EXISTING PARTITION

TO REMAIN

EXISTING PARTITION

TO BE DEMOLISHED

NEW PARTITION &

TYPE SYMBOL

1t

CEILING TYPE

CEILING HEIGHT

BUILDING SECTION

DESIGNATION

A101

1 Ref

R e f

1 Ref

R e f

SHEET REFERENCE

ELEVATION NAME/NUMBER

Symbols Legend Abbreviations

CLG CEILING

COL COLUMN

CONC CONCRETE

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CPT CARPET

CTR CENTER

D

D.F. DRINKING FOUNTAIN

DEMO DEMOLITION

DIA DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

E

E EAST

E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM

E.J. EXPANSION JOINT

E.W.C. ELECTRIC WATER COOLER

EA EACH

ELEC ELECTRIC(AL)

ELEV ELEVATOR

A/C AIR CONDITIONING

A.C.M. ALUMINUM COMPOSITE MATERIAL

A.C.T. ACOUSTICAL CEILING TILE

A.F.F. ABOVE FINISHED FLOOR

A.W.C. ACOUSTIC WALL COVERING

ABV ABOVE

ADD'L ADDITIONAL

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE(LY)

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BRG BEARING

BSMT BASEMENT

BTM BOTTOM

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

C

C.I.P. CAST-IN-PLACE

C.J. CONTROL JOINT

C.L. CENTER LINE

C.M.T. CERAMIC MOSAIC TILE

C.M.U. CONCRETE MASONRY UNIT

C.T. CERAMIC TILE

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.F.E. FINISH FLOOR ELEVATION

FD FLOOR DRAIN

FDN FOUNDATION

FIN FL FINISH FLOOR

FL FLOOR

FT (') FOOT

FTG FOOTING

G

G.W.B. GYPSUM WALLBOARD

GALV GALVANIZED

H

H.M. HOLLOW METAL

HCP HANDICAP(PED)

HT HEIGHT

HORIZ HORIZONTAL

I

IN INCH(ES)

INCL INCLUDE(S)

INFO INFORMATION

INSUL INSULATION (INSULATED)

INT INTERIOR

J

JAN JANITOR

JT JOINT

L

LAV LAVATORY

LTG LIGHTING

M

M.B. MARKER BOARD

M.O. MASONRY OPENING

MAINT MAINTENANCE

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

N

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

P

P LAM PLASTIC LAMINATE

P.B. PIN BOARD

PERF PERFORATED

PERIM PERIMETER

PL PLATE

PLAS PLASTER

PLBG PLUMBING

PLWD PLYWOOD

PNL PANEL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PT PAINT

PTD PAINTED

Q

Q.T. QUARRY TILE

QLTY QUALITY

QTY QUANTITY

R

R RISERS (STAIR)

r RADIUS

R.D. ROOF DRAIN

R.O. ROUGH OPENING

R.W.C. RAIN WATER CONDUCTOR

REINF REINFORCE(D)(ING)(MENT)

REQ'D REQUIRED

REV REVISION, REVISED

RFRIG REFRIGERATOR

RM ROOM

RUB RUBBER

S

S.A.B. SOUND ATTENUATION BLANKET

S.G.T. STRUCTURAL GLAZED TILE

S.P.R. SINGLE- PLY ROOFING

S.S.M. SOLID SURFACE MATERIAL

SCHED SCHEDULE

SECT SECTION

SEP SEPARATE

SF SQUARE FOOT

SHWR SHOWER

SIM SIMILAR

SPEC SPECIFICATIONS

SPEC'D SPECIFIED

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPEND(ED)

T

T TREAD

T & G TONGUE AND GROOVE

T.E.S. TACTILE EXIT SIGN

T/ TOP OF

T/CONC TOP OF CONCRETE

T/FTG TOP OF FOOTING

T/JST TOP OF JOIST

T/STL TOP OF STEEL

T/WALL TOP OF WALL

TB TACK BOARD

T.B.R. TO BE REMOVED

THRES THRESHOLD

TLT TOILET

T.S. TACK STRIP

TYP TYPICAL

TZ TERRAZZO

U

U.H. UNIT HEATER

U.O.N. UNLESS OTHERWISE NOTED

U/S UNDERSIDE OF

V

V.T. VINYL TILE

VAR VARIES

VAT VINYL ASBESTOS TILE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

V.I.F. VERIFY IN FIELD

VWC VINYL WALL COVERING

W

W.B. DRY ERASE WHITE BOARD

W.C. WATER CLOSET

W.W.F. WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

WD WOOD

WGT WEIGHT

WIN WINDOW

Y

YD YARD

VIEW REFERENCE SYMBOLS

DETAIL

WALL SECTION DESIGNATION

INTERIOR ELEVATION

SHEET REFERENCE

DETAIL NUMBER

SHEET REFERENCE

DETAIL NUMBER

SHEET REFERENCE

DETAIL NUMBER

A101

SHEET REFERENCE

ELEVATION NAME/NUMBER

BUILDING ELEVATION

Ref

1R e f

1 R e f

Ref

DRAWING SYMBOLS

ROOM IDENTIFICATION

ROOM NUMBER

AREA (WHERE

APPLIES)

DOOR SYMBOL & NUMBER

WINDOW TYPE INDICATOR

WINDOW TYPE

DESIGNATION

CEILING IDENTIFICATION

PARTITIONS

NEW DOOR/FRAME

PARTITION TYPE

DESIGNATION

STRUCTURAL GRID IDENTIFICATION

0 GRIDLINE

DESIGNATION

LEVEL ELEVATION

LEVEL NAME

VERTICAL

DATUM

T.O.S. HP: 40'-0"

POINT ELEVATION

VERTICAL

DATUM

DESCRIPTION

EXISTING DOOR/FRAME

EXISTING DOOR

TO BE DEMOLISHED

DOORS

A

A300

A350

A500

FOS FACE OF STUD

FRT FIRE RATED TREATED

MCJ MASONRY CONTROL JOINT

SYS SYSTEM

Corridor

417 SF

XX

X'-X"

D R

A W

N B

Y

Project Number

Drawing Number c

M

K S

D L L C

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

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G001

Cover Sheet

Northampton Community College

Fowler Luthier Expansion

M K

S D

04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

Northampton Community College

Owner:

NORTHAMPTON COMMUNITY COLLEGE

511 E. Third St.

Bethlehem, PA 18015 CONTACT: William S. Smith

TELEPHONE: (610) 861-4109

EMAIL: wssmith@northampton.edu

Architect:

MKSD, LLC

1209 Hausman Rd., Suite A Allentown, PA 18104 CONTACT: Nick Hewes

TELEPHONE: (610) 366-2081

EMAIL: nsh@mksdarchitects.com

511 E. Third St.

Bethlehem, PA 18015

Drawing List: Location Map: Site / Campus Map:

G001 Cover Sheet

G002 Code Information and Life Safety Plans

G003 Temporary Partition and Egress Locations

AD100 Basement Demolition Plan

AD101 First Floor Demolition Plan

A100A Basement New Work Plan, Partition Types

A101A First Floor New Work Plan, Door Schedule, & Interior Elevations

A350 Plan & Section Details

A400 Basement & First Floor RCPs

A701 Finish Plans & Schedules

A800 Basement & First Floor Equipment Plans

M000 Mechanical Legend, Abbreviations, & Symbols

M100 Basement Mechanical Ductwork Demolition Plan

M101 First Floor Mechanical Ductwork Demolition Plan

M102 Basement Mechanical Piping Demolition Plan

M103 First Floor Mechanical Piping Demolition Plan

M200 Basement Mechanical Ductwork New Work Plan

M201 First Floor Mechanical Ductwork New Work Plan

M300 Basement Mechanical Piping New Work Plan

M301 First Floor Mechanical Piping New Work Plan

M400 Partial Basement Mechanical Room Plan

M500 Mechanical Details

M600 Mechanical Schedules

P000 Plumbing Legend, Abbreviations, & Symbols

P100 Basement Plumbing Demolition Plan

P101 First Floor Plumbing Demolition Plan

P200 Basement Plumbing New Work Plan

P201 First Floor Plumbing New Work Plan

P300 Plumbing Schedules & Details

FP000 Fire Protection Legend, Abbreviations, Symbols, & Details

FP100 Basement Fire Protection Demolition Plan

FP101 First Floor Fire Protection Demolition Plan

FP200 Basement Fire Protection New Work Plan

FP201 First Floor Fire Protection New Work Plan

E000 Electrical Legend, Abbreviations, & Symbols

E100 Basement Electrical Demolition Plan

E101 First Floor Electrical Demolition Plan

E200 Basement Lighting Plan - New Work

E201 First Floor Lighting Plan - New Work

E300 Basement Power, Telecom, Fire Alarm Plan - New Work

E301 First Floor Power, Telecom, Fire Alarm Plan - New Work

E400 Electrical Details and Schedules

MEP Engineer:

HB Engineers

2900 Hamilton Blvd #200 Allentown, PA 18103 CONTACT: Thom Hoffman

TELEPHONE: 610-395-0101

EMAIL: thoffman@hbengineers.com

Fowler Luthier Expansion

No. Date Description

958 SF

Lacquer & UV

Spray Room

324 SF

UV Curing &

Filling

179 SF

Storage

149 SF

Storage

127 SF

Office

009 474 SF

Trad. Filling & Oil

Finish

374 SF

Finish Sanding

344 SF

Buffing

570 SF

Plastics

103 SF

Sound Booth 1 004A

399 SF

Storage/Inventory

223 SF

Storage/Inventory

272 SF

Maintenance

Office

159 SF

Audio Lab

103 SF

Sound Booth 2 004B

47 SF

Sink 012A

330 SF

Corridor 0-A

347 SF

Corridor 0-B

Maximum Travel Distance = 300'-0" Travel Distance = 97'-4"

Maximum Travel Distance = 300'-0" Travel Distance = 104'-7"

Department Legend

Business

CIRCULATION

Storage

437 SF

Corr.

0-C

1436 SF

Student

Workshop

213 SF

Student

Workshop

Storage

963 SF

Guitar Tech Lab

538 SF

Main Luthier

Assembly

209 SF

Guitar Repair &

Setup

356 SF

Reception

132 SF

Entrance

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

Existing Stair Exit Capacity = 280 Occs.

Existing Stair Exit Capacity = 280 Occs.

Maximum Travel Distance = 300'-0" Travel Distance = 75'-3"

Maximum Travel Distance = 300'-0" Travel Distance = 91'-6"

Maximum Travel Distance = 300'-0" Travel Distance = 88'-3"

Department Legend

Business

CIRCULATION

Storage

NOT IN SCOPE

BASEMENT

PROJECT SCOPE

NOT IN SCOPE

FIRST FLOOR

PROJECT SCOPE

D R

A W

N B

Y

Project Number

Drawing Number c

M

K S

D L L C

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

/2

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G002

Code Information and Life Safety Plans

Northampton Community College

Fowler Luthier Expansion

M K

S D

04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

Use Group Classification (IBC 2021 Ch 3) B - Business

Construction Type (T601) Type 2A

Existing Building Height 6 stories, existing to remain Existing Building Area 6 stories, existing to remain

Area of Renovation Total Basement Level Area of Work 5,941 SF Total First Floor Area of Work 4,422 SF

Fire Protection Systems Automatic Sprinkler System (Section 903) Existing - modified as needed from modified spaces Manual Fire Alarm (Section 907) Existing - modified as needed from modified spaces Fire Extinguishers (Section 906) Use Extinguishers rated 2A:60B:C - 10lb, spaced as shown on Plans, with a max travel distance of 150'-0" between Extinguishers

Exit Access Travel Distance (T1017.2) With Sprinkler System= 300 ft

Number of Exits Required (T1006.2.1, T1006.3.1) 3 min, provided

Corridor Fire-Resistance Rating (T1020.2) With Sprinkler System= 0 hour

Fire Resistance Rating Requirements (T601) Structural Frame 1 HR (2 HR existing) Exterior Bearing Wall 1 HR (2 HR existing) Interior Bearing Wall 1 HR Interior Non-Bearing Wall 0 HR Floor Construction 1 HR Roof Construction 1 HR

Interior Wall and Ceiling Finish Requirements (T803.13) Exit Enclosures & Exit Passageways Class B Corridors Class C Rooms and Enclosed Spaces Class C

Design Occupant Load (T1004.5) Calculated By Use - See Life Safety Plan Business Group 1 Occupant per 150 SF gross

TOTAL: 66 occupants

Egress Width per Occupant Served (Section 1005) 0.2" per occupant for other egress components 0.2" per occupant: 56 occupants x .2" = 11.2" required

36" Doors = 34" clear width - Complies

CODE INFORMATION: Municipality: City of Bethlehem

All construction has been designed to meet the provisions of the Pennsylvania Uniform Construction Code (UCC). The UCC Administration and Enforcement regulation has adopted the following codes for use throughout the Commonwealth of Pennsylvania, effective 1/1/2026.

Pennsylvania Uniform Construction Code International Existing Building Code 2021 (IEBC 2021) including all appendices & resource information

International Building Code 2021 (IBC 2021) excluding chapter 1 (most of its requirements are incorporated in Chapter 403 of the UCC regulation). Chapter 27 (Electrical) requires that all electrical components, equipment and systems in buildings and structures covered by the IBC comply with the requirements of NFPA 70-2017, National Electrical Code

Chapter 11, International Building Code 2021 Accessibility Requirements

International Energy Conservation Code 2021 (IECC 2021)

International Fire Code 2021 (IFC 2021) only to the extent referenced in Chapter 35 of the IBC 2021

International Mechanical Code 2021 (IMB 2021)

International Plumbing Code 2021 (IPC 2021)

American National Standard Accessible and Usable Buildings and Facilities 2009 (ICC A117.1-2009)

Project Summary:

This project includes the complete existing fitout demolition and subsequent renovation of a 4,422 sf Luthier Lab & Fabrication space on the 1st Floor of the project building and a 5,941 sf Luthier Fabrication space in the Basement of the project building. The project includes no change of use group and no renovations to the existing shell building.

1. All work shall be installed and erected in accordance with building and safety codes mandated by federal, state and local government laws, ordinances and regulations; industry standards and the requirements and rules and regulations of all public utilities. All local permits and fees shall be paid by the installing Contractor unless otherwise noted.

2. Prior to submitting a proposal, contractor/bidder shall have carefully examined the site and be familiar with the actual conditions and existing improvements, equipment and their locations: and Contractor/bidder understands that the actual conditions and existing structures, improvements, equipment and their locations may be different from that depicted on the plans and specifications provided.

In submitting a bid and entering into an agreement, Contractor/bidder relies upon its examination of the site and the actual conditions at the site. Any and all additional labor/material/equipment that may be required as a result of Contractor/bidder's failure to follow these requirements shall be provided by the Contractor/bidder at no additional cost to the Owner.

3. Contractor shall field verify all conditions and dimensions at the job site prior to start of work and shall be responsible to notify the Architect of any and all discrepancies in writing. If discrepancies occur between drawings and/or project manual and no addenda are issued to clarify the discrepancies, the more expensive or greater quantity option(s) shall be included in the work.

4. Contractor to make every effort to coordinate or schedule activities to minimize areas of disruption occurring at any one time. Contractor shall coordinate interruption of any services affecting the adjoining areas with the Owner.

5. It shall be the responsibility of the Contractor(s) to coordinate their work with other Contractor(s) working on the project and for sharing shop drawings and installation instruction. Any labor and material required in order to make a system operable and/or required for proper installation shall be made at no additional cost regardless if specified or not.

6. General Contractor shall provide necessary concealed blocking for support as required for complete installation at no additional cost.

7. Contractor(s) are to verify depth/height of any items installed and make appropriate adjustments for a complete installation.

8. Any damage to site and or buildings caused as a result of the construction process shall be repaired and/or made new by the Contractor causing the damage as determined by the Architect/Owner.

9. Where a fire rated or sound rated partition/wall is called for, all voids between the partition and adjoining surface shall be sealed accordingly with rated barrier materials by the Contractor installing the partition (or in existing partitions) as approved by the Architect/Owner.

10. Any item passing through a fire rated or sound rated partition shall be sealed accordingly with rated barrier materials by the Contractor installing the item.

11. Where patching is called for, the finish shall match existing adjacent. If no new finish is scheduled or if finish cannot match existing, the Contractor shall install new finishes to closest logical point (i.e.

corner, joint, column, etc.) To blend with existing at no additional cost.

12. Where a partition/wall or item is removed that contains active piping, ductwork, wiring, and/or controls necessary for adjacent items which are to remain functioning, the Contractor for that trade shall relocate those items at no additional cost.

13. Contractor to provide adequate protection of all existing finishes/building elements to remain during entire construction period.

14. Owner supplied equipment to be ADA compliant.

15. Owner to submit product data to the contractor for all Owner supplied equipment prior to the submittal of associated shop drawings for coordination purposes.

16. All exterior dimensions shall be noted to the exterior face of stud or masonry. All interior dimensions shall be noted to the interior face of finish. Any and all dimensional discrepancies shall be brought to the Architect's attention, in writing as soon as discrepancy is known.

GENERAL NOTES:

1/8" = 1'-0"1 Life Safety Plan - Basement 0' 4' 8'2' 16'

N

1/8" = 1'-0"2 Life Safety Plan - First Floor

Occupancy Schedule - Basement

Occupancy Number Name Area

Occupant Load

Factor Occupants

014 Data 151 SF

151 SF 0

Business 003 Lacquer & UV Spray Room 958 SF 150 SF 7

Business 006 UV Curing & Filling 324 SF 150 SF 3

Business 008 Storage 149 SF 150 SF 1

Business 009 Office 127 SF 150 SF 1

Business 010 Trad. Filling & Oil Finish 474 SF 150 SF 4

Business 004 Audio Lab 159 SF 150 SF 2

Business 005 Finish Sanding 374 SF 150 SF 3

Business 011 Buffing 344 SF 150 SF 3

Business 012 Plastics 570 SF 150 SF 4

Business 004A Sound Booth 1 103 SF 150 SF 1

Business 013 Maintenance Office 272 SF 150 SF 2

Business 004B Sound Booth 2 103 SF 150 SF 1

Business 012A Sink 47 SF 150 SF 1

Business 108 Room 25 SF 150 SF 1

4029 SF 34

CIRCULATION 0-A Corridor 330 SF 0 SF

CIRCULATION 0-B Corridor 347 SF 0 SF

CIRCULATION 0-C Corr. 437 SF 0 SF

1115 SF 0

Storage 007 Storage 179 SF 300 SF 1

Storage 001 Storage/Inventory 399 SF 300 SF 2

Storage 002 Storage/Inventory 223 SF 300 SF 1

801 SF 4

6096 SF 38

Occupancy Schedule - First Floor

Occupancy Number Name Area

Occupant Load

Factor Occupants

Business 105 Student Workshop 1436 SF 150 SF 10

Business 106 Guitar Tech Lab 963 SF 150 SF 7

Business 103 Main Luthier Assembly 538 SF 150 SF 4

Business 104 Guitar Repair & Setup 209 SF 150 SF 2

Business 101 Reception 356 SF 150 SF 3

Business 100 Entrance 132 SF 150 SF 1

3634 SF 27

CIRCULATION 1-A Corridor 564 SF 0 SF

564 SF 0

Storage 102 Student Workshop Storage 213 SF 300 SF 1

213 SF 1

4412 SF 28

R E

F

5' - 0"

Provide ICRA system to temporarily partition off areas of construction

Provide secure door at temporary entrance to classroom suite; coordinate lockset with Owner

Provide emergency egress doors in ICRA system

Provide ICRA system to temporarily partition off areas of construction

D R

A W

N B

Y

Project Number

Drawing Number c

M

K S

D L L C

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

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G003

Temporary Partition and Egress Locations

Northampton Community College

Fowler Luthier Expansion

M K

S D

04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

1/8" = 1'-0"1 First Floor Temporary Partition Plan 0' 4' 8'2' 16'

N

No scope of work in hatched areas

4 5

4 5

4 5

4 5

4 5

4 5 4 5 4 5 4 5 4 5

4 54 5

4 5

4 5

4 5 4 5

5 5

4 5

4 5

1 16

Window sill height above plan cut

Window sill height above plan cut

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

D R

A W

N B

Y

Project Number

Drawing Number c

M

K S

D L L C

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

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S .r v t

AD100

Basement Demolition Plan

Northampton Community College

Fowler Luthier Expansion

M K

S D

04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

0' 4' 8'2' 16'

N

1/8" = 1'-0"1 Basement Demolition Plan

GENERAL DEMOLITION NOTES:

A. - The demolition work indicated is intended to assist the Contractor and give general information. It is recommended that the Contractor visit the Project site prior to bidding to fully acquaint themselves with the extent of all demolition work, which is necessary to complete the alterations and new construction as described in the Contract Documents. All demolition work required shall be included in the contract price. The Contractor will not be entitled to any claims for additional compensation related to required demolition.

B. - The Contractor shall verify all conditions and dimensions with the contract scope of work and notify the Architect immediately in writing of any deviation from Contract Documents necessitated by field conditions or items not covered.

C. - Dashed lines on the demolition plans represent walls, doors, soffits, casework, equipment, etc. to be removed. Patch and repair existing adjoining areas to remain.

D. - Demolition item number indicates general area but does not show every occurrence.

E. - Demolition work shall be performed in a safe and acceptable manner to authorities having jurisdiction and the Owner.

F. - Prior to demolition, Contractor shall review above ceiling conditions and areas below construction to confirm building components and equipment that are required to be preserved. Contractor shall notify Architect immediately of any such instances.

G. - Prior to demolition of any existing construction the Contractor must verify that it is not supporting construction to remain. Notify the Architect before demolition if an item is questionable. The Contractor shall provide all temporary shoring, scaffolding, etc. Which are necessary to prevent deflection, subsidence, collapse, or any other type of damage.

H. - Prior to demolition, Contractor shall review all items to be demolished with Owner to identify which items are to be salvaged and remain as Owner's property or temporarily stored for reuse and/or reinstallation.

I. - All trades shall be responsible for all cutting associated with the work done under their trade.

J. - All trades shall be responsible for patching adjacent surfaces & existing walls after demolition to match existing/receive new finishes & equipment. Patching shall match adjacent work in finish, structural qualities, coursing 0f masonry, and other characteristics. Patched surfaces to comply with fire and smoke resistant partition/barrier ratings, acoustical ratings, and other performance criteria.

K. - All masonry infill to be "toothed" into existing masonry assemblies where being exposed after construction.

L. Existing materials scheduled to remain may be temporarily removed if necessary for new work, but must be reinstalled in their previous locations in equal or better condition.

M. - Contractor shall schedule the construction activities in order maintain the security of the building throughout the construction.

N. - The Contractor shall maintain a safe means of egress during demolition work and provide temporary separation of work areas from other occupied areas of the building including dust partitions, walk-off mats, temporary filters, etc.. Fire alarm and smoke detection system to remain operational at all time. Protect smoke detectors as required and in conformance with codes and local authorities having jurisdiction.

O. - Contractor to provide temporary partitions/dust protection which maintains the existing ratings. Proposed locations to be reviewed with Owner and Architect prior to start of work.

Demolition Notes - Basement

Number Note

1 Remove existing wall in its entirety. Patch and prepare adjacent surfaces for new work.

2 Remove existing door in its entirety, including door frame and associated hardware. Prior to demolition, confirm intent to salvage or discard with Owner.

3 Salvage existing door, frame, sidelight, and all associated hardware for reuse in new work.

4 Remove existing floor and wall base finish. Patch, level, and prepare floor substrate to receive new finish.

5 Remove existing ceiling, all associated hangers or fasteners, and existing light fixtures. Ref 'E' dwgs.

6 Remove any existing suspended acoustical ceiling panels, decorative suspended wood ceiling elements, and existing light fixtures. Ref 'E' dwgs.

7 Salvage (2) existing suspended wood ceilings and integrated lighting for reuse in new work.

8 Remove and dispose of existing spray booth.

9 Remove existing casework and plumbing fixture. Patch and prepare adjacent surfaces for new work.

10 Salvage existing casework and plumbing fixture for reuse in new work. Relocate plumbing lines for new work. Ref 'P' dwgs.

11 Remove existing casework. Patch and prepare adjacent surfaces for new work.

12 Salvage existing display case components and return to Owner.

13 Salvage existing refrigerator and return to Owner.

14 Salvage existing casework and return to Owner.

15 Relocate existing custom desk. Coord. location with owner.

16 Remove existing vision panel in its entirety. Patch and prepare adjacent surfaces for new work.

17 Remove remaining portion of wall below demolished vision panel to create new framed opening.

18 Remove existing areas of water-damaged drywall.

19 Remove existing window in its entirety. Patch and prepare adjacent surfaces for new work.

20 Remove existing soffit in it's entirety, patch and prepare adjacent surfaces to receive new work/finishes

21 Remove and salvage existing vision panel to create opening for temporary door; reinstall vision panel prior to substantial completion.

R E

F

No scope of work in hatched areas

4 5

Extent of floor finish demolition work (Demo note 4)

Extent of floor finish demolition work (Demo note 4)

8' - 0"

Extent of floor finish demolition work (Demo note 4)

Extent of ceiling demolition work (Demo note 5)

Extent of ceiling demolition work (Demo note 5)

See 'M' demo dwgs

See 'M' demo dwgs

Extent of ceiling demolition work (Demo note 6)

See 'M' demo dwgs

See 'M' demo dwgs

See 'M' demo dwgs

D R

A W

N B

Y

Project Number

Drawing Number c

M

K S

D L L C

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

/2

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S .r v t

AD101

First Floor Demolition Plan

Northampton Community College

Fowler Luthier Expansion

M K

S D

04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

1/8" = 1'-0"1 First Floor Demolition Plan 0' 4' 8'2' 16'

N

Demolition Notes - First Floor

Number Note

1 Remove existing wall in its entirety. Patch and prepare adjacent surfaces for new work.

2 Remove existing door in its entirety, including door frame and associated hardware. Prior to demolition, confirm intent to salvage or discard with Owner.

3 Salvage existing door, frame, sidelight, and all associated hardware for reuse in new work.

4 Remove existing floor and wall base finish. Patch, level, and prepare floor substrate to receive new finish.

5 Remove existing ceiling, all associated hangers or fasteners, and existing light fixtures. Ref 'E' dwgs.

6 Remove any existing suspended acoustical ceiling panels, decorative suspended wood ceiling elements, and existing light fixtures. Ref 'E' dwgs.

7 Salvage (2) existing suspended wood ceilings and integrated lighting for reuse in new work.

8 Remove and dispose of existing spray booth.

9 Remove existing casework and plumbing fixture. Patch and prepare adjacent surfaces for new work.

10 Salvage existing casework and plumbing fixture for reuse in new work. Relocate plumbing lines for new work. Ref 'P' dwgs.

11 Remove existing casework. Patch and prepare adjacent surfaces for new work.

12 Salvage existing display case components and return to Owner.

13 Salvage existing refrigerator and return to Owner.

14 Salvage existing casework and return to Owner.

15 Relocate existing custom desk. Coord. location with owner.

16 Remove existing vision panel in its entirety. Patch and prepare adjacent surfaces for new work.

17 Remove remaining portion of wall below demolished vision panel to create new framed opening.

18 Remove existing areas of water-damaged drywall.

19 Remove existing window in its entirety. Patch and prepare adjacent surfaces for new work.

20 Remove existing soffit in it's entirety, patch and prepare adjacent surfaces to receive new work/finishes

21 Remove and salvage existing vision panel to create opening for temporary door; reinstall vision panel prior to substantial completion.

958 SF

Lacquer & UV

Spray Room

179 SF

Storage

149 SF

Storage

127 SF

Office

474 SF

Trad. Filling & Oil

Finish

374 SF

Finish Sanding

344 SF

Buffing

570 SF

Plastics

103 SF

Sound Booth 1 004A

399 SF

Storage/Inventory

223 SF

Storage/Inventory

272 SF

Maintenance

Office

No scope of work in hatched areas

159 SF

Audio Lab

103 SF

Sound Booth 2 004B

47 SF

Sink 012A

Utility sink w/ integrated eyewash, see 'P' dwgs

330 SF

Corridor 0-A

347 SF

Corridor 0-B

21' - 0"

O P

E N

IN

G

/2

3' - 10" 21' - 0 1/4"

324 SF

UV Curing &

Filling

E001.2

E012

E004.4

E004.1

E001.3

E003.1

E003.3

E003.4

E004.5

E006

E007.2

E011E005

E .1

E -A

E -B

E

E

E

E .1

E .2

E .3

9' - 0"

New fence enclosure on public walkway, to match existing

2 2

151 SF

Data

2' - 0"

Utility sink w/ integrated eyewash, see 'P' dwgs

Install new drywall and paint after removal of existing water-damaged GWB. Prior to refinishing, investigate extent of water infiltration to determine if further remediation is required.

Install new drywall and paint after removal of existing water-damaged GWB. Prior to refinishing, investigate extent of water infiltration to determine if further remediation is required.

See 'M' dwgs

See 'M' dwgs

See 'M' dwgs

See 'M' dwgs

See 'M' dwgs

Patch and paint existing walls after removal of existing abandoned piping.

Existing fire extinguisher

Existing fire extinguisher

Existing fire extinguisher

Existing exterior columns

Line of Finish Floor

Extend of underside of roof/floor deck above

Fiberglass acoustical batt insulation

5/8" GWB, both sides

3-5/8" Metal stud @ 16" O.C.

3-5/8" Metal channel

Wall base, see finish schedule

Finish ceiling, see RCP

Wall finish, see finish schedule

PARTITION TYPE

1" = 1'- 0"

Acoustical sealant, both sides

Deflection track

Partition Notes:

1. All partitions are type 1 unless otherwise noted.

All walls and partitions required to be fire separation assemblies, smoke partitions, or constructed to resist the passage of smoke, shall be sealed at all voids at decks and all annular spaces shall be sealed with approved material for rated application.

2. Provide double 20 ga studs at door openings.

3. Provide diagonal bracing at 6'-0" o.c. min. at all mtl. stud partitions stopping below structure.

4. Partition types do not indicate finish, see finish schedule for finishes.

5. All gwb surfaces within 6'-0" of all lavatory, sink, water closet, shower, mop rack, whirlpool, tub, or other water source shall receive usg sheetrock mold tough ar firecode x (or approved equal). all wet locations shall be painted with epoxy paint from floor to ceiling

6. Provide control joints in the gypsum board where any of the conditions below exist:

A. Where a partition, wall, or ceiling traverses a construction joint (expansion, seismic or building control element) in the base building structure.

B. Where a wall or partition runs in an uninterrupted straight plane exceeding 30 linear feet.

C. In ceilings with perimeter relief, control joints shall be installed so that linear dimensions between control joints do not exceed 50 ft and total area between control joints does not exceed 2500 sq ft.

D. In ceilings without perimeter relief, control joints shall be installed so that linear dimensions between control joints do not exceed 30 ft and total area between control joints does not exceed 900 sq ft.

E. Where ceiling framing members change direction.

F. Where specified by the architect.

NOTE: Where a control joint occurs in an acoustical or fire-rated system, blocking shall be provided behind the control joint by using a backing material such as 5/8" type x gypsum board, mineral fiber, or other tested equivalent.

4 7/8"

Line of Finish Floor

Extend to underside of roof/floor deck above

7/8" horizontal Metal Hat Channels @ 24" O.C., on two-piece Noiseproofing Clips (Basis of Design by Green Glue). Clip spacing per instructions by Green Glue.

(2) Layers of 5/8" GWB

Wall base, see finish schedule

Finish ceiling, see RCP

Noiseproofing sealant (Basis of Design:

Green Glue Sealant)

Noiseproofing Compound (Basis of Design: Green Glue Compound), 2 tubes per GWB sheet

Noiseproofing sealant (Basis of Design: Green Glue Sealant)

Simpson STC Roof Truss Deflection Clip @ Ea. truss at non-bearing walls

PARTITION TYPE

1" = 1'- 0"

Existing wall assembly

Line of Finish Floor

Extend of underside of roof/floor deck above

Fiberglass acoustical batt insulation

(1) layer 5/8" GWB, interior side

3A: 3-5/8" Metal stud @ 16" O.C.

3B: 6" Metal stud @ 16" O.C.

3A: 3-5/8" Metal channel

3B: 6" Metal channel

Wall base, see finish schedule

Finish ceiling, see RCP

Wall finish, see finish schedule

3A

PARTITION TYPE

1" = 1'- 0"

3A: 6 1/2"

3B

PARTITION TYPE

1" = 1'- 0"

3B: 8 7/8"

(2) layers 5/8" GWB, exterior side

Deflection track

NOT IN SCOPE

BASEMENT

PROJECT SCOPE

D R

A W

N B

Y

Project Number

Drawing Number c

M

K S

D L L C

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

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S .r v t

A100A

Basement New Work Plan, Partition Types

Northampton Community College

Fowler Luthier Expansion

M K

S D

04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

0' 4' 8'2' 16'

N

1/8" = 1'-0"1 Basement New Work Plan

1436 SF

Student

Workshop

213 SF

Student

Workshop

Storage

963 SF

Guitar Tech Lab

538 SF

Main Luthier

Assembly

209 SF

Guitar Repair &

Setup

No scope of work in hatched areas

New framed opening, provide a flat aluminum jamb

356 SF

Reception

132 SF

Entrance

Display cabinet

Relocated existing casework & sink

/8

/8

14' - 1" 9' - 11" 10' - 5"

ALIGN

3A Relocated existing door and sidelight

5' - 6 1/2" 16' - 1 1/2" 5' - 2 1/2"

/4

3' - 6" 3' - 2 7/8"

17' - 2 15/16"

7' - 11 1/2"

16' - 2 5/8"

3B

3A

3A

3A

3A

3A3A

3A

3A

Existing door to be relocated

.2

E .1

E107

E .2

VP-01

VP-02

VP-03

VP-01

A101A2

2 2

A101A 3

VP-01

E105.1

See 'M' dwgs

A350

A350

A350

A350

A350

A101A4

A101A

6' - 6 7/8" 8' - 0"

HG

SEE SCHEDULE

S E

E S

C H

E D

U L E

6"

6"

1/4"

TEMPERED

GLASS*

FG

SEE SCHEDULE

S E

E S

C H

E D

U L E

6"

6"

1/4"

TEMPERED

GLASS

S E

E S

C H

E D

U L E

SEE SCHEDULE

8' - 0"

1/4" TEMPERED GLASS

6' - 0"

1/4" TEMPERED GLASS

8' - 0"8' - 0"

1/4" TEMPERED GLASS

3' - 0" 3' - 0" 1' - 6" 1 1/2" OVERHANG

/2

/2

Existing relocated upper cabinet

Existing relocated sink and apron

Existing relocated lower cabinets

SS-1

*All casework components salvaged and relocated from existing location except where noted. See demolition plans.

Existing window

FILLER 3' - 0" 3' - 0" 3' - 0" 2' - 11" FILLER

*All casework components by Owner, installed by GC.

Butcher block countertop, by Owner

(1) existing 35" flammables cabinet, by Owner

(3) existing 36" base cabinets, by Owner

VP-01

5' - 0 1/2"

2"

A101A

5' - 0 1/2"

2"

A101A

Opp

3/4" plywood with laminate finish

5' - 0 1/2"

Display case light fixture, see 'E' drawings

1/4" thick laminated glass with flush mount cabinet pivot hinges and lock

1/2" reveal, painted black

Finished Floor

Gyp. wall board

20 GA. 3 5/8" metal studs at 16" on center

2"

Gyp. wall board

Finished Ceiling

Scheduled base

NOT IN SCOPE

FIRST FLOOR

PROJECT SCOPE

D R

A W

N B

Y

Project Number

Drawing Number c

M

K S

D L L C

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

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S .r v t

A101A

First Floor New Work Plan, Door Schedule, & Interior Elevations

Northampton Community College

Fowler Luthier Expansion

M K

S D

04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

1/8" = 1'-0"1 First Floor New Work Plan 0' 4' 8'2' 16'

N

Frame Types:Door Types:

Door Schedule

Door Number

DOOR FRAME

Hardware - Power / Panic Fire Rating CommentsType Width Height Thickness Material Finish

Frame Type

Frame Material Finish

E001.1 ETR 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR Painted ETR

E001.2 ETR 3' - 0" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E001.3 ETR 3' - 0" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted Storeroom Card Access Read to match existing buildings system

E003.1 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E003.3 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E003.4 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E004.1 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted Classroom

E004.2 ETR 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR Painted ETR

E004.3 ETR 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR Painted ETR

E004.4 ETR 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR Painted Classroom

E004.5 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted Classroom

E005 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E006 ETR 3' - 0" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E007.1 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted Storeroom

E007.2 ETR 3' - 0" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E008 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted Storeroom

E009 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E010 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E011 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted ETR

E012 ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted Classroom Card Access Read to match existing buildings system

E-A ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted Panic Card Access Read to match existing buildings system

E-B ETR 3' - 6" 7' - 0" 1 3/4" ETR Painted ETR ETR Painted Panic Card Access Read to match existing buildings system

100 FG 6' - 0" 7' - 9 1/2" 1 3/4" ALUM Clear 1 ALUM Clear Classroom Card Access Read to match existing buildings system, door and frame to be acoustically rated

105.2 HG 3' - 0" 7' - 0" 1 3/4" ALUM Clear 1 ALUM Clear Classroom Card Access Read to match existing buildings system, door and frame to be acoustically rated

E105.1 ETR 6' - 0" 7' - 9 1/2" 1 3/4" ETR ETR ETR ETR ETR ETR Relocate existing double door and sidelite.

E106.1 ETR 3' - 0" 7' - 9 1/2" 1 3/4" ETR ETR ETR ETR ETR Classroom Relocate existing door and sidelite; Card Access Read to match existing buildings system

E106.2 ETR 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR Painted ETR

E107 ETR 3' - 0" 7' - 9 1/2" 1 3/4" ETR ETR ETR ETR ETR ETR

Vision Panel Types:

1/4" = 1'-0"2 Student Workshop - Elev. 1

1/4" = 1'-0"3 Student Workshop - Elev. 2

1/4" = 1'-0"4 Display Cab. - Elev. 1

1/4" = 1'-0"5 Display Cab. - Elev. 2 1/2" = 1'-0"6 Casework Section - Display Cabinet

Existing GWB-wrapped column

5/8" GWB, both sides

3 5/8" mtl studs @ 16" o.c.

Door jamb, ref.

door schedule

ALIGN ALIGN

Existing GWB-wrapped column

5/8" GWB

3 5/8" mtl studs @ 16" o.c.

ALIGN

1" resilient channel @ 24" o.c.

(2) layers 5/8"

GWB

3/4" plywd. w/ laminate finish

5/8" GWB

3 5/8" mtl studs @ 16" o.c.

(2) layers 5/8"

GWB

1" resilient channel @ 24" o.c.

3/4" plywd. w/ laminate finish

Existing GWB-wrapped column

5/8" GWB

3 5/8" mtl studs @ 16" o.c.

(2) layers 5/8"

GWB

1" resilient channel @ 24" o.c.5/8" GWB

3 5/8" mtl studs @ 16" o.c.

Door jamb, ref.

door schedule

ALIGN

Existing GWB-wrapped column

5/8" GWB

3 5/8" mtl studs @ 16" o.c.

(2) layers 5/8"

GWB

1" resilient channel @ 24" o.c.

Door jamb, ref.

door schedule

5/8" GWB

3 5/8" mtl studs @ 16" o.c.

6" mtl studs @ 16" o.c.

110.00°

70.0 0°

ALIGN

Return GWB to door jamb, both sides, typ.

(2) layers 5/8"

GWB

1" resilient channel @ 24" o.c.

5/8" GWB

6" mtl studs @ 16" o.c.

Existing wall assembly

Existing storefront, new partition to be constructed clear of the existing storefront

D R

A W

N B

Y

Project Number

Drawing Number c

M

K S

D L L C

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

/2

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S .r v t

A350

Plan & Section Details

Northampton Community College

Fowler Luthier Expansion

M K

S D

04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

1 1/2" = 1'-0"1 Detail - Partitions to Column @ Guitar Tech Lab 1 1/2" = 1'-0"2 Detail - Partitions to Column @ Corridor Display Case

1 1/2" = 1'-0"3 Detail - Partitions to Column @ Entrance

1 1/2" = 1'-0"4 Detail - Partitions to Column @ Reception 1 1/2" = 1'-0"5 Detail - Partition to Storefront @ Reception

CEILING NOTES

TYPE 1

TYPE 2

TYPE 3

24"x24" Armstrong 'Ultima Beveled Tegular' #1911, lay in ceiling tile with 15/16" grid

Gypsum Wall Board, Painted.

See Finish Schedule

TYPE 4 Exposed structure, cleaned and painted by Contractor.

See Finish Schedule

CEILING LEGEND

GYPSUM WALL BOARD,

PAINTED, SEE FINISH

SCHEDULE

SUSPENDED ACOUSTICAL

CEILING TILE (ACT)

24"x48 LIGHT FIXTURE, SEE 'E' DRAWINGS

RECESSED LIGHT FIXTURE,

SEE 'E' DRAWINGS

PENDANT LIGHT FIXTURE,

SEE 'E' DRAWINGS

24"x24" LIGHT FIXTURE, SEE 'E' DRAWINGS

PENDANT LINEAR LIGHT

FIXTURE, SEE 'E' DRAWINGS

PENDANT LIGHT FIXTURE,

SEE 'E' DRAWINGS

Existing reinstalled suspended wood ceiling system

ACP ceiling, See ceiling plan for height

2 1/2" Metal framing with 5/8" gypsum wall board on exposed side, paint finish on gypsum wall board

5/8" gypsum wall board (painted), extend gypsum to underside of structure where ACP does not attach to soffit

M

IN6

9' - 0"

9' - 0"

9' - 0"

9' - 0"2

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

Lacquer & UV

Spray Room

UV Curing &

Filling

Storage

Storage 008 Office

Trad. Filling & Oil

Finish

Audio Lab

Finish Sanding

Buffing

Plastics

Sound Booth 1 004A

Storage/Inventory

Storage/Inventory

Sound Booth 2 004B

Sink 012A

Corridor 0-A

Corridor 0-B

9' - 0"

9' - 0"

9' - 0"

No scope of work in hatched areas

Type 4

Type 4

Type 4

Type 4

Spray booth below

Spray booth below

9' - 0"

A400

9' - 0"

Guitar Tech Lab

Student

Workshop

Student

Workshop

Storage

Main Luthier

Assembly

Guitar Repair &

Setup

Type 4

Type 4

Type 4

Type 4

Reception

Entrance

No scope of work in hatched areas

Type 4

Type 4

9' - 6"

9' - 6"

9' - 6"

9' - 0"

10' - 0"

10' - 0"

A400 3

A400

A400

Outline of desk below, task lighting fixture location to be coordinated w/ desk locations

NOT IN SCOPE

BASEMENT

PROJECT SCOPE

NOT IN SCOPE

FIRST FLOOR

PROJECT SCOPE

D R

A W

N B

Y

Project Number

Drawing Number c

M

K S

D L L C

MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

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A400

Basement & First Floor RCPs

Northampton Community College

Fowler Luthier Expansion

M K

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04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

1 1/2" = 1'-0"3 Ceiling Detail

0' 4' 8'2' 16'

N

1/8" = 1'-0"1 Basement RCP 1/8" = 1'-0"2 First Floor RCP

LINE LEGEND

ACCENT PAINT

WALL GRAPHIC

FLOOR FINISH

DIRECTION

1436 SF

Student

Workshop

213 SF

Student

Workshop

Storage

963 SF

Guitar Tech Lab

538 SF

Main Luthier

Assembly

209 SF

Guitar Repair &

Setup

No finish scope of work in hatched areas

356 SF

Reception

132 SF

Entrance

564 SF

Corridor 1-A

Floor Legend

EPX-1

ETR

LVT-1

SC

PT-4

PT-2

WG-1

WG-1

PT-5

WG-1

WG-1958 SF

Lacquer & UV

Spray Room

179 SF

Storage

149 SF

Storage

127 SF

Office

474 SF

Trad. Filling & Oil

Finish

374 SF

Finish Sanding

344 SF

Buffing

570 SF

Plastics

103 SF

Sound Booth 1 004A

399 SF

Storage/Inventory

223 SF

Storage/Inventory

272 SF

Maintenance

Office

No finish scope of work in hatched areas

159 SF

Audio Lab

103 SF

Sound Booth 2 004B

47 SF

Sink 012A

330 SF

Corridor 0-A

347 SF

Corridor 0-B

324 SF

UV Curing &

Filling

WG-1

PT-3

ROOM FINISH SCHEDULE LEGEND

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KLUXURY VINYL TILE (LVT)

LVT-1 Manufacturer: Mohawk Group Product: Secoya 5.0 C2104 Size: 10" x 59" Color: 148 Knotty Oak Installation: Ashlar

CARPET (CPT)

CPT-1 Attic Stock by Owner, installed by GC

WALL BASE (WB)

WB-1 Manufacturer: Roppe

Product: Pinnacle Standard Toe Size: 4" Color: 150 Dark Gray

PAINT (PT)

PT-1 Manufacturer: Benjamin Moore

Color: Baby's Breath 873 (Field)

PT-2 Manufacturer: Sherwin Williams Color: To be selected by the Architect (Accent)

PT-3 Manufacturer: Sherwin Williams Color: To be selected by the Architect (Accent)

PT-4 Manufacturer: Sherwin Williams Color: To be selected by the Architect (Accent)

PT-5 Manufacturer: Sherwin Williams Color: To be selected by the Architect (Accent)

PT-6 Manufacturer: Sherwin Williams Color: To be selected by the Architect (Metal Doors/Frames)

PT-7 Manufacturer: Sherwin Williams Color: High Reflective White 7757 (Ceilings/Soffits)

PT-8 Manufacturer: Sherwin Williams Color: Iron Ore SW 7069 (Exposed ceilings/Structure)

WALL GRAPHIC (WG)

WG-1 To be selected by the Architect

1. GENERAL CONSTRUCTION SCOPE OF WORK INCLUDES ALL DEMOLITION, SUBSTRATE REMOVAL/ RE-CONSTRUCTION, PREPARATION/ PATCH WORK ON EXISTING SURFACES

THAT ARE SCHEDULED TO RECEIVE NEW FINISHES PER MANUFACTURER'S RECOMMENDATIONS.

2. INTERIOR FINISH REQUIREMENTS SHALL MEET APPLICABLE CODES AS OUTLINED IN THE CODE INFORMATION ON THE CODE SHEET.

3. PROVIDE FULL RANGE OF COLORS FOR FINISH SELECTIONS. TYPICAL FOR ALL SELECTIONS.

4. UNLESS NOTED OTHERWISE PAINT MISCELLANEOUS ITEMS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING; ACCESS DOORS/ PANELS, ELECTRICAL PANELS IN THE FINISHED

AREAS, EXPOSED STEEL STRUCTURE/ PIPING, DOOR FRAMES, & SIDELIGHTS. DO NOT PAINT OVER U.L. LABELS, EQUIPMENT INFO, CODE REQUIRED INFORMATION, ETC.

5. ALL EXPOSED CEILINGS TO BE PAINTED.

6. NORTH IN FINISH SCHEDULE MATCHES NORTH IN PLANS.

7. PROVIDE ADA COMPLIANT THRESHOLDS AND TRANSITIONS AT FLOORING MATERIAL CHANGES AS REQUIRED.

8. ACCENT PAINTS NOTED ON FINISH PLAN.

9. GC TO INSTALL OWNER PROVIDED EQUIPMENT & COORDINATE FINAL LOCATIONS WITH OWNER'S IT CONTRACTOR. EQUIPMENT TO INCLUDE, BUT NOT LIMITED TO THE

FOLLOWING: WALL MOUNTED TV'S, COMPUTER MONITORS, AND ALL REQUIRED BRACKETS AND HARDWARE FOR A COMPLETE INSTALLATION.

10. FLOORING FINISH MATERIAL SHALL COVER FLOOR SURFACE OF ENTIRE SPACE, INCLUDING UNDER CASEWORK.

11. ALL FINISH INSTALLATION PATTERNS ON FINISH PLANS ARE FOR GRAPHIC REPRESENTATION ONLY.

12. ALL SPACES WITH EXPOSED CEILINGS TO HAVE PROPOSED FINISHES UP TO UNDERSIDE OF STRUCTURE.

GENERAL FINISH NOTES

SC Sealed concrete

EPOXY CONCRETE (EPX)

EPX-1 Manufacturer: Stonhard

Product: Stonshield HRI Color: To be Selected by Architect Wall Base: 4" Integral

ETR Existing to remain

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SOLID SURFACE (PL)

SS-1 Manufacturer: Corian

Color: Deep Cloud (Student Workshop Casework)

NOT IN SCOPE

BASEMENT

PROJECT SCOPE

NOT IN SCOPE

FIRST FLOOR

PROJECT SCOPE

Floor Finish 1

Location of floor finish change to align beneath door

Floor Finish 2

Transition Notes:

1. At locations where two similar materials (i.e. carpet to carpet or resilient to resilient) with different material thicknesses exist, floor shall be flashed to allow for smooth transition.

2. All transitions at doors shall be centered beneath the door.

3. All transitions to be ADA compliant.

Carpet/LVT to Concrete Transition

2-1/2" rubber transition strip

CPT/LVT

Concrete floor

2 1/2"

Concrete floor

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Project Number

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MKSD, LLC

1209 Hausman Road Suite A Allentown, PA 18104

610.366.2081 mksdarchitects.com

Silvia A. Hoffman, AIA Todd O. Chambers, AIA Jill P. Hewes, AIA Jessica E. Klocek, AIA a r c h i t e c t s

Project

Client

Project Team

Date

Drawing Title

Revisions

MEP Engineer HB Engineers 2900 Hamilton Blvd #200 Allentown, PA 18103 Project Contact: Thom Hoffman P: 610-395-0101 E: thoffman@hbengineers.com

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A701

Finish Plans & Schedules

Northampton Community College

Fowler Luthier Expansion

A u th o r

04/30/2026

26.103

511 E. Third St.

Bethlehem, PA 18015

04/30/2026 - BID / PERMIT

SET

1/8" = 1'-0"2 First Floor Finish Plan 1/8" = 1'-0"1 Basement Finish Plan

Finish Schedule - Basement

Room Number Room Name Floor Finish

Base Finish Wall Finish Cabinets Countertops Other

0-A Corridor ETR ETR PT-1, PT-3, WG-1

0-B Corridor ETR ETR PT-1

001 Storage/Inventory ETR ETR PT-1

002 Storage/Inventory ETR ETR PT-1

003 Lacquer & UV Spray Room EPX-1 Integral PT-1

004 Audio Lab SC WB-1 PT-1

004A Sound Booth 1 CPT-1 WB-1 PT-1

004B Sound Booth 2 CPT-1 WB-1 PT-1

005 Finish Sanding EPX-1 Integral PT-1

006 UV Curing & Filling EPX-1 Integral PT-1

007 Storage SC WB-1 PT-1

008 Storage SC WB-1 PT-1

009 Office CPT-1 WB-1 PT-1

010 Trad. Filling & Oil Finish EPX-1 Integral PT-1

011 Buffing EPX-1 Integral PT-1

012 Plastics SC WB-01 PT-1

012A Sink SC WB-01 PT-1

013 Maintenance Office ETR ETR ETR

Finish Schedule - First Floor

Room Number Room Name Floor Finish

Base Finish Wall Finish Cabinets Countertops Other

1-A Corridor ETR WB-1 ETR, PT-1 Only new walls receive PT-1;

all other walls ETR.

100 Entrance ETR WB-1 ETR, PT-1 Only new walls receive PT-1;

all other walls ETR.

101 Reception ETR WB-1 ETR, PT-1 Only new walls receive PT-1;

all other walls ETR.

102 Student Workshop Storage SC WB-1 PT-1

103 Main Luthier Assembly…