B08_SOL_Attach_C_CAD_Full_Set_0001.pdf

ARCHITECT:

OTJ ARCHITECTS

580 WATER ST SW, SUITE 300

WASHINGTON, DC 20024

P: 202.621.1000

MEP ENGINEER:

P R

O

JE

C T

N U

M B

E R

/N A

M E

ISSUED FOR:

Date of Submission:

I am responsible for determining that the architectural designs included in this application are in compliance with all laws and regulations of the District of Columbia. I have personally prepared, or directly supervised the development of, the architectural designs included in this application.

01/04/24

PERMIT & PRICING

NATIONAL INDIAN GAMING

COMMISSION

550 12TH ST, SW

WASHINGTON, DC 20024

NIGC - 9TH FLOOR

INTERIOR RENOVATION

GHT LIMITED CONSULTING ENGINEERS

.0

N

IG

C

T H

F L O

O R

1110 NORTH GLEBE RD., Ste 300

ARLINGTON, VA 22201

P: 703.243.1200

CONTACT: TONY MARTIN

DN UP

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WASHINGTON DC

Name of Jurisdiction: WASHINGTON, DISTRICT OF COLUMBIA

Project Name: NIGC 9TH FLOOR

Building: 2017 DC CONSTRUCTION CODE SUPPLEMENT (DCMR 12A)

2015 INTERNATIONAL BUILDING CODE

2015 DC GREEN CONSTRUCTION CODE (DCMR 12-K)

2015 DC EXISTING BUILDING CODE (DCMR 12-J)

(PRESCRIPTIVE COMPLIANCE METHOD)

Sustainability: 2017 DC GREEN CONSTRUCTION CODE (DCMR 12-K)

2012 INTERNATIONAL GREEN BUILDING CODE

Electrical: 2017 DC ELECTRICAL CODE (DCMR 12-C)

2017 DC ENERGY CONSERVATION CODE (DCMR 12-I)

2013 - ANSI/ASHRAE/IES STANDARD 90.1

2014 NEC - NATIONAL ELECTRICAL CODE

Mechanical: 2017 DC MECHANICAL CODE (DCMR 12-E)

2015 INTERNATIONAL MECHANICAL CODE

Plumbing: 2017 DC PLUMBING CODE (DCMR 12-F)

2015 INTERNATIONAL PLUMBING CODE

Fire: 2017 DC FIRE CODE (DCMR 12-H)

2015 INTERNATIONAL FIRE CODE

Accessibility: 2017 DC CONSTRUCTION CODE (CHAPTER 11 OF DCMR 12-A)

2015 INTERNATIONAL BUILDING CODE

2009 ICC A117.1 - ACCESSIBLE AND USABLE BLDG & FACILITIES

Scope of Work: INTERIOR RENOVATION OF EXISTING TENANT SUITE TO INCLUDE

MEP RELATED MODIFICATIONS. (APPROXIMATELY 15,072 SF )

Building Information:

Use Group of Building: B

Use Group of Tenant: B

Type of Construction (Building): IB

Type of Construction (Tenant): IB

Fire Resistance Rating Requirements: Based Upon the 2017 DC Building Code (2015 IBC) Table 601

Structural Frame:

(Including Columns, Girders, Trusses) 2 HR

Bearing Walls:

Exterior: 2 HR

Interior: 2 HR

Non-Bearing Walls:

Exterior: 1 HR

Interior: 0 HR

Floor Construction :

(Including Supporting Beams & Joists) 2 HR

Roof Construction :

(Including Supporting Beams & Joists) 1.5 HR

High Rise: YES

Height of Stories: 11 STORIES

Building Sprinkler: FULLY SPRINKLERED? YES

Floor Location: 9TH FLOOR

Covered Mall: NO

A1.01

A101

A1.01

1t

101 DOOR TAG

WINDOW TAG

REVISION TAGROOM NAME AND

NUMBER TAG

DETAIL MARK

ELEVATION

SYMBOLS

SECTION MARK

NEW DOOR AND FRAME

NEW LIGHT FIXTURE,

LETTER INDICATES FIXTURE

TYPE

EXISTING LIGHT FIXTURE TO

BE REMOVED

NEW GWB CEILING

EXISTING GWB CEILING

EXISTING CEILING GRID

SYSTEM TO BE REMOVED

EXISTING CEILING GRID

SYSTEM TO REMAIN

ELEVATION MARK

ALIGN

WALL TYPE TAG

FINISH TYPE

TAG

PLAN NOTE

EXISTING DOOR AND

FRAME TO REMAIN

DEMOLISHED/RELOCATED DOOR

AND FRAME

NEW MOVABLE PARTITION. REFER

TO PARTITION TYPES SHEET FOR

ADDITIONAL INFORMATION.

NEW PARTITIONS, REFER TO

PARTITION TYPES SHEET A0.2 FOR

ADDITIONAL INFORMATION

EXISTING PARTITION TO

REMAIN

DEMOLISHED

PARTITION

NEW MILLWORK BASE FOR

FULL HEIGHT CABINETS

NEW MILLWORK SHELVING

OR UPPER CABINETS

DEMOLISHED MILLWORK

DEVICE OR EQUIPMENT.

OTHER DEVICES SHOWN

SIMILARLY

EXISTING DEVICES TO REMAIN.

OTHER DEVICES SHOWN

SIMILARLY.

EXISTING DEVICES TO BE

DEMOLISHED. OTHER DEVICES

SHOWN SIMILARLY.

1i

P

WD1

1 Ref

R e f

1 Ref

R e f

C1

XX

ROOM NAME

DD

SUBFLR SUBFLOOR

SUSP SUSPENSION

SYM SYMMETRY(ICAL)

TB TACKBOARD

TEL TELEPHONE

TV TELEVISION

TPT TEXTURES PAINT

THK THICK(NESS)

THHD THRESHOLD

THRU THROUGH

TBD TO BE DETERMINED

T&G TONGUE & GROOVE

T&B TOP & BOTTOM

TOC TOP OF CURB

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

T TREAD

TRT TREAT(ED)

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UNFIN UNFINISHED

UH UNIT HEATER

UNO/UO

N

UNLESS OTHERWISE NOTED

VAC VACUUM

VR VAPOR RETARDER

VIF VERIFY IN FIELD

VERT VERTICAL

VEST VESTIBULE

V VINYL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VT VINYL TILE

VWB VINYL WALL BASE

VWC VINYL WALL COVERING

WSCT WAINSCOT

WC WATER CLOSET

WH WATER HEATER

WR WATER RESISTANT

WP WATERPROOFING

WT WEIGHT

W WEST

WDW WINDOW

WGL WIRE GLASS

W/ WITH

W/O WITHOUT

WB WOOD BASE

WD WOOD BASE

WPT WORKING POINT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PC PRECAST

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREP PREPARE

PROJ PROJECT

QTY QUANTITY

QT QUARRY TILE

RAD RADIUS

RL RAIN LEADER

RECP RECEPTACLE

REF REFERENCE

REFG REFRIGERATOR

REINF REINFORCE(D)(ING)

REQD REQUIRED

REQMT REQUIREMENT

RES RESILIENT

RET RETURN

RA RETURN AIR

RH RIGHT HAND

R/W RIGHT OF WAY

R RISER

RTU ROOFTOP UNIT

RM ROOM

RO ROUGH OPENING

RB RUBBER BASE

RT RUBBER TILE

SAN SANITARY

SCH SCHEDULE

SHTH SHEATHING

SHT SHEET

SHLVG SHELVING

SC SOLID CORE

SCWD SOLID CORE WOOD DOOR

SAB SOUND ATTENUATION

BLANKET

STC SOUND TRANSMISSION

COEFFICIENT

S SOUTH

SPEC SPECIFICATION

SOF SPRAY FIREPROOFING

SPR SPRINKLER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STOR STORAGE

SD STORM DRAIN

ST STREET

STRUCT STRUCTURAL

LAV LAVATORY

LH LEFT HAND

LT LIGHT

LW LIGHTWEIGHT

LF LINEAR FEET (FOOT)

LKR LOCKER

LVR LOUVER

LBS POUNDS

MACH MACHINE

MFR MANUFACTURER

MB MARKERBOARD

MO MASONRY OPENING

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MTL METAL

M METER(S)

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MLDG MOULDING

MT MOUNT

MTD MOUNTED

MTG MOUNTING

MUL MULLION

NRC NOISE REDUCTION

COEFFICIENT

NOM NOMINAL

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OD OUTSIDE DIAMETER

OH OVERHEAD

PNT PAINT

PR PAIR

PNL PANEL

PTN PARTITION

PERF PERFORATE(D)

PERM PERIMETER

PLAS PLASTER

PLAM PLASTIC LAMINATE

PL PLATE

PLUMB PLUMBING

PLYWD PLYWOOD

PVC POLYVINYL CHLORIDE

FLR FLOOR

FD FLOOR DRAIN

FLUR FLUORESCENT

FT FOOT, FEET

FTG FOOTING

FND FOUNDATION

FRMG FRAMING

FURN FURNITURE

FURR FURRING

GAL GALLON

GALV GALVANIZED

GS GALVANIZED STEEL

G GAS

GA GAUGE

GEN GENERAL

GC GENERAL CONTRACTOR

GL GLASS

GWT GLAZED WALL TILE

GB GRAB BAR

GR GRADE

GFI GROUND FAULT CIRC.

INTERRUP.

GYP GYPSUM

HBD HARDBOARD

HDWR HARDWARE

HDWD HARDWOOD

HDR HEADER

HTR HEATER

HVAC HEATING, VENTILATING, AIR

CONDITIONING

HT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HW HOT WATER

HR HOUR

IN INCH

INCL INCLUDE

INFO INFORMATION

ID INSIDE DIAMETER

INST INSTALL(ATION)

INSUL INSULATE(ION)

INT INTERIOR

JAN JANITOR

JT JOINT

JST JOIST

JCT JUNCTION

JB JUNCTION BOX

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

DP DAMPPROOFING

DEMO DEMOLISH, DEMOLITION

DMT DEMOUNTABLE

DEPT DEPARTMENT

DTL DETAIL

DIAG DIAGONAL

DIAM DIAMETER

DIM DIMENSION

DIV DIVISION

DR DOOR

DG DOOR GRILLE

DBL DOUBLE

DN DOWN

DT DRAIN TILE

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

DW DRYWALL

EA EACH

E EAST

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

EPBD ELECTRICAL PANELBOARD

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EXH EXHAUST

EF EXHAUST FAN

EXIST EXISTING

ETR EXISTING TO REMAIN

EXP EXPANSION

EJ EXPANSION JOINT

EXP C EXPOSED CONSTRUCTION

EXT EXTERIOR

FB FACE BRICK

FGL FIBERGLASS

FIN FINISH(ED)

FF FINISHED FLOOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FHVC FIRE HOSE VALVE CABINET

FH FIRE HYDRANT

FR FIRE RATED

FRT FIRE RETARDANT TREATED

FVC FIRE VALVE CABINET

FIX FIXTURE

FLSHG FLASHING

ABV ABOVE

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

AWP ACOUSTICAL WALL PANEL

ADJ ADJUSTABLE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AB ANCHOR BOLT

< ANGLE

APPR APPROXIMATE

ARCH ARCHITECT(URAL)

ASB ASBESTOS

@ AT

ATTEN ATTENUATION

AUTO AUTOMATIC

AVG AVERAGE

BSMT BASEMENT

BM BENCH MARK

BTWN BETWEEN

BLK BLOCK

BLKG BLOCKING

BD BOARD

BOT BOTTOM

BRK BRICK

BLDG BUILDING

BBD BULLETIN BOARD

CAB CABINET

C CARPET

CTL CARPET TILES

CI CAST IRON

CLG CEILING

CL CENTERLINE

CT CERAMIC TILE

CBD CHALKBOARD

CLR CLEAR

CCTV CLOSED CIRCUIT TELEVISION

CLOS CLOSET

CW COLD WATER

COL COLUMN

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCT(ION)

CONT CONTINUOUS

CONTR CONTRACT(OR)

CJ CONTROL JOINT

CG CORNER GUARD

CORR CORRIDOR

CNTR COUNTER

CFM CUBIC FEET PER MINUTE

ABBREVIATIONS DRAWING INDEX BUILDING CODE & FIRE ANALYSIS

COMMON SYMBOLS

KEY PLAN: SCALE (1/16" = 1'-0")

SHEET

NUMBER SHEET NAME

50% CD

SET

95% CD

SET

100% CD

SET

PERMIT &

PRICING

SPECIFICATIONS

SPEC SPECIFICATION BOOK X

ARCHITECTURAL

0 COVER X X X X

A000 DRAWING INDEX, COMMON SYMBOLS

AND KEYPLAN

X X X X

A001 CODE AND EGRESS X X X

A002 DOORS, WALLS, DETAILS, &

SCHEDULES

X X X X

A109 DEMOLITION PLAN X X X X

A110 DEMOLITION RCP PLAN X X X X

A209 CONSTRUCTION PLAN X X X X

A309 POWER & SIGNAL PLAN X X X X

A409 REFLECTED CEILING PLAN X X X X

A509 FINISH PLAN X X X X

A700 ELEVATIONS X X X X

A701 ELEVATIONS X X X

A800 DETAILS X X X

AG00 DC GREEN CODE X X X X

MECHANICAL

M001 MECHANICAL COVER SHEET X X X X

M109 MECHANICAL 9TH FLOOR

DEMOLITION PLAN

X X X X

M209 MECHANICAL 9TH FLOOR NEW WORK

PLAN

X X X X

M501 DETAIL SHEET X X X

M601 SCHEDULE SHEET X X X

PLUMBING

P001 PLUMBING COVER SHEET X X X X

P209 PLUMBING9TH FLOOR NEW WORK

PLAN

X X X X

P501 PLUMBING DETAIL & RISER SHEET X X X X

ELECTRICAL

E001 ELECTRICAL COVER SHEET X X X X

E109 ELECTRICAL 9TH FLOOR LIGHTING

PLAN

X X X X

E209 ELECTRICAL 9TH FLOOR POWER PLAN X X X X

E309 ELECTRICAL 9TH FLOOR HVAC

POWER PLAN

X X X X

E501 ELECTRICAL DETAIL SHEET X X X X

E601 ELECTRICAL RISER DIAGRAM &

SCHEDULE

X X X X

FIRE PROTECTION

F001 FIRE ALARM COVER SHEET X X X X

F109 FIRE ALARM 9TH FLOOR PLAN X X X X

FILE INFORMATION

SHEET NAME

MEP CONSULTANT:

ISSUES

SEAL / SIGNATURE

CLIENT

CONSULTANTS

© 2022 OTJ Architects, Inc.

Project No:

Drawn By:

Checked By:

DESCRIPTION

REVISION

NUMBER DATE

SCALE

Project Phase:

I am responsible for determining that the architectural designs included in this application are in compliance with all laws an regulations of the

District of Columbia. I have pemvrsonally prepared, or directly supervised the development of, the architectural designs include in this application.

580 WATER ST SW, SUITE 300

WASHINGTON, DC 20024

P: 202.621.1000

As indicated

BIM 360://Studio 2 - Test Fits - R20/S02_11728.00_550 12th St, SW_NIGC_ 9th Floor_R20.rvt

NATIONAL INDIAN GAMING COMMISSION

550 12TH ST, SW

WASHINGTON, DC 20024

A000

DRAWING INDEX,

COMMON SYMBOLS

AND KEYPLAN

1110 NORTH GLEBE RD., Ste 300

GHT LIMITED CONSULTING

ENGINEERS

NIGC - 9TH FLOOR

11728.00

JM

MSC

ARLINGTON, VA 22201

P: 703.243.1200

50% DID REVIEW 1 7/27/23

100% DID REVIEW 2 8/22/23

50% CD SET 3 9/27/23

95% CD SET 4 10/26/23

100% CD SET 6 11/20/23

PERMIT & PRICING 7 01/04/24

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09 FLOOR

OCCUPANCY LOAD CALCULATIONS:

Based Upon Table 1004.1.2 - 2015 IBC

Floor Area of Tenant Space: Square Footage

Total Floor Area: 09 FLOOR 39,357 GSF

Vertical Penetration: 09 FLOOR 1,179 USF

Mechanical/Electrical: 09 FLOOR 1,220 USF

Total Floor Usable Space: 09 FLOOR 36,958 USF

Total Usable Tenant Space: 09 FLOOR 15,072 USF

Occupant Load

USF / RATIO TOTAL OCCUPANCY

BUSINESS AREAS - GROSS: 13,449 100 135

ASSEMBLY AREAS (TABLE & CHAIRS) - NET: 1,213 15 81

ASSEMBLY AREAS (CHAIRS) - NET: - 7 0

STORAGE - GROSS: 410 300 2

EDUCATIONAL - CLASSROOM - NET: - 20 0

TOTAL TENANT OCCUPANCY 218

NIC/SHELL SPACE - GROSS: 21,886 100 219

TOTAL FLOOR OCCUPANCY = 437

09 FLOOR

EGRESS WIDTH PER OCCUPANT CALCULATIONS - FULL FLOOR

Based Upon Table 1005.3.1 & 1005.3.2 - 2015 IBC

STAIR DOOR WIDTH STAIR WIDTH

INCHES / RATIO INCHES / RATIO

EXIT #1 34 0.15 227 STAIR 1: 44 0.2 220

EXIT #2 34 0.15 227 STAIR 2: 44 0.2 220

EXIT #3 0 0.15 0 STAIR 3: 0 0.2 0

EXIT #4 0 0.15 0 STAIR 4: 0 0.2 0

TOTAL ALLOWED = 454 TOTAL ALLOWED = 440

THE LESSER NUMBER SHALL APPLY.

MINIMUM NUMBER OF PLUMBING FIXTURES - TABLE 2902.1

TYPE OF OCCUPANCY

OCCUPANT

LOAD

WATER CLOSETS *(URINAL SEE

SECTION 419.2) LAVATORIES

***DRINKING

FOUNTAINS

MALE FEMALE MALE FEMALE

BUSINESS 354 4.540 4.540 3.213 3.213 3.540

1 PER 25 FOR THE FIRST 50; 1 PER

50 THEREAFTER

1 PER 40FOR THE FIRST

80; 1 PER 80

THEREAFTER

1 PER 100

ASSEMBLY 81 0.324 0.623 0.203 0.203 0.1620

1 PER 125 1 PER 65 1 PER 200 1 PER 500

ASSEMBLY (A-4) 0 0.000 0.000 0.000 0.000 0.0000

1 PER 125 1 PER 65 1 PER 200 1 PER 500

STORAGE 2 0.010 0.010 0.010 0.010 0.002

1 PER 100 1 PER 100 1 PER 1000

EDUCATIONAL 0 0.000 0.000 0.000 0.000 0.000

1 PER 50 1 PER 50 1 PER 100

MERCANTILE 0 0.000 0.000 0.000 0.000 0.000

1 PER 500 1 PER 750 1 PER 1000

INSTITUTIONAL 0 0.000 0.000 0.000 0.000 0.000

1 PER 15 1 PER 15 1 PER 100

TOTAL REQUIRED 4.874 5.173 3.425 3.425 3.704

TOTAL PROVIDED 9 9 6 6 4***

*NOTE: MALE WC COUNT REDUCE/MODIFIED BY URINAL COUNT (REPLACING NO MORE THAN 1/2 OF REQUIRED

WC) PER 2015 IPC, SECTION 419.2

**FOR ADDITIONAL TOILET REQUIREMENTS , 2015 IPC 403.3.3 ALLOWS FOR PUBLIC TOILET FACILITIES TO BE LOCATED NOT MORE THAN ONE STORY ABOVE OR BELOW AND SHALL NOT EXCEED A DISTANCE OF 500 FEET.

***NOTE: DRINKING FOUNTAINS CALCULATION INCLUDE FILTRATION UNITS TO BE ADDED TO THE TENANT SPACE

PER 2015 IPC, SECTION 410.3.

****NOTE: 2015 IEBC SECTION 810 - OCCUPANT LOAD OF THE STORY HAS NOT INCREASED BY MORE THAN 20%, PLUMBING FIXTURE COUNT IS NOT REQUIRED TO INCREASE.

DTE-1

POD-1

DTE-3

DTE-2

POD-2

POD-3

DTE-4

POD-4

SE-1

FEC-1

FEC-2

FEC-3

FEC-4

TENANT ANALYSIS

ASSEMBLY 1

BUSINESS

MECH/ELEC

NIC

STORAGE

VERTICAL PENETRATION

784 USF

VP

13287 USF

BUSINESS

275 USF

CONF

113 USF

ASSEMBLY

115 USF

ASSEMBLY

589 USF

CONF

121 USF

ASSEMBLY

163 USF

STOR 201 USF

STOR

34 USF

STOR

157 USF

STOR

18 USF

STOR

395 USF

VP

562 USF

MECH/ELEC

91 USF

MECH/ELEC

98 USF

MECH/ELEC

21886 USF

NIC 469 USF

MECH/ELEC

MAXIMUM TRAVEL DISTANCE TO POINT OF DECISION (COMMON PATH OF EGRESS TRAVEL)(2015 IBC/2017 DCMR 12A 1006.2.1)

(SPRINKLER - MAXIMUM 100'-0")(NON-SPRINKLER - MAX 75'-0")

MAXIMUM TRAVEL DISTANCE TO FIRE STAIRWELL DOOR (2015 IBC/2017 DCMR 12A 1017.2)

(SPRINKLER - MAXIMUM 300'-0")(NON-SPRINKLER - MAX. 200'-0")

REMOTENESS OF EGRESS DOORS (2015 IBC/2017 12 DCMR A 1007.1.1 EXEMPTION #2)

(SPRINKLER - 1/4 OF LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED) (NON-SPRINKLER -

1/2 OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED)

DEAD ENDS

(2015 IBC 1020.4, EXCEPTION #2) (SPRINKLER - SHALL NOT EXCEED 50'-0") (NON-SPRINKLER - SHALL NOT EXCEED 20'-0")

PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED PER (2015 IBC/SECTION 906 AND 2010 NFPA 10) (75'-0" RADIUS) PORTABLE FIRE EXTINGUISHERS - GROUP B & A3 - LIGHT (LOW) HAZARD, CLASS A HAZARDS (NFPA 10, 1.4.1) EXTINGUISHER - 2A MINIMUM RATED EXTINGUISHER, 1/3,000 SF MAXIMUM FLOOR AREA PER A UNIT, 11,250 SF MAXIMUM FLOOR AREA PER SINGLE UNIT, 75' MAX TRAVEL DISTANCE IBC 906.2 (1). PROVIDED EXTINGUISHER TYPE 4A: 10BC MULTIPURPOSE DRY-

CHEMICAL.

1.

2.

3.

4.

5.

PRIOR TO THE INSTALLATION OR RENOVATION OF THE PROJECT'S AUTOMATIC SPRINKLERS SYSTEM, THE GENERAL CONTRACTOR SHALL CONFIRM IF SPRINKLER SYSTEM HEADS ARE "QUICK RESPONSE". IF NOT, GENERAL CONTRACTOR SHALL INSTALL ARCHITECT APPROVED PORTABLE FIRE EXTINGUISHERS (OVAL BRAND) WHICH COMPLIES WITH THE 2017 DC

BUILDING CODE SECTION 906.

6.

GENERAL CONTRACTOR SHALL VERIFY THAT THE EXIT SIGNAGE LOCATED AT THE EXIT STAIRWAY, EXIT PASSAGE WAY & EXIT

DISCHARGE SHALL COMPLY WITH SECTION 1013.4 OF THE 2017 DC BUILDING CODE.

7.

GENERAL CONTRACTOR SHALL PROVIDE & INSTALL PORTABLE FIRE EXTINGUISHERS PER (2015 IBC/2017 DCMR SECTION

3309.1 AND SECTION 906) WHERE REQUIRED. STRUCTURES UNDER CONSTRUCTION, ALTERNATION OR DEMOLITION SHALL BE PROVIDED WITH NO FEWER THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION 906

AND SIZED FOR NOT LESS THAN ORDINARY HAZARD AS FOLLOWS:

A. AT EACH STAIRWAY ON ALL FLOORS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED;

B. IN EVERY STORAGE AND CONSTRUCTION SHED;

C. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE

STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.

8.

GENERAL CONTRACTOR SHALL PROVIDE & INSTALL RAISED CHARACTER AND BRAILLE EXIT SIGNS PER (2015 IBC/2017 DCMR 1013.4). A SIGN STATING EXIT IN VISUAL CHARACTERS, RAISED CHARACTERS, AND BRAILLE AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN

EXIT STAIRWAY OR RAMP, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE.

10.

PROVIDE & INSTALL OCCUPANT LOAD SIGNS POSTED IN ACCORDANCE WITH SECTION (ICC A117.1 AND IBC/DCMR SECTION 1004.3). ROOMS OR SPACES WHICH HAVE MULTIPLE USE CAPABILITY SHALL BE POSTED FOR THE OCCUPANT LOADS OF ALL SUCH USED. PER (2015 IBC/2017 DCMR 1004.3) POSTING OF OCCUPANT LOAD. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR OWNER'S AUTHORIZED AGENT.

9.

TENANT AREA ANALYSIS (SCALE: 1/16"=1'-0")

BUILDING CODE ANALYSIS / FIRE & LIFE SAFETY PLAN (SCALE: 1/16"=1'-0")

BUILDING CODE ANALYSIS

SCHEDULE - TRAVEL DISTANCE

Mark Path ID Travel Distance Type Comments Level

DISTANCE TO EXIT LINE

DTE-1 DISTANCE TO EXIT LINE 160' - 4" NOTE #2 11

DTE-2 DISTANCE TO EXIT LINE 232' - 4" NOTE #2 11

DTE-3 DISTANCE TO EXIT LINE 261' - 5 1/2" NOTE #2 11

DTE-4 DISTANCE TO EXIT LINE 211' - 6" NOTE #2 11

FIRE EXTINGUISHER CAB

FEC-1 FIRE EXTINGUISHER CAB 75' - 0" NOTE #5 11

FEC-2 FIRE EXTINGUISHER CAB 75' - 0" NOTE #5 11

FEC-3 FIRE EXTINGUISHER CAB 75' - 0" NOTE #5 11

FEC-4 FIRE EXTINGUISHER CAB 75' - 0" NOTE #5 11

POINT OF DECISION LINE

POD-1 POINT OF DECISION LINE 25' - 11" NOTE #1 11

POD-2 POINT OF DECISION LINE 51' - 10 1/2" NOTE #1 11

POD-3 POINT OF DECISION LINE 62' - 9" NOTE #1 11

POD-4 POINT OF DECISION LINE 24' - 3 1/2" NOTE #1 11

SEPARATION OF EXIT

SE-1 SEPARATION OF EXIT 16' - 7" NOTE #3 11

FILE INFORMATION

SHEET NAME

MEP CONSULTANT:

ISSUES

SEAL / SIGNATURE

CLIENT

CONSULTANTS

© 2022 OTJ Architects, Inc.

Project No:

Drawn By:

Checked By:

DESCRIPTION

REVISION

NUMBER DATE

SCALE

Project Phase:

I am responsible for determining that the architectural designs included in this application are in compliance with all laws an regulations of the

District of Columbia. I have pemvrsonally prepared, or directly supervised the development of, the architectural designs include in this application.

580 WATER ST SW, SUITE 300

WASHINGTON, DC 20024

P: 202.621.1000

As indicated

BIM 360://Studio 2 - Test Fits - R20/S02_11728.00_550 12th St, SW_NIGC_ 9th Floor_R20.rvt

NATIONAL INDIAN GAMING COMMISSION

550 12TH ST, SW

WASHINGTON, DC 20024

A001

CODE AND EGRESS

1110 NORTH GLEBE RD., Ste 300

GHT LIMITED CONSULTING

ENGINEERS

NIGC - 9TH FLOOR

11728.00

JM

MSC

ARLINGTON, VA 22201

P: 703.243.1200

95% CD SET 4 10/26/23

THERMOSTAT

LIGHT SWITCH & PUSH BUTTON

STROBE & SECURITY OUTLET BOXES

(MEASURE TO BOTTOM OF FIXTURE)

ALIGN

ELECTRICAL OUTLET

TELEPHONE / DATA OUTLETNOTES:

• STROBES, LIGHT SWITCHES, AND ETC. DEVICES TO ALIGN AS SHOWN.

• ALL ADJACENT DEVICES TO BE GANGED UNDER THE SAME COVER PLATE WHENEVER FEASIBLE.

• GENERAL CONTRACTOR SHALL BE REQUIRED TO RELOCATE ITEMS AT NO ADDITIONAL COST TO TENANT, ARCHITECT OR BUILDING OWNER

• ALL DEVICES AND COVER PLATES TO BE WHITE UNLESS NOTED OTHERWISE. COVER PLATES

FOR ALL DEVICES MOUNTED IN MILLWORK, TILE, OR OTHER SPECIALTY FINISHES TO BE

STAINLESS OR ALUMINUM. SEE ARCHITECTURAL AND MEP PLANS FOR FURTHER INFORMATION.

• MOUNT COAT HOOK ON WALL WHERE GLASS LITES IN DOORS PROHIBIT INSTALLATION OF COAT HOOKS

ON DOOR. LOCATE COAT HOOK IN FIELD WITH ARCHITECT.

CO2 SENSORS

CARD READER

O R

B

U

IL

D

IN

G S

T A

N D

A R

D

COAT HOOK

6"

'-6

'-0

A F

F A

T N

O O

R F

U L

L

B A

C K

S P

L A

S H

U

N O

'-2

T Y

P

'-6

A

F F

T Y

P

(F O

R A

C C

/A N

S I

A F

F

EQ EQ

'-8

A F

F A

T

B

A C

K S

P L A

S H

LIMITING HEIGHT:

5 PSF LATERAL LOAD

L/240 MAX DEFLECTION

STUD GAUGE 24" O.C. 16" O.C.

(25GA)

(20GA)

11'-8"

12'-6"

13'-4"

14'-4"

1A

1B

1C

1D

1E

STUD SIZE

1-5/8"

2-1/2"

3-5/8"

4"

6"

SLAB TO SLAB PARTITION

13'-7"

14'-8"

15'-6"

16'-9"

14'-4"

16'-0"

16'-4"

18'-4"

19'-2"

21'-0"

21'-11"

24'-0"

FIRE RATING

ACOUSTIC

PROPERTIES

STC INSUL THK

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

CUT STUDS 1/2" SHORT OF TOP

RUNNER TO ALLOW FOR DEFLECTION,

DO NOT FASTEN GYP. BD. TO RUNNER

CONT ACOUSTICAL

SEALANT

1-1/2"

1-1/2"

3"

3"

3"

3"

3"

3"

- (25GA)

(20GA)

11'-8"

12'-6"

13'-4"

14'-4"

2A

2B

2C

2D

2E

1-5/8"

2-1/2"

3-5/8"

4"

6"

GRID BREAK

13'-7"

14'-8"

15'-6"

16'-9"

14'-4"

16'-0"

16'-4"

18'-4"

19'-2"

21'-0"

21'-11"

24'-0"

STC INSUL THK

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

1-1/2"

1-1/2"

3"

3"

3"

3"

3"

3"

(25GA)

(20GA)

3A

3B

3C

3D

3E

1-5/8"

2-1/2"

3-5/8"

4"

FURRED OUT PARTITION

STC INSUL THK

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

-7/8" HAT

CHANNEL

(25GA)

(20GA)

11'-8"

12'-6"

13'-4"

14'-4"

4A

4B

4C

4D

4E

1-5/8"

2-1/2"

3-5/8"

4"

6"

SLAB TO SLAB PARTITION

13'-7"

14'-8"

15'-6"

16'-9"

14'-4"

16'-0"

16'-4"

18'-4"

19'-2"

21'-0"

21'-11"

24'-0"

STC INSUL THK

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

1-1/2"

1-1/2"

3"

3"

3"

3"

3"

3"

-(25GA)

(20GA)

11'-8"

12'-6"

13'-4"

14'-4"

5A

5B

5C

5D

5E

1-5/8"

2-1/2"

3-5/8"

4"

6"

SLAB TO CEILING

13'-7"

14'-8"

15'-6"

16'-9"

14'-4"

16'-0"

16'-4"

18'-4"

19'-2"

21'-0"

21'-11"

24'-0"

STC INSUL THK

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

(25GA)

(20GA)

1-1/2"

1-1/2"

3"

3"

3"

3"

3"

3"

ACOUSTIC

PROPERTIES

ACOUSTIC

PROPERTIES

ACOUSTIC

PROPERTIES

ACOUSTIC

PROPERTIES

SLAB TO SLAB PARTITION ACOUSTIC

PROPERTIES

STC INSUL THK

6B 14'-4"

16'-0"

16'-4"

18'-4"

(25GA)

(20GA)

F L

O O

R P

L A

N C

E

IL

IN

G

P L

E N

U M

LINE OF FLOOR

SLAB.

SCHEDULED CEILING

SEE RCP.

LINE OF STRUCTURE

ABOVE, CONCRETE SLAB

OR STEEL DECK.

ACOUSTICAL CAULK AT

SLAB/WALL JOINT, BOTH SIDES.

TOP TRACK.

GYPSUM WALL BOARD.

METAL STUD.

MINERAL WOOL BATT

INSULATION

SEE

SCHEDULE

CONT ACOUSTICAL

SEALANT

F L

O O

R P

L A

N C

E

IL

IN

G

P L

E N

U M

LINE OF FLOOR

SLAB.

SCHEDULED CEILING

SEE RCP.

LINE OF STRUCTURE

ABOVE, CONCRETE SLAB

OR STEEL DECK.

ACOUSTICAL CAULK AT

SLAB/WALL JOINT, BOTH SIDES.

TOP TRACK.

GYPSUM WALL BOARD.

METAL STUD.

MINERAL WOOL BATT

INSULATION

SEE

SCHEDULE

CUT STUDS 1/2" SHORT OF TOP

RUNNER TO ALLOW FOR DEFLECTION.

CONT ACOUSTICAL

SEALANT

F L

O O

R P

L A

N C

E

IL

IN

G

P L

E N

U M

LINE OF FLOOR

SLAB.

SCHEDULED CEILING

SEE RCP.

LINE OF STRUCTURE

ABOVE, CONCRETE SLAB

OR STEEL DECK.

ACOUSTICAL CAULK AT

SLAB/WALL JOINT, BOTH

SIDES.

TOP TRACK.

GYPSUM WALL BOARD.

METAL STUD.

MINERAL WOOL BATT

INSULATION

SEE

SCHEDULE

LINE OF STRUCTURE

ABOVE, CONCRETE SLAB.

GYPSUM WALL BOARD,

QUANTITY OF LAYERS AS

SCHEDULED

METAL STUD.

FLOOR TRACK.

LINE OF STRUCTURE

COLUMN OR WALL.

TOP TRACK.

F L

O O

R P

L A

N C

E

IL

IN

G

P L

E N

U M

LINE OF FLOOR

SLAB.

SEE

SCHEDULE

SCHEDULED CEILING SEE RCP.

CLEAR SILICONE

JOINT

WD. BLOCKING TYP.

1/2" TEMPERED GLAZING

SATIN METAL FINISH

ALUMINUM GLAZING RAIL

RECESSED IN DRYWALL TYP.

F L

O O

R P

L A

N C

E

IL

IN

G

P L

E N

U M

LINE OF STRUCTURE ABOVE,

CONCRETE SLAB OR STEEL

DECK.ACOUSTICAL CAULK AT

SLAB/WALL JOINT, BOTHSIDES.

TOP TRACK.

SEE

SCHEDULE

CONT ACOUSTICAL

SEALANT

6C 14'-4"

16'-0"

16'-4"

18'-4"

(25GA)

(20GA)

6D 4" 14'-4"

16'-0"

16'-4"

18'-4"

(25GA)

(20GA)

3-5/8"

2-1/2"

CUT STUDS 1/2" SHORT OF

TOP RUNNER TO ALLOW

FOR DEFLECTION.

SCHEDULED CEILING SEE RCP.

CUT STUDS 1/2" SHORT OF TOP

RUNNER TO ALLOW FOR DEFLECTION,

DO NOT FASTEN GYP. BD. TO RUNNER

CONT ACOUSTICAL

SEALANT

F L

O O

R P

L A

N C

E

IL

IN

G

P L

E N

U M

LINE OF FLOOR

SLAB.

SCHEDULED CEILING

SEE RCP.

LINE OF STRUCTURE

ABOVE, CONCRETE SLAB

OR STEEL DECK.

ACOUSTICAL CAULK AT

SLAB/WALL JOINT, BOTH

SIDES.

TOP TRACK.

(2) GYPSUM WALL

BOARD.

METAL STUD.

MINERAL WOOL BATT

INSULATION

SEE

SCHEDULE

GWB

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

5/8"

NOTE: SHADED WALL TYPES NOT USED IN PROJECT

LIMITING HEIGHT:

5 PSF LATERAL LOAD

L/240 MAX DEFLECTION

STUD GAUGE 24" O.C. 16" O.C.STUD SIZE GWB

LIMITING HEIGHT:

5 PSF LATERAL LOAD

L/240 MAX DEFLECTION

STUD GAUGE 24" O.C. 16" O.C.STUD SIZE GWB

LIMITING HEIGHT:

5 PSF LATERAL LOAD

L/240 MAX DEFLECTION

STUD GAUGE 24" O.C. 16" O.C.STUD SIZE GWB

LIMITING HEIGHT:

5 PSF LATERAL LOAD

L/240 MAX DEFLECTION

STUD GAUGE 24" O.C. 16" O.C.STUD SIZE GWB

LIMITING HEIGHT:

5 PSF LATERAL LOAD

L/240 MAX DEFLECTION

STUD GAUGE 24" O.C. 16" O.C.STUD SIZE GWBFIRE RATING FIRE RATING FIRE RATING FIRE RATING FIRE RATING

RESILIENT, SDT OR

VINYL FLOORING

CARPET

DOOR FRAMETRANSITION PROFILE: SCHLUTER

SCHIENE SERIES W/ SATIN

ANODIZED ALUMINUM FINISH.

PROVIDE PROFILE/SIZE

APPROPRIATE TO

MATERIALS INSTALLED.

/2

T

Y P

DOOR AS

SPECIFIED, WHERE

OCCURS

DOOR FRAME

DOOR AS SPECIFIED,

WHERE OCCURS

CARPET

/2

T

Y P

PAINTED

HOLLOW METAL

FRAME

SOLID CORE

WOOD DOOR

SOLID CORE

WOOD DOOR

JAMB ANCHOR

PAINTED

HOLLOW METAL

FRAME

MTL STUD FRAMING

WD BLOCKING

CONCEALED CLOSER

CEILING FLUSH HEAD

TRIM

HARDWARE RAIL BEYOND

METAL HEADER STOP

WITH DOOR SILENCER

1/2" THICK TEMPERED

GLASS DOOR

EDGE OF CASED

OPENING

PATCH HARDWARE

BEYOND

1/2" THICK TEMPERED

GLASS DOOR

EDGE OF CASED

OPENING

SCHEDULED DOOR PULLS

1/2" THICK TEMPERED

GLASS DOOR

1/8" CLEAR

SCHEDULED

PARTITION

A S

S C

H E

D

EQ. EQ.

DOOR TYPE D4

AS SCHED.

DOOR TYPE D1

AS SCHED.

A S

S C

H E

D

EQ. EQ.

DOOR TYPE D6

ARCHIVE

TEMPERED GLAZING (TYPICAL)

FULL TOP/BOTTOM RAIL PATCH PLATES

DOOR TYPE D5

AS SCHED.

DOOR TYPE D7

ARCHIVE

M

IN

M

IN

A S

S C

H E

D

DOOR TYPE D2

AS SCHED.

SL

3' - 0"

A S

S C

H E

D

DOOR TYPE D3

AS SCHED.

CASED

OPENING

FRAME AS SCHEDULED

THESE RELOCATED TEMPERED

GLASS DOORS ARE USED TO

PROTECT TENANT'S ARTIFACT

DISPLAYS AND ARE NOT FOR

DAILY USAGE.

SCHEDULE - DOORS

DOOR FRAME

HARDWARE

SET COMMENTS

DOOR

NUMBER ROOM NAME

SIZE

MATERIAL TYPE THRESHOLD FINISH MATERIAL FINISH

DETAIL

W H T HEAD JAMB

900 RECEPTION 6' - 0" 7' - 5" 1/2" GLASS D4 T2 CLEAR - - ETR ETR HW - 6 EXISTING TO REMAIN DOOR, NEW HARDWARE

901 EXECUTIVE CONF. ROOM 3' - 0" 7' - 5" 1/2" GLASS D5 T1 CLEAR - - H2 J3 HW - 7

902 OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 STAIN HM PAINT H1 J1 HW - 2

903 OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

904 OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

905 OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

906 OFFICE (CHIEF OFFICER) 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

907 OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

908 OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

909 OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

910 OFFICE (CHIEF OFFICER) 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

911 OFFICE (CHIEF OF STAFF) 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

912 OFFICE (CHIEF OF STAFF) 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

913 OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

914 GC OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

915 OGC EXEC. ADMIN 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

916 ASST. GC OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

917 ASST. GC OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

918 EXEC. ADMIN. OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

919 CHAIR OFFICE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

920 VICE CHAIR (COMMISSION) 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 2

921 COMMISSIONER (COMMISSION) 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 STAIN HM PAINT H1 J1 HW - 2

923 SMALL CONF ROOM 3' - 0" 7' - 5" 1/2" GLASS D5 T2 CLEAR - - H2 J3 HW - 7

924 COMM. COPY / STORAGE ROOM 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 STAIN HM PAINT H1 J1 HW - 8

925 WELLNESS ROOM 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 STAIN HM PAINT H1 J1 HW - 4

926 PHONE ROOM 3' - 0" 7' - 5" 1/2" GLASS D5 T1 CLEAR - - H2 J3 HW - 7

927A PA STORAGE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 STAIN HM PAINT H1 J1 HW - 8

928A MEDIA WORKROOM 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 1

928B MEDIA WORKROOM 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 STAIN HM PAINT H1 J1 HW - 1

930A STORAGE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 STAIN HM PAINT H1 J1 HW - 8

930B STORAGE 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 STAIN HM PAINT H1 J1 HW - 8

931A IT WORK ROOM 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 STAIN HM PAINT H1 J1 HW - 3

931B IT WORK ROOM 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 STAIN HM PAINT H1 J1 HW - 3

932A CASED OPENING 3' - 6" 1 3/4" - D3 T1 PAINT HM PAINT - - -

932B CASED OPENING 3' - 6" 1 3/4" - D3 T1 PAINT HM PAINT - - -

933 CASED OPENING 3' - 6" 1 3/4" - D3 T1 PAINT HM PAINT - - -

935 LAN ROOM 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 ETR ETR PAINT ETR ETR HW - 3 EXISTING TO REMAIN DOOR, NEW HARDWARE

936 FINGERPRINTING 3' - 0" 7' - 5" 1 3/4" SCWD D1 T2 ETR ETR PAINT ETR ETR HW - 1 EXISTING TO REMAIN DOOR, NEW HARDWARE

937 HOTELING (OGC) 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 ETR ETR PAINT ETR ETR HW - 3 EXISTING TO REMAIN DOOR, NEW HARDWARE

938 HOTELING (OGC) 3' - 0" 7' - 5" 1 3/4" SCWD D1 T1 ETR ETR PAINT ETR ETR HW - 3 EXISTING TO REMAIN DOOR, NEW HARDWARE

940A ARCHIVE 1 2' - 8 1/2" 7' - 6" 1/2" GLASS D6 - CLEAR - - ETR ETR ETR RELOCATED DOOR FROM TENANT SUITE, VENDOR TO INSTALL

940B ARCHIVE 1 2' - 8 1/2" 7' - 6" 1/2" GLASS D6 - CLEAR - - ETR ETR ETR RELOCATED DOOR FROM TENANT SUITE, VENDOR TO INSTALL

941A ARCHIVE 2 2' - 11 1/2" 7' - 7" 1/2" GLASS D7 - CLEAR - - ETR ETR ETR RELOCATED DOOR FROM TENANT SUITE, VENDOR TO INSTALL

941B ARCHIVE 2 2' - 11 1/2" 7' - 7" 1/2" GLASS D7 - CLEAR - - ETR ETR ETR RELOCATED DOOR FROM TENANT SUITE, VENDOR TO INSTALL

941C ARCHIVE 2 2' - 11 1/2" 7' - 7" 1/2" GLASS D7 - CLEAR - - ETR ETR ETR RELOCATED DOOR FROM TENANT SUITE, VENDOR TO INSTALL

942 CORRIDOR 3' - 0" 7' - 5" 1/2" GLASS D5 - CLEAR - - H2 J2 HW - 5

943 GIVE BACK AREA 3' - 0" 7' - 5" 1 3/4" SCWD D1 ETR ETR ETR ETR ETR ETR ETR EXISTING TO REMAIN DOOR

944 GIVE BACK AREA 3' - 0" 7' - 5" 1 3/4" SCWD D1 ETR ETR ETR ETR ETR ETR ETR EXISTING TO REMAIN DOOR

PARTITION TYPES

DOOR HARDWARE SETS

GENERAL NOTES - DOOR HARDWARE

1 ALL EGRESS DOORS WITH LOCKSETS SHALL COMPLY WITH ANSI 117.1 - 2009 SECT. 404, INCLUDING 404.2.6 AND 2017 DC CONSTRUCTION CODE 1010.1.9 AND SHALL BE MADE WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT IN

THE DIRECTION OF EGRESS.

2 ALL DOOR HARDWARE, CLOSERS, ETC., MUST MEET THE REQUIREMENTS OF 2017 DC CONSTRUCTION CODE SECTION

1010.1.9.4 MEANS OF EGRESS LOCKS AND LATCHES, SECTION 1010.1.2 AND 1010.1.3 REGARDING DOOR SWING AND

OPENING FORCE.

3 ALL DOOR HARDWARE FOR SENSOR RELEASE OF ELECTRICALLY LOCKED EGRESS DOORS SHALL COMPLY WITH THE

REQUIREMENTS OF 2017 DC CONSTRUCTION CODE SECTION 1010.1.9.8.

4 ALL ELECTROMAGNETICALLY LOCKED EGRESS DOORS SHALL COMPLY WITH THE REQUIREMENTS OF 2017 DC

CONSTRUCTION CODE SECTION 1010.1.9

5 ALL DOOR OPERATIONS FOR UNLATCHING SHALL COMPLY WITH 2017 DC CONSTRUCTION CODE 1010.1.9.5.

6 ALL DELAYED EGRESS DOOR HARDWARE SHALL COMPLY WITH THE REQUIREMENTS OF 2017 DC CONSTRUCTION CODE SECTION 1010.1.9.7. ELECTROMAGNETICALLY LOCKED EGRESS DOORS AND THE 2015 NFPA 101 SECTION SHOULD BE

7.2.1.5.6 ELECTRICALLY CONTROLLED EGRESS DOOR ASSEMBLIES

7 THE BUILDING KEYWAY IS TO BE VERIFIED WITH THE CHIEF BUILDING ENGINEER. ALL NEW AND EXISTING LOCKS ARE TO BE KEYED TO THE BUILDING MASTER. PROVIDE OTHER MASTER KEY SYSTEMS IN A QUANTITY TO BE DETERMINED WITH TENANT, BUILDING MANAGEMENT AND ARCHITECT. QUANTITIES OF EACH KEY TYPE TO BE DETERMINED WITH TENANT, BUILDING MANAGEMENT, AND ARCHITECT. COORDINATE ALL BITING AND PINNING WITH THE BUILDING MANAGEMENT.

8 ANY EXISTING RE-USED HARDWARE SHALL BE RE-KEYED TO MATCH THE REQUIREMENTS STATED BY THE BUILDING

MANAGEMENT, TENANT AND ARCHITECT.

9 ALL DOORS OPENING INTO COMMON, UNSECURED AREAS, AND ALL DOORS INSTALLED IN SECURE PARTITIONS, SHALL

HAVE NON-REMOVABLE PINS.

10 ALL DOORS OPENING INTO LAN, HVAC, OR OTHER ROOMS WITH NOISE-PRODUCING MECHANICAL OR ELECTRICAL EQUIPMENT TO HAVE CONTINUOUS RUBBER GASKET SEALS AROUND FULL EXTENT OF DOOR FRAME AND HEAD, AND A DROP-DOWN SOUND SEAL AND ASSOCIATED THRESHOLD, TO PREVENT NOISE TRANSMISSION INTO SURROUNDING AREAS.

11 DO NOT THRU BOLT SURFACE MOUNTED CLOSERS

12 ALL GLASS DOORS, GLASS SIDELITES, AND GLASS DOOR LITES TO USE TEMPERED SAFETY GLASS AS REQUIRED BY 2017 DC CONSTRUCTION CODE, CHAPTER 24, SECTIONS AND SUBSECTIONS OF 2406. ALL SAFETY GLAZING TO BE PERMANENTLY MARKED WITH THE MANUFACTURER'S DESIGNATION, THE MANUFACTURER OR INSTALLER, GLASS TYPE AND THICKNESS, AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES.

13 ALL WOOD BLOCKING SHALL BE FIRE-RETARDANT TREATED WOOD, U.N.O.

FILE INFORMATION

SHEET NAME

MEP CONSULTANT:

ISSUES

SEAL / SIGNATURE

CLIENT

CONSULTANTS

© 2022 OTJ Architects, Inc.

Project No:

Drawn By:

Checked By:

DESCRIPTION

REVISION

NUMBER DATE

SCALE

Project Phase:

I am responsible for determining that the architectural designs included in this application are in compliance with all laws an regulations of the

District of Columbia. I have pemvrsonally prepared, or directly supervised the development of, the architectural designs include in this application.

580 WATER ST SW, SUITE 300

WASHINGTON, DC 20024

P: 202.621.1000

As indicated

BIM 360://Studio 2 - Test Fits - R20/S02_11728.00_550 12th St, SW_NIGC_ 9th Floor_R20.rvt

NATIONAL INDIAN GAMING COMMISSION

550 12TH ST, SW

WASHINGTON, DC 20024

A002

DOORS, WALLS,

DETAILS, & SCHEDULES

1110 NORTH GLEBE RD., Ste 300

GHT LIMITED CONSULTING

ENGINEERS

NIGC - 9TH FLOOR

11728.00

JM

MSC

ARLINGTON, VA 22201

P: 703.243.1200

DOOR/FRAME TYPES

TRANSITION TYPES

100% DID REVIEW 2 8/22/23

50% CD SET 3 9/27/23

95% CD SET 4 10/26/23

100% CD SET 6 11/20/23

PERMIT & PRICING 7 01/04/24

3" = 1'-0"

T1 CARPET TO RESILIENT FLOOR TRANSITION

3" = 1'-0"

T2 CARPET TO CARPET FLOOR TRANSITION

3" = 1'-0"

H1 HOLLOW METAL FRAME AT HEAD

3" = 1'-0"

J1 HOLLOW METAL FRAME AT JAMB

DOOR FRAME DETAILS

3" = 1'-0"

H2 GLASS DOOR AT HEAD - SWINGING

3" = 1'-0"

J2 GLASS DOOR AT JAMB IN GYP WALL

3" = 1'-0"

J3 GLASS DOOR AT JAMB IN GLASS WALL

# DESCRIPTION CAT # FINISH MANUF

HW-5 - SINGLE GLASS DOOR WITH CARD READER

1 PAIR OF DOOR PULLS BACK TO BACK (SPEC)

1 CONCEALED CLOSER WITH NO HOLD OPEN

1 CARD READER (ROOM EXTERIOR)

1 EASI-RELEASE ELECTRONIC EGRESS MOTION

DETECTOR SWITCH @ CEILING

1 EMERGENCY ACTIVATOR RELEASE BUTTON

1 ELECTROMAGNETIC LOCK (ELECTRICALLY

UNLOCKED)(FAIL SECURE) FULL TOP & BOTTOM RAILS

1 PIVOT HINGE (TOP & BOTTOM)

1 HEADER STOP WITH SILENCERS

1 FLOOR MOUNTED DOOR STOP

HW-6 - DOUBLE GLASS DOOR WITH CARD READER

2 PAIR OF DOOR PULLS BACK TO BACK (SPEC)

2 CONCEALED CLOSER WITH NO HOLD OPEN

1 CARD READER (ROOM EXTERIOR)

1 EASI-RELEASE ELECTRONIC EGRESS MOTION

DETECTOR SWITCH @ CEILING

1 EMERGENCY ACTIVATOR RELEASE BUTTON

1 ELECTROMAGNETIC LOCK (ELECTRICALLY

UNLOCKED)(FAIL SECURE) FULL TOP & BOTTOM RAILS

2 PIVOT HINGE (TOP & BOTTOM)

1 HEADER STOP WITH SILENCERS

2 FLOOR MOUNTED DOOR STOP

HW-7 - SINGLE GLASS DOOR - NON LOCKING

1 PAIR OF DOOR PULLS BACK TO BACK (SPEC)

1 CONCEALED CLOSER WITH NO HOLD OPEN

1 PIVOT HINGE (TOP & BOTTOM)

1 HEADER STOP WITH SILENCERS

1 FLOOR MOUNTED DOOR STOP

HW-8 - SINGLE WOOD DOOR - LOCKING W/CLOSER

1 MORTISED LEVER LOCKSET - STOREROOM FUNCTION

1 SURFACE MOUNTED PARALLEL ARM CLOSER ON

INTERIOR WITH 90 DEGREE - HOLD OPEN

2 PAIR BUTT HINGES

1 FLOOR MOUNTED DOOR STOP

# DESCRIPTION CAT # FINISH MANUF

HW-1 - SINGLE WOOD DOOR LOCKING

1 CYLINDRICAL LEVER LOCKSET - OFFICE FUNCTION

2 PAIR BUTT HINGES

1 FLOOR MOUNTED DOOR STOP

1 COAT HOOK

HW-2 - SINGLE WOOD DOOR - LOCKING W/CARD READER

1 MORTISED LEVER LOCKSET - CLASSROOM FUNCTION

1 ELECTRIC STRIKE

1 CARD READER (ROOM EXTERIOR)

1 EASI-RELEASE ELECTRONIC EGRESS MOTION

DETECTOR SWITCH @ CEILING

2 PAIR BUTT HINGES

1 FLOOR MOUNTED DOOR STOP

1 COAT HOOK

HW-3 - SINGLE WOOD DOOR - CARD READER W/CLOSER

1 MORTISED LEVER LOCKSET - STOREROOM FUNCTION

1 ELECTRIC STRIKE

1 CARD READER (ROOM EXTERIOR)

1 SURFACE MOUNTED PARALLEL ARM CLOSER ON

INTERIOR WITH 90 DEGREE - NO HOLD OPEN

2 PAIR BUTT HINGES

1 FLOOR MOUNTED DOOR STOP

HW-4 - SINGLE WOOD DOOR - LOCKING W/CLOSER (LACTATION/ADA RESTROOM)

1 MORTISED LEVER LOCKSET - PRIVACY FUNCTION

1 THUMBTURN INDICATOR (SPEC)

1 SURFACE MOUNTED PARALLEL ARM CLOSER ON

INTERIOR WITH 90 DEGREE - NO HOLD OPEN

2 PAIR BUTT HINGES

1 FLOOR MOUNTED DOOR STOP

1 COAT HOOK

7'- 5"

7'- 5"

7'- 5"

TV

TV

TVTV

TV

TV

E

E E

E T V

E

E

E E

E

E

E

TV

E

E E

E

EE

E

TVTV

ETV

E TV

E E

E

E

E

E

E

E

E

E

E

E E

E

E E

E

E

E

ETV

E

ETV

E

TV E

TVTV

TV TV

TV TV

TV

TV

TV

TV

TV

TV

E

E E

E

E

E

E

E

TV

E

E E

E

TV

E

D

TV

TV

E

E

E

E E

E

E E E

E

GFI

R

DN UP

DN UP

#7

#6

#5

#1

#2

#3

#4

EXISTING DOOR AND FRAME TO

REMAIN

DEMOLISHED/RELOCATED DOOR

AND FRAME

EXISTING PARTITION TO REMAIN

DEMOLISHED PARTITION

DEMOLISHED MILLWORK

D3

D1

D1

D2

D2

KEY NOTES - DEMOLITION

D1 GC TO DEMO WALL TO THE EXTENT NECESSARY TO CREATE A 3'-0 X 7'-0" FRAMED OPENING.

D2 GC TO DEMOLISH EXISTING DOOR AT THIS LOCATION. SALVAGE DOOR FOR OWNER RE-USE.

D3 GC TO DEMOLISH EXISTING DEMOUNTABLE PARTITION AND ITS RELATED PARTS IN THIS ROOM.

DEMOLITION LEGENDGENERAL NOTES - DEMOLITION

13 CONTRACTOR SHALL REMOVE ALL MATERIALS ABOVE CEILING NOT SPECIFICALLY INDICATED TO REMAIN. ALL UNUSED WIRING, CABLES, CONDUIT, ETC. SHALL BE REMOVED AND STRIPPED BACK TO ORIGINAL SOURCE. THIS INCLUDES DATA CABLING THAT WILL

NOT BE REUSED.

14 ALL ABANDONED TELE/DATA RUNS AND TERMINATIONS SHALL BE REMOVED (REMOVE BOX AND COVER PLATE, PATCH WALL TO

LIKE-NEW CONDITION).

15 ALL ABANDONED ELECTRICAL OUTLETS SHALL HAVE THE BOX REMOVED TO THE PANEL. REMOVE BOX AND COVER PLATE, PATCH

WALL TO LIKE-NEW CONDITION.

16 REMOVE ALL FLOOR FINISHES, WALL COVERINGS AND SPECIALTY FINISHES, AND WALL BASE UNLESS OTHERWISE NOTED IN AREAS OF NEW CONSTRUCTION. PREPARE WALL, FLOOR, AND CEILING SURFACES FOR NEW FINISH AS SPECIFIED. BASE BID SHALL

INCLUDE ALL NECESSARY FLOOR PREP WORK TO ACCEPT NEW SPECIFIED FLOOR FINISHES.

17 PREPARE WALL, FLOOR, AND CEILING SURFACES FOR NEW FINISH AS SPECIFIED.

18 SALVAGE ALL DOORS, FRAMES, AND HARDWARE FOR REUSE UNLESS NOTED OTHERWISE.

19 ALL CEILINGS ARE TO REMAIN UNLESS NOTED OTHERWISE ON THE DEMOLITION OR REFLECTED CEILING PLANS.

20 ANY EXISTING BLINDS SHALL BE BOUND AND WRAPPED DURING DEMOLITION AND CONSTRUCTION, UNLESS SPECIFICALLY NOTED

TO BE REMOVED.

21 GENERAL CONTRACTOR SHALL RETAIN ALL WASTE HAULING TICKETS AND RETAIN NO LESS THAN 50% OF NONHAZARDOUS CONSTRUCTION WASTE WHICH SHALL BE DIVERTED FROM DISPOSAL BY RECYCLING OR SALVAGE OF CONSTRUCTION MATERIALS

AND WASTE IBC SECTION 503

22 GENERAL CONTRACTOR SHALL RETAIN ALL WASTE HAULING TICKETS AND RETAIN NO LESS THAN 50% OF NONHAZARDOUS CONSTRUCTION WASTE WHICH SHALL BE DIVERTED FROM DISPOSAL BY RECYCLING OR SALVAGE OF CONSTRUCTION MATERIALS

AND WASTE AS STATED IN THE 2013 DC GREEN CONSTRUCTION SECTION 503

23 STRUCTURES UNDER CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE PROVIDED WITH NO FEWER THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS THAN ORDINARY HAZARD AS FOLLOWS: 1.) AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED. 2.) IN EVERY STORAGE AND CONSTRUCTION SHED. 3.) ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WHERE SPECIAL

HAZARDS EXIST, SUCH AS THE STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.

24 FACILITIES REQUIRED. SANITARY FACILITIES SHALL BE PROVIDED DURING CONSTRUCTION, REMODELING OR DEMOLITION

ACTIVITIES IN ACCORDANCE WITH THE PLUMBING CODE

25 MAINTENANCE OF MEANS OF EGRESS. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, REMODELING OR ALTERATIONS AND ADDITIONS TO ANY BUILDING

26 FIRE SAFETY DURING DEMOLITION. FIRE SAFETY DURING DEMOLITION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF

THIS CODE AND THE APPLICABLE PROVISIONS OF CHAPTER 33 OF THE FIRE CODE.

GENERAL NOTES - DEMOLITION

1 SEE SPECIFICATION BOOK FOR MORE INFORMATION.

2 THE CONTRACTOR IS DIRECTED TO LOCAL CODES AND REGULATIONS, AND IS TO FAMILIARIZE HER/HIMSELF WITH ALL WORK RELATING TO DEMOLITION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: DC CONSTRUCTION CODE CHAPTER 33 -

SAFEGUARDS DURING CONSTRUCTION.

3 DC CONSTRUCTION CODE 3309.1 PROVIDE FIRE EXTINGUISHERS AT EACH STAIRWAY AT ALL FLOOR LEVELS, IN EVERY STORAGE AND CONSTRUCTION SHED, ADDITIONAL PORTABLE FIRE EXTINGUISHERS REQUIRED WHERE SPECIAL HAZARDS EXIST.

4 DURING CONSTRUCTION, AUTOMATIC SPRINKLER SYSTEMS REQUIRED DURING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS SHALL BE PROVIDED IN ACCORDANCE WITH DC CONSTRUCTION CODE 2018 CHAPTER 33.

5 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS TO VISIT THE SITE PRIOR TO BID, AND FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK. ANY QUESTIONS, COMMENTS, OR CLARIFICATIONS SHALL BE ASKED IN

WRITING TO THE ARCHITECT PRIOR TO SUBMISSION OF BID.

6 DEMOLITION DRAWINGS AND SPECIFICATIONS ARE INTENDED TO PROVIDE A GUIDE FOR DEMOLITION WORK IN THIS SPACE. THE CONTRACTOR SHALL PROCEED WITH CAUTION AND INVESTIGATE ALL EXISTING CONDITIONS THOROUGHLY. ANY DISCREPANCIES BETWEEN ASSUMED AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING

WITH THE WORK.

7 IF THE DEMOLITION WORK REVEALS CONDITIONS THAT CREATE A CONFLICT WITH PROPOSED NEW WORK, THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT IN WRITING FOR RESOLUTION BEFORE PROCEEDING WITH WORK.

8 PRIOR TO DEMOLITION, WALK THE PROJECT SITE AND RECORD EXISTING CONDITIONS. PREPARE A LOG WITH NOTATIONS AND PHOTOGRAPHS FOR SUBMISSION TO THE OWNER. FOCUS PARTICULAR ATTENTION ON AREAS THAT WILL REMAIN AT THE COMPLETION OF THE PROJECT. AREAS OF ATTENTION CAN INCLUDE BUT ARE NOT LIMITED TO; ELEVATOR CABS AND SILLS, ELEVATOR DOORS AND FRAMES, PERIMETER WINDOWS AND WINDOW SILLS, PERIMETER BLINDS AND BLIND POCKETS. WALK THE PROJECT SITE WITH THE OWNER, CONSTRUCTION MANAGER TO REVIEW DEFICIENCY LOG PREPARED AND REVIEW ALL ITEMS THAT ARE DAMAGED PRIOR TO THE START OF DEMOLITION. FAILURE TO DO SO, WILL RESULT IN THE ASSUMPTION THAT THE EXISTING TO REMAIN CONSTRUCTION WAS DAMAGED DURING THE COURSE OF CONSTRUCTION AND WILL BE REQUIRED TO BE RESTORED AT

THE END OF THE PROJECT.

9 ALL DEMOLISHED ITEMS THAT ARE NOT SHOWN TO BE REUSED ARE TO BE OFFERED TO THE BUILDING OWNER PRIOR TO REMOVAL FROM THE SITE. IF BUILDING OWNER DOES NOT WANT ANY OF THE DEMOLISHED ITEMS, CONTRACTOR IS RESPONSIBLE FOR

DISPOSAL OF THE ITEMS.

10 PROTECT ALL EXISTING CONSTRUCTION TO REMAIN. ALL DAMAGE TO EXISTING CONSTRUCTION SHALL BE REPAIRED BY

CONTRACTOR AT NO ADDITIONAL COST TO TENANT, LANDLORD, OR ARCHITECT.

11 GENERAL CONTRACTOR TO FLASH PATCH ALL FLOORS AS REQUIRED TO RESTORE CONCRETE FLOORING TO LIKE NEW AND LEVEL

CONDITION TO SATISFY ALL ASSEMBLY AND INSTALLATION REQUIREMENTS.

12 ALL MISCELLANEOUS NAILS, HANGERS, STAPLES, WIRES, AND WIRE CONDUIT THAT ARE NOT REUSED IN THE NEW SCOPE OF WORK

SHALL BE REMOVED.

FILE INFORMATION

SHEET NAME

MEP CONSULTANT:

ISSUES

SEAL / SIGNATURE

CLIENT

CONSULTANTS

© 2022 OTJ Architects, Inc.

Project No:

Drawn By:

Checked By:

DESCRIPTION

REVISION

NUMBER DATE

SCALE

Project Phase:

I am responsible for determining that the architectural designs included in this application are in compliance with all laws an regulations of the

District of Columbia. I have pemvrsonally prepared, or directly supervised the development of, the architectural designs include in this application.

580 WATER ST SW, SUITE 300

WASHINGTON, DC 20024

P: 202.621.1000

1/8" = 1'-0"

BIM 360://Studio 2 - Test Fits - R20/S02_11728.00_550 12th St, SW_NIGC_ 9th Floor_R20.rvt

NATIONAL INDIAN GAMING COMMISSION

550 12TH ST, SW

WASHINGTON, DC 20024

A109

DEMOLITION PLAN

1110 NORTH GLEBE RD., Ste 300

GHT LIMITED CONSULTING

ENGINEERS

NIGC - 9TH FLOOR

11728.00

JM

MSC

ARLINGTON, VA 22201

P: 703.243.1200

50% DID REVIEW 1 7/27/23

100% DID REVIEW 2 8/22/23

50% CD SET 3 9/27/23

95% CD SET 4 10/26/23

#7

#6

#5

#1

#2

#3

#4

EXISTING LIGHT FIXTURE TO BE REMOVED.

OTHER FIXTURES SHOWN SIMILARLY.

EXISTING CEILING GRID SYSTEM TO BE

REMOVED & SALVAGED FOR RE-USE / RE-

INSTALLATION. 50% OF CUT TILES TO BE

SALVAGED AS WELL. GC TO COORDINATE

WITH ARCHITECT POST CEILING INSPECTION

ON WETHER RE-USE IS FEASIBLE.

EXISTING DRYWALL CEILING TO BE REMOVED

EXISTING CEILING GRID SYSTEM TO REMAIN

D/D1 D2

N.I.C.

C

D1D1D1

D1D1D1

D1D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1

D

DD

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

C

D D

D D

D

D

D

D

D

D

D

DD

D

D

D

D1

D

D

D

D D D

D D

D

D D D D DD

D D D D DD

D1 D D1 D D

D

D D D DD

D D D DD

D1

D

D D DD D D

D D DD D D

D

D

D

E

E

E

D

D D

D

D

D

D

D

DD D D

D

D

D

D

D

D D

D

D

D

E

D

E

D

E

D

E

D

E

D

E

D

D

D

D

DD

D D

E

E

D

DD D D

DDD

D

D

DD

D

DD

DD

DDE

DD

EE

EE

E1 E1 E1

D1 D1

D1

D1

D D

D D

D D

D2

D2

D2 D2

D2D2

DC1

DC1

FILE INFORMATION

SHEET NAME

MEP CONSULTANT:

ISSUES

SEAL / SIGNATURE

CLIENT

CONSULTANTS

© 2022 OTJ Architects, Inc.

Project No:

Drawn By:

Checked By:

DESCRIPTION

REVISION

NUMBER DATE

SCALE

Project Phase:

I am responsible for determining that the architectural designs included in this application are in compliance with all laws an regulations of the

District of Columbia. I have pemvrsonally prepared, or directly supervised the development of, the architectural designs include in this application.

580 WATER ST SW, SUITE 300

WASHINGTON, DC 20024

P: 202.621.1000

1/8" = 1'-0"

BIM 360://Studio 2 - Test Fits - R20/S02_11728.00_550 12th St, SW_NIGC_ 9th Floor_R20.rvt

NATIONAL INDIAN GAMING COMMISSION

550 12TH ST, SW

WASHINGTON, DC 20024

A110

DEMOLITION RCP PLAN

1110 NORTH GLEBE RD., Ste 300

GHT LIMITED CONSULTING

ENGINEERS

NIGC - 9TH FLOOR

11728.00

JM

MSC

ARLINGTON, VA 22201

P: 703.243.1200

GENERAL NOTES - DEMOLITION

13 CONTRACTOR SHALL REMOVE ALL MATERIALS ABOVE CEILING NOT SPECIFICALLY INDICATED TO REMAIN. ALL UNUSED WIRING, CABLES, CONDUIT, ETC. SHALL BE REMOVED AND STRIPPED BACK TO ORIGINAL SOURCE. THIS INCLUDES DATA CABLING THAT WILL

NOT BE REUSED.

14 ALL ABANDONED TELE/DATA RUNS AND TERMINATIONS SHALL BE REMOVED (REMOVE BOX AND COVER PLATE, PATCH WALL TO

LIKE-NEW CONDITION).

15 ALL ABANDONED ELECTRICAL OUTLETS SHALL HAVE THE BOX REMOVED TO THE PANEL. REMOVE BOX AND COVER PLATE, PATCH

WALL TO LIKE-NEW CONDITION.

16 REMOVE ALL FLOOR FINISHES, WALL COVERINGS AND SPECIALTY FINISHES, AND WALL BASE UNLESS OTHERWISE NOTED IN AREAS OF NEW CONSTRUCTION. PREPARE WALL, FLOOR, AND CEILING SURFACES FOR NEW FINISH AS SPECIFIED. BASE BID SHALL

INCLUDE ALL NECESSARY FLOOR PREP WORK TO ACCEPT NEW SPECIFIED FLOOR FINISHES.

17 PREPARE WALL, FLOOR, AND CEILING SURFACES FOR NEW FINISH AS SPECIFIED.

18 SALVAGE ALL DOORS, FRAMES, AND HARDWARE FOR REUSE UNLESS NOTED OTHERWISE.

19 ALL CEILINGS ARE TO REMAIN UNLESS NOTED OTHERWISE ON THE DEMOLITION OR REFLECTED CEILING PLANS.

20 ANY EXISTING BLINDS SHALL BE BOUND AND WRAPPED DURING DEMOLITION AND CONSTRUCTION, UNLESS SPECIFICALLY NOTED

TO BE REMOVED.

21 GENERAL CONTRACTOR SHALL RETAIN ALL WASTE HAULING TICKETS AND RETAIN NO LESS THAN 50% OF NONHAZARDOUS CONSTRUCTION WASTE WHICH SHALL BE DIVERTED FROM DISPOSAL BY RECYCLING OR SALVAGE OF CONSTRUCTION MATERIALS

AND WASTE IBC SECTION 503

22 GENERAL CONTRACTOR SHALL RETAIN ALL WASTE HAULING TICKETS AND RETAIN NO LESS THAN 50% OF NONHAZARDOUS CONSTRUCTION WASTE WHICH SHALL BE DIVERTED FROM DISPOSAL BY RECYCLING OR SALVAGE OF CONSTRUCTION MATERIALS

AND WASTE AS STATED IN THE 2013 DC GREEN CONSTRUCTION SECTION 503

23 STRUCTURES UNDER CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE PROVIDED WITH NO FEWER THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS THAN ORDINARY HAZARD AS FOLLOWS: 1.) AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED. 2.) IN EVERY STORAGE AND CONSTRUCTION SHED. 3.) ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WHERE SPECIAL

HAZARDS EXIST, SUCH AS THE STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.

24 FACILITIES REQUIRED. SANITARY FACILITIES SHALL BE PROVIDED DURING CONSTRUCTION, REMODELING OR DEMOLITION

ACTIVITIES IN ACCORDANCE WITH THE PLUMBING CODE

25 MAINTENANCE OF MEANS OF EGRESS. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION, DEMOLITION, REMODELING OR ALTERATIONS AND ADDITIONS TO ANY BUILDING

26 FIRE SAFETY DURING DEMOLITION. FIRE SAFETY DURING DEMOLITION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF

THIS CODE AND THE APPLICABLE PROVISIONS OF CHAPTER 33 OF THE FIRE CODE.

GENERAL NOTES - DEMOLITION

1 SEE SPECIFICATION BOOK FOR MORE INFORMATION.

2 THE CONTRACTOR IS DIRECTED TO LOCAL CODES AND REGULATIONS, AND IS TO FAMILIARIZE HER/HIMSELF WITH ALL WORK RELATING TO DEMOLITION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: DC CONSTRUCTION CODE CHAPTER 33 -

SAFEGUARDS DURING CONSTRUCTION.

3 DC CONSTRUCTION CODE 3309.1 PROVIDE FIRE EXTINGUISHERS AT EACH STAIRWAY AT ALL FLOOR LEVELS, IN EVERY STORAGE AND CONSTRUCTION SHED, ADDITIONAL PORTABLE FIRE EXTINGUISHERS REQUIRED WHERE SPECIAL HAZARDS EXIST.

4 DURING CONSTRUCTION, AUTOMATIC SPRINKLER SYSTEMS REQUIRED DURING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS SHALL BE PROVIDED IN ACCORDANCE WITH DC CONSTRUCTION CODE 2018 CHAPTER 33.

5 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS TO VISIT THE SITE PRIOR TO BID, AND FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK. ANY QUESTIONS, COMMENTS, OR CLARIFICATIONS SHALL BE ASKED IN

WRITING TO THE ARCHITECT PRIOR TO SUBMISSION OF BID.

6 DEMOLITION DRAWINGS AND SPECIFICATIONS ARE INTENDED TO PROVIDE A GUIDE FOR DEMOLITION WORK IN THIS SPACE. THE CONTRACTOR SHALL PROCEED WITH CAUTION AND INVESTIGATE ALL EXISTING CONDITIONS THOROUGHLY. ANY DISCREPANCIES BETWEEN ASSUMED AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING

WITH THE WORK.

7 IF THE DEMOLITION WORK REVEALS CONDITIONS THAT CREATE A CONFLICT WITH PROPOSED NEW WORK, THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT IN WRITING FOR RESOLUTION BEFORE PROCEEDING WITH WORK.

8 PRIOR TO DEMOLITION, WALK THE PROJECT SITE AND RECORD EXISTING CONDITIONS. PREPARE A LOG WITH NOTATIONS AND PHOTOGRAPHS FOR SUBMISSION TO THE OWNER. FOCUS PARTICULAR ATTENTION ON AREAS THAT WILL REMAIN AT THE COMPLETION OF THE PROJECT. AREAS OF ATTENTION CAN INCLUDE BUT ARE NOT LIMITED TO; ELEVATOR CABS AND SILLS, ELEVATOR DOORS AND FRAMES, PERIMETER WINDOWS AND WINDOW SILLS, PERIMETER BLINDS AND BLIND POCKETS. WALK THE PROJECT SITE WITH THE OWNER, CONSTRUCTION MANAGER TO REVIEW DEFICIENCY LOG PREPARED AND REVIEW ALL ITEMS THAT ARE DAMAGED PRIOR TO THE START OF DEMOLITION. FAILURE TO DO SO, WILL RESULT IN THE ASSUMPTION THAT THE EXISTING TO REMAIN CONSTRUCTION WAS DAMAGED DURING THE COURSE OF CONSTRUCTION AND WILL BE REQUIRED TO BE RESTORED AT

THE END OF THE PROJECT.

9 ALL DEMOLISHED ITEMS THAT ARE NOT SHOWN TO BE REUSED ARE TO BE OFFERED TO THE BUILDING OWNER PRIOR TO REMOVAL FROM THE SITE. IF BUILDING OWNER DOES NOT WANT ANY OF THE DEMOLISHED ITEMS, CONTRACTOR IS RESPONSIBLE FOR

DISPOSAL OF THE ITEMS.

10 PROTECT ALL EXISTING CONSTRUCTION TO REMAIN. ALL DAMAGE TO EXISTING CONSTRUCTION SHALL BE REPAIRED BY

CONTRACTOR AT NO ADDITIONAL COST TO TENANT, LANDLORD, OR ARCHITECT.

11 GENERAL CONTRACTOR TO FLASH PATCH ALL FLOORS AS REQUIRED TO RESTORE CONCRETE FLOORING TO LIKE NEW AND LEVEL

CONDITION TO SATISFY ALL ASSEMBLY AND INSTALLATION REQUIREMENTS.

12 ALL MISCELLANEOUS NAILS, HANGERS, STAPLES, WIRES, AND WIRE CONDUIT THAT ARE NOT REUSED IN THE NEW SCOPE OF WORK

SHALL BE REMOVED.

DEMOLITION LEGEND

100% DID REVIEW 2 8/22/23

50% CD SET 3 9/27/23

95% CD SET 4 10/26/23

100% CD SET 6 11/20/23

PERMIT & PRICING 7 01/04/24

KEY NOTES - DEMOLITION CEILING

DC1 GC TO DEMO EXISTING DOWNLIGHTS AT THIS LOCATION. SALVAGE DOWNLIGHTS FOR RE-USE / RELOCATION.

#7

#6

#5

#1

#2

#3

#4

NEW PARTITIONS, REFER TO PARTITION

TYPES SHEET A002 FOR ADDITIONAL

INFORMATION

EXISTING PARTITION TO REMAIN NEW MILLWORK SHELVING OR

UPPER CABINETS. SEE ELEVATIONS

AND DETAILS FOR ADDITIONAL

INFORMATION.

N.I.C.

NEW DOOR. SEE DOOR AND

HARDWARE INFORMATION SHEETS

FOR ADDITIONAL INFORMATION.

EXISTING DOOR TO REMAIN. SEE

DOOR AND HARDWARE

INFORMATION SHEETS FOR

ADDITIONAL INFORMATION.

CHIEF OF

STAFF

OGC EXEC.

ADMIN

RECEPTION

CHIEF OFFICER

COPY ROOM

EXISTING LAN

MEDIA

WORKROOM

CHAIR OFFICE

VICE CHAIR

(COMMISSION)

COMMISSIONER

(COMMISSION)

COMM. COPY /

STORAGE

ROOM

EXEC. ADMIN.

OFFICE

BREAK ROOM

ASST. GC

OFFICE

IT…