1

9' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF ACT-2

8' - 0" AFF

ACT-2

8' - 0" AFF

WOMENS

A009

MENS

A011

ACT-1

8' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

8' - 0" AFF

ACT-2

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

GWB

8' - 0" AFF

JAN.

A010

ACT-2

8' - 0" AFF

ACT-1

8' - 0" AFF

1'-3"

7' -1

2'-1 1/4"

1' -3

6'-6"

GB-1

SOFFITGB-1

SOFFIT

OPEN OFFICE

A113

OFFICE

A110

CORR

A112

OFFICE

A111

OFFICE

A109

RECEPTION

A108

WAITING

A101

CONF.

A106

OFFICE

A105

OFFICE

A107

OFFICE

A103SAFE

A103a

WAITING

A117

OFFICE

A116

OFFICE

A115

ACT-1

9' - 0" AFFGWB

9' - 0" AFF

ACT-1

8' - 0" AFF

GWB

9' - 0" AFF

ACT 2'x2'

8' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

SAFE /

STORAGE

A120

ELECTION

STORAGE

A119

CORRIDOR

A128

WORKROOM

A121b

WAITING

A122

SAFE/STORAGE

A124

OFFICE

A123

OFFICE

A125

IT SERVICES

A127

CORRIDOR

A100

CONFERENCE

A118

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

8' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-1

9' - 0" AFF

ACT-2

8' - 0" AFF

ACT-1

8' - 0" AFF

CORRIDOR

A102

GWB

9' - 0" AFF

ACT-1

9' - 0" AFF

GWB

9' - 0" AFF

STORAGE

A104

ACT-1

9' - 0" AFF

STORAGE

A126

CLOSET

A125c

CORRIDOR

A102

2'-2"

19'-9"

GB-1

SOFFIT

GB-1

SOFFIT

1' -3

11'-2 1/4"

1'-3"

GB-1

SOFFIT

GB-1

SOFFIT

A111

1' -3

1'-6"

GB-1

SOFFIT

OPEN OFFICE

A121a

ALIGN

GB-1 SOFFIT

GYP-1

SOFFIT

GYP-1

SOFFIT ALIGN

ALIGN

4'-10 3/4"

MTL. STD.

3 5/8"

H E D

C E

1' -0

A B

O V

PAINTED

5/8" GWB

PAINTED

5/8" GWB

SEE RCP

ACT-1ACT-1

1/8" = 1'-0"

GROUND FLOOR

1/8" = 1'-0"

FIRST FLOOR

1" = 60'-0"

KEY PLAN - GROUND FLOOR

1" = 60'-0"

KEY PLAN - FLOOR 1

BH JOB NO.

Sheet Number:

Issue Date:

Drawn By:

Checked By:

T H

D R

A W

A S A

N I N S T R

E N T O

F S E R

P R

O P E R

T Y O

F T

C H

E C

T A N D

M A Y N

O T

P R

O D

E D

H O

E R

N A N D

U N L E S S T

H E R

E P R

O D

N A M

E A

S A

R C

E C

T O

R T

N F

P R

O D

N P

R O

C E D

E S

E N S

N S S

H A L L N

O T B

E S

C A L

O M

T H E D

R A W

S O

E N S

N S A

S S

H O

W N A

R E V

A L

O N T R

A C

T O

R S S

H A L L V

E R

Y A

E N S

N S A

N D

C O

N D

N S A

T T

E B

E F O

R E P

R O

C E E D

H T

R K w w w .b e e r s h o ff m a n .c o m

22-038

A111

-0

A N O

N C

O U N T Y M

U N

A L B

A S E I I R

E N O

V A T

N S

REFLECTED

CEILING PLAN

07.07.26

S o u th th

S t.

L e b a n o n P A

L E B

A N O

N C

O U N T Y M

U N

A L B

P H A S E I I R

E N O

V A T

N S

ISSUED FOR BIDDING

E E R

H O

F F M

A N L T D

A R

C H

E C T S

PROJECT

NORTH

TRUE NORTH

PROJECT

NORTH

TRUE NORTH

1 1/2" = 1'-0"

SOFFIT DETAIL

NO. DATE RELEASE

EVIDENCE

A023

CONFERENCE

A004

CONF

A002

OFF

A003

CLO

A002b

CLO

A002a

DRUG TASK

FORCE

A005

OFF

A007

OFF

A006

OFF

A008

A014

OBSERVE.

INTERVIEW

A013

OFF

A015

OFF

A016

OPEN OFFICE

A017

STOR.

A017a

LAB

A018

INTERVIEW

A019

OFFICE

A020

OFFICE

A021

OFFICE

A022

CORRIDOR

A001

CORRIDOR

A012

WOMENS

A009

MENS

A011

A4015

A401 3

A401 8

A401 10

A002a

A0 b

A0 a

A022

A001a

JAN.

A010

A501

GWB-STD

9'-7 1/2"

STD-GWB

19'-9 3/4"

GWB-STD

8'-9 1/4"

STD-STD

8'-11 3/4"

6'-8 3/4" 4'-4 1/2" 6'-11 1/4"

11'-4 1/2" 4'-1" cL cL

GWB-STD

9'-9 1/4"

STD - GWB

9'-9 1/4"

S T D

W B

/4 c L

GWB-STD

13'-10 1/2"

STD-GWB

5'-6" cL cL cL

E Q

E Q c L

A4019

A401 6

2'-0" 2'-0" cL cL

1 1

A401

INFILL TO

MATCH EXISTING

A L

24'' ADJUSTABLE

SHELVES, 5-TIER

2'-0"

S T D

-G Y P

G Y P -S

T D

STD.-TO EDGE OF DOOR FRAME

3'-9"

24'' ADJUSTABLE

SHELVES, 5-TIER

A401

16 15

S T D

-G Y P

A601

197 A221b

A019

A020

A021

A018

A012a

2'-1" 4'-5 1/4"

8'-7 1/4" cL

4'-4 1/2"

2'-1"

2'-0 1/4"

1'-2"

1. ALL EXPOSED CASEWORK SIDES SHALL BE FINISHED PLASTIC

LAMINATE - PLAM-1, TYP., UNO

2. ALL CASEWORK RECESSED TOE KICK SHALL BE PLAM-1, TYP., UNO

3. COUNTERTOP, BACKSPLASH AND SILL:

A. SOLID SURFACE - SS-1

4. RECEPTION DESK SHALL RECEIVE MIN. OF 3 GROMMETS.

A. MANF: MOCKETT

STYLE: 2 7/8" SOLID BRASS DESK GROMMET

COLOR: TBD. GC TO SUBMIT COLOR FOR SELECTIONS

1. PROVIDE PLAM FACADE BENEATH ALL RECEPTION AREA. PLAM

COLOR TBD. GC TO PROVIDE MTL TRIM PIECES BETWEEN PLAM AND

GWB. SUBMIT CUT SHEET FOR APPROVAL.

2. PROVIDE VINYL BASE BEHIND ALL EQUIPMENT, TYP.

3. VANITY APRON FOR ADA SINK SHALL BE PLAM-1. 3/4" MDF

SUBSTRATE, PROVIDE MIN. OF 1 ACCESSIBLE PANEL FOR PLUMBING

ACCESS. G.C TO CONFIRM SIZE OF SINK FITS WITHIN APRON. PROVIDE

VINYL BASE, VB-1.

4. ALL CASEWORK SHALL RECEIVE THE FOLLOWING:

A. CONCEALED HINGES W/ SOFT CLOSE

B. SOFT CLOSE DRAWERS/CLOSER

C. WHITE MELAMINE INTERIORS

D. BRUSHED ALUMINUM BAR PULLS

E. FULL DRAWER DEPTH - IF APPLICABLE

F. FULL DEPTH ADJUSTABLE SHELVES - IF APPLICABLE

G. LATERAL FILING DRAWER SYSTEM - IF APPLICABLE

H. KEYING SYSTEM. EACH AREA TO BE KEYED SEPERATELY FROM

OTHER. PROVIDE MIN OF 3 MASTER KEY.

5. ALL CASEWORK SEAMS TO BE CLEAR CAULKED.

6. PROVIDE CONCEALED METAL COUNTERTOP BRACKETS. SUBMIT

DRAWINGS AND CUT SHEETS FOR APPROVAL.

GENERAL ELEV. NOTES

GROUND FLOOR

-12' - 0"

3'-0" MIN.

1' -7

A X

1' -5

2'-0" MAX. 1'-0" MIN.

1'-6" MIN.

cL 4'' INTEGRAL

BASE

PNT-1

GROUND FLOOR

-12' - 0"

1' -7

A X

1' -5

3'-6" MAX.

3'-6" MIN. 1'

-6

4'-6" MIN.

4'' INTEGRAL

BASE

PNT-1

GROUND FLOOR

-12' - 0"1'-3'' MIN.

2'-6'' MIN

4'' INTEGRAL

BASE

PNT-1

TOILET

PARTITION

1' -5

A X

2'-11"

1' -0

1'-5 1/2" cLcL

GROUND FLOOR

-12' - 0"1'

-7 M

A X

1' -5

1'-6" MIN.

3'-0" MIN.

1'-0" MIN. 2'-0" MIN.

9' cL

4'' INTEGRAL

BASE

PNT-1

GROUND FLOOR

-12' - 0"

1' -6

3'-6" MIN.

4'-6"

1' -7

A X

1' -5

3'-6" MAX.

4'' INTEGRAL

BASE

TOILET

PARTITON

PNT-1

WOMENS

A009

MENS

A011

A4015

A401 3

A401 8

UR-1

WC-1

GB-18

LAV-2

TA-1

GB-42

GB-36 WC-1

GB-36

GB-42

GB-18

A4019

A401 6 c L c L c L c L c L

1' -6 c L

L R

TA-5 TA-5

TA-10

NEW WALL

CONSTRUCTION

TO MATCH

EXISTING

NEW WALL

CONSTRUCTION

TO MATCH

EXISTING

1'-0"

ALIGN

PROVIDE NEW CHASE WALL MATCH SIM.

DIMENSIONS. CHASE TO BE RATED

MIN. CLR

1'-6"

L R

11'-1" CLR.

5'-0" CLR.

CLR

1'-6"

5'-0" MIN. CLR.

1' -5

" c L c L

TOILET ROOM FIXTURE SCHEDULE

SYMBOL DESCRIPTION MANF MODEL NO MOUNT REMARKS

TOILET

ACCESSIBLE TOILET

URINAL

SINK

FAUCET

GRAB BAR

TOILET TISSUE DISPENSER

PAPER TOWEL DISPENSER

SOAP DISPENSER

FRAMED MIRROR

BY PLUMBING CONTRACTOR

FLOOR

WALL

SINK

BOBRICK

GEORGIA-

PACIFIC

BOBRICK

WALL /

PARTITION

WALL /

PARTITION

WALL /

PARTITION

WALL /

PARTITION

WALL

B-6806X42"

B-6806X36"

B-6806X18"

HORIZONTAL

VERTICAL

59210

59594

59057

B-290 24"W X 36"H

ALL ACCESSORIES TO BE MOUNTED PER ICC/ANSI 117.1-2017 REQUIREMENTS

GENERAL NOTES:

1. CONTRACTORS SHALL FIELD-VERIFY ALL FIXTURES AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IMMEDIATELY, PRIOR TO COMMENCEMENT OF ANY WORK.

2. FIXTURE SCHEDULE FOR REPRESENTATION ONLY, GC TO VERIFY ALL TOILET ROOM FIXTURES AND ACCESSORIES WITH

PLUMBING CONTRACTOR AND OWNER PRIOR TO COMMENCEMENT OF WORK.

3. GENERAL CONTRACTOR TO PROVIDE REQUIRED BLOCKING FOR ALL TOILER ROOM FIXTURES AND ACCESSORIES.

4. ALL MISCELLANEOUS TOILET ACCESSORIES TO BE SELECTED BY OWNER AND PROVIDED BY GENERAL CONTRACTOR.

TYPICAL TOILET ROOM - FLOOR 1

WC-1

UR-1

LAV-1

GB-42

GB-36

GB-18

TA-1

TA-2

TA-3

TA-4

FRAMED MIRROR BOBRICK WALLB-290 24"W X 72"HTA-5

STANDARD HOOK BOBRICK B-6717TA-6

NOT USED - -TA-7

SANITARY DISPOSAL BOBRICK B-270TA-8

BABY CHANGING STATION BOBRICK KB310-SSWMTA-9

UTILITY SHELF UNIT BOBRICK B-239TA-10

PARTITION

WALL

GEORGIA-

PACIFIC

GEORGIA-

PACIFIC

GROUND FLOOR

-12' - 0"

CLEAR

3'-0"

FILLER

2'-9"

1' -8

" FILLER

1 1/4"

A501

1' -0

1'-3"

FILLER

1 3/4"

2'-9"

2'-9"2'-9"

FILLER

1 1/2"

1'-3"

FILLER

1 3/4"

9' -0

CLEAR

4'-1"

1'-6" 4'-0"

FILLER

1' -6

FILLER

2'-9" 1'-6"

Floor 11

-3' - 6"

GROUND FLOOR

-12' - 0"

4'' INTEGRAL

BASE

PNT-1

cL cL cL

GC TO PROVIDE

PIPE COVER T

O D

P E N S

A X

2'-5" 2'-8" 2'-8"

C L R

GROUND FLOOR

-12' - 0"

4'' INTEGRAL

BASE

PNT-1

C L R

2'-7 3/4" cL cL

GC TO PROVIDE

PIPE COVER

6'-0 3/4"

T O

P E N S

A X

GROUND FLOOR

-12' - 0"

3'-3" 2'-0"

2'-6" 2'-0" 2'-6"

1' -9

PNT-1

PLASTIC LAMINATE

CASEWORK

PLASTIC LAMINATE

CASEWORK

SS-1 COUNTERTOP

AND BACKSPLASH,

EASED EDGE, TYP.

GYP. SOFFIT.

2'-6" 2'-9"

7' -6

CLEAR

2'-9"

FILLER

3/4"

Floor 11

-3' - 6"

GROUND FLOOR

-12' - 0"

1'-6"3'-0"2'-9"

PLASTIC LAMINATE

CASEWORK

PLASTIC LAMINATE

CASEWORK

SS-1 COUNTERTOP

AND BACKSPLASH,

EASED EDGE, TYP.

PNT-1

GYP. SOFFIT.

1' -8

FILLER

8 7/8"

3'-6"

FILLER

10 3/8"

GROUND FLOOR

-12' - 0"

ACOUSTIC

PANEL

PNT-1

VB-13

8'-0"

GROUND FLOOR

-12' - 0"

A013

8'-0"

ACOUSTIC

PANEL

PNT-1

VB-1

GROUND FLOOR

-12' - 0"

ACOUSTIC

PANEL

PNT-1

VB-13

8'-0"

GROUND FLOOR

-12' - 0"

8'-0"

ACOUSTIC

PANEL

PNT-1

VB-1

GROUND FLOOR

-12' - 0"

8'-0"

ACOUSTIC

PANEL

PNT-1

VB-1

GROUND FLOOR

-12' - 0"

ACOUSTIC

PANEL

PNT-1

VB-1

EQ5'-0"EQ5'-0"EQ

GROUND FLOOR

-12' - 0"

EQ5'-0"EQ5'-0"EQ

5'-0" 5'-0"

ACOUSTIC

PANEL

PNT-1

VB-1

GROUND FLOOR

-12' - 0"

PNT-1

1'-9" 2'-9"

PLASTIC LAMINATE

CASEWORK

SS-1 COUNTERTOP

AND BACKSPLASH,

EASED EDGE, TYP.

VB-1

2'-1"

3/16" = 1'-0"

GROUND FLOOR

1" = 60'-0"

KEY PLAN - GROUND FLOOR

BH JOB NO.

Sheet Number:

Issue Date:

Drawn By:

Checked By:

T H

D R

A W

A S A

N I N S T R

E N T O

F S E R

P R

O P E R

T Y O

F T

C H

E C

T A N D

M A Y N

O T

P R

O D

E D

H O

E R

N A N D

U N L E S S T

H E R

E P R

O D

N A M

E A

S A

R C

E C

T O

R T

N F

P R

O D

N P

R O

C E D

E S

E N S

N S S

H A L L N

O T B

E S

C A L

O M

T H E D

R A W

S O

E N S

N S A

S S

H O

W N A

R E V

A L

O N T R

A C

T O

R S S

H A L L V

E R

Y A

E N S

N S A

N D

C O

N D

N S A

T T

E B

E F O

R E P

R O

C E E D

H T

R K w w w .b e e r s h o ff m a n .c o m

22-038

A401

-0

A N O

N C

O U N T Y M

U N

A L B

A S E I I R

E N O

V A T

N S

ENLARGED

PLANS &

INTERIOR

ELEVATIONS

07.07.26

S o u th th

S t.

L e b a n o n P A

L E B

A N O

N C

O U N T Y M

U N

A L B

P H A S E I I R

E N O

V A T

N S

ISSUED FOR BIDDING

E E R

H O

F F M

A N L T D

A R

C H

E C T S

1/4" = 1'-0"

RESTROOM CALLOUT

1/4" = 1'-0"

ELEVATION - RESTROOM

1/4" = 1'-0"

ELEVATION - RESTROOM

1/4" = 1'-0"

ELEVATION - RESTROOM

1/4" = 1'-0"

RESTROOM ELEVATION

1/4" = 1'-0"

ELEVATION - RESTROOM

PROJECT

NORTH

TRUE NORTH

PROJECT

NORTH

TRUE NORTH

PROJECT

NORTH

TRUE NORTH

1/4" = 1'-0"

ELEVATION - WORKROOM

1/4" = 1'-0"

ELEVATION - RESTROOM

1/4" = 1'-0"

ELEVATION - RESTROOM

1/4" = 1'-0"

ELEVATION - LAB

1/4" = 1'-0"

ELEVATION - LAB

1/4" = 1'-0"

ELEVATION - INTERVIEW

1/4" = 1'-0"

ELEVATION - INTERVIEW

1/4" = 1'-0"

ELEVATION - INTERVIEW

1/4" = 1'-0"

ELEVATION - INTERVIEW

1/4" = 1'-0"

ELEVATION - INTERVIEW

1/4" = 1'-0"

ELEVATION - INTERVIEW

1/4" = 1'-0"

ELEVATION - INTERVIEW

1/4" = 1'-0"

ELEVATION - LAB

NO. DATE RELEASE

1 07.07.26 PERMIT SET

c L

OFFICE

A116

WAITING

A117

OFFICE

A115

OPEN OFFICE

A113

OFFICE

A110

CORR

A112

OFFICE

A111

OFFICE

A109

OFFICE

A107

OFFICE

A105

OFFICE

A103SAFE

A103a

CONF.

A106

RECEPTION

A108

WAITING

A101

A4024A402 2

A402

A402 8

A1 a

A a

A103

A1 a

A1 b

A108a

A108b

A110b

A110a

A109a

A111a A111b

A109b

A113b

STORAGE

A104

A105

A106

A501

5'-0 1/4" 2'-0" cL

13'-7 3/4"

7' -7

9' -8

HIGH DENSITY

FILE CLEAR

FLOOR SPACE

STD-STD

9'-8 3/4"

STD-GWB

9'-11 1/2"

S T D

-G W

S T D

-S T D

A501

1' -1 c L

1/ "c L

2'-0"

2'-0" 2'-0" cL cL c L cL

2'-10 1/2" 3'-2 1/4" cL

1' -1

"c L

A402

RECEPTION

A114

A402

ADJUSTABLE

SHELVING

ADJUSTABLE

SHELVING

G Y P -S

T D

ADJUSTABLE

SHELVING

ADJUSTABLE

SHELVING

G Y P -S

T D

2'-0" cL

A4027

G Y P -C

T O

C L E A R

A4027

S im

24'' ADJUSTABLE SHELVES

A501

2'-1"

7'-11"

INFILL EXISTING WALL

OPENING. MATCH

EXISTING CONDITION.

INFILL EXISTING WALL

OPENING. MATCH

EXISTING CONDITION.

2'-1"

5'-1"

9' -5

11'-2 1/8"

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

File details come from the government source that posted it. Updated Jul 13, 2026.