3-Set Chester Courthouse 25.08.18 issued for rebid combine pdf.pdf

4TH STREET (39 F.T. R.O.W.)

DEPARTMENT

BUILDING

FORMER

POLICE

A

LL

EY

COMMUNITY PARK

CHESTER

COURTHOUSE

"CITY HALL

COURTYARD"

(PER JUNE

2003 DEED BY

CATANIA

ENGINEERING)

SAN

4TH STREET (39 F.T. R.O.W.)

#406-408 AVENUE OF THE STATES

DEPARTMENT

BUILDING

FORMER

POLICE

A

LL

EY

COMMUNITY PARK

C O U R

TY

A R D

CHESTER

COURTHOUSE

"CITY HALL

COURTYARD"

(PER JUNE

2003 DEED BY

CATANIA

ENGINEERING)

SAN

A-1.1

A A-1.1

SYMBOLS ABBREVIATIONS

1. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE OWNER'S.

OPERATION REQUIREMENTS AND THE PROJECT PROGRESS SCHEDULE.

2. CONTRACTORS ARE SOLELY RESPONSIBLE FOR THE HEALTH AND SAFETY OF ITS WORKERS

DURING THE EXECUTION OF THIS CONTRACT. CONTRACTOR SHALL COMPLY WITH THE MOST

CURRENT CONSTRUCTION SAFETY REGULATIONS OF OSHA AND REQUIREMENTS OF THE

GENERAL CONDITIONS TO THE CONSTRUCTION CONTRACT.

3. CONTRACTOR RESPONSIBLE FOR PROTECTING ALL ADJACENT NON-WORK AREAS FROM DAMAGE.

PROTECTION METHODS AT THE CONTRACTORS DISCRETION. ALL EXISTING CONSTRUCTION,

EQUIPMENT, FINISHES, ETC. TO REMAIN THAT ARE DAMAGED, DISTURBED OR REMOVED IN THE COURSE OF THE WORK SHALL BE REPAIRED OR RESTORED TO THEIR PRE-EXISTING CONDITION AT

NO ADDITIONAL EXPENSE TO THE OWNER. REPAIRS TO ANY DAMAGED ITEMS MUST BE MADE

IN-KIND PER THE GENERAL CONDITIONS TO THE CONSTRUCTION CONTRACT.

4. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO

COMMENCING WORK AND SHALL NOTIFY THE PROFESSIONAL OF ANY CONFLICTS AND

DISCREPANCIES IN THE PLANS AND SPECIFICATIONS RELATIVE TO SAID CONDITIONS.

5. UPON REMOVAL OF MATERIALS DURING ALL WORK, CONTRACTOR SHALL NOTIFY THE

PROFESSIONAL FOR INSPECTION OF EXPOSED CONDITIONS FOR REVIEW OF EXISTING ELEMENTS

THAT WERE CONCEALED DURING THE PROFESSIONAL'S DESIGN PHASE.

6. ALL CONSTRUCTION SHALL BE PERFORMED IN A GOOD, WORKMANLIKE MANNER FOLLOWING

ACCEPTED CONSTRUCTION PRACTICES AND TOLERANCES. DEFECTIVE OR DAMAGED MATERIALS

SHALL NOT BE USED AND SHALL BE REPLACED.

7. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS ON-SITE AND WITHIN CLOSE PROXIMITY TO

ANY WORK REQUIRING TORCHES OR SOLDERING EQUIPMENT.

8. CONTRACTOR RESPONSIBLE FOR MAINTAINING A CLEAN AND ORDERLY JOB SITE AT ALL TIMES.

9. MEANS AND METHODS FOR SCAFFOLDING AND OVERHEAD PROTECTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. STAGING AND CONSTRUCTION SEQUENCING PLAN SHALL

BE PROVIDED BY THE CONTRACTOR PRIOR TO COMMENCING WORK.

10. ANY DAMAGE CAUSED TO GROUNDS, TURF, LANDSCAPE FEATURES, AND ROADWAYS SHALL BE

REPAIRED BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER PER THE GENERAL

CONDITIONS TO THE CONSTRUCTION CONTRACT.

11. OWNER SHALL PROVIDE CONTRACTOR WITH POWER TO FACILITATE CONSTRUCTION ACTIVITIES.

OWNER MAKES NO GUARANTEES THAT POWER AND ELECTRIC SUPPLIED WILL MEET ALL

CONSTRUCTION ACTIVITY NEEDS.WATER SERVICE SHALL NOT BE TURNED ON UNTIL

MECHANICAL SYSTEM IS FULLY FUNCTIONAL (BY OTHERS).

12. CONTRACTOR SHALL PROVIDE RESTROOM FACILITIES ON-SITE FOR CONSTRUCTION PERSONNEL

INCLUDING POTABLE WATER.

13. MASONRY POINTING WORK SHALL NOT BE CONDUCTED IN TEMPERATURES LESS THAN

40-DEGREES FAHRENHEIT AND RISING OVER A 24-HOUR PERIOD.

14. THE ORGANIZATION OF THE KEYNOTES ON THE DRAWINGS SHALL NOT CONTROL THE

CONTRACTOR IN ORGANIZING THE DIVISION OF WORK AMONG THEIR SUBCONTRACTORS.

15. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF INTERIOR AND EXTERIOR OF JOB SITE SO

BUILDING CAN OPEN FOR OPERATION. CLEANING INCLUDES BROOM SWEEPING, VACUUMING

AND WIPING DOWN ALL SURFACES OF DIRT AND DUST. WINDOWS SHALL BE CLEANED.

KITCHENETTE AND RESTROOMS SHALL BE CLEANED IF WORK IS COMPLETED.

16. THE 1724 CHESTER COURTHOUSE IS ON THE NATIONAL REGISTER FOR ITS ARCHITECTURAL AND HISTORIC SIGNIFICANCE. IT IS CONSIDERED TO HAVE IRREPLACEABLE CULTURAL, MATERIAL, AND AESTHETIC VALUE. THE WORK IS FUNDED BY THE HISTORIC PRESERVATION FUND, ADMINISTERED BY THE NATIONAL PARK SERVICE, DEPARTMENT OF THE INTERIOR. THE FUNDING OF WHICH IS SUBJECT TO HAVING ALL WORK ITEMS MEET THE SECRETARY OF THE INTERIOR'S

STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

SITE PLAN NOTES:

1. SITE PLAN TAKEN FROM DEED DESCRIPTIONS ONLY. NO ATTEMPT HAS BEEN MADE TO VERIFY CLOSURE. NO PHYSICAL SURVEY WAS PERFORMED. LOCATION OF #406-408 AVENUE OF THE STATES BUILDING TO THE SOUTH IS FOR REFERENCE ONLY AND IS APPROXIMATE BASED UPON PREVIOUS

RECORDS.

1.1. TAX MAP: 49-16-158:000

FOLIO NUMBER: 49-03-00680-00

DEED JANUARY 20,1977

DEED BOOK 2597

D DOWNSPOUT

EX'G EXISTING

ga. GAUGE

HDG HOT-DIPPED GALVANIZED

HHB HEX HEAD BOLT

L/C LIMIT-OF-CONTRACT

LF LINEAR FOOT

L.P LOW POINT

MPH MILES PER HOUR

NEC. NECESSARY

NHL NATURALLY HYDRAULIC LIME

NIC NOT INCLUDED IN CONTRACT

NTS NOT TO SCALE

PSF POUNDS PER SQUARE FOOT

PT PRESSURE TREATED

REQ REQUIRED

S STACK

SF SQUARE FOOT

SST STAINLESS STEEL

TYP TYPICAL

VIF VERIFY IN FIELD

GENERAL NOTES

412 AVENUE OF THE STATES

CHESTER, PA 19013

1724 CHESTER COURTHOUSE

A4

1 PHOTO

DETAIL ID

DOOR ID

WINDOW ID

REVISION ID

SECTION

ELEVATION

KEYNOTE

COL/BEAM GRID\

JOIST/RAFTER DIRECTION

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

AGS J&M

LIST OF DRAWINGS:

CS COVER PAGE

G1.0 GENERAL: KEY PLAN, PHOTOS, AND CODE REVIEW

A1.1 FIRST FLOOR PLAN

A1.2 SECOND FLOOR PLAN

A1.3 ATTIC FLOOR AND ROOF PLAN

A1.4 ROOF FRAMING DIAGRAM AND CUPOLA DETAILS

A2.1 ELEVATIONS: NORTH AND EAST

A2.2 ELEVATIONS: SOUTH AND WEST

A3.1 KITCHENETTE DETAILS

A4.1 WINDOW DETAILS

A5.1 TYPICAL WALL DETAILS

A6.1 SCHEDULES

P000 PLUMBING COVER SHEET

P211 FLOOR PLAN - LEVEL 01 - PLUMBING

P213 FLOOR PLAN - LEVEL 03 - PLUMBING

P600 PLUMBING SCHEDULES

M000 HVAC COVER SHEET

M212 FLOOR PLAN-LEVEL 02- HVAC

M213 FLOOR PLAN-ATTIC-HVAC

M600 MECHANICAL SCHEDULES

E000 ELECTRICAL COVER SHEET

E101 ELECTRICAL DEMOLITION PLAN- LEVEL 01

E102 ELECTRICAL DEMOLITION PLAN- LEVEL 02

E103 ELECTRICAL DEMOLITION PLAN- ATTIC

E201 ELECTRICAL FLOOR PLAN - LEVEL 01- LIGHTING

E202 ELECTRICAL FLOOR PLAN - LEVEL 02- LIGHTING

E211 ELECTRICAL FLOOR PLAN - LEVEL 01 - POWER AND SYSTEMS

E212 ELECTRICAL FLOOR PLAN - LEVEL 02 - POWER AND SYSTEMS

E213 ELECTRICAL FLOOR PLAN - ATTIC - POWER AND SYSTEMS

E600 ELECTRICAL SCHEDULES

COVER PAGE

SCOPE OF WORK:

EXTERIOR BUILDING ENVELOPE REPAIRS:

1. LOCALIZED STONE WALL REPAIRS INVOLVING, STONE PATCHING AND

REPOINTING WITH MORTAR SPECIFIED BY MORTAR ANALYSIS.

2. MINOR REPAIRS TO THE EXTERIOR WOOD TRIM, FASCIAS, SOFFITS, EAVES,

AND THE CUPOLA.

3. REPAIRS TO THE SECOND FLOOR WINDOWS PER THE PROPOSED

SCHEDULE ON PAGE A6.1. EXTERIOR PAINTING ONLY. PAINT PROVIDED BY

OWNER.

INTERIOR BUILDING REPAIRS:

1. REPAIRS AND INTERIOR PAINTING IN SELECT LOCATIONS. PAINT TO BE

PROVIDED BY OWNER.

2. SAND AND PAINT, COLUMNS AND DROP BEAM ON FIRST FLOOR.

3. EPOXY REPAIRS TO STRINGERS.

4. PLASTER REPAIRS IN SELECT LOCATIONS. REPAIRS SHALL BE PAINTED.

PLUMBING SYSTEMS:

1. REPAIR TO EX'G SANITARY PIPING ON SECOND FLOOR.

ELECTRICAL SYSTEMS:

1. UPGRADE FIRE ALARM DETECTION SYSTEM.

2. REPLACE SECOND FLOOR LIGHT FIXTURES INCLUDING ALL EMERGENCY

LIGHTS AND EXIT SIGNS. FIXTURES PROVIDED BY OWNER.

3. REPLACE EXTERIOR LIGHTS BELOW PENT EAVE. FIXTURES PROVIDED BY

OWNER.

LIGHTNING PROTECTION SYSTEM:

1. INSTALL LIGHTNING PROTECTION SYSTEM PER SPECIFICATIONS.

CS

BID ALTERNATES:

BID ALT 1: REMOVE THE NON- HISTORIC SECOND FLOOR PARTITION

WALLS. REPAIR PLASTER AND PAINT WHERE PARTITION

WALLS INTERSECT FULL- HEIGHT WALLS.

BID ALT 2: REMOVE AND REPLACE EXTERIOR STORM WINDOWS FOR

THE SECOND FLOOR.

BID ALT 3A: ROUGH IN FOR KITCHENETTE @ SECOND FLOOR. INSTALL

SANITARY DRAINAGE AND VENTING FOR KITCHENETTE

FIXTURES.

BID ALT 3B: INSTALL KITCHENETTE CABINETRY AND APPLIANCES.

BID ALT 4A: PREP & PAINT PLASTER WALLS, AND CEILING (ALL ABOVE

WAINSCOT). PAINT PROVIDED BY OWNER.

BID ALT 4B: PREP & PAINT WAINSCOT AND ALL TRIM, BENCHES,

STAIRS ETC., (BEYOND BASE SCOPE OF WORK). PAINT PROVIDED BY

OWNER.

BID ALT 5: PREP AND PAINT WALLS, CEILING, AND TRIM OF 2ND

FLOOR (BEYOND BASE SCOPE OF WORK) PAINT PROVIDED BY OWNER.

CS

SITE PLAN

PROJECT NORTH

UNIT PRICES:

UNIT PRICE 1: REPOINTING PSF

UNIT PRICE 2: DOMESTIC WATER REPLACEMENT PIPING PLF &

SANITARY REPLACEMENT PIPING PLF.

LOCAL JURISDICTION: CITY OF CHESTER

ZONING: CBD- CENTRAL BUSINESS DISTRICT

DATE OF CONSTRUCTION: 1724

LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES.

ALL WORK SHALL CONFORM TO THE SECRETARY OF THE

INTERIOR STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES.

OWNER: PENNSYLVANIA HISTORICAL AND MUSEUM COMMISSION.

USING AGENCY: COUNTY OF DELAWARE

SITE COORDINATES: 39.847612, -75.359709

CONSTRUCTION CODES: PA UCC, IBC 2018, IPC 2018, IEBC 2018, ASCE 7-16

DESIGN ITEM CRITERIA CODE REFERENCE

USE GROUPS:

FIRST FLOOR A-3 (MUSEUM) IBC 303

SECOND FLOOR B- BUSINESS IBC 304

NUMBER OF EX'G STORIES 2 (PLUS CUPOLA AND ATTIC)

CONSTRUCTION TYPE IIIB IBC 602.3

FIRE RESISTANCE REQ.

- EXTERIOR WALLS 2 HOUR IBC 601

- ROOF 0 HOUR IBC 601

EXISTING FIRE PROTECTION SYSTEMS IBC 903

- FIRE DETECTION INSTALLED IN ALL LEVELS 903.2.1.3

- INSTALL ONE FIRE EXTINGUISHER PER LEVEL

ROOF ASSEMBLY CLASS C (MIN) IBC 1505.1

BASIC WIND SPEED 112 MPH ASCE-7

(RISK CATEGORY II)

GROUND SNOW LOAD 25 PSF ASCE-7, FIG 7-1

GROSS SF OF BLDG: 2,520 SF

SF PER FLOOR:

FIRST FLOOR: 1,260 SF

SECOND FLOOR: 1,260 SF

DESIGN CRITERIA

CHESTER

COURTHOUSE

CS

LOCATION MAP

N

ALLOWANCES

1. PROVIDE ALLOWANCE TO REPLACE 15 LF OF SANITARY

PIPING AND 15 LF OF DOMESTIC WATER PIPING.

NOT FOR

CONSTRUCTION

ACCESS NOTES:

1. OWNER WILL PROVIDE A HIGH-REACH FOR CONTRACTOR/

SUBCONTRACTOR'S USE FOR A 3 MONTH PERIOD. CERTIFIED OPERATORS

ARE REQUIRED.

2. GC SHALL COORDINATE SCHEDULES.

AutoCAD SHX Text S

AutoCAD SHX Text S

RI

D

G E

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

KEY PLAN, PHOTO

AND CODE REVIEW

G1.0AGS J&M

G1.0

KEY PLAN

G1.0

G1.0

PHOTO: SOUTH ELEVATION

G1.0

PHOTO:WEST ELEVATION

G1.0

G1.0

G1.0

PHOTO: NORTH ELEVATIONPHOTO: EAST ELEVATION

G1.0

G1.0

N

G1.0

FIRST FLOOR EGRESS DIAGRAM

KEY:

EXISTING ACCESS PATH

PATH FROM MOST REMOTE POINT

A-A

B- B

D-D E-E

C -C

E-E

E-E

D -D

G1.0

SECOND FLOOR EGRESS DIAGRAM

PROJECT NORTH

KEY:

EXISTING ACCESS PATH

PATH FROM MOST REMOTE POINT

OLD

COURT ROOM

FF TO CEILING AT 14' -4

9/16" A.F.F.

(MAX. HEIGHT)

EX'G PLATFORM TO

CEILING: 13'-7 9/16"

EX'G PLATFORM TO

CEILING: 12'-0 3/16"

EX'G

PLATFORM

TO CEILING:

10'-0"

4' -2

/2

35'-0 1/2"

35'-0 1/2"

'-2

/2

8' -1

/1

6" 8'

-3

/4

9'-11 9/16"

'-0

/4

'-1

30'-11 13/16" INTERIOR DIM

'-1

/4

" I N

TE

RI

O R

D

IM

'-2

/1

6"

STO

N

E M A

RK

ER

FLA

G

STO

N

E

STONE

'-6

/2

4'

-9

3'-11"

STAIRWELL/

VESTIBULE

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

FIRST FLOOR PLAN

A1.1AGS J&M

1.1

1.2 1.3

1.4

1.5

1.6

1.7

1.8

1.9

A1.1

FIRST FLOOR PLAN

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

STAIR LANDING

WALL UNDER STAIRS

UNDERSIDE OF STAIRS

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH IBC AND IEBC 2018, CITY CODES, AND ACCEPTABLE

CONSTRUCTION PRACTICES.

2. THE BUILDING SHALL NOT BE LEFT OPEN TO WEATHER, ANIMALS OR INTRUDERS AND CARE SHALL BE TAKEN DURING CONSTRUCTION. THE OWNER AND CONTRACTOR SHALL COMMUNICATE ON ACCEPTABLE METHODS.

3. ALL INSPECTIONS SHALL OCCUR PER CODE AND CITY REQUIREMENTS.

4. CONTRACTOR AND/OR WASTE HAULER SHALL FOLLOW ALL LOCAL CODE REQUIREMENTS RELATIVE TO

RESPONSIBLE WASTE REMOVAL AND DISPOSAL.

DEMOLITION NOTES

N

PROJECT NORTH

BID ALT 1A: DEMOLISH NON-LOAD

BEARING PARTITIONS. REPAIR

PLASTER AND PAINT WALLS

WHERE PARTITIONS INTERSECTED

THE PERIMETER WALLS. FILL-IN

ANY HOLES IN STONE FLOOR

WITH REPAIR MORTAR. CONSULT

WITH A/E PRIOR TO ANY STONE

PATCHING.

GENERAL NOTES

1. CONTRACTOR SHALL REPAIR PLASTER WALLS AND CEILINGS. SEE SCHEDULE.

2. CONTRACTOR SHALL PREP AND PAINT ALL PLASTER REPAIRS. PAINT PROVIDED BY OWNER.

3. CONTRACTOR SHALL PAINT COLUMNS AND DROP BEAM. SPOT PRIME AS REQ TO CONCEAL TANNIN BLEED. NO OTHER PAINTING WORK INCLUDED

IN BASE SCOPE OF WORK. PAINT PROVIDED BY OWNER.

4. ANY FURNISHING REMAINING IN THE BUILDING DURING CONSTRUCTION SHALL BE TIGHTLY TARPED/ WRAPPED AND PROTECTED FROM DAMAGE.

A5.1

EXISTING 7/8" THICK WOOD WAINSCOT

MOUNTED TO WOOD BLOCKING

EMBEDDED INTO STONE. NO METAL LATH

ASSEMBLY BEHIND WAINSCOT.

EXISTING METAL LATH AND PLASTER

AROUND DOORWAY OVER ORIGINAL

PLASTER SYSTEM.

A5.1

EX'G THERMOSTAT

BID ALT 4A: PREP & PAINT PLASTER WALLS, AND CEILING (ALL ABOVE WAINSCOT). PAINT PROVIDED BY OWNER.

BID ALT 4B: PREP & PAINT WAINSCOT AND ALL TRIM, BENCHES, STAIRS ETC, (BEYOND BASE SCOPE OF WORK). PAINT

PROVIDED BY OWNER.

BASE SCOPE

WORK BY OTHERS

KEY:

8' -1

/1

6"

EX'G FF TO CEILING:

8'-4 5

16"

35'-0 1/2"

35'-0 1/2"

'-2

/2

8' -3

/4

9'-11 9/16"

'-0

/4

'-1

'-0

/1

6"

'-9

/8

OFFICE

HALL

2ND FLOOR LOBBY

15'-11 1/16"

'-5

1/

'-2

/8

3'

-7

/1 6"

3' -0

/8

5'-3 1/2"

2' -3

/4

15'-9 5/8"

'-1

3/

3'-8 11/16"

6'-5"

15'-8 7/8"

4'-10 15/16"

2' -0

/4

7'-8 7/16"

16'-1"

5'-1 11/16"4'-9 3/4"

7'-8 7/16" 7'-7 3/16"

24'-7 1/4"

MEETING

ROOM

CHIMNEY/

FIREPLACE

7' -1

0"

6" 3'-5"

1'-3"

3' -1

1"

8' -2

/8

'-2

/8

24"

REF

2'-0"2'-6" 1'-0"

C A

B 2' -0

2"

'-1

/1 6"

5'-8"

15'-8 7/8"

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

SECOND FLOOR PLAN

A1.2AGS J&M

A1.2

SECOND FLOOR PLAN

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

2.1 2.2

2.3

2.4

2.5

2.62.7

2.8

2.9

2.10

2.11

1 3

55 5 6 6

7B

A3.1

BID ALT 3B: INSTALL

CABINETRY, COUNTER

TOP AND APPLIANCES

PER SCHEDULE.

N

PROJECT NORTH

BID ALT 1B: DEMOLISH

NON-LOAD BEARING

PARTIAL HEIGHT

PARTITIONS.

EX'G FIXTURES TO

REMAIN.

GENERAL NOTES

1. EX'G CARPET TILES AND LIGHTLY SAND FLOORS TO REMOVE RESIDUE BY OWNER.

2. CONTRACTOR SHALL REPAIR PLASTER WALLS AND CEILINGS. CONTRACTOR SHALL PAINT ALL PLASTER REPAIRS. NO OTHER

PAINTING REQUIRED IN BASE OF SCOPE OF WORK. PAINT PROVIDED BY OWNER.

3. SEE WINDOW AND DOOR SCHEDULE FOR REPAIRS ON SHEET A6.1.

A3.1

A5.1

A5.1

7A

7C

BY OWNER: DEMOLISH

WALL HUNG SHELVES

AND REPAIR PLASTER

WALLS AS SPECIFIED.

ELIMINATE THE

EXPOSED WIRING AS

FEASIBLE.

BY OWNER: PATCH

DAMAGED WALL

BEHIND AND ADJ. TO

TOILET FIXTURE PRIOR

TO PAINTING. SAND

AND PRIME BEFORE

PAINTING.

BID ALT 3B: REMOVE THE

EXISTING RACEWAY WHERE

THE CABINETRY SHALL BE

INSTALLED

BID ALT 1: REMOVE THE NON- HISTORIC SECOND FLOOR PARTITION WALLS. REPAIR PLASTER AND PAINT WHERE PARTITION WALLS INTERSECT

FULL-HEIGHT WALLS.

BID ALT 2: REMOVE AND REPLACE EXTERIOR STORM WINDOWS FOR THE SECOND FLOOR.

BID ALT 3A: ROUGH IN FOR KITCHENETTE @ SECOND FLOOR. INSTALL SANITARY DRAINAGE AND VENTING FOR KITCHENETTE FIXTURES.

BID ALT 3B: INSTALL KITCHENETTE CABINETRY AND APPLIANCES.

BID ALT 5: PREP AND PAINT WALLS, CEILING, AND TRIM OF 2ND FLOOR. PAINT PROVIDED BY OWNER.

HVAC VENTS TO BE

REPLACED BY OWNER,

TYP.

BASE SCOPE

WORK BY OTHERS

KEY:

ATTIC

ROOM

BOILER

ROOM

8' -8

/4

9'-4"

32'-6 1/4"

'-4

/8

13'-0"

2'-4 3/4"

13'-3 1/2"

5' -6

9'-0"

RIDGE HEIGHT: 13'-8"

BAY WINDOW BELOW

CH

6'-10"

EX'G FJ: 3"x9" @ 20"-22" O.C WITH

BATT INSULATION

EX'G RR: 2-3/4" X 7-1/8" SPACED @

26" TO 28" O.C

STEP U

P: 5"

SLOPE DN SLOPE DN

EXISTING CHIMNEY

EXISTING DOWNSPOUT

EXISTING DOWNSPOUTEXISTING CHIMNEY

EXISTING DOWNSPOUT

EXISTING DOWNSPOUT

LINE OF WALL

FACE BELOW

EXISTING

VENT STACK

SLOPE DN SLOPE DN

RI

D

G E

RI

D

G E

RID

GE

RIDGE

RIDGE

RID

GE

EXISTING CUPOLA WITH

BRASS BELL (NOTE THAT

THIS IS ACTIVE) VALLEY

SLOPE DN

SLOPE DN

SLOPE DN

VALLEYSEE CUPOLA WINDOW

DETAIL 2/A1.4.

NOTE: ROOF FRAMING IS

DIAGRAMMATIC AND IS FOR

REFERENCE ONLY.

REMOVE ABANDONED FLUE VENT AND CAP

MASONRY CHIMNEY TO MATCH EX'G.

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

J&MAGS

ATTIC FLOOR AND

ROOF PLAN

A1.3

A1.3

ATTIC FLOOR PLAN

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

3.1

N

PROJECT NORTH

GENERAL NOTES

1. SEE WINDOW AND DOOR SCHEDULE FOR REPAIRS ON SHEET A6.1.

2. ALL LEADERS AND GUTTERS TO BE CLEANED OF DEBRIS. SCOPE LINES TO ENSURE PROPER DRAINAGE. INSPECT LEADERS AND GUTTERS FOR ANY

OPEN SEAMS OR HOLES AND REPAIR AS REQ.

3. SHINGLE ROOFING WORK BY OTHERS.

A5.1

A4.1

A1.3

ROOF PLAN

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

N

PROJECT NORTH

A4.1

A5.1

A1.4

AutoCAD SHX Text

RIDGE

AutoCAD SHX Text

RIDGE

2X8 COLLAR TIES AT

CENTERLINE

2-1/2" x 6" COLLAR

TIES AT CENTERLINE

3-1/2" x 3-1/2" POST, TYPICAL.

SEE CUPOLA WINDOW

DETAIL 2/A1.4.

NOT SURVEYED.

NOTE: ROOF FRAMING IS

DIAGRAMMATIC AND IS FOR

REFERENCE ONLY.

CUPOLA FLOOR

INTERIOR CUPOLA

7' -0

EX'G INTERIOR WALLS ARE

SHEATHED WITH 5/4" THICK X

5-1/4" ON THE DIAGONAL

BOARDS. FLOOR FRAMING 3-3/4"

TALL X 2" WIDE.

2'-0 1/2"

4' -7

/8

SEE WINDOW SCHEDULE

FOR REPAIRS ON A6.1.

FIXED WOOD LOUVERS. SEE SCHEDULE

FOR REPAIRS.

REMOVE EX'G GLASS AND INSTALL BIRD

SCREEN BETWEEN LOUVER AND

CASEMENT

EX'G WOOD CASEMENT. SEE SCHEDULE

FOR REPAIRS.

EX'G 5/4" INTERIOR WOOD WALL

PANELING

EX'G FRAME WALL

EX'G EXTERIOR WOOD KEYSTONE TRIM

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

J&MAGS

ROOF DIAGRAM AND

CUPOLA DETAILS

A1.4

A1.4

ROOF FRAMING DIAGRAM

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

N

PROJECT NORTH

4.1

4.2

4.3

4.4

A5.1

A1.4

CUPOLA WINDOW INTERIOR ELEVATION

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

A1.4

CUPOLA WINDOW SECTION DETAIL

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

A1.4

40'-2 1/2"

40'-8 1/2"

'-4

/8

8'

-4

/1 6"

FIRST FLOOR

FIRST FLOOR CEILING

SECOND FLOOR

SECOND FLOOR CEILING

ATTIC FLOOR

UNDERSIDE OF RIDGE

'-8

INTERIOR CUPOLA

7' -0

FI

RS

T

FL

O O

R W

IN

D

O W

S, D

O O

RS

A N

D O

V

ER

H A

N G

N O

T

IN

S C

O

PE

PA

IN

T

LO

SS

REMOVE ABANDONED

FLUE VENT AND CAP

MASONRY CHIMNEY TO

MATCH EX'G.

EX'G CEDAR SHINGLES, TYP.

EX'G COPPER FLASHING AND

GUTTERS, TYP.

EX'G WOOD TRIMWORK,

SILL, AND WINDOWS TYP.

EX'G ASHLAR STONE

MASONRY, TYP.

EX'G ASHLAR STONE

MASONRY, TYP.

EX'G HORIZONTAL

WOOD SIDING, TYP.

35'-0 1/2"

35'-6 3/8" 8'-6 7/8"

8'-6 3/4"

'-4

/8

8'

-4

/1 6"

FIRST FLOOR

FIRST FLOOR CEILING

SECOND FLOOR

SECOND FLOOR CEILING

ATTIC FLOOR

UNDERSIDE OF RIDGE

FI

RS

T

FL

O O

R W

IN

D

O W

S, D

O O

RS

, A

N D

O V

ER

H

A N

G N

O T

IN

S

C O

PE

'-8

INTERIOR CUPOLA

7' -0

PA

IN

T

LO

SS

SPALL (STONE): REMOVE LOOSE MATERIAL AND PATCH WITH JAHN REPAIR MORTARS.

VEGETATION GROWTH: REMOVED BY OWNER.

OPEN JOINT: ALL OPEN AND DETERIORATED JOINTS SHALL BE RAKED OUT AND REPOINTED

WOOD ROT: CONTRACTOR SHALL REMOVE ROTTED WOOD AND INSTALL DUTCHMAN OR EPOXY REPAIR. VIF IN A/E.

CRACKING: CONTRACTOR SHALL CLEAN DEBRIS FROM MASONRY CRACK AND FILL WITH MORTAR. RAKE MORTAR

FLUSH WITH ADJ. SURFACE

PAINT FAILURE: CONTRACTOR SHALL ASSUME MINOR EPOXY REPAIR REQUIRED PRIOR TO PRIMING AND PAINTING

REPAIR LEGEND:

REMOVE EX'G MORTAR & REPOINT.

REPOINTING NOT IN BASE SCOPE. OWNER MAY ELECT ADD'L POINTING USING UNIT COST.

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

J&MAGS

ELEVATIONS:

NORTH & EAST

A2.1

A2.1

EAST ELEVATION

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

2.1 2.2

2.3 2.4 2.52.3

OWNER SHALL REMOVE/

CUT BACK SHRUBS

AWAY FROM BUILDING

GENERAL NOTES

1. SEE WINDOW AND DOOR SCHEDULE FOR REPAIRS ON SHEET A6.1.

2. FIRST FLOOR EXTERIOR PAINT BY OTHERS.

3. ROOFING WORK BY OTHERS.

4. SEE ROOF PLAN FOR DRAINAGE REPAIRS.

5. INSTALL URETHANE BASED JOINT SEALANT TO MATCH MORTAR COLOR AROUND ALL WINDOWS AND DOORS. TOOL CONCAVE TO RECESS JOINT, TYP.

WOOD REPAIR AND

PAINTING REQUIRED

FOR EAVES AND SOFFITS,

TYP.

WOOD REPAIR AND

PAINTING REQUIRED ON

GABLE TRIM, TYP.

ALL WINDOWS SILL AND

SHUTTERS ABOVE THE

FIRST FLOOR SHALL BE

REPAINTED.

MINOR WOOD REPAIR, LOUVER

RESTORATION AND PAINTING REQ.

ON CUPOLA, TYP.

A2.1

NORTH ELEVATION

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

LIGHTNING PROTECTION

CONDUCTOR

OPEN MASONRY JOINTS

40'-6"

41'-0"

8'-6 3/4" 35'-6 1/2" 8'-6 3/4" 35'-0 1/2"

FIRST FLOORFIRST FLOOR

'-4

/8

8'

-4

/1 6"

FIRST FLOOR CEILING

SECOND FLOOR

SECOND FLOOR CEILING

ATTIC FLOOR

UNDERSIDE OF RIDGE

FIRST FLOOR CEILING

SECOND FLOOR

SECOND FLOOR CEILING

ATTIC FLOOR

UNDERSIDE OF RIDGE

'-4

/8

8'

-4

/1 6"

'-8

INTERIOR CUPOLA

7' -0

INTERIOR CUPOLA

7' -0

'-8

FI

RS

T

FL

O O

R W

IN

D

O W

S, D

O O

RS

A N

D O

V

ER

H A

N G

N O

T

IN

S C

O

PE

FI

RS

T

FL

O O

R W

IN

D

O W

S, D

O O

RS

A N

D O

V

ER

H A

N G

N O

T

IN

S C

O

PE

PA

IN

T

LO

SS

PA

IN

T

LO

SS

REMOVE ABANDONED FLUE

VENT AND CAP MASONRY

CHIMNEY TO MATCH EX'G.

EX'G CEDAR SHINGLES, TYP.

EX'G COPPER FLASHING AND

GUTTERS, TYP.

EX'G ASHLAR STONE

MASONRY, TYP.

EX'G ASHLAR STONE

MASONRY, TYP.

EX'G HORIZONTAL

WOOD SIDING, TYP.

SPALL (STONE): REMOVE LOOSE MATERIAL AND PATCH WITH JAHN REPAIR MORTARS.

VEGETATION GROWTH: REMOVED BY OWNER.

OPEN JOINT: ALL OPEN AND DETERIORATED JOINTS SHALL BE RAKED OUT AND REPOINTED

WOOD ROT: CONTRACTOR SHALL REMOVE ROTTED WOOD AND INSTALL DUTCHMAN OR EPOXY REPAIR. VIF IN A/E.

CRACKING: CONTRACTOR SHALL CLEAN DEBRIS FROM MASONRY CRACK AND FILL WITH MORTAR. RAKE MORTAR

FLUSH WITH ADJ. SURFACE

PAINT FAILURE: CONTRACTOR SHALL ASSUME MINOR EPOXY REPAIR REQUIRED PRIOR TO PRIMING AND PAINTING

REPAIR LEGEND:

REMOVE EX'G MORTAR & REPOINT.

REPOINTING NOT IN BASE SCOPE. OWNER MAY ELECT ADD'L POINTING USING UNIT COST.

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

J&MAGS

ELEVATIONS:

SOUTH AND WEST

A2.2

A2.2

SOUTH ELEVATION

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

A2.2

WEST ELEVATION

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

2.8 2.9 2.10 2.112.5 2.6 2.7

3.1

BY OWNER: REMOVE

ALL IVY FROM

BUILDING.

GENERAL NOTES

1. SEE WINDOW AND DOOR SCHEDULE FOR REPAIRS ON SHEET A6.1.

2. FIRST FLOOR EXTERIOR PAINT BY OTHERS.

3. ROOFING WORK BY OTHERS.

4. SEE ROOF PLAN FOR DRAINAGE REPAIRS.

5. INSTALL URETHANE BASED JOINT SEALANT TO MATCH MORTAR COLOR AROUND ALL WINDOWS AND DOORS. TOOL CONCAVE TO RECESS JOINT, TYP.

WOOD REPAIR AND

PAINTING REQUIRED

FOR EAVES AND SOFFITS,

TYP.

WOOD REPAIR AND

PAINTING REQUIRED ON

GABLE TRIM, TYP.

ALL WINDOWS SILL AND

SHUTTERS ABOVE THE FIRST

FLOOR SHALL BE REPAINTED.

MINOR WOOD REPAIR, LOUVER

RESTORATION AND PAINTING REQ.

ON CUPOLA, TYP.

REMOVE EX'G

LOUVER AND REPAIR

EXISTING WINDOW.

A4.1

EX'G SHUTTERS ARE MISSING

FROM WINDOW. REFERENCE

WINDOW SCHEDULE FOR

REPAIR DETAILS.

LIGHTNING PROTECTION

CONDUCTOR

OPEN MASONRY JOINTS

15'-8 7/8"

8' -4

/1

6"

24" REF

2'-6"2'-6" 1'-0"2"

FILLER

PANEL 2'-0" 2'-11"

MAINTAIN

EXISTING CHAIR

RAIL

COUNTERTOP TO BE

TEMPLATED TO

ACCOMMODATE

THE EXISTING

CHAIR RAIL- ADD

CAULKING

EX'G CHAIR RAIL

EX'G BASEBOARDFILLER/CAP PIECE

TO BE SCRIPTED

AROUND CHAIR

RAIL.

GFCI OUTLET

4' -6

SHELVING WITH

CONCEALED BRACKETS

3' -6

2'-6"2'-6"

CABINETS

SHALL HAVE

FINISHED

PANELS, TYP.

EX'G CHAIR

RAIL

EX'G BASEBOARD

CHAIR RAIL

BEYOND

1 7/8" CABINETRY

OFFSET FROM

CHAIR RAIL

2'-0"

FILLER/CAP PIECE TO

BE SCRIPTED

AROUND CHAIR RAIL

AND BASEBOARD TO

COVER GAP

BETWEEN BACK OF

CABINET AND WALL.

1' -6

3'-8 11/16" 4'-10 15/16"

24"

REF

2'-0"2'-6" 1'-0"

CAB

2' -0

2" 5'-8"

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

J&MAGS

BID ALT 3A: KITCHENETTE

DETAILS

A3.1

A3.1

BID ALT: KITCHENETTE INTERIOR ELEVATION

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

A3.1

BID ALT: KITCHENETTE SIDE ELEVATION

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

A3.1

BID ALT: KITCHENETTE FLOOR PLAN

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

A3.1

A3.1

DEEP GUIDE CHANNEL STOP

REPLACEMENT STORMS TO

HAVE MEETING RAILS ALIGN

WITH WOOD SASHES BEYOND

PER ALLIED HOL-OP SERIES

H-10: HOL FRAMING (T-9)

H STYLE SILL EXPANDER.

PER ALLIED HOL-OP SERIES H-10:

HOL FRAMING (D-42)

RETAINING CLIP

PER ALLIED HOL-OP SERIES

H-10: HOL FRAMING (S-101)

PER ALLIED HOL-OP SERIES

H-10: HOL FRAMING (D-42)

PER ALLIED HOL-OP SERIES

H-10: HOL FRAMING (D-50)

PER ALLIED HOL-OP SERIES

H-10: HOL FRAMING (CS-3)

1/ 4"

1/

8"

1/ 2"

1/

1/

2"

3"

1/

2"

7/

8"

3/4"

7/

8"

2"

INSIDE OUTSIDE

1/2 SCREEN

UPPER SASH LOWER SASH

SPRING LOADED LATCH

BAR ASSEMBLY

PER ALLIED HOL SERIES H-10: HOL

FRAMING (D-45)

FOAM TAPE AND ANCHORS AS

REQUIRED

NOTCH AROUND

SHUTTER PINTELS TO

ALLOW STORM

WINDOW FLANGE TP

ALIGN WITH

BRICKMOULD.

2"

2 7/8" 2 3/4"

3"

3/ 4"

2 3/8"2 3/8"

2"

2 7/8"2 3/4"

OUTSIDE

INSIDE

2 3/4" 2 7/8" 2"

1/

8" 1/

4"

1/

2"

2 3/8"

1/

1/

2"

STORM WINDOW OUTLINE

EX'G FLOOR JOISTS: 3"X9"

EX'G ROOF RAFTERS: 2

-3/4" x 7 1/8"

18'-3 1/2"

EX'G ROOF RAFTERS: 2-3/4" x 7 1/8"

7' -1

0"9' -6

3/

1/

4"

4' -0

2'-6"

5"

1' -1

/1

6"

REMOVE EX'G LOUVER AND

REPAIR EXISTING WINDOW

SASHES.

'-1

7/

8"

EX'G COLLAR TIE: 2-1/2"X6"

EX'G COLLAR TIE: 2X8

EX'G STUD WALL WITH

GYP.

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

J&MAGS

WINDOW DETAILS

A4.12 A4.1

REPLACEMENT STORM WINDOW SECTION DETAIL W/ EX'G WINDOW

SCALE: 6"=1'-0"

A4.1 SCALE: 6"=1'-0"

A4.1

BID ALT: EX'G WINDOW WITH REPLACEMENT STORM WINDOW APPLIED

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

REPLACEMENT STORM WINDOW SECTION DETAIL W/ EX'G WINDOW

A4.1

A4.1

A4.1

INTERIOR ELEVATION: BOILER ROOM WINDOW WITH LOUVER

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

GENERAL NOTES

1. SEE WINDOW SCHEDULE FOR TYP. REPAIR NOTES.

2. EX'G STORM WINDOW FLANGE IS 3/4" AND IS FASTENED TO THE WOOD FRAME WITH WOOD SCREWS. EX'G STORM WINDOW BRAND BASED ON

PREVIOUS DOCUMENTATION IS BELIEVED TO BE HARVEY TRU CHANNEL STORM WINDOW.

3. EX'G STORM WINDOW CAN BE REMOVED FROM THE INTERIOR, HOWEVER THE INTERIOR SASHES MAY INTERFERE AND MAY BECOME DAMAGED.

CONTRACTOR SHALL REVIEW MEANS AND METHODS WITH A/E PRIOR TO COMMENCING WORK.

4' -6

PLASTER FINISH

2X DOUBLE TOP PLATE

2X SOLE PLATE

EXISTING ATTIC FLOOR CAVITY

EXISTING FLOOR CAVITY (UNVERIFIED

FLOOR FRAMING)

EX'G 2X STUD SPACED @ 16" O.C

BASEBOARD

PLASTER CEILING- EXISTING

COMPOSITION OF PLASTER IS

UNKNOWN. VIF

EX'G WOOD FLOOR

BOARDS

EX'G BATT INSULATION

EX'G PLASTER

EX'G SLAB/ STONE PAVERS

EX'G FLOOR JOISTS: ASSUMED 3"X9"

EX'G STONE WALL

EX'G WALL WITH 1/8" FINISHED PLASTER

COAT WITH BROWN COAT ON METAL

LATH (1" THICKNESS) OVER ORIGINAL 3

COAT PLASTER BEYOND.

'-4

/8

8'

-4

/1 6"

EX'G FLOOR JOISTS: 3"X9"

EX'G ROOF RAFTERS: 2

-3/4" x 7 1/8"

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

J&MAGS

TYPICAL DETAILS

A5.1

A5.1

FOR REFERENCE: EX'G PARTITION WALL SECTION

@ 2ND FLOOR

SCALE: 1" = 1'-0"

A5.1

FOR REFERENCE: EXTERIOR WALL SECTION

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

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

0.1 08.30.24SCHEMATIC SUBMISSION

0.2 10.23.24DD SUBMISSION

0.3 11.18.2475% SUBMISSION

0.4 12.19.2490% SUBMISSION

0.5 01.24.25100% SUBMISSION

1 03.17.25BID ADDENDUM

08/21/25

2 08.21.25ISSUED FOR REBID

J&MAGS

SCHEDULES

A6.1

PLUMBING SYMBOL LIST

SYMBOL: DESCRIPTION:

PIPE SERVING FIXTURE ON FLOOR ABOVE

(EXAMPLE: FD = FLOOR DRAIN)FD

PITCH PIPE IN DIRECTION

RD-1

6"(1000)

ROOF DRAIN PROPERTIES SYMBOL

SIZE (ROOF SQ. FT.)

DIELECTRIC CONNECTION

UNION/FLANGE

BALANCING VALVE (NUMBER INDICATES GPM)

GPM

CHECK VALVE

REDUCER - REFERENCE SPECIFICATION

FOR CONCENTRIC/ECCENTRIC AND FOT/FOB

METERM

ALIGNMENT GUIDE

PIPE ANCHOR

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

DIRECTION OF FLOW IN PIPE

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

COLD WATER - POTABLECW

HOT WATER - POTABLEHW

HOT WATER CIRCULATING - POTABLEHWC

HOT WATER - POTABLE NUMBER INDICATES TEMPHW140

HOT WATER CIRC. - POTABLE NUMBER INDICATES TEMPHWC140

SANITARY DRAINAGESAN

STORM DRAINAGE (ROOF SQUARE FOOTAGE)ST(1,000)

STS STORM DRAINAGE (SECONDARY)

VENTV

DRAIND

G NATURAL GAS

NOT ALL SYMBOLS MAY APPLY.

PRESSURE REDUCING VALVE (LIQUID/GAS)

SOLENOID VALVE

SAFETY/RELIEF VALVE

VACUUM BREAKER

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

TEMPERATURE SENSOR WITH WELL

T

THERMOMETER WITH WELL (DIAL TYPE)T

THERMOMETER WITH WELL (FILLED TYPE)

PUMP

PIPE CONTINUATION

PRESSURE SENSOR (FURNISHED WITH BALL VALVE)P

ROUTE TO DRAIN

BACKFLOW PREVENTER

EXPANSION JOINT

#.#" IS THE EXPANSION TRAVEL INCHESEJ-#

AIR ADMITTANCE VALVE

SAFETY RELIEF VALVE

W/ DRIP PAN ELBOW

PLUMBING ABBREVIATION KEY

BATHTUBBT

CO CLEANOUT

CLINICAL SINKCS

DRINKING FOUNTAINDF

EMERGENCY EYEWASHEE

FLOOR CLEANOUTFCO

FLOOR DRAINFD

FLOOR SINKFS

GARBAGE DISPOSERGD

GREASE INTERCEPTORGI

HOSE BIBBHB

I.E. INVERT ELEVATION (FOR REFERENCE ONLY)

LAVATORYL or LAV

MOP BASINMB

MH MANHOLE

MIXING VALVEMV

NEUTRALIZATION TANKNT

OIL SEPARATOROS

ROOF DRAINRD

SHOWERSH

SINKSK

SERVICE SINKSS

TRENCH DRAINTD

TRAP PRIMERTP

URINALUR

WATER CLOSETWC

WALL CLEANOUTWCO

WASH FOUNTAINWF

WATER HEATERWH

WASHING MACHINE FIXTUREWMF

YARD CLEANOUTYCO

EMERGENCY SHOWERES

EMERGENCY SHOWER/EYEWASHESE

ELECTRIC WATER COOLEREWC

VENT THROUGH ROOFVTR

AD ACCESS DOOR

ABOVE FINISHED FLOORAFF

BFP BACKFLOW PREVENTER

NOT IN CONTRACTNIC

ABBR: DESCRIPTION:

TYPICALTYP

UNLESS OTHERWISE NOTEDUON

EXISTINGE

FLOW METERFM

WATER SOFTENERWS

WATER METERWM

DIALYSIS BOXDB

CATCH BASINCB

CAST IRONCI

DUCTILE IRONDI

UTILITY BOXUB

SHORT CIRCUIT CURRENT RATINGSCCR

DOWNDN

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME

10'-0" HEIGHT ABOVE

PROJECT 0'-0"

1 KEYNOTE: INDICATES NOTE USED TO

DESCRIBE ADDITIONAL INFORMATION

ABOUT WORK REQUIRED, SPECIFIC

TO THE SHEET AND/OR DETAIL

N O R

HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

BUILDING CODE: IBC 2018 EDITION

FIRE CODE: IEBC 2018

PLUMBING CODE: IPC 2018 EDITION

MECHANICAL CODE: IMC 2018 EDITION

ELECTRICAL CODE: NFPA 70 (NEC) 2017 EDITION

ENERGY CONSERVATION CODE: IECC 2018

HEALTH DEPARTMENT CODE: CURRENT EDITION

LOCAL BUILDING CODE: CURRENT EDITION

APPLICABLE CODES

CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS

INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

TEMPERATURE CONTROLS CONTRACTORT.C.C.

CIVIL CONTRACTORC.C.

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

ELECTRICAL CONTRACTORE.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

CONSTRUCTION MANAGERC.M.

MECHANICAL GENERAL NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT

LIMITED TO PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.

DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING,

EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED

FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY

AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. CATALOG AND MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE

GIVEN AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE DESCRIPTION OF MATERIAL

SCHEDULED ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING.

THE DESCRIPTION OF THE MATERIAL AND SCHEDULED PERFORMANCE TAKES

PRECEDENCE OVER THE MODEL NUMBER. THE FIRST MANUFACTURER SCHEDULED

IS THE BASIS OF DESIGN.

3. DETERMINATION OF QUANTITIES OF MATERIAL AND EQUIPMENT REQUIRED SHALL

BE MADE BY THE CONTRACTOR FROM THE DOCUMENTS. WHERE MATERIAL AND/OR

QUANTITY DISCREPANCIES ARISE BETWEEN DRAWINGS, SCHEDULES AND/OR

SPECIFICATIONS, THE HIGHER QUALITY/ GREATER NUMBER SHALL GOVERN.

4. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM

ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS

OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER

TRADES.

5. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO

PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE

COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT

FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES.

BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE

ARCHITECT/ENGINEER BEFORE PROCEEDING WITH FABRICATION OR EQUIPMENT

ORDERS.

6. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND

MAKE REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE

PROPER ACCESS.

7. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A

FAILURE TO COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT

ADDITIONAL COST OR EXPENSE TO OTHERS.

8. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH

ELECTRICAL CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM

THE BASIS OF DESIGN.

9. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY

AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL

CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.

10. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO

WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES

DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION,

FIRE RATING, AND FINISH.

11. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS

WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC.

COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT. NOTIFY THE GC OF THE

REQUIRED ACCESS PANELS PRIOR TO BIDDING.

12. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS,

PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND

ROOF SHALL BE SEALED AIRTIGHT WITH WATERPROOFING MATERIALS

RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

13. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL,

PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE

TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC

LEVELS WITHIN ROOMS.

14. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED

OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE

WITH ALL RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE

WATERTIGHT.

15. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG

DIFFERENT MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR

EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES. COORDINATE WITH

LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.

16. DO NOT BLOCK EQUIPMENT SERVICE CLEARANCES.

17. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6” IN FRONT OF ALL ELECTRICAL

EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT

NOT LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL

CENTERS, TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.

18. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH /

DEPTH OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0”

ABOVE THE EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER.

SYSTEMS FOREIGN TO THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED

IN THE DEDICATED ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC.

MECHANICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD

SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND

REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS

BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE

FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD

CONDITIONS.

4. EACH CONTRACTOR SHALL CUT AND PATCH ROOFS, WALLS, AND FLOORS ASSOCIATED

WITH THEIR WORK.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF

CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL

CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO

BIDDING.

6. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH

NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL

EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT

DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL

SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

7. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT

REMAIN ACTIVE.

8. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY

REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW

SYSTEMS ARE INSTALLED.

9. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR

TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND

CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY

DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.

1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE CONTRACTOR.

CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS REQUIRED FOR

FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID TO

THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS

RESPONSIBLE FOR A COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND IN

THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL TAKES

PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER LISTED IS THE

BASIS OF DESIGN.

3. CONTRACTOR SHALL VERIFY THAT FIXTURES SUPPLIED ARE APPROVED PER ALL

APPLICABLE STATE, LOCAL AND GOVERNING AUTHORITIES.

4. ALL FIXTURES SHALL CONFORM TO FEDERAL ACT S.3874

5. REFER TO THE PLUMBING ROUGH-IN SCHEDULE FOR THE SIZES OF BRANCH PIPES TO

PLUMBING FIXTURES.

6. P.C. SHALL CUT AND PATCH EXISTING AS REQUIRED FOR NEW OR DEMOLITION WORK

UNLESS NOTED OTHERWISE.

PLUMBING GENERAL NOTES:

PLUMBING SLOPE REQUIREMENTS:

INTERIOR:

SANITARY WASTE: ≤2-1/2”ø=1/4” PER FOOT ≥3”ø = 1/8” PER FOOT ≥8”ø = 1/16” PER FOOT

GREASE WASTE: 1/4” PER FOOT

STORM (GRAVITY): 1/8” PER FOOT

CONDENSATE AND INDIRECT DRAINAGE: 1/8” PER FOOT

SANITARY AND GREASE VENT: NO SPECIFIC PITCH, PITCH TO FIXTURES

DOMESTIC WATER: NO SPECIFIC PITCH, PITCH TO FIXTURES

BASED ON PLUMBING CODE: IPC-2018

PLUMBING SHEET INDEX

P000 PLUMBING COVERSHEET

P211 FLOOR PLAN - LEVEL 01 - PLUMBING

P213 FLOOR PLAN - LEVEL 03 - PLUMBING

P600 PLUMBING SCHEDULES

GRAND TOTAL: 4

NOTES: (APPLIES TO ALL PLUMBING FIXTURES LISTED BELOW)

1) SIZES SHOWN ARE MINIMUMS. LARGER SIZES SHOWN ON THE DRAWING SHALL DICTATE THE

ROUGH-IN SIZE. 2) SANITARY RISERS UP IN WALL TO FIXTURES SHALL BE A MINUMUM OF 2". 3) DOMESTIC WATER BRANCH PIPING OUTSIDE OF THE WALL/CHASE SHALL BE A MINIMUM OF 3/4" UNLESS NOTED OTHERWISE. ONLY THE FINAL RISE-DROP SHALL BE SMALLER. 4) FINAL SANITARY

SIZE SHALL MATCH P-TRAP SIZE (REFER TO MATERIAL LIST).

PLUMBING ROUGH-IN SCHEDULE

TAG NAME DESCRIPTION

COLD

WATER

HOT

WATER SANITARY VENT

SK-1 SINK 1/2" 1/2" 1 1/2" 1 1/2"

IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO

THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT

BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE

EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.

©2024 IMEG CONSULTANTS CORP.

REF. SCALE IN INCHES

0 1 2 3

2209 CHESTNUT STREET

PHILADELPHIA, PA 19103

P: 215.569.0400 F: 215.569.2664 www.imegcorp.com

PROJECT #24004655.00

PRELIMINARY

NOT FOR

CONSTRUCTION

PROJECT #24004655.00

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES,

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

CONSULTANT

SEAL

P000

PLUMBING COVERSHEET

KMRDSS

2025-08-21

75% SUBMISSION 11/15/24

90% SUBMISSION 12/18/24

100% SUBMISSION 01/24/25

2 ISSUED FOR REBID 08.21.25

ta g ta g ta g ta g ta g

3/4"CW - E

4"SAN - E

OUTLINE OF

RESTROOMS ABOVE

WH-1

3"V - E

3/4"CW - E

4"SAN - E

EXISTING WATER CLOSETS

AND LAVATORIES

BID ALT 3A: PROVIDE SANITARY, VENT,

AND CW ROUGH-IN PIPING FOR FUTURE

KITCHENETTE FIXTURE CONNECTIONS

BID ALT 3B: FURNISH AND INSTALL

KITCHENETTE FIXTURES AND WH-1

IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO

THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT

BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE

EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.

©2024 IMEG CONSULTANTS CORP.

REF. SCALE IN INCHES

0 1 2 3

2209 CHESTNUT STREET

PHILADELPHIA, PA 19103

P: 215.569.0400 F: 215.569.2664 www.imegcorp.com

PROJECT #24004655.00

PRELIMINARY

NOT FOR

CONSTRUCTION

PROJECT #24004655.00

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES,

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

CONSULTANT

SEAL

P211

FLOOR PLAN - LEVEL 01 -

PLUMBING

KMRDSS

2025-08-21

N O R

HT

1/4" = 1'-0"1

FLOOR PLAN - LEVEL 01 - PLUMBING

N O R

HT

1/4" = 1'-0"2

FLOOR PLAN - LEVEL 02 - PLUMBING

KEYNOTES:

1. CONTRACTOR TO INVESTIGATE CAUSE OF

WATER DAMAGE TO FIRST FLOOR CEILING.

PROVIDE ALLOWANCE TO REPLACE 15FT OF

SANITARY PIPING AND 15 FT OF DOMESTIC

WATER PIPING .

2. BID ALT 3A/B: PLUMBING FOR SK-1 SHALL BE AS

FOLLOWS: CONNECT TO 4" SAN IN FIRST

FLOOR CEILING. CONNECT TO 3" V IN ATTIC.

CONNECT TO CW IN EITHER WALL OF

ADJACENT TOILET ROOM OR IN FIRST FLOOR

CEILING.

75% SUBMISSION 11/15/24

90% SUBMISSION 12/18/24

R

ID

G E

1/2"CW -E

4"SAN - E

3"V - E

3/4"CW - E

4" VTR - E

IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO

THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT

BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE

EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.

©2024 IMEG CONSULTANTS CORP.

REF. SCALE IN INCHES

0 1 2 3

2209 CHESTNUT STREET

PHILADELPHIA, PA 19103

P: 215.569.0400 F: 215.569.2664 www.imegcorp.com

PROJECT #24004655.00

PRELIMINARY

NOT FOR

CONSTRUCTION

PROJECT #24004655.00

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES,

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

CONSULTANT

SEAL

P213

FLOOR PLAN - LEVEL 03 -

PLUMBING

KMRDSS

2025-08-21

N O R

HT

1/4" = 1'-0"1

FLOOR PLAN - ATTIC - PLUMBING

KEYNOTES:

1. DEMOLISH EXISTING CW MAKEUP PIPING TO

BOILER AND RELATED HEAT TRACE.

N O R

HT

1/4" = 1'-0"2

FLOOR PLAN - ROOF - PLUMBING

75% SUBMISSION 11/15/24

90% SUBMISSION 12/18/24

LEVEL 01

LEVEL 02

ATTIC

4" VTR - E

S A

N

E

4" SAN - E

3" V- E

V

E

ALT 3A/B: PROVIDE 1-1/2" SAN AND V TO

SK-1. CONNECT TO EXISTING SANITARY

RISER AND VENT IN ATTIC

ALT 3A/B: PROVIDE 3/4" CW TO WH-1

/4

C

W

E

TO EXISTING RESTROOMS

(WC AND LAV)

EXISTING DSFU: 10

ALT DSFU: 12

ALT 3A/B: PROVIDE 3/4" CW TO SK-1

IMEG RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO

THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG AND SHALL NOT

BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE

EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG.

©2024 IMEG CONSULTANTS CORP.

REF. SCALE IN INCHES

0 1 2 3

2209 CHESTNUT STREET

PHILADELPHIA, PA 19103

P: 215.569.0400 F: 215.569.2664 www.imegcorp.com

PROJECT #24004655.00

PRELIMINARY

NOT FOR

CONSTRUCTION

PROJECT #24004655.00

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244

SWARTHMORE, PA 19081

PHONE: 215.769.1133

EMAIL: Info@JMPreservation.com

J&M

PRESERVATION

STUDIO

412 AVE OF THE STATES,

CHESTER, PA 19013

CONTRACT # eDPW-040225

REHABILITATION

1724 CHESTER

COURTHOUSE

CONSULTANT

SEAL

P600

PLUMBING SCHEDULES

KMRDSS

2025-08-21

PLUMBING MATERIAL LIST - BID ALTERNATE

TAG NAME DESCRIPTION MANUFACTURER AND MODEL

SK-1 SINK - ACCESSIBLE, SELF-RIMMING SINGLE COMPARTMENT WITH FAUCET DECK, 18 GAUGE TYPE 304 STAINLESS STEEL, 22" (SIDE-TO-SIDE) x 17" (FRONT-TO-BACK) OVERALL SIZE, 25" x 15" x 6" DEEP BOWL, SOUND DEADENING ON BOTTOM OF BASIN, 3-1/2" DIAMETER DRAIN OUTLET LOCATION OFF-CENTERED REAR IN BOWL, REMOVABLE TYPE 304 STAINLESS STEEL BASKET STRAINER WITH NEOPRENE STOPPER.

SINK TRIM - SINGLE HANDLE MIXING FAUCET, BRASS CONSTRUCTION, CHROME-PLATED FINISH, CONVENTIONAL SWING SPOUT, NOMINAL 8" REACH, AERATOR, LEVER HANDLE, SINGLE HOLE SUPPLIES.

MAXIMUM FLOW TO BE 1.5 GPM IN COMPLIANCE WITH PROJECT WATER CONSERVATION REQUIREMENTS. FAUCET SHALL COMPLY WITH FEDERAL ACT S.3874. PROVIDE RESTRICTIVE DEVICE AND ESCUTCHEON

PLATE AS REQUIRED.

ACCESSORIES - 1-1/2" 17 GAUGE CHROME-PLATED BRASS TAILPIECE AND P-TRAP, QUARTER-TURN BALL VALVE TYPE 3/8" CHROME-PLATED BRASS ANGLE SUPPLIES WITH LOOSE KEY STOPS, CHROME-PLATED

SOFT COPPER SUPPLY LINES.

SINK - AMERICAN STANDARD

(18SB6252211.075), ELKAY, JUST,

FRANKE

SINK TRIM - DELTA 19805Z SD-DST)

PLUMBING (WITH POWER) MATERIAL LIST - BID ALTERNATE

TAG NAME DESCRIPTION

ELECTRICAL

MANUFACTURER AND MODEL W

A

T T

S

O F

S T

A G

E S

F L

A

M C

A

M O

C P

V O

L T

A G

E

P H

A S

E S

DISCONNECT

B

Y (N

O T

E A

T

Y P

E (N

O T

E B

WH-1 WATER HEATER - ELECTRIC, UNDERCABINET, GLASS-LINED WELDED STEEL TANK, 150 PSI WORKING PRESSURE, FIBERGLASS OR FOAM INSULATION, BRASS WATER CONNECTIONS AND DRAIN VALVE, ASME APPROVED T&P RELIEF VALVE, MAGNESIUM ANODE ROD, LOW WATT DENSITY IMMERSION ELEMENTS, AUTOMATIC THERMOSTAT WITH EXTERNAL ADJUSTMENT, HIGH TEMPERATURE CUTOFF SWITCH, ENCLOSED CONTROLS AND ELECTRICAL JUNCTION BOX, 1-YEAR WARRANTY, UL LISTED, COMPLIANT TO NAECA, ASHRAE 90.1 AND ASHRAE 90A.

4 GALLON CAPACITY, 24 MINUTE MAXIMUM RECOVERY.

ELECTRICAL REQUIREMENTS - PLUG, 120V GROUNDED OUTLET.

SET WATER TEMPERATURE AT 140°F.

1440 1 12 15 20 120 1 MFR PLUG WATER HEATER -

EEMAX (EMT-4)

1 = SENSOR ONLY

2 = SENSOR WITH ADJUSTMENT

3 = SENSOR WITH OVERRIDE

4 = SENSOR WITH ADJUSTMENT AND OVERRIDE.

[H] CONTROL / SENSOR TYPE

MFR = MANUFACTURER

MC = MECHANICAL CONTRACTOR

GC = BY GENERAL CONTRACTOR

[G] CURB / PAD BY:

STD = STANDARD CURB

SAC = SOUND ATTENUATOR CURB

CONC = CONCRETE BASE (HOUSEKEEPING PAD)

[G] CURB / PAD TYPE:

MUST BE WITHIN +/- 10% OF SCHEDULED RPM.

[F] RPM DEVIATION

NO EQUIPMENT SHALL BE SELECTED ABOVE 90% OF

MOTOR NAME PLATE RATING.

[E] HORSEPOWER LIMITATION

FAN RPM SHALL NOT EXCEED 110% OF SCHEDULED

VALUE, WITH THE SCHEDULED WHEEL TYPE.

SUBSTITUTION OF BI OR BIA FANS FOR FC IS

ACCEPTABLE IF EFFICIENCY IS NOT LOWER.

[D] RPM LIMITATION

FV = FULL VOLTAGE

WYE = WYE-DELTA

SS = SOLID STATE (SOFT START)

MS = MANUAL STARTER

VFD = VARIABLE FREQUENCY DRIVE

VFD/B = VARIABLE FREQUENCY DRIVE WITH BYPASS

ECM = ELECTRONICALLY COMMUTATED MOTOR

NOTE: PROVIDE SHAFT GROUNDING ON MOTORS

DRIVEN BY A VFD AS REQUIRED PER SPECIFICATIONS

22 05 13 AND 23 05 13.

[C] CONTROLLER STARTER TYPE:

CB = CIRCUIT BREAKER

F = FUSED

NF = NON-FUSED

PLUG = PLUG AND CORD

[B] DISCONNECT TYPE:

MFR = MANUFACTURER

EC = ELECTRICAL CONTRACTOR.

MC = FURNISHED BY MECHANICAL CONTRACTOR,

INSTALLED BY ELECTRICAL CONTRACTOR.

MFR/EC = FURNISHED LOOSE BY MANUFACTURER

INSTALLED BY ELECTRICAL CONTRACTOR.

TCC = TEMPERATURE CONTROL CONTRACTOR

[A] DISCONNECT AND CNTLR/STARTER FURNISHED

AND INSTALLED BY:

SCHEDULE GENERAL KEY

SK-1 SHALL BE PROVIDED UNDER BID ALTERNATE 3B.

WH-1 SHALL BE PROVIDED UNDER BID ALTERNATE 3B

GENERAL NOTES:

1. REFER TO THE SPECIFICATIONS FOR TYPE DESCRIPTIONS AND JACKETING REQUIREMENTS.

2. TYPE A INSULATION IS NOT ALLOWED IN NON-AIR CONDITIONED SPACES, SUCH AS MECHANICAL ROOMS, EXTERIOR, ATTICS, ETC.

3. TYPE B INSULATION GREATER THAN 1" THICK SHALL BE INSTALLED USING MULTIPLE LAYERS OF 3/4" OR 1" WITH STAGGERED SEAMS.

4. TYPE E IS NOT ALLOWED IN RETURN AIR PLENUMS, UNLESS LISTED AND LABELED AS 25/50 RATED PER ASTM E84/UL723

5. TYPE G 4" SHALL BE INSTALLED IN TWO (2) 2" LAYERS WITH STAGGERED SEAMS.

6. PROVIDE…