J.4 - 250530-PHASE 2 - GPO 4TH FLOOR-100_ CD DWGS.pdf

PDF 16 MB Posted Mar 10, 2026

Attached to: National Archives and Records Administration (NARA) 4TH FLOOR Renovation Project
Solicitation number: 040ADV-26-R-0016
Issued by: Government Publishing Office

About this file

Written by GovTribe AI · Mar 10, 2026

Construction Documents Summary

This is a set of 100% construction documents for a partial fourth-floor renovation of the Government Publishing Office building located at 732 North Capitol Street NW, Washington, DC 20401. The project is being executed in two phases, with Phase 2 dated May 30, 2025, and represents work prepared by LEO A DALY (Architecture & Interiors), SGH (Structural Engineering), Mueller (MEP Engineering), WFT (Fire Protection/Fire Alarm Engineering), and Cerami (IT/Security Engineering). The project involves renovation of approximately 33,514 square feet of Building A, divided into archival records storage areas (33,449 SF), a small restroom (65 SF), and mixed-use corridor/storage space (13,236 SF). The facility is classified as a high-rise building with mixed occupancy (S-1 storage, B business, F-1 industrial), requires compliance with the 2017 District of Columbia Building Code (incorporating the 2015 International Building Code), and must meet numerous standards including NFPA codes for sprinkler systems, standpipe systems, fire alarms, emergency power, and records protection per NARA directives.

Phase 2 scope includes installation of storage shelving in both north and south sides (totaling approximately 90,000 boxes capacity with 12-level units manufactured by Lyon, 8000 series) and installation of three dehumidifiers (two in the north side, one in the south side). The design accommodates 246 occupants with four exits (exceeding the required two exits) and includes modifications to existing mechanical, plumbing, electrical, and fire protection systems. Shelving is anchored to existing concrete floors using 3/8-inch diameter KWIK BOLT anchors with maximum shelf loads of 180 pounds per shelf (approximately 36 pounds per box at five boxes per shelf). The project requires special inspections for structural steel, welds, and bolting operations, with all work coordinated across multiple trades and phased to maintain operation of the AOC (Archive of Contemporary) area throughout construction with minimal impact. Cost and contract award information are not provided in these construction documents.

View the file

Other files

File	Type	Posted
J.3 - 250530-PHASE 2 - GPO 4TH FLOOR-100_ SPECIFICATIONS.pdf	PDF	Mar 11, 2026
Solicitation 040ADV-26-R-0016.pdf	PDF	Mar 10, 2026
J.1 - 250530-PHASE 1 - GPO 4TH FLOOR-100% SPECIFICATIONS.pdf	PDF	Mar 10, 2026
J.6 - Cost-Price Proposal - Excel NARA.xlsx	XLSX spreadsheet	Mar 10, 2026
J.5 - Past Performance Questionnaire (PPQ).pdf	PDF	Mar 10, 2026
J.2 - 250530-PHASE 1 - GPO 4TH FLOOR-100_ CD DWGS.pdf	PDF	Mar 10, 2026
J.3 - 250530-PHASE 2 - GPO 4TH FLOOR-100_ SPECIFICATIONS.pdf	PDF	Mar 10, 2026
J.7 - DBA - Wage Determination - Washington DC.pdf	PDF	Mar 10, 2026

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PROJECT NO.

PLANNING

ARCHITECTURE

ENGINEERING

INTERIORS

NATIONAL ARCHIVES

AND RECORDS

ADMINISTRATION

At the Government Publishing Office

PARTIAL 4TH FLOOR RENOVATION

732 North Capitol Street, NW.

WASHINGTON, DC 20401

GOVERNMENT

PUBLISHING OFFICE

05/30/2025

100% CONSTRUCTION

DOCUMENTS

053-10073-103

C O

N S

T R

U C

N D

O C

U M

E N

T S

732 North Capitol Street, NW.

WASHINGTON, DC 20401

PHASE 2

K L M N

K L

33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4

3 2 1

25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

VICINITY MAP

732 NORTH CAPITOL STREET, NW.

WASHINGTON, DC 20401

PROJECT LOCATION MAP

732 NORTH CAPITOL STREET, NW.

WASHINGTON, DC 20401

PROJECT CODE INFORMATION

BUILDING A 4TH FLOOR OCCUPANT LOAD

USE GROUP OCCUPANT LOAD FACTOR AREA IN SF OCCUPANTS

S-1 STORAGE AND

F-1 MECHANICAL

AND ELECTRICAL IN

RENOVATED SPACE

B RESTROOM IN

RENOVATED SPACE

B USE GROUP BALANCE

OF FLOOR

TOTAL 4TH FLOOR

BUILDING A

33,449

13,236

OCCUPANT LOAD VS. EXITS

BUILDING A OCCUPANT LOAD NUMBER OF

REQUIRED EXITS

NUMBER OF EXITS

PROVIDED

FLOOR 4 246 2 4

MAXIMUM ALLOWABLE TRAVEL DISTANCE

OCCUPANCY IBC REQUIREMENTS

BUSINESS 300 FT (TABLE 1017.2)

STORAGE 250 FT (TABLE 1017.2)

MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL

OCCUPANCY IBC REQUIREMENTS

BUSINESS 100 FT (TABLE 1006.2.1)

STORAGE 100 FT (TABLE 1006.2.1)

DEAD END REQUIREMENTS

OCCUPANCY IBC REQUIREMENTS

BUSINESS 50 FT (SECTION 1020.4)

STORAGE 50 FT (SECTION 1020.4)

PROJECT DESCRIPTION: A PARTIAL INTERIOR RENOVATION OF 4TH FLOOR OF AN EXISTING OFFICE

BUILDING

(BUILDING 'A')

BUILDING ADDRESS AND

AUTHORITY HAVING JURISIDTION (AHJ): GOVERNMENT PUBLISHING OFFICE

732 NORTH CAPITOL STREET NW. WASHINGTON DC 20401

BUILDING OCCUPANCY TYPE:

MIXED OCCUPANCY - S-1 STORAGE, B BUSINESS AND F-1 INDUSTRIAL (MECHANICAL AND ELECTRICAL ROOMS) PER

IBC.

CONSTRUCTION CLASSIFICATION: TYPE IB PER IBC TABLE 503

BUILDING HEIGHT:

8 STORIES ABOVE GROUND, 1 STORY BELOW GROUND, 120' . CLASSIFIED AS A HIGH RISE PER IBC SECTION 403

TENANT BUILD-OUT CONFORMS TO ALL APPLICABLE BUILDING AND ZONING CODES OF THE DISTRICT OF COLUMBIA.

2017 DISTRICT OF COLUMBIA BUILDING CODE EFFECTIVE MAY 29, 2020.

THIS IS THE 2015 INTERNATIONAL BUILDING CODE (IBC) WITH AMENDMENTS

INTERNATIONAL PLUMBING CODE, 2015 EDITION

INTERNATIONAL MECHANICAL CODE, 2015 EDITION

NFPA 10, "PORTABLE FIRE EXTINGUISHERS", 2013 EDITION

NFPA 13, "INSTALLATION OF SPRINKLER SYSTEMS", 2013 EDITION

NFPA 14, "INSTALLATION OF STANDPIPE AND HOSE SYSTEMS", 2013 EDITION

NFPA 70, "NATIONAL ELECTRIC CODE:, 2014 EDITION

NFPA 72, "NATIONAL FIRE ALARM AND SIGNALING CODE", 2013 EDITION

NFPA 80, "STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES", 2013 EDITION

NFPA 110, "STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS", 2013 EDITION

NFPA 232, "STANDARD FOR THE PROTECTION OF RECORDS", 2000 EDITION

ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS

NARA 1571, DATED FEBRUARY 15, 2002

36CFR CHAPTER VII SECTION 1234.12 (7-1-11)

ICC A117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

RENOVATED AREAS:

33,514 SF OF BUILDING A. BUILDING A AREA IS 46,750 GSF ON THIS FLOOR.

33,449 SF IS S-1 RECORDS STORAGE OR F-1 MECHANICAL / ELECTRICAL ROOMS.

65 SF IS B - SMALL REST ROOM

13,236 SF BALANCE OF BUILDING A MIX OF B AND S-1, BUT FOR OCCUPANCY CALCULATIONS NOTED AS B.

USE AND OCCUPANCY

PER IBC TABLE 1004.1.2

33,449 SF S-1 / 300 OCCUPANTS / SF= 112 OCCUPANTS

65 SF B / 100 OCCUPANTS / SF= 1 OCCUPANT

13,236 SF B BALANCE OF FLOOR / 100 OCCUPANTS / SF=133 OCCUPANTS

TOTAL TENANT SPACE OCCUPANTS FOR EXITING 246 OCCUPANTS

HANDICAP ACCESSIBLE:

RENOVATED AREAS OF THE BUILDING ARE DESIGNED TO MEET ADA AND IBC CHAPTER 11. PER IBC 1009.1 EXCEPTION

1, ACCESSIBLE MEANS OF

EGRESS ARE NOT REQUIRED IN EXISTING BUILDINGS. HOWEVER, ALL MEANS OF EGRESS MEET IBC SECTION 1009

ACCESSIBLE MEANS OF EGRESS.

EXIT REMOTENESS:

PER IBC 1007, THE EXITS SHALL BE A MINIMUM OF 1/3 THE LONGEST DIAGONAL OF THE AREA IN QUESTION. THE

LONGEST DIAGONAL OF THE SPACE IS

320'. THE MINIMUM EXIT SEPARATION BETWEEN EXITS IS 124' WHICH EXCEEDS THE MINIMUM 1/3 REQUIREMENT.

EGRESS WIDTH:

MINIMUM CORRIDOR WIDTH REQUIRED 44" PER IBC TABLE 1020.2, 48" IS PROVIDED.

IN RECORDS STORAGE AREAS, LESS THAN 50 OCCUPANTS, 36" CORRIDOR WIDTH REQUIRED, 36" PROVIDED

MINIMUM EXIT DOOR WIDTH IS 36", 44" IS PROVIDED.

EXIT CAPACITY:

PER IBC 1006 MINIMUM OF 2 EXITS PER FLOOR LESS THAN 500 OCCUPANTS. OCCUPANT COUNT THIS FLOOR FOR

BUILDING A IS 246,

2 EXITS REQUIRED, 4 ARE PROVIDED.

2 EXITS REQUIRED PER SPACE WHEN OCCUPANT COUNT IS 50 OR GREATER.

EXIT CAPACITY OF STAIRS 1-3:

THESE STAIRS HAVE 4 - 44" DOORS TOTALING 176" OF EXIT WIDTH. IBC TABLE 7.3.3.1 STATES 0.2" PER OCCUPANT REQUIRED EGRESS HORIZONTAL EXITS. HORIZONTAL EXIT CAPACITY PROVIDED 880, EXIT CAPACITY REQUIRED 246

OCCUPANTS.

FIRE SEPARATION ON FLOOR:

IBC DOES NOT REQUIRE ANY SEPARATION FOR USE GROUP PER IBC 508.2 4 AS S-1, F-1 AND B USE GROUPS ARE IN

THE SAME CLASSIFICATION.

HOWEVER, NARA 1671.18.C REQUIRES 2 HOUR SEPARATION IF THE SWITCHGEAR ROOM HAS A VOLTAGE OF 13.2 KV.

ALSO 36CFR CHAPTER V11 1234.12(C)(1) REQUIRES ONE HOUR FIRE SEPARATION BETWEEN RECORDS STORAGE AND

ALL ANCILLARY SPACES.

SHAFTS TO BE 2 HOUR FIRE RATED PER IBC 713.4

OPENING PROTECTIVES:

PER IBC TABLE 716.5 COMMENSURATE WITH THE RATING OF THE WALL OR FLOOR / CEILING ASSEMBLY.

INTERIOR FINISH: PER IBC TABLE 803.9

FIRE PROTECTION SYSTEMS:

BUILDING FULLY SPRINKLERED PER IBC 403.3. MODIFY EXISTING SPRINKLER SYSTEM FOR NEW TENANT LAYOUT PER

DRAWINGS.

STANDPIPE SYSTEM REQUIRED AND PROVIDED PER IBC 403.4.3.

PORTABLE FIRE EXTINGUISHERS: REQUIRED AND PROVIDED PER NFPA 10.

FIRE ALARM SYSTEM:

VOICE ALARM SYSTEM AND FIRE ALARM SYSTEM REQUIRED PER IBC 403.4.

COMPLETE SMOKE DETECTION SYSTEM REQUIRED PER NARA 1571.19.

EMERGENCY LIGHTING:

EMERGENCY LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1008 OF THE IBC.

IN THE EVENT OF POWER FAILURE, THE EMERGENCY GENERATOR SYSTEM SHALL PROVIDE POWER FOR THE

EMERGENCY LIGHTING FOR AT LEAST 90

MINUTES PER SECTION 1008.3 OF THE IBC. AS AN OPTION, BATTERY POWERED EXIT LIGHTS ARE ACCEPTABLE.

EXIT SIGNS SHALL BE PROVIDED AT EACH EXIT AND WITHIN 100 FEET OF THE NEAREST VISIBLE EXIT SIGN IN

ACCORDANCE WITH SECTION 1013.1 OF

THE IBC.

IN THE EVENT OF POWER FAILURE, THE EMERGENCY GENERATOR SYSTEM SHALL PROVIDE POWER FOR THE EXIT

SIGNS FOR AT LEAST 90 MINUTES

PER SECTION 1013.6.3 OF THE IBC. AS AN OPTION, BATTERY POWERED EXIT SIGNS ARE ACCEPTABLE.

EMERGENCY POWER SYSTEMS: PER IBC 2702 AND NFPA 110.

PLUMBING FIXTURES :

ALL EXISTING PLUMBING FIXTURES AND DEMISING WALLS TO BE DEMOLISHED. GPO (the AHJ) HAS DIRECTED A/E TO REPLACE EXISTING MULTI-USER RESTROOM FACILITIES WITH ONLY ONE UNISEX RESTROOM FOR THIS TENANT FOR

MECHANICAL SPACE REQUIRED FOR THIS PROJECT.

PROJECT CODE INFORMATION

H ST NW

N O

R T

H C

A P

L S

T N

NORTH WING

SOUTH WING

2 3 4 5 6 7

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

Project No.

ARCHITECTURE & INTERIORS

1200 19TH ST NW, SUITE 220,

WASHINGTON, DC

(202)861-4600

NATIONAL ARCHIVES

AND RECORDS

ADMINISTRATION

At the Government Publishing Office

PARTIAL 4TH FLOOR RENOVATION

PHASE 2

732 North Capitol Street, NW.

WASHINGTON, DC 20401

STRUCTURAL ENGINEERING

SGH

1625 Eye Street NW, Suite 900, Washington, DC 20006 (202)239-4199

MEP ENGINEERING

Mueller 1306 Concourse Drive, Suite 100 Linthicum, MD 21090 (410)646-4500

FP/FA ENGINEERING

WFT

1801 Research Blvd Suite 100, Rockville, MD 20850 (301)230-0811

IT/SECURITY ENGINEERING

Cerami 1155 15th Street Suite 606 Washington, DC 20005 (202)448-9975

GOVERNMENT PUBLISHING OFFICE (GPO)

732 North Capitol Street, NW.

WASHINGTON, DC 20401

PHASE 2

BLDG C

G PLACE

H STREET NW

AVE

MASS

G STREET NW

N O

C A P

O L

S T R E E T

BLDG B

BLDG A

BLDG D

JACKSON ALLEY

: 0 4:

M B

3_ G

P O

-T O

-3 _N

A R

A -L ev el

-4

G P

O -A rc hi te ct ur e.

rv t

SHEET INDEX AND CODE INFORMATION

G202

053-10073-103

05/30/2025

Checker

Author

Designer

RRA

100% CONSTRUCTION

DOCUMENTS

C O

N S

T R

U C

N D

O C

U M

E N

T S

SCALE: NTS

KEY PLAN - PH2

E2701 EQUIPMENT CIRCUIT SCHEDULE • • •

E2401 ELECTRICAL PART PLAN • • •

E2101 ELECTRICAL POWER NEW WORK PLAN - LEVEL 4 • • •

E2001 ELECTRICAL LEGEND • • •

ELECTRICAL

M2801 MECHANICAL SCHEDULES - PHASE 2 • • •

M2602 MECHANICAL ATC SCHEMATICS - PHASE 2 • • •

M2601 AIR DISTRIBUTION SCHEMATIC - PHASE 2 • • •

M2403 MECHANICAL ROOM PART PLANS - PHASE 2 • • •

M2402 MECHANICAL ROOM PART PLANS - PHASE 2 • • •

M2401 MECHANICAL ROOM PART PLANS - PHASE 2 • • •

M2101 MECHANICAL NEW WORK PLAN - LEVEL 4 - PHASE 2 • • •

M2001 MECHANICAL LEGEND • • •

MECHANICAL

A802 RENDERINGS • • •

A303 SHELVING DETAILS • • •

A302 FURNITURE PLAN - LEVEL 4 • • •

ARCHITECTURE

S200 DETAILS • • •

S100 FOURTH FLOOR PARTIAL PLAN • • •

S002 SPECIAL INSPECTIONS • • •

S001 GENERAL NOTES • • •

STRUCTURAL

G206 LIFE SAFETY NEW WORK PLAN - LEVEL 4 NORTH • •

G205 LIFE SAFETY PLAN LEVEL 4 • • •

G204 ADA STANDARDS • • •

G203 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS • • •

G202 SHEET INDEX AND CODE INFORMATION • • •

G201 COVER SHEET • • •

GENERAL

SHEET NUMBER SHEET NAME 0

C O

N S

T R

U C

N D

O C

U M

E N

T S

C O

N S

T R

U C

N D

O C

U M

E N

T S

C O

N S

T R

U C

N D

O C

U M

E N

T S

SHEET INDEX

SCOPE OF WORK

• PHASE 1:

1. WARM LIT SHELL FOR NORTH & SOUTH SIDES

2. FULL MEP SCOPE FOR NORTH & SOUTH SIDES

3. AIR HANDLING UNIT FOR AOC ON THE NORTH SIDE, NOTE THAT THE AOC AREA WILL STAY

CONDITIONED THROUGHOUT CONSTRUCTION WITH MINIMAL IMPACT.

4. EXCEPT NO DEHUMIDIFIERS

5. NO SHELVING IN NORTH AND SOUTH SIDES

• PHASE 2:

1. SHELVING IN BOTH NORTH AND SOUTH SIDES

2. DEHUMIDIFIERS (2) IN NORTH SIDE

3. DEHUMIDIFIER (1) IN SOUTH SIDE

NO. DESCRIPTION DATE

1' -6

EDGE OF WALL OR DOOR OF FRAME

FINISH FLOOR LINE

TYPICAL POWER OR

COMMUNICATIONS OUTLET

(SINGLE BOX)

1" 1'

-6

TYPICAL OUTLETS

TYP.

FINISH FLOOR LINE

OR DEVICES

GENERAL SYMBOLS

SCALE:

VIEW NAME

1/8" = 1'-0"

EARTH

EARTH GRAVEL

CONCRETE

METALS

BRICK

CMU

TILE

STONE

WOOD

GYPSUM

GLASS

INSULATION

REGULAR

STEEL ALUMINUM

FACE COMMON

CMU

CERAMIC

MARBLE LIMESTONE

FINISH BLOCKING

PLASTER OR GWB

LARGE SCALE SMALL SCALE

BATT OR

LOOSE

RIGID

SURFACE

DETAIL TITLE

BUILDING SECTION

WALL SECTION

EXTERIOR / INTERIOR

ELEVATION

INTERIOR MULTI-VIEW

ELEVATION

MATERIALS REFERENCE

DETAIL SECTION

AE402

AE201

AE305

SIM

AE305

SIM

AE305

SIM

AE505

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ACTUAL SQ. FT.

PROGRAMMED SQ. FT.

ROOM NUMBER

DOOR NUMBER

KEYNOTE

WALL TYPE

REVISION NUMBER

ELEVATION INDICATION

COLUMN GRID

IDENTIFICATION

NORTH ARROW

WINDOW NUMBER

EQUIPMENT TAG

NTRUE

NORTH

MATCHLINE

BASE FINISH

WALL FINISH

ROOM NUMBER

CEILING FINISH

FLOOR FINISHFINISH , FINISH MATERIAL FINISH EXTENTS

SPRAY FOAM

ROOM NAME

A505B

200 SF / 150 SF

ROOM NAME

A505B

LAD_Finish-Floor

LAD_Finish-Wall

LAD_Finish-Ceiling

LAD_Finish-Base

1' -6

6" 4'

-0

EQEQ

1' -6

5' -0

4' -6

6' -8

4' -0

4' -6

6' -8

CCOLUMN

TO TEXT BASE

THERMOSTAT

FIRE STROBE

GANG OF DIMMER SWITCHES

LIGHT SWITCH

FINISH FLOOR LINE

ELEC./DATA OUTLETS

AND TV OUTLETS

IF THERE IS A SWITCH,

LOCATE PHONE AWAY 6"

AS SHOWN. OTHERWISE

ALIGN WITH VERTICAL

TELEPHONE AND/OR CARD READER

AT 48" MAX. TO OPERABLE PARTS.

DURESS BUTTON SHALL BE

REACHABLE

AT 48" MAX.

FIRE STROBE

SWITCH

THERMOSTAT

ELEC./DATA OUTLETS

IF THERE IS A SWITCH,

LOCATE PHONE 6"

AWAY

AS SHOWN.

OTHERWISE

ALIGN WITH VERTICAL

TELEPHONE AT 48" MAX.

TO OPERABLE PARTS.

DURESS

BUTTON SHALL BE

REACHABLE

AT 48" MAX.

2 3 4 5 6 7

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

Project No.

ARCHITECTURE & INTERIORS

1200 19TH ST NW, SUITE 220,

WASHINGTON, DC

(202)861-4600

NATIONAL ARCHIVES

AND RECORDS

ADMINISTRATION

At the Government Publishing Office

PARTIAL 4TH FLOOR RENOVATION

PHASE 2

732 North Capitol Street, NW.

WASHINGTON, DC 20401

STRUCTURAL ENGINEERING

SGH

1625 Eye Street NW, Suite 900, Washington, DC 20006 (202)239-4199

MEP ENGINEERING

Mueller 1306 Concourse Drive, Suite 100 Linthicum, MD 21090 (410)646-4500

FP/FA ENGINEERING

WFT

1801 Research Blvd Suite 100, Rockville, MD 20850 (301)230-0811

IT/SECURITY ENGINEERING

Cerami 1155 15th Street Suite 606 Washington, DC 20005 (202)448-9975

GOVERNMENT PUBLISHING OFFICE (GPO)

732 North Capitol Street, NW.

WASHINGTON, DC 20401

PHASE 2

BLDG C

G PLACE

H STREET NW

AVE

MASS

G STREET NW

N O

C A P

O L

S T R E E T

BLDG B

BLDG A

BLDG D

JACKSON ALLEY

: 0 4:

M B

3_ G

P O

-T O

-3 _N

A R

A -L ev el

-4

G P

O -A rc hi te ct ur e.

rv t

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

G203

053-10073-103

05/30/2025

Checker

Author

Designer

RRA

100% CONSTRUCTION

DOCUMENTS

C O

N S

T R

U C

N D

O C

U M

E N

T S

SS SERVICE SINK / SANITARY SEWER

SSM SOLID SURFACE MATERIAL

SSO STORM SEWER OVERFLOW

SST STAIR TREAD

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TS TRANSITION STRIP

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UR URINAL

UV UNIT VENTILATOR

V VOLT

VAV VARIABLE AIR VOLUME

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WATT / WATER

W/ WITH

W/O WITHOUT

WAGD WASTE ANESTHESIA GAS DISPOSAL

WC WATER CLOSET / WALL COVERING

WD WOOD

WDB WOOD BASE

WDF WOOD FLOOR

WDP WOOD PANEL

WDW WINDOW

WDWF WINDOW FILM

WGD WALL GUARD

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WS WATER STOP

WT WEIGHT / WINDOW TREATMENT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

YD YARD

YH YARD HYDRANT

P PAINT / PUMP / PENDANT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE / PRIVACY CURTAIN

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PHC PREHEAT COIL

PHVAC PLUMBING, HEATING, VENTILATING AND AIR

CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKING

PL PLASTIC LAMINATE / PROPERTY LINE / PLATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

POL CONC POLISHED CONCRETE

PR PAIR

PRF POURED RESINOUS FLOORING

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTB PORCELAIN TILE BASE

PTF PORCELAIN TILE FLOOR

PTVC POINT OF VERTICAL CURVATURE

PTW PORCELAIN TILE WALL

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QZP QUARTZ POLYMER

R RADIUS / REGISTER

RA RETURN AIR

RAF RAISED ACCESS FLOORING

RB RESILIENT BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY / REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RESILIENT SHEET

RT RESILIENT TILE

S STAIR / STAIN / SURFACE / SANITARY

SA SUPPLY AIR / SOUND ATTENUATOR

SAN SANITARY

SCH SCHEDULE

SD SMOKE DAMPER / SUB DRAIN / STORM SEWER

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

L LITER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LIN LINEAR

LINO LINOLEUM

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LONG LONGITUDINAL

LPM LITERS PER MINUTE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

LVT LUXURY VINYL TILE

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB METAL BASE

MBH 1000 BTUH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MP METAL PANEL

MT METAL TRANSITION

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MV MEDICAL VACUUM

N NITROGEN

N2O NITROUS OXIDE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

FM FORCE MAIN / FACTORY MUTUAL

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

G GAS / GRILLE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GEN GENERATOR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLB GLASS BLOCK

GLP GLASS PANEL

GLT GLASS TILE

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR GRADE

GRV GRAVITY ROOF VENTILATOR

GT GROUT

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

CPT CARPET

CR CRASH RAIL

CS CONCRETE SEALER

CSF CUBIC FEET PER SECOND

CT CERAMIC TILE / COOLING TOWER

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CTW CERAMIC TILE WALL

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEPR DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

EA EACH / EXHAUST AIR

ECT ENTRY CARPET TILE

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

ENG ENTRANCE GRATING

EP EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK / EPOXY TERRAZZO

ETB EPOXY TERRAZZO INTEGRAL COVE BASE

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXP EXPOSED

EXPN EXPANSION

EXST EXISTING

EXT EXTERIOR

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

ABS ACRYLONITRILE-BUTADIENE-STYRENE

AC ALTERNATING CURRENT / AIR COMPRESSOR

ACP ASBESTOS CEMENT PIPE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATC ACOUSTICAL TILE CEILING

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AWT ACOUSTICAL WALL TREATMENT

AZ AZIMUTH

BB BALLED AND BURLAPPED

BD BOARD

BDD BACK DRAFT DAMPER

BE BOTTOM ELEVATION

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BR BARE ROOT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

CORR CORRIDOR

CP CEMENT PIPE

ABBREVIATIONS

SCALE: NTS

POWER LEGEND

SCALE: NTS

STACKED OUTLETS MOUNTING HEIGHT

SCALE: NTS

OUTLETS MOUNTING DIAGRAM

ELEVATIONS DIAGRAMS GENERAL NOTES ARCHITECTURAL

A. PARTITION AND WALLS

1 DIMENSIONS ARE TO FINISH FACE OF PARTITIONS, FACE OF CMU, FACE OF

EXISTING FINISH OR CENTER LINE OF COLUMNS UNLESS SHOWN OR NOTED

OTHERWISE.

2 PARTITIONS SHALL BE 3-5/8 INCH METAL STUDS AT 16 INCHES ON CENTER WITH

5/8" GYPSUM WALLBOARD EACH SIDE, UNLESS NOTED OTHERWISE.

3 ALL PARTITIONS SHALL EXTEND FROM FLOOR TO UNDER SIDE OF DECK ABOVE

EXCEPT WHERE NOTED OR SHOWN OTHERWISE.

4 EXTEND ALL SOUND RATED PARTITIONS TO THE UNDER SIDE OF DECK ABOVE

TO PREVENT SOUND TRANSMISSION. FURNISH 4-1/4 POUNDS DENSITY GLASS

FIBER INSULATION SHAPED TO FIT THE VOID ABOVE THE PARTITION WHERE

AIR-BORNE SOUND CAN PENETRATE SPACES.

5 FOR LOCATIONS OF FIRE-RATED PARTITIONS SEE FIRE PROTECTION PLANS

6 CONTROL JOINTS SHALL BE PROVIDED ABOVE DOORS AT EACH SIDE IN STUD

AND GWB PARTITIONS.

7 EXPANSION JOINTS AT ALL FLOORS, CEILINGS AND WALLS THAT ARE EXPOSED

TO VIEW SHALL BE COVERED WITH EXPANSION JOINT COVERS APPROPRIATE

FOR FINISHED SURFACES.

8 ALL COLUMNS WITHIN FINISHED SPACES SHALL BE FINISHED WITH SAME

MATERIALS SCHEDULED AT WALLS UNLESS OTHERWISE SHOWN OR DETAILED.

9 PROVIDE ALL WALL AND FLOOR OPENINGS FOR MECHANICAL AND ELECTRICAL

ITEMS. ALL OPENINGS MORE THAN 16 INCHES WIDE IN MASONRY PARTITIONS

SHALL HAVE LINTELS AS SCHEDULED ON THE STRUCTURAL DRAWINGS.

10 FOR WALL PARTITION TYPES, SEE SHEET A801.

B. DOORS AND FRAMES

1 PROVIDE LABELS ON DOORS AND FRAMES WHERE SCHEDULED.

2 INSTALL CONTINUOUS CAULKING AROUND METAL FRAMES UNLESS NOTED

OTHERWISE.

3 HOLLOW METAL FRAMES SHALL BE ANCHORED TO THE STRUCTURAL FLOOR

WITH A MINIMUM OF TWO (2) ANCHOR BOLTS.

4 HOLLOW METAL FRAMES IN STUD PARTITIONS SHALL BE FILLED WITH GROUT

TO THE DEPTH OF THE FRAME ANCHOR FULL HEIGHT FOR SOUND DAMPENING

BEFORE SETTING IN PLACE.

5 INSTALL CASING BEADS AND CAULK WHERE GWB ABUTS METAL FRAMES.

6 DOOR TYPES AND SIZES ARE SHOWN ON SHEET A802.

C. FIRE PROTECTION AND FIRE ALARM

1 GENERAL CONTRACTOR TO RETAIN QUALIFIED FIRE PROTECTION AND FIRE

ALARM INSTALLERS, TO FIRST PRODUCE FIRE PROTECTION AND FIRE ALARM

DRAWINGS, DESIGNED AND STAMPED BY DC PES, FOR REVIEW BY ARCHITECT.

THEN, WITH ANY INDICATED REVISIONS MADE, FOR SUBMISSION TO DCRA FOR

APPROVAL AND FOR DCRA FILE. THEN FOR SPRINKLER AND FIRE ALARM

SYSTEM REVISIONS AND ADDITIONS AS REQUIRED AND IN COMPLIANCE WITH

APPLICABLE CODES AND STANDARDS.

2 CEILING-MOUNTED DEVICES TO BE CENTERED IN CEILING TILES OR GYPSUM

CEILING PANELS UNO.

D. MISCELLANEOUS

1 ALL WALL HUNG CASEWORK, GRAB BARS, DOOR HARDWARE AND EQUIPMENT

ATTACHED TO WALLS SHALL BE ANCHORED TO 2x6 WOOD BLOCKING

ANCHORED BETWEEN STUDS UNLESS OTHERWISE NOTED. BLOCKING SHALL BE

CONTINUOUS AND LOCATED BOTH AT BOTTOM AND TOP OF EQUIPMENT.

M A

18" MIN

SINGLE BRAILLE CELL

BLANK CELL SPACE BETWEEN WORDS

RAISED DOT

NO RAISED DOT

RAISED DOT

1'-6"

DISTANCE BETWEEN CORRESPONDING

DOTS IN ADJACENT CELL

DISTANCE BETWEEN

CORRESPONDING DOTS

FROM

ONE CELL DIRECTLY BELOW

DISTANCE BETWEEN

DOTS IN THE SAME CELL

DISTANCE BETWEEN

DOTS IN THE SAME CELL

FUG 3

M A

FUG

703.3.5 - CHARACTER

HEIGHT

703.3.10 - HEIGHT OF RAISED

CHARACTERS ABOVE FLOOR

703.3.11 - LOCATION OF

SIGNS AT DOORS

703.4.3 - BRAILLE MEASUREMENTS

703.4.4 - POSITION OF

BRAILLE

703.4.5 - HEIGHT OF BRAILLE

CHARACTERS ABOVE FLOOR

18" MIN

12" MIN

24" MAX

48" MIN

24" MAX

5'-0" MIN

D O

O R

T H

D O

O R

T H

5'-0" MIN

D O

O R

T H

5'-0" MIN

4" MAX

M A

12" MIN 12" MIN

M A

10" MAX

60" MIN 60" MIN

36" MIN

17"-25"

11" MIN @ 9" AFF

8" MIN @ 17" AFF

48" MIN

0"-9" AFF 9"-27" AFF

304.3.1: TYPICAL ADA

RESTROOM CLEARANCE

REQUIREMENTS - CIRCULAR

304.3.1: TYPICAL ADA

RESTROOM CLEARANCE

REQUIREMENTS - T-SHAPED

306.2: TOE CLEARANCE 306.3: KNEE CLEARANCE

403.5 CLEAR WIDTH OF

AN ACCESSIBLE ROUTE

404.2.5.3 MANEUVERING CLEARANCE

AT RECESSED DOORS - PUSH SIDE 404.2.5.3 MANEUVERING CLEARANCE

AT RECESSED DOORS - PULL SIDE

404.2.5 TWO DOORS IN A SERIES 404.2.5 TWO DOORS IN A SERIES 404.2.5 TWO DOORS IN A SERIES

305.3: SIZE OF CLEAR

FLOOR SPACE

308.2.1 UNOBSTRUCTED

FORWARD REACH

307.2: LIMITS OF

PROTRUDING OBJECTS

308.3.1 UNOBSTRUCTED

SIDE REACH

1. ACCESSIBILITY DETAILS SHOWN SHALL BE USED WHERE ACCESSIBLE WORK IS

IDENTIFIED IN THESE DOCUMENTS. CONTRACTOR SHALL THOROUGHLY REVIEW

THESE DOCUMENTS. SHOULD ANY

CONFLICTS IN THESE DOCUMENTS ARISE, THE CONTRACTOR SHALL NOTIFY

OWNER'S REPRESENTATIVE IN WRITING PRIOR TO PURCHASE, INSTALLATION, AND

CONSTRUCTION OF ANY ELEMENT OF THE WORK.

2. APPLICABLE ACCESSIBILITY STANDARDS AND CODES ARE SHOWN IN THE CODE

INFORMATION ON SHEET G-002.

3. WHERE MORE THAN ONE CODE AND/ OR STANDARD IS INDICATED AS BEING

APPLICABLE, THE MOST STRINGENT REQUIREMENTS SHALL BE ADHERED TO.

4. TOE CLEARANCE AT THE FRONT OF TOILET PARTITIONS IS NOT REQUIRED IN A

COMPARTMENT GREATER THAN 5'-2" DEEP WITH A WALL-HUNG WATER CLOSET OR

5'-5" DEEP WITH A FLOOR-MOUNTED WATER CLOSET. TOE CLEARANCE AT THE

SIDE IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 5'-6" WIDE (ICC/ANSI

A117.1). TOE CLEARANCE IS EXCLUSIVE OF PARTITION SUPPORT MEMBERS. IF

DEPTH OF STALL IS GREATER THAN 5'-0" TOE CLEARANCE DOES NOT APPLY -

(ICC/ANSI A117.1 GOVERNS).

5. THE MOUNTING HEIGHT DIAGRAMS DO NOT NECESSARILY REPRESENT ALL OF

THE WALL MOUNTED ITEMS FOR THE PROJECT. ADDITIONALLY, SOME ITEMS MAY

BE SHOWN THAT ARE NOT IN THE PROJECT. COORDINATE W/ ARCHITECT FOR

MOUNTING HEIGHT ON ITEMS NOT REPRESENT IN DIAGRAM

6. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL WALL MOUNTED ITEMS

(INCLUDING, BUT NOT LIMITED TO, MAP RAILS, MARKER BOARDS, SIGNAGE,

CASEWORK, MILLWORK, AND TOILET ACCESSORIES).

7. THESE DIAGRAMS ARE ILLUSTRATIVE AND FOR INFORMATION ONLY; THE

CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE

FEDERAL, STATE, AND LOCAL CODES AND ACCESSIBILITY REGULATIONS.

8. ALL ACCESSORIES ARE TO BE 1-1/2" CLEAR OF EDGES OF GRASPABLE SURFACE

OF A GRAB BAR COAT HOOK/BUMPER ON BACK OF STALL DOORS TO BE MOUNTED

AT 48"AFF IN ACCESSIBLE AND AMBULATORY STALLS AND 60" IN STANDARD STALL

ALL EXPOSED PIPES WITH REQUIRED KNEE & TOE CLEARANCE ARE REQUIRED TO

HAVE AN INSULATED PIPE WRAP.

9. ALL LAVS & SINKS TO MEET REACH RANGE REQUIREMENTS TO DEPTH OF BOWL,

UNO.SEE TOILET ROOM PLAN(S) FOR REQUIRED ACCESSORIES. TOILET

ACCESSORY STYLES MAY VARY FROM REPRESENTED SYMBOL. ALL OPERATING

MECHANISMS ARE TO BE WITHIN REACH RANGE PER MANUFACTURER'S

RECOMMENDED ACCESSIBLE MOUNTING HEIGHT. COORDINATE W/ ARCHITECT IF

MANUFACTURER DOES NOT HAVE A RECOMMENDED ACCESSIBLE MOUNTING

HEIGHT.

10. AT TOILET ROOMS, TILE TO BE COORDINATED W/ WALL MOUNTED ITEMS. IF TILE

TERMINATES BELOW WALL MOUNTED ITEM, PROVIDE BLOCKING AND SEALANT TO

CLOSE OFF ANY GAPS. DO NOT RUN TILE AROUND ITEM. IF TILE TERMINATES

HORIZONTALLY ALONG A WALL MOUNTED ITEM, COORDINATE TILE EXTENTS W/

ARCHITECT PRIOR TO INSTALLATION OF TILE. ALL ACCESSORIES ARE TO

PROTRUDE LESS THAN 4" FROM WALL OR BE PLACED OUTSIDE OF A CIRCULATION

PATH.

11. THRESHOLDS AT DOORWAYS SHALL BE 1/2" MAXIMUM IN HEIGHT ( ICC/ANSI A117.1-

CHAPTER 4/SECTION 404.2.4). RAISED THRESHOLDS AND CHANGES IN LEVEL AT

DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303.

-EXCEPTION: AN EXISTING OR ALTERED THRESHOLD SHALL BE PERMITTED TO BE

3/4" MAXIMUM IN HEIGHT PROVIDED THAT THE THRESHOLD HAS A BEVELED EDGE

ON EACH SIDE WITH A MAXIMUM SLOPE OF 1:2 FOR THE HEIGHT EXCEEDING 1/4"

ADA STANDARDS NOTES

MAX

1'-0" 3'-6" MIN

T O

S E

A T

A X

T O

O U

T L E

T O

F D

E N

S E

T O

M A

X A

F F

A X

T O

B A

7" MIN - 9" MAX

GRAB BAR

SANITARY NAPKIN

DISPOSAL @ WOMEN

UNISEX, SUGGESTED

LOCATION

GRAB

BAR

A X

T O

B A

3'-6"

TO 1'-6" MAX

1'-4" MIN

SANITARY NAPKIN

DISPOSAL @ WOMEN OR

UNISEX, SUGGESTED

LOCATION

1 1/2"

3'-0" MIN 6" MAX

2'-0" MIN 1'-0" MIN

3'-0" MAX

A X

3'-5" MAX

3'-3" MIN VERTICAL GRAB BAR

TO COMPLY W/ICC/ANSI

A117.1

TOILET PAPER

DISPENSER

11" MIN - 1'-5" MAX

FOR CHILDREN'S USE

4'-4" MIN

A X

SIDE VIEW FRONT VIEW

1'-2" MIN - 1'-7" MAX

FOR CHILDREN'S USE

VERTICAL GRAB BAR

TO COMPLY W/ ICC/ANSI A117.1

2'-6" MIN

A X

SIN

CLEAR FLOOR

SPACE

GREATER THAN 24" DEEP

2'-6" MIN 3'-0" IF ALCOVE

URINAL

CLEAR FLOOR SPACE

2'-6" MIN

5'-0" 4

L O

O R

M O

U T

A L

L H

U N

1'-6" MAX

1'-4" MIN TO

A X

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

5'-0" 4

L O

O R

M O

U N

A L

L H

U N

1'-6" MAX

1'-4" MIN TO

4'-0" MIN

1'-7" MAX

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

CLEARANCE AT WATER CLOSET

CLEARANCE AT SINK CLEARANCE AT URINAL

4'-6"

RELATIONSHIP OF FIXTURES AND CLEARANCES

2'-2"

6'-0"

UP-SWINGING

GRAB BAR

CLEAR FLOOR

SPACE

WATER

CLOSET

SINK

2'-6" MIN

GRAB BAR

T O

S P

O U

A X

CLR FLOOR SPACE

2'-6" MIN

O F

L E

A D

E D

G E

T O

B O

T T

O M

CLR TO SPOUT

2'-0" MIN

WIDTH OF ALCOVE

4'-0" MIN

FACE OF ADJACENT WALL

ADA

COMPLIANT

EWC

STANDARD

EWC

APRON2

A X

FRONT VIEW

6" MAX 8" MIN

O F

L E

A D

E D

G E

T O

B O

T T

O M

1'-3" MIN5" MAX

DEPTH OF ALCOVE

2'-0" MAX

A X

T O

S P

O U

EDGE OF WALL

BEYOND

SIDE VIEW

T O

O P

E R

A T

M E

C H

A N

A X4

POSTURE MIRRORPAPER TOWEL

DISPENSER WALL MTD

GARMENT HOOK SOAP DISPENSER SANITARY NAPKIN

DISPOSAL

(WOMEN'S ONLY)

COMBINATION PAPER TOWEL

DISPENSER / WASTE RECEPTACLE

T O

C O

L O

SANITARY NAPKIN/

TAMPON VENDOR

(WOMEN'S ONLY)

P E

N S

E R

S L

O T

TOILET SEAT

COVER DISPENSER

SHOWER CURTAIN ROD

T O

B O

T T

O M

A X

SOAP DISH

U F

C G

E L

DIAPER CHANGING

STATION

TOWEL BAR

TOWEL PIN

A X

HAND DRYER

HAND HELD

SHOWER

SHOWER HEAD

MIN

59"

LONG

HOSE

A X

M A

X A

F F

B O

V E

K T

O T

H E

O T

T O

M O

F R

E F

L S

U R

F A

C E

MIRROR TOILET PAPER

DISPENSER

T O

M A

INVARIES FROM 3'-4" HEIGHT

FOR MAX 6" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

VARIES FROM 3'-0" HEIGHT

FOR MAX 9" DEPTH, TO

4'-0" HEIGHT FOR MAX 1/2"

DEPTH

CENTER OF OPERATING

MECHANISM

1'-3 3/16"

4' -0

FIRE EXTINGUISHER

4" MAX.

MAX.

1'-0"

OBJECTS MOUNTED ON

POSTS OR PYLONS

UNOBSTRUCTED

FORWARD REACHING

WALKING PARALLEL TO A WALL

M A

PROTRUDING OBJECT

PROTRUDING

OBJECT

HANDICAP SIGNAGE PROPORTIONS

MEN

6" M

MEN RESTROOM SIGNAGE WOMEN RESTROOM SIGNAGE

WOMEN

6" M

2 3 4 5 6 7

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

Project No.

ARCHITECTURE & INTERIORS

1200 19TH ST NW, SUITE 220,

WASHINGTON, DC

(202)861-4600

NATIONAL ARCHIVES

AND RECORDS

ADMINISTRATION

At the Government Publishing Office

PARTIAL 4TH FLOOR RENOVATION

PHASE 2

732 North Capitol Street, NW.

WASHINGTON, DC 20401

STRUCTURAL ENGINEERING

SGH

1625 Eye Street NW, Suite 900, Washington, DC 20006 (202)239-4199

MEP ENGINEERING

Mueller 1306 Concourse Drive, Suite 100 Linthicum, MD 21090 (410)646-4500

FP/FA ENGINEERING

WFT

1801 Research Blvd Suite 100, Rockville, MD 20850 (301)230-0811

IT/SECURITY ENGINEERING

Cerami 1155 15th Street Suite 606 Washington, DC 20005 (202)448-9975

GOVERNMENT PUBLISHING OFFICE (GPO)

732 North Capitol Street, NW.

WASHINGTON, DC 20401

PHASE 2

BLDG C

G PLACE

H STREET NW

AVE

MASS

G STREET NW

N O

C A P

O L

S T R E E T

BLDG B

BLDG A

BLDG D

JACKSON ALLEY

: 0 4:

M B

3_ G

P O

-T O

-3 _N

A R

A -L ev el

-4

G P

O -A rc hi te ct ur e.

rv t

ADA STANDARDS

G204

053-10073-103

05/30/2025

Checker

Author

Designer

RRA

100% CONSTRUCTION

DOCUMENTS

C O

N S

T R

U C

N D

O C

U M

E N

T S

SCALE: 1/2" = 1'-0"

ADA ACCESSIBLE TOILET CLEARANCE

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

ADA CLEAR FLOOR SPACE

SCALE: 1/2" = 1'-0"

ADA ELECTRIC WATER COOLER

SCALE: 1/2" = 1'-0"

ADA GENERAL MOUNTING HEIGHT

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

ADA PROTRUDING OBJECTS

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

ADA RESTROOM SIGNAGES

SCALE: 3/8" = 1'-0"

ADA SIGNAGES MOUNTING HEIGHTS

SCALE: 3/8" = 1'-0"

MANEUVERING CLEARANCES

DRAWING NOTES

2367 5 489 11213141718192223 11 1016 15202124

1 NOT USED.

3 NOT USED.

36" 0.2"

STAIR 4

44" 82

36" 0.2"

STAIR 1

88" 82

36" 0.2"

STAIR 3

44" 82

1 ALL EXPOSED CEILING BEAMS BELOW FLOOR / CEILING

ASSEMBLY TO BE 2 HOUR FIRE PROTECTED.

2 EXPOSED STEEL SPLICE PLATES AT THE BOTTOM OF THE

CONCRETE ENCASED STEEL IN THE FLOOR / CEILING

ASSEMBLY TO BE 2 HOUR FIRE PROTECTED.

3 LANDLORD (GPO) HAS AGREED TO ISSUE A LETTER TO NARA

ALLOWING ACCESS TO COMMON SPACE OUTSIDE STAIR 4.

LETTER WILL BE PLACED ON DRAWING AFTER RECEIPT.

GENERAL NOTES

LONGEST DIAGONAL 320'

EXITS SEPARATION OF 125' > 1/3 LONGEST DIAGONAL

OF SPACE . MIMIMUM SEPARATION IS 106'.

195' MTD

NOT USED.

214' MTD

4 OWNER CONTROLLED AREA - OWNER TO MAINTAIN 44" WIDE

PATH OF EGRESS AT ALL TIMES.

ONE HOUR FIRE BARRIER

TWO HOUR FIRE BARRIER

EXIT TRAVEL PATH

(ARROW INDICATES

DIRECTION OF TRAVEL)

COMMON PATH OF TRAVEL

MAXIMUM TRAVEL DISTANCE

CPT

MTD

LIFE SAFETY SYMBOLS

5# ABC PORTABLE FIRE

EXTINGUISHER

EXIT SIGN DOUBLE SIDED BOTH ARROWS

EXIT SIGN DOUBLE SIDED FRONT LEFT

EXIT SIGN DOUBLE SIDED FRONT RIGHT

EXIT SIGN FRONT SIDE BOTH ARROWS

EXIT SIGN FRONT SIDE NO ARROWS

EXIT SIGN BOTH SIDES NO ARROWS

EXIT SIGN FRONT SIDE LEFT ARROW

EXIT SIGN FRONT SIDE RIGHT ARROW

36" 0.2"

STAIR 2

44" 82

EGRESS CAPACITY

FACTOR

# OF EXITING

OCCUPANTS

EXITING

IDENTIFICATION

44" 0.3"

EXIT 'X'

MIN REQ'D WIDTH

60" 140

PROVIDED WIDTH

4 MAXIMUM TRAVEL DISTANCE FOR STORAGE USE GROUP 250'

PER 2015 IBC 1017.2.

ARCHIVAL STORAGE "A"

A401

MECH ROOM 3

A405

MECH ROOM 2

A403

MECH ROOM 1

A404

ARCHIVAL STORAGE "B"

A402

STAIR 3

ELEVATOR #10

EL10

ELEVATOR #9

EL11

ELEVATOR #1

EL1

ELEVATOR #2

EL2

STAIR 1

ELEVATOR #12

EL12

ELEVATOR #11

EL13

ELEVATOR #5

EL5

ELEVATOR#8

EL5A

STAIR 4

STAIR 2

ELEVATOR #3

EL3

ELEVATOR #4

EL4

SHAFT #3

SH3

SHAFT #1

SH1

SHAFT #2

SH2

SHAFT #4

SH4

SHAFT #7

SH7

SHAFT #8

SH8

SHAFT #9

SH9

SHAFT #10

SH10

ELEVATOR #6

EL6

ELEVATOR #7

EL7

SWITCH GEAR

A415

EXISTING STORAGE 2

A417

MECH ROOM 4

A406

5 ALL SHELVING PROVIDED AND INSTALLED IN PHASE 2.

5 ALL PENETRATIONS EXISTING OR NEW IN FIRE RATED

PARTITIONS TO BE SELAED IN ACCORDANCE WITH UL FIRE

RESISTIVE DIRECTORY COMMENSURATE WITH RATING OF

PARTITION.

BLDG C

G PLACE

H STREET NW

AVE

MASS

G STREET NW

N O

C A P

O L

BLDG B

BLDG A

BLDG D

1/4"

JACKSON ALLEY

2 3 4 5 6 7

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

Project No.

ARCHITECTURE & INTERIORS

1200 19TH ST NW, SUITE 220,

WASHINGTON, DC

(202)861-4600

NATIONAL ARCHIVES

AND RECORDS

ADMINISTRATION

At the Government Publishing Office

PARTIAL 4TH FLOOR RENOVATION

732 North Capitol Street, NW.

WASHINGTON, DC 20401

NARA

8601 Adelphi Road College Park, MD 20740

STRUCTURAL ENGINEERING

SGH

1625 Eye Street NW, Suite 900, Washington, DC 20006 (202)239-4199

MEP ENGINEERING

Mueller 1306 Concourse Drive, Suite 100 Linthicum, MD 21090 (410)646-4500

FP/FA ENGINEERING

WFT

1801 Research Blvd Suite 100, Rockville, MD 20850 (301)230-0811

IT/SECURITY ENGINEERING

Cerami 1155 15th Street Suite 606 Washington, DC 20005 (202)448-9975

LICENSE NO.

EXPIRATION DATE:

PROFESSIONAL CERTIFICATION:

I CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

DULY LICENSED PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE DISTRIC OF COLUMBIA.

907868

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LIFE SAFETY PLAN LEVEL 4

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

8' 4' 8' 16'0'

G205

67 5

12131417 11 1016 15

ONE HOUR FIRE BARRIER

TWO HOUR FIRE BARRIER

EXIT TRAVEL PATH

(ARROW INDICATES

DIRECTION OF TRAVEL)

COMMON PATH OF TRAVEL

MAXIMUM TRAVEL DISTANCE

CPT

MTD

LIFE SAFETY SYMBOLS

5# ABC PORTABLE FIRE

EXTINGUISHER

EXIT SIGN DOUBLE SIDED BOTH ARROWS

EXIT SIGN DOUBLE SIDED FRONT LEFT

EXIT SIGN DOUBLE SIDED FRONT RIGHT

EXIT SIGN FRONT SIDE BOTH ARROWS

EXIT SIGN FRONT SIDE NO ARROWS

EXIT SIGN BOTH SIDES NO ARROWS

EXIT SIGN FRONT SIDE LEFT ARROW

EXIT SIGN FRONT SIDE RIGHT ARROW

1 ALL EXPOSED CEILING BEAMS BELOW FLOOR / CEILING

ASSEMBLY TO BE 2 HOUR FIRE PROTECTED.

2 EXPOSED STEEL SPLICE PLATES AT THE BOTTOM OF THE

CONCRETE ENCASED STEEL IN THE FLOOR / CEILING

ASSEMBLY TO BE 2 HOUR FIRE PROTECTED.

3 LANDLORD (GPO) HAS AGREED TO ISSUE A LETTER TO NARA

ALLOWING ACCESS TO COMMON SPACE OUTSIDE STAIR 4.

LETTER WILL BE PLACED ON DRAWING AFTER RECEIPT.

GENERAL NOTES

4 MAXIMUM TRAVEL DISTANCE FOR STORAGE USE GROUP 250'

PER 2015 IBC 1017.2.

5 ALL PENETRATIONS EXISTING OR NEW IN FIRE RATED

PARTITIONS TO BE SELAED IN ACCORDANCE WITH UL FIRE

RESISTIVE DIRECTORY COMMENSURATE WITH RATING OF

PARTITION.

STAIR 3

EXISTING MECHNICAL ROOM

A421

BLDG C

G PLACE

H STREET NW

AVE

MASS

G STREET NW

N O

C A P

O L

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BLDG A

BLDG D

1/4"

JACKSON ALLEY

2 3 4 5 6 7

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

Project No.

ARCHITECTURE & INTERIORS

1200 19TH ST NW, SUITE 220,

WASHINGTON, DC

(202)861-4600

NATIONAL ARCHIVES

AND RECORDS

ADMINISTRATION

At the Government Publishing Office

PARTIAL 4TH FLOOR RENOVATION

732 North Capitol Street, NW.

WASHINGTON, DC 20401

NARA

8601 Adelphi Road College Park, MD 20740

STRUCTURAL ENGINEERING

SGH

1625 Eye Street NW, Suite 900, Washington, DC 20006 (202)239-4199

MEP ENGINEERING

Mueller 1306 Concourse Drive, Suite 100 Linthicum, MD 21090 (410)646-4500

FP/FA ENGINEERING

WFT

1801 Research Blvd Suite 100, Rockville, MD 20850 (301)230-0811

IT/SECURITY ENGINEERING

Cerami 1155 15th Street Suite 606 Washington, DC 20005 (202)448-9975

LICENSE NO.

EXPIRATION DATE:

PROFESSIONAL CERTIFICATION:

I CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM A

DULY LICENSED PROFESSIONAL ENGINEER UNDER

THE LAWS OF THE DISTRIC OF COLUMBIA.

907868

08-31-2026

/2 0 2

M B

-1

-0

P O

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A -L ev el

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LIFE SAFETY NEW WORK PLAN - LEVEL

4 NORTH

G106

053-10073-103

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Checker

Author

Designer

RRA

100% CONSTRUCTION

DOCUMENTS

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

LIFE SAFETY NEW WORK PLAN - LEVEL 4 NORTH

G206

ABBREVIATION WORD OR PHRASE

& AND

@ AT

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AESS ARCHITECTURAL EXPOSED

STRUCTURAL STEEL

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT

ASD ALLOWABLE STRENGTH DESIGN

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BLK'G BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BTW BETWEEN

C CAMBER

CC CENTER TO CENTER

CJ CONTROL JOINT

CIP CAST-IN-PLACE

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CJP COMPLETE JOINT PENETRATION

DIA, Ø DIAMETER

DIAG DIAGONAL

DL DEAD LOAD

DN DOWN

DO DITTO

DWG(S) DRAWING(S)

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EMBED EMBEDMENT

EQ EQUAL

ES EACH SIDE

EW EACH WAY

FDN FOUNDATION

FF FINISH FLOOR

FG FINISH GRADE

FIN FINISH

FLR FLOOR

FRP FIBER REINFORCED POLYMER

FS FAR SIDE

FT OR ' FOOT, FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GL GRID LINE

GR GRADE

HDG HOT-DIP GALVANIZED

HGR HANGER

HORIZ HORIZONTAL

HSB HIGH STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

IN OR " INCH, INCHES

ABBREVIATION WORD OR PHRASE

JST JOIST

K KIPS

KSI KIPS PER SQUARE INCH

LBS POUNDS

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LW LIGHTWEIGHT

LVL LAMINATED VENEER LUMBER

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

MBC MASSACHUSETTS BUILDING CODE

MCR MASSACHUSETTS CODE OF

REGULATIONS

(N) NEW

NO, # NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

NW NORMAL WEIGHT

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

PART PARTIAL

PCF POUNDS PER CUBIC FOOT

PL PLATE

PLY PLYWOOD

PJP PARTIAL JOINT PENETRATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RAD RADIUS

RD ROOF DRAIN

REINF REINFORCING

REQ'D REQUIRED

SCHED SCHEDULE

SIM SIMILAR

SOG SLAB ON GRADE

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WP WORK POINT

WWR WELDED WIRE REINFORCING

S P E C I F I C A T I O N S

1. REFER TO PROJECT SPECIFICATIONS FOR DETAILED REQUIREMENTS FOR MATERIALS AND WORKMANSHIP.

E L E V A T I O N S A N D D I M E N S I O N S

1. ALL ELEVATIONS AND DIMENSIONS SHOWN FOR NEW CONSTRUCTION ARE BASED ON THE ARCHITECTURAL DRAWINGS. COORDINATE ALL ELEVATIONS AND DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION.

2. FIELD VERIFY ALL ELEVATIONS AND DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION.

3. EXISTING BUILDING INFORMATION SHOWN IS BASED ON EXISTING BUILDING DRAWINGS, FIELD OBSERVATIONS, OR AS INDICATED ON THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING INFORMATION SHOWN (DIMENSIONS, ELEVATIONS, ETC.) AND NOTIFY THE ARCHITECT

AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES.

4. NEW FRAMED FLOOR ELEVATIONS ARE TO MATCH EXISTING ADJACENT FLOOR ELEVATIONS UNLESS INDICATED OTHERWISE. FOUNDATION ELEVATIONS OR THE LENGTH OF VERTICAL LOAD CARRYING ELEMENTS SHALL BE ADJUSTED WITH THE APPROVAL OF THE STRUCTURAL ENGINEER TO ACHIEVE MATCHING SLAB

ELEVATIONS.

B U I L D I N G C O D E

1. THE FOLLOWING BUILDING CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS REFERENCED WITHIN, SHALL APPLY TO THE DESIGN, CONSTRUCTION, QUALITY CONTROL, AND SAFETY OF ALL WORK PERFORMED

ON THE PROJECT.

A. "DISTRICT OF COLUMBIA BUILDING CODE SUPPLEMENT – 2017," (12 DCMR A), DISTRICT OF COLUMBIA

MUNICIPAL REGULATIONS.

B. "DISTRICT OF COLUMBIA EXISTING BUILDING CODE SUPPLEMENT – 2017," (12 DCMR J), DISTRICT OF

COLUMBIA MUNICIPAL REGULATIONS.

C. "INTERNATIONAL BUILDING CODE – 2015," INTERNATIONAL CODE COUNCIL, INCLUDING LOCAL

JURISDICTION AMENDMENTS.

D. "INTERNATIONAL EXISTING BUILDING CODE – 2015," INTERNATIONAL CODE COUNCIL, INCLUDING LOCAL

JURISDICTION AMENDMENTS.

E. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES," (ASCE/SEI 7 – 10, 2010), AMERICAN

SOCIETY OF CIVIL ENGINEERS.

F. ADDITIONAL CODES AND STANDARDS FOR DIFFERENT MATERIALS ARE LISTED IN THE SECTIONS THAT

FOLLOW.

D E S I G N L O A D S

1. UNIFORM FLOOR LIVE LOADS

A. LOBBIES/STAIRS/EXITS: 100 PSF

B. MECHANICAL FLOOR AREAS: 125 PSF (UNLESS NOTED ON PLAN)

C. TYPICAL FLOOR AREAS: SEE PLANS

2. WIND LOAD PARAMETERS

A. BASIC WIND SPEED (3-SECOND GUST), V = 115 MPH

B. RISK CATEGORY = II

C. EXPOSURE CATEGORY: B

D. INTERNAL PRESSURE COEFFICIENT:

1. GC(PI) = +/- 0.18

E. EXISTING BUILDINGS: THE SCOPE OF WORK ON THIS PROJECT DOES NOT CHANGE THE DEMAND UPON

NOR REDUCE THE RESISTANCE PROVIDED BY THE WIND FORCE RESISTING SYSTEMS (WFRS) BY MORE THAN 10%. BASED ON IEBC REQUIREMENTS, NO EVALUATION OR UPGRADE OF THE EXISTING WFRS HAS

BEEN CONDUCTED.

3. SEISMIC LOAD PARAMETERS

A. RISK CATEGORY = II

B. SEISMIC IMPORTANCE FACTOR, IE = 1.0

C. MAPPED SPECTRAL RESPONSE ACCELERATIONS

1. S(S) = 0.118

2. S(1) = 0.051

D. SITE CLASS: D

E. SPECTRAL RESPONSE COEFFICIENTS

1. S(DS) = 0.126

2. S(D1) = 0.081

F. SEISMIC DESIGN CATEGORY = B

G. EXISTING BUILDINGS: THE SCOPE OF WORK ON THIS PROJECT DOES NOT CHANGE THE SEISMIC DEMAND

UPON NOR REDUCE THE RESISTANCE PROVIDED BY THE SEISMIC FORCE RESISTING SYSTEMS (SFRS) BY MORE THAN 10%. BASED ON IEBC REQUIREMENTS, NO EVALUATION OR UPGRADE OF THE EXISTING SFRS

HAS BEEN CONDUCTED.

G E N E R A L

1. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED FOR THE STRUCTURE SELF WEIGHT, SUPERIMPOSED GRAVITY AND LATERAL LOADS INDICATED IN THE DESIGN LOAD CRITERIA ABOVE, AND OTHER LOADS WHERE INDICATED IN THE DRAWINGS AND/OR SPECIFICATIONS. EVALUATION OF

TEMPORARY CONSTRUCTION LOADS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT JURISDICTION TO EVALUATE EXISTING STRUCTURAL AND FOUNDATION ELEMENTS FOR THEIR ABILITY TO SUPPORT PROPOSED CONSTRUCTION LOADS AND TO PROVIDE PROPER STRUCTURAL DESIGN OF SCAFFOLDING, FALSE WORK, STAGING, BRACING, SEQUENCING, SHEETING AND SHORING, ETC.

2. DEVELOPING AND IMPLEMENTING JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE SOLELY THE

RESPONSIBILITY OF THE CONTRACTOR.

3. ALL COSTS OF INVESTIGATION AND REDESIGN DUE TO CONTRACTOR MIS-LOCATION OF STRUCTURAL ELEMENTS OR OTHER LACK OF CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS SHALL BE AT THE

CONTRACTOR'S EXPENSE.

4. CONTRACTOR SHALL REFER TO OTHER DISCIPLINES' DRAWINGS INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF

OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS, INSERTS, AND DEPRESSIONS.

5. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILED INFORMATION REGARDING FINISHES, WATERPROOFING, FIREPROOFING, ETC.

6. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DETAILS, THE MOST STRINGENT

SHALL GOVERN.

7. WORK IN SOME AREAS IS NOT EXPLICITLY DETAILED ON THE DRAWINGS BUT IS IMPLIED TO BE SIMILAR TO

CORRESPONDING AREAS. WORK IN THESE AREAS SHALL BE THE SAME AS THAT SHOWN AT THE

CORRESPONDING LOCATIONS.

S U B M I T T A L S

1. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS ARE REQUIRED TO BE SUBMITTED BY THE CONTRACTOR AND REVIEWED BY THE STRUCTURAL ENGINEER. IF A CONTRACTOR OR OWNER FAILS TO SUBMIT THE SHOP DRAWINGS, SIMPSON GUMPERTZ & HEGER INC. WILL NOT BE

RESPONSIBLE FOR THE STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT.

2. UNAUTHORIZED REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR RE- SUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE

REJECTED AND RETURNED.

3. SHOP DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY IN PORTABLE DOCUMENT FORMAT (PDF). A MARKED-UP PDF COPY OF THE SHOP DRAWINGS WITH THE STRUCTURAL ENGINEER'S COMMENTS WILL BE

RETURNED TO THE CONTRACTOR.

4. ALLOW 10 BUSINESS DAYS FOR STRUCTURAL REVIEW OF SHOP DRAWINGS. THIS TIME SHOULD BE ALLOTTED

IN THE CONTRACTOR'S SCHEDULE.

5. SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S STAMP OF APPROVAL WHICH SHALL CONSTITUTE CERTIFICATION THAT THEY HAVE VERIFIED ALL FIELD MEASUREMENTS, CONSTRUCTION CRITERIA, MATERIALS, AND SIMILAR DATA AND HAVE CHECKED EACH DRAWING FOR COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS. SHOP DRAWINGS NOT REVIEWED BY THE CONTRACTOR

WILL NOT BE REVIEWED BY SIMPSON GUMPERTZ & HEGER.

6. THE CONTRACTOR SHALL SUBMIT FOR REVIEW SIGNED AND SEALED DRAWINGS AND CALCULATIONS PREPARED BY A SPECIALTY STRUCTURAL ENGINEER REGISTERED IN THE PROJECT'S JURISDICTION FOR THE FOLLOWING ASSEMBLIES. THIS REVIEW SHALL BE FOR GENERAL CONFORMANCE WITH THE PROJECT'S PARAMETERS AS INDICATED ON THE DRAWINGS, SPECIFICATIONS, AND GENERAL NOTES. THE DESIGN OF THE FOLLOWING ASSEMBLIES IS THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER WHO HAS SIGNED AND SEALED THESE DRAWINGS AND CALCULATIONS. THESE SUBMISSIONS SHALL BE MADE AVAILABLE IN CONJUNCTION WITH OR PRIOR TO THE SHOP DRAWING FOR THE PRIMARY BUILDING STRUCTURE THAT

SUPPORT THESE ASSEMBLIES.

A. SHELVING STORAGE STRUCTURE: REFER TO SHEET S100 FOR LOADING REQUIREMENTS. NOTE THAT

MAXIMUM LOAD CAPACITY OF SHELVING SHALL BE NOTED OR POSTED THROUGHOUT SPACE TO INDICATE

LOADING LIMITATIONS. SHELVES MANUFACTURED BY LYON, 8000 SERIES

7. CONTRACTOR SHALL FURNISH DIMENSIONED SHOP DRAWINGS SHOWING LOCATIONS OF ALL SLEEVES AND OPENINGS REQUIRED BY ALL TRADES FOR REVIEW BY THE MEP, ARCHITECT, AND STRUCTURAL ENGINEER.

THESE DRAWINGS SHALL BE SUBMITTED FOR REVIEW A MINIMUM 21 DAYS PRIOR TO PLACEMENT OF THE

SLEEVES AND OPENINGS.

S T R U C T U R A L S T E E L & M I S C . C A R B O N S T E E L

1. CODES AND STANDARDS:

A. "THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," AISC 360-10, AMERICAN INSTITUTE OF STEEL

CONSTRUCTION, INC.

B. "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES," AISC 303-10, AMERICAN INSTITUTE

OF STEEL CONSTRUCTION.

C. "STRUCTURAL WELDING CODE – STEEL," AWS D1.1-2010, AMERICAN WELDING SOCIETY.

2. DESIGN GUIDES:

A. "STEEL CONSTRUCTION MANUAL," FOURTEENTH EDITION, AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC., 2010.

3. STRUCTURAL SHAPES:

A. ANGLES AND PLATES: ASTM A36

4. FABRICATION:

A. SHOP FABRICATE TO GREATEST EXTENT POSSIBLE BY WELDING, INCLUDING BEAM STIFFENERS, COLUMN

CAPS AND BASES, HOLES, AND CONNECTIONS. SUBMIT COMPLETE SHOP DRAWINGS FROM FIELD

DIMENSIONS FOR THE ARCHITECT'S APPROVAL OF ALL STRUCTURAL STEEL PRIOR TO FABRICATION.

B. PRIOR TO STARTING FABRICATION, CERTIFIED COPIES OF THE MILL TEST REPORTS SHALL BE SUBMITTED

TO THE STRUCTURAL ENGINEER FOR REVIEW.

6. INSPECTION AND TESTING:

A. THE OWNER SHALL ENGAGE A TESTING AGENCY TO PROVIDE SERVICES AS INDICATED ON S002.

FLOOR PLATE 3" x 3" x 1/4"

STORAGE SHELF TEE POST

3/8" Ø x 3 1/2" HILTI KWIK

HUS-EZ OR SIM, MIN

FLOOR ANGLE w/ HEX HEAD

MACH. SCREW & NUT OR SIM

(TBD BY SHELF MFR)

TOP OF FINISHED FLOOR

BLDG C

G PLACE

H STREET NW

AVE

MASS

G STREET NW

N O

C A P

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BLDG B

BLDG A

BLDG D

/4"

JACKSON ALLEY

2 3 4 5 6 7

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

Project No.

Scale:

ARCHITECTURE & INTERIORS

1200 19TH ST NW, SUITE 220,

WASHINGTON, DC

(202)861-4600

NATIONAL ARCHIVES

AND RECORDS

ADMINISTRATION

At the Government Publishing Office

PARTIAL 4TH FLOOR RENOVATION

PHASE 2

732 North Capitol Street, NW.

WASHINGTON, DC 20401

STRUCTURAL ENGINEERING

SGH

1625 Eye Street NW, Suite 900, Washington, DC 20006 (202)239-4199

MEP ENGINEERING

Mueller 1306 Concourse Drive, Suite 100 Linthicum, MD 21090 (410)646-4500

FP/FA ENGINEERING

WFT

1801 Research Blvd Suite 100, Rockville, MD 20850 (301)230-0811

IT/SECURITY ENGINEERING

Cerami 1155 15th Street Suite 606 Washington, DC 20005 (202)448-9975

GOVERNMENT PUBLISHING OFFICE (GPO)

732 North Capitol Street, NW.

WASHINGTON, DC 20401

PHASE 2

M GENERAL NOTES

S001

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NTSS001

ANCHOR / FOOT PLATE DETAIL1

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BLDG A

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/4"

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H STREET NW

AVE

MASS

G STREET NW

N O

C A P

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BLDG A

BLDG D

/4"

JACKSON ALLEY

KEY PLAN

BLDG C

G PLACE

H STREET NW

AVE

MASS

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N O

C A P

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S T R E E T

BLDG B

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S T R E E T

BLDG B

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JACKSON ALLEY

sible for determining that the architectural designs in cation are in compliance with all laws an regulations olumbia. I have pemvrsonally prepared, or directly s ment of, the architectural designs include in this ap

Structural plans certified as provided in Section 106.1.4.1 of the DC construction codes supplement as amended to date

05/29/2025

BLDG C

G PLACE

H STREET NW

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MASS

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N O

C A P

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BLDG B

BLDG A

BLDG D

/4"

JACKSON ALLEY

2 3 4 5 6 7

KEY PLAN

REVISIONS

FILE LOG

ACTIVITY

Draw

Design

Manager

Check

STAMP

Project No.

Scale:

ARCHITECTURE & INTERIORS

1200 19TH ST NW, SUITE 220,

WASHINGTON, DC

(202)861-4600

NATIONAL ARCHIVES

AND RECORDS

ADMINISTRATION

At the Government Publishing Office

PARTIAL 4TH FLOOR RENOVATION

PHASE 2

732 North Capitol Street, NW.

WASHINGTON, DC 20401

STRUCTURAL ENGINEERING

SGH

1625 Eye Street NW, Suite 900, Washington, DC 20006 (202)239-4199

MEP ENGINEERING

Mueller 1306 Concourse Drive, Suite 100 Linthicum, MD 21090 (410)646-4500

FP/FA ENGINEERING

WFT

1801 Research Blvd Suite 100, Rockville, MD 20850 (301)230-0811

IT/SECURITY ENGINEERING

Cerami 1155 15th Street Suite 606 Washington, DC 20005 (202)448-9975

GOVERNMENT PUBLISHING OFFICE (GPO)

732 North…

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