2-2026-07-07 26-0014 RACC Warehouse Issued for Bid.pdf

ID DESCRIPTION DATE

B00 ISSUED FOR BID/PERMIT 6/30/2026

W A

RE

H

O

US

E

RE

N O

V A

TIO

N

S

READING AREA

COMMUNITY COLLEGE

CONSTRUCTION DOCUMENTS

REVISION HISTORY

GENERAL

INFORMATION

A-001

PROJ. MGR.: BRAD BLANKENBILLER

PROJECT #:

26-0014

PROFESSIONAL SEAL

1 2 6 8 P E N N A V E N U E W Y O M I S S I N G , P A 1 9 6 1 0

6 1 0 . 3 7 6 . 4 9 2 7 w w w . M G - A r c h i t e c t s . c o m

BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING

SHEET TITLE:

DRAWN BY: EMG

CLIENT PROJ #: 26-27-001

SCOTT GRAHAM AIA, LEED AP+

SCOTTG@MG-ARCHITECTS.COM

RE

A

D

IN

G A

RE

A

C O

M M

UN

ITY

C O

LL

EG

E

SP

RU

C E

ST

RE

ET

R

EA

D

IN

G

, P A contact: DOLORES PETERSON, SENIOR VP

10 SOUTH SECOND STREET

READING, PA 19602

610.607.6265

DPETERSON@RACC.EDU

VERIFY SCALE

e-MAIL: BRADB@MG-ARCHITECTS.COM

RACC Warehouse.pln | P:\26-0014.0_RACC_Warehouse\1-Design\RACC Warehouse.pln | 7/7/2026 | 10:27 AM

A R C H I T E C T U R A L D E S I G N I N T E R I O R D E S I G N C O D E A N A L Y S I S

P L A N N I N G S E R V I C E S R E P O R T S A N D S T U D I E S

E N G I N E E R I N G S E R V I C E S H I S T O R I C P R E S E R V A T I O N

COPYRIGHT © 2026 ALL RIGHTS RESERVED. NEITHER ALL NOR

ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED,

COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT

TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF

MG ARCHITECTS, LTD. THESE PLANS, DESIGNS AND SUBJECT

MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN

ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO

ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN

PERMISSION AND CONSENT OF MUHLENBERG GREENE

ARCHITECTS, LTD. THIS DOCUMENT IS AN ARTICLE OF SERVICE

AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE

EXPRESSLY RESERVED BY MG ARCHITECTS, LTD.

ABBREVIATIONS

PROJECT DRAWING LIST

GENERAL & CODE INFO

ARCHITECTURAL DEMOLITION & ABATEMENT PLANS

PLANS

ENLARGED PLANS

DETAILS

A-001

A-002

AD-101

A-101

A-401

A-501

GENERAL INFORMATION

CODE SUMMARY AND LIFE SAFETY PLAN

DEMOLITION PLAN

FLOOR PLANS

INTERIOR ELEVATIONS

DETAILS

OFFICE

1.

A-401

B2

C3

D4

A1

6" TYPICAL, UNLESS

OTHERWISE NOTED

1.01.01

1.01.01

101.1

GRAPHIC SYMBOLS

INTERIOR ELEVATION MARKER

INDICATES ELEVATION

LOCATION ON SHEET

INDICATES SHEET

ON WHICH DRAWING

IS SHOWN

ELEVATION / SECTION MARKER

INDICATES ELEVATION

LOCATION ON SHEET

INDICATES SHEET

ON WHICH ELEVATION

IS SHOWN

XX

XX

YY

DETAIL / ENL. PLAN MARKER

ROOM DESIGNATION

WINDOW MARKER

DOOR IDENTIFIERS

ROOM NAME

ROOM NUMBER

WALL TYPE MARKER 4B

SKYLIGHT MARKER

DOOR IDENTIFIER

(ELEVATIONS/SECTIONS)

ENLARGED PLAN

REFERENCE

KEYNOTE IDENTIFIERS

XX

YY

DOOR

IDENTIFIER

(PLANS)

KEYNOTE;

SEE KEYNOTE LEGEND

ON DRAWING'S LAYOUT

ALTERNATE KEYNOTE;

SEE KEYNOTE LEGEND

ON DRAWING'S LAYOUT

(SEE PARTITION LEGEND)

REVISION No.

DRAWING REVISION MARKER

CLOUD DENOTES

CURRENT REVISION ISSUE

PAST REVISION MARKER

(REFERENCE ONLY)

INDICATES DETAIL

LOCATION ON

SHEET

INDICATES SHEET

ON WHICH DETAIL

IS SHOWN

Untitled map

Untitled layer

Untitled layer

Untitled layer

C-CAN (OPTIONAL)

CONSTRUCTION

WASTE DUMPSTER

CHESTNUT STREET

S 2N

D

ST

RE

ET

SPRUCE STREET

LOT 'H'

CONSTRUCTION

ENTRANCE

DOOR #3

WORK AREA

RACC

WAREHOUSE

1 SITE PLAN

BERKS COUNTY

CITY OF READING

PROJECT

LOCATION

111 SPRUCE STREET READING, PA 19607

WAREHOUSE RENOVATIONS

A.D. AREA DRAIN

ABV. ABOVE

ADA ACCESSIBLE / AMERICANS

WITH DISABILITIES ACT

ADJ. ADJUSTABLE

A.o.R. AREA OF REFUGE

ALUM. ALUMINUM

ALT. ALTERNATE

A.F.F. ABOVE FINISHED FLOOR

AC. ACOUSTIC / ACOUSTICAL

A.F. ALUMINUM FACE

APPX. APPROXIMATE /

APPROXIMATELY

ASBO AS SELECTED BY OWNER

BD. BOARD

BLK. BLOCK / BLOCKING

BLDG. BUILDING

B.O. BOTTOM OF

B.O.S. BOTTOM OF STEEL

CAB. CABINET

C.C. CENTER-TO-CENTER

CLG. CEILING

CLOS. CLOSET

C.M. CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNIT

C.J. CONTROL JOINT

CONC. CONCRETE

CORR. CORRIDOR

COL. COLUMN

CONT. CONTINUE / CONTINUOUS

CONTR. CONTRACTOR

DIA. DIAMETER

DTL. DETAIL

DN DOWN

DWG. DRAWING

DEPT. DEPARTMENT

DBL. DOUBLE

DIM. DIMENSION

DR. DOOR

EXIST. EXISTING

EQ. EQUAL

E.C. ELECTRICAL CONTRACTOR

EL. ELEVATION

ELEV. ELEVATOR

ELEC. ELECTRIC / ELECTRICAL

EXP. EXPANSION

EXT. EXTERIOR

EA. EACH

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

FIN. FINISH / FINISHED

FLR. FLOOR

F.O. FACE OF

F.P./FP FILLER PANEL

FT. FEET / FOOT

FLUOR. FLUORESCENT

GYP. GYPSUM

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

HR. HOUR

H.P. HIGH POINT

HVAC HEAT, VENTILATION, AIR-

CONDITIONING

HORIZ. HORIZONTAL

HT. HEIGHT

INSUL. INSULATION / INSULATING

I.D. INSIDE DIAMETER

INCAND. INCANDESCENT

JAN. JANITOR

JT. JOINT

LBS. POUNDS

LAV. LAVATORY

LAM. LAMINATE

L.P. LOW POINT

MAX. MAXIMUM

MFR. MANUFACTURER /

MANUFACTURED

MTL. METAL

MIN. MINIMUM

MIRR. MIRRORED

MTD. MOUNTED

M.O. MASONRY OPENING

MISC. MISCELLANEOUS

MECH. MECHANICAL

N.I.C. NOT IN CONTRACT

NO. NUMBER

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPP. OPPOSITE

OPG. OPENING

P.C. PLUMBING CONTRACTOR

P.F. PANEL FACE

PR. PAIR

P.T. PRESSURE TREATED

PL. LAM PLASTIC LAMINATE

QTY. QUANTITY

R RISER

R.W.C. RAIN WATER CONDUCTOR

REINF. REINFORCING / REINFORCED

REQ. REQUIRED

R.O. ROUGH OPENING

REV. REVISED / REVISION

REFL. REFLECTED

REC. RECESSED

RAD. RADIUS

S.S. STAINLESS STEEL

ST. STREET

SIM. SIMILAR

STL. STEEL

SQ. SQUARE

SAN. SANITARY

SUSP. SUSPENDED

STD. STANDARD

SPEC. SPECIFICATION

TEL. TELEPHONE

T.O. TOP OF

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TOIL. TOILET

TYP. TYPICAL

THK. THICK

TMP. TEMPERED

T.S.G. TEMPERED SAFETY

GLASS

U.N.O. UNLESS NOTED

OTHERWISE

U.L. UNDERWRITERS

LABORATORIES

VEST. VESTIBULE

V.C.T. VINYL COMPOSITION

TILE

W/ WITH

W.C. WATER CLOSET

WD WOOD

& AND

@ AT

± PLUS OR MINUS

° DEGREE

∠ ANGLE

[ CHANNEL

# NUMBER

□ SQUARE

Ø ROUND / DIAMETER

℄ / C.L. CENTER LINE

⅊ / PL. PLATE

∏ U-BAR

∟ LEG-BAR

OWNER

READING AREA COMMUNITY COLLEGE

10 SOUTH SECOND STREET READING PA 19602

CONTACT: DOLORES PETERSON, SENIOR VP

PHONE: 610.607.6265

EMAIL: DPETERSON@RACC.EDU

ARCHITECT

MUHLENBERG GREENE ARCHITECTS LTD.

1268 PENN AVENUE WYOMISSING PA 19610

PHONE: 610.376.4927

CONTACT: SCOTT GRAHAM AIA, LEED AP+

EMAIL: SCOTTG@MG-ARCHITECTS.COM

PROJECT DIRECTORY

REGIONAL MAP COUNTY MAP SITE LOCATION

SITE PLAN NOTES

1. GC TO PROVIDE PROTECTION AT ALL CURBS AND

EXISTING PAVING TO REMAIN IN CONSTRUCTION

CIRCULATION ZONES AND ACCESS ROUTES.

2. CONTRACTOR SHALL COORDINATE FINAL SITE

LOGISTICS WITH INPUT FROM OTHER PRIMES AND

OWNER.

GENERAL NOTES

1. EACH PRIME CONTRACTOR AND ITS SUBCONTRACTORS SHALL

VERIFY EXISTING CONDITIONS AND ALL DIMENSIONS BEFORE

PROCEEDING WITH THE WORK OR PURCHASING ANY MATERIALS.

VERIFY LAYOUT IN RELATION TO PROPERTY LINES, BENCH MARKS,

OR OTHER FIXED CONDITIONS AND REPORT DISCREPANCIES TO

ARCHITECT IMMEDIATELY UPON DISCOVERY.

2. ALL CONTRACTOR(S) SHALL COMPARE AND COORDINATE THE

DRAWINGS AND SPECIFICATIONS WITH THEIR OWN WORK AND

ADJACENT WORK. EACH IS REQUIRED TO NOTIFY ARCHITECT OF

DISCREPANCIES OR INCOMPLETE INFORMATION WITHIN THE

CONTRACT DOCUMENTS OR DESIGN INTENT IMMEDIATELY UPON

DISCOVERY. EACH CONTRACTOR SHALL OBTAIN CLARIFICATION

PRIOR TO PROCEEDING WITH THE WORK OR RELATED WORK.

3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING THE WORK SITE IN A CLEAN AND ORDERLY

MANNER AND ALLOW FOR SAFE USE OF PREMISES BY THE OWNER,

OCCUPANTS AND VISITORS. EACH PRIME AND/OR SUBCONTRACTOR

SHALL BE RESPONSIBLE TO MAINTAIN CLEANLINESS AND PROTECTION

OF ITS OWN WORK AREAS, WORKMANSHIP, AND PROTECTION OF

ADJACENT WORK.

4. EACH PRIME CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,

PROCEDURES, SITE SAFETY, EROSION AND SEDIMENTATION CONTROL,

AND COORDINATING WITH THE WORK OF OTHER TRADES.

5. GENERAL CONTRACTOR IS THE DESIGNATED LEAD PRIME CONTRACTOR

AND SHALL COORDINATE CONSTRUCTION ACTIVITIES AND EXTENTS OF

WORK WITH OTHER PRIME CONTRACTORS, OWNER'S STAFF AND

VENDORS WHEN REQUIRED FOR FULL EXECUTION OF THE WORK.

HE SHALL COORDINATE WORK AREAS, LOGISTICS AND SCHEDULES

WITH THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

6. ALL REFUSE SHALL BE PROPERLY DISPOSED OF OFF-SITE IN A LEGAL MANNER.

SEE THE PROJECT SPECIFICATIONS FOR WASTE DISPOSAL ASSIGNMENTS

AND RESPONSIBILITIES.

7. EACH PRIME CONTRACTOR SHALL PROVIDE WORKERS EXPERIENCED IN

THE TRADES AND ACTIVITIES TO BE PERFORMED AND BE FAMILIAR WITH THE

PRODUCTS, MATERIALS, AND FINISHES INVOLVED IN THE SCOPE OF WORK

OF THIS PROJECT. CONTRACTORS SHALL PROVIDE INSTALLERS CERTIFIED

OR ACCREDITED BY APPLICABLE MANUFACTURERS AND/OR TRADE ASSOCIATIONS

WHERE SPECIFIED.

8. EACH PRIME CONTRACTOR SHALL PERFORM DEMOLITION CUTTING IN

SUCH A MANNER THAT PATCHED AREAS MAY BE RETURNED TO UNIFORM CONDITION

AND APPEARANCE WITH SURROUNDINGS. EACH CONTRACTOR SHALL REPAIR

OR REPLACE ANY DAMAGE TO THE SITE CAUSED BY ITS DEMOLITION AND

CONSTRUCTION ACTIVITIES.

9. GENERAL CONTRACTOR SHALL PLAN THE SCHEDULE OF ACTIVITIES TO MAINTAIN

THE SECURITY OF THE BUILDING THROUGHOUT THE CONSTRUCTION PROCESS.

GENERAL CONTRACTOR SHALL LOCK AND SECURE PROJECT AREA AT THE END

OF EACH WORK DAY.

10. EACH PRIME CONTRACTOR SHALL ENSURE THAT ALL WORK AREAS ENCOMPASSED WITHIN

ITS SCOPE OF WORK, INCLUDING THOSE ON ROOFS, SHALL BE IN COMPLIANCE WITH

OSHA STANDARDS AND REQUIREMENTS, INCLUDING ANY FLAGGING, TIE-OFFS,

AND TEMPORARY BARRIERS.

11. THE OWNER RESERVES THE RIGHT TO KEEP ANY ITEMS REMOVED AS SCHEDULED

IN THE DOCUMENTS FOR REMOVAL OR LATER IDENTIFIED IN THE FIELD.

ALL OTHER REMOVED ITEMS SHALL BE COME THE PROPERTY AND RESPONSIBILITY

OF THE CONTRACTOR FOR LEGAL DISPOSAL.

12. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND

FEDERAL CODES, ORDINANCES AND REGULATIONS AS APPLICABLE.

13. THE ARCHITECT AND OWNER ACCEPTS NO RESPONSIBILITY FOR CHANGES OR

DEVIATIONS FROM THE PROJECT DOCUMENTS UNLESS AUTHORIZED VIA

WRITTEN CORRESPONDENCE FROM THE ARCHITECT OR OWNER.

14. THE SERVICES TO BE PERFORMED BY THE ARCHITECT UNDER THE OWNER-ARCHITECT

AGREEMENT ARE INTENDED SOLELY FOR THE BENEFIT OF THE OWNER. NOTHING CONTAINED

HEREIN SHALL CONFER ANY RIGHTS UPON OR CREATE ANY DUTIES ON THE PART OF THE

ARCHITECT TOWARD ANY PERSON(S) NOT A PARTY TO THE OWNER-ARCHITECT AGREEMENT

INCLUDING, BUT NOT LIMITED TO ANY CONTRACTOR, SUBCONTRACTOR, SUPPLIER, OR

THE AGENTS, OFFICERS, EMPLOYEES, INSURERS OR SURETIES OF ANY SUCH PERSON(S).

15. ANY DAMAGE TO EXISTING CONDITIONS OR NEW WORK SHALL BE IMMEDIATELY REPORTED

TO THE OWNER'S REPRESENTATIVE, CONTRACTOR RESPONSIBLE FOR THE DAMAGED WORK,

GENERAL CONTRACTOR AND ARCHITECT. REPAIR OF THE WORK SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR THAT COMMITTED THE DAMAGE. SEE MULTIPLE-CONTRACT SUMMARY

FOR FURTHER INFORMATION.

16. GENERAL CONTRACTOR SHALL FULLY CLEAN WORK SITE AT COMPLETION OF WORK USING

MANUFACTURER RECOMMENDED PRODUCTS AND METHODS. CLEANING SHALL BE COMPLETED

IN ALL WORK AND WORK-ADJACENT AREAS IMPACTED BY CONSTRUCTION. CLEANING SHALL

INCLUDE REMOVAL OF ALL TRASH AND DEBRIS; SWEEPING, VACUUMING AND MOPPING OF

FLOORS; DUSTING OF ALL HORIZONTAL AND VERTICAL SURFACES; CLEANING, POLISHING AND

SANITIZATION OF ALL FIXTURES AND ACCESSORIES; REMOVAL OF SEALANT AND PAINT RESIDUE;

EXTERIOR AND INTERIOR CLEANING OF CASEWORK/MILLWORK; AND CLEANING OF ALL

WINDOWS AND GLASS SURFACES.

17. WHERE APPLICABLE, GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE FOR

OBSTRUCTED PATHWAYS INDICATING SAFE ROUTES. GENERAL CONTRACTOR TO PROVIDE

TEMPORARY PROTECTION OF ALL WALKWAYS THROUGH FINISHED AREAS WITHIN WORK AREA,

AND THOSE USED FOR ACCESS TO AND FROM THE WORK AREA (INCLUDING ADJACENT GRASS

AND PLANTING) TO PREVENT DAMAGE FROM EQUIPMENT AND CONSTRUCTION ACTIVITIES.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING SITE AT COMPLETION OF THE WORK.

18. EACH PRIME CONTRACTOR/VENDOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS, EQUIPMENT, TEMPORARY FACILITIES, AND APPLICABLE SUB-CONTRACTORS AS REQUIRED TO

PERFORM THE SCOPE OF WORK IDENTIFIED IN THESE DOCUMENTS. SEE SPECIFICATIONS FOR

FURTHER INFORMATION AND SPECIAL EXEMPTIONS.

19 THE PROJECT SHALL HAVE TWO (2) PRIME CONTRACTORS.

GENERAL TRADES (GC)

ELECTRICAL (EC)

SEE ALSO SPECIFICATION SECTION 011200 "MULTIPLE CONTRACT SUMMARY".

20. THROUGHOUT THESE DRAWINGS SCOPES OF WORK ARE ASSIGNED TO EACH

PRIME CONTRACTOR WHERE THE ASSIGNED CONTRACTOR MAY OTHERWISE BE AMBIGUOUS

OR THE ARCHITECT HAS INTENTIONALLY ASSIGNED THE WORK TO A PRIME CONTRACTOR.

EACH PRIME CONTRACTOR SHALL REVIEW THE PROJECT DOCUMENTS AND REQUEST

CLARIFICATION FOR ANY SCOPES OF WORK NOT CLEARLY ASSIGNED OR COMMONLY

INTERPRETED TO BE WITHIN ITS SCOPE OF WORK. IF NO PRIME CONTRACTOR IS SPECIFIED,

THE WORK IS NOT ASSIGNED TO "BY OWNER" OR "BY OTHERS"; AND THE WORK IS NOT

INHERENTLY ATTRIBUTABLE TO A PRIME CONTRACTOR, IT SHALL BE INTERPRETED AS

WITHING THE SCOPE OF THE GENERAL TRADES PRIME CONTRACT.

SEE ALSO SPECIFICATIONS SECTIONS 011200 "MULTIPLE CONTRACT SUMMARY"

AND 011200.01 "WORK COORDINATION SUMMARY" AS APPLICABLE.

21. EXISTING BUILDING DIMENSIONS AND CHARACTERISTICS DEPICTED ARE BASED ON

LIMITED FIELD MEASUREMENTS. SOME DIMENSIONAL VARIATION IS EXPECTED.

IN CASES WHERE CRITICAL DIMENSIONS ARE NOTED SUCH AS MINIMUM ACCESSIBLE

CLEARANCES, GENERAL CONTRACTOR IS TO VERIFY REQUIRED DIMENSIONS PRIOR

TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS.

22. DURING DEMOLITION AND CONSTRUCTION, GC SHALL PROTECT ALL EXISTING FINISHES

TO REMAIN, AND PROVIDE TEMPORARY DUST BARRIERS TO PREVENT THE MIGRATION

OF DUST TO PREVIOUSLY FINISHED AREAS OF THE BUILDING. GC SHALL BE RESPONSIBLE

FOR CLEANING ANY AND ALL AREAS AFFECTED BY IMPROPER DUST CONTROL.

W A

RE

H

O

US

E

RE

N O

V A

TIO

N

S

READING AREA

COMMUNITY COLLEGE

CONSTRUCTION DOCUMENTS

REVISION HISTORY

CODE SUMMARY

AND LIFE SAFETY

PLAN

A-002

PROJ. MGR.: BRAD BLANKENBILLER

PROJECT #:

26-0014

PROFESSIONAL SEAL

1 2 6 8 P E N N A V E N U E W Y O M I S S I N G , P A 1 9 6 1 0

6 1 0 . 3 7 6 . 4 9 2 7 w w w . M G - A r c h i t e c t s . c o m

BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING

SHEET TITLE:

DRAWN BY: EMG

CLIENT PROJ #: 26-27-001

SCOTT GRAHAM AIA, LEED AP+

SCOTTG@MG-ARCHITECTS.COM

RE

A

D

IN

G A

RE

A

C O

M M

UN

ITY

C O

LL

EG

E

SP

RU

C E

ST

RE

ET

R

EA

D

IN

G

, P A contact: DOLORES PETERSON, SENIOR VP

10 SOUTH SECOND STREET

READING, PA 19602

610.607.6265

DPETERSON@RACC.EDU

VERIFY SCALE

e-MAIL: BRADB@MG-ARCHITECTS.COM

RACC Warehouse.pln | P:\26-0014.0_RACC_Warehouse\1-Design\RACC Warehouse.pln | 7/7/2026 | 10:27 AM

A R C H I T E C T U R A L D E S I G N I N T E R I O R D E S I G N C O D E A N A L Y S I S

P L A N N I N G S E R V I C E S R E P O R T S A N D S T U D I E S

E N G I N E E R I N G S E R V I C E S H I S T O R I C P R E S E R V A T I O N

COPYRIGHT © 2026 ALL RIGHTS RESERVED. NEITHER ALL NOR

ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED,

COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT

TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF

MG ARCHITECTS, LTD. THESE PLANS, DESIGNS AND SUBJECT

MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN

ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO

ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN

PERMISSION AND CONSENT OF MUHLENBERG GREENE

ARCHITECTS, LTD. THIS DOCUMENT IS AN ARTICLE OF SERVICE

AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE

EXPRESSLY RESERVED BY MG ARCHITECTS, LTD.

BUILDING CODE

SUMMARY

INTERNATIONAL BUILDING CODE - 2021

CONSTRUCTION TYPE

AUTOMATIC SPRINKLER SYSTEM

SECTION 602 AND TABLE 601

SECTION 903

TYPE IIB

MEANS OF EGRESS IBC 2021 REQUIRED PROVIDED

MEANS OF EGRESS SIZING

STAIRWAYS

OTHER EGRESS COMPONENTS

STAIRWAYS

ACCESSIBLE STAIRWAY WIDTH

AREA OF REFUGE

EXTERIOR AREA FOR ASSISTED RESCUE

MAXIMUM PATH OF COMMON EGRESS TRAVEL

MAXIMUM EXIT ACCESS TRAVEL DISTANCE

MINIMUM CORRIDOR WIDTH

MAXIMUM DEAD END

MINIMUM NUMBER OF EXITS

SECTION 1005

SECTION 1005.3.1

SECTION 1005.3.2

SECTION 1009 & 1011

SECTION 1009.3

SECTION 1009.6

SECTION 1009.7

SECTION 1006.2.1

SECTION 1017 & TABLE 1017.2

SECTION 1020.2

SECTION 1020.4

SECT.1006 & TABLE 1006.3.1

0.3 INCHES PER OCCUPANT

0.2 INCHES PER OCCUPANT

48"

NO

NO

100' (B/S) / 75' (A)

250'

44"

50'

N/A

SEE LIFE SAFETY PLANS

SEE PLANS

N/A

N/A

SEE LIFE SAFETY PLANS

SEE LIFE SAFETY PLANS

SEE PLANS

N/A

USE AND OCCUPANCY CHAPTER 3

CLASSIFICATION OF WORK

INTERNATIONAL EXISTING BUILDING CODE - 2021

CHAPTER 3

BUILDING AND PROJECT DATA

LEVEL 2

S-1

TABLE 601, 602 & SECTION 705

TABLE 601

TABLE 705.8

TABLE 705.8

SECTION 706

SECTION 707

SHAFT ENCLOSURES (< 4 STORIES)

PRIMARY STRUCTURAL FRAME TABLE 601 AND SECTION 704

BEARING WALLS

EXTERIOR

INTERIOR

EXTERIOR WALL OPENINGS (DIST. > 30 FEET)

FIRE WALLS

FIRE BARRIERS 3 HOURS

3 HOURS

NO LIMIT

FIRE RESISTANCE RTG - IIB IBC 2021 REQUIRED PROVIDED

NONBEARING WALLS AND PARTITIONS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

UNPROTECTED, SPRINKLERED

PROTECTED

FIRE PARTITIONS

SMOKE BARRIERS

SMOKE PARTITIONS

CORRIDOR FIRE RESISTIVE RATING

EXIT PASSAGEWAYS

HORIZONTAL EXITS

OPENING PROTECTIVES

TABLE 601, 602 & SECTION 705

TABLE 601

TABLE 601

TABLE 601

SECTION 708

SECTION 709

SECTION 710

SECTION 708 & TABLE 1020.1

SECTION 1024

SECTION 1026

SECTION 716 & TABLE 716.5

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

0 HOURS

NO LIMIT

N/A

N/A

1 HOURS

1 HOUR

NO RATING

1 HOUR

1+ HOURS

1+ HOURS

0 HOURS N/A

1 HOUR

N/A

1 HOUR

PER SECT. 707 | 2 HOURS MIN. N/A

BUILDING DESCRIPTION AND USE 1 STORY WAREHOUSE

BUILDING WITH MEZZANINE,

SPRINKLERED.

EXISTING WAREHOUSE BUILDING W/ MEZZANINE AND

ACCESSORY STORAGE FUNCTIONS.

REQUIRED PROVIDED

REQUIRED

BUILDING AREA BREAKDOWN

1ST FLOOR

YES (EXISTING)

APPLICABLE CODES AND ORDINANCES

2021 IBC: ALL APPLICABLE CHAPTERS

ICC A117.1, 2017 EDITION: ALL APPLICABLE CHAPTERS

ALL APPLICABLE SUB-CODES AND STANDARDS AS AMENDED BY

THE CITY OF READING

PROJECT SCOPE:

COMPREHENSIVE RENOVATIONS TO A PORTION OF THE EXISTING WAREHOUSE SPACE TO CREATE A THEATRICAL STORAGE ROOM WITHIN THE EXISTING BUILDING FOOTPRINT. WORK INCLUDES INTERIOR MODIFICATIONS AND RELATED ADJUSTMENTS TO BUILDING SYSTEMS AS REQUIRED.

NO CHANGE OF OCCUPANCY IS PROPOSED. THE EXISTING SPRINKLER SYSTEM SHALL REMAIN.

EXTERIOR

INTERIOR

18,957 SQ. FT.

NO LIMIT

NO LIMIT

SECTS. 713, 707, 711 & 703.2.1

STAIRWAY WIDTH SECTION 1011.2 44" (36" IF OCC. < 50) N/A

1+ HOURS

CHAPTERS 5, 6, 7, 8 & 9

NOTE: IEBC CRITERIA FOR CHAPTERS 7, 8, 9 & 10 NOT LISTED ABOVE SHALL COMPLY WITH THE NEW CONSTRUCTION REQUIREMENTS SET FORTH IN THE 2018 INTERNATIONAL BUILDING CODE, NFPA 70, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL PLUMBING CODE, INTERNATIONAL FUEL GAS CODE, AND ALL LOCAL AMENDMENTS OR OTHER EFFECTIVE CODES/ORDINANCES.

NO CHANGECHAPTER 10

RISK CATEGORY CATEGORY IISECTION 1604

BUILDING HEIGHTS AND AREAS IIB, ONE-STORY, SPRINKLERED, S-1 USE

OCCUPANCY GROUP

CHAPTER 3

HEIGHT

TABLE 504.3

STORIES

TABLE 504.4

FLOOR AREA

TABLE 506.2

ADJ. FLOOR AREA*

SECTION 506.3

* FRONTAGE INCREASE CALCULATION:

W = 30'-0" (ALL FACADES > 30' OPEN) F/P = 1 If = [1 - 0.25]* 30/30=0.75 ALLOWABLE INCREASE

S-1 | STORAGE, MODERATE HAZARD 75' 3 52,500 91,875

PROVIDED APPX. 22'-9" 1 950 18,957 (1ST FL)

ALTERATIONS

CHANGE OF OCCUPANCY

GROSS AREA

TOTAL BUILDING AREA 18,957 SQ. FT.

NOTES:

TABLE 508.4OCCUPANCY SEPARATIONS REQUIRED SEPARATION

1 HOURSTORAGE, LOW HAZARD - STORAGE, MODERATE HAZARD

SEE OCCUPANCY SCHEDULE FOR OCCUPANT LOADS

INTERIOR FINISHES IBC 2021

REQ'D. FLAME SPREAD INDEX, SPRINKLERED

GROUP S-1

TABLE 803.13

C

EXIT STAIRWAYS,

RAMPS &

PASSAGEWAYS

CORRIDORS AND EXIT

ACCESS ENCLOSURES

ROOMS & ENCLOSED

SPACES

C C

53'-9" 68'-9"

A .0

1 A .0

C .1

B.

EXISTING ILLUMINATED

EXIT SIGN AND LTG TO

REMAIN

EXISTING ILLUMINATED

EXIT SIGN AND LTG TO

REMAIN

FE

A .0

DOOR #4

DOOR #3

DOOR #2

DOOR #1

EXIT

EX

IT

EX

IT

EX

IT

THEATRICAL

STORAGE

ROOM

A: 950 SF

WAREHOUSE

A: 17,765 SF

WAREHOUSE

VESTIBULE

A: 182 SF

A

B

C

D

A .0

B.

EXISTING FIRE

EXTINGUISHER

TO REMAIN

OFFICE

A: 163 SF

<LOAD>

AGGREGATE EGRESS LOAD AT EXIT

ALLOWABLE EGRESS LOAD

CLEAR EGRESS WIDTH

LIFE SAFETY LEGEND

OCCUPANTS

ROOM AREA

EGRESS INFORMATION

AREA (sf) PER OCCUPANT

ROOM NUMBER

ROOM NAME

COMMON PATH OF TRAVEL DISTANCE

PRIMARY EGRESS PATH

POINT OF ACCESS TO MULTIPLE EXITS

EXIT ACCESS TRAVEL DISTANCE

SECONDARY EGRESS PATH

APPLICABLE CODES: IBC 2021, IFC 2021, ICC A117.1 - 2017, ADA 2010, OSHA STD. 1910

SIGN TYPE

ID SIGN DESCRIPTION CODE REFERENCE TACTILE TEXT

& BRAILLE PICTOGRAMS

A - LIFE SAFETY & EGRESS

A.01 ACCESSIBLE EXIT IFC 1013.4 YES ISA

B - BUILDING INFORMATION AND WAYFINDING

B.12 ROOM IDENTIFICATION - ID & NAME YES

C - FIRE SAFETY

C.12 FIRE EXTINGUISHER LOCATION IFC 906.6 NO

ICC A117.1

NOTES

ISA

ARROWS KNOCKOUTS TO MATCH EGRESS DIRECTIONA.08 EXIT SIGN (ILLUMINATED; SEE ELEC. DWGS) IFC 1013.1 NO

A.05 NOT AN EXIT YESICC A117.1

SIGN TYPE SCHEDULE

GENERAL SIGNAGE NOTES

1. ALL SIGNS SHALL FOLLOW THE REQUIREMENTS SET FORTH IN THE REFERENCED CODES AND SECTIONS.

2. ALL ACCESSIBLE SIGNAGE TEXT, COLORS, PICTOGRAMS/SYMBOLS, AND BRAILLE SHALL CONFORM TO THE REQUIREMENTS OF THE 2017 ICC A117.1.

3. GENERAL CONTRACTOR SHALL VERIFY ALL SIGNAGE QUANTITIES AND LOCATIONS.

4. REFER TO THE LIFE SAFETY AND/OR SIGNAGE PLANS FOR SIGN LOCATIONS.

5. GENERAL CONTRACTOR SHALL VERIFY/CONFIRM FINAL LOCATIONS OF ALL SIGNS PER CODE REQUIREMENTS AND THE AUTHORITY HAVING JURISDICTION.

6. SIGNAGE FOR RATED BARRIERS SHALL BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL OR PARTITION, AND SPACED AT INTERVALS NOT EXCEEDING 30 FEET

ALONG THE LENGTH OF THE WALL OR PARTITION. THE LETTERING SHALL NOT BE LESS THAN 3" IN HEIGHT WITH A MINIMUM OF 3/8-INCH STROKE IN A CONTRASTING COLOR.

7. ALL SIGNAGE INDICATED FOR INSTALLATION ON GLAZED SURFACES TO BE PROVIDED WITH MATCHING BACK PLATE TO BE INSTALLED ON OPPOSITE SIDE OF GLAZING.

8. ALL TEXT SHALL COMPLY WITH VISUAL CHARACTER REQUIREMENTS OF ICC A117.1 UNLESS EXEMPTED.

9. EXIT SIGNS LOCATED IN EXIT ACCESS CORRIDORS OR EXIT PASSAGEWAYS SHALL BE INSTALLED NO FURTHER THAN 100' FROM NEAREST VISIBLE EXIT SIGN.

10. PICTOGRAMS AND NON-PERMANENT ROOM IDENTIFICATION TEXT ARE NOT REQUIRED TO BE RAISED/TACTILE. ROOM IDs/NUMBERS AND PERMANENT ROOM INFORMATION

TEXT SHALL ALWAYS BE RAISED/TACTILE.

11. OVERALL SIGNAGE DIMENSIONS MAY VARY BY PROJECT-SPECIFIC DESIGN SELECTIONS, USE-CASE AND MANUFACTURER. SIGN DIMENSIONS SHALL BE ADEQUATE TO

CONTAIN ALL REQUIRED MESSAGING IN A MANNER COMPLIANT WITH ALL APPLICABLE CODES CITED IN THESE DRAWINGS AND THE AUTHORITY HAVING JURISDICTION.

FE

lb s.

5' -0

" M A

X.

FE

lb s.

3'

-6 " M

A X.

4" M

IN

WALL MOUNTED

FIRE EXTINGUISHER

<40 lbs.

FACE OF WALL

BRACKET

" M

A X

45.00°

" M

IN

9" MIN.

18" MIN.

" M

IN

FIGURE 703.3.10 : HEIGHT OF RAISED CHARACTERS ABOVE FLOOR

SEE FIGURE 703.4.5 FOR BRAILLE REQUIREMENTS

CL

FIGURE 703.3.11 : LOCATION OF SIGNS AT DOORS

LETTERING

HERE

CL

CLEARANCE CENTERED ON

RAISED CHARACTERS

RECESSED BRAILLE PANEL

ISA (WHERE APPLICABLE)

RAISED LETTERING

RED .040" POLYSTYRENE

5/8" FLAT PRINTED

LETTERING

ACRYLIC PLATE

ACRYLIC PLATE

1" RAISED LETTERING

RECESSED BRAILLE PANEL

RAISED LETTERING

ACRYLIC PLATE

RECESSED BRAILLE PANEL

RAISED LETTERING

ROOM IDENTIFICATION SIGNAGE NOTES:

1. REPRESENTATIONS OF SIGNS ARE APPROXIMATE. MATCH OWNER SIGN STANDARDS.

2. MATCH OWNER'S EXISTING SIGN STANDARD FONTS & COLORS

EXIT

TYPE A.01

FIRE

E X T I N G U I S H E

RSTORAGE

104C

1 LINE

TYPE A.05

NOT AN

EXIT

TYPE B.12 TYPE C.12

1 LIFE SAFETY PLAN

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

SCALE: 1/2" = 1'-0"2 FIRE EXTINGUISHER DETAIL

SCALE: 1/2" = 1'-0"3 SIGNAGE MOUNTING DETAIL

SCALE: 3" = 1'-0"4 SIGNAGE ELEVATIONS

W A

RE

H

O

US

E

RE

N O

V A

TIO

N

S

READING AREA

COMMUNITY COLLEGE

CONSTRUCTION DOCUMENTS

REVISION HISTORY

DEMOLITION

PLAN

AD-101

PROJ. MGR.: BRAD BLANKENBILLER

PROJECT #:

26-0014

PROFESSIONAL SEAL

1 2 6 8 P E N N A V E N U E W Y O M I S S I N G , P A 1 9 6 1 0

6 1 0 . 3 7 6 . 4 9 2 7 w w w . M G - A r c h i t e c t s . c o m

BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING

SHEET TITLE:

DRAWN BY: EMG

CLIENT PROJ #: 26-27-001

SCOTT GRAHAM AIA, LEED AP+

SCOTTG@MG-ARCHITECTS.COM

RE

A

D

IN

G A

RE

A

C O

M M

UN

ITY

C O

LL

EG

E

SP

RU

C E

ST

RE

ET

R

EA

D

IN

G

, P A contact: DOLORES PETERSON, SENIOR VP

10 SOUTH SECOND STREET

READING, PA 19602

610.607.6265

DPETERSON@RACC.EDU

VERIFY SCALE

e-MAIL: BRADB@MG-ARCHITECTS.COM

RACC Warehouse.pln | P:\26-0014.0_RACC_Warehouse\1-Design\RACC Warehouse.pln | 7/7/2026 | 10:27 AM

A R C H I T E C T U R A L D E S I G N I N T E R I O R D E S I G N C O D E A N A L Y S I S

P L A N N I N G S E R V I C E S R E P O R T S A N D S T U D I E S

E N G I N E E R I N G S E R V I C E S H I S T O R I C P R E S E R V A T I O N

COPYRIGHT © 2026 ALL RIGHTS RESERVED. NEITHER ALL NOR

ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED,

COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT

TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF

MG ARCHITECTS, LTD. THESE PLANS, DESIGNS AND SUBJECT

MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN

ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO

ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN

PERMISSION AND CONSENT OF MUHLENBERG GREENE

ARCHITECTS, LTD. THIS DOCUMENT IS AN ARTICLE OF SERVICE

AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE

EXPRESSLY RESERVED BY MG ARCHITECTS, LTD.

AD-101

AD-101

2.41.01

2.01.01

2.01.01

2.01.02 2.41.05 2.01.02 2.41.05

2.41.01

2.01.03

2.01.03

2.01.01

2.01.10

2.01.10

2.01.10

2.01.10

2.01.10

2.01.10

2.41.05

2.01.10

2.01.16

2.41.04

2.41.05

2.

.0

2.41.07

2.01.19

2.01.192.01.19

2.01.212.01.21

2.01.21

WAREHOUSE

VESTIBULE

EXIST.

EXIST.

EXIST.

EXIST.

STORAGE

ROOM

A

B

C

D

2.01.12

2.

.1

2.01.04

2.01.05 2.41.02 2.01.05 2.01.06

2.41.03 2.41.03

2.41.03

2.41.03

2.41.032.41.03

2.01.082.01.08

2.01.082.01.08

2.01.07

2.01.07

2.01.07

2.41.02

TYP. FOR 8

WAREHOUSE

VESTIBULE

CLG 9'-0"

STORAGE

ROOM

CLG 23'-6 1/2"

A

B

C

D

2.01.04

2.01.06

2.41.02

EXISTING DOOR TO REMAIN

REMOVE EXISTING WALL FROM FLOOR

TO 6" BELOW EXISTING CEILING

FLOOR PLAN DEMOLITION LEGEND

REMOVE EXISTING DOOR

EXISTING WALL TO REMAIN

REMOVE EXISTING WINDOW

DEMOLITION RCP LEGEND

2.01.03

2.01.01

2.01.01

2.01.02

2.41.01

2.01.03

2.41.03 2.41.032.41.03

2.41.022.41.02

2.01.08

2.01.07

2.01.082.01.082.01.08

2.41.04

2.41.05

2.01.02

2.01.09

2.01.04

2.01.16

2.01.15

2.01.09 2.01.062.01.06

2.41.05

2.41.01

2.01.022.01.02

2.41.04

2.01.01

2.01.07

2.41.02

2.01.09

2.01.082.01.08

2.01.08

2.01.04

2.41.01

2.41.05

2.41.03

2.41.03

2.01.06

2.01.06

AREA OF

WORK

.1

.1

KEYED NOTES

02 DEMOLITION

2.01 EXISTING CONDITIONS

2.01.01 EXISTING COLUMN TO REMAIN.

2.01.02 EXISTING CONCRETE SLAB TO REMAIN.

2.01.03 EXISTING DOOR TO REMAIN.

2.01.04 EXISTING GAS-FIRED (REZNOR) UNIT HEATER TO REMAIN.

PROTECT FROM DAMAGE DURING CONSTRUCTION.

COORDINATE WITH MECHANICAL.

2.01.05 EXISTING ROOF STRUCTURE, INSULATION, AND MEP

SYSTEMS TO REMAIN EXPOSED.

2.01.06 EXISTING SPRINKLER SYSTEM TO REMAIN. PROTECT

EXISTING SPRINKLER HEADS DURING CONSTRUCTION

ACTIVITIES.

2.01.07 EXISTING STEEL BEAM TO REMAIN.

2.01.08 EXISTING STEEL ROOF PURLINS TO REMAIN.

2.01.09 EXISTING CORRUGATED SIDING TO REMAIN.

2.01.10 EXISTING WINDOW TO REMAIN; PROTECT AS REQUIRED.

AT THE COMPLETION OF WORK, CONTRACTOR TO CLEAN

ALL WINDOW FRAMES AND GLAZING THROUGHOUT

SPACE.

2.01.12 EXISTING BATT INSULATION TO REMAIN.

2.01.15 EXISTING F.A. DEVICE TO REMAIN. PROTECT DURING

CONSTRUCTION.

2.01.16 EXISTING THERMOSTAT TO REMAIN. PROTECT DURING

CONSTRUCTION.

2.01.19 EXISTING GYPSUM BOARD SHEATHING AND PLYWOOD

WAINSCOT TO REMAIN.

2.01.21 EXISTING FLOOR ACCESS TO REMAIN.

2.41 SELECTIVE DEMOLITION

2.41.01 REMOVE EXISTING PEGBOARD AND MISCELLANEOUS

WALL FINISHES; PREPARE FOR NEW WALL CONSTRUCTION.

2.41.02 REMOVE EXISTING LIGHT FIXTURES BY E.C.

2.41.03 CAREFULLY REMOVE AND/OR PIN BACK EXISTING ROOF

INSULATION ALONG WALLS AS REQUIRED FOR WORK.

2.41.04 REMOVE WOOD STUD FUR-OUTS.

2.41.05 REMOVE EXISTING PLYWOOD SHEATHING.

2.41.07 REMOVE EXISTING DOOR PANEL. EXISTING FRAME TO

REMAIN.

1 DEMOLITION FLOOR PLAN

SCALE: 1/4" = 1'-0" 2 DEMOLITION REFLECTED CEILING PLAN

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

3 EXISTING CONDITION PHOTO 4 EXISTING CONDITION PHOTO

KEY PLAN

SCALE: 1/16" = 1'-0"

GENERAL DEMOLITION NOTES

1. PRIOR TO SUBMISSION OF BID EACH CONTRACTOR SHALL VISIT THE SITE TO VERIFY THE EXTENT OF

DEMOLITION WORK REQUIRED AND VERIFY THE EXISTING CONDITIONS AND MATERIALS TO BE

DEMOLISHED. CONTRACTOR TO FIELD-VERIFY ROUTING OF ALL EXISTING CONCEALED UTILITIES

PRIOR TO DEMOLITION.

2. SEE SPECIFICATIONS FOR ASSIGNMENT OF TEMPORARY LIGHTING AND POWER, HVAC, AND

WATER FACILITIES DURING DEMOLITION. USE OF EXISTING MEP INFRASTRUCTURE IS PERMISSIBLE TO EXTENT POSSIBLE BASED ON THE DEPICTED SCOPE OF WORK. !!! VERIFY WITH OWNER !!!!

3. THE DEMOLITION SHOWN AND INDICATED ON THE DEMOLITION DRAWINGS IS NOT A COMPLETE INDICATION OF THE DEMOLITION REQUIRED FOR THIS PROJECT. ALL MISCELLANEOUS DEMOLITION REQUIRED FOR THIS PHASE OF THE PROJECT, AND THE INTENT OF THE CONSTRUCTION DOCUMENTS, SHALL BE COMPLETED.

4. BEFORE PROCEEDING WITH DEMOLITION OF ANY EXISTING CONSTRUCTION, THE CONTRACTOR

MUST VERIFY THAT IT IS NOT SUPPORTING EXISTING CONSTRUCTION WHICH IS TO REMAIN.

IF IN DOUBT, NOTIFY THE ARCHITECT BEFORE REMOVING THE MEMBERS.

5. DEMOLISHING CONTRACTOR TO PROVIDE TEMPORARY BRACING, SHORING, OR OTHER

PROTECTION AS REQUIRED UNTIL THE WORK IS COMPLETE.

6. DEMOLITION IS TO BE DONE IN A MANNER WHICH WILL NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. PROVIDE TEMPORARY PROTECTION TO EXISTING FINISHES & MATERIALS AS REQUIRED.

7. DEBRIS FROM DEMOLITION MUST NOT BE STORED IN A MANNER WHICH WILL OVERLOAD

THE EXISTING CONSTRUCTION.

8. THE SCOPE OF WORK INCLUDES THE LEGAL DISPOSAL, OFF SITE, OF ALL

CONSTRUCTION/DEMOLITION DEBRIS. NO CONSTRUCTION DEBRIS OR TRASH

IS TO BE PLACED IN THE PROPERTY OWNERS DUMPSTERS WITHOUT AUTHORIZATION.

!!!! VERIFY w/ OWNER !!!!!

9. ALL SOLID WALLS, PARTITIONS, AND FURRED AREAS WHICH ARE SHOWN AS BEING REMOVED

SHALL INCLUDE DOORS, WINDOWS, FRAMES, FINISHES, SHELVING, ETC. THAT ARE PART OF

THOSE WALLS AND PARTITIONS.

10. THE OWNER RESERVES THE RIGHT TO HAVE THE CONTRACTOR TURN OVER ANY

SALVAGED ITEMS OR MATERIALS.

11. PARTIAL REMOVAL OF EXISTING PARTITIONS OR FINISHES IS TO BE PERFORMED AS TO ALLOW

FOR REFINISHING FOR NEW CONSTRUCTION. DEMOLITION OF CMU PARTITIONS THAT WILL

REMAIN EXPOSED SHALL INCLUDE REMOVAL OF ENTIRE BLOCKS AS TO ALLOW FOR

"TOOTHING" OF NEW MASONRY OR INSTALLATION OF BULLNOSE CMU'S.

12. INFILL/PATCH OPENINGS WHERE INDICATED ON THE DRAWINGS WITH SIMILAR, COMPATIBLE

MATERIALS AND METHODS SUCH AS TO ENSURE UNIFORM APPEARANCE AND

PERFORMANCE. SEE SPECIFICATIONS FOR EXTENT OF FINISHING REQUIRED AND

CONTRACTOR ASSIGNMENTS.

13. WHERE FINISHES OR SURFACE-MOUNTED ELEMENTS ARE SCHEDULED FOR REMOVAL

FROM SUBSTRATE SCHEDULED TO REMAIN; CLEAN AND PREPARE SUBSTRATE FOR NEW

FINISHES TO CONDITION COMPLIANT WITH MANUFACTURER'S SPECIFICATIONS.

14. HAZARDOUS MATERIALS REMEDIATION IS NOT ANTICIPATED FOR AREAS OF WORK.

IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED IN THE COURSE OF

DEMOLITION, NOTIFY ARCHITECT AND OWNER IMMEDIATELY.

15. DEMOLITION OF MISCELLANEOUS SURFACE-MOUNTED ITEMS IN SPACES TO RECEIVE

NEW FINISHES OR FINISHES MAINTENANCE SHALL BE INCLUDED AS PART OF THIS SCOPE.

16. UNLESS NOTED OTHERWISE, ALL DEMOLITION DIMENSIONS ARE TAKEN FROM

FINISH FACE OF EXISTING ELEMENTS.

17. OWNER SHALL REMOVE ITEMS STORED IN WORK AREA PRIOR TO DEMOLITION.

W A

RE

H

O

US

E

RE

N O

V A

TIO

N

S

READING AREA

COMMUNITY COLLEGE

CONSTRUCTION DOCUMENTS

REVISION HISTORY

FLOOR PLANS

A-101

PROJ. MGR.: BRAD BLANKENBILLER

PROJECT #:

26-0014

PROFESSIONAL SEAL

1 2 6 8 P E N N A V E N U E W Y O M I S S I N G , P A 1 9 6 1 0

6 1 0 . 3 7 6 . 4 9 2 7 w w w . M G - A r c h i t e c t s . c o m

BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING

SHEET TITLE:

DRAWN BY: EMG

CLIENT PROJ #: 26-27-001

SCOTT GRAHAM AIA, LEED AP+

SCOTTG@MG-ARCHITECTS.COM

RE

A

D

IN

G A

RE

A

C O

M M

UN

ITY

C O

LL

EG

E

SP

RU

C E

ST

RE

ET

R

EA

D

IN

G

, P A contact: DOLORES PETERSON, SENIOR VP

10 SOUTH SECOND STREET

READING, PA 19602

610.607.6265

DPETERSON@RACC.EDU

VERIFY SCALE

e-MAIL: BRADB@MG-ARCHITECTS.COM

RACC Warehouse.pln | P:\26-0014.0_RACC_Warehouse\1-Design\RACC Warehouse.pln | 7/7/2026 | 10:27 AM

A R C H I T E C T U R A L D E S I G N I N T E R I O R D E S I G N C O D E A N A L Y S I S

P L A N N I N G S E R V I C E S R E P O R T S A N D S T U D I E S

E N G I N E E R I N G S E R V I C E S H I S T O R I C P R E S E R V A T I O N

COPYRIGHT © 2026 ALL RIGHTS RESERVED. NEITHER ALL NOR

ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED,

COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT

TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF

MG ARCHITECTS, LTD. THESE PLANS, DESIGNS AND SUBJECT

MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN

ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO

ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN

PERMISSION AND CONSENT OF MUHLENBERG GREENE

ARCHITECTS, LTD. THIS DOCUMENT IS AN ARTICLE OF SERVICE

AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE

EXPRESSLY RESERVED BY MG ARCHITECTS, LTD.

1 A-401

'-8

7'-7 1/2" 11'-2 1/2"

3' -0

/2

'-7

/2

'-0

'-0

18'-10"

3.30.01 9.65.01 9.92.01

3.30.01 9.65.01 9.92.01

2.01.01

2.01.01

2.01.03 9.92.02

2.01.01

2.01.03 9.92.02

10.56.01

10.56.02

8.11.01

REPLACE BROKEN

DOOR CLOSER

10.56.02

10.56.02

12.50.01

12.50.01

10.56.01

10.56.01

THEATRICAL

STORAGE

ROOM

EXIST

RB-1

P-1,P-3

EXIST./P.2

WAREHOUSE

EXIST.

EXIST.

EXIST.

EXIST.

WAREHOUSE

VESTIBULE

EXIST.

EXIST.

EXIST.

EXIST.

101.1

102.1

A

B

C

D

A-501

A-501

A-501

'-8

5/

8"

'-7

/4

9.

.0

AREA OF

WORK

.1

.1

ROOM NAME

ROOM NUMBER

FLOOR FINISH

CEILING FINISH

WALL FINISH

WALL BASE

4.

5A

EXISTING DOOR TO REMAIN

EXISTING WALL TO REMAIN

EXISTING WALL TO REMAIN

EXISTING COLUMN TO REMAIN

FLOOR PLAN LEGEND

NEW WALL CONSTRUCTION

NEW DOOR

WALL ID; SEE PARTITION TYPES

DOOR ID; SEE DOOR SCHEDULE

AAA

B

B

B

B

C

C C

D

D

D

D

26.27.01 TYP.

SEE ELECTRICAL NOTE #6

THEATRICAL

STORAGE

ROOM

WAREHOUSE

WAREHOUSE

VESTIBULE

101.1

102.1

A

B

C

D

HDMI

USB

GFI

48" C

D, OS

2, D

O S

D

FAX

C

AE3

SD

POWER-DATA LEGEND

DUPLEX OUTLET, 18" AFF TYP.

CEILING-MOUNTED DEVICE; FLUSH MOUNTED

FLOOR-MOUNTED DEVICE; FLUSH GANG BOX w/ COVER

IP PHONE PORT; RJ45; CAT-6 WIRING

DATA PORT; RJ45; CAT-6 WIRING

HDMI PORT; HDMI 2.1 WIRING

USB PORT; USB 3.1-COMPLIANT

QUAD OUTLET; PROVIDE TWO PARALLEL CIRCUITS & CONSISTENTLY

IDENTIFY CIRCUIT A/B EACH LOCATION; 18" AFF TYP.

GFI-PROTECTED DUPLEX OUTLET, 18" AFF TYP.

POWER

SIGNAL

MOUNTING TYPES

WALL-MOUNTED DEVICE GANG BOX; FLUSH MOUNT

(RECESSED BOXES BEHIND WALL-MOUNTED DISPLAYS)

SPECIFIED MOUNTING HEIGHT A.F.F.

"C" DENOTES MOUNTING HEIGHT 8" ABV. ADJ. COUNTERTOP

LIGHTING LEGEND

SINGLE POLE SWITCH - 20 AMP - MOUNT 46" AFF

TWO POLE SINGLE THROW SWITCH - 20 AMP - MOUNT 46" AFF

OCCUPANCY SENSOR LIGHT SWITCH - 20 AMP - MOUNT 46" AFF

DIMMER LIGHT SWITCH w/ INTEGRAL OCC SENSOR

- TYPE & SIZE FOR LOAD SERVED - MOUNT 46" AFF

RECESSED LIGHT

EXIT LIGHT FIXTURE

NORMAL & EMERGENCY POWER

3-WAY DIMMER LIGHT SWITCH - TYPE & SIZE FOR LOAD SERVED

- MOUNT 46" AFF

SUSPENDED HIGH-BAY

LIGHT FIXTURE

DIMMER LIGHT SWITCH - TYPE & SIZE FOR LOAD SERVED

- MOUNT 46" AFF

WIRING - CONCEALED AS SPECIFIED U.N.O.

2-12 or 3-12 AWG WITH SEPARATE GROUND WIRE

AS APPLICABLE TO CIRCUIT TYPE

INTERCONNECTED SMOKE DETECTOR/ALARM TIED

INTO EXISTING BUILDING SYSTEM

ANALOG PHONE PORT; RJ12

A A

A A

A A

A A

A-501

A-501

EQ. EQ.

'-9

/4

'-0

'-8

/4

2.01.04

7.21.01

7.21.01

7.21.01

7.21.017.21.01

2.01.05 2.01.06 9.92.03

2.01.05 2.01.06 9.92.03

23.34.01

2.01.07 9.92.03

2.01.08 9.92.03 2.01.08 9.92.03

2.01.08 9.92.03 2.01.08 9.92.03

2.01.07 9.92.03

2.01.07 9.92.03

23.34.01

26.50.0126.50.01

26.50.0126.50.01

26.50.0126.50.01

26.50.0126.50.01

HVLS-1

HVLS-2

SEE NOTE 4

SEE NOTE 5

SEE NOTE 4

5.12.01 9.92.03 5.12.01 9.92.03

5.12.01 9.92.03 5.12.01 9.92.03

FANX

X

UH

THEATRICAL

STORAGE

ROOM

CLG 23'-6 1/2"

WAREHOUSE

CLG 23'-6 1/2"

WAREHOUSE

VESTIBULE

CLG 9'-0"

A

B

C

D

23.34.02

2.01.04

23.38.01

2.01.06

26.50.01

REFLECTED CEILING

PLAN LEGEND

UH

KEYED NOTES

02 DEMOLITION

2.01 EXISTING CONDITIONS

2.01.01 EXISTING COLUMN TO REMAIN.

2.01.03 EXISTING DOOR TO REMAIN.

2.01.04 EXISTING GAS-FIRED (REZNOR) UNIT HEATER TO REMAIN. PROTECT FROM DAMAGE DURING CONSTRUCTION.

COORDINATE WITH MECHANICAL.

2.01.05 EXISTING ROOF STRUCTURE, INSULATION, AND MEP SYSTEMS TO REMAIN EXPOSED.

2.01.06 EXISTING SPRINKLER SYSTEM TO REMAIN. PROTECT EXISTING SPRINKLER HEADS DURING CONSTRUCTION ACTIVITIES.

2.01.07 EXISTING STEEL BEAM TO REMAIN.

2.01.08 EXISTING STEEL ROOF PURLINS TO REMAIN.

03 CONCRETE

3.30 CAST-IN-PLACE CONCRETE

3.30.01 CLEAN EXISTING CONCRETE SLAB.

05 METALS

5.12 STRUCTURAL STEEL FRAMING

5.12 3" x 3" x 1/4" ANGLE IRON AND FAN SUPPORT FRAMING BY GC.

5.12.01

07 THERMAL AND MOISTURE PROTECTION

7.21 THERMAL INSULATION

7.21.01 PATCH, REPAIR, AND SECURE REMAINING AND DISTURBED INSULATION, INCLUDING AREAS AFFECTED BY

DEMOLITION, TO MATCH EXISTING AND PROVIDE A CONTINUOUS AND NEAT APPEARANCE.

08 OPENINGS

8.11 HOLLOW METAL DOORS AND FRAMES

8.11.01 SCHEDULED DOOR AND FRAME, PRIMED AND PAINTED. COORDINATE w/ DOOR SCHEDULE.

09 FINISHES

9.29 GYPSUM BOARD

9.29.03 EXTEND GYPSUM BOARD FROM TOP OF EXISTING GYPSUM BOARD TO UNDERSIDE OF ROOF DECK. MATCH EXISTING

SHEATHING THICKNESS.

9.65 RESILIENT FLOORING

9.65.01 6" HIGH THERMOPLASTIC RUBBER WALL BASE FOR PERIMETER OF ROOM OR CORRIDOR. BASIS OF DESIGN:

JOHNSONITE OR TARKETT; COLOR AS SELECTED BY ARCHITECT.

9.92 INTERIOR PAINTING

9.92.01 PRIME AND PAINT (2 COATS) ALL WALLS IN ROOM, UNLESS SPECIFIC WALLS NOTED OTHERWISE. PAINT, INCLUDING

ALL EXPOSED COLUMNS, FROM FLOOR TO UNDERSIDE OF ROOF DECK.

9.92.02 PREP AND PAINT TWO (2) COATS EXISTING DOOR AND FRAME, INCLUDING ALL CASINGS AND TRIMS.

9.92.03 PREP AND PAINT TWO (2) COATS EXISTING ROOF STRUCTURE IN ITS ENTIRETY w/ DRYFALL PAINT.

10 SPECIALTIES

10.56 STORAGE ASSEMBLIES

10.56.01 PROVIDE AND INSTALL NEW FIVE (5) TIER, 72" LENGTH x 24" DEEP SHELVING SYSTEM. PROVIDE WOOD BLOCKING IN

WALL AS REQUIRED FOR SECURE MOUNTING. BASIS OF DESIGN: E-Z SHELVING SYSTEMS, INC. CANTILEVER METAL

STORAGE SYSTEM, OR EQUAL.

10.56.02 HEAVY DUTY MOBILE GARMENT RACK; BY OWNER.

12 FURNISHINGS

12.50 FURNITURE

12.50.01 WORK TABLE; BY OWNER

23.34 HVAC FANS

23.34.01 NEW HIGH VOLUME, LOW SPEED (HVLS) CEILING FAN MOUNTED TO ROOF STRUCTURE, BY EC. INSTALL PER

MANUFACTURER'S RECOMMENDATIONS. COORDINATE REQUIRED FAN CLEARANCES w/ ALL OTHER CEILING

MOUNTED FIXTURES; SEE ELECTRICAL NOTES 1 & 2.

23.34.02 WALL MOUNTED FAN CONTROLLER. PROVIDE ALL WIRING AND CABLES PER MANUFACTURER'S REQUIREMENTS. SEE

NOTE #5.

26 ELECTRICAL

26.27 WIRING DEVICES

26.27.01 NEW 20A DUPLEX OUTLET AT 18" AFF, TYP.

26.50 LIGHTING

26.50.01 INSTALL NEW HIGH-BAY LINEAR LED LIGHT FIXTURES IN NEW LOCATION AS SHOWN ON PLAN. SEE ELECTRICAL NOTE

#2.

1 FLOOR PLAN

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

KEY PLAN

SCALE: 1/16" = 1'-0"

2 POWER PLAN

SCALE: 1/4" = 1'-0" 3 REFLECTED CEILING AND LIGHTING PLAN

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

ELECTRICAL NOTES:

1. BASIS OF DESIGN: BIG ASS FANS E SERIES MODEL: E7

INPUT POWER & BREAKER: 110-125 VAC, SINGLE PHASE, 50/60 Hz, 10 A

PROVIDE EXTENSION TUBE, LENGTH AS REQUIRED TO MEET MOUNTING HEIGHT.

MOUNT UNIT TO STRUCTURE PER MANUFACTURER REQUIREMENTS. PROVIDE SAFETY CABLE

AND ALL REQUIRED ACCESSORIES.

PROVIDE DEDICATED CEILING MOUNTED RECEPTACLE FOR EACH FAN UNIT.

CONTROLLER: WALL MOUNTED w/ SINGLE GANG JUNCTION BOX;

2. E.C. TO PROVIDE AND INSTALL ALL FANS, CONTROL DEVICES AND WIRING PER DRAWINGS

AND MANUFACTURER'S REQUIREMENTS.

3. E.C. CONNECT ALL EMERGENCY LIGHT FIXTURES, BATTERY PACKS, AND EXIT SIGNS

TO AN UNSWITCHED HOT LEG OF THE AREA LIGHTING CIRCUIT.

4. E.C. MOUNT DISCONNECT SWITCH ON STRUCTURE WITHIN SIGHT OF UNIT. COORDINATE

EXACT LOCATION IN FIELD.

5. E.C. ROUTE BRANCH CIRCUIT WIRING FOR FANS VIA CONTROLLER.

6. E.C. TO PROVIDE FOUR (4) 20A CIRCUITS CORRESPONDING TO THE LOCATIONS A THROUGH D

ON THE POWER PLAN. INSTALL CIRCUITS AND BREAKERS IN NEAREST AVAILABLE PANEL WITH

SUITABLE CAPACITY.

FINISH LEGEND

RB-1 RUBBER BASE

COLOR AS SELECTED BY ARCHITECT FROM MANUF. FULL RANGE

P-1 PAINT - WALLS

P-2 PAINT - STEEL

P-3 PAINT - DOORS AND FRAMES

ALL PAINT COLORS AS SELECTED BY ARCHITECT

ELECTRICAL GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL CIRCUITS (FEEDER AND BRANCH) WITH AN EQUIPMENT GROUND CONDUCTOR SIZED IN ACCORDANCE WITH N.E.C. TABLE 250-122

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY MISCELLANEOUS STEEL REQUIRED FOR MOUNTING ELECTRICAL EQUIPMENT.

3. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAWINGS AND DETAILS TO COORDINATE THE EXACT LOCATION OF ALL ELECTRICAL DEVICES OR EQUIPMENT

TO BE INSTALLED. DRAWINGS SHALL NOT BE SCALED.

4. ALL WIRING TO BE INSTALLED IN CONDUIT, BY E.C. ALL CONDUIT TO BE PAINTED TO MATCH ADJACENT WALL OR CEILING SURFACE, BY G.C.

5. SURFACE RACEWAY FOR WIRING SHALL BE PERMITTED AT OWNER'S DISCRETION. EXPOSED WIRING SHALL ONLY BE PERMITTED IN UNFINISHED AREAS AS ALLOWABLE BY THE NEC.

6. OUTLETS MOUNTED BACK-TO-BACK AND/OR THE USE OF THROUGH BOXES IS NOT PERMITTED.

7. THE CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING OF EXISTING SURFACES REQUIRED FOR HIS WORK. PATCHING SHALL INCLUDING ALL LABOR AND

MATERIALS EXCEPT FINAL FINISHES.

8. THE CONTRACTOR SHALL COORDINATE ALL DEVICES ASSOCIATED WITH MECHANICAL AND ARCHITECTURAL EQUIPMENT INDICATED TO HAVE POWER CONNECTIONS WITH CONTRACTOR PROVIDING EQUIPMENT PRIOR TO ORDERING DEVICES AND ROUGH-INS. THE CONTRACTOR SHALL REQUEST SHOP DRAWINGS

AND/OR DATA SHEETS FOR ALL EQUIPMENT REQUIRING POWER PRIOR TO ROUGH-IN.

9. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE FINAL POWER CONNECTIONS TO ALL POWERED EQUIPMENT FURNISHED BY OTHER CONTRACTORS AND THE OWNER INCLUDING, BUT NOT LIMITED TO, AIR HANDLING EQUIPMENT, COOLING EQUIPMENT, ETC.

NOTE: SUPPORT FRAMING FOR CEILING FANS

TO BE PROVIDED AND INSTALLED BY GC.

FANS AND MOUNTING BRACKETS TO BE

PROVIDED AND INSTALLED BY EC.

W A

RE

H

O

US

E

RE

N O

V A

TIO

N

S

READING AREA

COMMUNITY COLLEGE

CONSTRUCTION DOCUMENTS

REVISION HISTORY

INTERIOR

ELEVATIONS

A-401

PROJ. MGR.: BRAD BLANKENBILLER

PROJECT #:

26-0014

PROFESSIONAL SEAL

1 2 6 8 P E N N A V E N U E W Y O M I S S I N G , P A 1 9 6 1 0

6 1 0 . 3 7 6 . 4 9 2 7 w w w . M G - A r c h i t e c t s . c o m

BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING

SHEET TITLE:

DRAWN BY: EMG

CLIENT PROJ #: 26-27-001

SCOTT GRAHAM AIA, LEED AP+

SCOTTG@MG-ARCHITECTS.COM

RE

A

D

IN

G A

RE

A

C O

M M

UN

ITY

C O

LL

EG

E

SP

RU

C E

ST

RE

ET

R

EA

D

IN

G

, P A contact: DOLORES PETERSON, SENIOR VP

10 SOUTH SECOND STREET

READING, PA 19602

610.607.6265

DPETERSON@RACC.EDU

VERIFY SCALE

e-MAIL: BRADB@MG-ARCHITECTS.COM

RACC Warehouse.pln | P:\26-0014.0_RACC_Warehouse\1-Design\RACC Warehouse.pln | 7/7/2026 | 10:27 AM

A R C H I T E C T U R A L D E S I G N I N T E R I O R D E S I G N C O D E A N A L Y S I S

P L A N N I N G S E R V I C E S R E P O R T S A N D S T U D I E S

E N G I N E E R I N G S E R V I C E S H I S T O R I C P R E S E R V A T I O N

COPYRIGHT © 2026 ALL RIGHTS RESERVED. NEITHER ALL NOR

ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED,

COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT

TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF

MG ARCHITECTS, LTD. THESE PLANS, DESIGNS AND SUBJECT

MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN

ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO

ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN

PERMISSION AND CONSENT OF MUHLENBERG GREENE

ARCHITECTS, LTD. THIS DOCUMENT IS AN ARTICLE OF SERVICE

AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE

EXPRESSLY RESERVED BY MG ARCHITECTS, LTD.

2.01.01 9.92.01

2.01.01 9.92.01

2.01.01 9.92.01

9.29.02 9.92.01

2.01.07 9.92.03

2.01.07 9.92.03

9.65.01

9.29.02 9.92.01

26.50.0126.50.0126.50.01 26.50.01

2.01.10

2.01.10

7.21.01

6.16.01 9.92.01 6.16.01 9.92.01

2.01.04

23.34.01 23.34.01TYP.

TYP.

2.01.07 9.92.03

T.O. PLYWOOD

8'-0" A.F.F.

FINISH FLOOR

0'-0"

FAN MOUNTING HT.

18'-6" A.F.F.

B.O. LIGHT FIXTURE

20'-6" A.F.F.

A-501

2.01.08 9.92.03

6.16.01 9.92.01 6.16.01 9.92.01

2.01.07 9.92.03

9.65.01

26.50.01 26.50.01

9.29.02 9.92.01 9.29.02 9.92.01

T.O. PLYWOOD

8'-0" A.F.F.

FINISH FLOOR

0'-0"

A-501

7.21.01

A-401

A-401

2.01.07 9.92.03

2.01.07 9.92.03

2.01.07 9.92.03

2.01.14 9.92.04

9.65.01

10.56.01 10.56.0110.56.01

23.34.01

26.50.01 26.50.0126.50.0126.50.01

23.34.01

8.11.02

101.1

7.21.01

9.29.02 9.92.01 9.29.02 9.92.01

6.16.01 9.92.01 6.16.01 9.92.01

9.29.03 9.92.01 9.29.03 9.92.01

2.01.19 9.92.01 2.01.19 9.92.01

SEE:

SEE:

5.12.01 9.92.03

5.12.01 9.92.03

EXISTING PLYWOOD

WAINSCOT TO REMAIN

T.O. PLYWOOD

8'-0" A.F.F.

FINISH FLOOR

0'-0"

FAN MOUNTING HT.

18'-6" A.F.F.

B.O. LIGHT FIXTURE

20'-6" A.F.F.

9.92.01

A-501

10'-0 1/4"

2.01.19 9.92.01 2.01.19 9.92.01

2.01.08 9.92.03

2.01.03 9.92.02

9.65.01

9.22.02 9.29.01

2.01.08 9.92.03

26.50.0126.50.01

10.56.01

2.01.03 9.92.02

7.21.01

2.01.19 9.92.01 2.01.19 9.92.01

2.01.04

2.01.16

2.01.20

EXISTING DUCTWORK

3' -1

1/

2"

EXISTING PLYWOOD

WAINSCOT TO REMAIN

B.O. OPENING

14'-4" +/-

FINISH FLOOR

0'-0"

2'-0"

3'-0" 3'-0"

6'-0"

7' -0

1' -6

1'

-6

1' -6

1'

-6

PROVIDE IN WALL

BLOCKING AS

REQUIRED FOR

SECURE MOUNTING

SHELF UPRIGHT

CANTILEVERED

SHELF BRACKET

SOLID 16ga. GALVANIZED STEEL SHELF w/ FRONT BENT FASCIA AND

BENT BACK EDGE

ANTI-SWAY STEEL STRAP

CROSS BRACES PER MANUF.

REQUIREMENTS

FULL HT. SOLID END PANELS;

MATCH SELF DEPTH

FOOT BRACKET w/

BASE CLOSURE

FOOT BRACKET w/

BASE CLOSURE

10.56.01

10.56.01

SECTION A-A ELEVATION

KEYED NOTES

02 DEMOLITION

2.01 EXISTING CONDITIONS

2.01.01 EXISTING COLUMN TO REMAIN.

2.01.03 EXISTING DOOR TO REMAIN.

2.01.04 EXISTING GAS-FIRED (REZNOR) UNIT HEATER TO REMAIN. PROTECT

FROM DAMAGE DURING CONSTRUCTION. COORDINATE WITH

MECHANICAL.

2.01.07 EXISTING STEEL BEAM TO REMAIN.

2.01.08 EXISTING STEEL ROOF PURLINS TO REMAIN.

2.01.10 EXISTING WINDOW TO REMAIN; PROTECT AS REQUIRED. AT THE

COMPLETION OF WORK, CONTRACTOR TO CLEAN ALL WINDOW

FRAMES AND GLAZING THROUGHOUT SPACE.

2.01.14 EXISTING DOOR FRAME TO REMAIN.

2.01.16 EXISTING THERMOSTAT TO REMAIN. PROTECT DURING

CONSTRUCTION.

2.01.19 EXISTING GYPSUM BOARD SHEATHING AND PLYWOOD WAINSCOT

TO REMAIN.

2.01.20 EXISTING FIRE STROBE TO REMAIN.

05 METALS

5.12 STRUCTURAL STEEL FRAMING

5.12 3" x 3" x 1/4" ANGLE IRON AND FAN SUPPORT FRAMING BY GC.

5.12.01

06 WOODS, PLASTICS AND COMPOSITES

6.16 SHEATHING

6.16.01 1/2" FIRE-RATED PLYWOOD STRUCTURAL SHEATHING; PAINTED.

07 THERMAL AND MOISTURE PROTECTION

7.21 THERMAL INSULATION

7.21.01 PATCH, REPAIR, AND SECURE REMAINING AND DISTURBED

INSULATION, INCLUDING AREAS AFFECTED BY DEMOLITION, TO

MATCH EXISTING AND PROVIDE A CONTINUOUS AND NEAT

APPEARANCE.

08 OPENINGS

8.11 HOLLOW METAL DOORS AND FRAMES

8.11.02 SCHEDULED DOOR PANEL; COORDINATE w/ DOOR SCHEDULE.

09 FINISHES

9.22 NON-STRUCTURAL METAL FRAMING

9.22.02 INFILL EXISTING OPENING w/ NEW 20 ga. METAL STUDS @ 16" O.C.

MATCH EXISTING FRAMING DEPTH TO ALLOW WALL SURFACE TO

FINISH FLUSH w/ EXISTING WALL SURFACE ON BOTH SIDES.

9.29 GYPSUM BOARD

9.29.01 5/8" GYPSUM BOARD. FINISH FLUSH w/ ADJACENT WALL SURFACE.

TYPICAL FOR BOTH SIDES OF WALL INFILL.

9.29.02 5/8" GYPSUM BOARD FROM TOP OF PLYWOOD SHEATHING TO

UNDERSIDE OF ROOF DECK.

9.29.03 EXTEND GYPSUM BOARD FROM TOP OF EXISTING GYPSUM BOARD

TO UNDERSIDE OF ROOF DECK. MATCH EXISTING SHEATHING

THICKNESS.

9.65 RESILIENT FLOORING

9.65.01 6" HIGH THERMOPLASTIC RUBBER WALL BASE FOR PERIMETER OF

ROOM OR CORRIDOR. BASIS OF DESIGN: JOHNSONITE OR

TARKETT; COLOR AS SELECTED BY ARCHITECT.

9.92 INTERIOR PAINTING

9.92.01 PRIME AND PAINT (2 COATS) ALL WALLS IN ROOM, UNLESS

SPECIFIC WALLS NOTED OTHERWISE. PAINT, INCLUDING ALL

EXPOSED COLUMNS, FROM FLOOR TO UNDERSIDE OF ROOF DECK.

9.92.02 PREP AND PAINT TWO (2) COATS EXISTING DOOR AND FRAME,

INCLUDING ALL CASINGS AND TRIMS.

9.92.03 PREP AND PAINT TWO (2) COATS EXISTING ROOF STRUCTURE IN ITS

ENTIRETY w/ DRYFALL PAINT.

9.92.04 PREP AND PAINT TWO (2) COATS EXISTING DOOR FRAME IN ITS

ENTIRETY.

10 SPECIALTIES

10.56 STORAGE ASSEMBLIES

10.56.01 PROVIDE AND INSTALL NEW FIVE (5) TIER, 72" LENGTH x 24" DEEP

SHELVING SYSTEM. PROVIDE WOOD BLOCKING IN WALL AS

REQUIRED FOR SECURE MOUNTING. BASIS OF DESIGN: E-Z

SHELVING SYSTEMS, INC. CANTILEVER METAL STORAGE SYSTEM, OR

EQUAL.

23.34 HVAC FANS

23.34.01 NEW HIGH VOLUME, LOW SPEED (HVLS) CEILING FAN MOUNTED

TO ROOF STRUCTURE, BY EC. INSTALL PER MANUFACTURER'S

RECOMMENDATIONS. COORDINATE REQUIRED FAN CLEARANCES

w/ ALL OTHER CEILING MOUNTED FIXTURES; SEE ELECTRICAL NOTES 1 & 2.

26 ELECTRICAL

26.50 LIGHTING

26.50.01 INSTALL NEW HIGH-BAY LINEAR LED LIGHT FIXTURES IN NEW

LOCATION AS SHOWN ON PLAN. SEE ELECTRICAL NOTE #2.

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

SCALE: 1/4" = 1'-0"2 INTERIOR ELEVATION

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

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

SCALE: 3/4" = 1'-0"5 SHELVING DETAIL

W A

RE

H

O

US

E

RE

N O

V A

TIO

N

S

READING AREA

COMMUNITY COLLEGE

CONSTRUCTION DOCUMENTS

REVISION HISTORY

DETAILS

A-501

PROJ. MGR.: BRAD BLANKENBILLER

PROJECT #:

26-0014

PROFESSIONAL SEAL

1 2 6 8 P E N N A V E N U E W Y O M I S S I N G , P A 1 9 6 1 0

6 1 0 . 3 7 6 . 4 9 2 7 w w w . M G - A r c h i t e c t s . c o m

BAR IS ONE (1) INCH LONG ON ORIGINAL DRAWING

SHEET TITLE:

DRAWN BY: EMG

CLIENT PROJ #: 26-27-001

SCOTT GRAHAM AIA, LEED AP+

SCOTTG@MG-ARCHITECTS.COM

RE

A

D

IN

G A

RE

A

C O

M M

UN

ITY

C O

LL

EG

E

SP

RU

C E

ST

RE

ET

R

EA

D

IN

G

, P A contact: DOLORES PETERSON, SENIOR VP

10 SOUTH SECOND STREET

READING, PA 19602

610.607.6265

DPETERSON@RACC.EDU

VERIFY SCALE

e-MAIL: BRADB@MG-ARCHITECTS.COM

RACC Warehouse.pln | P:\26-0014.0_RACC_Warehouse\1-Design\RACC Warehouse.pln | 7/7/2026 | 10:27 AM

A R C H I T E C T U R A L D E S I G N I N T E R I O R D E S I G N C O D E A N A L Y S I S

P L A N N I N G S E R V I C E S R E P O R T S A N D S T U D I E S

E N G I N E E R I N G S E R V I C E S H I S T O R I C P R E S E R V A T I O N

COPYRIGHT © 2026 ALL RIGHTS RESERVED. NEITHER ALL NOR

ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED,

COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT

TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF

MG ARCHITECTS, LTD. THESE PLANS, DESIGNS AND SUBJECT

MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN

ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO

ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN

PERMISSION AND CONSENT OF MUHLENBERG GREENE

ARCHITECTS, LTD. THIS DOCUMENT IS AN ARTICLE OF SERVICE

AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE

EXPRESSLY RESERVED BY MG ARCHITECTS, LTD.

45º 45º

45°

GUY WIRE

GUY WIRE

GRIPPLE

FINISH FLOOR

0'-0"

B.O. EXISTING ROOF

23'-6 1/2"

T.O. PLYWOOD SHEATHING

8'-0" A.F.F.

2.01.07 9.92.03

2.01.01

2.01.18

9.22.01

6.16.01

2.01.11

7.21.01

9.65.01

FACE OF EXISTING CORRUGATED

STEEL SIDING

9.22.03

9.22.03

9.22.03

9.29.02

9.22.04

FINISH FLOOR

0'-0"

B.O. EXISTING ROOF

23'-6 1/2"

2.01.10

2.01.17 7.21.03

9.65.01

7.21.01 2.01.05 9.92.03

2.01.17 7.21.03

2.01.10

RETURN WALL SURFACE

INTO JAMB AND SILL; TYPICAL

FOR ALL WINDOWS

RETURN WALL SURFACE

INTO JAMB AND SILL; TYPICAL

FOR ALL WINDOWS

T.O. PLYWOOD SHEATHING

8'-0" A.F.F.

6.16.01

9.29.02

RETURN WALL SURFACE

INTO JAMB AND SILL; TYPICAL

FOR ALL WINDOWS

RETURN WALL SURFACE

INTO FRAME HEAD; TYPICAL

FOR ALL WINDOWS

RETURN WALL SURFACE

INTO JAMB AND SILL; TYPICAL

FOR ALL WINDOWS

RETURN WALL SURFACE

INTO FRAME HEAD; TYPICAL

FOR ALL WINDOWS

DOOR SCHEDULE

DOOR

NUMBER

101.1

102.1

ROOM NAME

THEATRICAL STORAGE

ROOM

WAREHOUSE VESTIBULE

OPENING

WIDTH

5'-6"

6'-0"

OPENING

HEIGHT

6'-8"

7'-0"

HANDING

RHA

LRA

FRAME DATA

ELEVATION

EXISTING

F1

MATERIAL

EXISTING

HM

GLAZING

DOOR DATA

ELEVATION

F

F

THICKNESS

1 3/4"

1 3/4"

MATERIAL

STL

STL

GLAZING

THRESHOLD/

SADDLE

HEAD

6/A-501

JAMB

7/A-501

SILL

REMARKS

EXISTING FRAME; VERIFY DIMENSIONS IN FIELD.

ONE (1) 3'-0" PANEL, ONE (1) 2'-6" PANEL

INFILL HOST WALL AROUND FRAME AS REQUIRED

FINISH FLOOR

0'-0"

2"

SCHEDULED BASE

2.01.07 9.92.03

EXISTING WALL CONSTRUCTION

TO REMAIN

T.O. PLYWOOD SHEATHING

8'-0" A.F.F.

B.O. GIRT

11'-11 3/4" A.F.F.

B.O. EXISTING DECK

23'-6 1/2"

9.22.01

2.01.12

2.01.13

7.21.01

9.22.04

6.16.01

9.29.02

DOOR HARDWARE SCHEDULE

DOORS

101.1

102.1

LOCK/LATCH FUNCTION

PASSAGE w/ DOUBLE CYLINDER

STOREROOM

PREP

CYLINDER

HARDWARE OUTSIDE

LEVER

LEVER

HARDWARE INSIDE

LEVER

EXIT DEVICE, CONCEALED

VERT. RODS

HINGE

3 PAIR

3 PAIR

ELECTRIC LOCK

POSITION

SWITCH

CARD/KEY

FOB READER

CLOSER

SURFACE, PARALLEL ARM

STOP/BUMPER

WALL STOP

FLOOR STOP

KICK PLATE

48; x 2 LDW

GASKET

FLOOR

SWEEP

THRESHOLD

ACCESSORY

CONCEALED FLUSH BOLTS, TOP

& BOTTOM

FINISH

US32D

US32D

REMARKS

SEE NOTES 12, 13, 14, &17

SEE NOTES 12, 15, &16

DOOR FRAME MATERIAL LEGEND

HM HOLLOW METAL (STEEL)

ALUM.1 ALUMINUM BY STOREFRONT/CURTAINWALL MFR.

WD WOOD FRAME

INSUL INSULATED/THERMALLY BROKEN AT EXTERIOR LOCATIONS

EXIST EXISTING DOOR TO REMAIN

DOOR MATERIAL LEGEND

STL HOLLOW METAL (STEEL) DOOR

STL-INSUL. INSULATED CORE, STEEL DOOR

WD FLUSH WOOD DOOR

ALUM ALUMINUM-FRAMED…