Attachment B - Approved for Const Project Drawings - 12.11.23.pdf

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

BOSTON NEW YORK BALTIMORE WASHINGTON DC BUFFALO TORONTO COLUMBUS PITTSBURGH

DALLAS CHICAGO ST. LOUIS IRVINE DENVER HOUSTON LOS ANGELES MUMBAI

CD #: 006193.03

4469 Aquia Creek Ln Fairfax, VA 22030

RATHSKELLAR DINING SPACE RENOVATION PROJECT

GEORGE MASON UNIVERSITY

GMU #: 181082

/2 /2

:5

:2

A M

WORKING DRAWINGS R3

11/22/2023

1560 Wilson Blvd. Suite 200

Arlington, VA 22209 P: 703.907.2300 F: 703.907.2050

DRAWING INDEX

SHEET NUMBER SHEET NAME

00 GENERAL

G0000 COVER SHEET

G0201 CODE COMPLIANCE

G0300 LIFE SAFETY PLAN

G0301 UL PENETRATION DETAIL

10 DEMOLITION

D0201 DEMOLITION PLAN

D0701 DEMOLITION REFLECTED CEILING PLAN

D0801 LEVEL 01 DEMOLITION PLAN

PD0100 UNDERSLAB - PLUMBING DEMOLITION PLAN

PD0101 LEVEL 01 - PLUMBING DEMOLITION PLAN

PD0201 LEVEL 01 - DOMESTIC WATER FLOOR PLAN

40 ARCHITECTURAL

A0001 SYMBOLS & ABBREVIATIONS

A0002 MOUNTING HEIGHTS

A0101 FLOOR PLAN

A0601 INTERIOR ELEVATIONS

A0602 INTERIOR ELEVATIONS

A0701 REFLECTED CEILING PLAN

A0800 INTERIOR DETAILS

A0801 CEILING DETAILS

A1001 INTERIOR PARTITION TYPES

A1010 INTERIOR PARTITION DETAILS

A1011 TYPICAL PARTITION HEAD OF WALL DETAILS

A1012 TYPICAL WALL FRAMING DETAILS

A1021 FINISHES & DOOR DETAILS

A1100 EQUIPMENT PLAN

A1231 FINISH PLAN

A1232 CORRIDOR FINISH PLAN

50 PLUMBING

P0001 LEGENDS, SYMBOLS & ABBREVIATIONS

P0100 UNDER SLAB - PLUMBING NEW WORK PLAN

P0101 LEVEL 01 - PLUMBING NEW WORK PLAN - SANITARY & VENT

P0201 LEVEL 01 - PLUMBING NEW WORK PLAN - DOMESTIC WATER

P0401 PLUMBING RISER DIAGRAMS

60 FIRE PROTECTION

FX0001 LEGENDS, SYMBOLS & ABBREVIATIONS

FX0101 LEVEL 01 - FIRE PROTECTION FLOOR PLAN

FX0102 LEVEL 01 - FIRE PROTECTION FLOOR PLAN - CALCULATIONS

FX0501 DETAILS

70 MECHANICAL

M0001 SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

M0101 LEVEL 01 - HVAC DUCTWORK DEMO AND NEW PLAN

M0501 SCHEDULES, DETAILS, AND CONTROL DIAGRAMS

80 ELECTRICAL

E0001 NOTES, LEGENDS, SYMBOLS AND ABBREVIATIONS

E0101 LEVEL 01 LIGHTING PLAN, LIGHTING FIXTURE SCHEDULE

AND LPD CALCULATION

E0101A LEVEL 01 LIGHTING PLANS WITH CALCULATIONS

E0101B LIGHTING CONTROL SCHEMATIC DIAGRAM

E0201 LEVEL 01 POWER AND SYSTEMS PLAN

E0521 DEMOLITION AND NEW WORK RISER DIAGRAMS

E0621 POWER SCHEDULES

E0721 POWER DETAILS

AC0101 LEVEL 01 ACCESS CONTROL PLAN

FA0101 LEVEL 01 FIRE ALARM PLAN

T0101 LEVEL 01 TELECOM/AV PLAN

VICINITY MAP

N

POINTS OF CONTACT:

CANNONDESIGN

PROJECT MANAGER:

CARRIE PARKER

703.907.2300 cparker@cannondesign.com

MASON FACILITIES

PROJECT MANAGER:

CHRISTY HOGAN

703.993.2559 chogan6@gmu.edu

MASON INFORMATION

TECHNOLOGY

SERVICES/NETWORKING

PROJECT MANAGER:

HABTEWOLD MESFEN

703.993.9523 hmesfen@gmu.edu

MASON FACILITIES

CFR:

Jesus Sanchez 571 241 5080 jsanch54@gmu.edu

OUBO Review Stamp

Date = 12/11/2023

APPROVED AS NOTED

FOR CONSTRUCTION

Student Union Building-1 bldg # 0033

APPLICABLE CODES,

STANDARDS, AND ORDINANCES:

1. GEORGE MASON UNIVERSITY

OFFICE OF UNIVERSITY BUILDING OFFICIAL

4400 UNIVERSITY DRIVE, MS 1E4

FAIRFAX, VA 22030

AUTHORITIES HAVING JURISDICTION:

MAXIMUM TRAVEL DISTANCES:

COMMON PATH OF TRAVEL (CP)

ALLOWABLE MAXIMUM = 75'

ACTUAL MAXIMUM - REFER TO PLANS

EXIT ACCESS TRAVEL DISTANCE

ALLOWABLE MAXIMUM = 250'

ACTUAL MAXIMUM - REFER TO PLANS

DEAD ENDS

"A" USE, FULLY SPRINKLED

ALLOWABLE MAXIMUM = 20'

CONSTRUCTION CLASSIFICATION:

CONSTRUCTION TYPE: VCC 2015 - TYPE IIA (EXISTING)

VCC 2015 - TYPE IIA (NEW CONSTRUCTION)

GENERAL INFORMATION:

EXISTING BUILDING IS FULLY SPRINKLERED

AUTOMATIC SPRINKLER SYSTEM: YES NFPA 13 (EXISTING)

FIRE ALARM SYSTEM: YES NFPA 72 (EXISTING)

STANDPIPE SYSTEM: YES NFPA 14 (EXISTING)

OCCUPANCY:

EXISTING BUILDING CLASSIFICATION: B OFFICES/CLASSROOMS,

A-3 MEETING ROOMS

A-2 RESTAURANTS, DINING

PROJECT CLASSIFICATION: A-2 RESTAURANTS, DINING

ADDITIONAL USE AREAS: KITCHEN, OFFICE

LEAD MATERIALS DISCLOSURE STATEMENT:

IT IS THE CONTRACTOR’S RESPONSIBILITY TO COMPLY WITH ALL VIRGINIA

OCCUPATIONAL SAFETY AND HEALTH (VOSH) REGULATIONS AS THEY PERTAIN TO

EMPLOYEE EXPOSURES TO LEAD.

ALL LEAD AND LEAD-COATED BUILDING COMPONENTS SHALL BE RECYCLED TO THE

EXTENT POSSIBLE.

ASBESTOS DISCLOSURE STATEMENT:

STATEMENT #2:

AN ASBESTOS INSPECTION WAS PERFORMED AND ACM WAS FOUND GENERALLY IN

THE AREAS INDICATED. HOWEVER, THE WORK IN THIS PROJECT IS NOT INTENDED TO

DISTURB THE EXISTING ACM. THE ASBESTOS INSPECTION REPORT IS INCLUDED AS AN

APPENDIX TO THE PROJECT SPECIFICATIONS.

ADDITIONAL NOTES:

• PER THE ACM REPORT, ACM WAS DISCOVERED IN AN AREA ADJACENT TO THE

WORK AREA, BUT IS NOT INTENDED TO BE DISTURBED AS PART OF THIS WORK.

• ASBESTOS CONTAINING MATERIALS SHALL NOT BE INCLUDED IN ANY NEW

CONSTRUCTION.

• ALL SUSPECT MATERIALS MUST BE PHYSICALLY SAMPLED AND ANALYZED.

• SHOULD ADDITIONAL ACM BE DISCOVERED, THE ACM IS TO BE REMOVED BY A

VIRGINIA LICENSED ASBESTOS ABATEMENT CONTRACTOR.

FIRE PROTECTION:

THE EXISTING BUILDING IS PROTECTED BY A COMPLETE

BUILDING SPRINKLER PROTECTION PER NFPA 13.

• OFFICES AND CIRCULATION AREAS - LIGHT HAZARD

• LABS AND STORE ROOMS - ORDINARY HAZARD

GROUP 2 MINIMUM

• UTILITY ROOMS - ORDINARY HAZARD GROUP 1

ADDRESSABLE VOICE EVACUATION FIRE ALARM SYSTEM

PER NFPA 72

• MASS NOTIFICATION CAPABLE.

AREA OF WORK:

GROSS AREA: 3559 SF (LIMITED TO RENOVATION AREA OF BUILDING)

EGRESS:

REFER TO SHEET G0300 FOR OCCUPANT LOAD AND

EGRESS CALCULATIONS FOR THE PROPOSED PROJECT

AND EXISTING LEVEL 01.

PER VCC 2018 SECTION 1006.2 AND 1006.3, THE MINIMUM

NUMBER OF EXITS REQUIRED BASED ON THE TOTAL

OCCUPANCY LOAD OF THE PROPOSED PROJECT:2.

HIGH PERFORMANCE BUILDING ACT:

PER GMU HECO MANUAL 7.2.6.2, IN ACCORD WITH THE HIGH

PERFORMANCE BUILDING ACT, THE BUILDING IS EXEMPT FROM

COMPLIANCE BECAUSE THE COST OF THE RENOVATIONS DOES NOT

EXCEED 50% OF THE VALUE OF THE BUILDING.

VIRGINIA ENERGY CONSERVATION CODE:

IN ACCORD WITH THE VIRGINIA ENERGY CONSERVATION CODE (VECC),

THE BUILDING SHALL COMPLY WITH VECC SECTIONS C402 THROUGH

C405 AND C408.

ASHRAE 90.1-2013 SECTIONS 5, 6, 7, 8, 9, & 10. SECTION 5 COMPLIANCE

WILL BE VIA SECTION 5.5 – PRESCRIPTIVE BUILDING ENVELOPE OPTION.

SECTION 6 COMPLIANCE WILL BE VIA SECTIONS 6.4 – MANDATORY

PROVISIONS AND 6.5 – PRESCRIPTIVE PATH.

2018 Virginia Uniform Statewide Building Code (VUSBC) includes the following

2018 Virginia Existing Building Code 2018 Virginia Construction Code 2018 Virginia Statewide Fire Prevention Code 2018 Virginia Mechanical Code 2018 Virginia Maintenance Code 2018 Virginia Energy Conservation Code 2018 Virginia Plumbing Code 2018 Virginia Fuel Gas Code 2018 Virginia Existing Building Code 2017 National Electrical Code (NEC)

2010 ADA Standards for Accessible Design 2013 GMU Design Manual 2023 GMU HECO Manual

ALTERATION, LEVEL 2

SCOPE OF WORK INCLUDE THE ADDITION OR ELIMINATION OF WALLS

AND CEILINGS. INCLUDES RECONFIGURATION OF PLUMBING SYSTEMS.

CLASSIFICATION OF WORK PER

2018 VEBC 103.9:

OCCUPANT LOAD

REFER TO RESPECTIVE FLOOR CODE COMPLIANCE PLAN FOR DETAILED OCCUPANT

LOAD CALCULATIONS, SHEET G0300.

1. THE FLOOR PLAN BACKGROUND FOR NEW AND EXISTING CONSTRUCTION IS

SHOWN IN GRAY HALF-TONE.

2. DESIGNATIONS FOR FIRE RATED PARTITIONS, SMOKE PARTITIONS AND

OTHER CODE COMPLIANCE RELATED INFORMATION ARE SHOWN FULL TONE.

REFER TO CONTRACT DRAWINGS TO DETERMINE WHICH COMPONENTS ARE

NEW AND WHICH ARE EXISTING.

3. THE FIRE AND SMOKE DESIGNATIONS FOR EXISTING CONSTRUCTION ARE

SHOWN FOR REFERENCE ONLY AND ARE BASED ON INFORMATION PROVIDED

BY OWNER. THIS INFORMATION HAS NOT BEEN INDEPENDENTLY VERIFIED BY

CANNON DESIGN.

4. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EXIT LIGHTS,

EMERGENCY LIGHTS, AND FIRE ALARM

5. SYSTEM.

6. REFER TO FIRE PROTECTION DRAWINGS FOR LOCATIONS OF SPRINKLERS

AND FIRE PUMP.

7. REFER TO PLUMBING DRAWINGS FOR PLUMBING FIXTURE COUNTS.

8. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL LOADS.

9. ALL FURNITURE INDICATED ON THE PLANS ARE PLACEHOLDERS TO SCALE

AND INTENT. FINAL FURNITURE SELECTIONS WILL BE COORDINATED WITH

THE REQUIREMENTS OF THE USER IN ASSOCIATION WITH VCE.

GENERAL NOTES

Checked by:Project No.:

Drawing Title:

© 2022 The Cannon Corporation.

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

GMU 181082; CD 006193.03

Rev. Description Date www.cannondesign.com

A

1 2 3 4 5 6

B

C

D

E

RATHSKELLAR DINING

SPACE RENOVATION

PROJECT

4469 Aquia Creek Ln Fairfax, VA

WORKING DRAWINGS 04 AUG 2023

/2 /2

:5

:2

A M

G0201

CODE COMPLIANCE

SW

VCC 2018 - TABLE 601 - TYPE IIA

ITEM FIRE RATING

BEARING WALLS:

FIRE RESISTANCE RATINGS

EXTERIOR

INTERIOR

PRIMARY STRUCTURAL FRAME 1 HR

1 HR

1 HR

1 HR

NON-BEARING WALLS

AND PARTITIONS:

EXTERIOR

INTERIOR

VCC table 602

0 HR

FLOOR CONSTRUCTION &

SECONDARY MEMBERS

1 HR

ROOF CONSTRUCTION &

SECONDARY MEMBERS

1 HR

NOTE: ADDITIONAL FIRE PROTECTION RATINGS ARE

REQUIRED FOR SPECIFIC INSTANCES. REFER TO FIRE

PROTECTION PLANS FOR EXTENT OF ADDITIONAL RATINGS

REQUIRED.

1560 Wilson Blvd. Suite 200

P: 703.907.2300

F: 703.907.2050

Arlington, VA 22209

DESIGN DATA EXCHANGE (DDx) INFORMATION

DDx CONSTRUCTION TYPE

YEAR OF OCCUPANCY

COUNTRY

STATE

COUNTY

CITY

ZIP CODE

MARKET SECTOR

BUILDING TYPE

CBECS PRIMARY BUILDING TYPE

CBECS ANCILLARY TYPE 2

CBECS ANCILLARY TYPE 1

CBECS ANCILLARY TYPE 3

1. THE BASELINE BUILDING PERFORMANCE AND THE PROPOSED BUILDING PERFORMANCE NUMBERS ARE PRESENTED FOR COMPARISON PURPOSES, TO INFORM WHICH ENERGY CONSERVATION STRATEGIES

HAVE THE MOST IMPACT.

2. NEITHER THE BASELINE BUILDING PERFORMANCE, NOR THE PROPOSED BUILDING PERFORMANCE ARE PREDICTIONS OF ACTUAL ENERGY CONSUMPTION OR ENERGY COSTS AND ARE NOT SUITABLE FOR

OPERATIONAL BUDGETING OR OTHER DEFINITIVE FINANCIAL PLANNING PURPOSES.

3. THE ACTUAL ENERGY CONSUMPTION AND ENERGY EXPENDITURES OF THE BUILDING WILL DIFFER FROM THESE CALCULATIONS DUE TO VARIATIONS IN OCCUPANCY, BUILDING OPERATIONS, BUILDING

MAINTENANCE, WEATHER, ENERGY USES NOT COVERED BY THIS ANALYTICAL PROCEDURE, AND

CHANGES IN ENERGY RATES BETWEEN DESIGN OF THE BUILDING AND OCCUPANCY.

APPROVED COMPLIANCE TOOLS

ComCheck is only a valid compliance tool if the project will comply with the PRESCRIPTIVE REQUIREMENTS for the all of the following; building envelope, building mechanical systems, service water heating systems, and electrical power and lighting systems in their entirety.

ADOPTED ENERGY CODE CLIMATE ZONE

WARM / HUMID

MOIST / DRY / MARINE

STATE ENERGY CODE STANDARD

ENERGY CODE ADOPTION DATE

ENERGY CODE EFFECTIVE DATE

DESIGN ENERGY CODE STANDARD

CURRENT CLIMATE ZONE

ENRGY CODE ANTICIPATED REVISION DATE

ENERGY CODE COMPLIANCE PATHWAY

YEAR OF CONTRACT DOCUMENTS ISSUANCE

STORIES

STATE ENFORCEMENT

GROSS BUILDING AREA (GSF)

CBECS PRIMARY BUILDING TYPE AREA

CBECS ANCILLARY TYPE 1 AREA

CBECS ANCILLARY TYPE 2 AREA

CBECS ANCILLARY TYPE 3 AREA

ENERGY CODE INFORMATION

DESIGN DATA EXCHANGE (DDx) AREA TABLE

ENERGY MODELING

% REDUCTION FROM bEUI bEUITarget EUI CURRENT DESIGN kBTU/SF/YR

% REDUCTION FROM bLPD bLPDTarget LPD CURRENT DESIGN

W/FT2

LIGHTING POWER DENSITY (LPD)

PREDICTED ENERGY USE INTENSITY(pEUI)

CALIFORNIA TITLE 24 CLIMATE ZONE

Bm EUI

Bm LPD

22030

84,462 SF

N/A N/A N/A N/A

N/A N/A N/A

0.99 0.75

25%

0.65

39%

1.06

VIRGINIA

ALL

USA

FAIRFAX

EXISTING BUILDING

MOIST

VIRGINIA ENERGY CONSERVATION CODE

NO

NA

2018 VIRGINIA ENERGY CONSERVATION CODE

EDUCATION-HIGHER

STUDENT CENTER

MERCANTILE

OFFICE - MEDIUM (10,000-100,000 SF)

FOOD SERVICE-GENERAL

VIRGINIA

ASHRAE 90.1 MANDATORY PROVOSIONS + PRESCRIPTIVE

REQUIREMENTS

1 WORKING DRAWINGS R1 13 SEP 23

2 WORKING DRAWINGS R2 20 OCT 23

OUBO Review Stamp

Date = 12/11/2023

APPROVED FOR

CONSTRUCTION

S SS S

S SS

S S

DINING

AREA

THE

RATHSKELLER

EXISTING

CORRIDOR

EXISTING

KITCHEN

1201B

FE

E X

IT

B

50' - 0"

EXIT C

E X

IT

C

9' - 7 5/8"

EXIT C

/8

E X

IT

C

E X

IT

D

/8

E X

IT

A

27' - 11"

EXIT A

12' - 6"

EXIT A

EXISTING

VESTIBULE

1000A

RENOVATED

KITCHEN

1201A

WALK-IN

1210A.1

ASSEMBLY - UNCOCENTRATED SEATING

EXISTING KITCHEN

7' - 0"

EXIT F

34' - 0"

EXIT A

4' - 5"

EXIT B

EXIT B

(EXISTING)

56"

EC: 280

EO:

EXIT C

(EXISTING)

67"

EC: 335

EO:

EXIT A

(EXISTING)

36"

EC:180

EO:

9' - 1"

EXIT D

E X

IT

D

29' - 8"

EXIT D

E X

IT

D

115' - 3 3/4"

EXIT E

66' - 0"

EXIT E

EXIT E

(EXISTING)

36"

EC:180

EO:

EXIT D

(EXISTING)

36"

EC: 180

EO:

DINING

AREA

AREA NOT IN

SCOPE

AREA NOT IN

SCOPE

AREA NOT IN

SCOPE

REFER TO ELECTRICAL

FOR WORK IN THIS AREA

EXISTING 2-HR RATED

PARTITION TO REMAIN

EXISTING 2-HR RATED

PARTITION TO REMAIN

EXISTING 1-HR RATED

PARTITION TO REMAIN

EXISTING 1-HR RATED

PARTITION TO REMAIN

DRY

STORAGE

1208A CATERING

1201C

4' - 0"

EXIT F

E X

IT

F

E X

IT

F

88' - 1 3/4"

EXIT F

E X

IT

A

LEGEND

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE HOSE VALVE CABINET

OR STANDPIPE CONNECTION

FIRE ALARM ANNUNCIATOR PANEL

FIRE DEPARTMENT CONNECTION

1 HOUR FIRE

1 HOUR FIRE / SMOKE

2 HOUR FIRE

2 HOUR FIRE / SMOKE

ABLE TO RESIST PASSAGE OF SMOKE

EXIT ACCESS CORRIDOR

EXIT

ANN

FE

FEC

FHV

AREA OF RESCUE

EXIT STAIR

EGRESS PATH/ TRAVEL DISTANCE

XX'

XX'

XX'

TOTAL EXIT ACCESS TRAVEL DISTANCE

TRAVEL DISTANCE

IN-ROOM OR IN-SUITE

TRAVEL DISTANCE

EXIT ACCESS DOOR

TO EXIT

SMOKE BARRIER

EGRESS CAPACITY - PROPOSED AND

EXISTING BUILDING

EXIT NO. WIDTH WIDTH/

OCC.

EGRESS

CAPACITY

(EC)

EGRESS

OCCUPANTS

(EO)

COMPLIES REMAINING

EGRESS

CAPACITY

EXIT A/F

EXIT B

EXIT C

EXIT D

36"

56"

67"

EXIT E

0.2"

0.2"

0.2"

0.2"

0.2"

36"

36"

84 *

0 *

85 *

3 *

0 *

YES * 96 *

280 *

250 *

177 *

180 *

*NOTE: AS THIS IS AN EXISTING BUILDING, ADDITIONAL USES ARE PRESENT WHICH ALSO

UTILIZE THESE EXITS. AS THERE IS NO CHANGE IN USE/OCCUPANCY OF THE

RENOVATION AREA, IT IS ASSUMED THE EXISTING EGRESS CAPACITY AND OCCUPANT

LOADS HAVE REMAINS THE SAME. FOR THE PURPOSES OF THIS CALCUALTION, WE HAVE

ASSUMED THE KITCHEN OCCUPANCY EGRESSES OUT EXIT D, WHILE THE REMAINING

OCCUPANT LOAD FOR THIS SPACE IS SPLIT BETWEEN EXITS A AND C AS THESE ARE THE

PRIMARY DOORS SERVING THS RENOVATED SPACE.

YES *

YES *

YES *

YES *

MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS FOR THIS PROJECT SCOPE (PER VCC

2015 SECTION 1006.2)

FLOOR

LEVEL:

CALCULATED

OCCUPANT LOAD

NUMBER OF

EXITS REQUIRED

NUMBER OF

EXITS PROVIDED

EXIT PROVIDED AT

GRADE (YES/NO)

LEVEL 01 -

PROJECT

SCOPE

(EAT CAFE)

172 2 (PER VCC 2015

SECTION 1006.2

AND 1006.3)

5 (EXISTING) YES

EGRESS

Checked by:Project No.:

Drawing Title:

© 2022 The Cannon Corporation.

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

GMU 181082; CD 006193.03

Rev. Description Date www.cannondesign.com

A

1 2 3 4 5 6

B

C

D

E

RATHSKELLAR DINING

SPACE RENOVATION

PROJECT

4469 Aquia Creek Ln Fairfax, VA

WORKING DRAWINGS 04 AUG 2023

/2 /2

:5

:3

A M

G0300

LIFE SAFETY PLAN

SW

0' 8' 16'

1/8" = 1'-0"A1

LEVEL 01 LIFE SAFETY PLAN

OCCUPANT LOAD SUMMARY

NAME COMMENTS AREA

SF/

OCCUPANT

OCCUPANT

LOAD

ASSEMBLY -

UNCONCENTRATED

SEATING

Cafeteria 2499 SF 15 167

BUSINESS Business 142 SF 100 2

KITCHEN Cafeteria Kitchen 470 SF 200 3

Grand total 3112 SF 172

OCCUPANCY LEGEND

EGRESS PATH DISTANCE

EGRESS PATH COMMON PATH TRAVEL DISTANCE

EXIT A YES 34' - 0"

EXIT A 27' - 11"

EXIT A 12' - 6"

EXIT A 15' - 0 3/8"

EXIT A 10' - 1"

99' - 6 1/2"

EXIT B YES 32' - 6"

EXIT B YES 4' - 5"

36' - 11"

EXIT C YES 15' - 7 3/8"

EXIT C 50' - 0"

EXIT C 9' - 7 5/8"

EXIT C 12' - 3"

87' - 6 1/8"

EXIT D YES 50' - 0"

EXIT D YES 9' - 1"

EXIT D 15' - 4"

EXIT D 29' - 8"

EXIT D 18' - 2"

122' - 3"

EXIT E 115' - 3 3/4"

EXIT E 66' - 0"

181' - 3 3/4"

EXIT F YES 7' - 0"

EXIT F 4' - 0"

EXIT F 3' - 7"

EXIT F 24' - 0"

EXIT F 88' - 1 3/4"

126' - 8 3/4"

1560 Wilson Blvd. Suite 200

P: 703.907.2300

F: 703.907.2050

Arlington, VA 22209

1 WORKING DRAWINGS R1 13 SEP 23

OUBO Review Stamp

Date = 12/11/2023

10B

10A

5 3

Section A-A

10A

10B

A

A

Type of Metallic Penetrant

Steel or Iron Pipe, Conduit

Max Dim of T Rating, HrThrought Penetrants, 1/2

3/4

12 (305)

6 (152)

2 (51)

1(25)

Copper Pipe or Tube

4 (102)Steel or Iron Pipe, Conduit or EMT 1/4

In.(mm)

Steel or Iron Pipe, Conduit or EMT

Steel or Iron Pipe, Conduit or EMT

ANSI/UL1479 (ASTM E814)

F Rating - 2 Hr

CAN/ULC S115

F Rating - 2 Hr

FH Rating - 2 Hr

1. Floor or Wall Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks* . Max area of opening is 1024 sq in.

(0.66 m2) with a max height of 32 in. (813 mm) when installed in a wall or a max width of 32 in. (813 mm) when installed in a floor.

2. Metallic Penetrants - One or more metallic pipes, conduits or tubes to be installed within the opening. Annulus between penetrants is min 0 in. (point contact) to max 24 in. (609 mm). Annulus between penetrants and periphery of opening is 0 in.

(point contact) to max 24 in. (609 mm). Penetrants rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe - Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe - Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit - Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit, nom 4 in. (102 mm) diam (or smaller) electrical metallic tubing (EMT), or nom 4 in. (102 mm) diam (or smaller) steel Flexible Metal Conduit#.

D. Copper Pipe or Tube - Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe or Type M (or heavier) copper tube.

3. Pipe Insulation - One or more max 4 in. (102 mm) metallic pipes or tubes may be insulated. Annulus between penetrants is min 0 in. (point contact) to max 24 in. (609 mm). Annulus between penetrants and periphery of opening is 0 in. (point contact) to max 24 in. (609 mm). The annular space between metallic pipes, conduit and tubes and insulated pipes and tubes shall be a min 1/2 in. (13 mm) to max 24 in. (609 mm). Penetrants rigidly supported on both sides of floor or wall assembly. The following types of pipe insulation may be used:

A. Pipe and Equipment Covering Materials* - Nom 1 in. (25 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product.When Item 3A is used, T Rating is 3/4 Hr.

B. Pipe Covering Materials* - Nom 2 in. (51 mm) thick unfaced mineral fiber pipe insulation having a nom density of 3.5 pcf (56 kg/m3) (or heavier) and sized to the outside diam of the pipe or tube. Pipe insulation secured with min 8 AWG steel wire spaced max 12 in. (305 mm) OC. When Item 3B is used, T Rating is 2 Hr .

C. Sheathing Material* - Use in conjunction with Item 3B. Foil-scrim-kraft or all service jacket material shall be wrapped around the outer circumference of the pipe insulation (Item 3B) with the kraft side exposed. Longitudinal and transverse joints sealed with metal fasteners or butt tape.

D. Tube Insulation-Plastics## - Nom 3/4 in. (19 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing.When Item 3D is used, T Rating is 1/2 Hr.

E. Pipe Covering Materials* - Cellular Glass Insulation - Nom 2 to 3 in. (51 to 76 mm) thick cellular glass units sized to the outside diam of the pipe or tube and supplied in nom 24 in. (610 mm) long half sections or nom 18 in.(457 mm) long segments. Pipe insulation installed on pipe in accordance with the manufacturer's instructions. When Item 3E is used, T Rating is 2 Hr.

F. Metal Jacket - Used in conjunction with Item 3E. Min 12 in. (305 mm) long jacket formed from min 0.010 in. (0.25 mm) thick aluminum sheet cut to wrap tightly around the pipe insulation with a min 2 in. (51 mm) lap and secured using bands and seals of a similar material or min No. 18 AWG steel tie wire. Bands or steel tie wire to be located within 2 in. (51 mm) of each end of the jacket and spaced max 10 in. (254 mm) OC. Jacket installed with edge abutting surface of fill material (Item 9A) on top surface of floor or both surfaces of wall. Metal jacket to be used in addition to any other jacketing material which may be required on the pipe covering.

G. Pipe and Equipment Covering Materials* - Nom 2 to 3 in. (51 to 76 mm) thick hollow cylindrical calcium silicate (min 14 pcf or 224 kg/m3) units sized to the outside diam of the pipe or tube. Pipe insulation secured with stainless steel bands or min 8 AWG stainless steel wire spaced max 12 in. (305 mm) OC. When Item 3G is used, T Rating is 2 Hr.

4. Nonmetallic Penetrants - One or more nonmetallic pipes, conduits or tubes to be installed within the opening. Annulus between penetrants and periphery of opening is min 1 in. (25 mm) to max 24 in. (609 mm). Separation between metallic and nonmetallic penetrants is min 6 in. (152 mm). Penetrants rigidly supported on both sides of floor or wall assembly. The following types and sizes of nonmetallic pipes, conduits or tubing may be used:

A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) solid or cellular core Schedule 40 PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.

B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems.

C. Rigid Nonmetallic Conduit+ - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with the National Electrical Code (NFPA 70).

D. Electrical Nonmetallic Tubing (ENT)+ - Nom 2 in. (51 mm) diam (or smaller) corrugated wall ENT formed of polyvinyl chloride (PVC) installed in accordance with the National Electrical Code (NFPA 70).

E. Optical Fiber Raceway+ - Nom 2 in. (51 mm) diam (or smaller) optical fibner raceway (innerduct). Optical fiber raceway installed in accordance with Article 770 of the National Electrical Code (NFPA 70).

When Item 4 is used, the T Rating of the firestop system is 2 hr.

5. Cables - Nom 4 in. (102 mm) diam (or smaller) tight bundle of cables. Annulus between cable bundle and periphery of opening is min 0 in. (point contact) to max 24 in. (609 mm). Separation between cable bundle and metallic or nonmetallic penetrants shall be min 6 in. (152 mm). Cable bundle rigidly supported on both sides of floor or wall assembly. The following types and sizes of cables may be used:

A. Max 1/C - 1000 kcmil cable with polyvinyl chloride (PVC) or cross-linked polyethylene (XLPE) insulation and jacket.

B. Max 7/C - No. 12 AWG cable with PVC-nylon insulation and PVC jacket.

C. Max 400 pair - No. 24 AWG copper conductor telephone cable with PVC insulation and jacket.

D. Max RG/U coaxial cables with fluorinated ethylene jacket and insulation.

E. Multiple fiber optic cables with PVC insulation.

F. Through Penetrating Products* - Max 4/C with ground No. 2/O AWG Metal-Clad Cable+.

When cables are used, T Rating is 1/2 hr.

6. Cable Tray - Max 30 in. (762 mm) wide by max 6 in. (152 mm) deep open ladder cable tray with channel-shaped side rails formed from min 0.060 in. (1.5 mm) thick (No. 16 MSG) galv steel or min 0.060 in. (1.5 mm) thick aluminum with rungs spaced max 9 in. (229 mm) OC. A max of two cable trays may be installed within the opening with a min vertical separation of 4 in.

(102 mm) and a min horizontal separation of 1/4 in. (6 mm) between trays. Max vertical or horizontal separation is 24 in. (609 mm). Annulus between the cable tray and the periphery of the opening is min 0 in. (point contact) to max 24 in. (609 mm).

Separation between cable tray and metallic or nonmetallic penetrants is min 6 in. (152 mm). Cable trays to be rigidly supported on both sides of the floor or wall assembly. Aggregate cross-sectional area of cables in cable tray not to exceed 40 percent of the cross-sectional area of the cable tray based on a max 3 in. (76 mm) cable loading depth within tray. Any combination of the cable types specified in Item 5 may be used. When cable tray is used, T Rating is 1/2 hr.

7. Busway+ - Nom 19 in. (483 mm) wide (or smaller) by 6 in. (152 mm) deep "I" shaped aluminum enclosure containing factory-mounted copper bars rated for 600 V, 5000 A or max 26 in. (660 mm) wide by max 6 in. (152 mm) deep "I" shaped aluminum enclosure containing factory-mounted aluminum bars rated for 600 V, 4000 A. A max of two busways may be installed within the opening with a min separation of 1 in. (25 mm) to max 24 in. (609 mm). The annular space between the busway and the periphery of the opening shall be a min 0 in. (point contact) to a max 24 in. (609 mm). Busways spaced min 6

in. (152 mm) from all other penetrants. Busway to be rigidly supported on both sides of floor or wall assembly. The busway shall bear the UL Listing Mark and shall be installed in accordance with all provisions of the National Electrical Code, NFPA

70. When busway is used, the T Rating is 1/4 hr.

8. Air Conditioning (AC) Line Set - One or more AC line sets installed within opening. Each AC line set consists of two pipes or tubes (Item 8A), tubing insulation (Item 8B) and a thermostat cable (Item 8C). The space between the AC line sets shall be min 2 in. (51 mm). The space between the AC line sets and the periphery of the opening shall be min 0 in. (point contact) to max 24 in. (609 mm). The AC line sets shall be spaced min 6 in. from uninsulated metallic penetrants and shall be rigidly supported on both sides of the floor or wall assembly.

8A. Through Penetrant - A max of two pipes or tubes to be installed in each AC line set. Of the two pipes or tubes, only one may have a nom diam greater than 1/2 in. (13 mm). The following types and sizes of through penetrants may be used:

A. Steel Pipe - Nom 1 in. (25 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe.

B. Iron Pipe - Nom 1 in. (25 mm) diam (or smaller) cast or ductile iron pipe.

C. Copper Pipe - Nom 1 in. (25 mm) diam (or smaller) Regular (or heavier) copper pipe.

D. Copper Tube - Nom 1 in. (25 mm) diam (or smaller) Type L (or heavier) copper tube.

8B. Tube Insulation - Plastics# - Nom 3/4 in. (19 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. The tube insulation may be installed on one max 3/4 in. (19 mm) diam pipe or tube in each AC line set. The space between the insulated and uninsulated pipes or tubes within each AC line set shall be 0 in. (point contact).

8C. Cable - One 4 pair No. 18 AWG (or smaller) thermostat cable with polyvinyl chloride (PVC) insulation and jacket materials may be installed with each AC line set.

When Item 8 is used, the T Rating of the firestop system is 1/4 hr.

9. Steel Duct - (Not Shown) Nom 12 in. (305 mm) diameter (or smaller) No. 30 GA (or heavier) steel duct installed within opening when opening contains no cables or cable tray. A max of two steel ducts may be installed within the through-opening.

Ducts to be spaced min 4 in. (102 mm) apart and min 8 in. (203 mm) from insulated penetrants and nonmetallic penetrants.

Annulus between the steel duct and the periphery of the opening shall be min 0 in. (point contact) to max 24 in. (0 to 609 mm).

Steel ducts to be rigidly supported on both sides of floor or wall assembly. When steel duct is used, the T Rating is 0 hr.

10. Firestop System - The firestop system shall consist of the following items:

A. Packing Material - Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation tightly packed into opening. Packing material recessed from top surface of floor assembly or from both surfaces of wall or precast concrete units to accommodate the required thickness of fill material.

B. Fill, Void or Cavity Materials* - Sealant - Min 1/2 in. (13 mm) depth of fill material applied within the annulus, flush with top surface of floor assembly or with both surfaces of the wall assembly. Additional fill material forced into interstices of grouped cables and grouped cables within cable trays. At point contact location between through penetrant and concrete, a min 3/8 in. (9.6 mm) diam of fill material shall be applied at through penetrant/concrete interface on top surface of floor or both surfaces of the wall.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

#Bearing the UL Recognized Components Mark

+Bearing the UL Listing Mark

FT Rating - 0, 1/4, 1/2, 3/4 and 2 Hr (See Items 2 through 9)

FTH Rating - 0, 1/4, 1/2, 3/4 and 2 Hr (See Items 2 through 9)

T Rating - 0, 1/4, 1/2, 3/4 and 2 Hr (See Items 2 through 9)

Checked by:Project No.:

Drawing Title:

© 2022 The Cannon Corporation.

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

GMU 181082; CD 006193.03

Rev. Description Date www.cannondesign.com

A

1 2 3 4 5 6

B

C

D

E

RATHSKELLAR DINING

SPACE RENOVATION

PROJECT

4469 Aquia Creek Ln Fairfax, VA

WORKING DRAWINGS 04 AUG 2023

/2 /2

:5

:3

A M

G0301

UL PENETRATION DETAIL

SW

NTS

UL 1479 PENETRATION DETAIL

1560 Wilson Blvd. Suite 200

P: 703.907.2300

F: 703.907.2050

Arlington, VA 22209

1 WORKING DRAWINGS R1 13 SEP 23

OUBO Review Stamp

Date = 12/11/2023

DINING

AREA

THE

RATHSKELLER

EXISTING

CORRIDOR

EXISTING

KITCHEN

1201B

F6

F5

O1

O1

W1

F11

M3

F7

F8

K3

S1

M3

W1

O4

W1

F11

M2

F9

F10 F10

K1

F3

F4

F1

W1

F2

W2

F3

F15

EXISTING

VESTIBULE

1000A

DINING

AREA

Q U

A R

R Y

T

IL

E

E X

IS

T

.T

IL

E

T

IL

E

Q U

A R

R Y

T

IL

E

D1/D0201

TYP

TILE

EXIST. TILE

QUARRY TILE

TILE

AREA NOT

IN SCOPE

W3

W3

T3s

WT-3

TEMPORARY

CONSTRUCTION

BARRIER

TEMPORARY

CONSTRUCTION

BARRIER

TEMPORARY

CONSTRUCTION

BARRIER AND

LOCKABLE DOOR

T3s

T3s

T3s

F5

F11

O2 O2 O2

M1

/8

K2

TILE

CARPET

F5 F11 M1

S2

W4 W4

O5

F12

F13

O3 O2

OPENING JAMB

ALIGN WITH EXISTING 8'-6"

F14 F14

F5

Q U

A R

R Y

T

IL

E T

O R

E M

A

IN

Q U

A R

R Y

T

IL

E T

O D

E M

O L

IS

H

EXISTING OFFICE

K2

POWER

T1208

F16

F16

F16

F16

F16F16

W5

2'-6" 3'-4"

DEMOLITION LEGEND

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

FLOORING TRANSITION

AREA FOR TRENCHING

GENERAL NOTES

1. ALL ITEMS TO BE REMOVED SHALL BE REMOVED ENTIRELY, AND AFFECTED

SURFACES PREPARED TO RECEIVE NEW CONSTRUCTION. CONTRACTOR TO

PATCH AND REPAIR ANY DEMOLISHED AREAS NOT TO BE COVERED BY NEW

CONSTRUCTION.

2. PROTECT ALL EXISTING WORK TO REMAIN. REPAIR AS NECESSARY ANY

DAMAGE TO REMAINING ITEMS WHICH OCCURS DURING DEMOLITION OR

CONSTRUCTION.

3. IN ALL WALLS AND CEILINGS SCHEDULED FOR REMOVAL, CONTRACTOR SHALL

DISCONNECT AT THE SOURCE ANY ANY ELECTRICAL CIRCUITS, AND CAP ALL

ABANDONED PLUMBING/UTILITIES BEHIND FINISHES, OR BELOW EXISTING

FLOOR. COMPLY WITH ALL APLICABLE CODES.

4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR

EXISTING FIXTURES AND SERVICES TO BE REMOVED.

5. DEMOLITION IS NOT FULLY ILLUSTRATED ON DRAWINGS. PROVIDE DEMOLITION

AS REQUIRED TO ACCOMODATE NEW CONSTRUCTION.

6. ALL DIMENSIONS TO BE VERIFIED IN FIELD.

7. PATCH AND PREP ANY EXISTING FLOORS, WALLS, DOORS, DOOR FRAMES AND

CEILING TO RECEIVE NEW FINISHES.

8. DURING RENOVATION PROJECT, A FULL BUILDING FIRE WATCH SHALL BE

PROVIDED FOR ANY WORK THAT AFFECTS THE INTEGRITY OF THE FIRE ALARM

OR SPRINKLER SYSTEM. THIS INCLUDES ANY REMOVAL OF CEILING TILE

AROUND SPRINKLER HEADS THAT IS NOT REINSTALLED AT THE END OF THE

WORK DAY. FIRE WATCH SHALL BE PERFORMED BY A DEDICATED PERSON

AND SHALL FOLLOW THE PROCEDURES OUTLINED ON THE EHS WEBSITE. A

FIRE WATCH MAY NOT BE NEEDED IF A 2 HR CONSTRUCTION BARRIER IS

INSTALLED AROUND THE PERIMETER OF THE ENTIRE CONSTRUCTION AREA

AND PRIOR WRITTEN APPROVAL IS OBTAINED FROM GEORGE MASON AND

SFM.

9. CONTRACTOR TO PROVIDE QUALIFIED PERSONNEL TO PERFORM SPRINKLER

DRAIN DOWN AND RE-FLOW OF THE SPRINKLER SYSTEM. GMU WILL PROVIDE

ASSISTANCE DEMONSTRATING PROCEDURES UPON REQUEST.

10. REFER TO FOOD SERVICE EQUIPMENT DRAWINGS PREPARED BY OWNER'S

CONSULTANT FOR EQUIPMENT TO BE REMOVED, REUSED, OR REMAIN.

COORDINATE WITH OWBER FOR SALVAGE OR DISPOSAL INSTRUCTIONS.

11. REFER TO PLUMBING AND EQUIPMENT REQUIREMENTS TO COORDINATE FOR

NEW PLUMBING DRAIN LINES. SAW CUT EXISTING CONCRETE SLAB TO INSTALL

NEW PLUMBING DRAIN LINES. INFILL TRENCH PER DETAIL ON A0800.

12. REFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLERS TO REMAIN,

REMOVE, OR RELOCATE.

13. EXISTING OFFICE SHALL BE OCCUPIED DURING CONSTRUCTION.

14. CONTRACTOR SHALL COMPLETELY AND CAREFULLY REMOVE ALL AV / IT

EQUIPMENT. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR DISPOSAL OF

EQUIPMENT.

2'-4 1/2"

/2

7"

ANCHOR TO (E)

CONC. SLAB

CONT. MEAL TOP

AND BOTTOM TRACK

REMOVE EXIST.

QUARRY TILE

COVE WALL BASE

REMOVE EXIST.

FRP WALL PANELS

M3

M3

M3

N

N

Checked by:Project No.:

Drawing Title:

© 2022 The Cannon Corporation.

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

GMU 181082; CD 006193.03

Rev. Description Date www.cannondesign.com

A

1 2 3 4 5 6

B

C

D

E

RATHSKELLAR DINING

SPACE RENOVATION

PROJECT

4469 Aquia Creek Ln Fairfax, VA

KEY PLAN

Project North VA State Grid North

WORKING DRAWINGS 04 AUG 2023

/2 /2

:5

:3

A M

D0201

DEMOLITION PLAN

SW

0' 4' 8'

1/4" = 1'-0"A1

LEVEL 01 DEMOLITION PLAN

DEMOLITION KEYED NOTES:

NUMBER DESCRIPTION

F1 REMOVE EXISTING WALL-MOUNTED LAMINATE COUNTERTOP & BRACKETS.

F2 REMOVE EXISTING 34"H CASEWORK, INCLUDING COUNTERTOPS, 32"H

PARTIAL-HEIGHT WALL, TILE AND LIGHT BOX ON EXTERIOR FACE, AND FRP

PANELS ON INTERIOR FACE.

F3 EXISTING QUARRY TILE FLOOR AND BASE TO REMAIN

F4 EXISTING TILE FLOORING TO REMAIN

F5 REMOVE EXISTING TILE FLOORING AND TILE/COVE WALL BASE & PREPARE

EXIST. CONC SLAB TO RECEIVE NEW FLOOR FINISH

F6 REMOVE EXISTING QUARRY TILE FLOORING AND COVE WALL BASE & PREP

EXIST. CONC SLAB TO RECEIVE NEW FLOOR FINISH

F7 REMOVE EXISTING 43"H WOOD WAINSCOTTING, AND WOOD WALL BASE. RATED

GYPSUM WALL TO REMAIN.

F8 REMOVE EXISTING 43"H WOOD WAINSCOTTING AND WOOD WALL BASE AROUND

THE PERIMETER OF COLUMN ON CUSTOMER SIDE, AND FRP WALL PANELS AND

QUARRY TILE COVE BASE ON SERVING SIDE.

F9 REMOVE EXIST. 24"H WALL TILE & WOOD CHAIRAIL

F10 REMOVE EXISTING 65"H WALL TILE AND COVE BASE.

F11 REMOVE EXIST. 43"H WOOD WALL WAINSCOTTING, WALL BASE, AND BRICK

VENEER. REPAIR WALLS AS REQUIRED AND PREPARE WALLS TO RECEIVE NEW

PAINT AND TILE FINISHES.

F12 REMOVE EXISTING RESILIENT BASE

F13 SALVAGE TILE BASE FOR REUSE.

F14 SALVAGE VENEER BRICK FOR REUSE.

F15 REMOVE EXISTING FRP WALL PANEL (7'-11"H) TO JOINT. REMOVE EXISTING

WOOD BASE, & PREP PORTION OF WALL TO RECEIVE NEW SCHEDULED

FINISHES.

F16 SAW-CUT EXISTING CONCRETE SLAB TO INSTALL NEW PLUMBING DRAIN LINES.

REFER PLUMBING DRAWINGS. INFILL TRENCH PER DETAIL ON A0800.

CO-ORDINATE EXTENT OF SLAB CUTTING WITH PLUMBING AND EQUIPMENT

REQUIREMENTS.

K1 REMOVE EXISTING HANDSINK, SOAP & PAPER TOWEL DISPENSERS & SALAVAGE

W/ CARE FOR REINSTALLATION.

K2 REMOVE WALK-IN REFRIGERATOR AND ALL APPURTENANCES & SALAVAGE W/

CARE FOR RELOCATION AND REINSTALLATION.

K3 REMOVE ALL EXISTING FOOD SERVICE BAR EQUIPMENT, INCLUDING SHELVING.

CONSULT OWNER FOR SALVAGE OR DISPOSAL INSTRUCTIONS.

M1 REMOVE ALL MILLWORK INCLUDING BUT NOT LIMITED TO: EXISTING BUILT-IN

BANQUETTE SEATING & WALL MOUNTED CUSHION BACK, PASS-THROUGH,

BUILT-IN BAR.

M2 REMOVE EXISTING 34"H CASEWORK

M3 REMOVE EXISTING 43"H BUILT-IN BAR, INCLUDING LAMINATE COUNTERTOP,

PARTIAL HEIGHT STUD WALLS, WOOD WAINSCOTTING AND TILED CONCRETE

FOOTSTEP ON THE EXTERIOR FACE, AND FRP PANELS AND QUARRY TILE BASE

ON THE INTERIOR FACE.

O1 REMOVE EXISTING WINDOWS, CASING AND STUD WALLS IN THEIR ENTIRETY TO

UNDERSIDE OF EXISTING BULKHEAD.

O2 REMOVE EXISTING WINDOWS, FRAMES, CASING. MAINTAIN STUD WALLS AND

PREP TO RECEIVE NEW STOREFRONT. SALVAGE BRICK VENEER FOR REUSE.

O3 REMOVE EXISTING WINDOWS, FRAMES, CASING AND STUD WALL BELOW.

COORDINATE WITH OPENING FOR NEW DOOR.

O4 REMOVE EXISTING 36"Wx84"H ALUM/GLASS ENTRY DOOR & FRAME, 18"Wx84"H SIDELITE, AND 56"Wx14"H ALUM/GLASS TRANSOM

O5 REMOVE EXISTING OVERHEAD COILING GRILLE.

S1 EXIST. FLOOR DRAIN TO BE REMOVED AND CAPPED. REFER TO PLUMBING

DRAWINGS.

S2 REMOVE EXISTING ELECTRICAL STUB UP.

W1 REMOVE EXISTING WALL, INCLUDING WOOD WAINSCOTTING, WALL BASE AND

WALL CAP.

W2 REMOVE PORTION OF EXISTING STUD WALL, INCLUDING GYPSUM BOARD, 43"H

WOOD WAINSCOTTING, & WOOD WALL BASE ON THE RATHSKELLER SIDE, AND

WALL TILE AND QUARRY TILE COVE BASE ON THE KITCHEN SIDE.

W3 DEMO WALL ONLY AS REQUIRED FOR INSTALLATION OF NEW ELECTRICAL

PANELS. PATCH AS REQUIRED TO MATCH ADJACENT FINISHES

W4 REMOVE EXISTING WALL BRACING. RECONSTRUCT WALL AS REQUIRED FOR

PERMANENT INSTALLATION.

W5 DEMO PORTION OF WALL FOR NEW DOOR.

0' 4' 8'

1" = 1'-0"D1

DEMOLITION DETAIL

1560 Wilson Blvd. Suite 200

P: 703.907.2300

F: 703.907.2050

Arlington, VA 22209

1 WORKING DRAWINGS R1 13 SEP 23

OUBO Review Stamp

Date = 12/11/2023

V D

V D

VD

VD

P

S S

SS

S

S S SS

C2

C2

C12

C1

TYP

DINING

AREA

THE

RATHSKELLER

EXISTING

CORRIDOR

EXISTING

KITCHEN

1201B

C8

C8 C1 C6

C8

C8

C6

C5 C5

C11

C13

C7

C1

K4 C10

C2

EXISTING

VESTIBULE

1000A

DINING

AREA

7' - 11"

GWB-1

9' - 11"

GWB-1

8' - 7"

EXIST.

S

S

S

C8

AREA NOT

IN SCOPE

V.I.F.

REFER TO OVERALL CORRIDOR CEILING PLAN FOR LIGHTING REMOVAL SCOPE

C3

C3

C3

C4C22

B2/A0800

GENERAL NOTES

1. ALL ITEMS TO BE REMOVED SHALL BE REMOVED ENTIRELY, AND AFFECTED

SURFACES PREPARED TO RECEIVE NEW CONSTRUCTION. CONTRACTOR TO

PATCH AND REPAIR ANY DEMOLISHED AREAS NOT TO BE COVERED BY NEW

CONSTRUCTION.

2. PROTECT ALL EXISTING WORK TO REMAIN. REPAIR AS NECESSARY ANY

DAMAGE TO REMAINING ITEMS WHICH OCCURS DURING DEMOLITION OR

CONSTRUCTION.

3. IN ALL WALLS AND CEILINGS SCHEDULED FOR REMOVAL, CONTRACTOR SHALL

DISCONNECT AT THE SOURCE ANY ANY ELECTRICAL CIRCUITS, AND CAP ALL

ABANDONED PLUMBING/UTILITIES BEHIND FINISHES, OR BELOW EXISTING

FLOOR. COMPLY WITH ALL APLICABLE CODES.

4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR

EXISTING FIXTURES AND SERVICES TO BE REMOVED.

5. DEMOLITION IS NOT FULLY ILLUSTRATED ON DRAWINGS. PROVIDE DEMOLITION

AS REQUIRED TO ACCOMODATE NEW CONSTRUCTION.

6. ALL DIMENSIONS TO BE VERIFIED IN FIELD.

7. PATCH AND PREP ANY EXISTING FLOORS, WALLS, DOORS, DOOR FRAMES AND

CEILING TO RECEIVE NEW FINISHES.

8. DURING RENOVATION PROJECT, A FULL BUILDING FIRE WATCH SHALL BE

PROVIDED FOR ANY WORK THAT AFFECTS THE INTEGRITY OF THE FIRE ALARM

OR SPRINKLER SYSTEM. THIS INCLUDES ANY REMOVAL OF CEILING TILE

AROUND SPRINKLER HEADS THAT IS NOT REINSTALLED AT THE END OF THE

WORK DAY. FIRE WATCH SHALL BE PERFORMED BY A DEDICATED PERSON

AND SHALL FOLLOW THE PROCEDURES OUTLINED ON THE EHS WEBSITE. A

FIRE WATCH MAY NOT BE NEEDED IF A 2 HR CONSTRUCTION BARRIER IS

INSTALLED AROUND THE PERIMETER OF THE ENTIRE CONSTRUCTION AREA

AND PRIOR WRITTEN APPROVAL IS OBTAINED FROM GEORGE MASON AND

SFM.

9. CONTRACTOR TO PROVIDE QUALIFIED PERSONNEL TO PERFORM SPRINKLER

DRAIN DOWN AND RE-FLOW OF THE SPRINKLER SYSTEM. GMU WILL PROVIDE

ASSISTANCE DEMONSTRATING PROCEDURES UPON REQUEST.

10. REFER TO FOOD SERVICE EQUIPMENT DRAWINGS PREPARED BY OWNER'S

CONSULTANT FOR EQUIPMENT TO BE REMOVED, REUSED, OR REMAIN.

COORDINATE WITH OWBER FOR SALVAGE OR DISPOSAL INSTRUCTIONS.

11. REFER TO PLUMBING AND EQUIPMENT REQUIREMENTS TO COORDINATE FOR

NEW PLUMBING DRAIN LINES. SAW CUT EXISTING CONCRETE SLAB TO INSTALL

NEW PLUMBING DRAIN LINES. INFILL TRENCH PER DETAIL ON A0800.

12. REFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLERS TO REMAIN,

REMOVE, OR RELOCATE.

13. EXISTING OFFICE SHALL BE OCCUPIED DURING CONSTRUCTION.

14. CONTRACTOR SHALL COMPLETELY AND CAREFULLY REMOVE ALL AV / IT

EQUIPMENT. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR DISPOSAL OF

EQUIPMENT.

2x2, ACT-1

2x4, ACT-2

GWB-1

CEILING LEGEND

AIR DEVICE, SUPPLY

AIR DEVICE, RETURN

SPEAKERS

2X4 LED FIXTURE

2X2 LED FIXTURE

CEILING-MOUNTED/PENDANT LIGHT FIXTURE

RECESSED DOWNLIGHT FIXTURE

WALL-MOUNTED EXTERIOR LIGHT

TRACK LIGHT

EXIT LIGHT, CEILING MOUNTED

EXIT LIGHT, WALL MOUNTED

EXISTING SPRINKLER HEAD

ACCESS DOOR

EXISTING FAUX WOOD BEAMS

OCCUPANCY SENSORP

CEILING FAN

S

EXISTING

VESTIBULE

1000A

DINING

AREA

REMOVE EXISTING FLUORESCENT LIGHTS AND REPLACE IN PLACE.

N

N

Checked by:Project No.:

Drawing Title:

© 2022 The Cannon Corporation.

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

GMU 181082; CD 006193.03

Rev. Description Date www.cannondesign.com

A

1 2 3 4 5 6

B

C

D

E

RATHSKELLAR DINING

SPACE RENOVATION

PROJECT

4469 Aquia Creek Ln Fairfax, VA

KEY PLAN

Project North VA State Grid North

WORKING DRAWINGS 04 AUG 2023

/2 /2

:5

:3

A M

D0701

DEMOLITION REFLECTED

CEILING PLAN

SW

0' 4' 8'

1/4" = 1'-0"B1

LEVEL 01 DEMOLITION REFLECTED CEILING PLAN

DEMOLITION KEYED NOTES:

NUMBER DESCRIPTION

C1 REMOVE ALL EXISTING CEILINGS, LIGHTS, AND APPURTENANCES. REMOVE ALL

EXISTING SPEAKERS AND WIRING. PREPARE FOR NEW MEP WORK AND

FINISHES.

C2 EXISTING CEILING AND LIGHT FIXTURES TO REMAIN, UNLESS NOTED

OTHERWISE

C3 REMOVE EXISTING ACOUSTICAL TILE CEILING, RECESSED LIGHT FIXTURES, AND

MECHANICAL REGISTERS. REFER TO FIRE PROTECTION DRAWINGS FOR

SPRINKLERS TO REMAIN, REMOVE OR RELOCATE.

C4 REMOVE EXISTING CEILING ABOVE VISIBLE CEILING.

C5 REMOVE EXISTING CEILING/WALL MOUNTED EXIT LIGHT

C6 REMOVE FAUX WOOD BEAMS

C7 REMOVE EXIST. PENDANT LIGHTING.

C8 REMOVE GYP BOARD @ EXISTING BULKHEAD AS NECESSARY TO PREPARE FOR

NEW MEP WORK. KEEP STUDS FOR REUSE.

C10 REMOVE & REINSTALL EXIST. CEILING TILES IN THIS AREA TO PREPARE FOR

NEW MEP WORK (REPRESENTED BY DASHED LINES)

C11 EXISTING BULKHEAD TO REMAIN

C12 REMOVE PORTION OF EXISTING GYPSUM BOARD BULKHEAD TO INSTALL NEW

SECURITY GRILL.

C13 REMOVE EXISTING RECESSED MOTORIZED OVERHEAD SECURITY GATE &

COMPONENTS.

C22 COMPLETELY REMOVE EXISTING GYPSUM/ PLASTER CEILING ASSEMBLY

INCLUDING ALL HANGERS AND SUPPORTS, LIGHT, GRILLES, SPEAKERS, SMOKE

DETECTORS, EXPANSION JOINTS ETC. COORDINATE WITH MECHANICAL/

ELECTRICAL/ PLUMBING FOR DEVICES TO REMAIN AND FOR THE INSTALLATION

OF NEW FIXTURES.

K4 EXIST. GREASE HOOD TO REMAIN

1560 Wilson Blvd. Suite 200

P: 703.907.2300

F: 703.907.2050

Arlington, VA 22209

0' 4' 8'

1/8" = 1'-0"A1

CORRIDOR DEMOLITION REFLECTED CEILING PLAN

1 WORKING DRAWINGS R1 13 SEP 23

OUBO Review Stamp

Date = 12/11/2023

F

P

S S SS

S

F

F

F

DPL (E) DPH

300KVA XFMR

(E) KILN

N

N

Checked by:Project No.:

Drawing Title:

© 2022 The Cannon Corporation.

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

GMU 181082; CD 006193.03

Rev. Description Date www.cannondesign.com

A

1 2 3 4 5 6

B

C

D

E

RATHSKELLAR DINING

SPACE RENOVATION

PROJECT

4469 Aquia Creek Ln Fairfax, VA

KEY PLAN

Project North VA State Grid North

WORKING DRAWINGS 04 AUG 2023

/2 /2

:3

:0

A

M

D0801

LEVEL 01 DEMOLITION

PLAN

SR

1. EXISTING DEVICE TO REMAIN.

2. REMOVE ALL EXISTING DEVICES THIS ROOM UNLESS OTHERWISE NOTED. MAINTAIN CONTINUITY OF CIRCUITS

TO AREAS NOT AFFECTED BY THE RENOVATION PROGRAM.

3. REMOVE EXISTING DEVICE AND ASSOCIATED BACKBOXES.

4. REMOVE EXISTING DEVICE. EXISTING BACKBOX AND PARTIAL CONDUIT EXTENSION TO BE REUSED.

5. REMOVE EXISTING LUMINAIRES THIS ROOM.

6. DISCONNECT AND REMOVE ALL EXISTING CEILING MOUNTED DEVICES AND LUMINAIRES THIS AREA, UNLESS

NOTED OTHERWISE.

7. DISCONNECT AND REMOVE EXISTING TRANSFORMER LINE SIDE DISCONNECT SWITCH. REMOVE EXISTING

FEEDER BACK TO MAIN SWITCHBOARD.

8. DISCONNECT AND REMOVE EXISTING 300KVA TRANSFORMER AND CONCRETE BASE.

9. RELOCATE EXISTING PANEL (KILN) AND ASSOCIATED BRANCH CIRCUITS 12'' TO THE RIGHT OF ITS CURRENT

LOCATION.

10. EXISTING PANEL (DPL) TO BE DISCONNECTED AND REMOVED. ALL EXISTING FEEDERS CURRENTLY CONNECTED

SHALL BE DISCONNECTED AND PARTIALLY BE REMOVED TO ABOVE THE PANEL.

11. EXISTING LOAD SIDE DISCONNECT SWITCH, AND LOAD SIDE FEEDER TO BE DISCONNECTED AND REMOVED.

12. EXISTING ICE MAKER TO BE DISCONNECTED, REMOVED AND RELOCATED. SEE NEW WORK PLAN.

13. EXISTING CORRIDOR LIGHTING SHALL BE DISCONNECTED AND REMOVED. NEW FIXTURES SHALL OCCUPY SAME POSITION IN CEILING. EXISTIGN LIGHTING CONTROL SHALL REMAIN IN PLACE, SEE DRAWING E0101 FOR NEW

FIXTURE LAYOUT.

14. REMOVE EXISTING RECEPTACLE AND DEVICE PLATE. EXISTING BACK-BOX AND WIRING SHALL REMAIN.

KEYED NOTES :

A. REMOVE ALL ELECTRICAL EQUIPMENT ON OR IN EXISTING WALLS, CEILINGS AND PARTITIONS WHICH ARE TO BE DEMOLISHED. REMOVE ALL EXPOSED PORTIONS OF BRANCH CIRCUIT AND CONTROL VOLTAGE WIRING AND CONDUITS.

B. WHERE EXISTING WALLS ARE TO REMAIN, REMOVE ALL EXPOSED RACEWAYS, SURFACE AND RECESSED OUTLET BOXES, ETC. WHICH ARE NOT TO BE REUSED. WHERE NEW CONDUITS AND OUTLETS ARE TO BE ADDED TO EXISTING WALLS IN

FINISHED ROOMS, THEY SHALL BE CONCEALED BY CUTTING AND PATCHING THE WALLS.

C. UTILIZE EXISTING OUTLET BOXES AND RACEWAY SYSTEMS WHEREVER PRACTICAL IN RENOVATION AREAS. WHERE SUCH EXISTING OUTLET BOXES ARE USED, INSTALL NEW WIRING DEVICES, COVERPLATES, AND WIRING. SPECIAL

COVERPLATES MAY BE REQUIRED TO SUIT CONDITIONS.

D. REARRANGE EXISTING CONDUITS AND WIRING TO ACCOMMODATE NEW CIRCUIT ARRANGEMENTS INDICATED AND TO

MAINTAIN CONTINUITY OF EXISTING CIRCUITS FEEDING DEVICES THAT ARE TO REMAIN.

E. BE RESPONSIBLE TO REMOVE AND REINSTALL EXISTING ELECTRICAL EQUIPMENT TO ACCOMMODATE THE WORK OF OR

DISTURBED BY ALL TRADES.

F. STOCKPILE REMOVED LUMINAIRES, POWER AND COMMUNICATION DEVICES ON JOB SITE FOR REUSE UNTIL TIME OR PROJECT CLOSEOUT, THEN REMOVE THOSE FROM SITE THAT THE OWNER DOES NOT WISH TO SALVAGE.

G. EXISTING DEVICE LOCATIONS WERE IDENTIFIED AS COMPLETELY AS POSSIBLE BY A SITE SURVEY AND BY RECORD DOCUMENTS AS AVAILABLE. BE RESPONSIBLE FOR PROPER DEMOLITION AND REWORK OF DEVICES NOT SHOWN ON

DRAWINGS TO CONFORM WITH INTENT OF DOCUMENTS.

H. ALL EXISTING FIRE ALARM SYSTEM AND DEVICES LOCATED OUTSIDE OF AREA OF CONSTRUCTION SHALL BE MAINTAINED.

FIRE ALARM SYSTEM AND DEVICES WITHIN AREA OF CONSTRUCTION SHALL BE DEACTIVATED DURING CONSTRUCTION.

GENERAL DEMOLITION NOTES:

1/8" = 1'-0"

ELECTRICAL DEMOLITION PLAN - POWER AND LIGHTING

1560 Wilson Blvd. Suite 200

P: 703.907.2300

F: 703.907.2050

Arlington, VA 22209

3 2

1 WORKING DRAWINGS R1 13 SEP 2023

11/22/23

OUBO Review Stamp

Date = 12/11/2023

3" EX GW3" EX W

4" EX GW

3" EX GW

4" EX GW

4" EX GW

4" EX GW

N

N

Checked by:Project No.:

Drawing Title:

© 2022 The Cannon Corporation.

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

GMU 181082; CD 006193.03

Rev. Description Date www.cannondesign.com

A

1 2 3 4 5 6

B

C

D

E

RATHSKELLAR DINING

SPACE RENOVATION

PROJECT

4469 Aquia Creek Ln Fairfax, VA

KEY PLAN

Project North VA State Grid North

WORKING DRAWINGS 04 AUG 2023

/2 /2

:0

:5

P M

PD0100

UNDERSLAB - PLUMBING

DEMOLITION PLAN

DK

1/4" = 1'-0"

UNDERSLAB PLUMBING DEMOLITION PLAN

1560 Wilson Blvd. Suite 200

P: 703.907.2300

F: 703.907.2050

Arlington, VA 22209

1. DISCONNECT AND REMOVE 3" GREASE WASTE (GW) TO POINT INDICATED, CAP PIPING BELOW

SLAB.

2. DISCONNECT AND REMOVE 2" GREASE WASTE (GW) TO POINT INDICATED AND CAP.

3 4" GREASE WASTE(GW) UP TO EXITING 4" FLOOR CLEAN OUT (FCO).

4. 3" WASTE - UP TO 3" FLOOR SINK.

5. 4" GREASE WASTE (GW) CONTINUES TO EXISTING GREASE INTERCEPTOR.

6. 3" GREASE WASTE (GW) - UP TO EXISTING MOP BASIN.

KEYED NOTES

1 WORKING DRAWINGS R1 13 SEP 2023

OUBO Review Stamp

Date = 12/11/2023

EX V

EX FS

EX FD

EX FCO

EX FS

EX SK

EX FD

EX FCO

EX SKEX SK

EX SK

1 1

FS

FS

FS

FS

FS

FS(ETR)

N

N

Checked by:Project No.:

Drawing Title:

© 2022 The Cannon Corporation.

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

GMU 181082; CD 006193.03

Rev. Description Date www.cannondesign.com

A

1 2 3 4 5 6

B

C

D

E

RATHSKELLAR DINING

SPACE RENOVATION

PROJECT

4469 Aquia Creek Ln Fairfax, VA

KEY PLAN

Project North VA State Grid North

WORKING DRAWINGS 04 AUG 2023

/2 /2

:0

:5

P M

PD0101

LEVEL 01 - PLUMBING

DEMOLITION PLAN

DK

1/4" = 1'-0"

LEVEL 01 SANITARY DEMOLITION PLAN

1560 Wilson Blvd. Suite 200

P: 703.907.2300

F: 703.907.2050

Arlington, VA 22209

1. DISCONNECT & REMOVE EXISTING FIXTURE & ASSOCIATED FS, GW, & VENT PIPING TO POINT

INDICATED, CAP & ABANDON INACCESSIBLE PIPING BELOW EXISTING TO REMAIN SLAB.

2. DISCONNECT & REMOVE EXISTING FIXTURE & ASSOCIATED GW & VENT PIPING TO POINT

INDICATED.

3. DISCONNECT & REMOVE EXISTING FLOOR SINK & ASSOCIATED GW & VENT PIPING TO POINT

INDICATED. CAP & ABANDON INACCESSIBLE PIPING BELOW EXISTING SLAB.

4. DISCONNECT & REMOVE EXISTING 2" VENT TO POINT INDICATED ABOVE CEILING. CAP OR

PREPARE PIPING FOR NEW CONNECTION AS REQUIRED.

5. EXISTING TO REMAIN FLOOR SINK (FS).

6. EXISTING TO REMAIN MOP SINK (MS).

7. INDIRECT WAST PIPING FROM FIXTURES TO FLOOR SINK TO BE REMOVED.

8. DISCONNECT AND REMOVE EXISTING FLOOR DRAIN.

9. DISCONNECT & REMOVE EXISTING MOB BASIN IN ITS ENTIRETY. ALL ASSOCIATED HOT& COLD WATER AND VENT PIPING SHALL BE REMOVE BACK TO 1'-0" OF MAIN AND CAPPED. WASTE PIPING

SHALL BE REMOVE TO POINT BELOW FLOOR AND CAPPED.

KEYED NOTES

1 WORKING DRAWINGS R1 13 SEP 2023

OUBO Review Stamp

Date = 12/11/2023

EX CW

EX HW

EX HWR

E X

H W

R

E X

H W

E X

C W

EX SK

EX SK

EX SK

EX SK

EX SK

3/4"3/4"3/4"

1"

1"

3/4"

4 4

EX MB 7

N

N

Checked by:Project No.:

Drawing Title:

© 2022 The Cannon Corporation.

T h e C a n n o n C o rp o ra ti o n

A ll ri g h ts r e s e rv e d N o p a rt o f th is d o c u m e n t m a y b e r e p ro d u c e d o r u ti liz e d i n a n y f o rm w it h o u t p ri o r w ri tt e n a u th o ri z a ti o n b y T h e C a n n o n C o rp o ra ti o n

GMU 181082; CD 006193.03

Rev. Description Date www.cannondesign.com

A

1 2 3 4 5 6

B

C

D

E

RATHSKELLAR DINING

SPACE RENOVATION

PROJECT

4469 Aquia Creek Ln Fairfax, VA

KEY PLAN

Project North VA State Grid North

WORKING DRAWINGS 04 AUG 2023

/2 /2

:0

:5

P M

PD0201

LEVEL 01 - DOMESTIC

WATER FLOOR PLAN

DK

1/4" = 1'-0"

LEVEL 01 DOMESTIC WATER DEMOLITION PLAN

1560 Wilson Blvd. Suite 200

P: 703.907.2300

F: 703.907.2050

Arlington, VA 22209

1. DISCONNECT AND REMOVE EXISTING FIXTURE & ASSOCIATED CW, HW & HWR PIPING IN ITS

ENTIRETY.

2. DISCONNECT & REMOVE EXISTING 3/4" CW, HW & HWR PIPING TO POINT INDICATED ABOVE

CEILING. CAP OR PREPARE PIPING FOR NEW CONNECTION AS REQUIRED.

3. DISCONNECT & REMOVE EX 1/2" CW & HW PIPING TO POINT INDICATED ABOVE CEILING. CAP

OR PREPARE PIPING FOR NEW CONNECTION AS REQUIRED.

4. EXISTING CW, HW & HWR PIPING CONTINUE TO EXISTING DOMESTIC WATER SYSTEM.

5. EXISTING CW & HW PIPING CONTINUES TO EXISTING DOMESTIC WATER SYSTEM.

6. DISCONNECT AND REMOVE PIPING TO POINT INDICATED AND CAP.

7. EXISTING TO REMAIN MOP BASIN (MB).

KEYED NOTES

1 WORKING DRAWINGS R1 13 SEP 2023

OUBO Review Stamp

Date = 12/11/2023

C

LOUVER

ROOM NAME

AND NUMBER 1125

ROOM NAME

ROOM NUMBER

SHEET…