2-25.10.01 SRU Art Building Renovations Drawings.pdf

CONSULTANT

These drawings are instruments of the Architect's service and are the property of LGA Partners. They shall not be reproduced or used in any way, whatsoever, without the written permission of LGA Partners. ©

DRAWN BY:

PROJECT NO.:

ORIGINAL ISSUE DATE

REVISION DATES

P R

IN

T D

A T E

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CONTACTS

LOCATION MAP SITE MAP DRAWING LIST

RENDERING (FOR REFERENCE ONLY AND MAY DIFFER FROM ACTUAL CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS TAKE PRECEDENCE.)

/1

/2

:2

:2

A

M

ART BUILDING

RENOVATIONS

ART BUILDING,

202 CAMPUS DRIVE

SLIPPERY ROCK, PA 16057

REPAIRS AND

RENOVATIONS

SLIPPERY ROCK

UNIVERSITY

COVER SHEET

G001

LGA

25042

10/01/2025

CONSTRUCTION

DOCUMENTS

C O N S T R U C T

IO

N

D O C U M E N T S

ART BUILDING RENOVATIONS

ART BUILDING, 202 CAMPUS DRIVE, SLIPPERY ROCK, PA 16057

REPAIRS AND RENOVATIONS

SLIPPERY ROCK UNIVERSITY

CLIENT

Client Business Name 1 Morrow Way Slippery Rock, PA 16057 724-738-2964 Juan Perez, AIA, NCARB juan.perez@sru.edu

ARCHITECT

LGA Partners 444 Liberty Ave, Suite 1500 Pittsburgh, PA 15222

(412) 243-3430 Sean Sheffler, AIA ssheffler@lga-partners.com

SITE/ LANDSCAPE

DM Landscape Design 520 Pressley Street Pittsburgh, PA 15212 412-974-7742 Dan McDowell, ASLA dan@dm-ld.com

MEPF ENGINEERING

Tower Engineering 115 Evergreen heights Drive, Suite 400 Pittsburgh, PA 15229 412-931-8888 Cory Weiland, PE cweiland@Tower-Engineering.com

SHEET

NUMBER SHEET NAME

ORIGINAL

ISSUE DATE

REVISION DATA

# DATE DESCRIPTION

PROJECT INFORMATION

G001 COVER SHEET 10/01/2025

CODE DATA

G010 CODE SUMMARY - EXISTING BUILDING - WORK AREA METHOD 10/01/2025

SITE

L100 EXISTING CONDITIONS AND DEMOLITION PLANS 10/01/2025

L200 SITE IMPROVEMENTS/ GRADING PLAN AND DETAILS 10/01/2025

L201 SITE LAYOUT PLAN 10/01/2025

L400 SITE DETAILS 10/01/2025

GENERAL ARCHITECTURAL INFORMATION

A000 ARCHITECTURAL GENERAL NOTES 10/01/2025

ARCHITECTURAL

AD100 GROUND FLOOR DEMO PLAN 10/01/2025

AD101 FIRST FLOOR DEMO PLAN 10/01/2025

ARCHITECTURAL

A100 GROUND FLOOR PLAN 10/01/2025

A101 FIRST FLOOR PLAN 10/01/2025

A201 BUILDING ELEVATIONS/ SECTIONS 10/01/2025

A411 FIRST FLOOR DEMOLITION PLAN / CEILING PLAN 10/01/2025

A412 FIRST FLOOR PLAN/ CEILING PLAN 10/01/2025

A701 SCHEDULES AND DETAILS 10/01/2025

PLUMBING

P001 PLUMBING LEGENDS, NOTES, ABBREVIATIONS, SCHEDULES, AND DETAILS 10/01/2025

P101 MECHANICAL ROOM PLUMBING DEMO AND NEW WORK PLANS 10/01/2025

P102 PRINT MAKING STUDIO PLUMBING DEMO AND NEW WORK PLANS 10/01/2025

P103 FIRST FLOOR PLUMBING DEMO AND NEW WORK PLANS 10/01/2025

MECHANICAL

H101 FIRST FLOOR HVAC PLAN 10/01/2025

ELECTRICAL

ED101 BASEMENT DEMOLITION PLAN 10/01/2025

ED102 FIRST FLOOR DEMOLITION PLAN 10/01/2025

E001 ELECTRICAL SYMBOL LEGEND & DETAILS 10/01/2025

E101 BASEMENT NEW WORK PLAN 10/01/2025

E102 FIRST FLOOR NEW WORK PLAN 10/01/2025

FIRE PROTECTION

FP101 FIRST FLOOR FIRE PROTECTION PLAN 10/01/2025

TOTAL SHEETS: 26

NO. DATE DESCRIPTION

PROJECT NOTES

BASE BID: NORTH ENTRY VESTIBULE RENOVATION ONLY TO IMPROVE ADA ACCESS, CONCRETE PLAZA REAPAIR, AND CARD READERS AND HEAD END

ACCESS CONTROL SYSTEM.

ALTERNATES: BELOW IS A SUMMARY, SEE THE DRAWINGS FOR MORE DETAIL.

ADD/ALT #1: SOLIDS INTERCEPTORS AT PRINTMAKING STUDIO

ADD/ALT #2: UTILITY SINKS AT PAINTING STUDIO

ADD/ALT #2A: SOLIDS INTERCEPTORS AT PAINTING STUDIO

ADD/ALT 3: REMAINING STOREFRONT DOOR REPLACEMENTS

FE

#S

S

UP

DN

57'

6'

6'

UP

WH FE

UP

6'

44'

18'

DN

FIRE EXTINGUISHER CABINET

FIRE RATED PARTITION

S = SUPPORT ONLY

# = HOUR RATING

0'

TRAVEL DISTANCE TAG

(OVERALL DISTANCE IN FEET)

REQUIRED CAPACITY IN INCHES

EGRESS COMPONENT TYPE

DIRECTION OF TRAVEL (IF

APPLICABLE)

EXIT DISCHARGE TAG:

X###FEC#

EGRESS PATH:

OCCUPANCY AREA HATCH - SEE

PLANS

60 DOOR RATING - MINUTES

FIRE EXTINGUISHER CABINET TAG

SMOKE PARTITION

FIRE-RATED ASSEMBLIES:

EGRESS INFORMATION:

FIRE EXTINGUISHERS

VERIFY LOCATIONS & QUANTITY W/ FIRE DEPT.;

CLASS A MAX TRAVEL = 75' (NFPA 10 TABLE 6.2.1.1)

CLASS B MAX TRAVEL = 30'/50' (NFPA 10 TABLE 6.3.1.1)

CLASS K MAX. TRAVEL = 30'

SEE SCHEDULE FOR TOTAL QUANTITY REQUIRED PER

FLOOR AREA PER NFPA 10.

CONTINUES ON ADJACENT

LEVEL / PLAN

REMOTEST POINT

36"

36"

EX

IT S

TA

IR

MAXIMUM ALLOWABLE OCCUPANT

LOAD

MIN. PATH WIDTH

0'

COMMON PATH OF TRAVEL

(OVERALL DISTANCE IN FEET)

ACTUAL OCCUPANT LOAD

OCCUPANT LOAD AT DISCHARGE

EGRESS COMPONENT TAG:

PROVIDED CLEAR WIDTH IN INCHES

AREA NOT IN SCOPE / WORK AREA

EXIT SIGN

BRACKET-MTD. FIRE EXTINGUISHER

MOUNTED WITH TOP @ 48" A.F.F.

SEE LIFE SAFETY PLANS

FEC1 = SURFACE MOUNTED

FEC2 = SEMI-RECESSED

FEC3 = RECESSED

143'

4 32"380 76" 42

EXIT DOOR

6,738 SF

ART STUDIOS

ACCESSIBLE ELEVATOR

6,095 SF

ART STUDIOS

471 SF

MECHANICAL

OCCUPANCY LEGEND

ACCESSORY MECHANICAL EQUIPMENT

ROOMS

EDUCATIONAL - SHOPS AND

VOCATIONAL ROOMS

ACCESSIBLE ELEVATOR

ALTERNATE ACCESSIBLE ENTRY

OCCUPANCY LEGEND

EDUCATIONAL - SHOPS AND

VOCATIONAL ROOMS

32"160 32" 33

EXIT DOOR

911 SF

ART STUDIOS

CONSULTANT

These drawings are instruments of the Architect's service and are the property of LGA Partners. They shall not be reproduced or used in any way, whatsoever, without the written permission of LGA Partners. ©

DRAWN BY:

PROJECT NO.:

ORIGINAL ISSUE DATE

REVISION DATES

P R

IN

T D

A T E

T

IM

E

/1

/2

:2

:2

A

M

ART BUILDING

RENOVATIONS

ART BUILDING,

202 CAMPUS DRIVE

SLIPPERY ROCK, PA 16057

REPAIRS AND

RENOVATIONS

SLIPPERY ROCK

UNIVERSITY

CODE SUMMARY -

EXISTING BUILDING -

WORK AREA METHOD

G010

LGA

25042

10/01/2025

CONSTRUCTION

DOCUMENTS

CHAPTER 7 -- ALTERATIONS - LEVEL 1

SECTION 701 GENERAL

701.1 SCOPE - ALTERATIONS TO HISTORIC BUILDINGS EXCEPT AS MODIFIED BY CHAPTER 12.

701.2 CONFORMANCE - EXISTING BUILDINGS SHALL NOT BE MADE LESS SAFE THAN THE EXISTING CONDITION.

SECTION 702 BUILDING ELEMENTS AND MATERIALS

702.1 INTERIOR FINISHES - PER CHAPTER 8 OF THE IBC

702.2 INTERIOR FLOOR FINISHES - PER SECTION 804 OF THE IBC

702.3 INTERIOR TRIM - PER SECTION 806 OF THE IBC

702.4 WINDOW OPENING CONTROL DEVICES IN R-2 AND R-3 OCCUPANCIES & IRC

SECTION 705 ACCESSIBILITY

705.1 GENERAL - ALTERATIONS SHALL COMPLY WITH 705.1.1 THROUGH 705.1.14 AND CHAPTER 11 OF THE IBC

705.1.4 RAMPS - WHERE STEEPER SLOPES THAN ALLOWED BY SECTION 1012.2 OF THE INTERNATIONAL BUILDING CODE ARE NECESSITATED BY SPACE LIMITATIONS, THE SLOPE OF RAMPS IN OR PROVIDING ACCESS TO EXISTING

FACILITIES SHALL COMPLY WITH TABLE 705.1.4.

705.1.7 ACCESSIBLE DWELLING OR SLEEPING UNITS

WHERE GROUP I-1, I-2, I-3, R-1, R-2 OR R-4 DWELLING OR SLEEPING UNITS ARE BEING ALTERED, THE REQUIREMENTS OF SECTION 1107 OF THE INTERNATIONAL BUILDING CODE FOR ACCESSIBLE UNITS APPLY ONLY TO

THE QUANTITY OF THE SPACES BEING ALTERED.

705.1.8 TYPE A DWELLING OR SLEEPING UNITS

WHERE MORE THAN 20 GROUP R-2 DWELLING OR SLEEPING UNITS ARE BEING ALTERED, THE REQUIREMENTS OF SECTION 1107 OF THE INTERNATIONAL BUILDING CODE FOR TYPE A UNITS AND CHAPTER 9 OF THE INTERNATIONAL BUILDING CODE FOR VISIBLE ALARMS APPLY ONLY TO THE QUANTITY OF THE SPACES BEING ALTERED.

705.1.9 TOILET ROOMS

WHERE IT IS TECHNICALLY INFEASIBLE TO ALTER EXISTING TOILET AND BATHING ROOMS TO BE ACCESSIBLE, AN ACCESSIBLE FAMILY OR ASSISTED-USE TOILET OR BATHING ROOM CONSTRUCTED IN ACCORDANCE WITH SECTION

1109.2.1 OF THE INTERNATIONAL BUILDING CODE IS PERMITTED. THE FAMILY OR ASSISTED-USE TOILET OR BATHING ROOM SHALL BE LOCATED ON THE SAME FLOOR AND IN THE SAME AREA AS THE EXISTING TOILET OR

BATHING ROOMS.

705.2 ALTERATIONS AFFECTING AN AREA CONTAINING A PRIMARY FUNCTION

WHERE AN ALTERATION AFFECTS THE ACCESSIBILITY TO A, OR CONTAINS AN AREA OF, PRIMARY FUNCTION, THE ROUTE

TO THE PRIMARY FUNCTION AREA SHALL BE ACCESSIBLE. THE ACCESSIBLE ROUTE TO THE PRIMARY FUNCTION AREA SHALL INCLUDE TOILET FACILITIES AND DRINKING FOUNTAINS SERVING THE AREA OF PRIMARY FUNCTION.

EXCEPTIONS:

1. THE COSTS OF PROVIDING THE ACCESSIBLE ROUTE ARE NOT REQUIRED TO EXCEED 20 PERCENT OF THE COSTS

OF THE ALTERATIONS AFFECTING THE AREA OF PRIMARY FUNCTION.

4. THIS PROVISION DOES NOT APPLY TO ALTERATIONS UNDERTAKEN FOR THE PRIMARY PURPOSE OF INCREASING

THE ACCESSIBILITY OF A FACILITY.

5. THIS PROVISION DOES NOT APPLY TO ALTERED AREAS LIMITED TO TYPE B DWELLING AND SLEEPING UNITS.

CHAPTER 8 -- ALTERATIONS - LEVEL 2

SECTION 801 GENERAL

801.1 SCOPE - ALTERATIONS TO HISTORIC BUILDINGS EXCEPT AS MODIFIED BY CHAPTER 12.

801.2 ALTERATION LEVEL 1 COMPLIANCE - ALL WORK SHALL ALSO COMPLY WITH CHAPTER 7.

SECTION 803 BUILDING ELEMENTS AND MATERIALS

803.1 SCOPE - LIMITED TO AREAS WHERE LEVEL 2 ALTERATIONS ARE BEING PERFORMED

803.2 VERTICAL OPENINGS - PER SECTION 803.2.1, 803.2.2, 803.2.3

803.3 SMOKE COMPARTMENTS - IN GROUP I-2 OCCUPANCIES WITH MORE THAN 30 PATIENTS, STORY SHALL BE DIVIDED

INTO NOT LESS THAN TWO COMPARTMENTS BY SMOKE BARRIERS PER SECTION 407.5 OF THE IBC

803.4 INTERIOR FINISHES - PER THE REQUIREMENTS OF THE IBC

SECTION 806 ACCESSIBILITY

806.1 GENERAL:A BUILDING, FACILITY, OR ELEMENT THAT IS ALTERED SHALL COMPLY WITH THIS SECTION AND SECTION 705.

SECTION 804 FIRE PROTECTION

804.1 SCOPE - LIMITED TO AREAS WHERE LEVEL 2 ALTERATIONS ARE BEING PERFORMED

804.2 AUTOMATIC SPRINKLER SYSTEMS - PER SECTIONS 804.2.1 THROUGH 804.2.5, AND PER IBC.

804.2.2 GROUPS A, B, E, F-1, H, I, M, R-1, R-2, R-4, S-1 AND S-2

IN BUILDINGS WITH OCCUPANCIES IN GROUPS A, B, E, F-1, H, I, M, R-1, R-2, R-4, S-1 AND S-2, WORK AREAS THAT HAVE EXITS OR CORRIDORS SHARED BY MORE THAN ONE TENANT OR THAT HAVE EXITS OR CORRIDORS SERVING AN OCCUPANT LOAD GREATER THAN 30 SHALL BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION WHERE ALL OF THE FOLLOWING

CONDITIONS OCCUR:

1. THE WORK AREA IS REQUIRED TO BE PROVIDED WITH AUTOMATIC SPRINKLER PROTECTION IN ACCORDANCE WITH

THE INTERNATIONAL BUILDING CODE AS APPLICABLE TO NEW CONSTRUCTION; AND

2. THE WORK AREA EXCEEDS 50 PERCENT OF THE FLOOR AREA.

EXCEPTION: IF THE BUILDING DOES NOT HAVE SUFFICIENT MUNICIPAL WATER SUPPLY FOR DESIGN OF A FIRE SPRINKLER SYSTEM AVAILABLE TO THE FLOOR WITHOUT INSTALLATION OF A NEW FIRE PUMP, WORK AREAS SHALL BE PROTECTED BY AN AUTOMATIC SMOKE DETECTION SYSTEM THROUGHOUT ALL OCCUPIABLE SPACES OTHER THAN SLEEPING UNITS OR INDIVIDUAL DWELLING UNITS THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM IN ACCORDANCE WITH SECTIONS

907.4, 907.5 AND 907.6 OF THE INTERNATIONAL BUILDING CODE.

804.2.3 WINDOWLESS STORIES

804.3 STANDPIPES

WHERE THE WORK AREA INCLUDES EXITS OR CORRIDORS SHARED BY MORE THAN ONE TENANT AND IS LOCATED MORE THAN 50 FEET (15 240 MM) ABOVE OR BELOW THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS, A STANDPIPE SYSTEM

SHALL BE PROVIDED.

804.4 FIRE ALARM AND DETECTION

CHAPTER 6 -- REPAIRS

SECTION 601 GENERAL

601.1 SCOPE - REPAIRS TO HISTORIC BUILDINGS PER CHAPTER 12.

601.2 CONFORMANCE - WORK SHALL NOT MAKE THE BUILDING LESS CONFORMING THAT BEFORE THE REPAIR WAS

UNDERTAKEN.

SECTION 602 BUILDING ELEMENTS AND MATERIALS

602.1 EXISTING BUILDING MATERIALS - PERMITTED TO REMAIN IN USE

602.2 NEW AND REPLACEMENT MATERIALS - SIMILAR MATERIALS SHALL BE PERMITTED FOR USE IN REPAIRS, PROVIDED

THAT NO DANGEROUS OR UNSAFE CONDITION IS CREATED.

602.3 GLAZING IN HAZARDOUS LOCATIONS - PER SAFETY GLAZING REQUIREMENTS OF THE IBC

CHAPTER 3 -- PROVISIONS FOR ALL COMPLIANCE METHODS

SECTION 301 ADMINISTRATION

301.1 GENERAL

301.1.1 PRESCRIPTIVE COMPLIANCE - PER CHAPTER 4 OF IEBC

301.1.2 WORK AREA COMPLIANCE - PER CHAPTERS 5 THROUGH 13 OF IEBC

301.1.3 PERFORMANCE COMPLIANCE - PER CHAPTER 14 OF IEBC

SECTION 302 GENERAL PROVISIONS

302.3 EXISTING BUILDING MATERIALS - PERMITTED TO REMAIN IN USE, UNLESS DETERMINED TO BE UNSAFE

302.2 NEW AND REPLACEMENT MATERIALS - SIMILAR MATERIALS SHALL BE PERMITTED FOR USE IN REPAIRS, PROVIDED THAT

NO DANGEROUS OR UNSAFE CONDITION IS CREATED.

302.5 OCCUPANCY AND USE - PER CHAPTER 3 OF THE IBC

CHAPTER 4 -- PRESCRIPTIVE COMPLIANCE METHOD

SECTION 401 GENERAL

401.1 SCOPE

401.1.1 COMPLIANCE WITH OTHER METHODS

401.2 BUILDING MATERIALS AND SYSTEMS

401.2.2 NEW AND REPLACEMENT MATERIALS - SIMILAR MATERIALS SHALL BE PERMITTED FOR USE IN REPAIRS, PROVIDED THAT NO DANGEROUS OR UNSAFE CONDITION IS CREATED.

SECTION 402 ADDITIONS

402.1 GENERAL - PER REQUIREMENTS OF IBC FOR NEW CONSTRUCTION

SECTION 403 ALTERATIONS

403.1 GENERAL - PER REQUIREMENTS OF IBC FOR NEW CONSTRUCTION

SECTION 603 FIRE PROTECTION

SECTION 604 MEANS OF EGRESS

SECTION 605 ACCESSIBILITY

SECTION 606 STRUCTURAL

SECTION 607 ELECTRICAL

SECTION 608 MECHANICAL

SECTION 609 PLUMBING

CHAPTER 5 -- CLASSIFICATION OF WORK

SECTION 501 GENERAL

501.1 SCOPE

501.1.1 COMPLIANCE WITH OTHER METHODS

501.2 WORK AREA -- SHALL BE CLEARLY DEFINED ON THE CONSTRUCTION DOCUMENTS

501.2.1 EXISTING BUILDING MATERIALS - PERMITTED TO REMAIN IN USE, UNLESS DETERMINED TO BE UNSAFE

501.2.2 NEW AND REPLACEMENT MATERIALS - SIMILAR MATERIALS SHALL BE PERMITTED FOR USE IN REPAIRS, PROVIDED THAT NO DANGEROUS OR UNSAFE CONDITION IS CREATED.

SECTION 502 REPAIRS

502.1 GENERAL - PER REQUIREMENTS OF IBC FOR NEW CONSTRUCTION

SECTION 503 ALTERATION - LEVEL 1

503.1 SCOPE - REMOVAL, REPLACEMENT, AND/ OR COVERING OF EXISTING MATERIALS, ELEMENTS, EQUIPMENT, OR

FIXTURES USING NEW ITEMS THAT SERVE THE SAME PURPOSE

503.2 APPLICATION - COMPLY WITH CHAPTER 7 OF THE IEBC.

SECTION 504 ALTERATION - LEVEL 2

504.1 SCOPE - RECONFIGURATION OF SPACE, ADDITION/ ELIMINATION OF ANY DOOR/ WINDOW, RECONFIGURATION OF ANY

SYSTEM, OR INSTALLATION OF NEW EQUIPMENT.

504.2 APPLICATION - COMPLY WITH CHAPTER 7 AND 8 OF THE IEBC.

SECTION 505 ALTERATION - LEVEL 3

505.1 SCOPE - WORK AREA EXCEEDS 50% OF THE BUILDING AREA.

505.2 APPLICATION - COMPLY WITH CHAPTER 7, 8, AND 9 OF THE IEBC.

LEVEL FLOOR AREA

WORK AREA

PROJECT

BASEMENT FLOOR 8,857 SF 1,797 SF

FIRST FLOOR 7,749 SF 166 SF

SECOND FLOOR 5,815 SF 0 SF

GRAND TOTAL 22,421 SF 1,963 SF

APPLICABLE CODES

• BUILDING: 2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL EXISTING BUILDING CODE

• MECHANICAL: 2018 INTERNATIONAL MECHANICAL CODE

• PLUMBING: 2018 INTERNATIONAL PLUMBING CODE

• ELECTRICAL: 2017 NATIONAL ELECTRIC CODE (NFPA 70 - 2014)

• FIRE SAFETY: 2018 INTERNATIONAL FIRE PREVENTION CODE

• ENERGY CODE: 2018 INTERNATIONAL ENERGY CONSERVATION CODE

• ACCESSIBILITY: ANSI A117.1-2009 ACCESSIBILITY GUIDELINES

CH. 11 - 2021 IBC

GENERAL BUILDING DATA:

CONSTRUCTION TYPE: II-B

OCCUPANCY TYPE: B - BUSINESS

BUILDING HEIGHT:

BUILDING AREA:

BUILDING CODE ANALYSIS - WORK AREA METHOD (IEBC)

GENERAL INFORMATION

PROJECT DESCRIPTION/ CLASSIFICATION OF WORK

SECTION 703 FIRE PROTECTION

703.1 GENERAL: ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF FIRE PROTECTION PROVIDED.

SECTION 704 MEANS OF EGRESS

704.1 GENERAL: ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED FOR

THE MEANS OF EGRESS.

SECTION 706 REROOFING

SECTION 707 STRUCTURAL

SECTION 708 ENERGY CONSERVATION

708.1 MINIMUM REQUIREMENTS: LEVEL 1 ALTERATIONS TO EXISTING BUILDINGS OR STRUCTURES ARE PERMITTED WITHOUT REQUIRING THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR INTERNATIONAL RESIDENTIAL CODE. THE ALTERATIONS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE OR INTERNATIONAL RESIDENTIAL CODE AS THEY

RELATE TO NEW CONSTRUCTION ONLY.

SECTION 805 MEANS OF EGRESS

LIFE SAFETY LEGEND

OCCUPANT LOAD PER IBC 2018 TABLE 1004.5

NAME AREA FUNCTION AREA

SF PER

OCCUPANT SF TYPE

OCCUPANT

LOAD

BASEMENT FLOOR

ART STUDIOS EDUCATIONAL - SHOPS AND

VOCATIONAL ROOMS

6,095 SF 50 NET 122

MECHANICAL ACCESSORY MECHANICAL EQUIPMENT

ROOMS

471 SF 300 GROSS 2

6,567 SF 124

FIRST FLOOR

ART STUDIOS EDUCATIONAL - SHOPS AND

VOCATIONAL ROOMS

6,738 SF 50 NET 135

6,738 SF 135

SECOND FLOOR

ART STUDIOS EDUCATIONAL - SHOPS AND

VOCATIONAL ROOMS

911 SF 50 NET 19

911 SF 19

14,216 SF 278

FIRST FLOOR - LIFE SAFETY PLAN

THE PROJECT INVOLVES MODIFICATION OF THE EXISTING REAR (NORTH) ENTRANCE VESTIBULE TO ADDRESS ACCESSIBILITY CONCERNS. THE VESTIBULE WILL BE EXPANDED TO THE NORTH, WITH A NEW STOREFRONT ENTRANCE SYSTEM ADDED TO THE NORTH AND EAST FACES. SIDEWALKS AND SURROUNDING SITE ELEMENTS WILL BE REGRADED TO IMPROVE ACCESSIBILITY.

GROUND FLOOR - LIFE SAFETY PLAN

SECOND FLOOR - LIFE SAFETY PLAN

NO. DATE DESCRIPTION

DRAWN BY:

PROJECT NO.:

CONSULTANT

These drawings are instruments of the Architect's service and are the property of LGA Partners. They shall not be reproduced or used in any way, whatsoever, without the written permission of LGA Partners. ©

ORIGINAL ISSUE DATE

REVISION DATES

PR

IN

T D

AT

E

TI

M E:

ART BUILDING

ACCESSIBILITY

IMPROVEMENTS

ART BUILDING,

202 CAMPUS DRIVE

SLIPPERY ROCK, PA 16057

REPAIRS AND

RENOVATIONS

SLIPPERY ROCK

UNIVERSITY

DM

25042 / 25.001

CONSTRUCTION

DOCUMENTS

NO. DATE DESCRIPTION

10/01/2025

520 PRESSLEY STREET

PITTSBURGH, PA 15212

L100

EXISTING CONDITIONS

& DEMOLITION PLANS

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

L100 Existing Conditions Plan

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

L100 Demolition Plan

SURVEY/PRIOR TO CONSTRUCTION NOTES:

1. Existing boundary line, topographic and site utility information is based upon field measurements performed. Contractor shall verify existing conditions in the field and report any discrepancies to landscape architect.

2. Contractor shall obtain and review all relevant drawings and details prior to beginning construction. Any discrepancies shall be brought to the attention of the Landscape Architect immediately.

3. Parking of all non-construction vehicles to be directed by Slippery Rock University (SRU).

4. Contractor shall protect all existing utilities and site improvements that are noted to remain and shall coordinate with Pennsylvania One Call System, Inc. to verify location of all utilities.

5. Contractor is responsible for installing and maintaining a construction fence around the perimeter of work for the duration of the construction.

6. Contractor shall coordinate locations of alternate walks with SRU.

7. Contractor is responsible for maintaining access to all buildings during the course of this project. The Contractor shall coordinate with SRU to determine a construction schedule.

8. All fuel storage tanks need to be double walled and in a containment bed.

GENERAL NOTES:

1. Contractor to provide material samples, product cut sheets, product mockups, etc. for all site and landscape related improvements.

2. Contractor to supply the source of all landscaping materials.

3. Contractor to supply unit cost for all site and landscape improvements required by the drawings and notes. Unit costs to include material cost, transportation cost, labor and installation cost, and warranty.

N

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

0' 4' 8'2'

N

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

0' 4' 8'2'

Existing asphalt paving Existing concrete curb, typ.

Existing concrete paving, typ. Existing segmental block wall to remain

Existing handrail to remain

ART BUILDING ART BUILDING

Remove existing concrete paving, typ.

Remove existing concrete curb, typ.

Remove existing asphalt paving, typ.

(sawcut at verified limits in field during construction)

Protect existing concrete paving & sawcut at existing scoreline, typ.

Protect existing inlet drain

Protect existing concrete paving & sawcut at existing scoreline, typ.

Sawcut existing curb prior to demolition, typ.

Sawcut existing aphalt paving prior to demolition, typ.

Existing ADA parking sign Existing ADA parking sign to remain, protect during construction

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

CONCRETE PATIO

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

CONCRETE PATIO

AutoCAD SHX Text S

BC1369.66

1370.16

1370.13

TC1369.90

TC/BC1369.58

1370.01

1370.00

TC1369.91

TC1370.01

1369.93

ID1369.29

BC1369.68

TC1370.16

BC1369.51

BC1369.70

BC1369.41

BC1369.40

1370.00

ADA handicap parking symbol, blue background & white symbol paint colors to be used (border optional)

DRAWN BY:

PROJECT NO.:

CONSULTANT

These drawings are instruments of the Architect's service and are the property of LGA Partners. They shall not be reproduced or used in any way, whatsoever, without the written permission of LGA Partners. ©

ORIGINAL ISSUE DATE

REVISION DATES

PR

IN

T D

AT

E

TI

M E:

ART BUILDING

ACCESSIBILITY

IMPROVEMENTS

ART BUILDING,

202 CAMPUS DRIVE

SLIPPERY ROCK, PA 16057

REPAIRS AND

RENOVATIONS

SLIPPERY ROCK

UNIVERSITY

DM

25042 / 25.001

CONSTRUCTION

DOCUMENTS

NO. DATE DESCRIPTION

10/01/2025

520 PRESSLEY STREET

PITTSBURGH, PA 15212

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

L200 Site Improvements Plan

SITE NOTES

1. Control dust caused by the work. Dampen surfaces as required. Comply with pollution control regulations of governing authorities.

2. Protect existing buildings, paving, and other services or facilities on site and adjacent to the site from damage caused by site work operations. Cost of repair and restoration of damaged items at Contractor's expense.

3. All proposed site improvements are to be staked in field for approval by SRU and landscape architect prior to construction. Any discrepancies or conflicts with existing conditions or other drawings shall be reported to the landscape architect immediately for proper clarification or adjustment.

4. Verify all dimensions and elevations in field prior to installation.

5. Contractor is responsible for pedestrian safety and circulation during construction of each area including but not limited to all signage, barriers, and temporary work.

6. All disturbed areas to be regraded to ensure positive drainage away from building and seeded if not in planting area.

7. Concrete Mixes: Prepare and submit design mixes, proportioned according to ACI 211.1 and ACI 301, with the following properties:

a. Compressive Strength (28 Days): 3500 psi (24.1 MPa).

b. Slump: 4 inches (100 mm).

c. Air Content: 4.5 to 7.0 percent.

8. Vapor Retarder: Place, protect, and repair vapor-retarder sheets according to ASTM E 1643.

9. Concrete Placement: Deposit concrete continuously and avoid segregation. Deposit concrete in forms in horizontal layers no deeper than 24 inches (600 mm), avoiding cold joints.

a. Consolidate concrete with mechanical vibrating equipment.

b. Screed and initial-float concrete floors and slabs using bull floats or darbies to form a uniform and open-textured surface plan, free of humps or hollows, before excess moisture or bleed water appears on the surface. Do not disturb slab surfaces before starting finishing operations.

c. Comply with ACI 306.1 for cold-weather concrete placement.

d. Place concrete according to recommendations in ACI 305R when hot-weather conditions exist.

e. Broom Finish: Apply a broom finish to exterior concrete, brooming with fiber-bristle broom perpendicular to main traffic route, to platforms, steps, and ramps, and elsewhere as indicated.

10. Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause excessive moisture loss.

11. Begin curing after finishing concrete but not before free water has disappeared from concrete surface.

12. Cure formed and unformed concrete for at least seven days by moisture curing, moisture-retaining-cover curing, or curing compound.

13. Testing Agency: Contractor will engage a qualified independent testing and inspecting agency to sample materials, perform tests, and submit test reports during concrete placement. Tests shall be performed according to ACI 301.

14. Defective Concrete: Repair and patch defective areas when approved by landscape architect. Remove and replace concrete that cannot be repaired and patched to landscape architect's approval.

15. Install Expansion Joints where new concrete meets existing concrete and at locations shown on plan, approximately 20'-0" o.c. Scorelines and expansion joints in all new concrete to be tooled. All expansion joints to be caulked. Submit product data sheet and color selections for approval prior to installation.

16. Seal concrete with Prosoco Saltguard WB or approved equal. Submit product data sheet for approval prior to installation.

SITE IMPROVEMENTS

& GRADING PLAN

N

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

0' 4' 8'2'

Asphalt paving, typ. (see dtl. 1/L400)

Concrete curb, typ. (see dtl. 3/L400)

Meet existing concrete curb flush, typ.

Concrete curb, typ. (see dtl. 3/L400), top of curb elevation to be field determined

Slope curb as required

Raise inlet to set spot elevation (field verify)

Existing segmental block wall Existing handrail

Meet existing concrete paving flush, typ.

4" Concrete paving, typ. (see dtl. 2/L400)

Meet existing concrete paving flush, typ.

ART BUILDING

Expansion joint, typ.

ADA access truncated dome, typ. (see dtl. 5/L400)

ADA 4" parking line paint, blue paint to be used

8.33% max.

Scoreline, typ.

Transition concrete curb slope to connect to existing curb

Mountable concrete curb (see dtl. 4/L400)

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

L200 Site Grading Plan

N

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

0' 4' 8'2'

GRADING NOTES:

1. Contractor shall verify all existing grades in the field and report any discrepancies to the landscape architect.

Contractor shall stake all elevations to be approved by the landscape architect before construction.

2. All lines and grade work not presently established at the site shall be laid out by a registered land surveyor or professional civil engineer employed by the contractor in accordance with the contract documents. Contractor shall establish permanent benchmarks and bounds and replace any which are destroyed or disturbed.

3. Spot elevations shall govern over proposed contours.

4. Contractor shall ensure consistent slope between spot elevations.

5. Cross slope on walks to be a maximum of 2% ensuring proper drainage across all walks.

6. At ridge lines, high points and low points, contractor shall transition grade to avoid a point or sharp edge.

7. Contractor shall not perform work outside the designated site boundary, if field conditions warrant off-site grading, permission shall be obtained by contractor from the affected property owners.

8. All sidewalks, stoops, terraces and other paved areas shall slope away from building(s) at 2.0%.

9. For slope construction 3:1 and steeper the contractor shall coordinate with a geotechnical engineer on the suitability of soils planned for these slopes and follow recommendations set forth by the geotechnical engineer for slope construction. Top soil placement on slopes shall be installed in a benched pattern.

10. Contractor to coordinate topsoil required or to be removed for the project with owner. Owner to supply topsoil or location of topsoil to be used, contractor is responsible for amending the soil as required to meet the specification.

L200

Contractor to coordinate with the University to remove existing trench grate cover and clean basin

Field verify limits, meet existing asphalt flush, seal joints with Crafco, LLC Pavement Joint Adhesive (or approved equal)

Fill space with large lava rock to match existing

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

CONCRETE PATIO

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

CONCRETE PATIO

S

DRAWN BY:

PROJECT NO.:

CONSULTANT

These drawings are instruments of the Architect's service and are the property of LGA Partners. They shall not be reproduced or used in any way, whatsoever, without the written permission of LGA Partners. ©

ORIGINAL ISSUE DATE

REVISION DATES

PR

IN

T D

AT

E

TI

M E:

ART BUILDING

ACCESSIBILITY

IMPROVEMENTS

ART BUILDING,

202 CAMPUS DRIVE

SLIPPERY ROCK, PA 16057

REPAIRS AND

RENOVATIONS

SLIPPERY ROCK

UNIVERSITY

DM

25042 / 25.001

CONSTRUCTION

DOCUMENTS

NO. DATE DESCRIPTION

10/01/2025

520 PRESSLEY STREET

PITTSBURGH, PA 15212

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

L201 Site Layout Plan

SITE LAYOUT PLAN

N

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

0' 4' 8'2'

16.06'

.88

8.79'

5.07'

1.16'

8.66'

4.00' 10.24'

3.48' 8.22'

6.0 3'

4.33'

ART BUILDING

18.61'

2.68'

9.58' Mountable curb

96.27° 0.67'

8.4

6°

L201

AutoCAD SHX Text S

AutoCAD SHX Text S

CONCRETE PATIO

4" 2A limestone subbase

Compacted subgrade

1" Wearing course 2" Binder course

Geotextile fabric

Concrete paving

#57 stone subbase4"

4"

Compacted subgrade

4" Scoreline, 18" radius, 12" deep

Fiber mesh additive

2" Expansion joint Broom finish, typ.

Finished grade6" - 8" (see plan)

R3 4"

Compacted subgrade

No. 57 stone subbase

1'-10" - 2'-0"

6" 8"

Expansion joint, typ. (required at concrete paving)

Concrete paving or planting, see plan

(2) #6 Rebar, continuous

2" Batter

VIEW - B 3 x SIZE

60°

SIDE VIEW

VIEW -B

VIEW - "D" 2 x SIZE

FIELD DOT 7 DOME LAYOUT

VIEW-D

Product Wet set ada replaceable tactile Warning surface unit

2.350" In line truncated dome pattern Part size 24" x 48" Plans and details

11-Bolt locations

B

PHONE: (800)372-0519

EMAIL: INFO@ADATILE.COM

WWW.ADATILE.COM

SECTION B-B

U.S. Patents

TOP VIEW

# 7,779,581 & 8,028,491 + One or more US Patents Pending

Trade Tactile Warning Surface

Part No.

2448NV11REP_

Material SMC Composite

B

9 -eq ua l s pa ce s

20 - equal spaces

Air vents located on the ends of the panel

Hex head bolts & washer

4"R, typ.

Cap cover.090 Deg. points .045 High, typ.

3'-113 4"

1'-71 4"1'-71

4"

2"

1'- 91 2"

4"

2'- 0"

4"

4" 11

4"3'-91 2"

2 5 16"

23 8"

2"

8"Ø11

8"Ø

8"

4"

8"

16"

4"

64"Ø 64"Ø

4"

16"

16"

Color: Dark Gray (36118)

BOTTOM VIEW

1'-21 2"

4"

Finished grade 6"

R3 4"

Compacted subgrade

No. 57 stone subbase

1'-10" - 2'-0"

6" 8"

Expansion joint, typ. (required at concrete paving)

Concrete paving or planting, see plan

(2) #6 Rebar, continuous

2"

1" 130°

R1"

DRAWN BY:

PROJECT NO.:

CONSULTANT

These drawings are instruments of the Architect's service and are the property of LGA Partners. They shall not be reproduced or used in any way, whatsoever, without the written permission of LGA Partners. ©

ORIGINAL ISSUE DATE

REVISION DATES

PR

IN

T D

AT

E

TI

M E:

ART BUILDING

ACCESSIBILITY

IMPROVEMENTS

ART BUILDING,

202 CAMPUS DRIVE

SLIPPERY ROCK, PA 16057

REPAIRS AND

RENOVATIONS

SLIPPERY ROCK

UNIVERSITY

DM

25042 / 25.001

CONSTRUCTION

DOCUMENTS

NO. DATE DESCRIPTION

10/01/2025

520 PRESSLEY STREET

PITTSBURGH, PA 15212

SITE DETAILS

Scale: 1" = 1'-0"

L400 Asphalt Paving Detail

Scale: 1" = 1'-0"

L400 4" Concrete Paving Detail

Scale: 1" = 1'-0"

L400 Concrete Curb Detail

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

L400 ADA Truncated Dome Detail

Scale: 1" = 1'-0"

L400 Mountable Concrete Curb Detail

L400

CR

FE

#S

S

E

STEAM MH

T/RIM=1357.62 6

P

IP

E

ABD W

FH

W.

V.

W

10" LINE

W

W

W

LI

N E

W

PD

S

S

S

S

S

STEAM VAULT

CONC.PAD w/V

ENTS

S

S S

D R

IV

E

VAULT

VAULT

W

W

WV W

W W

W W

W

T .C .P

10" PIPE

P

IP

E

12" R.C.P.

12" R.C.P.

10" V.C.P.

8" PIPE

P V C

"V .C .P

8" CPP

INLET

T/G=1369.31

4" PVC INV=13

67.33

8" CPP INV=13

67.32

INLET

T/G=1370.73

(SILTED)

STORM MH

T/RIM=1367.50

INV=1357.20

ST. MH.

T/RIM=1374.21

INV=1366.01

INLET

T/GRATE=1374.

INV=1370.14

INLET

T/GRATE=1389.

INV=1384.93

OPEN GRATE M

H.

T/GRATE=1373.

INV=1362.12

INLET

T/G=1378.95

8" CPP INV=13

75.50

(BY RECORD)

G G

G

G

G

G

2" LINE

LI

N E

G

G

G

G

2" LINE

E E

E

E

ACP

ADJ

AFF

ALUM

ALT

AL

BD

BLDG

BM

BTM

BO

CL

CLG

CLR

CMU

COL

CONC

CONST

CONT

DEPT

D

DET

DIM

DR

DBL

DRW

DWG

EJ

ELEV

ELEC

EMER.

EQ

EX OR EXTG.

EXIST, EX'G

EXP

EXT

FF

FIN

FLR

GALV

GA

G.C., GC

GL

GYP. BD

GWB

HM

HGT

H

HVAC

HORIZ

INSUL

L

LLD

MFG

MAS

MAX

MDF

MECH

MTL

MIN

MISC

MR

MTD

MTG

N/A

OC

OH

OD

PR

PTD

QTY

REF

REINF.

RO

SAFB

SFRM

SHT

SIM

STD

STL

STRUCT.

TEMP

TH

TME

TO

TS

TYP

UNO

VCT

VERT

W

WD

W/

ACOUSTICAL CEILING PANEL

ADJUSTABLE

ABOVE FINISHED FLOOR

ALUMINUM

ALTERNATE

ALIGN

BOARD

BUILDING

BEAM

BOTTOM

BOTTOM OF

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

DEPARTMENT

DEPTH OR DEEP

DETAIL

DIMENSION

DOOR

DOUBLE

DRAWER

DRAWING

EXPANSION JOINT

ELEVATION

ELECTRICAL

EMERGENCY

EQUAL

EXISTING

EXISTING

EXPANSION

EXTERIOR

FINISH FLOOR

FINISHED

FLOOR

GALVANIZED

GAUGE, OR GAGE

GENERAL CONTRACTOR

GLASS

GYPSUM BOARD/ DRYWALL

GYPSUM BOARD/ DRYWALL

HOLLOW METAL

HEIGHT

HEIGHT

HEATING/ VENTILATION/

AIR CONDITIONING

HORIZONTAL

INSULATION

LENGTH OR LONG

LANDLORD

MANUFACTURER

MASONRY

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MECHANICAL

METAL

MINIMUM

MISCELLANEOUS

MOISTURE RESISTANT

MOUNTED

MOUNTING

NOT APPLICABLE

ON CENTER

OPPOSITE HAND

OUTSIDE DIMENSION

PAIR

PAINTED

QUANTITY

REFERENCE

REINFORCING

ROUGH OPENING

SOUND ATTENUATING FIBER BATTS

SPRAYED FIRE-RESISTIVE MATERIAL

SHEET

SIMILAR

STANDARD

STEEL

STRUCTURE (AL)

TEMPERED

THICK

TO MATCH EXISTING

TOP OF

TUBULAR STEEL

TYPICAL

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

VERTICAL

WIDTH OR WIDE

WOOD

WITH

1. TEMPERED GLAZING SHALL CONFORM TO CPSC 16 CFR 201

AS REQUIRED IN SECTION 2406 OF THE IBC.

2. SAFETY GLAZING SHALL CARRY A FIRE RATING AS

RECOGNIZED BY THE IBC AND CONFORM TO THE

REQUIREMENTS OF TEMPERED GLAZING.

1. DO NOT SCALE DRAWINGS.

2. DIMENSIONS ARE TAKEN FROM FACE OF NEW FINISH

MATERIALS. ALLOW FOR TOLERANCES WHEN FIELD

MEASURING FOR APPLIANCES, CASEWORK, AND OTHER

FIXTURES.

3. GC TO CROSS-CHECK THE STRUCT. & MEP DRAWINGS W/

THE ARCHITECTURAL DRAWINGS PRIOR TO

ORDERING/INSTALLING MECHANICAL, ELECTRICAL AND

PLUMBING WORK. ANY DISCREPANCIES BETWEEN THE

ARCHITECTURAL AND MEP SHALL BE BROUGHT TO THE

ARCHITECTS ATTENTION FOR IMMEDIATE CLARIFICATION.

4. GC TO COORDINATE WORK WITH OTHER TRADES,

EQUIPMENT FURNISHED BY OTHERS AND REQUIREMENTS

OF THE OWNER TO ENSURE NEAT AND ORDERLY

INSTALLATION. NOTIFY OWNER AND ARCHITECT OF ANY

DISCREPANCIES BEFORE STARTING WORK.

5. GC AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW

THE CONSTRUCTION DOCUMENTS. INFORMATION

REGARDING COMPLETE WORK IS DISPERSED THROUGH-

OUT THE DOCUMENT SET AND CANNOT BE ACCURATELY

DETERMINED WITHOUT REFERENCE TO THE COMPLETE

DOCUMENT SET.

FULL HEIGHT WALL

EXISTING WALL TO REMAIN

PARTIAL HEIGHT WALL

EXISTING DOOR TO REMAIN

DOOR

A101

SIM

ROOM NAME

150 SF

A101

SIM

X###

DOOR TAG

ROOM TAG:

NAME

NUMBER

AREA (SQUARE FOOTAGE)

PARTITION TYPE

BUILDING SECTION INDICATOR:

SIMILAR/MIRRORED INDICATOR

DRAWING NUMBER

SHEET NUMBER

A101

SIM

A101

SHEET NUMBER

DRAWING NUMBERS

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

XX.X

EXTERIOR ELEVATION

INDICATOR:

SIMILAR/MIRRORED INDICATOR

DRAWING NUMBER

INTERIOR ELEVATION

INDICATOR:

DETAIL CALLOUT INDICATOR:

SIMILAR/MIRRORED INDICATOR

DRAWING NUMBER

SHEET NUMBER

EXIST COLUMN GRID INDICATOR

SHEET NUMBER

FEC# - FIRE EXTINGUISHER CABINET

G### - GENERAL

S### - SIGNAGE

S## WINDOW WALL TAG - STOREFRONT

AREA NOT IN SCOPE / WORK AREA

PARTITION MODIFIER

PARTITION TAG:

HW##A HEAD CONDITION MODIFIER

AL ALIGN INDICATOR

X###FEC#

FE#

CARD READER

EXISTING DEVICE TO BE REPLACED,

UNLESS NOTED OTHERWISE

(REFER TO ELECTRICAL DRAWINGS)

STOREFRONT

101 DOOR TAG

S##

WINDOW WALL TAG:

LEVEL TAG

HEIGHT RELATIVE TO FIRST FLOOR

Name Elevation

FULL HEIGHT WALL TO REMAIN

WALL TO BE DEMOLISHED

DOOR TO BE DEMOLISHED

EXISTING DOOR TO REMAIN

WINDOW TO BE DEMOLISHED

XX.X EXISTING COLUMN GRID INDICATOR

AREA NOT IN SCOPE

XX.X NEW COLUMN GRID INDICATOR

SPOT ELEVATION / CEILING TAG

HEIGHT ABOVE EXISTING FLOOR

ACOUSTIC CEILING PANEL & GRID

TO REMAIN

DEMOLITION CEILING PANEL &

GRID COMPLETE

X'-0''

AREA NOT IN SCOPE

OUTLINE OF ITEM TO BE

DEMOLISHED

XX.X EXISTING COLUMN GRID INDICATOR

EXISTING ATTACHED STRUCTURE

N.I.C.

TEMPERED GLAZING

GLAZING PANEL

INSULATED ALUM.

PANEL HATCH

FROSTED GLAZING*

1. SEE MEP DRAWINGS FOR SPECIFIC FIXTURES; SHOWN FOR

REFERENCE AND COORDINATION ONLY.

2. CEILING HEIGHTS ARE MEASURED ABOVE FINISH FLOOR.

3. GC AND SUB CONTRACTOR TO CROSS-CHECK THE SHEET W/

MEP DRAWINGS PRIOR TO ORDERING/INSTALLING

MECHANICAL AND ELECTRICAL WORK. ANY DISCREPANCIES

BETWEEN THE ARCHITECTURAL AND MEP SHALL BE BROUGHT

TO THE ARCHITECTS ATTENTION FOR IMMEDIATE

CLARIFICATION.

4. SPRINKLER PIPE TO BE PAINTED WHERE EXPOSED; PAINT

ONLY AFTER SPRINKLER FINAL INSPECTION & APPROVAL.

5. CENTER CEILING GRID OR TILE IN SPACE UNLESS NOTED

OTHERWISE.

1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS.

2. ALL FINISH MATERIALS SHALL BE INSTALLED ACCORDING TO

MANUFACTURER'S RECOMMENDED INSTALLATION

PROCEDURES. CONTACT THE SALES REP FOR THE PROPER

INSTALLATION. IF THEY ARE NOT CONTACTED FOR PROPER

INSTALLATION PROCEDURES, THEN THE CONTRACTOR WILL BE

HELD RESPONSIBLE FOR IMPROPER INSTALLATION AND WILL

BE REQUIRED TO RE-INSTALL OR CORRECT FINISHES

IMMEDIATELY.

3. PROVIDE A FLOOR PATTERN AND SEAMING DIAGRAM FOR

APPROVAL BY ARCHITECT/DESIGNER PRIOR TO INSTALLATION.

4. FOR ALL PAINTING FOLLOW MANUFACTURER'S RECOMMENDED

PREPPING AND APPLICATION INSTRUCTIONS. USE ONE COAT

OF LATEX PRIMER AND TOPCOAT WITH TWO APPLICATIONS OF

LATEX EGGSHELL FINISH PAINT. DOOR FRAMES AND TRIM TO

BE SEMIGLOSS. ALL OTHER PAINT TO BE EGGSHELL UNLESS

NOTED OTHERWISE.

5. PAINT (P-1) IS THE MAIN WALL PAINT UNLESS NOTED

OTHERWISE. ACCENT WALLS ARE INDICATED ON THE FINISH

PLAN BY A DASHED LINE, SHOWING THE STOP AND START

POINTS WITH THE CORRESPONDING WALLCOVERING/PAINT IN

FRONT OF THE LINE.

6. INSTALL RESILIENT BASE AT AREAS AS SPECIFIED ON ROOM

FINISH SCHEDULE. WRAP ALL CORNERS TIGHTLY TO WALL IN

ACCORDANCE WITH MANUFACTURER'S INSTALLATION

INSTRUCTIONS.

7. PATCH AND REPAIR ANY EXISTING DRYWALL WRAPPED

COLUMNS. ALL COLUMNS TO BE PAINTED THE SAME COLOR AS

THE WALL IT IS ON, UNLESS OTHERWISE NOTED.

8. DRYWALL CEILINGS/BULKHEADS TO BE PAINTED FLAT WHITE

TO MATCH EXISTING

1. DEFINITION: DEMOLISH - REMOVE AND PROPERLY DISPOSE

OF EXISTING BUILDING ELEMENT OR SYSTEM.

2. DEFINITION: SALVAGE - CAREFULLY REMOVE WITHOUT

DAMAGING BUILDING ELEMENT OR SYSTEM AND TURN OVER

TO OWNER.

3. DEFINITION: EXISTING (EXST.) - BUILDING ELEMENT TO

REMAIN PART OF WORK. CONTRACTOR TO MAINTAIN OR

REPAIR AS NECESSARY TO PROVIDE A FULLY FUNCTIONING

SYSTEM.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

DEMOLITION DESCRIBED ON THIS DRAWING AND OTHER

DEMOLITION THAT MAY BE DIRECTED IN WRITING BY THE

ARCHITECT, NOT SPECIFICALLY NOTED ON THESE DRAWINGS.

5. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AND

PERFORM OPERATIONS REQUIRED FOR DEMOLITION,

REMOVALS AND RELATED WORK AS INDICATED AND

SPECIFIED HEREIN, AND AS MAY BE REASONABLY IMPLIED AS

NECESSARY TO COMPLETE THE WORK.

6. PROTECT, MAINTAIN, OR REPAIR ADJACENT ITEMS TO THOSE

THAT WILL BE DEMOLISHED. PREPARE REMAINING MATERIALS

FOR INSTALLATION OF NEW WORK.

7. REPAIR ANY DAMAGE DONE TO PROPERTY OF THE OWNER,

AND ANY OTHER PERSON OR PERSONS ON OR OFF THE

PREMISES AS A RESULT OF THE WORK DEFINED HEREIN.

8. REMOVE ABANDONED MATERIALS, DEVICES, FIXTURES, PIPES,

CONDUITS, WIRES, ETC. FROM PREMISES.

9. REMOVE EXISTING CONSTRUCTION AS SHOWN, VERIFY IN

FIELD. WHERE EXISTING CONSTRUCTION CONCEALS

ELEMENTS OF BUILDING SYSTEMS (MECHANICAL,

ELECTRICAL, OR PLUMBING), REMOVE THE ASSOCIATED

SYSTEMS AS WELL. INFORM THE ARCHITECT IN WRITING OF

DISCOVERED BUILDING SYSTEMS AND THEIR REMOVAL.

PROPOSE METHODS TO RE-ATTACH OR RE-INTEGRATE

COMPONENTS AS NECESSARY TO RESTORE FULL BUILDING

SYSTEM FUNCTIONALITY.

10. ASCERTAIN THE ROLE OF STRUCTURAL ELEMENTS IN

BUILDING ITEMS DESIGNATED TO BE DEMOLISHED.

TEMPORARILY SHORE ADJACENT STRUCTURAL ITEMS UNTIL

REPLACEMENT ITEMS ARE INSTALLED.

11. INCIDENTAL DEMOLITION: DEMOLISH EXISTING

CONSTRUCTION AS NECESSARY FOR INSTALLATION OF NEW

PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS, SHOWN

OR NOT SHOWN ON THESE DRAWINGS.

1. SEE SITE/ LANDSCAPE DRAWINGS FOR MORE DETAIL.

FIRE EXTINGUISHER CABINET

FIRE RATED PARTITION

S = SUPPORT ONLY

# = HOUR RATING

0'

TRAVEL DISTANCE TAG

(OVERALL DISTANCE IN FEET)

REQUIRED CAPACITY IN INCHES

EGRESS COMPONENT TYPE

DIRECTION OF TRAVEL (IF

APPLICABLE)

EXIT DISCHARGE TAG:

X###FEC#

EGRESS PATH:

OCCUPANCY AREA HATCH - SEE

PLANS

60 DOOR RATING - MINUTES

FIRE EXTINGUISHER CABINET TAG

SMOKE PARTITION

FIRE-RATED ASSEMBLIES:

EGRESS INFORMATION:

FIRE EXTINGUISHERS

VERIFY LOCATIONS & QUANTITY W/ FIRE DEPT.;

CLASS A MAX TRAVEL = 75' (NFPA 10 TABLE 6.2.1.1)

CLASS B MAX TRAVEL = 30'/50' (NFPA 10 TABLE 6.3.1.1)

CLASS K MAX. TRAVEL = 30'

SEE SCHEDULE FOR TOTAL QUANTITY REQUIRED PER

FLOOR AREA PER NFPA 10.

CONTINUES ON ADJACENT

LEVEL / PLAN

REMOTEST POINT

36"

36"

EX

IT S

TA

IR

MAXIMUM ALLOWABLE OCCUPANT

LOAD

MIN. PATH WIDTH

0'

COMMON PATH OF TRAVEL

(OVERALL DISTANCE IN FEET)

ACTUAL OCCUPANT LOAD

OCCUPANT LOAD AT DISCHARGE

EGRESS COMPONENT TAG:

PROVIDED CLEAR WIDTH IN INCHES

AREA NOT IN SCOPE / WORK AREA

EXIT SIGN

BRACKET-MTD. FIRE EXTINGUISHER

MOUNTED WITH TOP @ 48" A.F.F.

SEE LIFE SAFETY PLANS

FEC1 = SURFACE MOUNTED

FEC2 = SEMI-RECESSED

FEC3 = RECESSED

1. THE GENERAL CONTRACTOR (G.C.) IS RESPONSIBLE FOR

COMPLIANCE WITH ALL CODES, ORDINANCES, AND

REGULATIONS APPLICABLE AT PROJECT LOCATION.

CONTRACTOR IS RESPONSIBLE FOR FILING AND SECURING

ALL NECESSARY PERMITS, APPROVALS, ETC. FOR ALL

TRADES.

2. CONTRACTOR SHALL PROTECT ALL WALLS, DOORS, FRAMES,

SURFACES, FIXTURES, ETC. SCHEDULED AS "EXISTING TO

REMAIN" FROM DAMAGE DURING DEMOLITION.

CONTRACTOR SHALL VERIFY IF THESE SURFACES ARE PLUMB,

SQUARE, AND TRUE AND SHALL CORRECT AS REQUIRED.

3. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS

AND JOB CONDITIONS AND SHALL REPORT TO BUILDING

MANAGEMENT AND ARCHITECT REPRESENTATIVE ANY

DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE

WITH SATISFACTORY COMPLETION OF WORK. CONTRACTOR

IS RESPONSIBLE FOR VERIFICATION OF ALL FIELD

MEASUREMENTS, FIELD CONSTRUCTION, AND INSTALLATION

CRITERIA, COORDINATION OF ALL TRADES AND BUILDING

MANAGEMENT SUPPLIED ITEMS, AND THE MEANS AND

METHODS OF CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR ARRANGING FOR HOISTING FACILITIES,

PARKING, ETC. FOR THE HANDLING OF MATERIALS.

4. ALL WORK SHALL CONFORM WITH DRAWINGS AND

SPECIFICATIONS. DRAWINGS ARE NOT TO BE SCALED FOR

INFORMATION. ANY DISCREPANCY SHALL BE BROUGHT TO

THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING

WITH THE WORK IN QUESTION.

5. CONTRACTOR SHALL TAKE WHATEVER PRECAUTIONS

NECESSARY TO PROTECT EXISTING UTILITY LINES,

DUCTWORK, FIXTURES, FINISHES, ETC. WHICH REMAIN AS

PART OF THE FINAL SYSTEMS. CONTRACTOR SHALL CLEAN,

REPAIR, RELAMP, ETC. THESE ITEMS AS REQUIRED FOR

PROPER FUNCTIONING OF THE FINAL SYSTEM.

6. CONTRACTOR TO OVERSEE CLEANING AND ENSURE THAT THE

PREMISES ARE MAINTAINED FREE OF TRASH DURING

CONSTRUCTION. FINAL CLEAN-UP IS THE RESPONSIBILITY OF

THE CONTRACTOR. REPAIR, PATCH, TOUCH-UP, OR REPLACE

MARRED SURFACES AND MAINTAIN CLEANING UNTIL

OCCUPIED BY TENANT.

7. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEVEL OF

FLOOR FOR WINDOWS AND DOOR, AND DOOR FRAMES. TOPS

OF WINDOWS AND DOOR FRAMES SHALL REMAIN LEVEL AT

CONTROLLED ELEVATION.

8. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES

FOR ALL DEMOLITION WORK, INCLUDING REMOVAL FROM

THE BUILDING.

9. PATCHING: CONTRACTOR SHALL PATCH SMOOTH AND FLUSH

SURFACES WHERE EXISTING PARTITIONS, DOORS, AND ETC.,

HAVE BEEN REMOVED FROM WALLS AND FLOORS. SURFACES

SHALL BE READY TO RECEIVE FINAL FINISHES.

10. ALL JOINTS AT DRYWALL PARTITIONS ARE TO BE TAPED AND

FINISHED SMOOTH.

11. AT THE TERMINATION OF THE WORK, SUBMIT TO

CLIENT/OWNER, MANUALS PRESENTING FULL DETAILS FOR

CARE AND MAINTENANCE OF SURFACES AND EQUIPMENT OF

EVERY NATURE. CONTENTS SHALL INCLUDE

MANUFACTURERS' AND INSTALLERS' NAMES, ADDRESS AND

PHONE NUMBERS, AND INSTRUCTIONS FOR INSTALLATION,

START-UP OPERATION MAINTENANCE PARTS LIST, AND DATA

SHEET.

12. THE SPACE AROUND DUCTS, PIPES, ELECTRICAL CONDUITS,

CABLE TRAYS AND ALL ELECTRICAL / MECHANICAL WORK

PENETRATING RATED WALLS OR BETWEEN FLOORS SHALL BE

FIRESTOPPED PER BUILDING STANDARDS AND/OR

REQUIREMENTS IN RELEVANT CODES. IF CONDITIONS ARE

DIFFERENT THAN THE DETAILS PROVIDED IN OUR SET,

CONTACT THE ARCHITECT FOR DIRECTION.

13. THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE

COMPLETE OPERABLE AND INTEGRATED MATERIALS AND

SYSTEMS. CONTRACTORS SHALL FURNISH AND INSTALL ALL

MATERIAL AND INCIDENTAL ITEMS REQUIRED TO PROVIDE

THE FULL SYSTEM CALLED OUT ON THE CONTRACT

DOCUMENTS, IN THE EVENT THAT NOT EVERY PIECE IS

SHOWN. DEFINITIONS:

FURNISH = TO SUPPLY, DELIVER, UNLOAD, AND INSPECT FOR

DAMAGE.

INSTALL = TO UNPACK, ASSEMBLE, ERECT, APPLY, PLACE,

FINISH, CURE, PROTECT, CLEAN, START-UP, AND MAKE

READY FOR USE.

PROVIDE = TO FURNISH AND INSTALL

SUPPLY = SAME AS FURNISH.

14. DEFECTIVE WORKMANSHIP OR DEFECTIVE MATERIALS WILL

NOT BE ACCEPTABLE, EVEN IF NOT POINTED OUT BY THE

ARCHITECT DURING CONSTRUCTION. ALL DEFECTS OR

DEFICIENCIES REVEALED WITH IN THE GUARANTEE AND/OR

WARRANTY TIME WILL BE REQUIRED TO BE FIXED OR

REPLACED TO CONFORM TO THE ORIGINAL INTENT AND

QUALITY OF THE CONTRACT DOCUMENTS.

15. DURING CONSTRUCTION, THE CONTRACTOR AND SUB-

CONTRACTORS ARE TO KEEP RECORDS INDICATED TO SCALE

WITH INK ON A CLEAN SET OF PLANS OF MECHANICAL,

SPRINKLER, PLUMBING AND ELECTRICAL WORK ALONG WITH

ANY DEVIATIONS FROM THE CONTRACT DRAWINGS. THESE

ARE TO BE GIVEN TO THE OWNER AT THE END OF THE JOB

MARKED "AS-BUILTS".

16. THE WORK IS TO BE EXECUTED IN ACCORDANCE WITH

LOCAL, STATE AND FEDERAL CODES. IT MUST ALSO SATISFY

MANUFACTURERS' RECOMMENDATIONS AS WELL AS TRADE

AND REFERENCE STANDARDS.

17. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN.

DETAILS GOVERN OVER PLANS AND ELEVATIONS. THE

LARGE-SCALE DETAILS SHALL GOVERN OVER SMALL-SCALE

DETAILS. IN THE CASE OF DISCREPANCIES BETWEEN

MATERIALS ON THE DRAWING AND SPECIFICATION, THE

CONTRACTOR SHALL ASSUME THE MOST RESTRICTIVE,

STRINGENT, AND/OR COSTLY SOLUTION SHALL APPLY.

18. IF FOR ANY REASON THERE IS A NEED TO CHANGE OR

MANIPULATE THE BUILDING STRUCTURAL SYSTEM, THE

BUILDING OWNER MUST BE CONSULTED FIRST. IF A CHANGE

IS GRANTED, A STRUCTURAL ENGINEER REGISTERED IN THE

STATE WHERE THE PROJECT IS LOCATED MUST DESIGN THIS

CHANGE. THERE ARE TO BE NO CHANGES MADE TO ANY

STRUCTURAL MEMBER PRIOR TO HAVING GONE THROUGH

THE STEPS OUTLINED IN THIS PARAGRAPH.

19. ALL WORK IS TO BE NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS EXISTING, REFURBISHED, SALVAGED,

RELOCATED OR REUSED.

20. HALFTONE LINES GENERALLY REPRESENT MATERIALS

BEYOND WHICH HAVE A LOWER PRIORITY IN THAT SPECIFIC

VIEW AND DOES NOT ALWAYS REPRESENT EXISTING ITEMS

TO REMAIN.

ACCENT WALL

(SEE FINISH LEGEND FOR FINISH)

P-X

ROOM FINISH TAG

FLOOR

BASE

WALL

CLG

ROOM NAME

SIGNAGE TAGS###

FN-1

KEYNOTE TAG:

DRAWING TYPE

KEYNOTE NUMBER

AREA NOT IN SCOPE / WORK AREA

N

TR

U E

N O R

TH

SCALE: 1" = 20'-0"A000

1 ARCHITECTURAL SITE PLAN

CONSULTANT

These drawings are instruments of the Architect's service and are the property of LGA Partners. They shall not be reproduced or used in any way, whatsoever, without the written permission of LGA Partners. ©

DRAWN BY:

PROJECT NO.:

ORIGINAL ISSUE DATE

REVISION DATES

P R

IN

T D

A T E

T

IM

E

/1

/2

:2

:2

A

M

ART BUILDING

RENOVATIONS

ART BUILDING,

202 CAMPUS DRIVE

SLIPPERY ROCK, PA 16057

REPAIRS AND

RENOVATIONS

SLIPPERY ROCK

UNIVERSITY

ARCHITECTURAL

GENERAL NOTES

A000

LGA

25042

10/01/2025

CONSTRUCTION

DOCUMENTS

ABBREVIATIONS

ELEVATION NOTES

CONSTRUCTION NOTES

FLOOR PLAN LEGEND

ELEVATION LEGEND

DEMO PLAN LEGEND

DEMOLITION CEILING PLAN LEGEND

DEMO ELEVATION LEGEND

GLAZING LEGEND

CEILING NOTES

FINISH NOTES

DEMOLITION NOTES

SITE PLAN NOTES

LIFE SAFETY LEGEND

GENERAL NOTES - ARCHITECTURAL FINISH LEGEND

1. DEFINITION: DEMOLISH - REMOVE AND PROPERLY DISPOSE

OF EXISTING BUILDING ELEMENT OR SYSTEM.

2. DEFINITION: SALVAGE - CAREFULLY REMOVE WITHOUT

DAMAGING BUILDING ELEMENT OR SYSTEM AND TURN OVER

TO OWNER.

3. DEFINITION: EXISTING (EXST.) - BUILDING ELEMENT TO

REMAIN PART OF WORK. CONTRACTOR TO MAINTAIN OR

REPAIR AS NECESSARY TO PROVIDE A FULLY FUNCTIONING

SYSTEM.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

DEMOLITION DESCRIBED ON THIS DRAWING AND OTHER

DEMOLITION THAT MAY BE DIRECTED IN WRITING BY THE

ARCHITECT, NOT SPECIFICALLY NOTED ON THESE DRAWINGS.

5. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AND

PERFORM OPERATIONS REQUIRED FOR DEMOLITION,

REMOVALS AND RELATED WORK AS INDICATED AND

SPECIFIED HEREIN, AND AS MAY BE REASONABLY IMPLIED AS

NECESSARY TO COMPLETE THE WORK.

6. PROTECT, MAINTAIN, OR REPAIR ADJACENT ITEMS TO THOSE

THAT WILL BE DEMOLISHED. PREPARE REMAINING MATERIALS

FOR INSTALLATION OF NEW WORK.

7. REPAIR ANY DAMAGE DONE TO PROPERTY OF THE OWNER,

AND ANY OTHER PERSON OR PERSONS ON OR OFF THE

PREMISES AS A RESULT OF THE WORK DEFINED HEREIN.

8. REMOVE ABANDONED MATERIALS, DEVICES, FIXTURES, PIPES,

CONDUITS, WIRES, ETC. FROM PREMISES.

9. REMOVE EXISTING CONSTRUCTION AS SHOWN, VERIFY IN

FIELD. WHERE EXISTING CONSTRUCTION CONCEALS

ELEMENTS OF BUILDING SYSTEMS (MECHANICAL,

ELECTRICAL, OR PLUMBING), REMOVE THE ASSOCIATED

SYSTEMS AS WELL. INFORM THE ARCHITECT IN WRITING OF

DISCOVERED BUILDING SYSTEMS AND THEIR REMOVAL.

PROPOSE METHODS TO RE-ATTACH OR RE-INTEGRATE

COMPONENTS AS NECESSARY TO RESTORE FULL BUILDING

SYSTEM FUNCTIONALITY.

10. ASCERTAIN THE ROLE OF STRUCTURAL ELEMENTS IN

BUILDING ITEMS DESIGNATED TO BE DEMOLISHED.

TEMPORARILY SHORE ADJACENT STRUCTURAL ITEMS UNTIL

REPLACEMENT ITEMS ARE INSTALLED.

11. INCIDENTAL DEMOLITION: DEMOLISH EXISTING

CONSTRUCTION AS NECESSARY FOR INSTALLATION OF NEW

PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS, SHOWN

OR NOT SHOWN ON THESE DRAWINGS.

FULL HEIGHT WALL TO REMAIN

WALL TO BE DEMOLISHED

DOOR TO BE DEMOLISHED

EXISTING DOOR TO REMAIN

WINDOW TO BE DEMOLISHED

XX.X EXISTING COLUMN GRID INDICATOR

AREA NOT IN SCOPE

XX.X NEW COLUMN GRID INDICATOR

REPLACE

WATER HEATER

AND HEAT

EXCHANGER;

REFER TO MEP

DRAWINGS

REMOVE DE-

ICING SYSTEM

CONTROL

PANEL AND

ALL

ASSOCIATED

ELEMENTS

ADD/ALT #3: REMOVE

STOREFRONT DOORS

CONSULTANT

These drawings are instruments of the Architect's service and are the property of LGA Partners. They shall not be reproduced or used in any way, whatsoever, without the written permission of LGA Partners. ©

DRAWN BY:

PROJECT NO.:

ORIGINAL ISSUE DATE

REVISION DATES

P R

IN

T D

A T E

T

IM

E

/1

/2

:2

:3

A

M

ART BUILDING

RENOVATIONS

ART BUILDING,

202 CAMPUS DRIVE

SLIPPERY ROCK, PA 16057

REPAIRS AND

RENOVATIONS

SLIPPERY ROCK

UNIVERSITY

GROUND FLOOR

DEMO PLAN

AD100

Author

25042

10/01/2025

CONSTRUCTION

DOCUMENTS

DEMOLITION NOTES

KEYNOTES - DEMOLITION PLAN

DEMO PLAN LEGEND

SCALE: 3/16" = 1'-0"AD100

1 BASEMENT FLOOR

UP

DN

1. DEFINITION: DEMOLISH - REMOVE AND PROPERLY DISPOSE

OF EXISTING BUILDING ELEMENT OR SYSTEM.

2. DEFINITION: SALVAGE - CAREFULLY REMOVE WITHOUT

DAMAGING BUILDING ELEMENT OR SYSTEM AND TURN OVER

TO OWNER.

3. DEFINITION: EXISTING (EXST.) - BUILDING ELEMENT TO

REMAIN PART OF WORK. CONTRACTOR TO MAINTAIN OR

REPAIR AS NECESSARY TO PROVIDE A FULLY FUNCTIONING

SYSTEM.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

DEMOLITION DESCRIBED ON THIS DRAWING AND OTHER

DEMOLITION THAT MAY BE DIRECTED IN WRITING BY THE

ARCHITECT, NOT SPECIFICALLY NOTED ON THESE DRAWINGS.

5. PROVIDE LABOR, MATERIALS, EQUIPMENT AND SERVICES AND

PERFORM OPERATIONS REQUIRED FOR DEMOLITION,

REMOVALS AND RELATED WORK AS INDICATED AND

SPECIFIED HEREIN, AND AS MAY BE REASONABLY IMPLIED AS

NECESSARY TO COMPLETE THE WORK.

6. PROTECT, MAINTAIN, OR REPAIR ADJACENT ITEMS TO THOSE

THAT WILL BE DEMOLISHED. PREPARE REMAINING MATERIALS

FOR INSTALLATION OF NEW WORK.

7. REPAIR ANY DAMAGE DONE TO PROPERTY OF THE OWNER,

AND ANY OTHER PERSON OR PERSONS ON OR OFF THE

PREMISES AS A RESULT OF THE WORK DEFINED HEREIN.

8. REMOVE ABANDONED MATERIALS, DEVICES, FIXTURES, PIPES,

CONDUITS, WIRES, ETC. FROM PREMISES.

9. REMOVE EXISTING CONSTRUCTION AS SHOWN, VERIFY IN

FIELD. WHERE EXISTING CONSTRUCTION CONCEALS

ELEMENTS OF BUILDING SYSTEMS (MECHANICAL,

ELECTRICAL, OR PLUMBING), REMOVE THE ASSOCIATED

SYSTEMS AS WELL. INFORM THE ARCHITECT IN WRITING OF

DISCOVERED BUILDING SYSTEMS AND THEIR REMOVAL.

PROPOSE METHODS TO RE-ATTACH OR RE-INTEGRATE

COMPONENTS AS NECESSARY TO RESTORE FULL BUILDING

SYSTEM FUNCTIONALITY.

10. ASCERTAIN THE ROLE OF STRUCTURAL ELEMENTS IN

BUILDING ITEMS DESIGNATED TO BE DEMOLISHED.

TEMPORARILY SHORE ADJACENT STRUCTURAL ITEMS UNTIL

REPLACEMENT ITEMS ARE INSTALLED.

11. INCIDENTAL DEMOLITION: DEMOLISH EXISTING

CONSTRUCTION AS NECESSARY FOR INSTALLATION OF NEW

PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS, SHOWN

OR NOT SHOWN ON THESE DRAWINGS.

FULL HEIGHT WALL TO REMAIN

WALL TO BE DEMOLISHED

DOOR TO BE DEMOLISHED

EXISTING DOOR TO REMAIN

WINDOW TO BE DEMOLISHED

XX.X EXISTING COLUMN GRID INDICATOR

AREA NOT IN SCOPE

XX.X NEW COLUMN GRID INDICATOR

DEMOLISH SIDEWALK SLABS/ CURBS WHERE INDICATED;

REFER TO SITE DRAWINGS

DEMOLISH STOREFRONT

AND ALL ASSOCIATED ITEMS

DEMOLISH CARD READER AND

SURFACE-MOUNTED CONDUIT; CARD

READER TO BE SALVAGED FOR RE-USE.

REMOVE CONDUIT TO INTERIOR DOOR

LOCATION. REPAIR ALL FASTENER

HOLES AND…