2-Released For Bid 6 2 2026.pdf

PDF 22 MB Posted Jun 2, 2026

Attached to: Annex Building Addition Contract No. 2026-03
Solicitation number: Not on record
Issued by: Westmoreland County, Pennsylvania

About this file

Written by GovTribe AI · Jun 9, 2026

This is a set of architectural and engineering drawings for the Annex Building Addition Contract No. 2026-03, prepared by KLH Engineers, Inc., for Rostraver Township in Westmoreland County, Pennsylvania. The project involves the interior fit-out of an existing office building located at 495 Finley Road and construction of a two-story attached addition of comparable size. The drawings include site plans, floor plans, basement plans, demolition plans, foundation and roof plans, HVAC and plumbing layouts, electrical riser diagrams and lighting plans, and standard construction details. The project has an expected duration of 270 days. Sealed bids were to be received electronically via the PennBid Program by Tuesday, June 30, 2026, at 10:00 A.M. local time, with public opening and reading of bids at the same time. A non-mandatory pre-bid conference was scheduled for Tuesday, June 16, 2026, at 10:00 A.M. at the project site. The drawings were released for bid on June 2, 2026.

The bidding documents are available at no cost through the PennBid website (pennbid.bonfirehub.com). All notifications, addenda, and bidding documents are offered exclusively through the designated website. Contractors are required to pay prevailing minimum wage rates as determined by the Pennsylvania Department of Labor and Industry and must comply with the Public Works Employment Verification Act (Act 127 of 2012). The contract requires that any steel products used or supplied in performance of the contract or subcontracts shall be from steel made in the United States. A notice in the electrical drawings indicates that electrical work will be completed by Rostraver Township and should not be included in bids for Contract 2026-03. The project includes coordination with multiple utility providers listed in the drawings, including Diversified Gas and Oil, Belle Vernon Borough, Westmoreland County Municipal Authority, Pennsylvania Electric Company, Laurel Mountain Midstream LLC, Rostraver Township Sewage Authority, and Rostraver Township.

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Drawing No.

Sheet No.

5173 Campbells Run Road Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

KLH

ENGINEERS, INC

NOTE: IN ACCORDANCE WITH THE PENNSYLVANIA UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF 1974 AS AMENDED BY ACT 50 OF 2017, THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION FOR FIELD LOCATION AND SIZE CONFORMATION. AT LEAST THREE (3) DAYS NOTIFICATION PRIOR TO THE ACTUAL START OF EXCAVATION IS REQUIRED. UTILITIES CAN BE NOTIFIED THROUGH THE PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776. THE PENNSYLVANIA ONE CALL DESIGN

SERIAL NUMBER FOR THIS PROJECT IS 20261473265.

WESTMORELAND COUNTY, PENNSYLVANIA

SCALE: 1" = 2000'

COMPANY: DIVERSIFIED GAS AND OIL

ADDRESS: 395 AIRPORT ROAD

INDIANA, PA. 15701

CONTACT: JOHN REED

EMAIL: jreed@dgoc.com

PHONE: 724-762-8860

COMPANY: BELLE VERNON BOROUGH

ADDRESS: 10 MAIN STREET PO BOX 552

BELLE VERNON, PA. 15012, PA

CONTACT: RONALD HIMICH

EMAIL: ronst17@aol.com

PHONE: 724-929-8080

COMPANY: WESTMORELAND CO

MUNICIPAL AUTHORITY

ADDRESS: PO BOX 730

GREENSBURG, PA. 15601

CONTACT: APRIL TILSON

EMAIL: atilson@mawc.org

PHONE: 724-755-5955

COMPANY: PENNSYLVANIA ELECTRIC CO

ADDRESS: 341 WHITE POND DRIVE

AKRON, OHIO 44320

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

PHONE: 330-252-4031

PROJECT LOCATION

No part of this document may be reproduced or transmitted in any form, by any means without written permission, except for brief excerpts in reviews or analysis.

TITLE SHEET

EXISTING SITE PLAN

EXISTING BUILDING BASEMENT FLOOR DEMOLITION PLAN

EXISTING BUILDING AND NEW ADDITION FLOOR PLAN

EXISTING BUILDING AND NEW ADDITION BASEMENT FLOOR PLAN

STANDARD DETAILS

G1 C1

DA1

A1 A2

DT1

of 15

Order No.

COMPANY: LAUREL MOUNTAIN MIDSTREAM LLC

ADDRESS: 111 ENTERPRISE LN

CONNELLSVILLE, PA. 15425

CONTACT: BOBBY MCCORMIC

EMAIL: bobby.mccormick@williams.com

PHONE: 724-323-6947

COMPANY: ROSTRAVER TOWNSHIP SEWAGE

AUTHORITY

ADDRESS: 1410 COAL HOLLOW ROAD

WEST NEWTON, PA. 15089

CONTACT: VINCE CAMPBELL

EMAIL: vcampbell@rostraversewage.com

PHONE: 724-323-5162

COMPANY: ROSTRAVER TOWNSHIP OF

ADDRESS: 201 MUNICIPAL DR

BELLE VERNON, PA. 15012

CONTACT: PAMELA BEARD

EMAIL: commissioners@rostraver.us

PHONE: 724-929-8877

ROSTRAVER TOWNSHIP

DESCRIPTIONDWG. NO.SHEET NO.

JUNE 2026

UTILITIES LIST DRAWING LIST

LOCATION MAP

CONTRACT NO. 2026-03

ANNEX BUILDING ADDITION

519-16

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE

AND 10 WORKING DAYS

IN DESIGN STAGE-STOP CALL

1-800-242-1776

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

SERIAL NUMBER

20261473265

DT2

DT3

STANDARD DETAILS

PROPOSED SITE PLAN3 of 15 C2

RELEASED FOR BID

DT4 STANDARD DETAILS

ELECTRICAL RISER DIAGRAMS, SCHEDULES, AND NOTES

ELECTRICAL AND LIGHTING PLANS - UPPER FLOOR

E1 E2

NOTE:

ELECTRICAL DRAWINGS ARE ISSUED FOR PROJECT COORDINATION

AND BUILDING PERMIT ONLY. ELECTRICAL WORK SHALL NOT BE

INCLUDED IN BIDS FOR CONTRACT 2026-02.

S1 S2 H1 H2 P1

EXISTING BUILDING AND NEW ADDITION FOUNDATION PLAN AND SECTIONS

EXISTING BUILDING AND NEW ADDITION ROOF PLAN AND DETAILS

EXISTING BUILDING AND NEW ADDITION FLOOR PLAN - HVAC

EXISTING BUILDING AND NEW ADDITION BASEMENT FLOOR PLAN - HVAC

EXISTING BUILDING AND NEW ADDITION FLOOR PLAN - PLUMBING

AutoCAD SHX Text S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\G519-16-001 - G1.dwg 6/2/2026 10:43 AM Plotted By: Elmer Danziger 6/2/2026 10:43 AM Plotted By: Elmer Danziger6/2/2026 10:43 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

S.R. 3011 Finley Road (40'R/W)

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SCALE: 1"=20'

20' 40'020'

LEGEND

= ITEMS FOR DEMOLITION AND OR REMOVAL ON THIS DRAWING

REMOVE

CAP DURING

CONSTRUCTION.

REMOVE

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Gravel

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Building Hse#495

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text Gasline

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text San Mh Top=1061.19

AutoCAD SHX Text Double Yellow Line

AutoCAD SHX Text Concrete

AutoCAD SHX Text Gravel

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text Strm Pipe Outlet 6" Inv.El.=1062.95(Out)

AutoCAD SHX Text Strm Inlet Top=1068.16 6" Inv.El.=1068.07(Out)

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text (Asphalt Surface)

AutoCAD SHX Text R/W

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

AutoCAD SHX Text S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\C519-16-001 - C1.dwg 6/2/2026 10:25 AM Plotted By: Elmer Danziger 6/2/2026 10:25 AM Plotted By: Elmer Danziger6/2/2026 10:25 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

AutoCAD SHX Text Existing Roof Awning

AutoCAD SHX Text 6" PVC Storm Drain Outside Building Addition Foot Print. CAP DURING

AutoCAD SHX Text Concrete Curb for Building Addition Excavation

Existing HVAC Condensing Unit

S.R. 3011 Finley Road (40'R/W)

PROPOSED BUILDING

ANNEX

P R

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O S

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PROPOSED SITE PLAN

SCALE: 1"=20'

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20' 40'020'

NEW 6" STORM DRAIN

CONNECT NEW STORM

DRAIN TO EXISTING 6"

STORM DRAIN

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Gravel

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Building Hse#495

AutoCAD SHX Text Gasline

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text San Mh Top=1061.19

AutoCAD SHX Text Double Yellow Line

AutoCAD SHX Text Concrete

AutoCAD SHX Text Gravel

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text Strm Pipe Outlet 6" Inv.El.=1062.95(Out)

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text (Asphalt Surface)

AutoCAD SHX Text R/W

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\C519-16-002 - C2.dwg 6/2/2026 10:27 AM Plotted By: Elmer Danziger 6/2/2026 10:27 AM Plotted By: Elmer Danziger6/2/2026 10:27 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

46'-0"

48'-0"

'-0

8' -0

'-0

"REMOVE

REMOVE

DA1

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

4' 8'04'

Order No.

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EXISTING BUILDING

BASEMENT FLOOR DEMOLITION PLAN

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

AutoCAD SHX Text Down

AutoCAD SHX Text Garage Door

AutoCAD SHX Text Existing Heat Pump Unit and Associated Ductwork Throughout Basement Level

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\DA519-16-001 - DA1.dwg 6/2/2026 10:27 AM Plotted By: Elmer Danziger 6/2/2026 10:27 AM Plotted By: Elmer Danziger6/2/2026 10:27 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

40'-0"

15'-41 4" 13'-934" 5'-0"

'-9

11'-21 4" 13'-934" 6'-0" 6'-0"

3' -9

3 4"

3' -4

1' -0

1'-0"

1' -0

4'-10"3'-4" 6"

6"6" 6"

'-5

1 4"

6' -6

3' -0

8' -1

11 4" 12 '-8

1 8"

OFFICE

STORAGE

OFFICE

CONFERENCE

ROOM

5' -9

OFFICE

CONFERENCE

ROOM

CORRIDOR

C O

R R

3'-4"

4' -0

4'-0" 4'-0"

'-0

21'-91 2"

3' -4

18'-21 2"

6"6"

14'-21 4"

'-9

18'-21 2"

'-9

8' -3

C O

R R

CORRIDOR

6" 6"

6' -0

UNI-SEX

REST ROOM

12'-11"

6" 6"

Ø5'-0"

Ø5'-0" Ø5'-0"

MEN'S

ROOM WOMEN'S

ROOM

'-3

46'-0"

NEW 6" STUD WALL

(TYP.)

NEW 6" STUD WALL

(TYP.)

6" 6"

NEW ADDITION WALL

6" 6"

CORRIDOR

87 8"

NEW 6" STUD WALL

(TYP.)

AAA

F F H

I H

O N

K K

B B

E E

D C

E K

J J

L L

22" x 36" 1-HOUR FIRE RATED

ATTIC ACCESS HATCH

22" x 36" 1-HOUR FIRE RATED

ATTIC ACCESS HATCH

36"H x 24"W OPERABLE DOUBLE

HUNG WINDOW. BOTTOM ELEVATION

36" ABOVE FINISHED FLOOR (TYP. OF 13)

32"H x 24"W FIXED PANE

FROSTED GLASS WINDOWS.

REUSE EXISTING WINDOW

OPENINGS.

LEGEND

WATER CLOSET

36" GRAB BAR

18" VERTICAL GRAB BAR

42" GRAB BAR

TOILET TISSUE DISPENSER

LAVATORY

18" x 36" MIRROR WITH SHELF

PAPER TOWEL DISPENSER

TRASH CAN

ADA SINK BASE

BABY CHANGING STATION

3' x 7' DOOR AND FRAME

SOAP DISPENSER

HIGH ADA DRINKING FOUNTAIN

LOW ADA DRINKING FOUNTAIN

INSTANTANEOUS WATER HEATER

MOP SINK

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4' 8'04'

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EXISTING BUILDING AND NEW

ADDITION FLOOR PLAN

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

EXISTING BUILDING FIT-OUT NOTES:

CEILING

1. 2 LAYERS 6" FIBERGLASS BATT INSULATION. INSTALL ONE 6" LAYER BATT INSULATION

BETWEEN CEILING TRUSS CHORD AND ONE LAYER 6" BATT INSULATION PERPENDICULAR

TO AND ABOVE TRUSS CHORD.

2. 2 LAYERS 5/8" TYPE "X" GYPSUM BOARD. INSTALL BASE LAYER AT RIGHT ANGLE TO

ROOF JOIST AND FASTEN WITH 1 INCH TYPE "S" DRYWALL SCREWS SPACED 24 " ON

CENTERS. FACE LAYER 5/8" TYPE "X" GYPSUM BOARD APPLIED AT RIGHT ANGLES TO

ROOF JOIST AND FASTEN WITH 1 - 5/8" TYPE "S" DRYWALL SCREWS SPACED 12" ON

CENTERS PLACED 2" BACK ON EITHER SIDE OF FACE LAYERED JOINTS OF FACE LAYER

SHALL BE OFFSET 24" FROM THE JOINTS OF THE BASE LAYER. ALL PENETRATIONS

SHALL BE FIRESTOPPED. PENETRATIONS THROUGH CEILINGS SHALL MEET OR EXCEED A

ONE HOUR FIRE RATING.

EXTERIOR WALLS

1. PROVIDE CONTINUOUS LAYER OF 2" HIGH DENSITY INSULATION BOARD AT EXTERIOR

WALLS.

2. PROVIDE 2x4 STUD WALL AT 24" O.C. MAX. SOUND BATT INSULATION SHALL BE

INSTALLED IN STUD CAVITIES. FINISH WITH 5/8" GYPSUM WALL BOARD, PAINTED.

FLOOR

1. EXISTING OPENINGS IN FLOOR BOARDS SHALL BE INFILLED AND FLOOR SHALL BE

LEVELED AHEAD OF NEW LVT INSTALLATION.

BASE/TRIM FINISH CEILING FINISH

ANNEX BUILDING ROOM FINISH SCHEDULE

LOCATION

CORRIDOR

OFFICE

RESTROOM

STORAGE/UTILITY

FLOOR FINISH

LUXURY VINYL TILE

CONTOUR TYPE

RUBBER COVE

CONTOUR TYPE

RUBBER COVE

GYPSUM BOARD

MOISTURE RESISTANT

GYPSUM BOARD

CEILING HEIGHT

8'-6" TYPE X GYPSUM WALL

BOARD AND PAINT

INTERIOR WALL FINISH

TYPE X GYPSUM WALL

BOARD AND PAINT

TYPE X GYPSUM WALL

BOARD AND PAINT;

BLOCK PAINT

MOISTURE RESISTANT

GYPSUM WALL BOARD

AND PAINT

LUXURY VINYL TILE

NOTE:

ALL COLOR / STYLE SHALL BE SELECTED

BY OWNER UNLESS IDENTIFIED OTHERWISE

CONFERENCE

ROOM

LUXURY VINYL TILE

CONTOUR TYPE

RUBBER COVE

CONTOUR TYPE

RUBBER COVE

CONTOUR TYPE

RUBBER COVE

GYPSUM BOARD

8'-6"

TYPE X GYPSUM WALL

BOARD AND PAINT

AutoCAD SHX Text Up

AutoCAD SHX Text Down

AutoCAD SHX Text Existing Building Wall

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\A519-16-001 - A1.dwg 6/2/2026 10:27 AM Plotted By: Elmer Danziger 6/2/2026 10:27 AM Plotted By: Elmer Danziger6/2/2026 10:27 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

PROVIDE CONCRETE BLOCK INFILL

AND NEW MANDOOR. MATCH

EXISTING CONCRETE BLOCK SIZE

AND CONSTRUCTION.

3' -4

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EXISTING BUILDING AND NEW

ADDITION BASEMENT FLOOR PLAN

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

ANNEX BUILDING DOOR SCHEDULE

MARK

EXTERIOR

DOOR

INSULATED STEEL

DOOR WITH HALF

GLASS STEEL DOOR

FRAME

OFFICE

HAGER BB1191 4253'-0" X 7'-0" 160 VA

PERIMETER

SEAL 101 VA

SWEEP

MORTISE PANIC TYPE

EXIT DEVICE SERIES

8900 WITH ETL TRIM

CONFERENCE

ROOM

REST ROOM

STORAGE,

UTILITY,

OTHER

LOCATION DOOR

DESCRIPTION DIMENSIONS LOCKSET

(SARGENT) HINGE CLOSER

(SARGENT)

THRESHOLD

(NATIONAL

GUARD)

KICK PLATE

(ROCKWOOD)

ASTRAGAL

(NATIONAL

GUARD)

WEATHER-STRIP

(NATIONAL GUARD)

1331 ICC

2009 ANSI

117.1

COMPLIANT

NOTE: SCHEDULED DOOR DIMENSIONS ARE NOMINAL, CONTRACTOR TO VERIFY ROUGH OPENING SIZE.

STEEL DOOR WITH

STEEL DOOR FRAME

HAGER BB11913'-0" X 7'-0" MORTISE LOCK

7455 W / BL LEVER

AND O ROSE

STEEL DOOR WITH

STEEL DOOR FRAME

HAGER BB11913'-0" X 7'-0"

HAGER BB11913'-0" X 7'-0" MORTISE LOCK

7455 W / BL LEVER

AND O ROSE

(PRIVACY LOCKSET)

1331 ICC

2009 ANSI

117.1

COMPLIANT

HAGER BB11913'-0" X 7'-0" MORTISE LOCK

7455 / BL LEVER

AND O ROSE

10" HIGH x

0.050" EACH

PANEL

STEEL DOOR WITH

STEEL DOOR FRAME

STEEL DOOR WITH

STEEL DOOR FRAME

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\A519-16-002 - A2.dwg 6/2/2026 10:27 AM Plotted By: Elmer Danziger 6/2/2026 10:27 AM Plotted By: Elmer Danziger6/2/2026 10:27 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

EXISTING CONCRETE BLOCK SIZE

AND CONSTRUCTION.

3' -4

O N

C R

N N

3' -0

'-0

40'-0"

48'-0"

'-0

1' -0

-0

41'-0"

1'-0"

W 8x

4"Ø HSS PIPE COLUMN

ON 1/2"x8"x8" PLATE

(TYP.) SEE DETAIL S2-B.

ISOLATION

JOINT (TYP.)

CONTROL JOINT CONTROL JOINT

3' -0

-0

CAULK JOINT (TYP.)

C O

O L

C O

O L

C O

O L

4" 9'-0" 10'-0" 10'-0" 9'-8"

'-0

-0

1' -0

2'-0"

2' -0

ALLOWED

40 ft 5,500 sf

GROUND SNOW LOAD

IMPORTANCE FACTOR

STRUCTURAL DESIGN CRITERIA

INTERNATIONAL BUILDING CODE (IBC 2018)

OCCUPANCY CATEGORY

USE GROUP

CONSTRUCTION CLASSIFICATION

OCCUPANCY LOAD

B V-B

BUILDING HEIGHT

NUMBER OF STORIES

GROSS AREA PER FLOOR

TOTAL GROSS AREA

PROPOSED

15 ft 1280sf 1280 sf

ROOF LIVE LOAD 35 psf

40psf 1.00

FLOOR LIVE LOAD 100 psf

DESIGN FLOOD ELEVATION

LOWEST FLOOR ELEVATION

~1076.00ft

BASIC WIND SPEED

EXPOSURE CATEGORY

IMPORTANCE FACTOR

115 mph B 1.00

SEISMIC DESIGN

SITE CLASSIFICATION

SEISMIC DESIGN CATEGORY

SEISMIC USE GROUP

IMPORTANCE FACTOR

ACCELERATION COEFFICIENT

0.2 SEC SPECTRAL RESPONSE

1.0 SEC SPECTRAL RESPONSE

D A

III

1.00

0.125 0.049

ALLOWABLE SOIL BEARING PRESSURE2000 psf LOCAL FROST DEPTH 36 in (MIN.)

EXISTING

15 ft 1536 sf 1536 sf

BOTTOM BLOCK

COURSE TO BE

GROUTED SOLID

(TYP.)

#4@12" OC

EW, EF (TYP.)

#4@48" OC IN

GROUTED CELLS

FULL HEIGHT (TYP.)

4"Ø HSS PIPE

COLUMN (TYP.)

3'-0"3'-6" 6'-11"3'-6" 6'-6"3'-6" 6'-6"5'-6"1'-7"

2x10 SYP @16" OC (TYP.)

(5) - #4 EW,

T&B (TYP.)

(4) - #4 CONTINUOUS

W/#4@12" OC,

TRANSVERSE (TYP.)

1/2" PREMOLDED

EXPANSION JOINT

MATERIAL (TYP.)

F.F. EL. ~1076.00

PRE-ENGINEERED ROOF

TRUSSES @ 24" OC (TYP.)

28-GAUGE METAL WALL PANEL

TO MATCH Existing Metal Roof

(TYP.)

2 LAYERS 6"

FIBERGLASS BATT

INSULATION (TYP.)

41'-0"

40'-0" 1'-0"

2x10 CRIPPLE WALL

W/ DOUBLE TOP

PLATE (TYP.)

10'-0" 10'-0" 9'-8"9'-0"4"

GROUT SOLID (TYP.)

2x10 LEDGER BOARD W/

1/2"Ø TITEN HD ANCHOR @

16" OC; 3-1/2" MIN. EMBED

IN FACE BLOCK ONLY (TYP.)

SIMPSON LB210AZ

JOIST HANGER (TYP.)

3/4" PLYWOOD W/1/2"

PLYWOOD TRANSVERSE TO

MATCH Existing Floor (TYP.)

W8x28 (TYP.)

32'-0"

#4@12" OC

EW, EF (TYP.)

BOTTOM BLOCK

COURSE TO BE

GROUTED SOLID

(TYP.)

#4@48" OC IN

GROUTED CELLS

FULL HEIGHT (TYP.)

1' -0

3'-0" 3'-0"3'-6"12'-3" 12'-3"

EL. ~1067.75

7' -4

C O

U R

8' -0

4"Ø HSS PIPE

COLUMN (TYP.)

EL. ~1066.75

F.F. EL. ~1076.00

1/2" PREMOLDED

EXPANSION JOINT

MATERIAL (TYP.)

1'-0"

2 LAYERS 6"

FIBERGLASS BATT

INSULATION (TYP.)

RIDGE VENT (TYP.)

26-GAUGE METAL ROOF TO

MATCH Existing Metal Roof (TYP.)

DOUBLE 2x10

HEADER (TYP.)

2x10 @16" OC

(TYP.)

4" SLAB W/ 6x6 - W2.9xW2.9

WWF (TYP.)

DOUBLE 2x10

UNDER WALLS

(TYP.)

W8x28 BEAM

PRE-ENGINEERED ROOF

TRUSSES @ 24" OC (TYP.)

(5) - #4 EW,

T&B (TYP.)

(4) - #4 CONTINUOUS

W/#4@12" OC,

TRANSVERSE (TYP.)

GUTTER TO

MATCH Existing

(TYP.)

2x10 CRIPPLE WALL

W/ DOUBLE TOP

PLATE (TYP.)

E X

B U

A N

D N

E W

A D

F O

U N

D A

N P

A N

D S

E C

N S

D A

C G

A W

G A

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

4' 8'04'

Order No.

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

D at e Is su ed

F or

D at e R ev is io ns

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

519-16

Ju ne

A N

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G A

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O N

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E S

T M

O R

N D

C O

U N

T Y

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N N

S Y

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S T

R A

V E

R T

O W

N S

D ra w n

B y:

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

R el ea se d

Fo r B id

EXISTING BUILDING AND NEW ADDITION FOUNDATION PLAN S1-A

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

4' 8'04'

EXISTING BUILDING AND NEW ADDITION SECTION S1-B

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

4' 8'04'

EXISTING BUILDING AND NEW ADDITION SECTION S1-C

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

S1-B S1-B

S 1-C

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\S519-16-001 - S1.dwg 6/2/2026 10:20 AM Plotted By: Elmer Danziger 6/2/2026 10:20 AM Plotted By: Elmer Danziger6/2/2026 10:20 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

26-GAUGE METAL

ROOF TO MATCH

Existing Metal Roof

(TYP.)

GUTTER TO MATCH

Existing (TYP.)

MINIMUM 24" WEATHERLOK

UNDERLAYMENT

EXTEND OVER DRIP EDGE AND

RAKE FLASHING (TYP.)

3/4" PLYWOOD ROOF DECK

GRADE EXT. APA. FASTEN

WITH 6d COMMON NAILS

12" ON CENTERS AND

6" ON CENTERS END

GALVANIZED STEEL DRIP

EDGE FLASHING (TYP.)

UNDERLAYMENT SHALL

BE 2 LAYERS 15 LB

ORGANIC ROOFING FELT

MEETING ASTM D226 WITH

SLIPSHEET FOR METAL

ROOF (TYP.)

PRE-ENGINEERED ROOF TRUSS SYSTEM

SLOPE 4:12 TO MATCH Existing. ALL BEARING

SHALL BE ON WALLS. TRUSS SPACING

SHALL MEET THE REQUIREMENTS OF THE

UNIFORM BUILDING CODE, 24" OC MAXIMUM.

41'-0"

'-6

1' -6

-0

40'-0" 1'-0"

GROUT SOLID (TYP.)

4"Ø HSS PIPE

COLUMN (TYP.)

W8x28 (TYP.)

1/2"X8"X8" TOP

PLATE W/ (4) -

1/2"Ø BOLTS

(TYP.)

GROUT SOLID (TYP.)

3/4" PLYWOOD W/1/2"

PLYWOOD TRANSVERSE TO

MATCH Existing Floor (TYP.)

1/4"

1/4" 1/2" PREMOLDED

EXPANSION JOINT

MATERIAL (TYP.)

1/2"X8"X8" BOTTOM

PLATE W/ (4) - 1/2"Ø

ANCHORS. EMBED

MIN. 3-1/2" (TYP.)

2x8 NAILER, ATTACH TO

BEAM W/ 1/4" TAP

SCREWS ALTERNATING

EACH SIDE 16" OC (TYP.)

2x10 SYP JOISTS @16" OC

W/SIMPSON LB210AZ JOIST

HANGER (TYP.)

1/4" 1/2" PREMOLDED

EXPANSION JOINT

MATERIAL (TYP.)

1/2"X8"X8" BOTTOM

PLATE W/ (4) - 1/2"Ø

ANCHORS. EMBED

MIN. 3-1/2" (TYP.)

4"Ø HSS PIPE

COLUMN (TYP.)

W8x28 (TYP.)

1/2"X8"X8" TOP

PLATE W/ (4) -

1/2"Ø BOLTS

(TYP.)

3/4" PLYWOOD W/1/2"

PLYWOOD TRANSVERSE TO

MATCH Existing Floor (TYP.)

1/4"

2x8 NAILER, ATTACH TO

BEAM W/ 1/4" TAP

SCREWS ALTERNATING

EACH SIDE 16" OC (TYP.)

2x10 SYP JOISTS @16" OC

W/SIMPSON LB210AZ JOIST

HANGER (TYP.)

4"Ø HSS PIPE

COLUMN (TYP.)

(4) - 1/2" Ø CINCH

ANCHORS; MIN.

3-1/2" EMBED (TYP.)

8"1"

1/2"x8"X8" BASE

PLATE (TYP.)

1/4"

3'-6"

3' -6

4"Ø HSS PIPE

COLUMN (TYP.)

(4) - 1/2" Ø CINCH

ANCHORS; MIN.

3-1/2" EMBED (TYP.)

8"1"

1/2"x8"X8" TOP

PLATE (TYP.)

1/4"

W8x28 BEAM (TYP.)

E X

B U

A N

D N

E W

A D

R O

O F

N A

N D

D E

T A

D A

C G

A W

G A

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

4' 8'04'

Order No.

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

D at e Is su ed

F or

D at e R ev is io ns

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

519-16

Ju ne

A N

N E

X B

G A

D D

N C

O N

T R

A C

T N

O . 2

E S

T M

O R

N D

C O

U N

T Y

, P E

N N

S Y

R O

S T

R A

V E

R T

O W

N S

D ra w n

B y:

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

R el ea se d

Fo r B id

EXISTING BUILDING AND NEW ADDITION ROOF PLAN S2-A

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

COLUMN DETAILS S2-B

SCALE: 3/4" = 1'-0"

012 1

COLUMN BASE PLATE DETAIL S2-C

SCALE: 1-1/2" = 1'-0"

COLUMN TOP PLATE DETAIL S2-D

SCALE: 1-1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

01 16"

SCALE: 1 1/2" = 1'-0"

01 16"

AutoCAD SHX Text Existing Metal Roof

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\S519-16-002 - S2.dwg 6/2/2026 10:20 AM Plotted By: Elmer Danziger 6/2/2026 10:20 AM Plotted By: Elmer Danziger6/2/2026 10:20 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

40'-0"

15'-41 4" 13'-934" 5'-0"

'-9

11'-21 4" 13'-934" 6'-0" 6'-0"

3' -9

3 4"

3' -4

1' -0

1'-0"

1' -0

4'-10"3'-4" 6"

6"6" 6"

'-5

1 4"

6' -6

3' -0

8' -1

11 4" 12 '-8

1 8" 5'

-9

3'-4"

4' -0

4'-0" 4'-0"

'-0

21'-91 2"

3' -4

18'-21 2"

6"6"

14'-21 4"

'-9

18'-21 2"

'-9

8' -3

6" 6"

6' -0

12'-11"

6" 6"

'-3

46'-0"

6" 6"

6" 6" 6"

87 8"

40 CFM

SUPPLY

4" x 12"

35 CFM

SUPPLY

4" x 12"

205 CFM

SUPPLY

6" x 10"

205 CFM

RETURN

6" x 10"

265 CFM

RETURN

6" x 12"

130 CFM

RETURN

4" x 12"

200 CFM

RETURN

6" x 10"

185 CFM

RETURN

6" x 10"

200 CFM

SUPPLY

6" x 10"

185 CFM

SUPPLY

6" x 10"

75 CFM

SUPPLY

4" x 12"

75 CFM

SUPPLY

4" x 12"

260 CFM

SUPPLY

6" x 12"

260 CFM

RETURN

6" x 12"

75 CFM

SUPPLY

4" x 12"

200 CFM

SUPPLY

6" x 10"

260 CFM

RETURN

6" x 12"

210 CFM

RETURN

6" x 10"

400 CFM

RETURN

6" x 24"

200 CFM

SUPPLY

6" x 10"

210 CFM

SUPPLY

6" x 10"

260 CFM

SUPPLY

6" x 12"

130 CFM

RETURN

4" x 12"

265 CFM

SUPPLY

6" x 12"

E X

B U

A N

D N

E W

A D

O R

H V

A C

D C

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

4' 8'04'

Order No.

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

D at e Is su ed

F or

D at e R ev is io ns

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

519-16

Ju ne

A N

N E

X B

G A

D D

N C

O N

T R

A C

T N

O . 2

E S

T M

O R

N D

C O

U N

T Y

, P E

N N

S Y

R O

S T

R A

V E

R T

O W

N S

D ra w n

B y:

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

R el ea se d

Fo r B id

EXISTING BUILDING AND NEW

ADDITION FLOOR PLAN - HVAC

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

SUPPLY

RETURN

LEGEND

AutoCAD SHX Text Up

AutoCAD SHX Text Down

AutoCAD SHX Text Existing Building Wall

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\H519-16-001 - H1.dwg 6/2/2026 10:23 AM Plotted By: Elmer Danziger 6/2/2026 10:23 AM Plotted By: Elmer Danziger6/2/2026 10:23 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

EXISTING CONCRETE BLOCK SIZE

AND CONSTRUCTION.

3' -4

O N

C R

N N

3' -0

40 CFM SUPPLY UP

35 CFM SUPPLY UP

205 CFM SUPPLY UP

205 CFM RETURN UP

HVAC INDOOR

UNIT #2

130 CFM RETURN UP

130 CFM

SUPPLY UP 265 CFM RETURN UP

200 CFM RETURN UP

185 CFM RETURN UP

200 CFM SUPPLY UP

185 CFM SUPPLY UP

75 CFM SUPPLY UP

200 CFM SUPPLY

DUCT MOUNTED

GRILLE

200 CFM SUPPLY

DUCT MOUNTED

GRILLE

8/8

12/10

24/12

8/8

6/610/8

8/6 16/12 12/8

8/8

10/88/8 8/8

8/6 6/6

24/12

10/8

260 CFM

SUPPLY UP

260 CFM

RETURN UP

75 CFM

SUPPLY UP

200 CFM SUPPLY

DUCT MOUNTED

GRILLE

200 CFM SUPPLY

DUCT MOUNTED

GRILLE

HVAC INDOOR

UNIT #1

200 CFM

SUPPLY UP

260 CFM

SUPPLY UP

260 CFM

RETURN UP

210 CFM

RETURN UP

400 CFM

RETURN UP

210 CFM

SUPPLY UP

10/8 12/10 24/12

8/8 10/10 8/8

24/12

8/8

16/10

10/10

6/6

10/8

E X

B U

A N

D N

E W

A D

B A

S E

M E

N T

O R

H V

A C

D C

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

4' 8'04'

Order No.

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

D at e Is su ed

F or

D at e R ev is io ns

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

519-16

Ju ne

A N

N E

X B

G A

D D

N C

O N

T R

A C

T N

O . 2

E S

T M

O R

N D

C O

U N

T Y

, P E

N N

S Y

R O

S T

R A

V E

R T

O W

N S

D ra w n

B y:

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

R el ea se d

Fo r B id

EXISTING BUILDING AND NEW

ADDITION BASEMENT FLOOR

HVAC PLAN

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

LEGEND

SUPPLY

RETURN

DUCT WIDTH / DUCT HEIGHTX/X

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\H519-16-002 - H2.dwg 6/2/2026 10:23 AM Plotted By: Elmer Danziger 6/2/2026 10:23 AM Plotted By: Elmer Danziger6/2/2026 10:23 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

VENT UP

TRHOUGH

ROOF

VENT UP

TRHOUGH

ROOF

C.O.C.O.

C.O.

VENT UP

TRHOUGH

ROOF

BUILDING

TRAP

EXTEND AND

CONNECT TO

EXISTING SITE

SANITARY LINE

4" PVC

C.O.C.O.

C.O.

E X

B U

A N

D N

E W

A D

O R

M B

D C

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

4' 8'04'

Order No.

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

D at e Is su ed

F or

D at e R ev is io ns

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

519-16

Ju ne

A N

N E

X B

G A

D D

N C

O N

T R

A C

T N

O . 2

E S

T M

O R

N D

C O

U N

T Y

, P E

N N

S Y

R O

S T

R A

V E

R T

O W

N S

D ra w n

B y:

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

R el ea se d

Fo r B id

EXISTING BUILDING AND NEW

ADDITION FLOOR PLAN - PLUMBING

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

PLUMBING GENERAL NOTES:

1. ALL SANITARY, HOT WATER, AND COLD WATER PIPING SHALL BE INSTALLED ON THE

LOWER LEVEL STUB UP TO UPPER LEVEL PLUMBING FIXTURES WHERE SHOWN.

2. PROVIDE SHUT-OFF VALVES FOR HOT AND COLD WATER AT ALL PLUMBING FIXTURES.

3. ALL PIPING FROM UPPER TO LOWER LEVEL SHALL BE CONCEALED IN NEW STUD WALLS.

LEGEND

COLD WATER

HOT WATER

SANITARY

CLEANOUTC.O.

AutoCAD SHX Text Existing Instantaneous Water Heater

AutoCAD SHX Text Existing Cold Water Service Into Building

AutoCAD SHX Text Up

AutoCAD SHX Text Down

AutoCAD SHX Text Existing Building Wall

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\P519-16-001 - P1.dwg 6/2/2026 10:13 AM Plotted By: Elmer Danziger 6/2/2026 10:13 AM Plotted By: Elmer Danziger6/2/2026 10:13 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

DT1

S T

A N

D A

R D

D E

T A

D C

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

519-16

Ju ne

A N

N E

X B

G A

D D

N C

O N

T R

A C

T N

O . 2

E S

T M

O R

N D

C O

U N

T Y

, P E

N N

S Y

R O

S T

R A

V E

R T

O W

N S

D ra w n

B y:

D at e Is su ed

F or

D at e R ev is io ns

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

R el ea se d

Fo r B id

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\DT519-16-001 - DT1.dwg 6/2/2026 10:13 AM Plotted By: Elmer Danziger 6/2/2026 10:13 AM Plotted By: Elmer Danziger6/2/2026 10:13 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

DT2

A N

D A

R D

D E

T A

D C

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

519-16

Ju ne

A N

N E

X B

G A

D D

N C

O N

T R

A C

T N

O . 2

E S

T M

O R

N D

C O

U N

T Y

, P E

N N

S Y

R O

S T

R A

V E

R T

O W

N S

D ra w n

B y:

D at e Is su ed

F or

D at e R ev is io ns

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

R el ea se d

Fo r B id

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\DT519-16-002 - DT2.dwg 6/2/2026 10:13 AM Plotted By: Elmer Danziger 6/2/2026 10:13 AM Plotted By: Elmer Danziger6/2/2026 10:13 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

DT3

A N

D A

R D

D E

T A

D C

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

519-16

Ju ne

A N

N E

X B

G A

D D

N C

O N

T R

A C

T N

O . 2

E S

T M

O R

N D

C O

U N

T Y

, P E

N N

S Y

R O

S T

R A

V E

R T

O W

N S

D ra w n

B y:

D at e Is su ed

F or

D at e R ev is io ns

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

R el ea se d

Fo r B id

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\DT519-16-003 - DT3.dwg 6/2/2026 10:13 AM Plotted By: Elmer Danziger 6/2/2026 10:13 AM Plotted By: Elmer Danziger6/2/2026 10:13 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

JAMB

SILL

HEAD

STEEL DOOR

CAULK (TYP.)

METAL STUD FRAMING

STEEL DOOR

7' -4

4 7/8"

5/8" GYPSUM BOARD

(TYP. EACH SIDE)

STEEL DOOR FRAME

CAULK (TYP.)

METAL STUD FRAMING

5/8" GYPSUM BOARD

(TYP. EACH SIDE)

STEEL DOOR FRAME

METAL BASE TRACK

HILTI POWER ACTUATED

FASTENERS @ 16"

METAL STUDS @

24" O/C (TYP.)

5/8" GYPSUM WALLBOARD.

FASTEN IN ACCORDANCE

WITH DETAIL A13-B

ON CENTERS SPACING

PROVIDE 1 1/2"

INSULATION (TYP.)

ACOUSTICAL

NOTE:

USE MOISTURE RESISTANT WALLBOARD

@ RESTROOMS.

ALUMINUM FLANGE.

SEAL WATER TIGHT

WITH SILICONE SEALANT.

PIPE DIAMETER VARIES

RPS DECK MATE

PIPE SEAL

STAINLESS STEEL CLAMP

24 GAUGE GALVANIZED

ROOF PANEL

FASTEN TO ROOF

HEAD

JAMB

SILL

3' -0

LINTELS-

(2) L's - 5" x 5" x 5/16" W/

(PROVIDE MIN. 8" BEARING

EACH SIDE ON SOLID CMU)

ALUMINUM WINDOW

5/16" x 11" x CONT. STL. PL

3' -0

" 5/8" GYPSUM BOARD (TYP.)

METAL STUD FRAMING

MASONRY UNIT GROUTED

12" SPLIT FACE CONCRETE

FLASHING

FRAME (TYP.)

CAULK (TYP.) SILL

METAL STUD FRAMING

5/8" GYPSUM BOARD (TYP.)

CAULK (TYP.)

FLASHING

ALUMINUM PANNING (TYP.)

WINDOW SASH (TYP.)

FRAME (TYP.)

ALUMINUM WINDOW

WINDOW SASH (TYP.)

HEAD

JAMB

SILL

7' -4

THRESHOLD

CAULK (TYP.)

FRAME HEADER

FLASHING

CAULK (TYP.)

STEEL DOOR FRAME

STEEL DOOR FRAME.

FABRICATE DOOR

FRAME TO EXTEND

AND RETURN AT

EXTERIOR AND

INTERIOR WALLS.

STEEL DOOR

CAULK (TYP.)

SOLID

MASONRY UNIT GROUTED

12" SPLIT FACE CONCRETE

SOLID

METAL STUD 24" O/C

24" O/C(TYP.)

MINIMUM 2" x 4" SUPPORT BLOCKING

AS REQUIRED FOR SUPPORT OF

KITCHEN/LAB BASE, WALL CABINETS

EXTEND TO BOTTOM

AND FIXTURES (TYP.)

OF ROOF TRUSS

INSTALL RUBBER

COVE BASE (TYP.)

METAL TOP TRACK.

ANCHOR TO ROOF

TRUSS.

HILTI POWER ACTUATED

FASTENERS @ 16"

ON CENTERS SPACING

NOTE:AT REST ROOMS INSTALL

MOISTURE RESISTANT

GYPSUM BOARD.

ACOUSTICAL INSULATION

5/8" GYPSUM WALLBOARD

EACH SIDE AT INTERIOR

DIVIDING WALLS. APPLY

TO EACH SIDE OF 3 5/8"

METAL STUDS WITH 1"

TYPE "S" DRYWALL SCREWS

8" ON CENTERS TO VERTICAL

EDGES AND 12" ON CENTERS

TO INTERMEDIATE STUDS.

STAGGER JOINTS 24" ON

CENTERS EACH SIDE.

DOUBLE 2x10

HEADER (TYP.)

DT4

C E

N E

O U

S D

E T

D C

Order No.

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

D at e Is su ed

F or

D at e R ev is io ns

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

519-16

Ju ne

A N

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G A

D D

N C

O N

T R

A C

T N

O . 2

E S

T M

O R

N D

C O

U N

T Y

, P E

N N

S Y

R O

S T

R A

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R T

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N S

D ra w n

B y:

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

R el ea se d

Fo r B id

INTERIOR DOOR DETAIL

SCALE: 1/2" = 1'-0"

INTERIOR FRAMING WALL DETAIL

N.T.S.

INTERIOR WALL DETAIL

SCALE: 1/2" = 1'-0"

METAL ROOF PIPE

PENETRATION DETAIL

N.T.S.

EXTERIOR DOOR DETAIL

AT MASONRY WALL

SCALE: 1/2" = 1'-0"

WINDOW DETAIL

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\DT519-16-004 - DT4.dwg 6/2/2026 10:14 AM Plotted By: Elmer Danziger 6/2/2026 10:14 AM Plotted By: Elmer Danziger6/2/2026 10:14 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

OUTSIDE

GARAGE

OFFICE ANNEX

C T

A L

E R

G R

A M

, S C

H E

D U

A N

D N

O T

E S

D A

M A

B M

A S

Order No.

Drawing No.

Sheet No.

C am pb el ls R un R oa d

Pi tts bu rg h, P

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs

.c om

K L H

E N

E E R

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

D at e Is su ed

F or

D at e R ev is io ns

D es ig ne d B y:

C he ck ed

B y:

A pp ro ve d B y:

D at e:

519-16

Ju ne

A N

N E

X B

G A

D D

N C

O N

T R

A C

T N

O . 2

E S

T M

O R

N D

C O

U N

T Y

, P E

N N

S Y

R O

S T

R A

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R T

O W

N S

D ra w n

B y:

R el ea se d

Fo r B id

EXISTING BUILDING - ELECTRICAL

RISER DIAGRAM

SCALE: NOT TO SCALE

REMARKS

SWITCHING CIRCUIT DESIGNATION

SEQUENTIAL FIXTURE NUMBER

FIXTURE TYPE. SEE BELOW

A-01,a

FIXTURE

LETTER QTY. DESCRIPTION MANUFACTURER LAMPSCATALOG

NUMBER WATTAGE

LIGHTING FIXTURE SCHEDULE

A - -

NOT USED

LIGHTING NOTE:

CONTRACTOR TO PROVIDE APPROPRIATE MOUNTING BRACKETS.

C 73

6" ROUND SHALLOW RECESSED DOWNLIGHT FOR

NEW CONSTRUCTION AND REMODEL. IC-RATED,

AIRTIGHT HOUSING, SPRAY FOAM COMPATIBLE. 1500

LUMENS, 3500K, >80CRI,120-277V, OPEN REFLECTOR,

CLEAR SPECULAR TRIM, WHITE FLANGE

LED 13.3WGOTHAM

OR EQUAL

FIXTURES ECESS

MOUNTED IN DRYWALL

CEILING

IVO6S D 15LM 80CTI

MVOLT ICAT

EX 9

"EX" FIXTURES SHALL

BE MOUNTED APPROX.

1'-0" ABOVE DOOR

FRAME

ELECTRONICLIGHTALARMS

OR EQUAL LED

WALL MOUNTED, EMERGENCY UNIT/LED EXIT SIGN.

THERMOPLASTIC HOUSING, ADJUSTABLE LED LAMP

HEADS. REMOTE CAPACITY AND IMPROVED

DIAGNOSTICS.

UQLXN500R

-2LEDRID WITH

ELF652D/LED-WP

REMOTE HEADS

20A

1. NEW FEEDER BREAKERS SHALL BE 100% COMPATIBLE WITH EXISTING

PANELBOARD.

NOTE:

20A

ELECTRICAL NOTES:

1. ALL ELECTRICAL EQUIPMENT, INCLUDING LIGHT FIXTURES, NEW

PANELBOARD FEEDER CIRCUIT BREAKERS, DISCONNECTS,

RECEPTACLES, WIRING, ETC. TO BE SUPPLIED BY OWNER.

2. ALL ELECTRICAL INSTALLATION, INCLUDING PANELBOARD CIRCUIT

BREAKER INSTALLATION, FIXTURE MOUNTING, RECEPTACLE MOUNTING,

DISCONNECT MOUNTING, WIRING, TERMINATIONS AND GROUNDING TO

BE PROVIDED BY OWNER.

3. THE INSTALLER SHALL BE RESPONSIBLE FOR COORDINATING WITH THE

GENERAL/MECHANICAL CONTRACTOR TO VERIFY THAT THEY CONFORM

TO THE ELECTRICAL REQUIREMENTS OF OTHER DEVICES WHICH THEY

ARE CONNECTED.

4. THE INSTALLER SHALL FURNISH AND INSTALL ALL REQUIRED

CONDUCTORS, ENCLOSURES, GROUNDING, ETC., IN ORDER TO MAKE A

COMPLETE ELECTRICAL SYSTEM, READY FOR OPERATION.

5. THE INSTALLER SHALL SUPPLY ALL AUXILIARY EQUIPMENT, FRAMES,

SUPPORTS, CONNECTORS, TERMINALS, ACCESS PANELS, AND OTHER

DEVICES REQUIRED FOR PROPER INSTALLATION AND OPERATION OF

EQUIPMENT FURNISHED AND INSTALLED BY HIM.

6. ALL RECEPTACLE AND LIGHTING CIRCUITS SHALL BE #12 AWG COPPER

MC CABLE OR EQUIVALENT.

7. THE HVAC HEAT PUMPS SHALL BE #8 AWG COPPER OR AS REQUIRED

BY EQUIPMENT SUPPLIED. OUTDOOR HEAT PUMPS SHALL INCLUDE A

LOCKABLE DISCONNECTING MEANS AS REQUIRED BY CODE.

8. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL

ELECTRIC CODE, NFPA, UL, BUILDING STANDARDS, AND ALL OTHER

GOVERNING AGENCIES HAVING JURISDICTIONS.

9. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND

SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED.

RECEPTACLES -

EXISTING BLDG OFFICES

RECEPTACLES -

CONFERENCE ROOM

RECEPTACLES -

EXISTING BLDG OFFICES

RECEPTACLES -

CONFERENCE ROOM

RECEPTACLES -

NEW BLDG OFFICES

RECEPTACLES -

NEW BLDG OFFICES

RECEPTACLES -

NEW BLDG OFFICES

RECEPTACLES -

NEW BLDG OFFICES

RECEPTACLES -

NEW BLDG OFFICES

RECEPTACLES -

NEW BLDG OFFICES

EMERGENCY LIGHTS

LIGHTS - OFFICES

EXISTING BLDG

LIGHTS - CONFERENCE

ROOM / RESTROOM

LIGHT - CORRIDOR

EXISTING BUILDING

LIGHTS - CORRIDOR

NEW BUILDING

LIGHTS - OFFICES

NEW BUILDING

LIGHTS - OFFICE /

RESTROOM NEW BLDG

LIGHTS - EXTERIOR

NOT USED

LOW PROFILE LED WALL PACK. UV STABILIZED

IMPACT RESISTANT POLYCARBONATE FRONT COVER.

THERMALLY EFFICIENT DIE-CAST ALUMINUM HOUSING

WITH INTEGRATED HEAT SINK FINS. LISTED FOR WET

LOCATIONS

LED 58WSIMKAR

OR EQUAL

FIXTURES MOUNTED

ABOVE DOORS ~ 1'-0"

ABOVE FRAME

LPLW60L40U11B

HVAC

HEAT PUMP #1

HVAC

HEAT PUMP #2

40A

15A

40A

HVAC

INDOOR UNIT #1

15A

HVAC

INDOOR UNIT #2

NOTICE

ELECTRICAL DRAWINGS ARE ISSUED

FOR PROJECT COORDINATION AND

BUILDING PERMIT ONLY.

ELECTRICAL WORK WILL BE

COMPLETED BY ROSTRAVER TOWNSHIP

AND SHOULD NOT BE INCLUDED

IN BIDS FOR CONTRACT 2026-03.

AutoCAD SHX Text Metering

AutoCAD SHX Text Pole-Mounted Utility Transformer

AutoCAD SHX Text West Penn Power

AutoCAD SHX Text 200A Disconnect Switch

AutoCAD SHX Text Existing Feeder To Shop

AutoCAD SHX Text Spare

AutoCAD SHX Text LVPA 120/240V, 200A Lighting Panelboard

AutoCAD SHX Text Existing Wireway

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

AutoCAD SHX Text S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\E519-16-001.dwg 6/2/2026 10:31 AM Plotted By: Elmer Danziger 6/2/2026 10:31 AM Plotted By: Elmer Danziger6/2/2026 10:31 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

AutoCAD SHX Text Receptacle at Panelboard

AutoCAD SHX Text

AutoCAD SHX Text No

AutoCAD SHX Text Trip

AutoCAD SHX Text L2

AutoCAD SHX Text L1

AutoCAD SHX Text NEMA Type 12

AutoCAD SHX Text Cabinet:

AutoCAD SHX Text Description

AutoCAD SHX Text

200A MCCB

AutoCAD SHX Text L2

AutoCAD SHX Text L1

AutoCAD SHX Text Trip

AutoCAD SHX Text

AutoCAD SHX Text Panel Size & Type:

AutoCAD SHX Text Description

AutoCAD SHX Text

240/120V, 1PH, 3W

AutoCAD SHX Text Volts,Phase,Wire:

AutoCAD SHX Text No

AutoCAD SHX Text

AutoCAD SHX Text Existing Lighting Panel A (LVPA)

AutoCAD SHX Text Main Size & Type:

AutoCAD SHX Text 225A Flush

AutoCAD SHX Text 20A

AutoCAD SHX Text

AutoCAD SHX Text 20A

AutoCAD SHX Text Kitchen Lights/ Smoke Detector

AutoCAD SHX Text Kitchen Outlets

AutoCAD SHX Text Receptacle at Water Heater

AutoCAD SHX Text 20A

AutoCAD SHX Text Refrigerator

AutoCAD SHX Text Kitchen Counter Outlets

AutoCAD SHX Text 20A

AutoCAD SHX Text 60A

AutoCAD SHX Text Hot Water Heater Circuit #1

AutoCAD SHX Text 60A

AutoCAD SHX Text

AutoCAD SHX Text 60A

AutoCAD SHX Text Hot Water Heater Circuit #2

AutoCAD SHX Text 60A

AutoCAD SHX Text

AutoCAD SHX Text Space

AutoCAD SHX Text

AutoCAD SHX Text Space

AutoCAD SHX Text

AutoCAD SHX Text Space

Space

LP-19

LP-9 LP-11

LP-11

LP-11 LP-9

LP-11

LP-11 LP-9

LP-9 LP-11

LP-9

LP-11

LP-9

LP-11

LP-13LP-15

LP-13

LP-15

LP-13

LP-13 LP-15

LP-15 LP-13

LP-17

LP-17LP-19

LP-19

LP-17

LP-19

LP-17

LP-19

LP-21

LP-23

LP-23 LP-21

LP-21

LP-23

LP-21

LP-27

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTOR

SMOKE

DETECTORLP-13

GFCI

LP-27 LP-27

LP-23

LP-21

LP-25

LP-25 LP-25

LP-25

LP-27

GFCI

LP-27

GFCI

SMOKE

DETECTOR

SMOKE

DETECTOR

LP-30,32

LP-29,31

HVAC HEAT PUMPS

FINAL LOCATION BY GC.

SEE NOTES 6 & 10

LP-19 GFCI

EX-02 EX-04

PE PE

b a h n

EX-06

EX-05

EX-03

LP-14

LP-18

C-40,e

LP-14

C-41,e f j

LP-28

p qLP-26 e LP-18

LP-16

LP-14

LP-28

LP-26

LP-24

k m

LP-24

LP-26

LP-24

C-07,b C-08,b C-09,b

C-10,b C-11,b C-12,b

C-01,a C-02,a C-03,a

C-04,a C-05,a C-06,a

C-26,d C-27,d C-28,d C-29,d

C-33,dC-32,dC-31,dC-30,d

C-34,d C-35,d C-36,d C-37,d

C-17,c C-18,c C-19,c C-20,c C-21,c C-22,c C-23,c C-24,c

C-16,c

C-15,c

C-14,c

C-13,c

C-42,f C-43,f C-44,f

C-64,n C-65,n C-66,n

C-69,nC-68,nC-67,n

C-70,p

C-71,p

LP-26

C-72,q

C-73,q

C-25,g

C-59,g C-60,g C-61,g C-62,g C-63,gC-45,h C-46,h

C-47,h C-48,h

C-49,h C-50,h

C-38,d

C-39,d

C-51,j C-57,k

C-58,m

C-52,j C-53,j

C-54,j C-55,j C-56,j

EX-01

D-01 D-02

D-03

LP-20

3g LP-20

LP-22

g LP-22

C T

A L

A N

D L

G P

U P

P E

R F

M A

B M

A S

Order No.

Drawing No.

Sheet No.

C am pb el ls R un R oa d

Pi tts bu rg h, P

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs

.c om

K L H

E N

E E R

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

D at e Is su ed

F or

D at e R ev is io ns

D es ig ne d B y:

C he ck ed

B y:

A pp ro ve d B y:

D at e:

519-16

Ju ne

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N E

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G A

D D

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O N

T R

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R O

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D ra w n

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R el ea se d

Fo r B id

EXISTING BUILDING AND NEW

ADDITION ELECTRICAL PLAN E2-A

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

LIGHTING LEGEND

COMBO EMERGENCY / EXIT

LIGHTING FIXTURE WITH

BATTERY CHARGER/PACK

6" ROUND RECESS

LIGHTING FIXTURE

6" ROUND RECESS

EMERGENCY LIGHTING

FIXTURE

SSMOKE DETECTOR / ALARM

SMOKE / FIRE ALARM LEGEND

FIRE ALARM MANUAL

PULL STATION

FIRE ALARM WALL SPEAKER

& STROBE

FIRE ALARM STROBE

3THREE WAY SWITCH

SINGLE POLE SWITCH

WALL MOUNTED

OCCUPANCY SENSOR

SENSOR SWITCH # WSXA WH

LIGHT SWITCH LEGEND

EXISTING BUILDING AND NEW

ADDITION LIGHTING PLAN E2-B

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

4' 8'04'

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

4' 8'04'

NOTES:

1. ALL ELECTRICAL EQUIPMENT, INCLUDING LIGHT FIXTURES, NEW PANELBOARD

FEEDER CIRCUIT BREAKERS, DISCONNECTS, RECEPTACLES, WIRING, ETC. TO BE

SUPPLIED BY OWNER.

2. ALL ELECTRICAL INSTALLATION, INCLUDING PANELBOARD CIRCUIT BREAKER

INSTALLATION, FIXTURE MOUNTING, RECEPTACLE MOUNTING, DISCONNECT

MOUNTING, WIRING, TERMINATIONS AND GROUNDING TO BE PROVIDED BY OWNER.

3. ALL CIRCUIT RUNS ARE SHOWN IN THE HOME RUN FORMAT ONLY. FINAL

ROUTING SHALL BE DETERMINED BY THE INSTALLER.

4. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE DESIRED ARRANGEMENT AND

THE APPROXIMATE LOCATION OF PRINCIPLE APPARATUS AND EQUIPMENT. FINAL

LOCATIONS OF EQUIPMENT ARE SHOWN DISTORTED ON DRAWINGS TO AVOID

CONFUSION.

5. THE INSTALLER SHALL BE RESPONSIBLE FOR COORDINATING WITH THE

GENERAL/MECHANICAL CONTRACTOR TO VERIFY THAT THEY CONFORM TO THE

ELECTRICAL REQUIREMENTS OF OTHER DEVICES WHICH THEY ARE CONNECTED.

6. FINAL LOCATION OF THE HVAC EQUIPMENT, HEAT PUMPS AND INDOOR

EQUIPMENT SHALL BE COORDINATION WITH THE GENERAL/MECHANICAL

CONTRACTOR.

7. THE INSTALLER SHALL FURNISH AND INSTALL ALL REQUIRED CONDUCTORS,

ENCLOSURES, GROUNDING, ETC., IN ORDER TO MAKE A COMPLETE ELECTRICAL

SYSTEM, READY FOR OPERATION.

8. THE INSTALLER SHALL SUPPLY ALL AUXILIARY EQUIPMENT, FRAMES, SUPPORTS,

CONNECTORS, TERMINALS, ACCESS PANELS, AND OTHER DEVICES REQUIRED FOR

PROPER INSTALLATION AND OPERATION OF EQUIPMENT FURNISHED AND

INSTALLED BY HIM.

9. ALL RECEPTACLE AND LIGHTING CIRCUITS SHALL BE #12 AWG COPPER MC

CABLE OR EQUIVALENT.

10. THE HVAC HEAT PUMPS SHALL BE #8 AWG COPPER OR AS REQUIRED BY

EQUIPMENT SUPPLIED. OUTDOOR HEAT PUMPS SHALL INCLUDE A LOCKABLE

DISCONNECTING MEANS AS REQUIRED BY CODE.

11. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC

CODE, NFPA, UL, BUILDING STANDARDS, AND ALL OTHER GOVERNING AGENCIES

HAVING JURISDICTIONS.

12. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL

PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED.

NOTICE

ELECTRICAL DRAWINGS ARE ISSUED

FOR PROJECT COORDINATION AND

BUILDING PERMIT ONLY.

ELECTRICAL WORK WILL BE

COMPLETED BY ROSTRAVER TOWNSHIP

AND SHOULD NOT BE INCLUDED

IN BIDS FOR CONTRACT 2026-03.

AutoCAD SHX Text

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

AutoCAD SHX Text S:\active Clients\519 Rostraver Township\519-16 Annex Bldg Addition\Dwg\E519-16-002.dwg 6/2/2026 10:27 AM Plotted By: Elmer Danziger 6/2/2026 10:27 AM Plotted By: Elmer Danziger6/2/2026 10:27 AM Plotted By: Elmer Danziger Plotted By: Elmer DanzigerElmer Danziger

AutoCAD SHX Text

Sheets and Views

1 G519-16-001 - G1

2 C519-16-001 - C1

3 C519-16-002 - C2

4 DA519-16-001 - DA1

5 A519-16-001 - A1

6 A519-16-002 - A2

7 S519-16-001 - S1

8 S519-16-002 - S2

9 H519-16-001 - H1

10 H519-16-002 - H2

11 P519-16-001 - P1

12 DT519-16-001 - DT1

13 DT519-16-002 - DT2

14 DT519-16-003 - DT3

15 DT519-16-004 - DT4

1 E519-16-001 - E1

2 E519-16-002 - E2

G519-16-001 - G1.pdf

Sheets and Views

1 G519-16-001 - G1

File details come from the government source that posted it. Updated Jun 9, 2026.