17-Exhibit A Drawings.pdf

ROOM FINISH SCHEDULE

ROOM

NO.

ROOM NAME FLOOR WALL

NORTH SOUTH

CEILING COMMENTSBASE

EAST WEST FINISH

VCT VINYL COMPOSITE TILE

VB VINYL BASE

RB RUBBER COVE BASE

ROOM FINISH KEY

ACOUSTICAL CEILING TILE

GENERAL FINISH NOTES

3.

4.

2.

RUBBER BASE

1.

ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED PT2, UNLESS OTHERWISE

NOTED.

TRIM PAINT TO BE SEMI-GLOSS FINISH, WALL PAINT TO BE SATIN FINISH, AND

CEILING PAINT TO BE MATTE FINISH, TYPICAL U.O.N.

ALL SOFFITS / FASCIA TO MATCH WALL MATERIAL AND COLOR U.N.O.

PROVIDE ACCESSIBLE METAL OR VINYL TRANSITION STRIPS AT FLOOR

MATERIAL TRANSITIONS, TYPICAL.

CODE: RB

MANUFACTURER: JOHNSONITE

COLOR: 40 - BLACK

CODE: ACT1

NOTES:

1.

FINISHES AND ABBREVIATIONS

CPT CARPET

PT PAINT

ACT ACOUSTICAL CEILING TILE

EXST EXISTING TO REMAIN

XXX

PAINT

MANUFACTURER: SHERMAN WILLIAMS

CODE: PT1

CODE: PT2

PRODUCT: SW 9542

COLOR: NATURAL WHITE

MANUFACTURER: SHERMAN WILLIAMS

PRODUCT: SW 6258

COLOR: TRICORN BLACK

WOOD STAIN DOORS

CODE: ST-1

MANUFACTURER: MARSHFIELD

SPECIES: WHITE MAPLE

COLOR: MATCH EXIST DOOR STAIN & FINISH

HARDWARE: LOCKSET, KEYING, CARD READERS, KEYPADS & OTHER SECURITY

MEASURES TO BE COORDINATED WITH POLICE DEPARTMENT

OFFICIALS

HINGES: HAGER (3) QTY - BB1279 4.5 X 4.5 - US26D

LOCKSET: PDQ

SEALS: AT INTERVIEW ROOM - PEMKO STC 4D SEAL SET (INCLUDING

THRESHOLD)

VINYL COMPOSITION TILE

CODE: VCT-1

MANUFACTURER: JOHNSONITE

STYLE: TARKETT VCT II

COLOR: CLOUDY 572

MANUFACTURER: USG

PRODUCT: RADAR BASIC, ITEM# 2919

24x60, 5/8" THK, SQUARE EDGE

OFFICE302

IT-SERVER ROOM301

303 OFFICE

OPEN OFFICE

CPT-1 RB PT1 ACT1

RB PT1

RB PT1

RB PT1

CARPET TILE

CODE: CPT-1

MANUFACTURER:TANDUS CENTIVA

STYLE: COLORMAP 11130

COLOR: TOMORROWLAND 42801

PT1

PT1

PT1

PT1

PT1

PT1

PT1

PT1

PT1

PT1

PT1

PT1

ACT1

ACT1

ACT1

CPT-1

CPT-1

CPT-1

305 INTERVIEW ROOM RB PT1 PT1 PT1 PT1 ACT1CPT-1

87 East Butler Avenue Ambler, PA 19002 p:215.646.7878 www.pa-arch.com a r c h i t e c t s / i n t e r i o r s / p l a n n e r s phillips associates

Owner:

Abbreviations:

Contact Information: Drawing List:Project Information:

Symbol Key:

Disclaimer:

1. CONTRACTORS MUST CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD. ANY

DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY.

2. PLANS, SPECIFICATIONS, REPORTS, DOCUMENTS, OR OTHER INFORMATION RECORDED ON OR

TRANSMITTED AS ELECTRONIC MEDIA ARE SUBJECT TO UNDETECTABLE ALTERATION, EITHER

INTENTIONAL OR UNINTENTIONAL, DUE TO, AMONG OTHER CAUSES, TRANSMISSION,

CONVERSION, MEDIA DEGRADATION, SOFTWARE ERROR OR HUMAN ALTERATION. ALL SUCH

DOCUMENTS ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND NOT AS AN END

PRODUCT NOR AS A RECORD DOCUMENT. ANY RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE.

3. ALL DRAWINGS, SPECIFICATIONS, AND RELATED DOCUMENTS ARE COPYRIGHT OF THE

ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS,

SPECIFICATIONS, AND RELATED DOCUMENTS IN PART OR WHOLE IS FORBIDDEN WITHOUT THE

ARCHITECTS WRITTEN PERMISSION.

4. THE EXISTING CONDITIONS INDICATED ON THESE PLANS ARE BASED ON VISUAL

OBSERVATIONS ONLY. NO INVASIVE, DESTRUCTIVE OR ELECTRONIC MEANS HAVE BEEN

UTILIZED TO DETERMINE CONDITIONS THAT ARE NOT VISIBLE TO THE NAKED EYE OR

APPARENT IN THE EXERCISE OF DUE DILIGENCE. ANY THIRD PARTY USING OR RELYING UPON

THESE PLANS AND THE INFORMATION INDICATED THEREON, DOES SO AT ITS OWN RISK.

SPEC.

SIM.

STL.

STD.

SQ.

STOR.

STEEL

STANDARD

SQUARE

SPECIFICATION

SIMILAR

STORAGE

THK.

TEL.

T.O.

SUSP.

W.

V.I.F.

VERT.

U.O.N.

TYP.

THICK

TELEPHONE

TOP OF

SUSPENDED

WEST

VERIFY IN FIELD

VERTICAL

UNLESS OTHERWISE NOTED

TYPICAL

G.B.

FT.

GC

GL.

G.A.

H.C.

GLASS

GAUGE

GRAB BAR

FEET

HOLLOW CORE

GENERAL CONTRACTOR

HT.

HVAC

JT.

LT.

MAX.

MECH.

MAXIMUM

LIGHT

MECHANICAL

HEIGHT

AND AIR CONDITIONING

HEATING, VENTILATION,

JOINT

HORIZONTALHORIZ.

WITH

WP

WC

W/O

W/

WD.

WEATHER PROOF

WITHOUT

WOOD

MTL.

MISC

MIN.

N.T.S.

N.I.C.

N.

MISCELLANEOUS

METAL

MINIMUM

NOT TO SCALE

NOT IN CONTRACT

NORTH

PLATE

OPPOSITE

PLASTIC LAMINATE

PLASTER

PAINTED

PLYWOOD

PL.

P. LAM

OPP.

PLAS.

PTD.

PLYWD.

MANUFACTURERMFR.

WATER CLOSET, WALL COVERING

REFRIGERATOR

RADIUS

QUARRY TILE

ROOM

REQUIRED

QT.

REF.

RAD.

RM.

REQ.

SOLID CORE

SOUTH

RAINWATER CONDUCTOR

SCHEDULE

STAINLESS STEEL

RWC

S.C.

S.

SCHED.

S/S

L

A.F.F.

ADJ.

C

AT

ABOVE FINISH FLOOR

ADJUSTABLE

POUND OR NUMBER

CENTERLINE

ARCH.

AL.

BLDG.

BM.

BLKG.

BOT.

ARCHITECTURAL

ALUMINUM

BOTTOM

BEAM

BLOCKING

BUILDING

CER.

CAB.

CLG.

CONC.

COL.

CLO.

CLKG.

CONCRETE

COLUMN

CLOSET

CAULKING

CEILING

CERAMIC

CABINET

CT

CPT

DBL.

CONT.

DR.

DN.

DIM.

DIA.

DOOR

DOWN

CERAMIC TILE

CONTINUOUS

CARPET

DIAMETER

DOUBLE

DIMENSION

EX

DWG.

DTL.

EXISTING

DRAWING

DETAIL

EQ.

F.O.

F.S.

F.O.F.

FL.

FIN.

EQUAL

FACE OF

FLOOR

FINISH

FRAME SIZE

FACE OF FINISH

DOWNSPOUTDS.

CENTERCTR.

EQUIP. EQUIPMENT

FIXT. FIXTURES

VINYLVYL.

MILLWORKMLWK.

ON CENTERO.C.

B.O. BOTTOM OF

CONTR. CONTRACTOR

GLAZ. GLAZING

ROUGH OPENINGRO.

COORD. COORDINATE

DL. DAMP LOCATIONS MT. MARBLE THRESHOLD

HANGING ROD & SHELF ABOVER/S

WR WATER RESISTANT

GFI GROUND FAULT PROTECTED

EL.

ELEC. ELECTRICAL

ELEVATION

PA

R eg is tra tio n:

R

A0

7X

PROJECT ADDRESS: 160 E. 7TH STREET, 2ND FLOOR

CHESTER, PA 19013

TOWNSHIP: CITY OF CHESTER

COUNTY: DELAWARE

CLIMATE ZONE: ZONE 4A

ZONING: (CBD) CENTRAL BUSINESS DISTRICT

BUILDING CODES: 2021 IBC AS AMENDED BY THE PA UCC

2021 IECC AS AMENDED BY THE PA UCC

ACCESSIBILITY: CHAPTER 11 OF 2018

IBC & APPENDIX E AS ADOPTED

BY THE PA UCC; ICC A117.1-2009

2021 IEBC AS AMENDED BY THE PA UCC

REF: 026 072

BID SET CS1

24 JULY 2026

SST. SIMPSON STRONG TIE

PRESERVATIVE TREATEDP.T.

DW. DISH WASHER

ROOM ELEVATION

TAG

SECTION TAG

ELEVATION TAG

PLAN DETAIL TAG

DOOR NUMBER

WINDOW NUMBER

CEILING HEIGHT

REFERENCE NOTE TAG

REVISION NUMBER

ELEVATION MARKER

WALL TAG

FLOOR ELEVATION

(DEMO, GENERAL NOTES, ETC.)

COLUMN TAG

EXISTING DOOR

NEW DOOR

CITY OF CHESTER POLICE DEPARTMENT

160 E. 7th Street Chester, PA 19013

TEL:

XX

XX

A21 A21

XX

CH XX'-XX"

112a

+0'-0" x Axx x Axx

X

AXXX

DESIGNATION SHOWN AS 30x68 REFERS TO 3'-0" x 6'-8" DOOR. (SIZES MAY VARY)

CJ CEILING JOIST

COJ CONTROL JOINT

FJ FLOOR JOIST

CS1 COVER SHEET & SPECIFICATIONS

ARCHITECTURAL:

A1 THIRD FLOOR DEMOLITION PLAN

A2 THIRD FLOOR PROPOSED PLAN

A3 THIRD FLOOR REFLECTED

CEILING PLAN

Architect:

PHILLIPS | ASSOCIATES ARCHITECTS

87 East Butler Avenue Ambler, PA 19002

TEL: 215.646.7878

WWW.PA-ARCH.COM

General Notes:

Energy Code:

CHART BELOW BASED ON THE 2021 IECC TABLE C402.1.3

1. THE ARCHITECT IS NOT RESPONSIBLE FOR THE CONTRACTOR(S) MEANS AND METHODS OF

CONSTRUCTION.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DISCREPANCIES BETWEEN ACTUAL CONDITIONS & DRAWINGS &/OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR CLARIFICATION. WORK SHALL NOT PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED.

3. WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS INDICATED

ON THESE DRAWINGS.

4. SHOULD LOCAL CODES AND/OR ORDINANCES DIFFER FROM THESE PLANS, A DETERMINATION SHALL BE MADE BY THE GENERAL CONTRACTOR AND/OR LOCAL BUILDING OFFICIAL AS TO WHICH IS THE MOST STRINGENT. THE MOST STRINGENT REQUIREMENTS SHALL RULE. SHOULD A CHANGE IN THESE PLANS BE NECESSARY OR DESIRED WHICH WILL ALTER THE DESIGN OR STRUCTURAL INTEGRITY OF THE STRUCTURE(S), CONSULT WITH A QUALIFIED STRUCTURAL ENGINEER OR ARCHITECT TO VERIFY THAT SUCH A CHANGE WILL NOT BE DETRIMENTAL TO THE STRUCTURAL INTEGRITY OF THE STRUCTURE(S)

PRIOR TO IMPLEMENTING THE CHANGE.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE JOB SITE AND STRUCTURE INCLUDING THE

DESIGN, ERECTION AND MAINTENANCE OF ALL SHORING, BRACING AND SAFETY BARRIERS.

6. SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT

DETAILS SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED RESULTS.

7. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

8. CONTRACTOR(S) SHALL BE FULLY RESPONSIBLE FOR ALL MATERIALS DELIVERED TO THE SITE AND WILL ASSUME OWNERSHIP OF SAME UNTIL THEY HAVE BEEN INSTALLED PROPERLY. FOR ITEMS SUPPLIED BY THE OWNER, OWNER IS RESPONSIBLE FOR TAKING DELIVERY AND FOR VERIFYING CONDITION PRIOR TO

HANDOFF TO CONTRACTOR.

9. FOR THE DURATION OF THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR ALL DAMAGES CAUSED BY HIS WORKERS OR SUBCONTRACTORS' WORKERS. THE

CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL BROKEN PARTS, INCLUDING GLASS, AT NO

ADDITIONAL COST TO THE OWNER AND BACK-CHARGE THIS TO THE RESPONSIBLE PARTY OR PARTIES.

ALL OPENINGS DUE TO CONSTRUCTION IN EXTERIOR WALLS AND ROOFS OF THE EXISTING STRUCTURE SHALL BE CAREFULLY PROTECTED WITH TEMPORARY CLOSURES TO PREVENT THE ENTRANCE OF ANY WATER, SNOW, OR ICE INTO INTERIOR SPACES. ANY DAMAGE DUE TO WATER, SNOW, OR ICE SHALL BE

FULLY REPAIRED BY THE CONTRACTOR AT NO COST WHATSOEVER TO THE OWNER.

10. WORKMANSHIP SHALL CONFORM TO THE BEST TRADE PRACTICES. FINISHED SURFACES SHALL BE

PLUMB AND LEVEL, STRAIGHT AND FREE OF IMPERFECTIONS AND SET FIRMLY TO ACCURATE

MEASUREMENTS. FINISHED PRODUCT SHALL BE TOTALLY CLEAN AND FREE OF COVERING MATERIALS, LOOSE OR FOREIGN MATERIALS, ETC.

11. THE CONTRACTOR IS EXPECTED TO KEEP THE ENTIRE PREMISES FREE OF DEBRIS, DISCARDED MATERIAL, ETC. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR IS TO CLEAN THE EXTERIOR

OF THE STRUCTURE AND THE SITE REMOVING ALL STAINS, DEBRIS, ETC. RESULTING FROM

CONSTRUCTION. THE CONTRACTOR SHALL ALSO CLEAN ALL INTERIOR AREAS OF THE STRUCTURE IN THE

AREAS OF NEW WORK. ALL GLASS, INSIDE AND OUT, SHALL BE COMPLETELY CLEANED

12. ALL PERMITS SHALL BE ACQUIRED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF DEMOLITION

AND CONSTRUCTION. CONTRACTOR IS TO CONFIRM REGISTRATION REQUIREMENTS WITH THE

MUNICIPALITY PRIOR TO CONSTRUCTION

13. CONTRACTOR TO BE RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS - COORDINATE WITH THE

MUNICIPALITY FOR APPROVED INSPECTORS LISTS

14. CONTRACTOR SHALL INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY ALL CONDITIONS, SIZES, AND QUANTITIES. EXISTING CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT THE THE ATTENTION OF THE

OWNER FOR RESOLVING.

15. ALL WORK TO BE PLUMB, LEVEL AND SQUARE. COORDINATE AND ALIGN STRUCTURE, FLOOR

ELEVATIONS WITH EXISTING CONDITIONS WHERE REQUIRED

16. CONCEALED SURFACES OF DISSIMILAR MATERIALS TO HAVE APPLIED COATING OR BARRIER TO

PREVENT CORROSION EFFECT OF GALVANIC ACTION.

17. P+A DOES NOT GUARANTEE THE PERFORMANCE OF AND HAS NO RESPONSIBILITY FOR THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING

MATERIALS OR PERFORMING ANY WORK ON THIS PROJECT

18. IF DOOR SIZES ARE INDICATED ON PLANS, THESE INDICATE SIZE OF DOOR ONLY, NOT FRAME SIZE. IF

DOORS ARE NUMBERED, REFER TO DOOR SCHEDULE. CONTRACTOR TO VERIFY ALL DOOR SIZES,

ORIENTATION, OPERATION & HARDWARE (INCLUDING LOCKS) WITH OWNER PRIOR TO ORDERING.

19. OBSERVATIONS PERFORMED BY P+A (WHEN ENGAGED FOR CONSTRUCTION OBSERVATIONS) SHALL NOT BE CONSIDERED A SUBSTITUTE FOR THE QUALITY CONTROL PROGRAMS AND PROCEDURES OF ANY

CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR

PERFORMING ANY WORK ON THIS PROJECT.

ci = Continuous insulation, NR = No Requirement. LS = Liner System.

a. Assembly descriptions can be found in ANSI / ASHRAE / IESNA Appendix A.

b. Where using R-value compliance method, a thermal spacer block shall be provided. otherwise use the

U-factor compliance method in Table C402.1.4.

c. R-5.7ci is allowed to be substituted with concrete block walls complying with ASTM C90, ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally, with ungrouted cores filled with materials having a maximum thermal conductivity of 0.44 Btu-in/h-f2 °F

d. Where heated slabs are below grade. below-grade walls shall comply with the exterior insulation requirements for heated slabs.

e. "Mass floors" shall be in accordance with Section C402.2.3.

f. "Mass walls" shall be in accordance with Section C402.2.2.

g. The first value is for perimeter insulation and the second value is for slab insulation. Perimeter insulation is not required to extend below the bottom of the slab.

CLIMATE ZONE 4 EXCEPT MARINE 5 AND MARINE 4

ALL OTHER GROUP R ALL OTHER GROUP R

ROOFS

INSULATION

ENTIRELY ABOVE

ROOF DECK

R-30ci R-30ci R-30ci R-30ci

METAL BUILDINGSb R-19 + R-11 LS R-19 + R-11 LS R-19 + R-11 LS R-19 + R-11 LS

ATTIC AND OTHER R-49 R-49 R-49 R-49

WALLS ABOVE GRADE

MASSf R-9.5ci R-11.4ci R-11.4ci R-13.3ci

METAL BUILDING R-13 + R-13ci R-13 + R-14ci R-13 + R-14ci R-13 + R-14ci

METAL FRAMED R-13 + R-7.5ci R-13 + R-7.5ci R-13 + R-10ci R-13 + R-10ci

WOOD FRAMED

AND OTHER

R-13 + R-3.8ci or R-20

R-13 + R-3.8ci or R-20

R-13 + R-7.5ci or R-20 + R-3.8ci

R-13 + R-7.5ci or R-20 + R-3.8ci

WALLS BELOW GRADE

BELOW-GRADE

WALLd R-7.5ci R-10ci R-7.5ci R-10ci

FLOORS

MASSe R-14.6ci R-16.7ci R-14.6ci R-16.7ci

JOIST/FRAMING R-30 R-30 R-30 R-30

SLAB ON GRADE FLOORS

UNHEATED SLABS R-15 FOR 24"

BELOW

R-15 FOR 24"

BELOW

R-15 FOR 24"

BELOW

R-20 FOR 24"

BELOW

HEATED SLABSg

R-15 FOR 24"

BELOW + R-5 FULL

SLAB

R-15 FOR 24"

BELOW + R-5 FULL

SLAB

R-15 FOR 36"

BELOW + R-5 FULL

SLAB

R-15 FOR 36"

BELOW + R-5 FULL

SLAB

Project Manager:

MS ENGINEERING ASSOCIATES, LLC

334 W. Front Street Media, PA 19063 Michael Galante

TEL: 856.404.0540

mgalante@mgeassoc.com

THIRD FLOOR OFFICE REMOVATIONS

160 E. 7TH STREET, CHESTER, PA 19013

CITY OF CHESTER POLICE DEPARTMENT

OUTLINE SPECIFICATIONS:

GENERAL

THIS IS A GENERAL UNDERSTANDING OF BUILDING MATERIALS AND/OR PROCEDURES TO BE USED IN THIS PROJECT AND ARE NOT FULL SPECIFICATIONS.

ALTERNATE METHODS AND/OR SUBSTITUTE MATERIALS SHOULD ONLY BE USED WITH THE FULL UNDERSTANDING AND APPROVAL OF THE PROJECT OWNER AND

ARCHITECT. DISREGARD REFERENCES TO ITEMS WHICH DO NOT OCCUR IN THIS PROJECT.

ALL WORK WAS DESIGNED TO AND SHALL CONFORM TO THE “2021 INTERNATIONAL BUILDING CODE.”

STRUCTURAL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC SECTION INDICATED, AND

SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

CONSTRUCTION SEQUENCES SHALL ALLOW FOR MATERIAL MOVEMENT DUE TO TEMPERATURE EFFECTS DURING THE CONSTRUCTION PERIOD PRIOR TO THE BUILDING BEING ENCLOSED AND THE ENVIRONMENT CONTROLLED. ANY FROST HEAVING OF FOUNDATIONS OR SLAB ON GRADE, CRACKING, ADJUSTMENTS, ETC. DUE TO THERMAL EFFECTS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

LIGHT GAUGE, NON-LOAD BEARING, METAL FRAMING:

A. STEEL STUDS & RUNNERS:ASTM C 645. W/ MIN BASE-METAL THICKNESS:20 GAUGE, 0.0312"

B. SLIP-TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THE FOLLOWING:

1. SINGLE LONG-LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER WITH 2-INCH DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS, INSTALLED WITH STUDS FRICTION FIT INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED WITHIN 12

INCHES OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING.

2. DOUBLE-RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDE RUNNER WITH 2" DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND FASTENED TO STUDS, AND OUTER RUNNER SIZED TO FRICTION FIT INSIDE RUNNER.

3. DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED TO PREVENT CRACKING OF FINISHES APPLIED TO INTERIOR PARTITION FRAMING RESULTING FROM DEFLECTION OF STRUCTURE ABOVE; IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND IN WIDTH TO

ACCOMMODATE DEPTH OF STUDS.

C. FLAT STRAP AND BACKING PLATE: STEEL SHEET FOR BLOCKING AND BRACING IN LENGTH AND WIDTH INDICATED.

1. COLD-ROLLED CHANNEL BRIDGING: 0.0538" BARE-STEEL THICKNESS W/ MIN. 1/2" WIDE FLANGES. DEPTH 1-1/2 INCHES.

2. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645. DEPTH AS INDICATED ON DRAWINGS.

3. RESILIENT FURRING CHANNELS: 7/8" DEEP, STEEL SHEET MEMBERS DESIGNED TO REDUCE SOUND TRANSMISSION.

4. COLD-ROLLED FURRING CHANNELS: 0.0538-INCH BARE-STEEL THICKNESS, WITH MINIMUM 1/2-INCH WIDE FLANGES.

5. Z-SHAPED FURRING: WITH SLOTTED OR NON-SLOTTED WEB, FACE FLANGE OF 1-1/4 INCHES, WALL ATTACHMENT FLANGE OF 7/8 INCH, MIN.

BARE-METAL THICKNESS OF 0.0179 INCH, AND DEPTH REQUIRED TO FIT INSULATION THICKNESS INDICATED.

6. COLUMN AND BEAM DRYWALL CLIPS: SIMILAR TO GRABER X528. CLIP SPACING AT 24” ON CENTER.

THERMAL AND MOISTURE PROTECTION

CONTRACTOR SHALL REPAIR ANY DAMAGED OR ROTTED SHEATHING BEFORE WORK IS STARTED. SHEATHING SURFACES SHALL BE SMOOTH, FIRM, DRY & FREE FROM LOOSE BOARDS, LARGE CRACKS & PROJECTING ENDS. VENTS AND OTHER PROJECTIONS THROUGH SHEATHING SHALL BE PROPERLY FLASHED AND

SECURED IN POSITION.

MINERAL WOOL BATT INSULATION: SHALL BE OWENS CORNING THERMAFIBER ULTRABATT, OR APPROVED EQUAL, UNFACED, SEMI-RIGID MINERAL WOOL BATTS SIZED TO FRICTION-FIT STUD/ JOIST CAVITIES. INSULATION SHALL BE NONCOMBUSTIBLE, MOISTURE-RESISTANT, NON-CORROSIVE, AND MOLD-RESISTANT.

R-VALUES SHALL BE INDICATED ON THE PLANS. WHERE INSTALLED WITHIN A FIRE-RATED WALL ASSEMBLY, INSULATION SHALL COMPLY WITH THE SPECIFIC UL

(OR OTHER LISTING AGENCY) RATED ASSEMBLY INDICATED ON THE PLANS.

MINERAL WOOL SOUND ATTENUATION INSULATION: SHALL BE OWENS CORNING THERMAFIBER SAFB (SOUND ATTENUATION FIRE BLANKETS), OR APPROVED EQUAL, UNFACED MINERAL WOOL BATTS FRICTION-FIT INTO WALL, FLOOR-CEILING, OR PARTITION CAVITIES AS INDICATED. INSULATION SHALL BE NONCOMBUSTIBLE AND SHALL PROVIDE THE FIRE AND ACOUSTICAL (STC) PERFORMANCE SOWN ON THE PLANS, INSTALLED PER MANUFACTURER'S INSTRUCTIONS. WHERE INSTALLED WITHIN A FIRE-RATED WALL OR FLOOR-CEILING ASSEMBLY, INSULATION SHALL COMPLY WITH THE SPECIFIC UL (OR OTHER

LISTING AGENCY) RATED ASSEMBLY INDICATED ON THE PLANS.

INSULATION: (IECC 2021 SECTION C402) SEE PLANS FOR R-VALUES. VERIFY VALUES WITH LOCAL CODE OFFICIALS FOAMED-IN-PLACE INSULATION: PROVIDE AIRTIGHT CLOSED-CELL SPRAY FOAM INSULATION WHERE INDICATED. FOLLOW ALL MANUF'S RECOMMENDATION FOR APPLICATION. CERTAIN APPLICATIONS REQUIRE THERMAL / IGNITION BARRIER. REFER TO 2021 IBC SECTION 2603.

SEALANTS:

INTERIOR: ACRYLIC LATEX SEALANT: FOR USE BETWEEN JOINTS OF FIELD PAINTED METAL, GYPSUM, PLASTER, CONCRETE & MASONRY

[BASIS OF DESIGN: TREMCO TREMFLEX 834]

FIRE STOPPING: FOAMED IN PLACE SEALANT: FOR USE IN FIRE-RATED ASSEMBLIES INVOLVING MULTIPLE PIPE & CONDUIT PENETRATIONS

[BASIS OF DESIGN: DAP FIREBLOCK FOAM POLYURETHANE]

ONE-PART FIRE STOP SEALANT: FOR USE IN FIRE-RATED ASSEMBLIES INVOLVING SINGLE PIPE & CONDUIT PENETRATIONS & NARROW JOINTS

[BASIS OF DESIGN: TREMCO TREMSTOP FYRE-SIL]

FINISHES

VERIFY ALL COLORS & FINISHES OF ALL FINISH ITEMS: FLOOR COVERINGS, PAINT, FIXTURES, PLATES & SIDING W/ OWNER GYPSUM WALLBOARD (GWB): UNITED STATES GYPSUM (USG) OR APPROVED EQUAL. 1/2" GYPSUM WALLBOARD AT ALL INTERIOR SURFACES UNLESS NOTED OTHERWISE / USE MOLD RESISTANT TYPE AT SHOWERS, TUBS, SINKS, AND ANY OTHER WET LOCATIONS. TAPE ALL JOINTS AND FINISH SMOOTH (LEVEL 4 FINISH).

NOTE: WHERE TILE IS TO BE INSTALLED AT TUBS AND SHOWERS, INSTALL FIBERGLASS MAT WATER RESISTANT GYPSUM BACKING PANEL (GEORGIA

PACIFIC-DENSGUARD TILE BACKER OR EQUAL)

PAINT: SURFACES TO BE PAINTED OR STAINED SHOULD BE PROPERLY CLEANED AND PREPARED TO RECEIVE FINISH. ALL EXTERIOR PAINT AND STAINS SHOULD BE ALLOWED 48 HOURS TO DRY BETWEEN COATS; INTERIOR FINISHED SHOULD BE ALLOWED 24 HOURS BETWEEN COATS TO DRY (BASIS OF DESIGN:

FINNERAN & HALEY)

EXTERIOR: WOOD: (1) COAT ACRYLIC PRIMER, PORTER OR APPROVED EQUAL PLUS (2) COATS ACRYLIC LATEX SEMI-GLOSS

METAL: (1) COAT CEMENT OIL PRIMER (RUST INHIBITIVE) PLUS (2) COATS ALKYD ENAMEL, EGGSHELL

MASONRY: (1) COAT ACRYLIC BONDING PRIMER PLUS (2) COATS ACRYLIC LATEX FLAT SHEEN

INTERIOR: GWB: (1) COAT ACRYLIC PRIMER PLUS (2) COATS FLAT LATEX WALL PAINT

METAL: (1) COAT OIL BASED PRIMER OR WHITE LACQUER UNDERCOATER PLUS (2) COATS ENAMEL SEMI-GLOSS

WOOD: (1) COAT ACRYLIC PRIMER PLUS (2) COATS ALKYD ENAMEL, EGGSHELL

ACCOUSTICAL CEILING TILE (ACT): PROVIDE TILE AND GRID SYSTEM IN AREAS DESIGNATED - SEE FINISH SCHEDULE

HVAC

FURNISH & INSTALL SERVICES, EQUIPMENT, CONTROLS, DUCTWORK, INSULATION, GRILLES, REGISTERS, REFRIGERANT PIPING & OTHER MATERIALS AS REQUIRED TO MEET ENERGY CODE. CONTACT LOCAL CODE OFFICIAL TO VERIFY ALL REQUIREMENTS. HVAC CONTRACTOR TO PROVIDE DESIGN AND DOCUMENTS IN COMPLIANCE WITH ALL CODES AS REQUIRED BY LOCAL MUNICIPALITIES. CONTRACTOR TO COORDINATE WITH ARCHITECT ON REQUIRED CHASES PRIOR TO FRAMING. CONTRACTOR SHALL VERIFY DRYER VENTING TO CONVEY ALL MOISTURE & ANY PRODUCTS OF COMBUSTION TO THE EXTERIOR.

ELECTRICAL

ELECTRICAL PLANS ARE DIAGRAMMATIC & SHOULD BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS AND WORK OF OTHER TRADES PERMIT. FURNISH AND INSTALL ALL WIRING, PANEL BOXES, CIRCUIT BREAKERS, SWITCHES, RECEPTACLES, ETC. FOR A COMPLETE WORKING ELECTRICAL SYSTEM. SIZE OF SERVICE, LAYOUT OF CIRCUITS, ETC. BY ELECTRICAL ENGINEER. CONTACT CODE OFFICIAL TO VERIFY ALL ELECTRICAL REQUIREMENTS. REFER TO CURRENT IBC-CHAPTER 27 AND CURRENT NEC.

CODE REQUIREMENTS FOR ALL ELECTRICAL DEVICE CONFIGURATION VERIFY THAT SMOKE ALARMS INSTALLED WITHIN A DWELLING UNIT SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THAT INDIVIDUAL UNIT. PROVIDE STEEL PLATE "RACO" PROTECTORS TO PROTECT ALL

NON-METALIC SHEATHED CABLES WITHIN 1-1/4" OF THE EDGE OF A STUD.

Finish Schedule:

C R

O

SB

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IT-SERVER ROOM

OFFICE

OPEN OFFICE

DN2

2 4

1 3 1 3 1 3

2 4

51 3 1 3

2 4

INTERVIEW

ROOM

1 3

2 4

2 4

7 7

7 7

9 9

DEMOLITION GENERAL NOTES

WALL KEY

ITEMS TO BE DEMOLISHED

DEMOLITION KEY NOTES

PROJECT

NORTH

REMOVE GWB WALL FINISH AND PREPARE WALL FOR NEW

FINISH. INSPECT ALL METAL STUDS. NOTIFY PROJECT

MANAGER OF ANY DAMAGED STUDS. REPLACE AS REQUIRED. -

SEE DETAIL 2/A2

EXISTING TO REMAIN

1. DO NOT SCALE DRAWINGS.

2. ENSURE AREA OF DEMOLITION IS ENTIRELY ON THE SUBJECT

PROPERTY. MAINTAIN ALLEYS & EASEMENTS SHARED BY

NEIGHBORING PROPERTIES

3. PROTECT ADJACENT PROPERTIES FROM DAMAGE & DEMOLITION

DEBRIS; PROTECT PEDESTRIANS, VEHICLES, AND THE PUBLIC

RIGHT OF WAY FROM DAMAGE & DEMOLITION DEBRIS

4. ENSURE ALL GAS, WATER, ELECTRIC AND ALL UTILITIES

SUPPLYING THE SITE HAVE BEEN PROPERLY DISCONNECTED OR

SHUT OFF PRIOR TO COMMENCEMENT DEMOLITION.

5. CUTTING AND REMOVAL INDICATED ON THE DRAWINGS ARE

GENERAL INDICATIONS ONLY AND MAY NOT SHOW FULL EXTENT

OF THE WORK TO BE REMOVED. FIELD VERIFY THE COMPLETE

EXTENT OF DEMOLITION WORK INVOLVED

6. BEFORE BEGINNING ANY CUTTING OR DEMOLITION WORK,

CONTRACTOR SHALL CAREFULLY SURVEY CONDITIONS AND

DETERMINE THE EXTENT OF THE WORK TO BE DONE.

7. COORDINATE WITH ARCHITECT & STRUCTURAL ENGINEER PRIOR

TO REMOVING ANY EXISTING STRUCTURAL MEMBERS.

8. PROVIDE AND MAINTAIN BRACING AND SHORING TO PROTECT

THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE TO

REMAIN.

9. PRIOR TO DEMOLITION, COORDINATE WITH OWNER ON ALL ITEMS

TO BE REMOVED AND STORED FOR LATER USE.

10.REMOVALS SHALL BE PERFORMED WITHOUT DAMAGE TO

ADJACENT RETAINED WORK, HOWEVER WHERE SUCH WORK IS

DAMAGED, THE CONTRACTOR SHALL PATCH, REPAIR OR

OTHERWISE RESTORE DAMAGED ITEMS TO THEIR ORIGINAL

CONDITION, TO THE SATISFACTION OF THE OWNER, AT NO

ADDITIONAL COST TO THE OWNER.

11.REMOVE WALLS, PARTITIONS, DOORS, WINDOWS, AND

EQUIPMENT AS INDICATED ON FLOOR PLANS. REMOVE ALL

DEBRIS FROM BUILDING AND LEAVE CLEAN.

12.MASONRY WALLS AND PORTIONS OF MASONRY WALLS FOR NEW

OPENINGS AND NEW STEEL COLUMNS: WHERE NEW OPENINGS

ARE TO BE PROVIDED IN EXISTING MASONRY WALLS, EXISTING

MASONRY BLOCK SHALL BE REMOVED AS WHOLE UNITS OR CUT

EVENLY; VERTICAL EDGES SHALL BE PLUMB AND HORIZONTAL

EDGES SHALL BE LEVEL. MASONRY UNITS TO BE REMOVED

SHALL BE REMOVED FLUSH WITH WALL OR TO THE LIMITS

NECESSARY TO PROVIDE OPENINGS OF THE SIZES INDICATED.

13.WIRING, SWITCHES AND OUTLETS SHALL BE REMOVED AS

NECESSARY TO COMPLETE WORK INDICATED. WHERE WIRING IS

TO BE REMOVED, IT SHALL BE REMOVED BACK TO THE THE

NEAREST OUTLET OR JUNCTION BOX TO REMAIN IN SERVICE.

14.WHERE EXISTING ELECTRICAL WORK IS AFFECTED BY

DEMOLITION OR NEW CONSTRUCTION, RELOCATE AS

REQUIRED. COORDINATE WITH NEW ELECTRICAL WORK.

15.WHERE MECHANICAL AND ELECTRICAL EQUIPMENT HAS BEEN

REMOVED, REMOVE EXISTING HANGERS FOR EACH EQUIPMENT.

16. VERIFY WITH OWNER ON EXTENT OF FLOOR FINISH REMOVAL

AND/OR REFINISHING

17.REMOVE CEILING FINISHES AS REQUIRED IN AREAS OF WORK.

PATCH AS REQUIRED UPON COMPLETION

+0'-0" INDICATES HEIGHT OF

EXISTING SURFACE

NO WORK IN THIS AREA

REMOVE CARPET (TILE) AND WALL BASE THROUGHOUT.

PREPARE AREA FOR NEW FINISH

REMOVE VERTICAL BLINDS AND ASSOCIATED HARDWARE.3

REMOVE CEILING TILE, LIGHT FIXTURES, AND HVAC GRILLS.

SALVAGE HVAC GRILLS FOR RE-USE (CEILING GRID TO

REMAIN) - SALVAGE ALL UNDAMAGED 2x5 CEILING TILES FOR

REUSE BY OWNER. COORDINATE WITH OWNER ON LOCATION

OF STORAGE AREAS.

REMOVE BUILT-IN SHELF.5

REMOVE LOOSE / DAMAGED FINISH ON WALL PANEL &

PREPARE FOR NEW FINISH.

REMOVE ALL DAMAGED GWB AROUND COLUMNS. INSPECT ALL

METAL STUDS - NOTIFY PROJECT MANAGER OF ANY DAMAGED

STUDS - REPLACE AS REQUIRED - SEE DETAIL 2/A2.

REMOVE DOOR - SALVAGE ALL ACOUSTICAL PANELS ON DOOR

FOR REAPPLYING TO NEW DOOR. IF UNABLE TO REUSE,

PROVIDE NEW.

REMOVE AND TAG LOCATION OF ALL PERIMETER RADIATOR

COVERS. STORE FOR RE-INSTALLATION WHEN WORK IS

COMPLETED.

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SCALE:1 THIRD FLOOR DEMOLITION PLAN

1/8" = 1'-0"

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text Plans, specifications, reports, documents, or other information recorded on or transmitted as electronic media are subject to undetectable alteration, either intentional or unintentional, due to, among other causes, transmission, conversion, media degradation, software error or human alteration. all such documents are provided for informational purposes only and not as an end product nor as a record document. any reliance thereon is deemed to be unreasonable and unenforceable. All drawings, specifications, and related documents are copyright of the architect and must be returned upon request. reproduction of drawings, specifications, and related documents in part or whole is forbidden without the architects written permission. Do not scale drawings

AutoCAD SHX Text

160 E 7TH STREET

AutoCAD SHX Text

CHESTER, PA 19013

AutoCAD SHX Text 026 072

AutoCAD SHX Text

24 JULY 2026

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text -----2026

AutoCAD SHX Text

PERMIT

C

O

SB

Y

ST

R

EE

T

E 7TH STREET

DN1 4

1 4

1 4

1 4

2 8 2 2 8 2

1 4

1 4

INTERVIEW

ROOM

1 4

6 9

8 8 8

11 11

12 12

GENERAL NOTES

EXISTING WALL CONSTRUCTION

PROJECT

NORTH

SYMBOLS

1. DO NOT SCALE DRAWINGS.

2. DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF

BLOCK UNLESS NOTED OTHERWISE.

3. DOOR SIZES INDICATE SIZE OF DOOR ONLY NOT FRAME

SIZE. DOOR R.O. EITHER CENTERED IN SPACE OR 4 1/2" OFF

CORNER.

4. REFER TO SPECIFICATION SHEET FOR ADD'L INFO.

5. ALL WALLS AND COLUMNS IN AREA OF WORK TO BE

PREPARED FOR FINISH AND PAINTED (THIS INCLUDES

FILLING & FINISH IN ALL HOLES, DENTS & SCRAPED IN

WALLS).

6. ALL DOOR FRAMES TO BE PAINTED. SEE FINISH SCHEDULE

FOR PAINT.

7. PAINT ALL RADIATOR COVERS.

1 PROVIDE NEW FLOOR FINISH - SEE FINISH SCHEDULE ON

CS1.

KEY NOTES

+0'-0" INDICATES HEIGHT OF EXISTING SURFACE

+0'-0" INDICATES HEIGHT OF NEW SURFACE

NO WORK IN THIS AREA

2 PROVIDE NEW 5 8" GWB OVER EXISTING METAL STUD

WALL. CONTRACTOR TO PROVIDE AN ALLOWANCE FOR

REPLACEMENT OF 10% OF EXTERIOR WALL STUDS. - SEE

DETAIL 2/A2 FOR STUD REPLACEMENT. PACK EXTERIOR

WALL WITH MINERAL WOOL INSULATION.

3 PROVIDE NEW TRANSFER GRILL AT BOTTOM OF DOOR.

4 PROVIDE NEW RUBBER BASE THROUGHOUT - SEE FINISH

SCHEDULE ON CS1.

6 PROVIDE NEW CEILING TILE IN EXISTING GRID

THROUGHOUT - SEE FINISH SCHEDULE AND REFLECTED

CEILING PLAN.

7 PROVIDE NEW SOLID WOOD DOOR WITHOUT GRILLE -

STYLE AND FINISH TO MATCH EXISTING, PROVIDE FLOOR

SWEEP AND WEATHER STRIPING FOR SOUND

ATTENUATION. - SEE FINISH SCHEDULE.

8 PROVIDE NEW CONTINUOUS VERTICAL BLINDS AND

HARDWARE AT ALL WINDOWS.

9 PROVIDE 6" BATT INSULATION IN CEILING FOR SOUND

ATTENUATION.

5 REFINISH DAMAGED AREA OF WALL PANEL TO MATCH

EXISTING, AND PAINT.

10 PROVIDE TRANSITION STRIP BETWEEN NEW AND

EXISTING FLOOR FINISH.

11 REPAINT DOOR. SEE FINISH SCHEDULE FOR PAINT.

12 CLEAN, REPAINT, AND REINSTALL ALL PERIMETER

RADIATOR COVERS IN ORIGINAL LOCATIONS. PROVIDE

NEW COVERS IF MISSING.

DAMAGED METAL STUD: LARGE

HOLES OR RUST AFFECTING

STRUCTURAL INTEGRITY

NEW METAL STUD SET

ADJACENT TO DAMAGED

STUD, SAME HEIGHT

PROVIDE SECURE ATTACHMENT

OF NEW STUD TO DAMAGED

STUD @16"O.C. VERT.

REPLACE ANY RUSTED STUDS

ENCOUNTERED IN KIND

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SCALE:1 THIRD FLOOR PROPOSED PLAN

1/4" = 1'-0"

SCALE:2 METAL STUD REPLACEMENT DETAIL

3" = 1'-0"

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text Plans, specifications, reports, documents, or other information recorded on or transmitted as electronic media are subject to undetectable alteration, either intentional or unintentional, due to, among other causes, transmission, conversion, media degradation, software error or human alteration. all such documents are provided for informational purposes only and not as an end product nor as a record document. any reliance thereon is deemed to be unreasonable and unenforceable. All drawings, specifications, and related documents are copyright of the architect and must be returned upon request. reproduction of drawings, specifications, and related documents in part or whole is forbidden without the architects written permission. Do not scale drawings

AutoCAD SHX Text

160 E 7TH STREET

AutoCAD SHX Text

CHESTER, PA 19013

AutoCAD SHX Text 026 072

AutoCAD SHX Text

24 JULY 2026

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text -----2026

AutoCAD SHX Text

PERMIT

AutoCAD SHX Text

FIRE ALARM CLARIFICATIONS

AutoCAD SHX Text 12/5/2023

AutoCAD SHX Text

ARCHITECTURAL REVISIONS

03/12/2026

S S

SS

S S

SS

SIT-SERVER ROOM OFFICE

OFFICE

S

INTERVIEW

ROOM

INTERVIEW

ROOM

S

S

S

S

S

S S

S

S

S

OPEN OFFICE

+8'-1" +8'-6"

+8'-6"

+8'-6"

+8'-6" (E

X)

(E X)

(EX)(EX)

2' -0

2'

-0

2' -0

2'

-0

(E X)

(E X)

(E X)

(E X)

(E X)

(E X)

(E X)

(E X)

(E X)

(E X)

(EX)

(EX)

4 4 4 4 4 4

2' -0

TY

P.

3'

-0

TY

P.

2' -0

TY

P.

3'

-0

TY

P.2'-0"

TYP.

EQ

EQ

NEW

GRID

EXISTING 2'x5' GRID

EXIT LIGHT

FIRE EXTINGUISHER

ELECTRICAL NOTES

LEGEND

CH X'-X"

ACOUSTICAL

CEILING TILE

GWB CEILING WITH

TAPED AND FILLED

JOINTS FOR PAINT

FINISH

NEW VERTICAL

BLINDS

PROJECT

NORTH

2x2 FIXTURE

RETURN GRILLE

SUPPLY GRILLE

FE

1. INDICATES CEILING HEIGHT ABOVE FINISH

FLOOR

2. ELECTRICAL CONTRACTOR TO COORDINATE ALL WORK

WITH FIXTURES, APPLIANCES AND EQUIPMENT SPECIFIED

3. ELECTRICAL CONTRACTOR TO PROVIDE ANY ELECTRICAL

WORK NECESSARY FOR FIXTURES, APPLIANCES AND

EQUIPMENT SPECIFIC W=TO FULLY OPERATE

SUCCESSFULLY WHETHER INDICATED OR NOT

4. ALL CEILING GRIDS TO BE PAINTED

5. ALL HVAC GRILLS TO BE PAINTED

6. ALL EXISTING LIFE SAFETY FIXTURES TO REMAIN

PULL STATIONP

FIRE ALARM STROBE

1 PROVIDE 6" THICK MINERAL WOOL SOUND INSULATION

OVER ENTIRE CEILING - OVERLAP WALLS.

KEY NOTES

2 DASHED LINE INDICATED NEW CEILING GRID SEGMENT

TO REDUCE SIZE OF CEILING TILE.

3 RELOCATE EXISTING SPEAKER.

S SPRINKLER HEAD

(EXISTING)

LINEAR GRILLE

4 INSTALL NEW VERTICAL BLINDS AT ALL WINDOW

LOCATIONS INDICATED. BASIS OF DESIGN:

HUNTER-DOUGLAS. COLOR TBD.

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SCALE:1 THIRD FLOOR REFLECTED CEILING PLAN

1/4" = 1'-0"

AutoCAD SHX Text

REV.#

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text REV. Date

AutoCAD SHX Text REV. Notes

AutoCAD SHX Text Plans, specifications, reports, documents, or other information recorded on or transmitted as electronic media are subject to undetectable alteration, either intentional or unintentional, due to, among other causes, transmission, conversion, media degradation, software error or human alteration. all such documents are provided for informational purposes only and not as an end product nor as a record document. any reliance thereon is deemed to be unreasonable and unenforceable. All drawings, specifications, and related documents are copyright of the architect and must be returned upon request. reproduction of drawings, specifications, and related documents in part or whole is forbidden without the architects written permission. Do not scale drawings

AutoCAD SHX Text

160 E 7TH STREET

AutoCAD SHX Text

CHESTER, PA 19013

AutoCAD SHX Text 026 072

AutoCAD SHX Text

24 JULY 2026

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text -----2026

AutoCAD SHX Text

PERMIT

AutoCAD SHX Text

FIRE ALARM CLARIFICATIONS

AutoCAD SHX Text 12/5/2023

AutoCAD SHX Text

ARCHITECTURAL REVISIONS

03/12/2026