B401 Tenant6 Dry Cooler IFC Plans - Combined.pdf

UNCLASSIFIED

UNCLASSIFIED

BUILDING 401 TENANT 6

IFC SUBMISSION

FEBRUARY 6, 2025

MASON & HANGER

4880 Sadler Road, Suite 300 Glen Allen, VA 23060 p: [804] 285-4171 f: [804] 217-8520

KCCT

Architecture | Planning | Interiors

1120 Connecticut Avenue, NW, Suite 1250 Washington, DC 20036

PROJECT NO:

DESIGNED BY:

DRAWN BY:

APPROVED BY:

EPS NO:

SHEET

WORK ORDER NO:

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INDEX OF DRAWINGS

MSD

TWM

MSD

353.06 738785

BUILDING 401

MSD

02/06/2025

IFC

SUBMISSION

DRAWING INDEX

Sheet No. Sheet Title

CLIN 1

TENANT 6

CLIN 2

DRY

COOLER

GENERAL

G0.00 COVER SHEET X X

G0.01 INDEX OF DRAWINGS X X

CIVIL

C0.01 ABBREVIATIONS LEGEND AND GENERAL NOTES X

C1.10 EXISTING CONDITIONS AND DEMOLITION PLAN X

C1.20 DIMENSIONAL LAYOUT PLAN X

C1.30 UTILITY PLAN X

C1.90 EROSION AND SEDIMENT CONTROL-PHASE I X

C5.01 EROSION AND SEDIMENT CONTROL DETAILS X

ARCHITECTURAL

A0.01 ABBREVIATIONS, SYMBOLS, AND DESIGNATIONS X

A0.10 SPECIAL WALL PLAN - LEVEL 2 X

AD1.00 DEMOLITION PLAN - LEVEL 2 X

A1.00 NEW WORK PLAN - LEVEL 2 X

A1.10 DIMENSION PLAN - LEVEL 2 X

A1.20 REFLECTED CEILING PLAN - LEVEL 2 X

A1.30 FURNITURE & EQUIPMENT PLAN - LEVEL 2 X

A4.20 INTERIOR ELEVATIONS X

A4.21 INTERIOR ELEVATIONS X

A4.22 INTERIOR ELEVATIONS X

A5.00 INTERIOR DETAILS - MISC X

A5.01 RCP DETAILS X

A5.02 INTERIOR DETAILS - MISC X

A6.00 PARTITION SCHEDULE X

A6.30 DOOR SCHEDULE X

A6.31 SECURITY HARDWARE X

A6.32 DOOR DETAILS X

A6.33 DOOR DETAILS X

A6.40 FURNITURE & EQUIPMENT SCHEDULES X

A6.41 FINISH SCHEDULE X

A6.42 FINISH LEGEND X

A6.50 FINISH PLAN - LEVEL 2 X

A7.00 SIGNAGE PLAN - LEVEL 2 X

A7.01 SIGNAGE SCHEDULE X

A7.08 SIGNAGE DETAILS X

STRUCTURAL

S0.01 GENERAL NOTES X

S0.02 ABBREVIATIONS X

S1.03 LEVEL 3 - FRAMING PLAN X

MECHANICAL

M0.01 ABBREVIATIONS AND LEGEND X X

M0.02 GENERAL NOTES X X

M1.02D DUCTWORK FLOOR PLAN - LEVEL 2 - DEMOLITION X

M1.12D PIPING FLOOR PLAN - LEVEL 2 - DEMOLITION X

M1.02 DUCTWORK FLOOR PLAN - LEVEL 2 X

M1.11 LEVEL 1 PIPING PLAN X

M1.12 PIPING FLOOR PLAN - LEVEL 2 X X

M4.01 ENLARGED PLANS X

M5.01 MECHANICAL DETAILS X

M5.02 MECHANICAL DETAILS X

M5.03 MECHANICAL DETAILS X

M6.01 MECHANICAL SCHEDULES X X

M7.01 MECHANICAL CONTROLS AND DIAGRAMS X

M7.02 MECHANICAL CONTROLS AND DIAGRAMS X X

CONTRACTOR NOTE:

THE WORK IS DIVIDED BETWEEN TWO CLINs.

PRICE EACH CLIN SEPERATELY:

CLIN 1: TENANT 6 FIT-OUT

CLIN 2: DRY COOLER

THE INDEX OF DRAWINGS INDICATES WHICH

DRAWINGS APPLY TO EACH CLIN. DRAWINGS

THAT APPLY TO BOTH CLINs INCLUDE BOXES

AROUND WORK DESIGNATED FOR CLIN 2

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DRAWING INDEX

Sheet No. Sheet Title

CLIN 1

TENANT 6

CLIN 2

DRY

COOLER

ELECTRICAL

E0.01 LEGEND, ABBREVIATIONS, NOTES X X

E1.12 LIGHTING PLAN - LEVEL 2 X

E1.21 POWER PLAN - LEVEL 1 X

E1.22 POWER PLAN - LEVEL 2 X

E1.31 HVAC POWER PLAN - LEVEL 1 X

E1.32 HVAC POWER PLAN - LEVEL 2 X X

E5.01 DETAILS X

E6.01 SINGLE LINE DIAGRAM & PANEL SCHEDULES X

E6.02 PANEL SCHEDULES X X

E6.03 LIGHTING FIXTURE SCHEDULE X

FIRE ALARM

FA0.01 LEGEND, ABBREVIATIONS, AND GENERAL NOTES X

FA1.02 FIRE ALARM PLAN - LEVEL 2 X

FA5.01 DETAILS X

FA6.01 RISER AND INPUT/OUTPUT MATRIX X

FIRE PROTECTION

F0.01 LEGEND, ABBREVIATIONS, AND GENERAL NOTES X

F1.02 FIRE PROTECTION PLAN - LEVEL 2 X

F5.01 DETAILS X

LIFE SAFETY

LS0.01 LEGEND, ABBREVIATIONS, AND CODE ANALYSIS X

LS1.02 LIFE SAFETY PLAN - LEVEL 2 X

TELECOM

T0.01 LEGEND ABBREVIATION AND NOTES X

T0.02 TELECOM SCHEDULES X

T1.01 LEVEL 2 FLOOR PLAN - TELECOM X

T4.01 TELECOM ENLARGED PLANS X

T5.01 TELECOM DETAILS X

T5.02 TELECOM DETAILS X

T6.01 TELECOM RISER DIAGRAM X

SECURITY

SY0.01 LEGEND, ABBREVIATIONS AND NOTES X

SY1.01 LEVEL 2 FLOOR PLAN - SECURITY X

SY5.01 SECURITY DETAILS X

SY6.01 SECURITY RISER DIAGRAM X

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APPROVED BY:

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SHEET

WORK ORDER NO:

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BUILDING 401 - TENANT 6

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IFC

SUBMISSION

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02/06/2025

ABBREVIATIONS

NEW ABBREVIATIONS EXISTING ABBREVIATIONS

LEGEND

NEW SYMBOLS EXISTING SYMBOLS

GENERAL NOTES

SITE

VICINITY MAP

MOUNT WEATHER, VA 20135

19844 BLUE RIDGE MTN RD

PROJECT ADDRESS:

TRB

WAG

C0.01

AND GENERAL NOTES

ABBREVIATIONS, LEGEND

KAP

S

W

1648.00

T

C

E

ACC

DW

FW

TREES/SHRUBS

LIGHT BOLLARD

LIGHT POLE

POST INDICATOR VALVE

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

GATE VALVE

CAP

TEE

BENDS

SPOT ELEVATION

END SECTION

STORM MANHOLE

STORM INLET

SANITARY MANHOLE

COMMUNICATION MANHOLE

COMMUNICATION HANDHOLE

AIR COOLED CHILLER

TRANSFORMER

MINOR CONTOUR

MAJOR CONTOUR

GUTTER TRANSITION

CURB AND REVERSE GUTTER

CURB AND GUTTER

STORM DRAIN

ELECTRIC LINE

COMMUNICATION LINE

SANITARY SEWER LINE

FIRE WATER LINE

DOMESTIC WATER LINE

WATER LINE

ASPHALT

CONCRETE

TYP

TRANS

SD

MH

HH

ACC

TYPICAL

TRANSFORMER

STORM DRAIN

MANHOLE

HANDHOLE

AIR COOLED CHILLER

ALL CIVIL DRAWINGS AND SPECIFICATIONS ARE IN SUPPORT OF THE DRY COOLER AND NEED TO BE PRICED SEPERATELY.

COVER TO FINISHED GRADE. WATER AND SANITARY LINES SHALL HAVE A MINIMUM OF 18 INCHES CLEARANCE AT ALL CROSSINGS.

PROVIDE ALL WATER MAINS WITH A MINIMUM OF 3 FEET OF COVER TO FINISHED GRADE. PROVIDE ALL SANITARY LINES WITH A MINIMUM OF 3 FEET OF

DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY TO THE COR. RE-DESIGN AND APPROVAL SHALL BE OBTAINED IF REQUIRED.

AND DEPTH OF EXISTING UTILITIES. TEST HOLES TO BE PERFORMED AT LEAST 10 DAYS PRIOR TO START OF UTILITY CONSTRUCTION. ANY

THE CONTRACTOR SHALL DIG TEST PITS AS REQUIRED FOLLOWING NOTIFICATION AND MARKING OF ALL EXISTING UTILITIES TO VERIFY THE LOCATION

OF THE WORK SHALL RESULT IN MINIMAL POSSIBLE DISRUPTION TO MWEOC DAILY OPERATIONS THROUGHOUT THE PROGRESS OF THE WORK.

THE CONTRACTOR SHALL DEVELOP AND SUBMIT, FOR APPROVAL, A DETAILED "MAINTENANCE OF OPERATIONS PLAN" ILLUSTRATING THAT ALL PHASES

LOCATIONS OF CONTRACTOR'S EQUIPMENT, TRAILERS, AND STAGING AREAS SHALL BE COORDINATED WITH THE COR.

REFER TO SPECIFICATIONS FOR MATERIALS AND INSTALLATION REQUIREMENTS.

CONTRACTOR SHALL READ AND UNDERSTAND ALL DOCUMENTS IN ORDER TO FULLY UNDERSTAND THE SCOPE OF THE PROJECT.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.

THIS PROJECT DOES NOT LIE WITHIN A FLOOD PLAIN AREA.

SEDIMENT CONTROL PLANS AND DETAILS.

ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. SEE EROSION AND

NOT TO BE REPLACED SHALL BE RETURNED TO THE COR.

REMOVE EXISTING SIGNS THAT INTERFERE WITH NEW CONSTRUCTION. REPLACE SIGNS THAT ARE STILL PERTINENT TO THE SITE. SIGNS THAT ARE

OF THE COR.

PROPOSED WORK INDICATED ON THE DRAWINGS. CONFLICTS THAT WILL IMPACT CONSTRUCTION IN ANY WAY, SHALL BE BROUGHT TO THE ATTENTION

PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY FROM THE DRAWINGS, ALL DIMENSIONS, DETAILS AND TREATMENTS FOR THE

GRADING AFTER OBTAINING APPROVAL FROM THE COR.

DRAINAGE PROBLEMS THAT CAN BE RESOLVED BY CUTTING OR FILLING BEYOND THE LIMITS INDICATED, THE CONTRACTOR SHALL PROVIDE THIS

THE CONTRACTOR SHALL PROVIDE GRADING THAT WILL ASSURE POSITIVE DRAINAGE AND PRECLUDE PONDING OF WATER. IF NEW GRADES CREATE

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED TO THE SATISFACTION OF THE COR.

DAMAGE TO ANY EXISTING ENTRANCES, PAVEMENT, OR OTHER EXISTING STRUCTURES NOT PROPOSED TO BE DISTURBED WITH THIS DEVELOPMENT, STANDARDS AND SPECIFICATIONS.

ALL STREET CUTS AND PATCH WORK IN ROADWAYS REQUIRED FOR UTILITY INSTALLATION SHALL BE PERFORMED IN STRICT ACCORDANCE WITH VDOT

ADJUSTED TO COORDINATE WITH PROPOSED GRADING.

PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT COME TO GRADE SHALL BE

NOTIFY THE COR AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE UTILITIES AND ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM

CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY

COMMENCING WORK AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING

PROVIDED BY THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE

ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING DRAWINGS AND PAINTED LOCATION

THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION.

USING GPS METHODS.

HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED

DATED 2004 AND AS BUILT INFORMATION FROM BUILDING 405.

FROM ORGINAL DESIGN DOCUMENTS. ADDITIONAL INFORMATION OUTSIDE OF THE TOPOGRAPHIC SURVEY IS PROVIDED BY THE OWNER'S BASE MAP

TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED SEPTEMBER 2019 BY MARSH AND LEGGE AND

20.

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2.

1.

REF

MIN

MAX

HWGR

E.W.

CONT

CLR

BOT

AC

REFERENCE

MINIMUM

MAXIMUM

HOT WATER GLYCOL RETURN

EACH WAY

CONTINUOUS

CLEAR

BOTTOM

ACRE

INLET PROTECTION

SILT FENCE

LIMITS OF CONSTRUCTION

CONCRETE

SF

IP

02/06/2025

T401

C

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F

12'

34.5'

19'

9.

5'

.7 8'

5'R

FW

PIV

FDC

BUILDING 401

MH6N

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HH6P

DRI

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BAL

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A C C

A C C

C

C

C

C

S

S

C

CONCRETE

ASPHALT

2" VENT

D

W

C

C

6"

FW

(TYP)

BOLLARD

LIGHTED

EQUIPMENT PAD

MECHANICAL

OVERHANG

BUILDING

LEVEL 4 = 1745.32

LEVEL 3 = 1730.66

LEVEL 2 = 1716.00

LEVEL 1 = 1701.32

OVERHANG

BUILDING

SEE PLUMBING

VORTEX FILTER

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ASPHALT WALK

T E R R

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FUEL TANK

PAD

TRANS

21" SD

18" SD

S D

15" S D

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15" SD

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10" SD

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CHECKED BY:

738785

IFC

SUBMISSION

353.06

PLAN NORTH

COMPASS

NORTH

02/06/2025

0 10' 20'

SCALE: 1" = 10'

WAG

TRB

C1.10

CONDITIONS PLAN

EXISTING

BUILDING 401

T

A C C

A C C

CONCRETE

ASPHALT

OVERHANG

BUILDING

LEVEL 4 = 1745.32

LEVEL 3 = 1730.66

LEVEL 2 = 1716.00

LEVEL 1 = 1701.32

OVERHANG

BUILDING

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738785

IFC

SUBMISSION

353.06

PLAN NORTH

COMPASS

NORTH

02/06/2025

0 10' 20'

SCALE: 1" = 10'

THE EXISTING SLAB WITH THE GAP BEING FILLED WITH ISOLATION FILL MATERIAL.

MECHANICAL EQUIPMENT PAD INSTALLATION: PAD SHALL BE POURED SEPARATED FROM 1.

KAP

WAG

TRB

C1.20

LAYOUT PLAN

DIMENSIONAL

1'-0" 4"(3" CLR)

(2) #4 CONT

1" CHAMFER

NO SCALE

CONCRETE PAD DETAIL

GRADE

FINISHED

& BOT (1 1/2" CLR)

#4 @ 12" E.W. TOP

SUBGRADE

COMPACTED

C1.20C1.20

C1.20 C1.20

NOTE: ALL WORK SHOWN INSIDE BOX IS ASSOCIATED WITH CLIN 2

NOTE: ALL WORK SHOWN INSIDE BOX IS ASSOCIATED WITH CLIN 2

NOTE: ALL WORK SHOWN INSIDE BOX IS ASSOCIATED WITH CLIN 2

CONSTRUCTION

LIMITS OF

AS ADJACENT PAD. SEE NOTE 1

8' FROM BLDG AT SAME ELEVATION

8'x12' MECHANICAL EQUIPMENT PAD

S

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FW

PIV

FDC

BUILDING 401

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A C C

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CONCRETE

ASPHALT

2" VENT

D

W

C

C

6"

FW

(TYP)

BOLLARD

LIGHTED

OVERHANG

BUILDING

LEVEL 4 = 1745.32

LEVEL 3 = 1730.66

LEVEL 2 = 1716.00

LEVEL 1 = 1701.32

OVERHANG

BUILDING

SEE PLUMBING

VORTEX FILTER

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ASPHALT WALK

T E R R

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FUEL TANK

21" SD

18" SD

S D

15" S D

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15" SD

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UNCLASSIFIED / FOR OFFICIAL USE ONLY

CHECKED BY:

738785

IFC

SUBMISSION

353.06

PLAN NORTH

COMPASS

NORTH

02/06/2025

0 10' 20'

SCALE: 1" = 10'

WAG

TRB

C1.30

UTILITY PLAN

C1.30 C1.20

NOTE: ALL WORK SHOWN INSIDE BOX IS ASSOCIATED WITH CLIN 2

CONSTRUCTION

LIMITS OF

LINES

2.5" HWGR

TREES AROUND THE EXISTING SLAB

FROM ACC EQUIPMENT. REMOVE EXISTING DEAD

DRY COOLER EQUIPMENT TO BE A MINIMUM OF 6'

MECHANICAL EQUIPMENT PAD - SEE DETAIL 1/C1.20

S

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FW

PIV

FDC

BUILDING 401

MH6N

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CONCRETE

ASPHALT

2" VENT

D

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6"

FW

(TYP)

BOLLARD

LIGHTED

OVERHANG

BUILDING

LEVEL 4 = 1745.32

LEVEL 3 = 1730.66

LEVEL 2 = 1716.00

LEVEL 1 = 1701.32

OVERHANG

BUILDING

SEE PLUMBING

VORTEX FILTER

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738785

IFC

SUBMISSION

353.06

PLAN NORTH

COMPASS

NORTH

02/06/2025

0 10' 20'

SCALE: 1" = 10'

WAG

TRB

C1.90

CONTROL PLAN

EROSION AND SEDIMENT

C1.90 C5.01

C1.90 C5.01

NOTE: ALL WORK SHOWN INSIDE BOX IS ASSOCIATED WITH CLIN 2

CONSTRUCTION

LIMITS OF

SF

M A

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APPROVED BY:

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BUILDING 401 - TENANT 6

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CHECKED BY:

738785

IFC

SUBMISSION

353.06

02/06/2025

MANAGEMENT STRATEGIES

PROJECT DESCRIPTION

EROSION AND SEDIMENT CONTROL NOTES

MAINTENANCE

CONTROL DEVICES SHALL BE MADE IMMEDIATELY. AS A MINIMUM, THE FOLLOWING ITEMS WILL BE INSPECTED.

RUNOFF PRODUCING RAINFALL EVENT. ALL NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION

IN GENERAL, THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES PERIODICALLY AND AFTER EACH

150 LBS.

20 LBS.

TOTAL LBS.

PER ACRE

128 LBS.

2 LBS.

- SEASONAL NURSE CROP **

- RED TOP GRASS

- KENTUCKY 31 FESCUE

GENERAL SLOPE (3:1 OR LESS)

HIGH MAINTENANCE LAWN

STANDARD AND SPECIFICATION 3.32

VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK

150 LBS.

20 LBS.

2 LBS. - RED TOP GRASS

- KENTUCKY 31 FESCUE

LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1)

- SEASONAL NURSE CROP ** 20 LBS.

- CROWNVETCH ***

108 LBS.

MINIMUM CARE LAWN

- COMMERCIAL OR RESIDENTIAL 200.250 LBS.

90-100%

- KENTUCKY BLUEGRASS

- IMPROVED PERENNIAL RYEGRASS*

- KENTUCKY 31 FESCUE OR TURF-TYPE TALL FESCUE

0-10% 0-10%

BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA

- MINIMUM OF THREE UP TO FIVE VARIETIES OF

125 LBS.

EROSION RESISTANCE FOR SEEDBED.

TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND

* PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL

** USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS

MAY 16ST THROUGH AUGUST 15TH

AUGUST 16TH THROUGH OCTOBER

MARCH, APRIL THROUGH MAY 15TH

NOVEMBER THROUGH FEBRUARY

STATED BELOW:

WINTER RYE

ANNUAL RYE

FOXTAIL MILLET

ANNUAL RYE

PERIODS; ADD 10-20 LBS/AC IN MIXES.

LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW-MAINTENANCE MIXTURE DURING WARMER SEEDING

** IF FLATPEA IS USED, INCREASE TO 30 LBS./AC. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING

FOR APPALACHIAN/MOUNTAIN AREA

PERMANENT SEEDING - SITE SPECIFIC SEEDING MIXTURES

C5.01

TRB

WAG

CONTROL DETAILS

EROSION AND SEDIMENT

6.

5.

4.

3.

2.

1.

ANY EROSION AND SEDIMENT CONTROL DEVICE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IMMEDIATELY.

PRODUCING EVENT. A RUN OFF PRODUCING EVENT IS DEFINED BY 9VAC25-880-1, AS 0.25 INCHES OF RAINFALL OVER A 24 HOUR PERIOD.

CONTROL MEASURES. INSPECTIONS SHALL BE CONDUCTED ONCE EVERY 5 BUSINESS DAYS AND WITHIN 24 HOURS AFER A RUNOFF

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, INSPECTION, AND MAINTENANCE OF ALL EROSION AND SEDIMENT

AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.

TEMPORARY SEEDING OR OTHER STABILIZATION PRACTICES SHALL FOLLOW IMMEDIATELY AFTER GRADING.

CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BE COMPLETED AS QUICKLY AS POSSIBLE.

OPERATIONS.

ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR AS A FIRST STEP IN CLEARING AND GRADING

11.

10.

B.

A.

9.

8.

7.

6.

5.

4.

3.

2.

1.

LAWS AND REGULATIONS.

OTHER LOCAL PERMITS, OR FROM COMPLYING WITH PERTINENT FEDERAL, STATE, AND LOCAL

DOES NOT RELIEVE THE OWNER/DEVELOPER FROM OBTAINING APPLICABLE FEDERAL, STATE, AND

APPROVAL OF AN EROSION AND SEDIMENT CONTROL PLAN AND ACQUISITION OF A WORK PERMIT

DETAILS, APPLICATION, AND APPROVALS.

RESPONSIBILITY TO CONTACT THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) FOR PERMIT

IN DESIGNATED CHESAPEAKE BAY PRESERVATION AREAS (CBPA). IT IS THE CONTRACTOR’S

OF ONE (1) ACRE OR GREATER AND ALL PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER

A VIRGINIA STORMWATER PERMIT (VSMP) WILL BE REQUIRED FOR LAND-DISTURBING ACTIVITIES

THE PLANS WHAT DISPOSAL SITE WILL BE USED.

FEDERAL, STATE, AND LOCALLY APPROVED SITE. THE CONTRACTOR SHALL IDENTIFY ON

ALL MATERIAL TO BE HAULED OR TRANSPORTED OFF-SITE WILL BE DEPOSITED AT A

STOCKPILES AND STORAGE AREAS, OR

AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED AROUND ALL

NO MATERIAL WILL BE HAULED OR TRANSPORTED OFF-SITE AND APPROPRIATE EROSION

HEREIN. A SEPARATE SUBMITTAL IS NOT NECESSARY FOR THE FOLLOWING SITUATIONS:

OFF-SITE AREAS ASSOCIATED WITH THE LAND DISTURBANCE AND SOIL REMOVAL IDENTIFIED

CONTRACTOR SHALL SUBMIT A SEPARATE EROSION AND SEDIMENT CONTROL PLAN FOR ANY

THE CONTRACTOR WILL BE RESPONSIBLE FOR THE DAILY SWEEPING OF PAVED SURFACES.

OF VEHICLES ALLOWED ON-SITE, MINIMIZING THE OPERATING SPEED OF ALL VEHICLES, ETC. ALSO, POLLUTANTS, INCLUDING BUT NOT LIMITED TO USING WATER OR CHEMICALS, LIMITING THE NUMBER

THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST AND OTHER AIR

DEQ WEBSITE FOR INFORMATION REGARDING THE NOTICE OF TERMINATION REQUIREMENT.

AS COMPLETE BY DEQ, PRIOR TO ARRANGING FOR A FINAL DEQ SITE INSPECTION. REFER TO THE

CAN BE REMOVED. A NOTICE OF TERMINATION PACKAGE SHALL BE SUBMITTED AND ACCEPTED

DETERMINE WHEN THIS FACT IS ACCOMPLISHED AND ALL TEMPORARY MEASURES AND DEVICES

OCCURRED FOR THE ENTIRE SITE. A FINAL INSPECTION BY THE DEQ E&S INSPECTOR SHALL

FOR EACH MEASURE AS IDENTIFIED IN THE VESC HANDBOOK, OR WHEN FULL STABILIZATION HAS

THE CLEARING AND CONSTRUCTION OPERATIONS AND AT A MAXIMUM FOR THE SPECIFIED TIME

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE KEPT IN PLACE FOR THE DURATION OF

GRADING OPERATIONS FOR A SPECIFIC AREA.

ANTICIPATED DURATION OF GREATER THAN FOURTEEN (14) DAYS OR UPON COMPLETION OF

DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR

TEMPORARY AND PERMANENT SEEDING OPERATIONS SHALL BE INITIATED WITHIN SEVEN (7)

DEFINED BY 9VAC25-880-1, AS 0.25 INCHES OF RAINFALL OVER A 24 HOUR PERIOD.

DAYS AND WITHIN 24 HOURS AFER A RUNOFF PRODUCING EVENT. A RUN OFF PRODUCING EVENT IS

SITE CLEARING AND DEVELOPMENT. INSPECTIONS SHALL BE CONDUCTED ONCE EVERY 5 BUSINESS

ALL DEVICES SHALL BE CLEANED OF MUD, DEBRIS, AND OTHER ERODED MATERIAL DURING THE

ERODING OUTSIDE THE LIMITS OF DISTURBANCE, STREETS, DRAINAGE SYSTEMS, AND WATERWAYS.

THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL MEASURES TO PREVENT SOIL FROM

AND/OR REVOCATION OF THE LAND DISTURBANCE PERMIT.

FIRST NOTIFYING THE SITE REPRESENTATIVE. FAILURE TO DUE SO MAY RESULT IN A NOV, SWO

THE CONTRACTOR MAY NOT CHANGE OR ALTER ANY OF THE APPROVED MEASURES WITHOUT

AND BE ATTACHED TO THE APPROVED PLAN.

INSTALLATION. ALL APPROVED FIELD CHANGES SHALL BE SENT TO THE SITE REPRESENTATIVE

PROPERTY. ALL FIELD CHANGES MUST BE APPROVED BY THE SITE INSPECTOR PRIOR TO

CONDITIONS SHALL BECOME PART OF THE EROSION AND SEDIMENT CONTROL PLAN FOR THE

ON THE DRAWINGS. ANY ADDITIONAL MEASURES DEEMED REQUIRED BY THE DEQ DUE TO FIELD

THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL APPROVED MEASURES AS SHOWN

OPERATIONS BEGIN.

AND MUST BE REVIEWED AND APPROVED BY A DEQ E&S INSPECTOR BEFORE ANY CLEARING

AND INLET PROTECTION SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION

PROTECTION, SILT FENCE, CONSTRUCTION ENTRANCE, SEDIMENT TRAPPING FACILITIES,

ALL APPROPRIATE EROSION CONTROL MEASURES SUCH AS, BUT NOT LIMITED TO, TREE

FOLLOWED BY THE CONTRACTOR.

MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE

MINIMUM STANDARDS AND SPECIFICATIONS REGARDING THE INSTALLATION AND

COMMONWEALTH OF VIRGINIA, DURING, AND AFTER CONSTRUCTION ON THE SITE. ALL

THE CONTRACTOR SHALL COMPLY WITH THE CURRENT LAWS AND REGULATIONS OF THE

1.

FL

OW

3.

2.

FL

OW

6' MAX.

TRENCH

INSTALLED HEIGHT.

INTO THE TRENCH. MINIMUM 36"

THE POSTS AND EXTEND IT

ATTACH THE FILTER FABRIC TO

ALONG THE LINE OF POSTS

A 4"x4" TRENCH UPSLOPE

SET POSTS AND EXCAVATE

EXCAVATED SOIL.

BACKFILL AND COMPACT THE

4"

FILTER FABRIC

INTO THE TRENCH

EXTENSION OF FABRIC

SILT FENCE WITHOUT WIRE SUPPORT

NO SCALE

M

IN

C5.01C1.90

KAP

THE AREAS RESTORED.

WHEN ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AND

1.

TOPSOIL SPECIFICATIONS

ROUGH IN ACCORDANCE WITH SURFACE ROUGHENING (STD. & SPEC. 3.29).

WHENEVER POSSIBLE. IN AREAS WHICH ARE NOT GOING TO BE MOWED, THE SURFACE SHOULD BE LEFT

PLACE TOPSOIL IN AREAS TO RECEIVE FINE TURF. AVOID UNNECESSARY COMPACTION BY HEAVY MACHINERY

SEED GERMINATION. SPECIAL CONSIDERATION SHOULD BE GIVEN TO THE TYPES OF EQUIPMENT USED TO

UNDUE COMPACTION IS TO BE AVOIDED AS IT INCREASES RUNOFF VELOCITY AND VOLUME, AND DETERS

SOIL AND TO OBTAIN A LEVEL SEEDBED FOR THE ESTABLISHMENT OF HIGH MAINTENANCE TURF. HOWEVER, IT IS NECESSARY TO COMPACT THE TOPSOIL ENOUGH TO ENSURE GOOD CONTACT WITH THE UNDERLYING

CORRECTED IN ORDER TO PREVENT THE FORMATION OF DEPRESSIONS OR WATER POCKETS.

IRREGULARITIES IN THE SURFACE, RESULTING FROM TOPSOILING OR OTHER OPERATIONS, SHALL BE

TABLE 3.30-A TO DETERMINE VOLUME OF TOPSOIL REQUIRED FOR APPLICATION TO VARIOUS DEPTHS). ANY

COMPACTED DEPTH OF 2 INCHES ON 3:1 OR STEEPER SLOPES AND 4 INCHES ON FLATTER SLOPES. (SEE

PROPOSED SODDING OR SEEDING. THE TOPSOIL SHALL BE UNIFORMLY DISTRIBUTED TO A MINIMUM

IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR

TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN TOPSOIL OR SUBGRADE

APPLYING TOPSOIL

A DEPTH OF AT LEAST 2 INCHES TO ENSURE BONDING OF THE TOPSOIL AND SUBSOIL.

TO DUMPING AND SPREADING TOPSOIL, THE SUBGRADE SHALL BE LOOSENED BY DISCING OR SCARIFYING TO

BONDING: AFTER THE AREAS TO BE TOPSOILED HAVE BEEN BROUGHT TO GRADE, AND IMMEDIATELY PRIOR

ESTABLISHMENT PRACTICE BEING USED.

AGRICULTURAL LIMESTONE SHALL BE SPREAD IN ACCORDANCE WITH THE SOIL TEST OR THE VEGETATIVE

LIMING: WHERE THE pH OF THE SUBSOIL IS 6.0 OR LESS, OR THE SOIL IS COMPOSED OF HEAVY CLAYS, ACCORDING TO THE APPROVED PLAN.

GRADING: PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED

THESE PRACTICES MUST BE MAINTAINED DURING TOPSOILING.

GRADE STABILIZATION STRUCTURES, BERMS, DIKES, LEVEL SPREADERS, WATERWAYS, SEDIMENT BASINS, ETC.

BEFORE TOPSOILING, ESTABLISH NEEDED EROSION AND SEDIMENT CONTROL PRACTICES SUCH AS DIVERSIONS, SITE PREPARATION PRIOR TO AND MAINTENANCE DURING TOPSOILING

AND MS #2).

SPEC. 3.31, TEMPORARY SEEDING IF IT IS TO REMAIN DORMANT FOR LONGER THAN 14 DAYS (REFER TO MS #1

SHALL BE COMPLETED WITHIN 7 DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH STD. &

PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY; SEEDING OF STOCKPILES

SIDE SLOPES OF THE STOCKPILE SHALL NOT EXCEED 2:1.

OFF-SITE SEDIMENT DAMAGE SHALL RESULT. STABILIZE OR PROTECT STOCKPILES IN ACCORDANCE WITH MS #2.

TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT OBSTRUCTED AND NO

STOCKPILING - IF REMOVED

SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO STRIPPING.

DEPTH MAY VARY DEPENDING ON THE PARTICULAR SOIL. ALL PERIMETER DIKES, BASINS AND OTHER

BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. A 4 TO 6 INCH STRIPPING DEPTH IS COMMON, BUT

TOPSOIL OPERATIONS SHOULD NOT BE PERFORMED WHEN THE SOIL IS WET OR FROZEN. STRIPPING SHALL

STRIPPING

IF ADDITIONAL OFF-SITE TOPSOIL IS NEEDED, IT MUST MEET THE STANDARDS STATED ABOVE.

SOLUBLE SALTS SHALL NOT EXCEED 500 ppm.

PRACTICE BEING USED.

SOIL TEST RESULTS OR IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE VEGETATIVE ESTABLISHMENT pH RANGE SHALL BE FROM 6.0-7.5. IF pH IS LESS THAN 6.0, LIME SHALL BE ADDED IN ACCORDANCE WITH

ORGANIC MATTER CONTENT SHALL BE NOT LESS THAN 1.5% BY WEIGHT.

ALL TOPSOIL SHALL MEET THE FOLLOWING CRITERIA:

CONTAIN NO SUBSTANCE THAT IS POTENTIALLY TOXIC TO PLANT GROWTH.

NOXIOUS WEEDS, AND SHALL GIVE EVIDENCE OF BEING ABLE TO SUPPORT HEALTHY VEGETATION. IT SHALL

LOAM, SANDY CLAY LOAM, CLAY LOAM). IT SHALL BE FREE OF DEBRIS, TRASH, STUMPS, ROCKS, ROOTS AND

TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT

MATERIALS

' M

IN FRAME

STAKES

FABRIC

.5 ' M

IN

1' MIN.

SILT FENCE DROP INLET PROTECTION

FABRIC ORIENTATION

ELEVATION OF STAKE ANDPERSPECTIVE VIEWS

SPECIFIC APPLICATION

IN STREET OR HIGHWAY MEDIANS.

APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS

EXCEEDING 1 C.F.S.) ARE TYPICAL. THIS METHOD SHALL NOT

THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT

INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE

NO SCALE

AT CORNERS

GATHER EXCESS

WITH SEDIMENT

RUNOFF WATER

BURIED FABRIC

WATER

FILTERED

WITH GRATE

DROP INLET

FRAME

2"x4" WOOD

C5.01C1.90

DEQ PERMITT NOT REQUIRED AS LAND DISTURBANCE IS LESS THAN 10,000 SQ. FT.

MECHANICAL EQUIPMENT. TOTAL LAND DISTURBANCE IS 900 SQ. FT.

THIS PROJECT IS LOCATED AT MOUNT WEATHER, VIRGINIA. THE CIVIL PORTION OF THE PROJECT INCLUDES A CONCRETE PAD FOR NOTE: ALL WORK ON THIS SHEET PERTAINS TO CLIN 2

SF

RECEPTACLE

A0.01

MONITOR MOUNTING

HEIGHT, UNLESS

NOTED OTHERWISE

DUPLEX

ELECTRICAL/DATA

RECEPTACLE

HEIGHT, UNLESS

NOTED OTHERWISE

6"6"

EMERGENCY EGRESS

LIGHTING

LIGHT SWITCH

THERMOSTAT

A0.01

CARD READER

LIGHT SWITCH OR

THERMOSTAT

FIRE EXTINGUISHER CABINET

(CONTRACTOR TO

COORDINATE SIZE OF CABINET

W/ FIRE EXTINGUISHER)

NOTE: SEE LIFE SAFETY

DRAWINGS FOR LOCATIONS

A0.01

TYPICAL ELEVATION @ FEC

TYPICAL ELEVATION @ RECEPTACLES

TYPICAL ELEVATION @ WALL CONTROLS

NTS NTS

NTS

A0.01

COAT HOOK

TYPICAL ELEVATION @ ACCESSORIES

NTS

EQ EQ

TITLE0

X0.00 X0.00 DRAWING SCALE

X0.00

X0.00X0.00

MATERIAL # 1

MATERIAL # 2

MATERIAL TRANSITION

DOOR NUMBER

DETAIL TAG

INTERIOR ELEVATION TAG

DETAIL TITLE TAG

SECTION TAG

SHEET WHERE TAKEN SHEET WHERE DRAWN

SHEET WHERE DRAWN

SHEET WHERE TAKEN SHEET WHERE DRAWN

SECTION NUMBER

SHEET WHERE DRAWN

DETAIL NUMBER

DOOR NUMBER

ROOM NAME

ROOM NUMBER

1APARTITION TYPE

?01KEY NOTE

ELEV.SPOT ELEVATION

FLOOR DRAIN FD

SLOPE DN

X0.00

DETAIL SECTION

DETAIL NUMBER / SHEET WHERE DRAWN

0/X0.00

X0.00

SHEET WHERE TAKEN

METAL

GYPSUM DRYWALL

BATT INSULATION

CONT BLOCKING

ARCHITECTURAL

WOODWORK

CONCRETE UNIT

MASONRY

BRICK

BLOCKING

CAST IN PLACE

CONCRETE

PLYWOOD

EARTH

GLASS

CERAMIC TILE

CARPET

WOOD FINISH

RIGID INSULATION

POROUS FILL

RESILIENT TILE

0' - 6"

PROJECT NO:

DESIGNED BY:

DRAWN BY:

APPROVED BY:

EPS NO:

SHEET

WORK ORDER NO:

OF

M O

U N

T W

E A

T H

E R

E M

E R

G E

N C

Y O

P E

R A

T

IO

N S

C E

N T

E R

M O

U N

T W

E A

T H

E R

, V

IR

G

IN

IA

-2

SHEET TITLE:

IS

S

U E

B

LO

C K

UNCLASSIFIED / FOR OFFICIAL USE ONLY

UNCLASSIFIED / FOR OFFICIAL USE ONLY

CHECKED BY:

A0.01

ABBREVIATIONS, SYMBOLS, AND

DESIGNATIONS

Approver

TO

TO

2019427.00

738785

BUILDING 401

B U

IL

D

IN

G

T

E N

A N

T

CR

IFC

SUBMISSION

02/06/2025

M A

R K

D A

T E

D E

S C

R

IP

T

IO

N B

Y

GENERAL NOTESSTANDARD ABBREVIATIONS

REFERENCE SYMBOLS

MATERIAL DESIGNATIONS

TYPICAL MOUNTING HEIGHTS

1: THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE CONSTRUCTION WORK AND BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER THE

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES.

2: THE CONSTRUCTION DOCUMENTS INCLUDE THESE DRAWINGS (OF VARIOUS DISCIPLINES) AND THE SPECIFICATION/ PROJECT MANUAL. THE CONTRACT DOCUMENTS INCLUDE THE CONSTRUCTION DOCUMENTS PLUS THE CONTRACT(S), GENERAL CONDITIONS, AND OTHER ITEMS. THE GENERAL CONTRACTOR SHALL NOT PROCEED

WITHOUT A COMPLETE SET OF ALL DOCUMENTS.

A. UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE CONSTRUCTION DOCUMENTS, THE GENERAL

CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, WATER, HEAT, UTILITIES, TRANSPORTATION AND SHIPPING, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, WHETHER

TEMPORARY OR PERMANENT.

3: DIMENSIONS:

• DO NOT SCALE THE DRAWINGS.

• ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD (VIF); ANY DISCREPANCIES SHALL BE REPORTED TO THE

ARCHITECT FOR REVIEW. RESOLUTION TO THE DISCREPANCIES SHALL OCCUR PRIOR TO CONTINUATION OF

THE WORK IN THE AREA IN QUESTION.

• UNLESS OTHERWISE NOTED, ALL FLOOR PLAN DIMENSIONS SHALL BE:

• FOR NEW CONSTRUCTION:

• FACE OF GWB, CEMENT BOARD, OR PLASTER AT STUD FRAMED CONSTRUCTION

• FACE OF EXPOSED MASONRY

• FACE OF EXPOSED CONCRETE

• FLOOR ELEVATIONS ARE REFERENCED FROM DATUM POINT(S) ON THE CIVIL DRAWINGS.

4: MAINTAIN INTEGRITY OF ALL FIRE RATED CONSTRUCTION; FLOORS, FLOOR/CEILINGS, ROOFS, SHAFTS, WALLS, AND/OR PARTITIONS.

• FIRE SAFE/ SEAL ALL PENETRATIONS FOR PIPING, WIRING, ETC.

• FIRE SAFE/ SEAL ALL VOIDS/ GAPS CREATED AT THE INTERSECTION, ABUTMENT, AND/OR JUNCTURE OF

ADJACENT MATERIALS.

• ITEMS RECESSED INTO GWB RATED WALLS/ PARTITIONS, SHALL BE WRAPPED WITHIN THE PARTITION CAVITY

WITH RATED GWB MATERIAL PER STANDARD UL LISTED ASSEMBLIES.

• REFER TO THE PROJECT SPECIFICATION FOR FIRE SAFING/SEALING MATERIALS AND INSTALLATION.

• REFER TO LIFE SAFETY (LS) DRAWINGS FOR REQUIRED FIRE RATED CONSTRUCTION.

• ALL CONCEALED SPACES WITHIN PARTITIONS, WALLS, FLOORS, ROOFS, FURRING, CHASES, ETC. THAT WOULD

PERMIT THE PASSAGE OF FLAME, SMOKE, FLUMES, AND/OR HOT GASSES BETWEEN FLOOR/ROOF SPACES OR

CONCEALED AREAS SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE CODE(S).

• ALL MULTI-FLOOR SHAFTS/ CHASES (STAIR, ELEVATOR, DUCT, PIPING BUNDLES, ETC) SHALL BE CONSTRUCTED

TO THE REQUIRED & SPECIFIED FIRE RESISTANCE RATING.

5: BLOCKING AND SUPPORTS; ALL PARTITIONS/ CAVITY WALLS/ CEILINGS INDICATED TO RECEIVE EQUIPMENT, MILLWORK, ACCESSORIES, ETC. SHALL BE REINFORCED AS REQUIRED TO PROPERLY SUPPORT THAT ITEM.

BLOCKING SHALL BE STEEL SHEET FLAT STRAP OR BACKING PLATE OR 3/4" FRT PLYWOOD BLOCKING.

6: ILLUSTRATED DETAILS SHALL APPLY TO ALL TYPICAL AND SIMILAR CONDITIONS, WHETHER SPECIFICALLY

INDICATED OR NOT.

7: PROVIDE AND LOCATE ACCESS DOORS AND PANELS IN CEILING AND WALL CONSTRUCTIONS AS REQUIRED FOR THE INSTALLATION OF AND/OR CONTINUED SERVICE/ MAINTENANCE ACCESS TO MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, TELCOM WORK AND TO ACCESS THE MOTORS AT THE OVERHEAD RETRACTABLE

ACOUSTIC WALL. FIELD COORDINATE.

8: CEILINGS:

• CEILING HEIGHTS ARE MEASURED FROM FINISHED FLOOR TO UNDERSIDE OF FINISHED CEILING MATERIAL OR

SUSPENDED CEILING GRID AT TEGULAR CEILING TILES SYSTEMS.

• ITEMS LOCATED IN/ON CEILING TILES SHALL BE CENTERED IN THE TILE BOTH WAYS, UNLESS OTHERWISE

NOTED (UON).

• PROVIDE CEILING SYSTEM BRACING AS INDICATED BY SPECIAL PROJECT CONDITIONS (SEISMIC, EXPLOSION, ETC).

9: DOORS:

• UNLESS NOTED OTHERWISE ON FLOOR PLANS, DOORS SHALL BE LOCATED AS FOLLOWS:

• ALL DOORS TO RECEIVE WALL MOUNTED DOOR STOP ON PARTITION PERPENDICULAR TO DOOR PARTITION, UNLESS NOTED OTHERWISE. LOCATE STOP AT DOOR LEVER HEIGHT.

• AT DOORS LOCATED WITHOUT A PERPENDICULAR PARTITION, PROVIDE A FLOOR MOUNTED STOP OR A HINGE

STOP (SEE DOOR SCHEDULE).

10: WATERTIGHTNESS:

• ANY AND ALL ROOF AND WALL PENETRATIONS SHALL BE MADE WATERTIGHT. CONTRACTOR TO COORDINATE

FOR COMPLIANCE WITH THE ROOF &/OR WATERPROOFING MANUFACTURER’S WARRANTY REQUIREMENTS INCLUDING BUT NOT LIMITED TO THE QUALIFICATIONS OF THE ROOFING/ WATERPROOFING CONTRACTOR TO PERFORM THE WORK AND THE RECOMMENDED METHOD AND MATERIAL OF MAKING THE PENETRATION

WATERTIGHT, WHETHER IN NEW OR EXISTING WORK..

11: PROVIDE VIBRATION ISOLATION AT ALL MECHANICAL EQUIPMENT. UNLESS OTHERWISE INDICATED, MECHANICAL CONTRACTOR SHALL ENGINEER MECHANISM TO PROVIDE VIBRATION AND SOUND ISOLATION AS TO ELIMINATE

TRANSMISSION TO BUILDING AND OCCUPANTS.

12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND PROTECTION OF ALL WORK DURING CONSTRUCTION TO PREVENT DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND/OR MISALIGNMENT AS

COMPLIANT WITH APPLICABLE CODES, STANDARDS, AND GOOD PRACTICE.

13: THE CONTRACTOR SHALL PROTECT ALL CONSTRUCTION (NEWLY INSTALLED, EXISTING, ETC) AND ALL CONSTRUCTION MATERIALS AS TO NOT BE DAMAGED DURING THE CONSTRUCTION OPERATION AND PROJECT

TIME.

14. CONTRACTOR ACTIVITIES NEED TO BE CONDUCTED IN SUCH A MANNER AS TO KEEP THE BALANCE OF THE BUILDING OPERATIONAL AND SAFE FOR GOVERNMENT OPERATIONS.EGRESS MUST BE MAINTAINED AT ALL TIMES AND BUILDING SUBSYSTEM OUTAGES NEED TO BE SCHEDULED, COORDINATED WITH AND APPROVED BY THE

GOVERNMENT.

15: THE CONTRACTOR SHALL THOROUGHLY REVIEW THE CONSTRUCTION DOCUMENTS AND SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS, MATERIALS, EQUIPMENT, FIXTURES, FINISHES, ETC PRIOR TO START OF WORK. IF ANY DISCREPANCY IS DETECTED, IT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR COR IMMEDIATELY, WITH RECOMMENDATIONS FOR PROPER CORRECTION FOR APPROVAL.

THE CONTRACTOR ACKNOWLEDGES THAT THESE CONTRACT DOCUMENTS ARE SUFFICIENTLY COMPLETE AND DETAILED FOR THE CONTRACTOR TO PERFORM THE WORK REQUIRED TO PRODUCE THE RESULTS INTENDED BY THE CONTRACT DOCUMENTS. AS SUCH, THE CONTRACTOR SHALL GUARANTEE THAT NO CHANGE ORDERS BE BROUGHT AGAINST THE OWNER UNLESS CHANGES ARE REQUESTED BY THE OWNER AND/OR CAUSED BY DIFFERING CONCEALED CONDITIONS, BEYOND THOSE REASONABLY INFERABLE BY A SKILLED AND KNOWLEDGEABLE CONTRACTOR. ANY SUCH CHANGE ORDER SHALL BE PRESENTED TO THE OWNER WITHIN THREE DAYS OF THE OWNER’S REQUEST OR DISCOVER OF THE SEVERE DEVIATION IN CONCEALED CONDITIONS AND SHALL INCLUDE ITEMIZED COSTS FOR MATERIAL, LABOR, CONTRACTOR OVERHEAD AND PROFIT AND ANY

EXTENDED TIME COSTS.

16: THE GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION AND TRAFFIC CONTROL MEASURES TO INSURE CONTINUED ACCESS TO THE PROJECT SITE AND ALONG ADJACENT PUBLICWAYS (ROADS, STREETS, SIDEWALKS, ETC) AS TO NOT IMPEDE PUBLIC CIRCULATION IN THE PROJECT AREA. ALL REQUIRED CODES SHALL

BE FOLLOWED AND ALL REQUIRED PERMITS SHALL BE OBTAINED.

17: REFER TO SPECIFICATIONS FOR PAINTING MATERIALS SCHEDULE AND DRAWING FINISH SCHEDULE/ FINISH LEGEND.

ALL PARTIALLY OR FULLY EXPOSED EXTERIOR STEEL SHALL BE PREPPED AND FINISHED PER SPECIFICATION HIGH

PERFORMANCE COATINGS SPECIFICATIONS.

18: ALL DOORS ARE CFCI. ALL WINDOWS ARE EXISTING TO REMAIN, CONTRACTOR TO PROVIDE WINDOW FILM AS NOTED.

19: MOISTURE RESISTANT GYPSUM WALLBOARD SHALL BE USED IN MECHANICAL EQUIPMENT ROOMS AND OTHER

AREAS VENTED DIRECTLY TO THE EXTERIOR, SUCH AS DUCT SHAFTS.

20: TESTS, INSPECTIONS, AND APPROVALS OF PORTIONS OR ELEMENTS OF THE WORK SHALL BE MADE AS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND/OR BY APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, RULES, AND REGULATIONS. UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE CONSTRUCTION DOCUMENTS, THE GENERAL CONTRACTOR SHALL MAKE ARRANGEMENTS FOR SUCH TESTS, INSPECTIONS, AND APPROVALS WITH AN INDEPENDENT TESTING ENTITY OR WITH THE APPROPRIATE PUBLIC AUTHORITY, AND SHALL BEAR ALL RELATED

COSTS THEREOF.

AB AIR BARRIER

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AED AUTOMATED EXTERNAL

DIFIBULATOR

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

BBF BOX BOX FILE

BBT BIOBASED TILE

BLDG BUILDING

BRK BRICK

CFCI CONTRACOR FURNISHED

CONTRACTOR INSTALLED

CL CLOSET

CLNG CEILING

CMU CONCRETE MASONRY UNIT

COMM COMMUNICATIONS

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT CARPET

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DGF DECORATIVE GLASS FILM

DGL DECORATIVE GLASS GLAZING

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DWR DRAWER

EFM ENTRANCE FLOOR MAT

EL PASSENGER ELEVATOR

ELEC ELECTRIC

ELEV ELEVATION

EQ EQUAL

EQUIP, E EQUIPMENT

ETR EXISTING TO REMAIN

EX EXISTING

EXT EXTERIOR

EXIST EXISTING

FD FLOOR DRAIN

FDB FOUNDATION DRAINAGE BOARD

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FURNITURE FIXTURES & EQUIPMENT

FIN FINISH

FLR FLOOR

FMWP FACIA METAL WALL PANEL

FRT FIRE RETARDANT TREATED

FT FOOT OR FEET

GF GLASS FILM

GL GLASS

GA GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GFE GOVERENMENT FURNISHED

EQUIPMENT

GOVT GOVERNMENT

GWB GYPSUM WALL BOARD

HC HANDICAPPED

HDW HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

IN INCH

INSUL INSULATION

INFO INFORMATION

JC JANITORS CLOSET

JT JOINT SEALANT

LF LINOLEUM FLOOR

LOC LOCKER

LW LIGHY WEIGHT

MAX MAXIMUM

MB METAL BASE

MCA METAL CANOPY

MCJ MASONRY CONTROL JOINT

MDF MEDIUM DENSITY FIBER BOARD

MECHMECHANICAL

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MEF METAL EAVE AND FASCIA SYSTEM

MFG MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP METAL PANEL

MSP METAL SOFFIT PANEL

MTG MOUNTING

MTL METAL

MW MICROWAVE

MWP METAL WALL PANEL

NIC NOT IN CONTRACT

NRC NATIONAL REGULATORY COMMISSION

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OH OPPOSITE HAND

P PAINT

PCC PRECAST CONCRETE

PERP PERPENDICULAR

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PL PLASTIC LAMINATE

PT PORCELAIN TILE

PT WD PRESSURE TREATED WOOD

R RISER

RAF RAISED ACCESS FLOOR

RB RUBBER BASE

REFRIG REFRIGERATOR

REQ'D REQUIRED

REQS REQUIREMENTS

REV REVISION

RF RADIO FREQUENCY

RFT RESILIENT FLOOR TILE

RM ROOM

RO ROUGH OPENING

SC SEALED CONCRETE

SCWD SOLID CORE WOOD

SDT STATIC DISSIPATIVE TILE

SF STOREFRONT

SFW STRETCHED FABRIC WALL

SIM SIMILAR

SMR STANDING SEAM METAL ROOF

SRRS SNOW RETENTION RAIL SYSTEM

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

STL STEEL

T TREAD

TBA TOILET BATH ACCESSORY

TC TOILET COMPARTMENT

TFCI TENANT FURNISHED

CONTRACTOR INSTALLED

TFTI TENANT FURNISHED

TENANT INSTALLED

TO TOP OF

TR TOILET ROOM

TRAD TRADITIONAL

TYP TYPICAL

UL UNDERWRITERS

LABORATORY

UNO UNLESS NOTED

OTHERWISE

USG UNITED STATES

GOVERNMENT

VB VAPOR BARRIER

VIF VERIFY IN FIELD

W/ WITH

WC WALL COVERING

WD WOOD

WDM WOOD MILLWORK

WKST WORK STATION

WP WATERPROOFING

WS WINDOW SHADE

VTC VIDEO TELE

CONFERENCE

SHEET OF9 80

FE-3

FE-4

FD FD

F E

-1

FE-1

FE-1

A B

C

FE-1

FD

FE-1

FE-1

F E

-1

FE-1

FE-1

FE-1

S

A

3 5 8 92 6

C

B

104 71.5 9.5

A.5 LEGEND

SPECIAL WALL

(STC 50 WALLS - SCIF BOUNDARY WITH

RF SHIELDING)

PROTECTED AREA

(STC 50 WALLS - SCIF BOUNDARY WITH

RF SHIELDING)

ACOUSTIC WALL

(STC 50 WALLS - REFER TO PARTITION

TYPES)

NOT IN SCOPE

OVERHEAD RETRACTABLE ACOUSTIC

WALL (STC 51)

PROJECT NO:

DESIGNED BY:

DRAWN BY:

APPROVED BY:

EPS NO:

SHEET

WORK ORDER NO:

OF

M O

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UNCLASSIFIED / FOR OFFICIAL USE ONLY

UNCLASSIFIED / FOR OFFICIAL USE ONLY

CHECKED BY:

A0.10

SPECIAL WALL PLAN - LEVEL 2

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1/8" = 1'-0"A0.10

SPECIAL WALL PLAN - LEVEL 21

1. ALL SPECIAL WALL CONSTRUCTION SHALL

COMPLY WITH ICD/1CS 705 DATED JULY 26,

2. SPECIAL WALL AREAS TO BE PAINTED

FROM THE TRUE FLOOR TO THE UNDERSIDE

OF THE TRUE STRUCTURAL DECK ABOVE.

REFER TO FINISH PLAN A6.50 AND FINISH

LEGEND A6.42.

3. MARK FIRE RATED PARTITIONS EVERY 50'

AND 5' FROM CORNERS WITH CONTRASTING

COLOR SPRAY PAINT. COORDINATE COLOR

WITH COR. (SEE LIFE SAFETY DRAWINGS

LS0.01 AND LS1.02 FOR FULL EXTENT OF FIRE

RATED PARTITIONS)

4. THE CONTRACTOR SHALL SUBMIT AN

APPROVED ACOUSTIC WALL TEST FOR ALL

STC RATED WALL ASSEMBLIES SHOWING ALL

WALL COMPONENTS, PRIOR TO

CONSTRUCTION, FOR REVIEW AND

APPROVAL

5. THE STC 50 MINIMUM WALL ASSEMBLIES

AND DOOR ASSEMBLIES SHALL BE ACOUSTIC

FIELD TESTED AND SHALL COMPLY WITH

IDS/ICS 705 VERSION 1.5.1 CHAPTER 9.C.g & 9.B

GENERAL NOTES

M A

R K

D A

T E

D E

S C

R

IP

T

IO

N B

Y

SHEET OF10 80

FD FD

F E

-1

FE-1

F E

-1

F E

-1

FE-1

FE-1

FE-1

A B

C

FE-1

FD

FE-1

FE-1

EXISTING DOOR AND

FRAME TO BE REMOVED

EXISTING DOOR AND

FRAME TO REMAIN

EXISTING PARTITION TO

BE REMOVED

EXISTING PARTITION TO

REMAIN

NIC

LEGEND - DEMO

A

D

3 5 8 92 6

C

B

104 71.5 9.5

A.5

C.5

1 8

1 8 1 8

38' - 8" 8' - 6"

3 5

16' - 5"

2 2

7' - 9"

15' - 11"

EXISTING ACT TO BE REMOVED &

REINSTALLED PER REFLECTED CEILING

PLANS. SALVAGE LIGHTING FOR REUSE.

MODIFY EXISTING RAF AT NEW

PARTITIONS EXTENDING TO FLOOR SLAB.

SEE PARTITIONS ON NEW WORK PLAN

A1.00 & PARTITION TYPES ON A6.00.

DOOR AND FRAME TO BE REMOVED AND

SALVAGED FOR OWNER REUSE;

COORDINATE STORAGE WITH OWNER.

FIRE EXTINGUISHER CABINET TO BE

SALVAGED AND SAVED FOR REUSE.

PROTECT DURING CONSTRUCTION.

RETAIN EXISTING SPECIAL WALL

CONSTRUCTION AT NEW DOOR HEIGHT.

EXISTING FURRING TO BE REMOVED FOR

THICKER FURRING PARTITION.

EXISTING GYP. CEILING TO BE REMOVED.

SALVAGE LIGHTING FOR REUSE.

CONTRACTOR TO REMOVE, STORE,

PROTECT, REINSTALL AND SUPPLEMENT

CARPET AS NEEDED ON RAISED ACCESS

FLOOR. REFER TO FINISH PLAN ON A6.50.

FIRE EXTINGUISHER CABINET EXISTING

TO REMAIN. PROTECT DURING

CONSTRUCTION.

DEMOLITION OF EXISTING WALL TO

ACCOMMODATE NEW DOOR & FRAME

KEYNOTES

PROJECT NO:

DESIGNED BY:

DRAWN BY:

APPROVED BY:

EPS NO:

SHEET

WORK ORDER NO:

OF

M O

U N

T W

E A

T H

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G E

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SHEET TITLE:

IS

S

U E

B L O

C K

UNCLASSIFIED / FOR OFFICIAL USE ONLY

UNCLASSIFIED / FOR OFFICIAL USE ONLY

CHECKED BY:

AD1.00

DEMOLITION PLAN - LEVEL 2

KK/TO

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M A

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D A

T E

D E

S C

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IP

T

IO

N B

Y

1. REMOVE ALL ABANDONED AND UNUSED

WIRING BACK TO PANEL.

GENERAL NOTES

1/8" = 1'-0"AD1.00

DEMOLITION PLAN - LEVEL 21

4'0 8' 16'

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

PLAN NORTH

COMPASS

NORTH SHEET OF11 80

FD FD

F E

-1

FE-1

FE-1

A B

C

FE-1

FD

FE-1

FE-1

F E

-1

FE-1

FE-1

FE-1

S

SWING DOOR AND FRAME

PARTITION

LEGEND

FE-1 FIRE EXTINGUISHER

CABINET - SURFACE

MOUNTED

NOT IN SCOPE

MONITOR & MONITOR BRACKET. SEE

EQUIP SCHEDULE ON SHEET A6.40

OVERHEAD RETRACTABLE ACOUSTIC

PARTITION

PLASTIC LAMINATE LOCKERS

EXISTING RAISED ACCESS FLOORS AND

PEDESTALS TO BE ADJUSTED AT NEW

PARTITIONS, SUPPLEMENT WITH NEW

PANELS AND FRAMING, PEDESTALS TO

MATCH AS NEEDED FOR LAYOUT.

PROVIDE COORDINATION DRAWING PER

SPECIFICATIONS.

PATCH AND REPAIR EXISTING PARTITION.

WALL FINISHES TO MATCH EXISTING.

INFILL CARPET AS REQUIRED. MATCH

EXISTING CORRIDOR FLOOR FINISH.

PROVIDE OPAQUE PRIVACY FILM ON

WINDOW GLAZING

REINSTALL SALVAGED FIRE

EXTINGUISHER CABINET

KNOWLEDGE WALL

PRIOR TO CONSTRUCTION OF NEW

FURRING PARTITION, LAMINATE (1)

LAYER OF 5/8" SOUND BREAK BOARD ON

EXISTING PARTITION. SEAL AROUND

PERIMETER WITH ACOUSTIC SEALANT.

SEE DTL 1/A6.00

KEYNOTES

A

D

3 5 8 92 6

C

B

104 71.5 9.5

A.5

C.5

A4.21

B

A

B

230PRINCIPAL

PRINCIPAL

PRINCIPAL

TD OFFICE

TEAM LEAD

EXECUTIVE

PRINCIPAL

PRINCIPAL

EXEC. CONF.

244B

TD OFFICE

EXECUTIVE

CORR.

233B

EXEC. STAFF

233A

TD AREA

225B

MEF RM 3

WATCH RM

MEF RM 1

MEF RM 2

OPS

225C

CORR.

225A

ELEC

TELE

CL.

VEST.

SCIF

SSO OFF.

S-VTC

EXEC. TD OFF.

VEST.

CLASS. TELE &

ELEC

ICT COORD.

12B

12B

12B

12B

12B 12B

12B

12B

12A

11B11B

12B

A4.20

A4.20

A4.20

A4.20 2

A4.209

A4.21

A4.211 A4.22

A4.21 11

A4.21

A4.213

A4.22 2

A4.21

A4.21

4 SIM

A4.21

4 SIM

A4.21

4 SIM

A4.21

A4.21 4

S

IM

A4.21

1 2

B

233A 225A

4 4

4 4

5 5

1 1 1 1

1 1

1 1

1 1

1 1

B

233A 225A

12B

12B

03B

12B

EXEC. CONF.

244A

12B A4.20

1 SIM

A4.21

3 SIM

S

IM

S

IM

S

IM

3 SIM

2 SIM

2 SIM

3 SIM

A4.21 2

S

IM

A4.212

S

IM

A4.21

11SIM

A4.20

4 SIM

7 8

A4.204

S

IM

A4.22 7

O H

10A

10A

PROJECT NO:

DESIGNED BY:

DRAWN BY:

APPROVED BY:

EPS NO:

SHEET

WORK ORDER NO:

OF

M O

U N

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E A

T H

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G E

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Y O

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SHEET TITLE:

IS

S

U E

B

LO

C K

UNCLASSIFIED / FOR OFFICIAL USE ONLY

UNCLASSIFIED / FOR OFFICIAL USE ONLY

CHECKED BY:

A1.00

NEW WORK PLAN - LEVEL 2

KK/TO

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SEE TELECOM DRAWINGS FOR EXTENT OF

FRT PLYWOOD BACKING IN TELECOM

ROOMS

SEE FURNITURE & EQUIPMENT PLANS FOR

LOCATIONS OF MONITORS AND BRACKETS

FRT BLOCKING TO BE PLACED AT ALL

MONITORS (SEE DETAIL 9/A5.02)

REFER TO THE SPECIAL WALL PLAN - LEVEL

2 DRAWING A0.10 FOR THE LOCATIONS OF

THE PROTECTED AREA (STC 50 / RF

SHIELDED), SPECIAL WALL (STC 50 WALLS -

SCIF BOUNDARY WITH RF SHIELDING),

AND ACOUSTIC WALLS (STC 50 WALLS -

REFER TO PARTITION TYPES).

1.

GENERAL NOTES

4'0 8' 16'

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

PLAN NORTH

COMPASS

NORTH

M A

R K

D A

T E

D E

S C

R

IP

T

IO

N B

Y

1/8" = 1'-0"A1.00

NEW WORK PLAN - LEVEL 21

2.

3.

4.

SHEET OF12 80

FD FD

F E

-1

FE-1

FE-1

FE-1

FD

FE-1

FE-1

F E

-1

FE-1

FE-1

FE-1

S

A

D

3 5 8 92 6

C

B

104 71.5 9.5

A.5

C.5

10' - 7 1/2" 11' - 7 1/2" 10' - 4" 10' - 4" 10' - 4" 7' - 9 1/2"

/2

11' - 2"

C L E

A R

C L E

A R

A L

IG

N

EQ EQ

6' - 2" 8' - 5 1/2"

C L E

A R

ALIGN

ALIGN

CLEAR

14' - 0"

A L

IG

N

A L

IG

N

CLEAR

5' - 0"

CLEAR

4' - 6"

ALIGN

C L E

A R

CLEAR

4' - 0"

A L

IG

N

CLEAR

11' - 0"

ALIGN

1' - 8"

1' - 0"

CLEAR

4' - 3"

S-VTC

VEST.

SSO OFF.

SCIF

CLASS. TELE &

ELEC

ICT COORD.

EXEC. STAFF

233A

EXEC. CONF.

244B

EXEC. CONF.

244A

TD OFFICE

CORR.

233B

PRINCIPAL

PRINCIPAL

PRINCIPAL

PRINCIPAL

PRINCIPAL

EXECUTIVE

TEAM LEAD

TD OFFICE

EXECUTIVE

VEST.

TD AREA

225B

WATCH RM

MEF RM 3

227MEF RM 2

ELEC

CL.

CORR.

225A

OPS

225C MEF RM 1

TELE

EXEC. TD OFF.

LEGEND - DIMENSION

CLEAR

X'-X"

CLEAR DIMENSION ARE

MEASURED FROM FACE OF

GWB TO FACE OF GWB

TYPICAL DIMENSION STRING

(INCLUDES THICKNESS OF

PARTITION - FROM FACE OF

GWB TO FACE OF GWB)

0' - 6"

UNLESS OTHERWISE NOTED

ON FLOOR PLANS, DOORS

SHALL BE LOCATED AS SHOWN

FE-1 FIRE EXTINGUISHER

CABINET - SURFACE

MOUNTED

NOT IN SCOPE

PROJECT NO:

DESIGNED BY:

DRAWN BY:

APPROVED BY:

EPS NO:

SHEET

WORK ORDER NO:

OF

M O

U N

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E A

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SHEET TITLE:

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UNCLASSIFIED / FOR OFFICIAL USE ONLY

UNCLASSIFIED / FOR OFFICIAL USE ONLY

CHECKED BY:

A1.10

DIMENSION PLAN - LEVEL 2

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1/8" = 1'-0"A1.10

DIMENSION PLAN - LEVEL 21

1. ALL DIMENSIONS SHALL BE VERIFIED IN

THE FIELD (VIF); ANY DISCREPANCIES SHALL

BE REPORTED TO THE COR FOR REVIEW.

RESOLUTION TO THE DISCREPANCIES SHALL

OCCUR PRIOR TO CONTINUATION OF THE

WORK IN THE AREA IN QUESTION.

GENERAL NOTES

4'0 8' 16'

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

PLAN NORTH

COMPASS

NORTH

M A

R K

D A

T E

D E

S C

R

IP

T

IO

N B

SHEET OF13 80

MC

MC

MC

MC

A

D

3 5 8 92 6

C

B

104 71.5 9.5

A.5

C.5

10' - 0"

NO CEILING

NO CEILING

234235236237238

244B

233A

233B

231 232

2 2

NO CEILING

225B

9' - 0"

225A

225C

A1.20 A5.00

/8 A5.01

/2 A5.01

A .0

ALIGN

ALIGN

ALIGN

ALIGN

A .0

/7 A5.01

/10 A5.01

A .0

A1.20 A5.01

A .0

A .0

A .0

0' - 8"

0' - 10"

0' - 5"

" 1' - 7"

0' - 8"

5' - 6"

1' - 1"

1' - 1"

1' - 8"

1' - 4"

5' - 4"

1' - 6"

1' - 5"

244A

TYP.

T Y

P

T Y

P

TYP. OF 7 DOUBLE ROLLER SHADE LOCATIONS

5 5

A .0

T

Y P

A .0

T

Y P

PAINT EXPOSED SURFACES ABOVE, P-2

DOUBLE ROLLER SHADES WS-2. REFER

TO A5.01 FOR DETAILS.

OVERHEAD RETRACTABLE ACOUSTIC

PARTITION IN GWB BULKHEAD

PROVIDE OPAQUE PRIVACY FILM ON

WINDOW GLAZING

24" x 24" METAL CEILING ACCESS

PANEL, PAINTED TO MATCH GWB

BULKHEAD FOR ACCESS TO THE

OVERHEAD RETRACTABLE ACOUSTIC

WALL MOTORS, PER REQS OF MFR.

KEYNOTES

2'x2' LIGHT FIXTURE

2'X2' ACT-1

GWB CEILING OR BULKHEAD

STRIP LIGHT

SUPPLY DIFFUSER

RETURN DIFFUSER

EXIT SIGN CEILING MOUNTED

DOWNLIGHT

LIGHTING CONTROL SENSOR

EMERGENCY LIGHT FIXTURE

LEGEND - RCP

EXIT SIGN WALL MOUNTED

NOTE: SEE SPECIFIC DISCIPLINE DWGS FOR

SIZE AND TYPE OF DEVICES

TILE SET OUT POINT

SMOKE DETECTOR

SPEAKER / STROBE

MC MOTION SENSOR

VISITOR BEACON

HEAT DETECTOR

NOT IN SCOPE

PROJECT NO:

DESIGNED BY:

DRAWN BY:

APPROVED BY:

EPS NO:

SHEET

WORK ORDER NO:

OF

M O

U N

T W

E A

T H

E R

E M

E R

G E

N C

Y O

P E

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SHEET TITLE:

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UNCLASSIFIED / FOR OFFICIAL USE ONLY

UNCLASSIFIED / FOR OFFICIAL USE ONLY

CHECKED BY:

A1.20

REFLECTED CEILING PLAN -

LEVEL 2

KK/TO

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1/8" = 1'-0"A1.20

RCP - LEVEL 21

1. ALL CEILINGS SHALL BE 9'-0" AFF UNLESS

NOTED OTHERWISE

2.SEE DRAWING A6.41 ARCHITECTURAL

FINISH SCHEDULE AND DRAWING A6.42

ARCHITECTURAL FINISH LEGEND FOR

CEILING TYPES.

3. FOR ACT SYSTEMS WITHIN A SINGLE

ROOM OR SPACE, CENTER THE GRID SUCH

THAT THE WIDTH OF THE PERIMETER TILES

IS EQUAL TO OR GREATER THAN ONE-HALF

OF THE WIDTH OF A STANDARD TILE, EACH

SIDE, AND IN BOTH DIRECTIONS: UNLESS

OTHERWISE NOTED.

4. FOR ACT SYSTEMS, LOCATE FIXTURE AND

DEVICE IN CENTER OF TILE, EACH WAY.

5. SUSPEND FIXTURES AND EQUIPMENT

FROM STRUCTURE ABOVE (SEE MEP AND

THE SPECIFICATION).

GENERAL NOTES

4'0 8' 16'

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

PLAN NORTH

COMPASS

NORTH

M A

R K

D A

T E

D E

S C

R

IP

T

IO

N B

SHEET OF14 80

FD FD

F E

-1

FE-1

FE-1

A B

C

FE-1

FD

FE-1

FE-1

F

E -1

FE-1

FE-1

FE-1 SLV SLV

S S

S

S S D

S S

S

S

S

SD SD

S SSSS

S

S

SD

S S

S

S

S

S

S

S3

S

J

J

S

J JJ

S

A

D

3 5 8 92 6

C

B

104 71.5 9.5

A.5

C.5

E-1

E-1 E-1

E-1

E-22

E-22

E-22

E-22

E-22 E-22 E-22 E-22

E-2 E-2

E-2 E-2

E-1

E-1

E-2 E-2

E-22

E-2

(14)

E-2

PRINCIPAL

PRINCIPAL

TD OFFICE

TEAM LEAD

EXECUTIVE

PRINCIPAL

PRINCIPAL

EXEC. CONF.

244B

TD OFFICE

EXECUTIVE

EXEC. STAFF

233A

CORR.

233B

PRINCIPAL

TD AREA

225B

WATCH RM

MEF RM 3

MEF RM 1

MEF RM 2

OPS

225C

CORR.

225A

ELEC

TELE

CL.

VEST.

EXEC. TD OFF.

CLASS. TELE &

ELEC

SSO OFF.

VEST.

SCIF

S-VTC

ICT COORD.

E-6

S T

-2

E-23

E-7

E-3

E-3

E-1 E-1

E-1

E-3

E-1

ST-8

C-1

WS-1

C-2

MA-1

(9)

(4)

T-2

T-1

LK-1

C-2

S F

-2

T-3

T-4

WS-4

E-5

E-5

E-5

E-5

E-5

E-5

E-5

E-5

E-5 E-5 E-5 E-5

E-5

E-26

E-26 E-26

E-26

E-5 E-5

E-5

E-5

E-5

E-5

E-5 E-5

E-5

E-5

W S

-5

WS-5

WS-5 WS-5

WS-5

WS-5

WS-2

WS-2

WS-2

WS-2

WS-2

(20)

T-5

ST-3 ST-4

WS-1

WS-1 WS-1

(8)

W S

-7 W

S -7

W S

-7

WS-7A WS-7A WS-7A

WS-7 WS-7

W S

-8 A

WS-8 WS-8

W S

-9

WS-10 WS-10A

WS-10

WS-11

WS-11

W S

-1 5 C-1

C-2 C-2

C-2

C-2

C-2

C-2

C-3

C-3 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2

(3)

MA-1

ST-8

C-1

WS-6

(18)

(5)

C-1(8) (12)

MA-1

C-1(5)

E-8 E-9

E-10 E-11

E-12 E-13 E-14

E-15 E-162

E-18

E-18

E-17 E-18

E-17

E-17

E-17 E-17

E-17 E-17

E-17

E-20

E-19

E-20

E-21

E-19

E-20

E-19

E-19

E-19 E-19 E-19 E-19

E-19 E-19 E-19

E-20

E-19

E-19

E-21

E-21

C-1

MA-1

C-3

E-21

E-21

C -1

W S

-1

E-18

E-7

E-4

(16)

C-3

T-8

MA-1

ST-1

C-1

WS-5

A-1

A-1

A-1

A-1

A-1

A-1 A-1 A-1 A-1 A-1

EXEC. CONF.

244A

SF-1

C-1

W S

-1

MA-1

C-1

WS-7A

SF-2

ST-7

C-1

MA-1

ST-1

WS-3

E-24

E-25

E-25

E-25 E-25

W S

-7

W S

-7

C-1

MA-1

WS-7

WS-7

MA-1

W S

-8 A

(2)

WS-8

C-1

MA-1

WS-6WS-6

C-1 MA-3

WS-11

MA-1C-1

C-1

W S

-1

E-24

A-1

E-27

E-28

E-29

ST-1

E-15

E-15

C-2 (7)

WS-5

A-1

E-15

ST-1

ST-1C-4

C-3

C-3

WS-9A

MA-2

C-1

MA-1

W S

-1

TR-1

TR-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

W S

-1

GENERAL NOTES

1. REFER TO FURNITURE AND EQUIPMENT

SCHEDULES ON SHEET A6.40.

2. PROVIDE FRT BLOCKING AT ALL MONITOR

LOCATIONS.

3. REFER TO FF&E SPEC BOOK FOR

ADDITIONAL INFORMATION ON FURNITURE,

EQUIPMENT AND WORKSTATION TYPICAL

ENLARGEMENTS + COMPONENTS.

4. FLOOR BOXES AND OUTLETS ARE SHOWN

FOR REFERENCE ONLY. REFER TO

ELECTRICAL & TELECOM DRAWINGS FOR

POWER AND DATA PLANS & SCHEDULES.

ELECTRICAL 3-PRONG CONNECTION

TO FLOOR BOX TO DISTRIBUTE

POWER IN TABLE TOP MODULE.

DATA PORT ACCESS AT TABLE TOP

MODULE.

OVERHEAD RETRACTABLE ACOUSTIC

PARTITION IN GWB BULKHEAD (STC 51)

KNOWLEDGE WALL

TELECOM CABINET

KEYNOTES

NOT IN

SCOPE

LEGEND

WORKSTATION

PARTITIONS

(P-1)

TYPICAL

WORKSTATION

(WS-4, WS-7A,

WS-8A, WS-16)

SERVER RACK RACK

29"

36"

TYPICAL

WORKSTATION

(WS-6, WS-7,

WS-11)

29"

TYPICAL

WORKSTATION -

CUBICLE

(WS-1, WS-2)

24" 42"

DUPLEX

CONVENIENCE

RECEPTACLE

FLOOR BOX

TYPICAL

WORKSTATION

(WS-5)

43" 29"

72"

TYPICAL

WORKSTATION

(WS-10, WS-10A)

49" 29"

TYPICAL

WORKSTATION

(WS-8, WS-12,

WS-15)

29"

TYPICAL

WORKSTATION

(WS-9, WS-9A)

29"

TYPICAL

WORKSTATION

(WS-14A, WS-14B)

30"

TRASH RECEPTACLE

(TR-1)

PROJECT NO:

DESIGNED BY:

DRAWN BY:

APPROVED BY:

EPS NO:

SHEET

WORK ORDER NO:

OF

M O

U N

T W

E A

T H

E R

E M

E R

G E

N C

Y O

P E

R A

T

IO

N S

C E

N T

E R

M O

U N

T W

E A

T H

E R

, V

IR

G

IN

IA

-2

SHEET TITLE:

IS

S

U E

B

LO

C K

UNCLASSIFIED / FOR OFFICIAL USE ONLY

UNCLASSIFIED / FOR OFFICIAL USE ONLY

CH…