5-Ashley American Legion Final 9-17-2026.pdf

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P.O. Box 663 Pittston, PA 18640 570-654-0113

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COVER

POZ Engineering P.O. Box 663, Pittston, PA 18640

570-654-0113

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

Ashley American Legion Post 673 121 N. Main St. Ashley, Luzerne County, PA

IndexIndex

SHEET INDEXSHEET INDEX

0.0 - Cover

ARCHITECTURALARCHITECTURAL

A-1.1 - First Floor Plan A-2.1 - Elevations A-2.2 - Elevations A-3.1 - Section A-A A-4.1 - Deck Details A-4.2 - Deck Schedules A-5.1 - Door and Windows Schedule

MEP

MEP-1.1 – First Floor Plan HVAC MEP-1.2 – First Floor Plan Plumbing MEP-1.3 – Basement Plan HVAC & Plumbing MEP-2.1 – Sections A MEP-2.2 – Sections B MEP-2.3 – Sections C MEP-3.1 – Schedules MEP-4.1 - Electrical Outlet Plan MEP-4.2 - First Floor Lighting and Power MEP-4.3- Basement Lighting and Power MEP-4.4 - Electrical Schedules *

FOUNDATION

S-1.1 - Foundation Plan S-1.2 - Foundation Detail S-2.1 - Truss Details

* Addendum #1

No. Description Date

PROFESSIONAL

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ENGINEER

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COVER REVISED 9/15/2026

A-2.1 LOUVERS & FOOTER 9/17/2026

MEP4.4 SCHEDULES 9/17/2026

S-1.2 FOOTERS 9/17/2026

09/17/2026

DN

GFI GFI GFI GFI

EF-2 EF-3

TRANSFER GRILLES 540 CFS

700 CFM

DINING AREA

KITCHEN

MEN'S LADIES

T-STAT

CD-2

CO2

T-STAT

CD-1

90' - 4 1/4"

/1 6"

63' - 0 7/8"

3/

/4

5' - 1"

PLAN LEGEND

F-1 COMPOSITE FLOORING

F-2 CERAMIC TILE FLOORING

ROOF ABOVE

P-1 TYPICAL INTERIOR PARTITION

P-2 MOLD RESISTANT PARTITION

(RESTROOMS & KITCHEN)

GENERAL FLOORING NOTES:

CONTRACTOR SHALL FOLLOW ALL FLOOR

FINISH MANUFACTURER INSTALLATION REQUIREMENTS.

ALL SUBFLOORING SHALL BE CLEAN, DRY, AND

SECURELY FASTENED PRIOR TO UNDERLAYMENT

AND FLOORING INSTALLATION.

PROVIDE EXPANSION GAPS AT PERIMETER OF FLOORING

PER MANUFACTURER REQUIREMENTS.

ALL CHANGES IN FLOOR MATERIAL SHALL OCCUR AT

CENTERLINE OF DOOR UNLESS OTHERWISE NOTED.

REFER TO STRUCTURAL DRAWINGS FOR

FRAMING INFORMATION.

F-1

F-1

F-1

F-2F-2

BAR AREA

Dance Floor

Pool Table

Shuffle Board

Storage

St or ag e

FreezerCoolerIce

S.S Table S.S Table www.poz-e.com

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POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

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A-1.1

1ST FLOOR PLAN

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

No. Description Date

1/4" = 1'-0"1 1ST FLOOR

1 1/2" = 1'-0"2 F-2 CERAMIC TILE FLOOR

1 1/2" = 1'-0"3 F-1 COMPOSITE FLOORING

CERAMIC TILE

2X12 FLOOR JOISTS

1/2'' GYPSUM BOARD

1/2'' CDX PLYWOOD SUBFLOOR

1/4" CEMENT BACKER BOARD OR

APPROVED UNCOUPLING MEMBRANE

CERAMIC TILE

2X12 FLOOR JOISTS

1/2'' GYPSUM BOARD

1/2'' CDX PLYWOOD SUBFLOOR

MANUFACTURER-APPROVED RESILIENT

FLOORING UNDERLAYMENT

FLOOR ASSEMBLY SCHEDULE

F-1 – COMPOSITE FLOORING

COMPOSITE FLOORING

MANUFACTURER-APPROVED RESILIENT

FLOORING UNDERLAYMENT, IF REQUIRED

1/2" PLYWOOD SUBFLOOR

FLOOR FRAMING PER PLAN

LOCATION:

ALL NON-TILED AREAS UNLESS OTHERWISE NOTED.

NOTES:

INSTALL FLOORING AND UNDERLAYMENT IN ACCORDANCE

WITH MANUFACTURER REQUIREMENTS.

F-2 – CERAMIC TILE FLOORING

CERAMIC TILE SET IN THIN-SET MORTAR

1/4" CEMENT BACKER BOARD OR APPROVED UNCOUPLING MEMBRANE

WATERPROOFING MEMBRANE AT WET AREAS, WHERE REQUIRED

1/2" PLYWOOD SUBFLOOR

FLOOR FRAMING PER PLAN

LOCATION:

BATHROOMS AND OTHER TILED AREAS AS INDICATED ON PLAN.

NOTES:

INSTALL TILE ASSEMBLY IN ACCORDANCE WITH TILE AND

UNDERLAYMENT MANUFACTURER REQUIREMENTS.

North

GENERAL DRYWALL NOTES

ALL DRYWALL TO BE 5/8" GYPSUM WALLBOARD UNLESS OTHERWISE

NOTED. SEE WALL SCHEDULE ABOVE.

ALL INTERIOR WALLS TO BE FINISHED AS SCHEDULED, UNLESS

OTHERWISE NOTED

PROVIDE MOISTURE-RESISTANT GYPSUM BOARD IN ALL BATHROOMS

AND KITCHEN AREAS AS INDICATED (P-2).

COORDINATE WALL AND DOOR LOCATIONS WITH MEP AND

STRUCTURAL DRAWINGS.

INTERIOR WALL SCHEDULE

P-1 – TYPICAL INTERIOR PARTITION

1/2" GYPSUM WALLBOARD EACH SIDE

2x4 WOOD STUDS @ 16" O.C. (U.N.O.)

FINISH AS SCHEDULED

P-2 – MOLD-RESISTANT PARTITION (BATHROOMS & KITCHEN)

1/2" MOLD-RESISTANT GYPSUM WALLBOARD ON ROOM SIDE

2x4 WOOD STUDS @ 16" O.C. (U.N.O.)

FINISH AS SCHEDULED

PROVIDE MOISTURE-RESISTANT GYPSUM BOARD IN BATHROOMS

AND KITCHEN AREAS.

SEAL ALL PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF

AS REQUIRED TO PREVENT WATER INTRUSION.

PROVIDE PROPER FLASHING AT WINDOWS, DOORS, ROOF EDGES,

AND OTHER EXTERIOR OPENINGS.

MAINTAIN POSITIVE DRAINAGE AWAY FROM THE

BUILDING FOUNDATION.

PROVIDE VAPOR / MOISTURE BARRIERS WHERE REQUIRED BY THE

WALL, FLOOR, AND ROOF ASSEMBLIES.

ALL WET MATERIALS SHALL BE ALLOWED TO DRY PRIOR

TO ENCLOSURE.

REPLACE WATER-DAMAGED OR MOLD-CONTAMINATED MATERIALS

PRIOR TO FINISH INSTALLATION.

PROFESSIONAL

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Emanuel T Posluszny, P.E.

ENGINEER

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Architectural Design by:

Kesselman Architectural Design, LLC Lynn Kesselman, RA

08/28/2026

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

Top of rail 611' - 6"

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

Top of rail 611' - 6"

GRADE TO CLEAR LOUVER

24" MINIMUM

24" X 24" X 18" THK

CONCRETE FOOTER

#5 BARS @ 6" EACH WAY

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POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

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A-2.1

ELEVATIONS

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

1/4" = 1'-0"1 NORTH ELEVATION

1/4" = 1'-0"2 SOUTH ELEVATION1

No. Description Date

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

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A.2.1 REVISED 9/17/2026

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

Top of rail 611' - 6"

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

Top of rail 611' - 6" www.poz-e.com

Scale

Date

Drawn By

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POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

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A-2.2

ELEVATIONS

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

1/4" = 1'-0"1 EAST ELEVATION

1/4" = 1'-0"2 WEST ELEVATION3

No. Description Date

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

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1/2'' GYPSUM BOARD CEILING

R-49 INSULATION

TYPICAL ROOF ASSEMBLY

ASPHALT SHINGLES, 25-YEAR MIN.

ROOFING UNDERLAYMENT

1/2" EXTERIOR-GRADE PLYWOOD SHEATHING

PREFABRICATED WOOD TRUSSES

R-49 INSULATION

1/2" GYPSUM BOARD CEILING

TOP OF ROOF

CEILING LEVEL

FIRST FLOOR

REAR GRADE

TOP OF SLAB

9'

3/

8'

0" 3'

0"

TYPICAL EXTERIOR WALL ASSEMBLY

EXTERIOR FINISH

WEATHER-RESISTIVE BARRIER

15/32" OR 5/8" STRUCTURAL EXTERIOR-GRADE OSB SHEATHING

2x6 WOOD STUDS @ 16" O.C. (IF CONFIRMED)

R-20 INSULATION

1/2" GYPSUM WALLBOARD

FASTEN OSB WITH 8d NAILS

@ 6" O.C. AT PANEL EDGES,

12" O.C. IN FIELD, AND 4"

O.C. AT BUILDING CORNERS.

TYPICAL FLOOR ASSEMBLY

FINISH FLOORING

(REST ROOM CERAMIC TILE)

(OTHERS COMPOSITE FLOORING)

APPROVED UNDERLAYMENT

1/2" PLYWOOD SUBFLOOR

WOOD FLOOR JOISTS

TYPICAL FOUNDATION WALL ASSEMBLY

CAST-IN-PLACE CONCRETE FOUNDATION WALL

EXTERIOR WATERPROOFING MEMBRANE

REINFORCED CONCRETE FOOTING BELOW

TYPICAL BASEMENT SLAB ASSEMBLY

6'' CONCRETE SLAB

VAPOR BARRIER

COMPACTED GRANULAR BASE

COMPACTED SUBGRADE

TYPICAL FOUNDATION FOOTING

REINFORCED CONCRETE CONTINUOUS FOOTING

SIZE AS SHOWN 24''X12''

CENTERED BELOW FOUNDATION WALL

SEE S-2.1 FOR FOUNDATION DETAILS

1'

0"

2' - 0"

3.5” SCHEDULE 80 STEEL POST

¼” STEEL PLATE TOP AND BOTTOM OF POST

W 12X58 STEEL BEAM

“DRAWINGS DEPICT THE GRAPHIC NATURE OF THE WORK TO BE PERFORMED.

IT IS THE GENERAL CONTRACTOR’S RESPONSIBILITY TO VERIFY ALL

DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION.

ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF

THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.”

NOTE:

1/4'' STEEL PLATE WELDED TO POST

WIDE FLANGE STEEL BEAM

1/4" STEEL PLATE, BOLTED TO BEAM

3.5" SCH. 80 STEEL POST

1/4" STEEL BASE PLATE, WELDED TO POST

BEAM AND PLATE DRILLED FOR 3/4" A325 OR F3148 BOLT

OR APPROVED BEAM CLAMP

/4

8'

/2

C-1

C-2 www.poz-e.com

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POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

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A-3.1

SECTION A-A

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

No. Description Date

1/2" = 1'-0"1 SECTION A-A

TYPICAL CEILING CONSTRUCTION

ACOUSTICAL CEILING TILE THROUGHOUT OCCUPIED AREAS

SUSPENDED GRID SYSTEM

COORDINATE WITH LIGHTING, HVAC DIFFUSERS, SPRINKLERS,

AND OTHER CEILING DEVICES

OPEN TO STRUCTURE AT BASEMENT MECHANICAL / OPEN AREAS

PROVIDE ACCESS PANELS WHERE REQUIRED FOR EQUIPMENT

ABOVE CEILING

GENERAL CEILING NOTES

All ceilings shall be installed in accordance with manufacturer ’s requirements and applicable ANSI/ASTM standards.

Coordinate ceiling grid with light fixtures, HVAC diffusers, sprinklers, speakers, and other ceiling-mounted devices.

Center ceiling grid in room where practical. Maintain symmetry about centerlines.

Provide and locate access panels as required for access to valves, controls, and equipment above ceiling.

Maintain minimum clearances at light fixtures and sprinklers as required by code.

All mechanical, electrical, and plumbing work above ceiling shall be coordinated prior to ceiling installation.

CEILING SCHEDULE

C-1 – ACOUSTICAL CEILING TILE

2' x 4' acoustical ceiling tile White fine texture Suspended ACT grid system Ceiling height: 10'-0" A.F.F.

C-2 – OPEN TO STRUCTURE

No suspended ceiling Structure, ductwork, piping, and conduit exposed Ceiling height: 10'-0" A.F.F.

PROFESSIONAL

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Emanuel T Posluszny, P.E.

ENGINEER

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1st Floor 608' - 0"

Ground Elev 600' - 0"

Top of rail 611' - 6"

A-4.1

63' - 0"

8' - 0"

6' - 0"

Basement 597' - 0"

1st Floor 608' - 0"

Ground Elev 600' - 0"

Top of rail 611' - 6"

A-4.1

A-4.1

11' - 3 9/16"

0' - 5 1/2"

0' - 4 1/2"

0'

1/

4"

0' - 3 1/2"

0' - 5 1/2"

1'

6"

1' - 0"

1st Floor 608' - 0"

Ground Elev 600' - 0"

Top of rail 611' - 6"

50' - 11 15/16"

10' - 0"

5' - 0" www.poz-e.com

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Date

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P.O. Box 663 Pittston, PA 18640 570-654-0113

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A-4.1

Deck Details

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

1/4" = 1'-0"1 Deck Section

1" = 1'-0"2 Deck details 3" = 1'-0"3 Deck details - Callout 1

3" = 1'-0"4 Deck details - Callout 2

Concrete Footing

6x6 Post

Simpson BC46

4x4 Post

2x10 Double Beam

6x6 Post

Simpson CC76

2x6 Cross Rail

1/4" = 1'-0"5 Deck section 2

Wood Decking

No. Description Date

GENERAL NOTES

ALL WORK SHALL CONFORM TO THE 2021 IBC, 2021 IRC AND ALL APPLICABLE LOCAL CODES.

CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS IN THE FIELD

PRIOR TO CONSTRUCTION.

DETAILS ON THIS SHEET ARE TYPICAL. REFER TO PLAN FOR LOCATIONS AND DIMENSIONS.

ALL STRUCTURAL MEMBERS SHALL BE PROPERLY FASTENED IN ACCORDANCE WITH

MANUFACTURER'S REQUIREMENTS AND CODE.

DECK NOTES

DECK DESIGN LIVE LOAD: 40 PSF

GUARDRAIL HEIGHT SHALL BE 36" MIN. ABOVE DECK SURFACE.

MAXIMUM SPACING BETWEEN GUARDRAIL PICKETS SHALL BE 4" O.C.

ALL WOOD IN CONTACT WITH CONCRETE OR GROUND SHALL BE PRESSURE TREATED.

ALL HARDWARE AND FASTENERS EXPOSED TO THE WEATHER SHALL BE HOT-DIP

GALVANIZED OR STAINLESS.

PROFESSIONAL

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ENGINEER

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POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

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A-4.2

Deck Schedules

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

No. Description Date

DECK Post Schedule Mark Count Type Family and Type Structural Material Comments

P1 24 4x4 Dimension Lumber-Column: 4x4 Softwood, Lumber DECK P2 14 6x6 Timber-Column: 6x6 Softwood, Lumber DECK

Grand total: 38

DECK Framing Schedule

Mark COUNT MEMBER SIZE DESCRIPTION FAMILY AND TYPE COMMENTS

F1 12 2x6 PRESSURE-TREATED WOOD POST Dimension Lumber: 2x6 DECK

F2 68 2x8 PRESSURE-TREATED WOOD POST Dimension Lumber: 2x8 DECK

F3 21 2x10 PRESSURE-TREATED WOOD POST Dimension Lumber: 2x10 DECK

Grand total: 101

DECKING BOARD SCHEDULE

SIZE DESCRIPTION TOTAL INSTALLED LENGTH

2x6 PRESSURE-TREATED WOOD

DECKING

1943' - 3 1/2"

DECK FOOTING SCHEDULE

Mark Count Type Description Comments

MARK DESCRIPTION

MEMBER MARK LEGEND

P1

P2

F1

F2

F3

D1

FT1

6X6 DECK POST

4X4 GUARD POST

2X6 DECK FRAMING MEMBER

2X8 DECK FRAMING MEMBER

2X10 DECK FRAMING MEMBER

2X6 DECK BOARD

CONCRETE DECK POST FOOTING

GENERAL DECK NOTES

1. ALL EXTERIOR DECK POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING, RIM MEMBERS, AND WOOD DECKING SHALL

BE PRESSURE-PRESERVATIVE-TREATED LUMBER UNLESS NOTED OTHERWISE.

2. LUMBER SPECIES, GRADE, AND ALLOWABLE SPANS SHALL CONFORM TO THE STRUCTURAL DESIGN AND

APPROVED PROJECT SPECIFICATIONS.

3. PROVIDE LUMBER TREATMENT APPROPRIATE FOR THE EXPOSURE CONDITION. WOOD IN CONTACT WITH

CONCRETE, MASONRY, OR SOIL SHALL BE RATED FOR THE APPLICABLE USE.

4. ALL FASTENERS, ANCHORS, HANGERS, POST BASES, AND CONNECTORS SHALL BE EXTERIOR-RATED AND

COMPATIBLE WITH THE SPECIFIED PRESERVATIVE-TREATED LUMBER.

5. USE HOT-DIP GALVANIZED OR STAINLESS-STEEL FASTENERS AND HARDWARE WHERE REQUIRED FOR

COMPATIBILITY WITH PRESERVATIVE-TREATED WOOD.

6. FIELD-TREAT ALL CUT ENDS, NOTCHES, AND BORED HOLES IN TREATED LUMBER IN ACCORDANCE WITH THE

LUMBER TREATMENT MANUFACTURER’S REQUIREMENTS.

7. INSTALL ALL MANUFACTURED CONNECTORS WITH THE MANUFACTURER’S SPECIFIED FASTENERS. DO NOT

SUBSTITUTE FASTENER TYPES OR QUANTITIES.

8. PROVIDE CONTINUOUS CORROSION-RESISTANT FLASHING AT ALL DECK LEDGER-TO-BUILDING CONNECTIONS.

MAINTAIN POSITIVE DRAINAGE AWAY FROM THE EXISTING BUILDING.

9. VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS PRIOR TO FABRICATION OR

CONSTRUCTION. REPORT DISCREPANCIES BEFORE PROCEEDING.

10. DO NOT CUT, NOTCH, DRILL, OR MODIFY STRUCTURAL MEMBERS EXCEPT AS SPECIFICALLY SHOWN OR

APPROVED BY THE DESIGN PROFESSIONAL.

11. DIMENSIONS SHOWN SHALL GOVERN. DO NOT SCALE DRAWINGS.

12. REFER TO SHEET A-4.1 FOR DECK CONNECTIONS, GUARD DETAILS, FOOTING DETAILS, AND TYPICAL ASSEMBLIES.

13. F1 FOOTINGS SUPPORT P1 6×6 DECK POSTS. REFER TO A-4.1 FOR TYPICAL FOOTING AND POST-BASE DETAILS.

PROFESSIONAL

L

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ENGINEER

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P.O. Box 663 Pittston, PA 18640 570-654-0113

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A-5.1

Door and Windows Schedule

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

No. Description Date

Window Quantities Assembly

Code Assembly

Description Count Window Description Type Manufacturer Model URL Window

Type Comments

B2020100 Windows 8 Window-Double_Hung_Transom-And ersen-E_Series

20" x 20" Andersen Corporation

E-Series Double Hung Transom www.eaglewindo w.com

29 Aluminum-clad wood double hung picture window

B2020100 Windows 8 Window-Double_Hung_Transom-And ersen-E_Series

30" x 20" Andersen Corporation

E-Series Double Hung Transom www.eaglewindo w.com

30 Aluminum-clad wood double hung transom window

B2020100 Windows 6 Window-Double_Hung-Andersen-E_S eries

30" x 60" Andersen Corporation

E-Series Double Hung www.eaglewindo w.com

31 Aluminum-clad wood double hung window

Grand total: 22

Door Quantities Assembly

Code Count Door Description Type Width Height Thickness Type Mark Comments

2 Hollow_Metal_Door_9236 36" x 84" 3' - 0" 7' - 0" 0' - 1 3/4" 37 DOORS 1 Door-Overhead-Rolling 72'' 6' - 0" 6' - 6" 0' - 3" 44 DOORS 2 Doble-Panel_2 1830 x 1981 mm 5' - 0" 6' - 6" 0' - 2" 38 DOORS

B2030200 9 Door-Passage-Single-Flush Door-Passage-Single-Flush 2' - 6" 7' - 0" 0' - 1 3/4" 26 DOORS B2030200 2 Door-Passage-Single-Flush-Dbl_Acting Door-Passage-Single-Flush-Dbl_Acting 3' - 0" 7' - 0" 0' - 1 3/4" 27 DOORS

Grand total: 16

GENERAL NOTES

1. FIELD VERIFY ALL EXISTING OPENINGS BEFORE FABRICATION

2. COORDINATE HARDWARE SETS WITH PROJECT SPECS

3. VERIFY TEMPERED / SAFETY GLAZING WHERE REQUIRED BY CODE

4. CONFIRM MANUFACTURER SIZES AND ROUGH OPENINGS PRIOR TO ORDERING

PROFESSIONAL

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ENGINEER

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4" HIGH HOUSEKEEPING PAD

1/2" DRAIN VALVE

PIPING SCHEMATIC

WITH HOSE BIBB END

WATER BOILER

NO SCALE

NO

NC

1/2" BYPASS

PT

2"

H W R

1/2"

CW

TO PUMP

2"

OPEN

M

2" PT

CAST BRONZE AUTO

AIR VENT

1/2"

A

LOCK HANDLE

PRESSURE/TEMPERATURE

PLUG. (TYP.)

EXPANSION

TANK

3 WAY VALVE

HWS

AIR SEPARATOR

OTHER CONNECTIONS & CONTROLS.

2.

RELIEF VALVE

ASME RATED PRESSURE

BOILER MANUFACTURER.

1.

NOTES:

TO FLOOR

1" BOILER DRAIN, PIPE

1/2" MANUAL VENT

AQUASTAT

4" HOUSEKEEPING

LOW-WATER CUTOFF

FLOOR

PIPE DISCHARGE TO

M

UNION

PAD

SHUT-OFF VALVE

(TYP.)

THERMOMETER

VENT PIPING

SEE SPECIFICATIONS FOR

COORDINATE CONNECTIONS WITH

WHERE ACCEPTABLE BY MANUFACTURER.

3. USE CONCENTRIC VENT TERMINATION KIT

HWR HWS

CONTROL VALVE

MOTORIZED 3 WAY

DETAIL.

4. SEE MANUFACTURER'S DRAWINGS FOR GAS CONNECTION

3/4" NATURAL GAS LINE

FINAL CONNECTION

1" COLD WATER LINE

BY M.C.

PIPE FOR COUNTER FLOW CONFIGURATION.

WITH MEMORY STOP INDICATOR

AT ALL HIGH POINTS IN PIPING

PROVIDE MANUAL AIR VENTS

NOTE:

SYSTEM.

HWS

DRAIN LINE

1/2" BALL VALVE

HWR

TYPICAL

TYPICAL

PRESSURE GAUGE

MANUAL AIR VENT

TEMPERATURE GAUGE

FLOW

AIR

M

BALANCE/SHUT-OFF VALVE

CONTROL VALVE

UNION

BLOW DOWN

Y-STRAINER W/

BALL VALVE

HWS

HWR SIZES

SEE PLANS

FOR RUN OUT

M M

MANUAL AIR

VENT (TYP.)

INSTALL SOLID 4" HIGH

EXISTING DRYWALL AND

INSULATION SYSTEM TO REMAIN

FIELD VERIFY

FIELD APPLIED DUCT INSULATION

SEALANT, ALL AROUND

INSTALL SOLID C.M.U. AT ALL SIDE OF LOUVER,

WEAVE SOLID C.M.U. INTO EXISTING C.M.U.

NOTE:

AT JAMBS AND SILL

FILL CAVITY W/ GROUT

CONT. SEALANT

INTAKE/EXHAUST LOUVER

W/ BIRD SCREEN

|" SHIM AND

ALL AROUND

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

C.M.U.

X

X

X

X

X

X

X

M

MOTOR OPERATED INTAKE DAMPER.

(24v CONTROL POWER REQUIRED)

COORDINATE WITH ATC VENDOR.

UNION OR FLANGE

REDUCER

SCREWED END

Y-STRAINER W/

(IF REQ'D)

W/GAUGECOCK

CHECK VALVE

PRESSURE GAUGE

P-1

BALL VALVE

VALVE

BALANCING

2"2"

TO PUMP P-1

2"

2"

EXTERIOR WALL LOUVER DETAIL

N.T.S.

INLINE PUMP DETAIL

N.T.S.

HYDRONIC COIL DETAIL (AHU-1)

N.T.S.

HOT WATER GAS BOILER DETAIL

N.T.S.

NOTE: THIS DETAIL IS VERY GENERIC AND MAY NOT

COMPLY WITH THE BASIS OF DESIGN EQUIPMENT

MANUFACTURER'S IOM. USE MANUFACTURER'S

RECOMMENDED INSTALLATION DETAIL IF AVAILABLE OR

EDIT AS REQUIRED.

B-1

DI

AI

DIRTY ALARM

(.75" WC)

TSDPS

ALARM

DI

FS

AI

TT

H

C

STATUS/FAILURE

O A

H

ALARM

DI

HC

CT

M

SUPPLY FAN

DO

START/STOP

FILTER

OUTSIDE

TS

AI

SPACE TEMPERATURE

SENSOR (WITH TOC)

INTEGRAL HOT WATER

HEATING COIL WITH

SUPPLY AIR

TEMPERATURE

FOR BAR AREA AND DINING AREA

AI

SPACE CARBON DIOXIDE

SENSOR (FOR BAR AREA)

CO2

AIR

OUTSIDE

AIR DAMPER

AO

M

RETURN

AIR

ECONOMIZER

LINKAGE

FACE & BYPASS DAMPER

AO

M

AO

HWS

SCHEMATIC - REFER TO CARRIER COMPANY FOR EQUIPMENT CONTROLS

AHU-1 CONTROLS

NOTES:

LOCKING LUGS INTEGRAL W/VANE.

MAXIMUM UNSUPPORTED VANE LENGTH 48"

FRAMES-BOLTED OR RIVETED TO ELBOW.

VANES & FRAMES-SAME GAUGE AS ELBOW.

1.

2.

3.

4.

2"

3"

VANED ELBOW TURNING VANE

LOCKING LUG

4\"

2|"

FRAME

2"

DRAIN PLUG

M

IN

1" PVC 90°

STANDARD

ELBOWS

3/4" RED MALE

ADAPTER (IF REQ'D)

CEILINGMIN.

1" RETURN BEND, PVC

DRAIN PAN

1" MPT GALV NIPPLE

3"

TO DRAIN

AIR FLOW

DOUBLE SIDE

TRANSITIONS

SINGLE SIDE

W2xD2

& BRANCH MAINS

MAINS

BxD1

MAINS, SUBMAINS

AxD1

W1xD1

W2xD2 W2xD2+W3xD3

W3xD3 W2xD2+W3xD3

DUCT

TURNING VANES

DOUBLE-THICKNESS

VANED ELBOWS

B=

A=

RADIUS

AIR

FLOW

NOTE

W

R

SUPPLY

R=W

FLOW

AIR

SUPPLY

BOOT TAP

AIR FLOW

W3xD3

L=W/4, MIN 4"NOTE:

W

FLOW

AIR

DUCT

RETURN OR EXHAUST

AIR

L=W/4, MIN 4"

BOOT TAP

NOTE:

VOLUME DAMPER

FLOW

W

VOLUME DAMPER

DUCT

15°

30°

6" MIN.

45°

45°

6" MIN.

RETURN OR

EXHAUST DUCT

RECTANGULAR

MAIN OR BRANCH DUCT

DUCT MAX. 5'-0"

INSULATED

FLEXIBLE

ROUND NECK

ON DIFFUSER

CEILING

VOLUME DAMPER (INSULATED)

BUTTERFLY

CEILING DIFFUSER

OR SQUARE-

TO-ROUND

ADAPTER

MAX. SIDE

(8 FT. MAX. HANGER SPACING)

NOTES:

TYPE "B", "C", & "D"

1. FOR SEVERAL DUCTS ON ONE HANGER, TYPE "B", "C",

OR "D" MAY BE USED. SIZE OF HANGER WILL BE

SELECTED ON SUM OF DUCT WIDTHS EQUAL TO MAX.

WIDTH OF DUCT SCHEDULE.

1" STRAP

DOVER 96"

UP TO 18"

19" TO 60"

61" TO 96"

DIMENSION

DUCT HANGER

A

B

C

TYPE

1-1/2" x 1-1/2" x 1/8"

1-1/2" x 1-1/2" x 3/16"

1/2" 2" x 2" x 1/4"

ROD

5/16"

3/8"

DIA.

ANGLE

SIZE

4'-0"

MAX

8'-0"

8'-0"

8'-0"

SPACING

(8 FT. MAX. HANGER SPACING. ALSO

PROVIDE 3 HANGERS AT EACH TAKE-OFF

TYPE "A"

1" x 16 GA.

GALV. IRON

STRAP OR

ALUMINUM

SHEET METAL SCREW,

RIVET OR BOLT TO

BOTH SIDES OF DUCT.

SECURE TO STRUCTURE

ABOVE AS RECOMMENDED

BY SMACNA

FOR BRACING ANGLES

NUT & WASHER AT

SEE NOTES

END OF ROD.

HANGER ROD (TYP)

SECURE TO STRUCTURE

ABOVE AS RECOMMENDED

BY SMACNA

FLOOR

ANGLE IRON PERIMETER

PACK VOID WITH FIBROUS

FILL. SEAL WITH CAULK AIRTIGHT

SUPPORT ATTACH TO DUCT

AND FLOOR

45°

MAIN DUCT

45°

EQUAL TO REQ'D

BRANCH DUCT

DIMENSIONS

1/4 BRANCH

DUCT WIDTH,

BUT MIN. 4"

EQUAL TO

REQ'D BRANCH

DUCT DIA.

ADJUSTABLE

ELBOW RINGS

1" MIN. ON

TOP AND

BOTTOM

SEAL ALL

AROUND

SUPPLY AIRFLOW

SEAL ALL

AROUND

1" MIN. ON

TOP AND

BOTTOM

MAIN DUCT

SUPPLY AIRFLOW

SUPPLY MAIN

SET SCREW

SLIP SLEEVE

1/4" DIA PUSH/PULL ROD

T

THROAT VARIES

CLOSED HEM EDGE

12" MIN BUT NOT

LESS THAN 2"T"

OF LIGHTS.

OPENING ABOVE LEVEL

LOCATE BOTTOM OF

SEE PLANS FOR SIZE

AIRFLOW

BEVELED EDGE FRAME.

GRILLE WITH

WALL

MOUNTING ANGLE

SCREW IN BEVELED

EDGE FRAME.

DUCTWORK CONNECTION DETAILS

N.T.S.

DUCTWORK HANGAR DETAILS

N.T.S.

TYPICAL BRANCH TAKE-OFF FITTING DETAILS

N.T.S.

DIFFUSER DUCTWORK CONNECTION DETAIL

N.T.S.

DUCT DIVISION DETAIL

N.T.S.

DUCTWORK THRU FLOOR DETAIL

N.T.S.

TRANSFER GRILLE DETAIL

N.T.S.

CONDENSATE PIPING CONNECTION DETAIL

N.T.S.

DOUBLE THICKNESS TURNING VANES FOR SQ ELBOW

N.T.S.

x 16"14" x x 16"14" x 20"14" x 8"14"x 8"14" x x x 8"12" x 8"12" x 8"12" x 8"12" x 8"12"x 8"12" x 16"20" x 16"20" x 16"20" x x x 14"20" x 14"20" x 12"18" x 12"12" x x 12"20" x 16"14" x 16"12" ø8" ø8" ø8" ø8" ø8" ø8" ø8" ø8" ø8" ø8" ø10" ø10" ø10" ø10" ø10" ø10" ø10" ø10"

200 CFM

200 CFM

200 CFM

200 CFM

200 CFM

200 CFM

200 CFM

200 CFM

200 CFM

200 CFM

300 CFM

300 CFM

300 CFM

300 CFM 1

300 CFM

300 CFM

300 CFM

300 CFM

x 16"14" x 20"20" x

EF-2 EF-3

x

" TRANSFER GRILLES 540 CFS

800 CFM

CFM

CFM

CFM

600 CFM700 CFM

BAR AREA

DINING AREA

KITCHEN

MEN'S LADIES

T-STAT

CD-2

CO2

T-STAT

CD-1

www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

As indicated

8/

/2

:4 5:

A

M

MEP-1.1

FIRST FLOOR PLAN HVAC

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker

DMP

Issue Date Project Number

1/4" = 1'-0"1 1st Floor

NOTE:

DUCTWORK TO BE INSTALLED

IN ATTIC. DUCTWORK SHOWN

ON THIS PLAN FOR CLARITY.

No. Description Date

6" = 1'-0"2 Details 1

6" = 1'-0"3 Details 2

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

MODEL #B-LINE

FIG. 3100 STANDARD

CLEVIS HANGER OR

APPROVED EQUAL PER

SPECIFICATIONS

CROSS

BRACE

ALL THREADED

ROD

PIPE

RING

PIPE

NUT AND WASHER

ADJUST & POSITION

WITHIN SLOT

TYPICAL WALL PENETRATION

DETAIL

TYPICAL GAS METER

DETAIL

DETAIL AT VENT PIPE THRU

ROOF

GAS PIPE CONNECTION

DETAIL

FLOOR CLEANOUT

DETAIL

PIPE HANGER

DETAIL

NOTES:1. AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL

NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, OPERABLE WINDOW,

OR OTHER INTAKE OPENING OF THE BUILDING OR OF AN

ADJACENT BUILDING, AND ANY SUCH VENT TERMINAL SHALL NOT BE

WITHIN 10 FEET HORIZONTALLY OF SUCH AN OPENING UNLESS

IT IS AT LEAST 2 FEET ABOVE THE TOP OF SUCH

OPENING2. FOLLOW ROOF MANUFACTURER'S FLASHING INSTRUCTIONS

WHERE REQUIRED MANUFACTURER'S

WARRANTY

NOTE: P.C. SHALL LOCATE GAS COCK (SHUT-OFF VALVE) WITHIN 48"

OF GAS EQUIPMENT CONNECTION - COORDINATE LOCATION

OFEQUIPMENT WITH ALL OTHER TRADES AND

H.C..

M

IN

IM

U M

V E R

IF

Y w A U

TH

O R

IT

Y

H A V

IN

G

JU

R

IS

D

IC

TI

O N

BY P.C.BY H.C.

PAINT PIPE WITH

BLACK FINISH

VENT PIPE SIZE TO

BE A MIN. OF 3"∅.

(SEE DRAWINGS

FOR EXACT SIZE)

MAKE SEAL WATERTIGHT

BY AN APPROVED

FLASHING (BLACK FINISH)

FLASHING

COLLAR

WOOD

FRAMING

REDUCE IF REQUIRED

(ANY INCREASE IN THE

SIZE OF THE VENT SHALL

BE MADE INSIDE THE

STRUCTURE A MIN. OF 1

FOOT BELOW THE ROOF

REQUIRED SIZE

(SEE DRAWINGS

FOR EXACT SIZE)

6" DIRT

LEG

FROM GAS

SUPPLY

CORRUGATED

STAINLESS STEEL

FLEXIBLE GAS HOSE

TO CONNECT TO

EQUIPMENT

GROUND JOINT

UNION

MANUAL SHUT-OFF VALVE

WITH AN 1/8" N.P.T

PLUGGED TAPPING

ACCESSIBLE FOR TEST

GAUGE CONNECTION

EXTEND GAS VENT(S) TO

OUTSIDE OF BUILDING.

COORDINATE ALL VENT

LOCATION AS REQUIRED

BY CODE WITH ALL OTHER

BUILDING ENVELOPE OPENINGS

GAS PRESSURE REGULATOR IF

NECESSARY, 4.5" TO 10.5" WC

OUTLET, SET OUTLET PRESSURE

PER EQUIPMENT MANUFACTURER'S

RECOMMENDATIONS (MAXITROL

OR APPROVED EQUAL)

GRADE

P.C. TO VERIFY

WITH SITE CONTRACTOR

RESPONSIBILITY OF

WORK ON SITE

GAS METER

PROVIDED TO

OWNER BY THE

LOCAL UTILITY

COMPANY (TYP.)

GAS SHUT-OFF

VALVE (TYP.)

UNION

(TYP.)

GAS PRESSURE REGULATOR

(PROVIDED BY LOCAL

UTILITY COMPANY)

ESCUTCHEON PLATE ON

BOTH SIDES WHERE

PIPING IS EXPOSED

METAL

STUD

INSULATION

(WHERE REQ'D)

CONTINUOUS FLANGE

FULL FORMED

SHEET METAL SLEEVE

(MIN. 22 GA.)

ZERO

CLEARANCE

SHEET METAL ANGLE

RING (MIN. 22 GA.),

SECURE TO SLEEVE

FIBERGLASS ROPE (1000°F)

MIN. OF 3 WRAPS REQUIRED

FRICTION FIT BETWEEN

PIPE AND SLEEVE

ROUND FLANGED

CLEANOUT HOUSING

1/8 BEND SOIL

PIPE

Y BRANCH

SOIL PIPE

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

2"ø 1"ø2"ø UP

1/

2" ø

1"ø

1"ø

1"ø

3/4"ø

1/2"ø

TYP FOR 4

1 1/2"ø

DN

2" Ø DN3/

4" ø

TY

P

FO

R

3/4"ø DN

1/2"ø

TO ICE MACHINE

1/2"ø 1/2"ø

DN

DN

1/2"ø

1/2"ø

DN

DN

1/2"ø

TYP FOR 4

FD-1

FD-2

FD-3 FD-4 FD-5

3"ø

3"ø UP & DN

S-1

3 BAY SINK GREASE TRAP

S-1

3 BAY SINK

BAR AREA

MEN'S

LADIES

KITCHEN

DINING AREA

WC-1WC-1

WC-1UR-1

LAV-1LAV-1

LAV-1

LAV-1

MOP SINK

MS-1

1/2"ø

1/2"ø www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

As indicated

8/

/2

:4 5:

A

M

MEP-1.2

FIRST FLOOR PLAN

PLUMBING

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker

DMP

Issue Date Project Number

1/4" = 1'-0"1 1st Floor Plumbing

No. Description Date

1/2" = 1'-0"2 Details 3

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

UP

x 36"20" x 16"20" x 16"20" x 16"20" x x 20"36" x 20"36" x

"x x 24"22" x 20"16" x 20"16" x 16"20"x x 24"22"

2" ø

3/ 4" ø 2 1/2"ø

0 CFM

L-1

2" ø

1 1/4"ø

2 1/2"ø

1/ 2" ø

1/

2" ø

2"ø

1/ 2" ø1/ 2" ø

2"ø1 1/4"ø 1 1/2"ø UP

2"ø

2"ø

1/2"ø

2"ø

1/2"ø

UP

UP

1/2"ø

UP

3/4"ø

UP

1/2"ø

1/2"ø

UP

3/4"ø

OUT

IN

3/4"ø

HC-1

1/2"ø

UH-1

CU-1

6"ø

4"ø6"ø 4"ø4" ø

4"ø

4"ø 4"ø

4"ø

4"ø

2" ø

6"ø

3" ø

4" ø

3" ø

BASEMENT

2"ø1 1/

2" ø

WH-1

B-1

P-11 1/2"ø

1/

2" ø

COOLER COOLER

ROOM ROOM ROOM

T-STAT

UH-1

CD-1

CD-2

CD-4

CD-5

CD-3

x x

UP

6"ø OUT

2" ø

W

AT

ER

IN

G

AS

IN

3 WAY VALVE

ELECTRICAL

PANEL

UNDERGROUND

SERVICE

GAS VENT

GAS

VENT

1/ 2" ø

1/ 2" ø 2" ø

1/2" UP

AHU-1

0 CFM

L-2

RAMP 6' WIDE

x 9' LONG

DN www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

1/4" = 1'-0"

8/

/2

:4 5:

A

M

MEP-1.3

BASEMENT PLAN HVAC

AND PLUMBING

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker

DMP

Issue Date Project Number

1/4" = 1'-0"1 Ground Elev No. Description Date

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0" ø10"ø10"ø10" x 12"20"x 16"20"x 16"20" ø10" ø8"x 10"18"ø8"ø8" x 36"20" x 24"22" x 16"20"

1 1/2"ø

1/

2" ø

1 1/2"ø x 16"20"

UH-11/2"ø x

B-1

MEP-2.3

200 CFM

200 CFM

200 CFM

300 CFM

300 CFM

300 CFM

300 CFM

3/ 4" ø

1/

4" ø

2"ø x 18"12"

MEP-2.3

MEP-2.3

MEP-2.2

MEP-2.2

L-2

MEP-2.3

Top of rail 611' - 6"

A-4.1 ø8" ø8" x 16"14" x 20"14" ø8" x 16"14" x 16"14"

3"ø 3"ø

6"ø6"ø6"ø4"ø x 16"20" x x 20"16" x 14"20" x 20"36" x 36"20" x 80"24"

4"ø

2"ø

1/ 2" ø 1/

2" ø

1" ø

2"ø2"ø2"ø

2" ø 2"ø

3/4"ø

6" ø

6"ø

4" ø

2" ø

2"ø

1 1/2"ø

1 1/2"ø

1/2"ø

1/2"ø

4" ø

4" ø4" ø

4" ø

EF-2 EF-3

HOOD

C.O.

C.O.

FD-1 FD-2 FD-3 FD-4 FD-5

AHU-1

EF-1

MAU-1

MEP-2.3

200 CFM

200 CFM

200 CFM

CD-3

MEP-2.3

MEP-2.2

MEP-2.2

ELECTRICAL

PANEL

MEP-2.3

A-4.1

A-4.1

A-1.1

RAMP

www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

1/4" = 1'-0"

8/

/2

:4 5:

A

M

MEP-2.1

SECTIONS A

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

1/4" = 1'-0"1 Section 1

1/4" = 1'-0"2 Section 2

NOTE:

DUCTWORK TO BE INSTALLED

IN ATTIC. DUCTWORK SHOWN

IN LIVING SPACE FOR CLARITY.

No. Description Date

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

MEP-2.1

MEP-2.1

CU-1

x 16"14" x ø8" x 16"20" x 16"20" x 16"20"

4" ø

3/4"ø

1 1/4"ø

FD-3

MEP-2.2

Top of rail 611' - 6"

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

MEP-2.1

MEP-2.1

FD-4

x x x 16"20" x 16"20"

4" ø

6"ø

2"ø x 16"12"

MEP-2.2

EF-3

6"Ø

Top of rail 611' - 6"

2" ø

A-1.1 ø10" ø8"

200 CFM

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

MEP-2.3

MEP-2.3

MEP-2.3

MEP-2.2

MEP-2.2

x 14"20" x 14"20" x 12"18" x 12"12"

300 CFM

300 CFM1

300 CFM

300 CFM

ø10" x 16"12"x 16"14"x 16"14" x 16"14" ø8" ø8"ø8"ø8"

3/4"ø

1 1/4"ø

1"ø

1 1/2"ø

1/

2" ø

2 1/2"ø2 1/2"ø

2" ø

2 1/2"ø

200 CFM

200 CFM

200 CFM

200 CFM

2"ø

T STAT

CD-1

1 1/4"ø

P-1

3 WAY VALVE

B-1

WH-1

GAS

VENT

Top of rail 611' - 6"

A-4.1 www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

1/4" = 1'-0"

8/

/2

:4 5:

A

M

MEP-2.2

SECTIONS B

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

NOTE:

DUCTWORK TO BE INSTALLED

IN ATTIC. DUCTWORK SHOWN

IN LIVING SPACE FOR CLARITY.

1/4" = 1'-0"1 Section 9 1/4" = 1'-0"2 Section 10

1/4" = 1'-0"3 Section 11

No. Description Date

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

MEP-2.1

MEP-2.1

x 10"18" ø8" x 16"14"

200 CFM x 10"18" x 20"14" x 16"14" x 36"20" x 24"22" x 80"24" x x 74"17" x x 60"12"

4"ø4" ø

CD-5

CD-3

AHU-1

1 1/4"ø 3/4"ø

2 1/2"ø CD-4

ECONOMIZER

FD-2

MEP-2.2

x 60"44"

L-1

Top of rail 611' - 6"

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

MEP-2.1

MEP-2.1

3" ø

1" ø

1" ø

2" ø

2"ø

2"ø

3" ø

3"ø

6" ø

6" ø

2 1/2"ø

2 1/2"ø

2"ø x 12"20" ø10" 1

300 CFM

ø10" x 12"18" x

MAU-1

EF-1

HOOD

VE

N

T

MEP-2.2

ELECTRICAL

PANEL

UNDERGROUND

SERVICE

Top of rail 611' - 6"

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

3" ø

2"ø 3"ø

1/

2" ø

1/

2" ø

3"ø

4"ø

3"ø

6" ø

1 1/2"ø

3/ 4" ø

1 1 /2

"ø

1/

2" ø

2"ø

2" ø

3" ø1 1/2"ø 3/4"ø2" ø

VE

N

T

VENT VENT

VE

N

T

VE

N

T

VE

N

T

Top of rail 611' - 6"

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Ground Elev 600' - 0"

3 BAY BAR SINK

2"ø

1/

2" ø

2" ø

4"ø

1/ 2" ø

1/2"ø

2" ø

2" ø

2" ø

2" ø

1/2"ø

VE

N

T

FD-1

Top of rail 611' - 6" x 36"20"

L-2

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Ground Elev 600' - 0"

MEP-2.1

W H

-1

B-1

P-1

3 WAY VALVE

SEE DETAIL FOR

BOILER PIPING

3/4"ø

1 1/2"ø

1 1/2"ø

2"ø

MEP-2.2

Top of rail 611' - 6"

S-1.2

3/4"ø 3/4"ø 1 1/2"ø

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Top of Roof 628' - 8 1/2"

Ground Elev 600' - 0"

12" X 18" TRANSFER GRILLE

GREASE TRAP

3 BAY KITCHEN SINK

6"ø

3"ø

3" ø

3"ø

2"ø 2"ø

1/2"ø

1/ 2" ø

3/4"ø

VENT

Top of rail

611' - 6"

Basement 597' - 0"

1st Floor 608' - 0"

B.O. Footing 593' - 0"

Roof 618' - 4 1/2"

Ground Elev 600' - 0"

MEP-2.1

MEP-2.3

HOOD

S-1

MAU-1

EF-1

6" ø

2"ø

3"ø

1/

2" ø

2"ø

3/4"ø

Top of rail 611' - 6"

RAMP

x 16"20" www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

1/4" = 1'-0"

8/

/2

:4 5:

A

M

MEP-2.3

SECTIONS C

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

1/4" = 1'-0"1 Section 3 1/4" = 1'-0"2 Section 4

NOTE:

DUCTWORK TO BE INSTALLED

IN ATTIC. DUCTWORK SHOWN

IN LIVING SPACE FOR CLARITY.

1/4" = 1'-0"3 Section 5 1/4" = 1'-0"4 Section 6

1/4" = 1'-0"5 Section 7 1/4" = 1'-0"6 Section 8

1/4" = 1'-0"7 Section 12

No. Description Date

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

MINIMUM OUTDOOR AIR SCHEDULE

DINING AREA AHU-1 920 0.18 70 68 7.5 680 2400

BAR AREA AHU-2 0.18 100 40 7.5 585 2000

KITCHEN RTU-1 480 0.12 20 2 7.5 75 2700

OA REQ'D

PER AREA

(CFM)

AREA (SQ.

FT.)SERVED BYROOM NAME

OCCUPANCY

(PEOPLE/

1000 SQ.FT.)

OCCUPANCY

(NUMBER OF

PEOPLE)

OA REQ'D

PER PRSN

(CFM)

UNCORRECTED

OA (CFM)

SUPPLY

AIR (CFM)

ACTUAL

OA

SUPPLIED

(CFM)

REMARKS

2160 MAU - 2160 CFM

540 CFM TRANSFER

CO2 SENSOR

MINIMUM OUTDOOR AIR SCHEDULE

DINING AREA AHU-1 920 0.18 70 68 7.5 680 2400

BAR AREA AHU-2 0.18 100 40 7.5 585 2000

KITCHEN RTU-1 480 0.12 20 2 7.5 75 2700

OA REQ'D

PER AREA

(CFM)

AREA (SQ.

FT.)SERVED BYROOM NAME

OCCUPANCY

(PEOPLE/

1000 SQ.FT.)

OCCUPANCY

(NUMBER OF

PEOPLE)

OA REQ'D

PER PRSN

(CFM)

UNCORRECTED

OA (CFM)

SUPPLY

AIR (CFM)

ACTUAL

OA

SUPPLIED

(CFM)

REMARKS

2160 MAU - 2160 CFM

540 CFM TRANSFER

CO2 SENSOR

AHU-1

CARRIER 40RLA-14

12.5 TONS

5747 CFM MAX. AIRFLOW

4400 CFM DESIGN AIRFLOW

TOTAL EXTERNAL STATIC: 0.91 IN WG

154.5 MBH SENSIBLE

ENT AIR DB: 85.0 F

ENT AIR WB: 67.0 F

ENT ENTHALPY: 31.41 BTU/LB

LVG AIR DB: 60.1 F

LVG AIR WB: 58.6 F

HOT WATER COIL:

MAX. HTG CAPACITY: 362.8 MBH

DESIGN HEATING: 150 MBH

EAT: 60.0 F

LAT: 118.4 F

FLOW RATE: 36.3 GPM MAX.

18 GPM DESIGN

EWT: 180 F

LWT: 160 F

CU-1

CARRIER 38AXZ014

12.5 TONS

DUAL STAGE

ENT AIR DB: 95 F

BOILER

WEIL-MCLAIN CGa-7

CAST IRON

INPUT: 200 MBH

DOE HEATING CAPACITY: 170 MBH

CIRCULATING PUMP TO HW COIL

TACO 2400-30 VARIABLE SPEED

18 GPM @ 10' FT HEAD

MAU-1

GREENHECK DGX-P112-H12-MF

NATURAL GAS

SUPPLY AIR 2160 CFM @ 0.25 ESP

TOTAL SP: 1.02 IN WG

INPUT: 215.5 MBH

OUTPUT: 198.3 MBH

EF-1

GREENHECK CUBE-160-7

2700 CFM @ 0.84 ESP

BELT DRIVEN

PROVIDE GREENHECK GPIP

PITCHED ROOF CURB

www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

As indicated

8/

/2

:4 5:

A

M

MEP-3.1

SCHEDULES

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

Air Terminal Schedule

Mark Design

CFM

Assembly Name

Duct Neck Size

Manufactur er Model Size NC LEVEL

Selected Model

Selected Module

Size Throw Ft

1 300 CFM Titus HVAC TMS 24x24 1 300 CFM Titus HVAC TMS 24x24 1 300 CFM Titus HVAC TMS 24x24 1 300 CFM Titus HVAC TMS 24x24 1 300 CFM Titus HVAC TMS 24x24 1 300 CFM Titus HVAC TMS 24x24 1 300 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24 2 200 CFM Titus HVAC TMS 24x24

L-1 Greenheck Fan Corp.

3 Titus HVAC 0 3 Titus HVAC 0 4 Titus HVAC 0 5 Titus HVAC 0 5 Titus HVAC 0

Titus HVAC 0 1 300 CFM Titus HVAC TMS 24x24

Titus HVAC 0 Titus HVAC 0

L-2 Greenheck Fan Corp.

Mechanical Equipment Quantities

Mark Unit Description Type Description Manufacturer Model Comments

AHU-1 Split_Unit-Carrier-Gemini_40RLA_H W_6-30_Ton

12.5 Ton Packaged Air-Handling Units Carrier 40RLA_14

CU-1 Split_Unit-Carrier-Gemini_38AXZ_1_ Circuit

12.5 Ton

Unit

Commercial Split Systems Air Conditioning Condensing Units

Carrier 38AXZ_14

P-1 Pump-Circulator-Taco-2400 2400-20S-3 P - 1.5x1.5_11 5V

High Capacity Circulator Taco 2400-20S-3 P

WH-1 Water_Heater_Tankless-Rinnai-CX1 60i-Commercial-Interior

CX160iN Commercial Int 160k Btu 9.0gpm max w/Valve, Natural Gas

Rinnai America Corporation

CX160iN

EF-1 RoofExhaust_LOD350_v00 Default Model - Use Type Catalog (.txt) (see instructions

@Description Greenheck Fan Corp.

CUBE-160-

H-1 Commercial-Kitchen-Vent Greenheck X-Tractor Hood

Extra-Heavy-Duty Canopy Commercial Kitchen Vent (CKV)

Generic Generic

UH-1 Unit_Heater-Gas-Modine-HD Unit-Propeller

HD 30AS01 gas fired hydronic unit heater Modine HD 30AS01

MAU-1 AirHandler_v03 K-MAU DGX-H12 Greenheck DGX-P112-

H12-MF

B-1 Boiler-Weil-McLain-LGB4_12 Not a Type

- Load Type Catalog

LGB Commercial Gas Boiler Weil-McLain CGa-7

EF-2, EF-3 Exhaust_Fan-LED_Light-Delta-Breez Smart-SMT150-200

SMT150LE

D

Delta Breez low noise BreezSmart Ventilation Fan with LED Light & Night-light.

Delta Electronics (Americas) Ltd.

SMT150LE

D

Grand total

Mechanical and Kitchen Equipment Electrical Data

Type Mark Mfg Model Voltage Phase FLA RLA MCA MOCP HP Notes

Indoor AHU

12.5 Tons

AHU-1 Carrier 40RLAA14T3A5-U A0A0

230 3 16.7 21 35 2.9

Outdoor Unit

12.5 Tons

CU-1 Carrier 38AXZM14A0A5-0 A0A0

230 3 2 21.1 51 60

Boiler B-1 Weil-McLai n

CGa-7 115 1 15

Kitchen MAU MAU-1 Greenheck DGX-P112-H12-M F

230 1 9.3 15 3/4

Kitchen Exhaust Fan

EF-1 Greenheck CUBE-160-7 115 1 13.8 35 3/4

Circulating Pump

P-1 Taco 2400-30 115 1 0.167

Tankless Water Heater

WH-1 Rinnai CX160i 115 1 4 10

Kitchen Mixer MIX-1 Eurodib M40A-220ETL 230 3 5 2 Hardwire

Plumbing Fixture Quantities

Mark Assembly

Description Count Unit Description Type Description Manufacturer Model Comments

LAV-1 Sinks 4 Sink-Wall_Mount-Lavatory-KOHLER -Morningside-K-12634

0-White 20 Inch x 27 Inch mounted/concealed arm carrier wheelchair bathroom sink with 11-1/2 Inch centers faucet holes

KOHLER Co. K-12634-0

Domestic Water Distribution

1 Flushometer-Urinal_Touchless-KOH

LER-MACH_WAVE-K-40UH00D20

0.125 GPF

Flushometer, CP-Polished Chrome

HEC 0.125 GPF URINAL FLASH

VALVE

KOHLER Co. K-40UH00

D20-CP

<varies> 2 Sink - Mop 28"x28" Domestic Water Distribution

3 Flushometer-Toilet_Manual-KOHLE R-Primme-K-76321

CP-Polished Chrome

Manual flushometer valve for 1.28 gpf toilet

KOHLER Co. K-76321-C P

FD-1 -FD-5 Floor Drains

5 Floor_Drain-Integral_Trap-Round_S trainer-WATTS-FD-170-P_Series

FD-170-P-A5-1 Floor Drain with No Hub (MJ) Side Outlet with 3 Inlet Connection

WATTS FD-170-P

<varies> Interceptors 5 Interceptor_Grease-Zurn-GT2702 GT2702-25-3

NPT

Polyethylene Grease Interceptor Zurn Water, LLC

GT2702 GT2702-25

3 Inch Female

NPT

UR-1 Urinals 1 Urinal-Wall_Mount-KOHLER-Dexter -K-5016

Not A Type-See Type Catalog

Siphon-jet wall-mount 0.5 or 1.0 gpf urinal with rear spud

KOHLER Co. K-5016-ER-

Sinks 2 Sink_Triple _Compartment_Floor_Mount-Elkay-

RNSF83544_LR4

RNSF8354LR4

(Rigidbilt® Stainless Steel Floor Mount Triple Compartment Scullery Sink w/ Drainboard)

Rigidbilt® Stainless Steel 97 1/2 inch x 29 3/4 inch x 12 3/4 inch Floor Mount Triple Compartment Scullery Sink w/ Drainboard

Elkay (by Zurn Elkay Water Solutions)

RNSF8354

LR4

S-1 Sinks 2 Sink_Triple _Compartment_Floor_Mount-Elkay-

RNSF83544_LR4

RNSF83544

(Rigidbilt® Stainless Steel Floor Mount Triple Compartment Scullery Sink)

Elkay Rigidbilt Stainless Steel 67 1/4 inch x 29 3/4 inch x 12 3/4 inch Floor Mount Triple Compartment Scullery Sink

Elkay (by Zurn Elkay Water Solutions)

RNSF8354

WC-1 Water Closets

3 Toilet-Floor_Mount-KOHLER-Highcli ff_Ultra-K-96058

See Type Catalog

0 KOHLER Co. HighCliff

Grand total

3/32" = 1'-0"1 OA Schedule

Specialty Equipment Quantities

Assembly Code

Coun t Unit Description Type Description

Manufactur er Model URL Comments

3 Toilet-Partition_Hadrian-Inc_Stainless-Steel-RV23 Standard - Floor Mounted

Stainless steel toilet partitions feature industry-best fire resistance, high recycled content and excellent corrosion resistance. Less expensive than composite and phenolic type options, stainless steel achieves an upscale look and outstanding performance at a cost effective price point.

Hadrian Inc Stainless Steel Toilet Partitions http://www.hadrian-inc.com/

Grand total

No. Description Date

1/16" = 1'-0"2 Mechanical Equipment

1/16" = 1'-0"3 Boiler

1/8" = 1'-0"4 MAU 1 EF-1

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

X

X

X

X

LC

PC X

GENERAL NOTES

1. ELECTRICAL CONTRACTOR (EC) IS REQUIRED TO SURVEY THE SITE PRIOR TO BIDDING.

2. ALL EQUIPMENT SHALL BE PURCHASED NEW. .

3. EC SHALL REFER TO PANEL SCHEDULES FOR CABLE SIZES EXCEPT FOR THOSE OTHERWISE SHOWN ON THE ELECTRICAL PLANS.

4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE (NEC) 2023 AS WELL AS ALL LOCAL CODES.

5. ALL WIRING SHALL HAVE COPPER CONDUCTORS AND THHN, THWN, OR XHHW INSULATION UNLESS OTHERWISE SHOWN. CABLES INSTALLED IN

WET AREAS OR OUTSIDE SHALL BE WATER RESISTANT.

6. CONTRACTOR TO OBTAIN AND PAY FOR ALL LICENSES, PERMITS, AND INSPECTION FEES.

7. ALL WIRING SHALL BE ENCLOSED IN PVC CONDUIT (FOR UNDERGROUND INSTALLATIONS), RIGID METALLIC CONDUIT (FOR INDOOR INSTALLATIONS, WHERE REQUIRED), NON-METALLIC SHEATHS OR METAL CLADDING IN ACCORDANCE WITH NEC 2023.

8. ALL WORK TO BE PERFORMED BY WORKERS SKILLED IN THEIR TRADE.

9. ALL EQUIPMENT SHALL BE WIRED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

10. CONTRACTOR SHALL KEEP THE PREMISES FREE OF WASTE WHICH IS CAUSED BY HIS EMPLOYEES OR WORK. CONTRACTOR SHALL LEAVE THE

AREA IN WHICH HE IS WORKING SAFE AT ALL TIMES.

11. ALL SEALS SHALL BE MADE, ALL EQUIPMENT SHALL BE CLEAN, AND ALL EQUIPMENT TESTED FOR FULL FUNCTIONALITY PRIOR TO TURNING

EQUIPMENT OVER TO OWNER.

12. UPON COMPLETION OF WORK, CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION.

13. DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY SHOW THE EXACT LOCATION OF EQUIPMENT. ELECTRICAL CONTRACTOR TO COORDINATE THE EXACT LOCATION OF EQUIPMENT WITH GENERAL CONTRACTOR AND/OR THE BUILDING OWNER.

15. COORDINATION WITH THE UTILITY IS THE RESPONSIBILITY OF THE EC. ALL UTILITY REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE EC.

16. UNLESS OTHERWISE SHOWN, ALL RECEPTACLES SHALL BE MOUNTED 18" AFF AND ALL LIGHT SWITCHES SHALL BE MOUNTED 42" AFF.

17. ALL LIGHTING FIXTURES SHALL INCLUDE ALL HARDWARE NECESSARY TO INSTALL THE FIXTURES.

18. THE EC SHALL SUBMIT CATALOG CUTS OF ALL ELECTRICAL EQUIPMENT TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.

19. THE EC SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY POWER FOR THE INSTALLATION.

PNL

EF

J

HTR

A

A1

B

C

X

DUPLEX 120V, 20A RECEPTACLE, CKT X

X GFI DUPLEX 120V, 20A RECEPTACLE, CKT X

GFI

240/120V, 100A, 24 CIRCUIT PANELBOARD

SX 2-WAY LIGHT SWITCH, 120V, 20A CKT X

SX Y-WAY LIGHT SWITCH, 120V, 20A CKT XY

BATHROOM EXHAUST FAN, 120V

UNSWITCHED CEILING LIGHT, 100W, 120V, CKT X

SWITCHED CEILING LIGHT, 100W, 120V

EXTERIOR LIGHT, 120V, WITHOUT PHOTOCELL

EXTERIOR LIGHT, 120V, WITH PHOTOCELL, CKT X

JUNCTION BOX, CKT X

ELECTRIC BASEBOARD HEATER WITH CONTROLS, 1500W, CKT X

SYMBOLS

EMERGENCY LIGHTING WITH BATTERY BACKUP, CKT X

EXIT SIGN, CKT X

X

PC

X

X

X

X

2'X4' LED FLUSH MOUNTED LIGHT FIXTURE, 100W MAX, 120V

2'X2' LED FLUSH MOUNTED LIGHT FIXTURE, 100W MAX, 120V

4" RECESSED LIGHT FIXTURE, 120V

WALL MOUNTED EXTERIOR LIGHT FIXTURE WITH PHOTOCELL,

MOUNTED 8' ABOVE GRADE, 120V

POLE MOUNTED LIGHT FIXTURE: RUGGED GRADE 100W NEXTGEN

IV SERIESWITH RUGGED GRADE TORIN SERIES POLE, MOUNTED

14' (4.25M) ABOVE GRADE.

LIGHTING CONTACTOR WITH MANUAL OVERRIDE, 120V

PHOTOCELL, 120V

X

PC 43LC

NOTES:

1. PARKING LOT LIGHTS SHALL BE WIRED

TO LIGHTING CONTACTOR. CABLES

SHALL BE DIRECT BURIAL, UF-TYPE,

2/C#10,#10G.

2. LIGHTING CONTACOTR SHALL BE

CONTAINED IN A NEMA 3R

ENCLOSURE.

700 CFM

DINING AREA

KITCHEN

MEN'S LADIES

90' - 4 1/4"

/1 6"

63' - 0 7/8"

3/

/4

5' - 1"

BAR AREA

WP WP

www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

As indicated

8/

/2

:4 5:

A

M

MEP-4.1

ELECTRICAL OUTLET PLAN

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

No. Description Date

1/4" = 1'-0"1 ELECTRIC OUTLETS

ELECTRICAL NOTES – RECEPTACLE LAYOUT

GENERAL / OPEN AREAS: PROVIDE RECEPTACLES AT MAXIMUM 20'-0" O.C. ALONG WALLS.

BAR AND KITCHEN AREAS: PROVIDE RECEPTACLES NOT LESS THAN 24" APART. ALL KITCHEN

RECEPTACLES TO BE GFCI PROTECTED.

OFFICE: PROVIDE RECEPTACLES AT APPROXIMATELY 12'-0" O.C. ALONG WALLS. FIRST

RECEPTACLE TO BE APPROXIMATELY 6'-0" FROM DOOR, IF OFFICE EXISTS.

EXTERIOR: PROVIDE AT LEAST (1) GFCI RECEPTACLE AT FRONT OF BUILDING AND (1) GFCI

RECEPTACLE AT REAR OF BUILDING.

ALL RECEPTACLES SHALL BE MOUNTED AT 18" A.F.F. U.N.O., UNLESS OTHERWISE REQUIRED

BY CODE, EQUIPMENT, OR OWNER REQUIREMENTS.

COORDINATE RECEPTACLE LOCATIONS WITH CABINETRY, COUNTERTOPS, APPLIANCES,

FURNITURE, DOORS, AND OTHER EQUIPMENT.

VERIFY ALL FINAL ELECTRICAL REQUIREMENTS AND DEVICE LOCATIONS WITH APPLICABLE

CODES AND ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION.

1" = 200'-0"2 ELECT SYMBOLS

ELECTRICAL LEGEND

DUPLEX RECEPTACLE

WEATHERPROOF GFCI RECEPTACLE

CAT-6 DATA OUTLET

CONCELED CAT-6 CABLE

GFI

1" = 400'-0"3 SITE LIGHTING

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

44 47

A A A A A

A A A A

A A A A A A

A A A A A A A A A A A

A A

A

A

A A A A AA

A A A

B

A A A1 A1 A1 A1

A1 A1 A1 A1 A1

A1 A1 A1

A1

A1A1

C C

C

C C

C

EFEF

44 44 44 44

444444

44 44

45c

45b

45b 45b

45b

45b

45c

50a

50a 50a

50a 50a

50a 50a

50a50a

50a

4747474747

47 47 47 47 47

4747474747

50b

50b

50a

50a

45b

45c

45c45a

45a45a

45a 45c

45b

45b

3 3

44 45b

45c

45 45

44 50

45c

45a

45a

SHUFFLE BOARD

GA

M E

AR

EA

51 BAR SEATING AREA

GAME AREA

BAINE

FREEZER

PIZZA

OVEN

FRY

COOLER

MARIE

TRASH

STORAGE

68 SEATING AREA

BAND/DANCE AREA

POOL TABLE

ST

OR

AG

E MIXER

S.S. TABLE S.S. TABLE

SPEED WELL

3-BAY SINK

W/ICE

SPEED WELL

W/ICE

REFRIGERATOR

ICE

TAPS/GLASSWARETAPS/GLASSWARE

TA

PS

/G

LA

SS

W

AR

E

C

OO

LE

R

C

OO

LE

R

SP

EE

D W

EL

L

W /I C E

RE

FR

IG

ER

AT

OR

REFRIGERATOR

B

EL

OW

S

HE

LV

IN

G

B

EL

OW

S

HE

LV

IN

G

C

OO

LE

R

COOLER

NOTES:1. EQUIPMENT LOCATION TO BE

DETERMINED.

2 3 3

4 4

5 5

6 6 6 6

6 7 7 7

788888

9 9

11 12 13

141516

26 27

DS

J

34/36/38 29/31/33

DS 30 J

37 39

J J

M

[1] [1]

[1]

[1]

SHUFFLE BOARD

GA

M E

AR

EA

32 BAR SEATING AREA

GAME AREA

BAINE

FREEZER

PIZZA

OVEN

FRY

COOLER

MARIE

TRASH

STORAGE

68 SEATING AREA

BAND/DANCE AREA

POOL TABLE

ST

OR

AG

E MIXER

S.S. TABLE S.S. TABLE

SPEED WELL

3-BAY SINK

W/ICE

SPEED WELL

W/ICE

REFRIGERATOR

ICE

TAPS/GLASSWARETAPS/GLASSWARE

TA

PS

/G

LA

SS

W

AR

E

C

OO

LE

R

C

OO

LE

R

SP

EE

D W

EL

L

W /I C E

RE

FR

IG

ER

AT

OR

REFRIGERATOR

B

EL

OW

S

HE

LV

IN

G

B

EL

OW

S

HE

LV

IN

G

C

OO

LE

R

COOLER

www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

1" = 50'-0"

8/

/2

:4 5:

A

M

MEP-4.2

FIRST FLOOR LIGHTING

AND POWER

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

1" = 50'-0"1 1ST FLOOR LIGHTING

1" = 50'-0"2 1ST FLOOR POWER

No. Description Date

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

A A A A1 A1

A1A1

C

48a

48a

48a

48a

46a

48a

48a

48a

48a

48a

48a

48a

48a

48a

46a

49 49 46a

46a

46a

46a

46a

46a

46a

46a

46a

46a 46a

46a

49 49

46a4949 4949

48c48b

48a 46a

27b

48c48b

46a

46a

A A A A

A A A A A A

A A A A A A A A A A

A A A A A A

A A A

A A

A1A1A1 A1A1

UP

18 18

18 19 19 19 19

28/30/32

DS J

J

J

J

PANEL

[1]

[1]

[1]

[1]

[1]

DS

J

212121

21212121

GFIGFI

[1]

NOTES:

1. EQUIPMENT LOCATION TO BE

DETERMINED.

UP

UNDERGROUND

SERVICE

ELECTRICAL

PANEL

ELECTRICAL

PANEL

UNDERGROUND

SERVICE

www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

1" = 40'-0"

8/

/2

:4 5:

A

M

MEP-4.3

BASEMENT LIGHTING AND

POWER

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

1" = 40'-0"1 BSMT LIGHTING

1" = 40'-0"2 BSMT POWER

No. Description Date

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

1/16" = 1'-0"

9/

/2

:5 5:

A

M

MEP-4.4

ELECTRICAL SCHEDULES

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

No. Description Date

1/16" = 1'-0"1 ELEC SCHED

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

L

MEP-4.4 ADDENDUM 9/17/2026

UP

WH-1

B-1

AHU-1

CU-1

P-1

LFT-1

43 SF

Room

44 SF

Room

7' - 0"

7'

0"

S-1.2

S-1.2

S-1.2

S-1.2

Reinforced Concrete Wall See

0' 2' 4' 8' 16'

139 SF

Room

139 SF

Room

139 SF

Room

A-3.1

BASEMENT

www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

1/4" = 1'-0"

8/

/2

:4 5:

A

M

S-1.1

Foundation Plan

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

No. Description Date

1/4" = 1'-0"1 Foundation

Reinforced Concrete Wall See Detail 1 S-1.3

Reinforced Concrete Footing See S-1.2

Reinforced Concrete Slab See Detail 1&2 S-1.3

FOUNDATION KEYNOTES

REINFORCED CONCRETE WALL

SEE DETAIL 1 S-1.3

REINFORCED CONCRETE SLAB

SEE DETAIL 1&2 S-1.3

REINFORCED CONCRETE FOOTING

SEE SHEET S-1.2

NOTE:

FOUNDATION WALL, FOOTINGS

AND SLAB SHOWN AS REINFORCED

CONCRETE - SEE DETAILS AND SECTIONS

NOTE:

ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF 3,000 PSI, UNLESS

NOTED OTHERWISE.

ALL CONCRETE STRUCTURAL ELEMENTS SHALL BE

DESIGNED FOR A MINIMUM FACTOR OF SAFETY OF

2.0 AGAINST FAILURE UNDER THE APPLICABLE DESIGN

LOADS. FINAL CONCRETE STRENGTH, MEMBER SIZES,

AND REINFORCEMENT SHALL BE VERIFIED BY THE

STRUCTURAL ENGINEER.

EXAMPLE SHEET ONLY - FINAL STRUCTURAL DESIGN

AND REINFORCEMENT BY ENGINEER

Foundation Schedule

Mark Description Family and Type Count Comments S1 6'' REINFORCED SLAB Foundation Slab: 6" Foundation Slab 1 Foundation

<varies> 24'' x 12'' REINFORCED FOOTING Wall Foundation: Bearing Footing - 24" x 12" 9 Foundation

Mark Description Family and Type Count Comments <varies> REINFORCED CONCRETE WALL Basic Wall: Foundation - 8" Concrete 10 Foundation

MARK DESCRIPTION

MEMBER MARK LEGEND

S1

F1

W1

REINFORCED CONCRETE SLAB

REINFORCED CONCRETE FOOTING

REINFORCED CONCRETE WALL

North

PROFESSIONAL

L

Emanuel T Posluszny, P.E.

ENGINEER

No. PE074947

E

N

S

N

Y

P

N

I

A

V

A

E

REGISTERED

M

M

O

C

N

O

W

T

H

O

F

A

0'

6"

1'

0"

TOP OF FOOTING

1'

0"

TOP FOOTING

BOTTOM OF FOOTING

MIN. 42" BELOW FINISHED GRADE

0'

6"

0' - 5 1/16"

/8

/8

1'

0"

TOP OF WALL

FINISHED FLOOR

TOP OF SLAB

B/O FOOTING

12'' Concrete Wall

36'' x 12'' Concrete Footing

6'' Foundation Slab

3'

0"

2' - 0"

2x12 Lumber

W 12x58 Steel Beam

2'

6"

4'

0"S-1.2

S-1.2

Wood Flooring2x10 Lumber

W 12x58 Steel Beam

Provide Min. 7.5" w x 8" lg x 5/8" thk bearing plate (Typ both ends) www.poz-e.com

Scale

Date

Drawn By

Checked By

Project Number

POZ Engineering & Environmental Consulting, P.C.

P.O. Box 663 Pittston, PA 18640 570-654-0113

As indicated

9/

/2

:5 6:

A

M

S-1.2

Foundation Detail

Ashley American Legion Post

121 N. Main St. Ashley, PA

Checker Author

Issue Date Project Number

No. Description Date

1" = 1'-0"1 s-3 - Callout 1 1" = 1'-0"2 s-4 - Callout 1

(3) 3/4'' #6 Diameter Rebar Evenly Spaced @ MID-Depth of Footing

Reinforced Concrete Wall W/ Vertical & Horizontal Rebar

6'' Reinforced Concrete Slab

NOTE:

ALL REBAR SPACING AND

CONCRETE LENGTHS ARE PER

STRUCTURAL ENGINEER

3/8" = 1'-0"3 S 1.1 3/8" = 1'-0"4 S-2

3/8" = 1'-0"5 s-3 3/8" = 1'-0"6 s-4

TYPICAL EXTERIOR WALL ASSEMBLY

EXTERIOR FINISH

WEATHER-RESISTIVE BARRIER

15/32" OR 5/8" STRUCTURAL EXTERIOR-GRADE OSB SHEATHING

2x6 WOOD STUDS @ 16" O.C. (IF CONFIRMED)

R-20 INSULATION

1/2" GYPSUM WALLBOARD

NOTE:

VERIFY ALL DIMENSIONS, ELEVATIONS, MATERIALS AND

REINFORCEMENT WITH STRUCTURAL DETAILS

STRUCTURAL I EXTERIOR-GRADE OSB SHEATHING FASTENED

WITH 8d NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD. PROVIDE 8d NAILS @ 4" O.C. ALONG PANEL

EDGES AT BUILDING CORNERS.

8' - 11 1/2"

W-WIDE FLANGE W12X58

91'

NOTE:

DRAWINGS ARE NOT TO SCALE.

ALL DIMENSIONS ARE BASED

ON FIELD MEASUREMENTS AND

SHALL BE VERIFIED IN THE FIELD

PRIOR TO CONSTRUCTION.

5” SCHEDULE 80 STEEL POST

5''

NOTE:

ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF 3,000 PSI, UNLESS

NOTED OTHERWISE.

ALL…