42250134_Drawings-Final.pdf

PDF 17 MB Posted Mar 10, 2026

Attached to: Lickdale Renovation - Phase 2
Solicitation number: 6100065581
Issued by: Lebanon County, Pennsylvania

About this file

Written by GovTribe AI · Mar 13, 2026

This comprehensive set of architectural and engineering drawings and specifications pertains to a Commonwealth of Pennsylvania Department of Military and Veterans' Affairs HVAC replacement project at the Lickdale Veterans and Military Outreach Center located at 40 Fisher Avenue, Jonestown, Lebanon County, Pennsylvania. The project (Project No. 42250134) involves the complete replacement of the heating, ventilation, and air conditioning systems serving the 34,442 square-foot facility, which is classified as a "B" occupancy business-type building with one story above grade plane and an actual height of 13 feet 2 inches. The scope of work encompasses demolition of existing HVAC equipment including air handling units, chilled water systems, boilers, and associated ductwork; installation of four new rooftop units (RTUs), multiple variable air volume (VAV) terminal units with reheat coils, new piping systems, ductwork distribution, and control systems. Additionally, the project requires the contractor to provide temporary office and restroom trailers with utilities and ADA-accessible connections for building occupants during the construction period, coordinate with electrical and general contractors for ceiling penetrations and fixture reinstallation, and maintain protective measures for existing furniture and building systems.

The contract documents indicate that work may not commence until current building occupants have been relocated to onsite temporary modular facilities. The HVAC contractor is responsible for removal and disposal of all demolition waste at an EPA-approved facility and for protecting all furniture, flooring, and wall coverings throughout the project duration, with the contractor bearing all costs for repairing or replacing damaged government property. The design incorporates multiple base bid options, including base mechanical systems and a separate base bid (#2) for boiler room work, with equipment specifications from manufacturers including Trane (RTUs and VAV units), H.B. Smith (boilers), Armstrong (pumps), and Tuttle & Bailey (diffusers and registers). The project follows 2018 International Building Codes, 2017 National Electrical Code standards, and incorporates a Building Management System utilizing Johnson Controls Metasys technology integrated with the existing base-wide system, with gas and water submeters to be furnished by the BMS contractor for remote monitoring and control.

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Other files

File	Type	Posted
General Conditions to the Construction Contract DMVA 2024 v6.docx	DOCX document	Mar 10, 2026
Addendum #4.docx	DOCX document	Mar 10, 2026
Notice to Bidders.docx	DOCX document	Mar 10, 2026
Bid docs to be returned.pdf	PDF	Mar 10, 2026
Wage Rates.pdf	PDF	Mar 10, 2026
Addendum #2.docx	DOCX document	Mar 10, 2026
6100065581 BDISBO SDB VBE presentation.pdf	PDF	Mar 10, 2026
42250134_Pre-Bid RFI Log.pdf	PDF	Mar 10, 2026
Addendum #1.docx	DOCX document	Mar 10, 2026
Pre-Bid sign in.pdf	PDF	Mar 10, 2026
42250134_Specifications-Final.pdf	PDF	Mar 10, 2026
Instructions to Bidders DMVA - 2024.docx	DOCX document	Mar 10, 2026
Administrative Procedures 2023 DMVA.docx	DOCX document	Mar 10, 2026
Addendum #3.docx	DOCX document	Mar 10, 2026
Addendum #5.docx	DOCX document	Mar 10, 2026
Addendum #6.docx	DOCX document	Mar 10, 2026

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JOSH SHAPIRO, GOVERNOR

MAJOR GENERAL JOHN R. PIPPY, THE ADJUTANT GENERAL

PROJECT NO.: 42250134

HVAC REPLACEMENT

LICKDALE VETERAN'S AND MILITARY OUTREACH CENTER

40 FISHER AVENUE

JONESTOWN, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA

INDEX TO DRAWINGS

DESIGN PROFESSIONALS

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILBING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

ARCHITECTURAL DRAWINGS

NO. NAME

A1.0 EXISTING FLOOR PLAN AND CODE INFO.

GENERAL PLANS

NO. NAME

G1.0 COVER SHEET

GENERAL CONSTRUCTION CONTRACT (.1)

ELECTRICAL DRAWINGS

NO. NAME

E0.1 EAST LIGHTING DEMOLITION

ELECTRICAL CONTRACT (.4)

HVAC DRAWINGS

NO. NAME

M0.1 MECHANICAL DEMOLITION PLAN

HVAC CONTRACT (.2)

PROJECT

SITE

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

DESCRIPTION

Professional's Signature DateProfessional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

DATENO.

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY AND VETERANS' AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

DMVA PROJECT NO.:

ArmstrongButler

Clarion

Venango Mercer

Lawrence

Crawford

Erie

Warren

Forest

McKean

Elk

Jefferson

Clearfield

Cameron

Potter

Centre

Clinton

Beaver

Allegheny

Washington

Greene Fayette

Westmoreland

Indiana

Somerset

Cambria

Bedford

Blair

Huntingdon

Fulton Franklin

Tioga Bradford Susquehanna Wayne

Pike

Lacka- Wyoming

Luzerne

Sullivan

Lycoming

Mifflin

Snyder

Union

Northum-tour Columbia

Schuylkill

Carbon

Monroe

North-

Lehigh

Bucks

Montgomery

Philadelphia

Delaware

Juniata

Perry

Cumberland

Adams York

Lancaster

Lebanon Dauphin Berks

Chester wanna

Mon-amptonberland

NO SCALE

COUNTY LOCATION MAP

VICINITY MAP

REVISIONS

CAMPUS LAYOUT

CODE APPROVALS

42250134

HVAC REPLACEMENT

V.M.O.C.

40 FISHER AVENUE

JONESTOWN, LEBANON COUNTY, PENNSYLVANIA

COVER SHEET

J. NYE 19 FEB. 2026

B. TOEVS AS NOTED

G1.0

A1.1 DEMOLITION PLAN

A1.2 NEW CEILING LAYOUT

C1.0 SITE PLAN

M1.1 MECHANICAL DUCT PLAN

M1.2 MECHANICAL ROOF PLAN

M2.1 MECHANICAL PIPING PLAN

M2.2 MECHANICAL LARGE SCALE PLANS

M3.1 MECHANICAL SCHEDULES AND DETAILS

E0.2 WEST LIGHTING DEMOLITION

E0.3 EAST ELECT. EQUIPMENT DEMOLITION

E0.4 WEST ELECT. EQUIPMENT DEMOLITION

E1.1 EAST LIGHTING PLAN

E1.2 WEST LIGHTING PLAN

E2.1 EAST POWER PLAN

E2.2 WEST POWER PLAN

E3.1 PANEL SCHEDULES

E3.2 SYMBOLS SCHEDULE

M0.2 MECHANICAL DEMOLITION PLAN

M0.3 MECHANICAL DEMOLITION PLAN

02/24/2026

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BRIAN E. TOEVS

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ENGINEER

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PROFESSIONAL

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REGISTERED

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PENNDOT STANDARD GUIDE RAIL

TREE

BENCHMARK

447.75

[450]

CONCRETE HATCH

FIRE HAYDRANT

UTILITY POLE

FLOW ARROW

BENCHMARK ELEVATION

SPOT ELEVATION

MANHOLE

WATER VALVE

ELECTRIC - UNDERGROUND

WATER LINE

SANITARY SEWER

SITE / CIVIL LEGEND

POLE MOUNTED AREA LIGHTING

FENCELINE

COMMUNICATION - UNDERGROUND

NATURAL GAS

WATERLINE CURB STOP

STORM SEWER

STORM INLET

ELECTRIC - OVERHEAD

YCO SANITARY YARD CLEAN OUT

T ELECTRICAL TRANSFORMER W/ VAULT

G GENERATOR

BENCHMARK

447.75

YCO

EXISTING PROPOSED

CONTOUR LINE

CC COMMUNICATIONS MANHOLE

E ELECTRIC PULL-BOX

BOLLARD

MH-SAN (EXG)

RIM = XXX.XX'

INV = XXX.XX'

MH-SAN (NEW)

RIM = XXX.XX'

INV = XXX.XX'

GAS VALVEG G

IRON PIN FOUND

IRON PIN SET (TO BE SET)

CONCRETE MONUMENT FOUND

CONCRETE MONUMENT SET

STONE PILE

BERNSTEIN MONUMENT

.2 HVAC CONTRACTOR TO PROVIDE 2 EACH

TEMPORARY OFFICE TRAILERS AND 1 EACH

TEMPORARY MALE/FEMALE RESTROOM

TRAILERS W/ CONTINUOUS WALKWAY

CONNECTING ALL TRAILERS, W/ ADA

ACCESSIBLE RAMPS AT EITHER END, FOR

BUILDING OCCUPANTS. SEE

SPECIFICATIONS FOR TRAILER

REQUIREMENTS. RESTROOM TRAILER WILL

INCLUDE TANKS FOR WATER AND SEWER.

TEMPORARY HANDICAP

PARKING STALLS TO BE

PROVIDED BY GOVERNMENT.

TEMPORARY HANDICAP

PARKING STALLS TO BE

PROVIDED BY GOVERNMENT.

VAN ACCESSIBLE HANDICAPPED

PAINTED WHITE

SYMBOL ON BLUE

BACKGROUND IN

ACCORDANCE WITH

FEDERAL STANDARDS (TYP)

11'-0"

6'-6"

5'-0"

NEW HANDICAPPED

PARKING SIGN

4" WHITE PAINT LINES

@ 45 DEG. ON 2'-0"

CENTERS (TYP.)

7' -0

4" WHITE PAINTED LINES9'

-0

PARKING STALL DETAIL

4" WHITE TRAFFIC

PAINT LINE (TYP.)

9'-0"

5'-0"

4" WHITE PAINT LINES

@ 45 DEG. ON 2'-0"

CENTERS (TYP.)

CROSS-WALK DETAIL

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE, JONESTOWN

UNIION TWP, LEBANON CO., PENNSYLVANIA 17038

SITE PLAN

K. LLOYD 17 FEB. 2026

B. TOEVS AS NOTED

C1.0

LICKDALE VMOC - SITE PLAN

SCALE: 1" = 30'

30' 15' 0' 30' 60'SCALE IN FEET

LOCATION MAP

SCALE: 1" = 2,000'

PROJECT SITE

GENERAL NOTES

1. THE SITE PLAN WAS PROVIDED FROM A PREVIOUS RENOVATION PROJECT

FOR THE FORMER LICKDALE ELEMENTARY SCHOOL, DATED 31 DECEMBER

1994 AND IS MERELY DIAGRAMMATIC. THE CONTRACTOR WILL BE

REQUIRED TO VERIFY EXISTING FEATURES, PRIOR TO START OF WORK.

2. THERE IS NO EXCAVATION OR SITE WORK PLANNED FOR THIS PROJECT,

HOWEVER IF ANY SITE WORK OR EXCAVATION WOULD BE REQUIRED, THE

CONTRACTOR WILL BE REQUIRED TO DO A PA ONE CALL PRIOR TO

COMMENCING ANY EXCAVATION WORK.

3. THE .3 CONTRACTOR IS REQUIRED TO PROVIDE/COORDINATE TEMPORARY

OFFICE TRAILERS AND RESTROOMS FOR THE CURRENT BUILDING

OCCUPANTS AND PROVIDE POWER TO SAID TRAILERS.

4. THE GOVERNMENT WILL BE RESPONSIBLE TO PAINT/MARK TEMPORARY ADA

PARKING STALLS PER DETAILS THIS SHEET.

C1.0

2 STANDARD PARKING STALL - BY GOV"T

NOT TO SCALE

C1.0

1 ADA VAN ACCESSIBLE DETAIL - BY GOV'T

NOT TO SCALE

TLT.

D N

EWC

MEN'S

35 SF

WOMEN'S

80 SF

J.C.

WOMEN'S

207 SF

MEN'S

170 SF

TLT.

SHWR.

DIV. OF PROGRAM SVCS.

1794 SF

MECH

104 SF

OFFICE

SUPPLIES

163 SF

REINTEGRATION &

OUTREACH

602 SFOPERATIONS &

INITATIVES

700 SF

OFFICE

244 SFOFFICE

155 SF

REINTEGRATION &

OUTREACH/VSO'S

908 SF

TLT.

STORAGE

137 SF

VESTIBULE

OFFICE

100 SF

OVA

CONF. ROOM

906 SF

BUREAU

DIRECTOR

120 SF

EXECUTIVE

SUITE

CA = 187 SF

DIVISION

CHIEF

112 SF

DIVISION

CHIEF

120 SF

BUREAU

DIRECTOR

174 SF

"FUTURE"

MARINE CORP.

818 SF

"FUTURE"

AMVETS

818 SF

74 SF

HOTELING

787 SF

OFFICE

97 SF

OFFICE

113 SF

OFFICE

122 SF

EXEC.

CONF.

97 SF

EXECUTIVE

DIRECTOR

142 SF

ELEC.

35 SF

BUREAU

DIRECTOR

120 SF

TLT.

144 145

144a

144b 142 141

139a

140b 140a

136 136a

135a

135b

133a 133b

133c

133d

133e

126125

102103

106c

106d

107e

107c

107a

107d

117 119

131a

127 128

131b

109b109a

TBD

156 SF

STORAGE

70 SF

OFFICE

SPACE

732 SF

OFFICE

SPACE

700 SF

OFFICE

SPACE

653 SF

TBD

238 SF

TBD

530 SF

MULTI-PURPOSE

1866 SF

STORAGE

400 SF

EMERG. GEN.

140 SF

WALK-INs

140 SF

STORAGE

204 SF

STORAGE

114 SF

STOR.

20 SF

STORAGE

107 SF

MECHANICAL

784 SF

STORAGE

166 SF

ELEC.

55 SF

OFFICE

150 SF

OFFICE

150 SF

KITCHEN

700 SF

STORAGE

360 SF

OFFICE

SPACE

638 SF

OFFICE

SPACE

130 SF

WAITING/

SECRETARY

160 SF

MECH.

91 SF

TBD

50 SF

ELEC.

22 SF

OFFICE

SPACE

136 SF

J.C.

OFFICE

135 SF BREAK RM.

300 SF

TBD

244 SF

TBD

130 SF

TBD

90 SF

OFFICE

SPACE

680 SF

OFFICE

SPACE

680 SF

OFFICE

SPACE

680 SF

DEERS

OFFICE(S)

715 SF

106b

105a

106a

107b

109a 111a

110a

TLT.

104a

CLO.

D N

EWC

J.C.

DIV. OF PROGRAM SVCS.

1794 SF

MECH

104 SF

OFFICE

SUPPLIES

163 SF

REINTEGRATION &

OUTREACH

602 SFOPERATIONS &

INITATIVES

700 SF

OFFICE

244 SFOFFICE

155 SF

REINTEGRATION &

OUTREACH/VSO'S

908 SF

TLT.

STORAGE

137 SF

LOBBY

485 SF

VESTIBULE

OFFICE

100 SF

OVA

CONF. ROOM

906 SF

BUREAU

DIRECTOR

120 SF

EXECUTIVE

SUITE

CA = 187 SF

DIVISION

CHIEF

112 SF

DIVISION

CHIEF

120 SF

BUREAU

DIRECTOR

174 SF

"FUTURE"

MARINE CORP.

818 SF

"FUTURE"

AMVETS

818 SF

U P

74 SF

HOTELING

787 SF

OFFICE

97 SF

OFFICE

113 SF

OFFICE

122 SF

EXEC.

CONF.

97 SF

EXECUTIVE

DIRECTOR

142 SF

ELEC.

35 SF

BUREAU

DIRECTOR

120 SF

144 145

144a

144b 142 141

139a

140b 140a

136 136a

135a

135b

133a 133b

133c

133d

133e

126125

107a

OFFICE

SPACE

653 SF

STORAGE

360 SF

OFFICE

SPACE

680 SF

OFFICE

SPACE

680 SF

OFFICE

SPACE

680 SF

DEERS

OFFICE(S)

715 SF

106b

CLO.

111a

CLO.

110a

CORRIDOR

252 SF

CORRIDOR

1083 SF

CORRIDOR

840 SF

CORRIDOR

956 SF

CORRIDOR

1030 SF

CORRIDOR

148 SF

BUILDING CODE & STANDARDS ANALYSIS

CODE INFORMATION

CODE SECTION DESCRIPTION PROJECT INFORMATION

IBC 302.1 OCCUPANCY CLASSIFICATION "B" BUSINESS

TYPE OF CONSTRUCTION IB

IBC 504 BUILDING HEIGHT AND STORIES:

IBC 504.3 ALLOWABLE HEIGHT (FEET ABOVE GRADE) "UL" UNLIMITED

ACTUAL HEIGHT (FEET ABOVE GRADE) 13 FEET - 2 INCHES

IBC 504.4 ACTUAL STORIES (ABOVE GRADE PLANE) 1

IBC 601

FIRE RESISTANCE RATINGS OF BLDG. ELEM.:

PRIMARY STRUCTURAL FRAME 2

EXTERIOR BEARING WALLS 2

INTERIOR BEARING WALLS 2

601/602 EXTERIOR NON-BEARING WALLS/PARTITIONS 1

INTERIOR NON-BEARING WALLS/PARTITIONS 0

FLOOR CONSTRUCTION 2

ROOF CONSTRUCTION 1

EQUIPPED WITH A SPRINKLER SYSTEM NO ("NS")

IBC 506.2 ALLOWABLE AREA (SQUARE FOOTAGE) "UL" UNLIMITED

ACTUAL AREA (SQUARE FOOTAGE) TOTAL = 34,442 SF

IBC

CHAPTER 10: MEANS OF EGRESS

1004IBC AREA PER OCCUPANT BUSINESS - 150 GROSS

1005.1IBC EGRESS WIDTH PER OCCUPANT WITHOUT SPRINKLER = 0.2 INCHES PER PERSON

1005.3.2IBC EGRESS CAPACITY BASED ON OCCUPANTS 112 PERSONS @ 0.2 = 24.25 INCHES

1006.3.2IBC MIN. NUMBER OF EXITS PER STORY 1-500 = 2 EXITS

ACTUAL NO. OF EXITS 7 (2 IN RENOVATION AREA)

1010.1.1IBC SIZE OF DOORS (CLEAR WIDTH) 32 INCHES MINIMUM

ACTUAL SIZE OF DOORS (CLEAR WIDTH) SINGLE DOORS = 34 INCHES DOUBLE DOORS = 68 INCHES

1006.2IBC COMMON PATH 100FT MAXIMUM

1007.1.1IBC EXIT CONFIGURATION (2 EXIT MIN.) DIAGONAL DIMENSION: 166 FEET /2 = 83 FEET

1017.2IBC EXIT ACCESS TRAVEL DISTANCE BUSINESS WITHOUT SPRINKLER = 200 FEET

1020.1IBC CORRIDOR FIRE-RESISTANCE RATING 30> OCCUPANTS, WITHOUT SPRINKLER SYSTEM = 1 HOUR

ACTUAL CORRIDOR FIRE-RESISTANCE RATING 4

1020.2IBC MINIMUM CORRIDOR WIDTHS BUSINESS = 44 INCHES MINIMUM

ACTUAL CORRIDOR WIDTHS SEE LIFE SAFETY PLAN (LS.1.1)

BUILDING CODES & STANDARDS:

APPLICABLE CODES & STANDARDS

CODE DESCRIPTION YEAR /NA NOTES

INTERNATIONAL BUILDING CODE 2018

INTERNATIONAL RESIDENTIAL CODE 2018

INTERNATIONAL EXISTING BUILDING CODE 2018

INTERNATIONAL ENERGY CONSERVATION CODE 2018

INTERNATIONAL MECHANICAL CODE 2018

INTERNATIONAL PLUMBING CODE 2018

INTERNATIONAL FIRE CODE 2018

NFPA 70, NATIONAL ELECTRICAL CODE 2017

ACCESSIBILITY CODES & STANDARDS:

ICC/ANSI A117.1 (ENFORCED UNDER PA UCC) 2017

ADA STANDARDS FOR ACCESSIBLE DESIGN 2010

DoD UNIFIED FACILITIES CRITERIA:

04-010-01: ANTI-TERRORISM STANDARDS FOR FAC. 2024

04-020-01: SECURITY ENGINEERING PLANNING MAN. 2008

03-101-01: ARCHITECTURE DESIGN MANUAL 2024 NA

01-200-01: GENERAL BUILDING REQUIREMENTS 2024

03-600-01: FIRE PROTECTION FOR FACILITIES 2021 NA

03-120-10: INTERIOR DESIGN

03-201-01: CIVIL ENGINEERING

03-301-01: STRUCTURAL ENGINEERING

03-401-01: MECHANICAL ENGINEERING

03-410-01: HEATING, VENTILATION AND A/C

03-420-01: PLUMBING SYSTEMS

03-501-01: ELECTRICAL ENGINEERING

03-520-01: INTERIOR ELECTRICAL SYSTEMS

03-530-01: INTERIOR/EXTERIOR LIGHTING SYSTEMS

03-550-01: EXT. ELECTRICAL POWER DISTRIBUTION

03-580-01: TELCOM CABLING SYSTEMS

04-010-02: MINIMUM ANTITERRORISM STANDOFFS 2022

04-021-01: MASS NOTIFICATION SYSTEMS 2010

INTERNATIONAL BUILDING CODE, CHAPTER 11 2018

"●"INDICATES APPLICABLE

PA DEPARTMENT OF MILITARY & VETERANS' AFFAIRS

FACILITY INFORMATION

FACILITY OWNER:

LICKDALE VETERANS AND MILITARY OUTREACH CENTERFACILITY NAME:

40 FISHER AVENUESTREET ADDRESS:

JONESTOWN, PENNSYLVANIA, 17038CITY, STATE, ZIP CODE:

UNION TOWNSHIPMUNICIPALITY/TOWNSHIP:

LEBANONCOUNTY:

BUILDING 0-47, FORT INDIANTOWN GAPSTREET ADDRESS:

ANNVILLE, PENNSYLVANIA, 17003CITY, STATE, ZIP CODE:

UNION TOWNSHIPMUNICIPALITY/TOWNSHIP:

LEBANONCOUNTY:

"B" BUSINESSOCCUPANCY CLASSIFICATION:

VETERANS & VETERAN'S FAMILIES OUTREACH SERVICESINTENDED FACILITY USE:

33-2310979-408442-0000TAX MAP NUMBER:

DEED BOOK AND PAGE NUMBER:

SALE DATE:

02342-6444 07/17/2024

LEBANON COUNTY PROPERTY INFORMATION

553136PREVIOUS FILE NUMBER:

DATE OF LAST PLAN REVIEW/APPROVAL:

PERMIT NUMBER:

22 NOVEMBER, 2024

202401132

PA DEPARTMENT OF LABOR & INDUSTRY INFORMATION

ISSUED VARIANCE(S) NONE

FACILITY NAME: LICKDALE VETERAN'S AND MILITARY OUTREACH CENTER

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

EXISTING FLOOR PLAN

AND BLDG. CODE INFO.

J. NYE 19 FEB. 2026

B. TOEVS AS NOTED

A1.0

EXISTING FLOOR PLAN

SCALE: 3/32" = 1'-0"

02/24/2026

AutoCAD SHX Text A

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AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text No. PE-045894-E

AutoCAD SHX Text

BRIAN E. TOEVS

AutoCAD SHX Text Y

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

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AutoCAD SHX Text A

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D3 D3

D2D2D2

D2D2

D2 D2

D2D2

SOFFIT

CONCRETE MASONRY UNITS

FULL HEIGHT PARTITION WALLS

PARTIAL HEIGHT PARTITION WALLS

CONCRETE

GYP. BOARD

ACOUST. CEILING TILE/GRID (2x2)

LIGHT FIXTURE

LIGHT FIXTURE (EMERGENCY)

OCCUPANCY SENSOR (CEILING)

EXIT SIGN

ACOUST. CEILING TILE/GRID (2x4)

HVAC - SUPPLY DIFFUSER

HVAC - RETURN REGISTER

CEILING GRID/TILE TO BE REMOVED

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

DEMOLITION PLAN

J. NYE 19 FEB. 2026

B. TOEVS AS NOTED

A1.1

DEMOLITION PLAN

SCALE: NOT TO SCALE

DEMOLITION NOTES

REMOVE EXISTING 2x2 CEILING TILE AND GRID.

GRID SUSPENSION WIRE MAY STAY IN-PLACE AND

BE UTILIZED FOR NEW GRID INSTALLATION.

REMOVE EXISTING 2x4 CEILING TILE AND GRID.

GRID SUSPENSION WIRE MAY STAY IN-PLACE AND

BE UTILIZED FOR NEW GRID INSTALLATION.

REMOVE EXISTING 2x2 CEILING GRID. CEILING TILE

TO BE REMOVED BY GOVERNMENT.

REMOVE SECTION OF SOFFIT GYP. BOARD TO

EXPOSE DUCTWORK. COORDINATE LOCATION

WITH HVAC CONTRACTOR (POINT 2).

GENERAL DEMOLITION NOTES

1. NO WORK MAY COMMENCE WITHIN THE FACILITY

UNTIL CURRENT BUILDING OCCUPANTS HAVE

BEEN RELOCATED TO THE ONSITE TEMPORARY

MODULAR FACILITIES.

2. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL

AND DISPOSAL OF ALL DEMOLITION WASTE IN AN

OFF-SITE EPA APPROVED LANDFILL OR WASTE

DISPOSAL FACILITY.

3. ALL EMPLOYEE PERSONAL RELATED BELONGINGS

WILL BE REMOVED BY THE GOVERNMENT. OFFICE

FURNITURE WILL REMAIN IN-PLACE DURING THE

DURATION OF THE PROJECT.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING ALL FURNITURE, FLOORING, WALL

COVERINGS, ETC. DURING THE DURATION OF THE

PROJECT.

5. CONTRACTOR WILL BE HELD RESPONSIBLE FOR

AND INCUR ALL ASSOCIATED COSTS WITH THE

REPAIRING AND/OR REPLACING OF ANY DAMAGED

GOVERNMENT PROPERTY.

6. DRAWINGS ARE DIAGRAMATIC AND DEPICT

GENERALIZED CONDITIONS. CONTRACTOR IS

RESPONSIBLE TO FIELD VERIFY EXISTING

CONDITIONS PRIOR TO THE COMMENCEMENT OF

ANY WORK.

7. EXISTING DIFFUSERS AND REGISTERS TO BE

REMOVED BY HVAC CONTRACTOR (POINT 2).

8. EXISTING LIGHTING AND OCCUPANCY SENSORS TO

BE REMOVED BY ELECTRICAL CONTRACTOR

(POINT 4).

9. EXISTING CEILING MOUNTED AV ACCESSORIES TO

BE REMOVED BY ELECTRICAL CONTRACTOR

(POINT 4).

PLAN LEGEND

02/24/2026

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AutoCAD SHX Text No. PE-045894-E

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BRIAN E. TOEVS

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ENGINEER

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PROFESSIONAL

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REGISTERED

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SOFFIT

NEW CEILING HEIGHT

12'-0" AFF

INSTALL NEW GYPSUM BOARD (SIZE TO

MATCH EXISTING). FINISH GYPSUM BOARD

AND PAINT TO MATCH ADJACENT SURFACE(S).

CONCRETE MASONRY UNITS

FULL HEIGHT PARTITION WALLS

PARTIAL HEIGHT PARTITION WALLS

CONCRETE

GYP. BOARD

ACOUST. CEILING TILE/GRID (2x2)

LIGHT FIXTURE

LIGHT FIXTURE (EMERGENCY)

OCCUPANCY SENSOR (CEILING)

EXIT SIGN

ACOUST. CEILING TILE/GRID (2x4)

HVAC - SUPPLY DIFFUSER

HVAC - RETURN REGISTER

CEILING GRID/TILE TO BE REMOVED

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

NEW CEILING LAYOUT

J. NYE 19 FEB. 2026

B. TOEVS AS NOTED

A1.2

NEW CEILING GRID/TILE LAYOUT

SCALE: 3/32" = 1'-0"

CONSTRUCTION NOTES

1. NO WORK MAY COMMENCE WITHIN THE FACILITY

UNTIL CURRENT BUILDING OCCUPANTS HAVE

BEEN RELOCATED TO THE TEMPORARY ONSITE

MODULAR FACILITIES.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR

PROTECTING ALL FURNITURE, FLOORING, WALL

COVERINGS, ETC. DURING THE DURATION OF THE

PROJECT.

3. CONTRACTOR WILL BE HELD RESPONSIBLE FOR

AND INCUR ALL ASSOCIATED COSTS WITH THE

REPAIRING AND/OR REPLACING OF ANY DAMAGED

GOVERNMENT PROPERTY.

4. CONTRACTOR SHALL FIELD VERIFY ALL

CONDITIONS PRIOR TO THE PURCHASING AND

INSTALLING OF NEW CEILING GRIDS AND TILES.

5. DRAWING ONLY DEPICTS CEILING GRID AND

CEILING TILE. REFER TO HVAC AND ELECTRICAL

PLANS FOR CEILING MOUNTED EQUIPMENT AND

ACCESSORIES.

6. EXISTING CEILING HEIGHTS SHALL BE MAINTAINED

THROUGHOUT FOR NEW INSTALLATION, UNLESS

OTHERWISE NOTED.

7. CONTRACTOR SHALL COORDINATE ALL REQUIRED

CEILING PENETRATIONS WITH BOTH THE HVAC

(POINT 2) AND ELECTRICAL (POINT 4)

CONTRACTORS.

8. HVAC (POINT 2) CONTRACTOR IS RESPONSIBLE

FOR INSTALLATION OF ALL DIFFUSER, REGISTER,

GRILLE, ETC. GENERAL (POINT 1) CONTRACTOR TO

COORDINATE LOCATIONS.

9. ELECTRICAL CONTRACTOR (POINT 4) IS

RESPONSIBLE FOR INSTALLATION OF ALL

LIGHTING, OCCUPANCY SENSORS, ETC. GENERAL

(POINT 1) CONTRACTOR TO COORDINATE

LOCATIONS.

10. EXISTING CEILING MOUNTED AV EQUIPMENT AND

ACCESSORIES TO BE REINSTALLED BY

ELECTRICAL CONTRACTOR (POINT 4). GENERAL

(POINT 1) TO COORDINATE LOCATIONS.

11. NEW CEILING MOUNTED AV EQUIPMENT AND

ACCESSORIES TO BE INSTALLED BY GOVERNMENT

AV CONTRACTOR. GENERAL (POINT 1) TO

COORDINATE LOCATIONS.

PLAN LEGEND

02/24/2026

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AutoCAD SHX Text No. PE-045894-E

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BRIAN E. TOEVS

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ENGINEER

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PROFESSIONAL

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REGISTERED

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NEW CEILING HEIGHT

12'-0" AFF

TLT.

D N

MEN'S

WOMEN'S

J.C.

FEMALE

LATRINE MALE

LATRINE

TLT.

SHWR.

102103

106c

106d

107e

107c

107a

107d

117 119

131a

127 128

131b

MULTI-PURPOSE

1866 SF

STORAGE

400 SF

EMERG. GEN.

140 SF

WALK-INs

140 SF

STORAGE

204 SF

STORAGE

114 SF

STOR.

20 SF

STORAGE

107 SF

MECHANICAL

784 SF

STORAGE

166 SF

ELEC.

55 SF

OFFICE

150 SF

OFFICE

150 SF

KITCHEN

700 SF

STORAGE

360 SF

OFFICE

SPACE

638 SF

OFFICE

SPACE

130 SF

WAITING/

SECRETARY

160 SF

MECH.

91 SF

TBD

50 SF

ELEC.

22 SF

OFFICE

SPACE

136 SF

J.C.

OFFICE

135 SF

BREAK RM.

300 SF

TBD

244 SF

TBD

130 SF

TBD

90 SF

106b

105a

106a

TLT.

104a

IT120

C H

ATC

LIN

REMOVE AND DISPOSE OF AIR HANDLING UNIT,

HANGERS AND SUPPORTS, PIPING AND DUCTRORK

REMOVE AND DISPOSE OF AIR HANDLING UNIT, MAKEUP AIR

DUCT THRU ROOF, AND RETURN AIR AND SUPPLY AIR DUCT

RISERS. THE SUPPLY AIR DISTRIBUTION AND RETURN AIR

DISTRIBUTION SHALL REMAIN. PREPARE SUPPLY AND

RETURN DUCT FOR CONNECTION TO NEW DUCTWORK.

REMOVE DUCT SECTION FOR

INSTALLATION OF NEW VAV BOX

REMOVE DUCT SECTION FOR

INSTALLATION OF NEW VAV BOX

REMOVE DUCT SECTION FOR

INSTALLATION OF NEW VAV BOX

REMOVE DUCT SECTION FOR

INSTALLATION OF NEW VAV BOX

REMOVE AND DISPOSE OF

EXHAUST DUCTWORK UP TO

ROOF EXHAUSTER

REMOVE AND DISPOSE OF

DUCTWORK UP TO ROOF HOOD

SOFFIT

INSTALL NEW GYPSUM BOARD (SIZE TO

MATCH EXISTING). FINISH GYPSUM BOARD

AND PAINT TO MATCH ADJACENT SURFACE(S).

C H

ATC

LIN

REMOVE AND DISPOSE OF AIR HANDLING UNIT, PIPING,

MAKEUP AIR DUCT, AND RETURN AIR AND SUPPLY AIR

DUCT RISERS. THE SUPPLY AIR DISTRIBUTION AND

RETURN AIR DISTRIBUTION SHALL REMAIN, ABANDONED

IN PLACE. THE ROOM SHALL BE GUTTED OF ALL HVAC

EQUIPMENT, PIPING AND DUCTRORK

REMOVE DUCTWORK IN SOFFIT

IN PREPARATION FOR NEW

DUCTWORK TO PASS THROUGH

02/24/2026

MECHANICAL FLOOR PLAN DEMO - BASE BID #1

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

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

MECHANICAL ROOF

DEMO PLAN

B. TOEVS 17 FEB. 2026

B. TOEVS AS NOTED

M0.2

02/24/2026

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BRIAN E. TOEVS

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ENGINEER

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PROFESSIONAL

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EXISTING

ROOF

HATCH

EXH

VTR VTR

VTR

VTR VTR

VTR RD

ROOF LEADER

WITH SPLASH

BLOCK

EXH

VTR

(CAPPED)

VTR

RD RD RD

EXH

EXHAUST

HOOD

VTR

VTRCU CU

EXH

VTR

LADDER

C H

E M

H L

RD RD

VTR

EXH

VTR

H L

C H

02/24/2026

MECHANICAL ROOF PLAN DEMO - BASE BID #1

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

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

MECHANICAL ROOF

DEMO PLAN

B. TOEVS 17 FEB. 2026

B. TOEVS AS NOTED

M0.3

02/24/2026

AutoCAD SHX Text REMOVE EXISTING EXHAUST FAN. CAP ROOF CURB WEATHER TIGHT AND PROVIDE MINIMUM R30 INSULATION UNDER CAP.

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AutoCAD SHX Text No. PE-045894-E

AutoCAD SHX Text

BRIAN E. TOEVS

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ENGINEER

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PROFESSIONAL

AutoCAD SHX Text

REGISTERED

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TLT.

EWC

MEN'S

WOMEN'S

J.C.

FEMALE

LATRINE MALE

LATRINE

TLT.

SHWR.

LOBBY

388 SF

VESTIBULE

"FUTURE"

MARINE CORP.

818 SF

"FUTURE"

AMVETS

818 SF

TLT.

ADA

126125

102103

106c

106d

107e

107c

107a

107d

117 119

131a

127 128

131b

109b109a

TBD

156 SF

STORAGE

70 SF

OFFICE

SPACE

732 SF

OFFICE

SPACE

700 SF

OFFICE

SPACE

653 SF

TBD

238 SF

TBD

530 SF

MULTI-PURPOSE

1866 SF

STORAGE

400 SF

EMERG. GEN.

140 SF

WALK-INs

140 SF

STORAGE

204 SF

STORAGE

114 SF

STOR.

20 SF

STORAGE

107 SF

MECHANICAL

784 SF

STORAGE

166 SF

ELEC.

55 SF

OFFICE

150 SF

OFFICE

150 SF

KITCHEN

700 SF

STORAGE

360 SF

OFFICE

SPACE

638 SF

OFFICE

SPACE

130 SF

WAITING/

SECRETARY

160 SF

MECH.

91 SF

TBD

50 SF

ELEC.

22 SF

OFFICE

SPACE

136 SF

J.C.

OFFICE

135 SF

BREAK RM.

300 SF

TBD

244 SF

TBD

130 SF

TBD

90 SF

OFFICE

SPACE

680 SF

OFFICE

SPACE

680 SF

OFFICE

SPACE

680 SF

DEERS

OFFICE(S)

715 SF

106b

105a

106a

107b

109a

110a

TLT.

104a

PLAN NOTES

20x12 x1 x1

12x108x8 x1 x1

12x108x8

14x10 10x10

17x10 8x8

20x1620x12 20x12

17x12 x1 x1

12x108x8 x1 x1

12x108x8

12x12

VAV 3-1

17x12 14x1014x10

14x10

200 200

200 200 200

200200200

200 200 200

200200200

200200

200 200 200

200200

2-x1 x1

200 200

2-x1 x1

VAV 2-5

VAV 2-7

VAV 2-9

C H

330 330 330

330330330

25x18 x1

15x10 x1 x1 x1 x1

16"16"

16" 16"

25x18 RETURN AIR DUCT DROP

THROUGH ROOF ABOVE

40x22 RETURN AIR DUCT DROP

THROUGH ROOF ABOVE

15x25 SUPPLY AIR DUCT DROP

THROUGH ROOF ABOVE

20x25 SUPPLY AIR DUCT DROP

THROUGH ROOF ABOVE

140018"

1200120012001200

12001200

18" x1 x1

18" x1 x1 x1 x1 x1 x1 x1 x1

40x22 RETURN AIR DUCT DROP

THROUGH ROOF ABOVE

30x30 SUPPLY AIR DUCT DROP THROUGH

ROOF ABOVE

17x10 SUPPLY AIR DUCT DROP

THROUGH ROOF ABOVE

25x12 RETURN DUCT

DROP THROUGH ROOF

ABOVE

SHUT-OFF VALVE

PIPE RISE

RETURN GRILLE

PIPE DROP

HVAC SYMBOLS

CEILING SUPPLY DIFFUSER

MANUAL VOLUME DAMPER

PIPE BREAK

PROPANE PIPING

REFRIGERANT PIPING

FLEX DUCT

CONTROL WIRING

FIRE DAMPER

TURNING VANES

DUCT MOUNTED SMOKE DETECTOR

BALANCING VALVE

MOTOR OPERATED CONTROL VALVE

2-WAY

M MOTOR OPERATED CONTROL VALVE

3-WAY

GAS SOLENOID VALVE

AUTOMATIC TEMPERATURE

JUNCTION BOX

TEMPERATURE CONTROLLER

TEMPERATURE SENSOR

TEMPERATURE CONTOLLER

HEATING & COOLING

HEATING ONLY

COMBINATION SMOKE/FIRE DAMPER

LIMIT OF DEMOLITION

CONNECT TO EXISTING

HOSE REEL MOTOR SWITCH (EF-6)

EXHAUST FAN SWITCH (EF-6)

HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLY

CONDENSATE DRAIN

DIRECTION OF FLOW

EXHAUST GRILLE

GAS PRESSURE REGULATOR

DUCT MOUNTED

CARBON DIOXIDE SENSOR

CONTROL PANEL

STRAINER

PRESSURE GAUGE

CHECK VALVE

C H

SOFFIT

INSTALL NEW GYPSUM BOARD (SIZE TO

MATCH EXISTING). FINISH GYPSUM BOARD

AND PAINT TO MATCH ADJACENT SURFACE(S).

DIV. OF PROGRAM SVCS.

1794 SF

MECH

104 SF

OFFICE

SUPPLIES

163 SF

REINTEGRATION &

OUTREACH

602 SF

OPERATIONS &

INITATIVES

700 SF

OFFICE

244 SF

OFFICE

155 SF

REINTEGRATION &

OUTREACH/VSO'S

908 SF

TLT.

STORAGE

137 SF

VESTIBULE

OFFICE

100 SF

OVA

CONF. ROOM

906 SF

BUREAU

DIRECTOR

120 SF

EXECUTIVE

SUITE

CA = 187 SF

DIVISION

CHIEF

112 SF

DIVISION

CHIEF

120 SF

BUREAU

DIRECTOR

174 SF

"FUTURE"

MARINE CORP.

818 SF

74 SF

HOTELING

787 SF

OFFICE

97 SF OFFICE

113 SF

OFFICE

122 SF

EXEC.

CONF.

97 SF

EXECUTIVE

DIRECTOR

142 SF

ELEC.

35 SF

BUREAU

DIRECTOR

120 SF

144a

144b

139a

140b 140a

136 136a

135a

135b

133133a 133b

133c 133d 133e

10x10 17x10

8x8

10x10

17x10 8x8

VAV 3-5

VAV 3-8

14x10 x1

12x10 x1 x1 x1 x1

4-x1

4-x1 x1 x1

4-x1 x1 x1 x1

200 200 200

200200

150 150

200 200

200200

175 175

175175175175

175 175

175175175 x1 x1 x1 x1

C H

E x1 x1 x1 x1 x1 x1 x2 x2 x1 x2

18"

16"

14"

18"

16"

35x25 RETURN AIR DUCT

DROP THROUGH ROOF

ABOVE

25x15 RETURN AIR DUCT

DROP THROUGH ROOF

ABOVE

30x20 SUPPLY AIR DUCT

DROP THROUGH ROOF

ABOVE

20x15 SUPPLY AIR DUCT

DROP THROUGH ROOF

ABOVE

C H

02/24/2026

MECHANICAL DUCTWORK PLAN - BASE BID #1

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

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

MECHANICAL DUCT PLAN

B. TOEVS 17 FEB. 2026

B. TOEVS AS NOTED

M1.1

02/24/2026

AutoCAD SHX Text

AutoCAD SHX Text INTERIOR EXISTING CLASSROOM DIVIDING WALLS ARE BUILT TO BELOW ROOF STRUCTURE BUT ARE NON-LOAD BEARING. AT EACH WALL, CUT WALL PENETRATION AS REQUIRED TO A SIZE TO FIT AS REQUIRED TO A SIZE TO FIT AS REQUIRED TO A SIZE TO FIT DUCTWORK CORRIDOR WALLS ARE LOAD BEARING. NO PENETRATIONS MAY BE CUT THROUGH THESE WALLS WITHOUT APPROVAL FROM STRUCTURAL ENGINEER. ALL SUPPLY DIFFUSERS HAVE CFM INDICATED ON PLAN. DIFFUSER BASIS OF DESIGN SHALL BE TUTTLE & BAILEY A1300 STEPDOWN 3-CONE DIFFUSER, FIXED, ALUMINUM 8" ROUND NECK RETURN GRILLES HAVE CFM INDICATED ON PLAN. GRILLE BASIS OF DESIGN SHALL BE TUTTLE & BAILEY CRE500 WITH SQUARE TO ROUND FITTING FOR CONNECTION TO DUCT.

AutoCAD SHX Text

REFER TO ROOF PLAN FOR CONTINUATION

AutoCAD SHX Text T

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HHWS

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HHWR

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REF

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CONNECT NEW RETURN DUCT TO EXISTING RETURN AIR DUCT

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BRIAN E. TOEVS

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ENGINEER

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PROFESSIONAL

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REGISTERED

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EXISTING

ROOF

HATCH

EXH

VTR VTR

VTR

VTR VTR

VTR RD

ROOF LEADER

WITH SPLASH

BLOCK

EXH

VTR

(CAPPED)

VTR

RD RD RD

EXH

EXHAUST

HOOD

VTR

VTRCU CU

EXH

VTR

LADDER

RTU-1

RTU-3

-3 x2 x2 x1 x1

30x30

40x2225x18

17x10

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RD RD

VTR

EXH

VTR

RTU-4

30x20

15x15

20x15

35x25

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02/24/2026

MECHANICAL ROOF PLAN - BASE BID #1

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

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

MECHANICAL ROOF PLAN

B. TOEVS 17 FEB. 2026

B. TOEVS AS NOTED

M1.2

02/24/2026

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PIPE RISE FOR 5'-0" ROOF ELEVATION CHANGE

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EXISTING GAS METER AND REGULATOR ASSEMBLY. DISCHARGE PRESSURE 2PSI.

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NEW 2" GAS PIPE RISER FROM EXISTING ELBO UP TO ROOF.

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PIPE DROP FOR 5'-0" ROOF ELEVATION CHANGE

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PIPE DROP FOR 5'-0" ROOF ELEVATION CHANGE

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2 PSI TO 7" WC GAS PRESSURE REGULATOR ASSEMBLY WITH VALVES

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2 PSI TO 7" WC GAS PRESSURE REGULATOR ASSEMBLY WITH VALVES

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2 PSI TO 7" WC GAS PRESSURE REGULATOR ASSEMBLY WITH VALVES

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NEW ROOF CURB AND ROOF PENETRATION FOR DUCTWORK (TYPICAL)

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NEW ROOF CURB AND ROOF PENETRATION FOR DUCTWORK (TYPICAL)

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2 PSI TO 7" WC GAS PRESSURE REGULATOR ASSEMBLY WITH VALVES

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NEW ROOF CURB AND ROOF PENETRATION FOR DUCTWORK (TYPICAL)

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BRIAN E. TOEVS

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ENGINEER

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PROFESSIONAL

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REGISTERED

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VAV 3-1

VAV 3-2 VAV 3-3

VAV 3-8

VAV 3-7VAV 3-6

VAV 2-1

VAV 2-2

VAV 2-3

VAV 2-4

VAV 2-5

VAV 2-6

VAV 2-7

VAV 2-8

VAV 2-9

VAV 3-4

C H

NEW CEILING HEIGHT

12'-0" AFF

RCP-1

C H

VAV 3-5

VAV 3-8

VAV 4-4

VAV 4-3

VAV 4-5

VAV 4-6

VAV 4-2

VAV 4-1

VAV 4-7 VAV 4-8

C H

SOFFIT

INSTALL NEW GYPSUM BOARD (SIZE TO

MATCH EXISTING). FINISH GYPSUM BOARD

AND PAINT TO MATCH ADJACENT SURFACE(S).

C H

02/24/2026

MECHANICAL PIPING PLAN - BASE BID #1

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

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

MECHANICAL PIPING PLAN

B. TOEVS 17 FEB. 2026

B. TOEVS AS NOTED

M2.1

02/24/2026

AutoCAD SHX Text EXISTING RADIANT CEILING PANEL LOCATIONS AND PIPING SHOWN FOR REFERENCE. THIS PIPING SYSTEM TO REMAIN. A NEW TWO POSITION CONTROL VALVE SHALL BE INSTALLED IN THE RETURN PIPE MAIN AND SET TO BE CONTROLLED BASED ON OUTDOOR AIR TEMPERATURE. ON A DROP IN TEMPERATURE THE VALVE SHALL OPEN.

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BRIAN E. TOEVS

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ENGINEER

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PROFESSIONAL

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REGISTERED

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DEMOLITION NOTES

P-1

P-2

B-2

ET-1

02/24/2026

BOILER ROOM DEMOLITION - BASE BID #2

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

BOILER ROOM NEW CONSTRUCTION - BASE BID #2

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

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

MECHANICAL LARGE SCALE

PLANS

B. TOEVS 17 FEB. 2026

B. TOEVS AS NOTED

M2.2

02/24/2026

AutoCAD SHX Text

AutoCAD SHX Text REMOVE AND DISCARD ALL EXISTING CHILLED WATER PIPING, PUMPS, AIR SEPARATOR, EXPANSION TANK, SHOT FEEDER, HANGERS AND SUPPORTS. REMOVE AND DISCARD CHILLER EVAPORATOR, REMOTE CONDENSER, AND ALL ASSOCIATED PIPING AND APPURTENANCES. PROPERLY EVACUATE CHILLER REFRIGERANT PRIOR TO DEMOLITION. REMOVE AND DISCARD ONE (1) EXISTING BOILER. THE OTHER (NEWER) BOILER SHALL REMAIN IN PLACE AND IN OPERATIONAL CONDITION. DISCONNECT PIPING AND FLUE STACK AT THE BOILER AND PREPARE PIPING AND STACK FOR RECONNECTION TO NEW BOILER. REMOVE AND DISCARD BOILER PUMPS, VALVES FITTINGS AT THE PUMPS AND PREPARE PIPING FOR RECONNECTION TO NEW PUMPS. REMOVE AND DISCARD HEATING SYSTEM EXPANSION TANK. PREPARE PIPING AND EXISTING HANGERS FOR NEW EXPANSION TANK.

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AutoCAD SHX Text RECONNECT SUPPLY AND RETURN PIPING TO EXISTING PIPING. RECONNECT NEW BOILER TO EXISTING FLUE STACK.

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BRIAN E. TOEVS

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ENGINEER

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PROFESSIONAL

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REGISTERED

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REMARKS

1 DOUBLE WALL CONSTRUCTION W/ 1" MATT FACED INSULATION.

2 DIRECT DIGITAL CONTROL - BY JCI

3 LOW VOLTAGE POWER

L.A.T.P.D.G.P.M.M.B.H.

HOT WATER COIL DATA-55°F E.A.T.

MODEL NO.

VAV TERMINAL UNIT SCHEDULE

SYMBOL

MFG. C.F.M.

MAX. MIN.

C.F.M. C.F.M.

WARM UP MAX.

P.D. NC.

MAX. REMARKS

VAV

MODEL NO.

# OF ROWS

VAV 3-1 TRANE VCWF10 1200 600 600 0.28 - 38.48 2.5 0.98 1002

VAV 3-2 TRANE VCWF10 1200 600 600 0.28 - 38.48 2.5 0.98 1002

VAV 3-3 TRANE VCWF10 1200 600 600 0.28 - 38.48 2.5 0.98 1002

VAV 3-4 TRANE VCWF10 1200 400 500 0.28 - 35.15 2.5 0.98 1002

VAV 3-5 TRANE VCWF10 1200 400 500 0.28 - 35.15 2.5 0.98 1002

VAV 4-6 TRANE VCWF10 1400 700 700 0.68 - 41.28 2.5 0.98 1002

VAV 4-5 TRANE VCWF10 600 300 400 0.21 - 27.88 2.5 0.98 1002

VAV 4-4 TRANE VCWF10 800 400 500 0.28 - 35.15 2.5 0.98 1002

VAV 4-3 TRANE VCWF10 800 400 500 0.28 - 35.15 2.5 0.98 1002

VAV 4-2 TRANE VCWF10 1400 700 700 0.68 - 41.28 2.5 0.98 1002

VAV 4-1 TRANE VCWF10 1000 500 500 0.37 - 35.15 2.5 0.98 1002

VAV 3-8 TRANE VCWF10 900 500 500 0.28 - 35.15 2.5 0.98 1002

VAV 3-7 TRANE VCWF10 1200 600 600 0.28 - 38.48 2.5 0.98 1002

VAV 3-6 TRANE VCWF10 1200 600 600 0.28 - 38.48 2.5 0.98 1002

VAV 2-4 TRANE VCWF10 1000 500 500 0.47 - 32.35 2.5 0.98 1002

VAV 2-3 TRANE VCWF10 1000 500 500 0.47 - 32.35 2.5 0.98 1002

VAV 4-7 TRANE VCWF10 1400 700 700 0.68 - 41.28 2.5 0.98 1002

VAV 4-8 TRANE VCWF10 1400 700 700 0.68 - 41.28 2.5 0.98 1002

1VAV 2-1 TRANE VCWF10 1400 700 700 0.68 - 41.28 2.5 0.98 1002

VAV 2-2 TRANE VCWF10 1200 600 600 0.28 - 38.48 2.5 0.98 1002

VAV 2-5 TRANE VCWF05 150 75 150 0.11 - 12.47 2.5 0.59 1002

VAV 2-6 TRANE VCWF08 480 240 240 0.38 - 15.69 2.5 0.47 1002

VAV 2-7 TRANE VCWF06 280 140 200 0.19 - 13.72 2.5 .059 1002

VAV 2-8 TRANE VCWF08 590 350 350 0.21 - 24.12 2.5 0.47 1002

VAV 2-9 TRANE VCWF08 520 260 325 0.38 - 23.20 2.5 0.47 1002

RATE

BOILER SCHEDULE

SYMBOL TYPE

VOLTAGE

BURNER MOTOR DATA

BOILER

LENGTH

NOM. BOILER SIZE

OUTPUT MBH

HEIGHT

SIZE REMARKS

WIDTH

REMARKS

BASIS OF DESIGN: HB SMITH RTS/28HE-5 WATER BOILER

BASE BID #2

FIRING GROSS NET FLUE

MBH MBH OUTPUT DIAHP

B-1 CASTIRON - 208/3/60 35 1458 1194 1038 - 66" - 41-3/4"

VOLTAGE

REMARKS

R.P.M.H.P.

MOTOR

MFG.

SYMBOL

MODEL NO.

PUMP SCHEDULE

SYSTEM

G.P.M. PUMP HD.

(FT. H 0)2

EFF. FLUID SIZE (IN)

SUCTION DISCHARGE

SIZE (IN) DIA. (IN)

IMPELLER TEMP

(° F)

CIRCULATING FLUID ELECTRICAL DATA

MOUNTING

REMARKS

BASIS OF DESIGN

P-1 ARMSTRONG - HEATING 100 65 - WATER 2" - 8.00 180 5 1750 208/3 -

SYMBOL

ROOFTOP GAS HEAT/ELECTRIC A.C. PACKAGE UNIT SCHEDULE

MFG. MODEL NO.

SERVES E.S.P.

(IN WC) R.P.M. B.H.P.

FAN

SUPPLY FAN PERFORMANCE

C.F.M.

O.A.

C.F.M.

SUPPLY

DESIGN CONDITIONS

SEASON

OUTDOOR INDOOR

D.B. W.B. W.B.D.B.

COOLING COIL DATA (DX)

TOTAL

M.B.H. M.B.H.

SENSIBLE E.E.R. STAGES STAGESOUTPUT

M.B.H.M.B.H.

INPUT

HEATING DATA (NAT. GAS)

AFUE

ELECTRICAL DATA

VOLTAGEF.L.A. M.O.P.M.C.A.

REMARKSWEIGHT

(LBS.)

RTU

REMARKS

1 UNIT SHALL BE PROVIDED WITH A 14" MIN. HIGH STRUCTURAL MOUNTING CURB WITH DUCT SUPPORT RAILS AND NATURAL GAS HEAT

SECTION.

BASIS OF DESIGN

2 UNIT SHALL BE SUPPLIED WITH ECONOMIZER HOOD, BACNET DDC CONTROLLER WITH INTERFACE TO JOHNSON CONTROLS, PANEL AND

BAROMETRIC RELIEF.

3 FURNISH AND INSTALL DUCT SMOKE DETECTORS IN SUPPLY AND RETURN DUCT AS REQUIRED. INSTALL DETECTORS ACCORDING TO NFPA STANDARDS. DUCT SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT.

PROVIDE MULTIPLE-ZONE VAV CONTROLS, COMPLETE WITH SUPPLY FAN VFD, DISCHARGE AIR TEMPERATURE SENSOR, AND DUCT

STATIC PRESSURE SENSOR WITH FAN-PRESSURE OPTIMIZATION CONTROL SEQUENCE

PROVIDE SINGLE-ZONE VAV CONTROLS, COMPLETE WITH SUPPLY FAN VFD, DISCHARGE AIR TEMPERATURE SENSOR AND ZONE

TEMPERATURE SENSOR

PROVIDE MERV 8 FILTER

PROVIDE HOT GAS REHEAT

PROVIDE STAINLESS STEEL DRAIN PAN

PROVIDE CONDENSER HAIL GUARDS

PROVIDE FACTORY-INSTALLED CIRCUIT BREAKER, PHASE MONITOR, AND 120V SERVICE OUTLET

PROVIDE RETURN AND SUPPLY AIR SMOKE DETECTORS

PROVIDE WITH STRUCTURAL ROOF CURB WITH SUPPORT CALCULATIONS

RTU-1 TRANE YSK150A3SBH - 4000 675 1.0 1511 2.35

WINTER 11.6 9 70 -

SUMMER 92 75 76 65

138.96 96.29 10.8 2 250 202.50 - 10:1 - 67 90 208/3 1,669

RTU-2 TRANE YSK240A3SBH - 9,000 700 1.0 1488 4.28

WINTER 11.6 9 70 -

SUMMER 92 75 76 65

265.17 183.37 9.8 2 400 324 - 10:1 - 123 150 208/3 2,593

RTU-3 TRANE YSK300A3SBH - 9,000 1200 1.0 1684 6.19

WINTER 11.6 9 70 -

SUMMER 92 75 76 65

327.61 246.55 10.8 2 600 486 - 10:1 - 123 150 208/3 2,593

RTU-4 TRANE YSK300A3SBH - 9,000 725 1.0 1684 6.19

WINTER 11.6 9 70 -

SUMMER 92 75 76 65

326.60 240.15 10.8 2 600 486 - 10:1 - 123 150 208/3 2,593

2 3

1 2 3

1 2

BASIS OF DESIGN: ARMSTRONG CENTRIFUGAL PUMPS

BASE BID #2

14 BASE BID #1

4 BASE BID #1

P-2 ARMSTRONG - HEATING 100 65 - WATER 2" - 8.00 180 5 1750 208/3 -

2 3 5 6 7

8 9 10 11 12 13 14

1 2 3 4 6 7

8 9 10 11 12 13 14

1 2 3 4 6 7

8 9 10 11 12 13 14

1 2 3 4 6 7

8 9 10 11 12 13 14

DIFFUSERS AND REGISTERS TYPESLEGENDDIFFUSER KEY

BUILDING MANAGEMENT SYSTEM - CONTROLS

8" BEARING (MIN.) EXISTING VERTICAL

REINFORCEMENT (TYP.)

FILL CORES IN HOLLOW

MASONRY UNITS WITH

GROUT 3 COURSES (24")

UNDER LINTELS, UNLESS

OTHERWISE NOTED.

02/24/2026

SCALECHECKED BY

DRAWING NO.DRAWN BY DATE

REVISIONS

DESCRIPTION DATENO.

Professional's Signature Date

DESIGN PROFESSIONALS:

OFFICE OF FACILITIES AND ENGINEERING

BUREAU OF DESIGN AND PROJECT MANAGEMENT

BUILDING 0-10, CHAPEL ROAD, FORT INDIANTOWN GAP

ANNVILLE, LEBANON COUNTY, PENNSYLVANIA

COMMONWEALTH OF PENNSYLVANIA

DEPT. OF MILITARY & VETERAN'S AFFAIRS

ANNVILLE, PENNSYLVANIA 17003

PROJECT NO.:

CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS.

VARIANCE FROM CONTRACT

DOCUMENTS NOT PERMITTED

WITHOUT BUREAU OF ENGINEERING

AND ARCHITECTURE APPROVAL.

VERIFY SCALE

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

BAR IS ONE (1) INCH LONG

ON ORIGINAL DRAWING:

0 1

42250134

HVAC REPLACEMENT

LICKDALE VMOC

40 FISHER AVENUE

JONESTOWN, LEBANON CO., PENNSYLVANIA 17038

MECHANICAL SCHEDULES

AND DETAILS

B. TOEVS 17 FEB. 2026

B. TOEVS AS NOTED

M3.1

02/24/2026

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SUCTION DIFFUSER

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WITH CAP

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(1" MIN DIA)

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SUPPORT LEG

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DRAIN VALVE

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WITH STRAINER

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DRIP PAN

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PERIMETER OF HOUSEKEEPING

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A 6" (MAX) INTERVALS AROUND

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1 1/2 " DOWEL INSERTS LOCATE

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PAD AT APPROXIMATELY 3" INSIDE

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SIDES OF PAD

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FLEXIBLE CONNECTOR

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BUTTERFLY SHUT-OFF

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VALVE

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SUCTION PIPING

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GAGE COCK (TYP)

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PRESSURE GAGE WITH

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BASE MOUNTED PUMP

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EITHER SIDE OF PUMP.

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TEMPERATURE GAGE

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DISCHARGE PIPING

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DISCHARGE AS REQUIRED

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VALVE)

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PAD - ROUGHEN FLOOR BEFORE POURING

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LEVEL TO HOUSEKEEPING PAD

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6" THICK CONCRETE HOUSEKEEPING

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GROUT PUMP FRAME

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PIPING, MIN. FIRST FIVE (5) HANGERS ON

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PIPE HANGERS IN SUPPLY AND RETURN

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PROVIDE VIBRATION ISOLATION TYPE

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PROVIDE REDUCERS AT PUMP SUCTION AND

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BALANCING, CHECK AND SHUT-OFF

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TRIPLE DUTY VALVE (COMBINATION

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SCALE:

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%%U END SUCTION PUMP

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NTS

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(2) - LCD - 12" DIA. - 50 - A

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QUANTITY

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B = TUTTLE & BAILEY MODEL CRE500

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A = TUTTLE & BAILEY MODEL AGITAIR RC

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C = TUTTLE & BAILEY MODEL T75D 1/2" SPACING

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= LAY-IN EXHAUST REGISTER

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LER

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= CEILING DIFFUSER

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= SUPPLY REGISTER

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= EXHAUST REGISTER

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= RETURN REGISTER

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= LAY-IN RETURN REGISTER

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= LAY-IN CEILING DIFFUSER

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LCD

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LRR

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SYMBOL SEE LEGEND

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NECK SIZE

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CFM

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TYPE

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W/TUTLE & BAILEY MODEL A45 MOUNTING FRAME

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FLEXIBLE DUCT

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DUCT TRANSITION

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DUCT RISE

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SQUARE DUCT TEE WITH TURNING VAINES

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MIN. DIMENSION OF 5"

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BRANCH DUCT TAKE OFF

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MANUAL VOLUME DAMPER

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DUCT SLEEVE THRU WALL OR FLOOR

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SQUARE DUCT ELBOW WITH TURNING VAINES

AutoCAD SHX Text PROVIDE BUILDING MANAGEMENT SYSTEM (BMS) CONTROL PANEL. SYSTEM SHALL BE JOHNSON CONTROLS METASYS AND BE AN EXTENSION OF THE EXISTING BASE-WIDE BUILDING MANAGEMENT SYSTEM. CONTACT CHRISTOPHER BARLOW AT JCI, 717-712-1871 BMS WILL INTERFACE TO AC SYSTEMS FOR REMOTE MONITORING. S FOR REMOTE MONITORING. FOR REMOTE MONITORING. BMS CONTRACTOR WILL FURNISH GAS SUBMETER MODEL AL-800 AND IMAC PULSIMATIC CONTRACTOR WILL FURNISH GAS SUBMETER MODEL AL-800 AND IMAC PULSIMATIC TRANSMITTER (WATER SUBMETER). CONNECT ELECTRIC SMART METER TO BMS.

AutoCAD SHX Text 1.

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2-WAY MOTORIZED

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SHUT-OFF VALVE (TYP.)

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BALANCING VALVE

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CONTROL VALVE

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MANUAL AIR VENT

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1. TYPICAL FOR ALL OTHER REHEAT COILS

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UNION

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HEATING COIL

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%%UNOTES:

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(TYP.)

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W/TEST PORTS

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HOT WATER

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SUPPLY INLET

AutoCAD SHX Text

HOT WATER

AutoCAD SHX Text

RETURN OUTLET

AutoCAD SHX Text

TYPICAL FOR REHEAT COILS AS INDICATED ON VAV TERMINAL UNIT SCHEDULES

AutoCAD SHX Text

BALANCING VALVE

AutoCAD SHX Text

3-WAY MOTORIZED

AutoCAD SHX Text

CONTROL VALVE

AutoCAD SHX Text

SHUT-OFF VALVE (TYP.)

AutoCAD SHX Text

BY-PASS

AutoCAD SHX Text

ON DWG. H-6

AutoCAD SHX Text

TYPICAL FOR ALL COILS IN AIR HANDLING UNITS

AutoCAD SHX Text

HEATING COIL

AutoCAD SHX Text

UNION

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

(TYP.)

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MANUAL AIR VENT

AutoCAD SHX Text

W/TEST PORTS

AutoCAD SHX Text

SUPPLY INLET

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RETURN OUTLET

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

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SCALE:

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%%U DUCT CONSTRUCTION DETAILS

AutoCAD SHX Text

AutoCAD SHX Text M3.1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

%%U 2-WAY VALVE COIL PIPING DETAIL TYPICAL

AutoCAD SHX Text

AutoCAD SHX Text M3.1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

%%U 3-WAY VALVE COIL PIPING DETAIL TYPICAL

AutoCAD SHX Text

AutoCAD SHX Text M3.1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SCALE:

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%%U LOAD BEARING MASONRY WALL DUCT OPENING DETAIL

AutoCAD SHX Text

AutoCAD SHX Text M3.1

AutoCAD SHX Text

NTS

AutoCAD SHX Text LOAD BEARING MASONRY WALL DUCT OPENING NOTES: 1. CONTRACTOR MUST ENSURE STRUCTURE IS ADEQUATELY SUPPORTED DURING DEMO AND CONSTRUCTION OF THE…

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