Attachment F - WRNMMC Building 9 - Final Drawings.pdf

NAVAL FACILITIES ENGINEERING COMMAND (NAVFAC)

WALTER REED NATIONAL MILITARY MEDICAL CENTER

BETHESDA, MD

1. ARCHITECT:

MTFA ARCHITECTURE INC.

3200 LEE HIGHWAY

ARLINGTON, VA 22207

2. STRUCTURAL ENGINEER:

MCMULLAN CONSULTING ENGINEERS

11800 SUNRISE VALLEY DR., SUITE 430

RESTON, VA 20191

3. MECHANICAL, ELECTRICAL, AND PLUMBING:

SUMMER CONSULTANTS, INC.

7900 WESTPARK DRIVE, SUITE A405

MCLEAN, VA 22102

4. FIRE PROTECTION / LIFE SAFETY:

JENSEN HUGHES, INC.

4601 N. FAIRFAX DRIVE, SUITE 1200

ARLINGTON, VA 22203

5. INTERIORS:

DBI ARCHITECTS, INC.

1984 ISAAC NEWTON SQUARE WEST, SUITE 400

RESTON, VA 20190

6. COST ESTIMATOR:

RIB U.S. COST

241 GARRISONVILLE RD., SUITE 202

STAFFORD, VA 22554

7. SECURITY:

STONE SECURITY ENGINEERING

2011 CRYSTAL DR, SUITE 400

ARLINGTON, VA 22202

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

W A

S H

IN

G

T O

N N

A V

A L

S U

P P

O R

T A

C T

IV

IT

Y B

E T

H E

S D

A M

A R

Y L

A N

D

AS NOTED

P U

B L

IC

W

O R

K S

D E

P A

R T

M E

N T

B

E T

H E

S D

A

3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 9635,

EXPIRATION DATE 8/15/23.

/1

/2

:4

:5

A

M

G-001

B U

IL

D

IN

G

E

N T

R A

N C

E A

N D

C O

R R

ID

O

R

M O

D E

R N

IZ

A

T

IO

N

C O

V E

R S

H E

E T

MJB

13143612

PJ CM

FINAL DESIGN SUBMISSION

1677850

B E

T H

E S

D A

, M D

W A

LT

E

R R

E E

D N

A T

IO

N

A L

M

IL

IT

A

R Y

M E

D

IC

A L

C E

N T

E R

G -0

F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/1

/2

/1

7/

F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

VICINITY MAP (NTS)

LOCATION MAP (NTS)

PROJECT SITE

PROJECT TEAM DRAWING INDEX

TRUE

NORTH

TRUE

NORTH

BUILDING 9 ENTRANCE AND CORRIDOR MODERNIZATION

FINAL DESIGN SUBMISSION - MAY 17, 2022

WALTER REED NATIONAL MILITARY MEDICAL CENTER, BETHESDA, MD.

SHEET # NAVFAC_NO SHEET NAME

MD101 13143729 FIRST FLOOR AREA B - DEMOLITION

MD102 13143730 FIRST FLOOR AREA C - DEMOLITION

07-Mechanical

M-101 13143731 FIRST FLOOR AREA B

M-102 13143732 FIRST FLOOR AREA C

M-501 13143733 DETAILS

M-601 13143734 SCHEDULES

08-Electrical

E-001 13143735 SYMBOLS & ABBREVIATIONS

ED101 13143736 FIRST FLOOR AREA A - DEMOLITION

ED102 13143737 FIRST FLOOR AREA B - DEMOLITION

ED103 13143738 FIRST FLOOR AREA C & D - DEMOLITION

ED104 13143739 SECOND FLOOR AREA A - DEMOLITION

ED105 13143740 SECOND FLOOR AREA B - DEMOLITION

ED106 13143741 SECOND FLOOR AREA C - DEMOLITION

08-Electrical

E-101 13143742 FIRST FLOOR LIGHTING AREA A

E-102 13143743 FIRST FLOOR LIGHTING AREA B

E-103 13143744 FIRST FLOOR LIGHTING AREA C & D

E-104 13143745 SECOND FLOOR LIGHTING AREA A

E-105 13143746 SECOND FLOOR LIGHTING AREA B

E-106 13143747 SECOND FLOOR LIGHTING AREA C

E-107 13143748 FIRST FLOOR POWER AREA A

E-108 13143749 FIRST FLOOR POWER AREA B

E-109 13143750 FIRST FLOOR POWER AREA C

E-110 13143751 SECOND FLOOR POWER AREA A

E-111 13143752 SECOND FLOOR POWER AREA B

E-501 13143753 LIGHTING DETAILS

E-601 13143754 RISER DIAGRAMS

E-701 13143755 SWITCHBOARD SCHEDULE

E-702 13143756 PANEL SCHEDULE

E-703 13143757 PANEL SCHEDULE

E-704 13143758 PANEL SCHEDULE

E-705 13143759 PANEL SCHEDULE

90-Fire Alarm

FA001 13143760 FIRE ALARM NOTES AND LEGEND

FAD101 13143761 FIRE ALARM DEMOLITION FIRST FLOOR PLAN - AREA A

FAD102 13143762 FIRE ALARM DEMOLITION FIRST FLOOR PLAN - AREA B

FAD103 13143763 FIRE ALARM DEMOLITION FIRST FLOOR PLAN - AREA C

FAD104 13143764 FIRE ALARM DEMOLITION SECOND FLOOR PLAN - AREA A

FAD105 13143765 FIRE ALARM DEMOLITION SECOND FLOOR PLAN - AREA B

FAD106 13143766 FIRE ALARM DEMOLITION SECOND FLOOR PLAN - AREA C

90-Fire Alarm

FA101 13143767 FIRE ALARM FIRST FLOOR PLAN - AREA A

FA102 13143768 FIRE ALARM FIRST FLOOR PLAN - AREA B

FA103 13143769 FIRE ALARM FIRST FLOOR PLAN - AREA C

FA104 13143770 FIRE ALARM SECOND FLOOR PLAN - AREA A

FA105 13143771 FIRE ALARM SECOND FLOOR PLAN - AREA B

FA106 13143772 FIRE ALARM SECOND FLOOR PLAN - AREA C

Sheet Grand Total: 162

SHEET # NAVFAC_NO SHEET NAME

A-405 13143673 ENLARGED CHECK-IN STATION PLANS - ULTRASOUND

A-406 13143674 ENLARGED CHECK-IN STATION PLANS - GENERAL SURGERY

A-407 13143675 ENLARGED CHECK-IN STATION PLANS - MAXILLOFACIAL

A-408 13143676 ENLARGED CHECK-IN STATION PLANS - HOSPITAL DENTISTRY

A-409 13143677 ENLARGED CHECK-IN STATION PLANS - PLASTIC SURGERY

A-410 13143678 ENLARGED CHECK-IN STATION PLANS - SLEEP DISORDER

A-411 13143679 PATIENT RELATIONS

A-412 13143680 PATIENT RELATIONS - BREAK & COPY ROOM

A-413 13143681 RADIOLOGY - CAFE

A-414 13143682 PHARMACY FLOOR PLAN & ELEVATION

A-421 13143683 ENLARGED STAIR PLANS AND SECTIONS

A-422 13143684 STAIR DETAILS

A-423 13143685 ENLARGED INFORMATION DESK PLANS

A-431 13143686 EAST ENTRANCE

A-432 13143687 EAST ENTRANCE - DETAILS

A-501 13143688 CEILING DETAILS

A-502 13143689 CEILING DETAILS

A-510 13143690 PATIENT RELATIONS DETAILS

A-601 13143691 PARTITION SCHEDULE

A-602 13143692 DOOR SCHEDULE

A-701 13143693 MILLWORK DETAILS

A-702 13143694 PHARMACY MILLWORK DETAILS

A-703 13143695 CAFE MILLWORK

A-704 13143696 MILLWORK DETAILS

04-Architectural - Finishes

AF101 13143697 OVERALL FIRST FLOOR FINISH PLAN

AF102 13143698 FIRST FLOOR FINISH PLAN - AREA A

AF103 13143699 FIRST FLOOR FINISH PLAN - AREA B

AF104 13143700 FIRST FLOOR FINISH PLAN - AREAS C & D

AF105 13143701 FIRST FLOOR FINISH PLAN - PATIENT RELATIONS

AF106 13143702 OVERALL SECOND FLOOR FINISH PLAN

AF107 13143703 SECOND FLOOR FINISH PLAN - AREA A

AF108 13143704 SECOND FLOOR FINISH PLAN - AREA B

AF109 13143705 SECOND FLOOR FINISH PLAN - AREA C

AF110 13143706 FINISH SCHEDULE & DETAILS

AF111 13143707 FINISH BOARD

04.1-Interior Furniture

IF101 13143708 LEVEL 1 - FURNITURE PLAN

IF102 13143709 LEVEL 1 - ENLARGED FURNITURE PLANS

IF201 13143710 LEVEL 2 - FURNITURE PLAN

IF202 13143711 LEVEL 2 - ENLARGED FURNITURE PLANS

IF301 13143712 FURNITURE SCHEDULES

05-Fire Protection

FX001 13143713 FIRE SUPPRESSION NOTES AND LEGEND

05-Fire Protection

FD101 13143714 FIRE SUPPRESSION FIRST FLOOR DEMOLITION - AREA A

FD102 13143714 FIRE SUPPRESSION FIRST FLOOR DEMOLITION - AREA B

FD103 13143715 FIRE SUPPRESSION FIRST FLOOR DEMOLITION - AREA C

FD104 13143716 FIRE SUPPRESSION SECOND FLOOR DEMOLITION - AREA A

FD105 13143717 FIRE SUPPRESSION SECOND FLOOR DEMOLITION - AREA B

FD106 13143718 FIRE SUPPRESSION SECOND FLOOR DEMOLITION - AREA C

05-Fire Protection

FX101 13143719 FIRE SUPPRESSION FIRST FLOOR PLAN - AREA A

FX102 13143720 FIRE SUPPRESSION FIRST FLOOR PLAN - AREA B

FX103 13143721 FIRE SUPPRESSION FIRST FLOOR PLAN - AREA C

FX104 13143722 FIRE SUPPRESSION SECOND FLOOR PLAN - AREA A

FX105 13143723 FIRE SUPPRESSION SECOND FLOOR PLAN - AREA B

FX106 13143724 FIRE SUPPRESSION SECOND FLOOR PLAN - AREA C

06-Plumbing

P-001 13143725 SYMBOLS & ABBREVIATIONS

PD101 13143726 FIRST FLOOR AND BASEMENT DEMOLITION

06-Plumbing

P-101 13143727 FIRST FLOOR AND BASEMENT

07-Mechanical

M-001 13143728 SYMBOLS & ABBREVIATIONS

SHEET # NAVFAC_NO SHEET NAME

01-General

G-001 13143612 COVER SHEET

G-002 13143613 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS

02-Life Safety

GI001 13143614 LIFE SAFTEY NOTES AND LEGEND

GI101 13143615 EXISTING LIFE SAFETY FIRST FLOOR PLAN

GI102 13143616 EXISTING LIFE SAFETY SECOND FLOOR PLAN

GI103 13143617 NEW LIFE SAFETY FIRST FLOOR PLAN

GI104 13143618 NEW LIFE SAFETY PLAN SECOND FLOOR

03-Structural

S-001 13143619 DESIGN NOTES

S-002 13143620 DESIGN NOTES AND ABBREVIATIONS

S-101 13143621 FIRST FLOOR PARTIAL FRAMING PLAN

S-102 13143622 SECOND FLOOR PARTIAL FRAMING PLAN

S-501 13143623 SECTIONS AND DETAILS

S-502 13143624 SECTIONS AND DETAILS

04-Architectural - Demolitition

AD101 13143625 OVERALL FIRST FLOOR DEMOLITION

AD102 13143626 FIRST FLOOR DEMOLITION - AREA A

AD103 13143627 FIRST FLOOR DEMOLITION - AREA B

AD104 13143628 FIRST FLOOR DEMOLITION - AREA C & D

AD105 13143629 OVERALL SECOND FLOOR PLAN

AD106 13143630 SECOND FLOOR DEMOLITION - AREA A

AD107 13143631 SECOND FLOOR DEMOLITION - AREA B

AD108 13143632 SECOND FLOOR DEMOLITION - AREA C

AD109 13143633 ENLARGED DEMOLITION FLOOR PLAN - PATIENT RELATIONS

AD111 13143634 REFLECTED CEILING PLAN DEMO - FIRST FLOOR

AD112 13143635 REFLECTED CEILING PLAN DEMO - FIRST FLOOR AREA A

AD113 13143636 REFLECTED CEILING PLAN DEMO - FIRST FLOOR AREA B

AD114 13143637 REFLECTED CEILING PLAN DEMO - FIRST FLOOR AREA C & D

AD115 13143638 REFLECTED CEILING PLAN DEMO - SECOND FLOOR

AD116 13143639 REFLECTED CEILING PLAN DEMO - SECOND FLOOR AREA A

AD117 13143640 REFLECTED CEILING PLAN DEMO - SECOND FLOOR AREA B

AD118 13143641 REFLECTED CEILING PLAN DEMO - SECOND FLOOR AREA C

AD119 13143642 ENLARGED DEMOLITION RCP - PATIENT RELATIONS

AD201 13143643 BUILDING ENTRY ELEVATIONS

AD301 13143644 SECTIONS

AD310 13143645 ENLARGED SECTIONS

AD311 13143646 ENLARGED SECTIONS

AD312 13143647 ENLARGED SECTIONS

04-Architectural

A-101 13143648 OVERALL FIRST FLOOR PLAN

A-102 13143649 FIRST FLOOR PLAN - AREA A

A-103 13143650 FIRST FLOOR PLAN - AREA B

A-104 13143651 FIRST FLOOR PLAN - AREA C & D

A-105 13143652 OVERALL SECOND FLOOR PLAN

A-106 13143653 SECOND FLOOR PLAN - AREA A

A-107 13143654 SECOND FLOOR PLAN - AREA B

A-108 13143655 SECOND FLOOR PLAN - AREA C

A-109 13143656 ENLARGED FLOOR PLAN - PATIENT RELATIONS

A-111 13143657 REFLECTED CEILING PLAN - FIRST FLOOR

A-112 13143658 REFLECTED CEILING PLAN - FIRST FLOOR AREA A

A-113 13143659 REFLECTED CEILING PLAN - FIRST FLOOR AREA B

A-114 13143660 REFLECTED CEILING PLAN - FIRST FLOOR AREA C & D

A-115 13143661 REFLECTED CEILING PLAN - SECOND FLOOR

A-116 13143662 REFLECTED CEILING PLAN - SECOND FLOOR AREA A

A-117 13143663 REFLECTED CEILING PLAN - SECOND FLOOR AREA B

A-118 13143664 REFLECTED CEILING PLAN - SECOND FLOOR AREA C

A-119 13143665 ENLARGED REFLECTED CEILING PLAN - PATIENT RELATIONS

A-301 13143666 BUILDING SECTIONS

A-310 13143667 ENLARGED SECTIONS

A-311 13143668 ENLARGED SECTIONS

A-401 13143669 ENLARGED CHECK-IN STATION PLANS - NEUROSURGERY

A-402 13143670 ENLARGED CHECK-IN STATION PLANS - GASTROENTEROLOGY

A-403 13143671 ENLARGED CHECK-IN STATION PLANS - NEPHROLOGY

A-404 13143672 ENLARGED CHECK-IN STATION PLANS - PULMONARY

PROJECT AREA

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

ABBREV ABBREVIATIONS

ABV ABOVE

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANC ANCHORS

APPROX APPROXIMATE

ARCH ARCHITECTURAL

A/V AUDIO/VISUAL

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BY OWNER

BOT BOTTOM

BTM BOTTOM

BRD BOARD

BRKT BRACKET

BR BULLET RESISTANT

BU BUILT-UP

CAB CABINET

CEM CEMENTITIOUS

CF CUBIC FOOT (FEET)

CI CAST IRON

CJ CONTROL JOINT

CLG CEILING

CLL CONTRACT LIMIT LINE

CL CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CS COURSES

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CTSK COUNTER SUNK

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

MTD MOUNTED

N NORTH

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NR NOT RATED

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OFCI OWNER FURNISHED/ CONTRACTOR INSTALLED

OH OVERHEAD

OPG OPENING

OPHD OPPOSITE HAND

OPP OPPOSITE

PAR PARTIAL

PTN PARTITION

PED PEDESTRIAN

PLAM PLASTIC LAMINATE

PLX PLEXIGLASS

PLYWD PLYWOOD

PNL PANEL

POL POLISH(ED)

PR PAIR

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PTD PAINTED

QT QUARRY TILE

QTY QUANTITY

RAD RADIUS

RD ROOF DRAIN

RCP REFLECTED CEILING PLAN

REF REFERENCE

REFG REFRIGERATOR

REINF REINFORCED (ING)

REQ'D REQUIRED

RES RESILIENT

REV REVISE (REVISION)

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

SC SOLID CORE

SCHED SCHEDULE (SCHEDULED)

SCWD SOLID CORE WOOD DOOR

SECT SECTION

SF SQUARE FOOT (FEET)

SFPS STRETCHED FABRIC PNL. SYS

DH DOUBLE-HUNG

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION (DIVIDED)

DN DOWN

DS DOWN SPOUT

DR DOOR

DW DISHWASHER

DWG DRAWING

DWGS DRAWINGS

DWR DRAWER

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FG FINISH GRADE

FT FOOT (FEET)

FF FINISHED FLOOR

FF&E FIXTURE FURNITURE & EQUIPMENT

FVC FIRE VALVE CABINET

FIN FINISH

FLR FLOOR(ING)

FLEX FLEXIBLE

FLSG FLASHING

FLUOR FLUORESCENT

FR FRAME

FRPF FIRE PROOFING

FRT FIRE RETARDANT TREATED

FTG FOOTING

FUR FURRING

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS

GOV'T GOVERNMENT

GR GRADE

GWB GYPSUM WALLBOARD

HB HOSE BIB

HC HOLLOW CORE

HD HEAVY DUTY

HDWD HARDWOOD

HDWE HARDWARE

HT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HVAC HEATING VENT, AIR COND

ID INSIDE DIAMETER

IGU INSULATED GLASS UNIT

INFO INFORMATION

INST INSTALLATION

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCK DOWN

KIT KITCHEN

KO KNOCK OUT

LAM LAMINATED

LAV LAVATORY

LIN LINEAR

LP LOWPOINT

LT LIGHT

LW LIGHTWEIGHT

MACH MACHINE

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEMB MEMBRANE

MTL METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

MOD MODIFIED

MWP METAL WALL PANEL

MR MOISTURE RESISTANT

SHT SHEET

SIM SIMILAR

SHR SHOWER

SL SLIDING

SPEC SPECIFICATION

SQ SQUARE

SSK SERVICE SINK

SS STAINLESS STEEL

ST STAIN(ED)

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STN STAIN

STR STAIR

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

SYS SYSTEM

TB TACK BOARD

TBR TO BE REMOVED

TEL TELEPHONE

TEMP TEMPERED

T&G TONGUE & GROOVE

THK THICK

THR THRESHOLD

TLT TOILET

TO TOP OF

TOS TOP OF SLAB

TOSTL TOP OF STEEL

TV TELEVISION

TYP TYPICAL

UL UNDERWRITER'S LABORATORIES

UNF UNFINISHED

UNO UNLESS NOTIFIED OTHERWISE

UON UNLESS OTHERWISE NOTED

UR URINAL

UTL UTILITY

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VEST VESTIBULE

W WEST

W/ WITH

WD WOOD

WH WATER HEATER

W/O WITH OUT

WP WATERPROOFING

WR WATER RESISTANT

WT WEIGHT

PARTITION TYPE

COLUMN REFERENCE

DETAILS

INTERIOR ELEVATION

REFERENCE

BUILDING / WALL SECTION

EXTERIOR ELEVATION REFERENCE

DRAWING TITLE

KEY NOTE

(First number indicates specification division)

WINDOW / LOUVER / GLASS TYPE

ROOM NAME & NUMBER

REVISION

SPOT ELEVATION

DOOR NUMBER

A101

A101

A101

A101

VEW #

SHT #

DRAWING TITLE

SCALE

DRAWING TITLE

BACK REFERENCED

VEW #

SHT

DRAWING TITLE

SCALEREF

A101

ROOM

NAME

9'-0" CEILING HEIGHT A.F.F.

ACT-1 CEILING MATERIAL

1a

W1a

CONCRETE MASONRY

CUT BLOCKING / SHIM

WOOD BLOCKING

RIGID INSULATION

BATT INSULATION

CONCRETE

BRICK

FINISH WOOD / HARD WOOD

SEALANT / CAULKING

ENGINEERED FILL

STEEL

GYPSUM

1. WORK MUST BE PERFORMED IN ACCORDANCE WITH RULES AND REGULATIONS OF GOVERNMENT AGENCIES HAVING JURISDICTION AND MUST CONFORM TO ALL ARCHITECTURAL BARRIERS ACT (ABA) AND THE AMERICANS WITH DISABILITIES AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS), NFPA, CITY, COUNTY, STATE, AND FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAW, CODES, STATUTES, AND ORDINANCES.

2. ALL CONTRACTORS MUST BE RESPONSIBLE FOR VISITING THE SITE AND EXAMINING EXISTING CONDITIONS PRIOR TO SUBMITTING A BID FOR THE WORK.

3. CONSTRUCTION OF WORK INDICATED ON THE DRAWINGS AS (N.I.C.) IS NOT IN CONTRACT.

4. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT GOVERNMENT BEFORE PROCEEDING WITH THE WORK. TYPICAL DETAILS

APPLY AT ALL SIMILAR CONDITIONS WHETHER CROSS REFERENCED OR NOT.

5. REQUIRED WORK OF A TRADE MAY BE AFFECTED BY INFORMATION ON OTHER TRADE SHEETS. ALL BIDS ARE BASED ON EXAMINATION OF A FULL SET OF DOCUMENTS.

THE CONTRACTOR MUST COORDINATE THE WORK OF ALL TRADES AND SUBCONTRACTORS.

6. DIMENSION UNITS ARE IMPERIAL UNITS UNLESS NOTED OTHERWISE.

7. DIMENSIONS SHOWN ARE TO THE FINISHED FACE, CENTER-LINE OF DOOR OPENING AND COLUMN GRID LINES UNLESS NOTED OTHERWISE.

8. "VIF" OR ± INDICATED DIMENSIONS MUST BE FIELD VERIFIED. WHEN ACTUAL FIELD DIMENSIONS VARY IN SUCH A WAY THAT IT AFFECTS ELEMENTS WITHIN THE STRING, NOTIFY GOVERNMENT IMMEDIATELY.

9. DO NOT SCALE DRAWINGS. WHERE DIMENSIONS OR EXACT LOCATIONS ARE REQUIRED AND NOT INCLUDED ON THE DRAWINGS, REQUEST INFORMATION FROM

GOVERNMENT.

10. THE INFORMATION CONTAINED HEREIN MAY REQUIRE ADJUSTMENT OR MODIFICATION TO CONFORM TO EXISTING CONDITIONS. IN CASES WHERE CHANGES IN DETAILS

ARE NECESSARY, THESE DRAWINGS ARE USED TO SHOW ONLY THE DESIGN INTENT.

11. INSTALL MATERIALS, EQUIPMENT, HARDWARE, AND OTHER ELEMENTS IN STRICT COMPLIANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE LOCATION OF CONCEALED SUPPORTS OR BLOCKING TO ENSURE PROPER INSTALLATION PRIOR TO CLOSING OF WALLS.

12. ALL DAMAGE TO EXISTING CONSTRUCTION AND PROPERTY BY THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE NAVFAC CM, RECEIVE DIRECTION AND BE REPLACED AT

THE CONTRACTOR'S EXPENSE WITH NEW MATERIALS TO MATCH EXISTING.

13. ELECTROLYTIC PROTECTION MUST BE PROVIDED BETWEEN DISSIMILAR METALS WHENEVER THE TWO ARE IN CONTACT.

14. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE MUST BE SEALED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY WITH ADJACENT MATERIALS TO ELIMINATE AIR LEAKAGE & WATER INFILTRATION.

15. A FULL AND COMPLETE JOB IS REQUIRED UNDER THIS CONTRACT. MATERIAL AND LABOR WHICH ARE RELATED TO THE WORK BUT NOT SPECIFICALLY INDICATED, AND WHICH ARE REQUIRED FOR A PROFESSIONALLY FINISHED JOB, MUST BE A PART OF THE WORK.

16. WORK IS TO BE PERFORMED IN A FULLY OCCUPIED BUILDING. PERIODS OF SYSTEM INTERRUPTIONS MUST BE APPROVED BY BUILDING MANAGEMENT AND MUST BE LIMITED TO OFF HOURS/DAYS. THE GOVERNMENT AND TENANT REQUIRE A 72 HOUR NOTIFICATION OF SYSTEM INTERRUPTIONS. SEE WORK RESTRICTION IN THE

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

17. VERIFICATION & ADJUSTMENT OF LAYOUTS IS PART OF THE SCOPE OF WORK. PROVIDE CONFIRMATION OF ALL DIMENSIONS AND LAYOUT WITH THE GOVERNMENT PRIOR TO INSTALLATION OF SYSTEMS. THE CONTRACTOR IS RESPONSIBLE FOR ON-SITE VERIFICATION OF ALL GRADES, FIELD CONDITIONS, QUANTITIES, AND DIMENSIONS

PRIOR TO CONSTRUCTION.

18. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF ALL APPLICABLE PERMITS.

19. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN.

20. NO MATERIAL CUTTING OR FABRICATION OF ANY WORK WILL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED WRITTEN AND/OR STAMPED APPROVAL (FROM THE

GOVERNMENT) OF RELATED SHOP DRAWINGS AND MANUFACTURERS' SPECIFICATION DATA.

21. THE CONTRACTOR IS TO PROVIDE CLOSE OUT DOCUMENTATION UPON COMPLETION OF THE PROJECT TO THE NAVFAC. COORDINATE FINAL REQUIREMENTS WITH

GOVERNMENT. GC TO PROVIDE ELECTRONIC AND HARD COPIES OF AS-BUILTS.

22. THE CONTRACTOR MUST MAINTAIN EMERGENCY EGRESS ACCESS AND ENSURE SECURITY OF THE SPACE AT ALL TIMES.

23. WORK MUST BE COMPLETED DURING TYPICAL OPERATION HOURS EXCEPT FOR SHUT DOWNS AND WORK INVOLVING NOISE OR ODORS AND WORK INVOLVING OTHER OCCUPIED FLOORS AND ADJACENT SPACES. WORK INVOLVING NOISE OR ODORS, AND WORK INVOLVING OTHER OCCUPIED FLOORS AND ADJACENT SPACES MUST BE

COORDINATED WITH ADVANCED NOTICE TO NAVFAC CM AND HOSPITAL REP. AS REQUIRED.

24. COMPLETE SPECIFICATIONS ARE TO BE A PART OF THIS CONSTRUCTION DOCUMENT SUBMITTAL.

25. EXISTING FIRE SEPARATION WALLS AND THEIR RATINGS MUST BE MAINTAINED BETWEEN THE CONSTRUCTION AREA AND OCCUPIED AREAS. PROVIDE TEMPORARY FIRE

BARRIERS AS REQUIRED.

THE WORK INCLUDES ARCHITECTURAL DESIGN SERVICES TO MODERNIZE THE EAST HOSPITAL ENTRANCE INCLUDING A RENOVATION OF THE MAIN LOBBY AND SUPPORTING CORRIDORS FOR BUILDING 9. THE EXISTING FRONT CURTAIN WALL IS TO BE REMOVED AND REPLACED WITH A UPDATED CURTAIN WALL SYSTEM. THE NEWLY DESIGNED ENTRANCE WILL INCLUDE EXTERIOR AND INTERIOR BUILDING FINISHES, SAFETY, WEATHER PROTECTION, INFECTION CONTROL, WALKWAYS, ENTRANCE DOORS, LIGHTING, AND HVAC. NEW INTERIOR FEATURES INCLUDE A MONUMENTAL STAIRWAY / INFORMATION DESKS, CHECK-IN STATIONS, VISITOR SEATING / WAITING, ACOUSTICAL TREATMENTS, WALL PANELING, CEILING FINISHES, LED LIGHTING, FIRE PROTECTION SYSTEM UPGRADES, AND INCIDENTAL RELATED WORK.

THE SCOPE OF WORK MAY INITIALLY INCLUDE CORING OF STRUCTURAL SLAB. IF CORING OF STRUCTURAL SLAB IS REQUIRED THEN THE FOLLOWING MUST BE ADHERED TO. CUTTING OF REINFORCEMENT IS NOT PERMITTED. THE CONTRACTOR WILL BE RESPONSIBLE FOR STEEL REINFORCEMENT DETECTION PRIOR TO ANY CORING.

DETECTION METHODS MAY REQUIRE VARIOUS TECHNOLOGIES INCLUDING X-RAYS. DOCUMENTATION OF CORES AND STEEL LOCATIONS MUST BE SUBMITTED BY

CONTRACTOR AND REVIEWED AND APPROVED BY GOVERNMENT PRIOR TO CORING.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

W A

S H

IN

G

T O

N N

A V

A L

S U

P P

O R

T A

C T

IV

IT

Y B

E T

H E

S D

A M

A R

Y L

A N

D

AS NOTED

P U

B L

IC

W

O R

K S

D E

P A

R T

M E

N T

B

E T

H E

S D

A

3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

PROFESSIONAL CERTIFICATION. I

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME AND

THAT I AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF

MARYLAND, LICENSE NUMBER 9635,

EXPIRATION DATE 8/15/23.

/1

/2

:4

:5

A

M

G-002

B U

IL

D

IN

G

E

N T

R A

N C

E A

N D

C O

R R

ID

O

R

M O

D E

R N

IZ

A

T

IO

N

G E

N E

R A

L N

O

TE

S , A

B B

R E

V

IA

TI

O

N S

A N

D S

Y M

B O

LS

MJB

13143613

PJ CM

FINAL DESIGN SUBMISSION

1677850

B E

T H

E S

D A

, M D

W A

LT

E

R R

E E

D N

A T

IO

N

A L

M

IL

IT

A

R Y

M E

D

IC

A L

C E

N T

E R

G -0

F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/1

/2

/1

7/

F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

GENERAL NOTES: MATERIAL SYMBOLS: DRAWING SYMBOLS:

ABBREVIATIONS:

REINFORCING PROTECTION:

SCOPE OF WORK:

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

LIFE SAFETY LEGEND

FIRE EXTINGUISHER CABINET (NEW)

FIRE EXTINGUISHER CABINET (EXISTING)

FIRE EXTINGUISHER BRACKET (NEW)

FIRE EXTINGUISHER BRACKET (EXISTING)

X = REQUIRED EGRESS CAPACITY (PERSONS)

Y = PROVIDED EGRESS CAPACITY (PERSONS)

ROOM AREA (SF)

OCCUPANT FACTOR (SF/PERSON)

NUMBER OF OCCUPANTS (PERSONS)

TRAVEL PATH AND DISTANCE

COMMON PATH OF TRAVEL

DEAD-END CORRIDOR

SMOKE PARTITION

1-HOUR SMOKE BARRIER

2-HOUR SMOKE BARRIER

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

KEYNOTE

TD = XXFT

CP = XXFT

1,000

XXXX

XXXX

XXXX

DE = XXFT

XX

XX

D A

T E

A P

P R

D E

S C

R

IP

T

IO

N S

Y M

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

SCALE:

CONSTR. CONTR. NO.

EPROJECT NO.:

SHEET OF

NAVFAC DRAWING NO.

DES: DRW:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DRAWFORM REVISION: 25 AUGUST 2020

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

W

A S

H

IN

G T

O N

P U

B L

IC

W O

R K

S D

E P

A R

T M

E N

T B

E T

H E

S D

A N

A V

A L

S U

P P

O R

T A

C T

IV

IT

Y B

E T

H E

S D

A M

A R

Y L

A N

D

CHK:

PM / DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY-TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

W A

LT

E

R R

E E

D N

A T

IO

N

A L

M

IL

IT

A

R Y

M E

D

IC

A L

C E

N T

E R

B E

T H

E S

D A

, M D

AS NOTED

1677850

FINAL DESIGN SUBMISSION

/1

/2

D

E S

IG

N

S U

B M

IS

S

IO

N

NTR AHE EHA

/2 /2

D

E S

IG

N

S U

B M

IS

S

IO

N

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2 /2

F

IN

A L

D E

S

IG

N S

U B

M

IS

S

IO

N

/1 /2

/1

/2

:0

:5

P

M

L

IF

E S

A F

E T

Y N

O T

E S

A N

D L

E G

E N

D

GI001

B U

IL

D

IN

G

E

N T

R A

N C

E A

N D

C O

R R

ID

O

R M

O D

E R

N

IZ

A T

IO

N

13143614

G I0

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2

/2

APPLICABLE CRITERIA

USE GROUP/OCCUPANCY

FIRE PROTECTION SYSTEMS

INTERIOR FINISH CLASSIFICATION

OCCUPANT LOAD

LIMITATIONS FOR TYPE IA CONSTRUCTION

TYPE IA RESISTANCE RATINGS (IN HOURS) OF STRUCTURAL ELEMENTS

[IBC TABLE 601]

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS OF

TYPE IA BUILDINGS [IBC TABLE 602]

INTERIOR FIRE RESISTANCE REQUIREMENTS

• UNIFIED FACILITIES CRITERIA UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (UFC) –

AUGUST 2016 WITH CHANGES MAY 2021

• UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, 2020

• UFC 4-021-01 – DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, APRIL 9, 2008 WITH CHANGE 1, JANUARY 2010

• ICC INTERNATIONAL BUILDING CODE (IBC) – 2018 EDITION

• NFPA 101®, LIFE SAFETY CODE®(LSC) – 2018 EDITION

• OTHER RELEVANT NFPA CODES, AS APPLICABLE.

B (IBC 304.1) / BUSINESS (LSC 6.1.11.1) - ORDINARY HAZARD (LSC 39.1.5)

WET PIPE SPRINKLER SYSTEM (EXISTING)

FIRE ALARM & MASS NOTIFICATION SYSTEM (EXISTING)

ALLOWABLE HEIGHT

ACTUAL HEIGHT

UNLIMITED

3 STORIES

UNLIMITED

296,270

BUILDING ELEMENT

STRUCTURAL FRAME, INCLUDING COLUMNS, GIRDERS, TRUSSES

STRUCTURAL FRAME SUPPORTING A ROOF ONLY

BEARING WALLS, EXTERIOR

BEARING WALLS, INTERIOR

NON-BEARING WALLS, EXTERIOR

NON-BEARING WALLS, INTERIOR

FLOOR CONSTRUCTION, INCLUDING SUPPORTING BEAMS AND JOISTS

ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS AND JOISTS

IBC TYPE IA

[TABLE 602]

1 1/2

FIRE SEPARATION DISTANCE (FSD)

FSD < 5 FT

5 FT ≤ FSD < 10 FT

FSD ≥ 10 FT

GROUP B

ALLOWABLE AREA (SF)

ACTUAL AREA (SF)

MINIMUMS BASED ON LSC TABLE A.10.2.2:

REQUIRED SEPARATION

1-HOUR (LSC 7.1.3.2.1)

SMOKE PARTITION (LSC 39.3.2)

SMOKE PARTITION (IBC 3104.5.2.1)

AREA

EXIT STAIR

MECH. ROOM

HORIZONTAL EXIT

EXITS

CLASS C

EXIT ACCESS

CORRIDORS

CLASS C

OTHER

CLASS C

OCCUPANCY

BUSINESS

AREA OCCUPANCY/USE

GROUP B/BUSINESS

GROUP A/ASSEMBLY

LEVEL TOTAL

GROUP B/BUSINESS

GROUP A/ASSEMBLY

LEVEL TOTAL

OVERALL TOTAL

APPROX.

AREA (SF)

144669 10037 154706

139388

141564 296270

OCCUPANT LOAD

FACTOR

(SF/PERSON)

OCCUPANT

LOAD

(PERSONS)

BASED ON LSC TABLE A.7.6:

ALL MEANS OF EGRESS SHALL BE ILLUMINATED IN ACCORDANCE WITH LSC 7.8 (LSC 39.2.8). ARTIFICIAL LIGHTING IS REQUIRED AT LOCATIONS

AND TIMES NECESSARY TO MAINTAIN ADEQUATE ILLUMINATION (LSC 7.8.1.2.1).

MEANS OF EGRESS SHALL BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 (LSC 38.2.10). SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE TYPE. INCANDESCENT FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED

THE LOBBIES CONSIST OF MULTIPLE VERTICAL OPENINGS THAT CONNECT TWO FLOORS (FIRST AND SECOND FLOOR). THESE OPENINGS WITH

COMPLY WITH SECTION 8.6.9.1 OF THE LSC. THEY MEET THE FOLLOWING CRITERIA:

1. THESE OPENINGS CONNECT NOT MORE THAN TWO ADJACENT STORIES.

2. THESE OPENINGS ARE SEPARATED FROM UNPROTECTED VERTICAL OPENINGS SERVING OTHER FLOORS BY A BARRIER COMPLYING WITH 8.6.5

3. THESE OPENINGS ARE SEPARATEAD FROM CORRIDORS.

4. THESE OPENINGS ARE SEPARATED FROM OTHER FIRE OR SMOKE COMPARTMENTS ON THE SAME FLOOR.

5. THESE OPENINGS DO NOT SERVE AS A REQUIRED MEANS OF EGRESS.

REQUIRED EGRESS

CAPACITY

AVAILABLE EGRESS

CAPACITY

3,690

MEANS OF EGRESS

REQUIRED

MEANS OF EGRESS

PROVIDED

LOAD FACTORS (LSC TABLE 7.3.1.2):

ASSEMBLY USE (LESS CONCENTRATED USE, WITHOUT FIXED SEATING) 15-SF/PERSON (NET)

STORAGE USE (IN OTHER THAN STORAGE AND MERCANTILE OCCUPANCIES) 500-SF/PERSON

BUSINESS 150-SF/PERSON

TOTAL NUMBER OF OCCUPANTS IN THE BUILDING IS APPROXIMATED. OCCUPANT LOADS WERE CALCULATED USING THE SQUARE

FOOTAGE OF EACH FLOOR, NOT ON A ROOM-BY-ROOM BASIS.

FLOOR LEVEL

CAPACITY OF MEANS OF EGRESS (LSC TABLE 7.3.3.1):

LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON

STAIRWAYS (WIDTH/PERSON) 0.3 IN/PERSON

MINIMUM NUMBER OF MEANS OF EGRESS (LSC 7.4): 4 FOR AN EXISTING BUSINESS OCCPANCY

FLOOR LEVEL

EXIT ACCESS

TRAVEL DISTANCE (FT)

COMMON PATH OF

TRAVEL (FT)

DEAD-END

CORRIDOR (FT)

OCCUPANCY

BUSINESS

ARRANGEMENT OF MEANS OF EGRESS

CAPACITY AND NUMBER OF MEANS OF EGRESS

ADDITIONAL LIFE SAFETY CRITERIA

VERTICAL OPENINGS

VEST

1199-10

1-M-10

1100-10 1000-10

1001-10

1-N-10

DN UP

LOBBY

STAIR

VEST

LOBBY

STAIR

ELEV

#5

ELEV

#6

ELEV

#9

ELEV

#10

ELEV

#7

ELEV

#8

ELEV

#11

ELEV

#12

BUILDING 9

BUILDING 9

BUILDING 9

BUILDING 9

BUILDING 9

B U

IL

D

IN

G

B U

IL

D

IN

G

UP

UP DN

KEY PLAN

Q

Q

PNM

J

J

H

H

G

G

F

F

E

B C D

D A

T E

A P

P R

D E

S C

R

IP

T

IO

N S

Y M

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

SCALE:

CONSTR. CONTR. NO.

EPROJECT NO.:

SHEET OF

NAVFAC DRAWING NO.

DES: DRW:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DRAWFORM REVISION: 25 AUGUST 2020

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

W

A S

H

IN

G T

O N

P U

B L

IC

W O

R K

S D

E P

A R

T M

E N

T B

E T

H E

S D

A N

A V

A L

S U

P P

O R

T A

C T

IV

IT

Y B

E T

H E

S D

A M

A R

Y L

A N

D

CHK:

PM / DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY-TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

W A

LT

E

R R

E E

D N

A T

IO

N

A L

M

IL

IT

A

R Y

M E

D

IC

A L

C E

N T

E R

B E

T H

E S

D A

, M D

AS NOTED

1677850

FINAL DESIGN SUBMISSION

/1

/2

D

E S

IG

N

S U

B M

IS

S

IO

N

NTR AHE EHA

/2 /2

D

E S

IG

N

S U

B M

IS

S

IO

N

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2 /2

F

IN

A L

D E

S

IG

N S

U B

M

IS

S

IO

N

/1 /2

/1

/2

:0

:4

P

M

E X

IS

T

IN

G

L

IF

E S

A F

E T

Y F

IR

S

T F

L O

O R

P L

A N

G101

B U

IL

D

IN

G

E

N T

R A

N C

E A

N D

C O

R R

ID

O

R M

O D

E R

N

IZ

A T

IO

N

13143615

G

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2

/2

TRUE

NORTH

8' 16' 24' 32'

3/64" = 1'-0"

SCALE: G101 3/64" = 1'-0"

1 OVERALL LIFE SAFETY FIRST FLOOR PLAN - EXISTING

GENERAL NOTES

1. FIRE EXTINGUISHERS AND CABINETS

ARE EXISTING TO REMAIN UNLESS

OTHERWISE NOTED

KEYED NOTES

1. HORIZONTAL EXIT WITH SMOKE

PARTITION

CT030 C05P0

E

L

BUILDING 9

BUILDING 9

BUILDING 9 BUILDING 9

BUILDING 9

BUILDING 9

BUILDING 9

UP

DN

KEY PLAN

A Q

5 5

6 6

1 1

PNM

J

J

H

H

G

G

F

F

E

E

B C D

1 1

OPEN TO BELOWOPEN TO BELOW

OPEN TO

BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOWOPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

D A

T E

A P

P R

D E

S C

R

IP

T

IO

N S

Y M

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

SCALE:

CONSTR. CONTR. NO.

EPROJECT NO.:

SHEET OF

NAVFAC DRAWING NO.

DES: DRW:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DRAWFORM REVISION: 25 AUGUST 2020

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

W

A S

H

IN

G T

O N

P U

B L

IC

W O

R K

S D

E P

A R

T M

E N

T B

E T

H E

S D

A N

A V

A L

S U

P P

O R

T A

C T

IV

IT

Y B

E T

H E

S D

A M

A R

Y L

A N

D

CHK:

PM / DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY-TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

W A

LT

E

R R

E E

D N

A T

IO

N

A L

M

IL

IT

A

R Y

M E

D

IC

A L

C E

N T

E R

B E

T H

E S

D A

, M D

AS NOTED

1677850

FINAL DESIGN SUBMISSION

/1

/2

D

E S

IG

N

S U

B M

IS

S

IO

N

NTR AHE EHA

/2 /2

D

E S

IG

N

S U

B M

IS

S

IO

N

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2 /2

F

IN

A L

D E

S

IG

N S

U B

M

IS

S

IO

N

/1 /2

/1

/2

:0

:5

P

M

E X

IS

T

IN

G

L

IF

E S

A F

E T

Y S

E C

O N

D F

L O

O R

P L

A N

GI102

B U

IL

D

IN

G

E

N T

R A

N C

E A

N D

C O

R R

ID

O

R M

O D

E R

N

IZ

A T

IO

N

13143616

G I1

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2

/2

TRUE

NORTH

8' 16' 24' 32'

3/64" = 1'-0"

SCALE: GI102 3/64" = 1'-0"

1 OVERALL LIFE SAFETY SECOND FLOOR PLAN - EXISTING

GENERAL NOTES

1. FIRE EXTINGUISHERS AND CABINETS

ARE EXISTING TO REMAIN UNLESS

OTHERWISE NOTED

KEYED NOTES

1. HORIZONTAL EXIT WITH SMOKE

PARTITION

2. EXISTING ESCALATOR TO BE REMOVED.

VEST

1199-10

1-M-10

1000-10

1001-10

1-N-10

DN UP

STAIR

VEST

LOBBY

STAIR

ELEV

#9

ELEV

#10

ELEV

#7

ELEV

#8

ELEV

#11

ELEV

#12

UP

UP DN

Q

Q

P

P

N

N

M

M

L

L

K

K

J

J

H

H

G

G

F

F

E

E

B

B

C

C

D

D Q

PNM

J

J

H

H

G

G

F

F

E

B C D

CPT = 54 FT

TD

2 F

T

1 1

KEY PLAN

D A

T E

A P

P R

D E

S C

R

IP

T

IO

N S

Y M

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

SCALE:

CONSTR. CONTR. NO.

EPROJECT NO.:

SHEET OF

NAVFAC DRAWING NO.

DES: DRW:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DRAWFORM REVISION: 25 AUGUST 2020

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

W

A S

H

IN

G T

O N

P U

B L

IC

W O

R K

S D

E P

A R

T M

E N

T B

E T

H E

S D

A N

A V

A L

S U

P P

O R

T A

C T

IV

IT

Y B

E T

H E

S D

A M

A R

Y L

A N

D

CHK:

PM / DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY-TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

W A

LT

E

R R

E E

D N

A T

IO

N

A L

M

IL

IT

A

R Y

M E

D

IC

A L

C E

N T

E R

B E

T H

E S

D A

, M D

AS NOTED

1677850

FINAL DESIGN SUBMISSION

/1

/2

D

E S

IG

N

S U

B M

IS

S

IO

N

NTR AHE EHA

/2 /2

D

E S

IG

N

S U

B M

IS

S

IO

N

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2 /2

F

IN

A L

D E

S

IG

N S

U B

M

IS

S

IO

N

/1 /2

/1

/2

:0

:5

P

M

N E

W L

IF

E

S A

F E

T Y

F

IR

S T

F L

O O

R P

L A

N

GI103

B U

IL

D

IN

G

E

N T

R A

N C

E A

N D

C O

R R

ID

O

R M

O D

E R

N

IZ

A T

IO

N

13143617

G I1

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2

/2

SCALE: GI103 3/64" = 1'-0"

1 OVERALL LIFE SAFETY FIRST FLOOR PLAN - NEW

GENERAL NOTES

1. FIRE EXTINGUISHERS AND CABINETS

ARE EXISTING TO REMAIN UNLESS

OTHERWISE NOTED

KEYED NOTES

1. HORIZONTAL EXIT WITH SMOKE PARTITION

2. NEW FIRE EXTINGUISHER AND CABINET

3. NEW 2 HOUR SMOKE BARRIER

4. REVISED ENTRANCE/EXIT CONFIGURATION

TRUE

NORTH

8' 16' 24' 32'

3/64" = 1'-0"

CT030 C05P0

E

L

UP

DN

4 4

Q

Q

5 5

6 6

1 1

P

P

N

N

M

M

L

L

K

K

J

J

H

H

G

G

F

F

E

E

B

B

C

C

D

D

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOWOPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO

BELOW OPEN TO BELOW

PLASTIC &

RECONSTRUCTIVE

SURGERY

HOSPITAL

DENTISTRY

ORAL &

MAXILLOFACIAL

SURGERY

SLEEP

DISORDER

CENTER

Q

5 5

6 6

1 1

PNM

J

J

H

H

G

G

F

F

E

E

B C D

1 1

KEY PLAN

D A

T E

A P

P R

D E

S C

R

IP

T

IO

N S

Y M

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

SCALE:

CONSTR. CONTR. NO.

EPROJECT NO.:

SHEET OF

NAVFAC DRAWING NO.

DES: DRW:

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

DRAWFORM REVISION: 25 AUGUST 2020

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

W

A S

H

IN

G T

O N

P U

B L

IC

W O

R K

S D

E P

A R

T M

E N

T B

E T

H E

S D

A N

A V

A L

S U

P P

O R

T A

C T

IV

IT

Y B

E T

H E

S D

A M

A R

Y L

A N

D

CHK:

PM / DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

SATISFACTORY-TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

3200 LEE HIGHWAY, ARLINGTON, VA 22207

(703) 524 - 6616 www.mtfa.net

W A

LT

E

R R

E E

D N

A T

IO

N

A L

M

IL

IT

A

R Y

M E

D

IC

A L

C E

N T

E R

B E

T H

E S

D A

, M D

AS NOTED

1677850

FINAL DESIGN SUBMISSION

/1

/2

D

E S

IG

N

S U

B M

IS

S

IO

N

NTR AHE EHA

/2 /2

D

E S

IG

N

S U

B M

IS

S

IO

N

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2 /2

F

IN

A L

D E

S

IG

N S

U B

M

IS

S

IO

N

/1 /2

/1

/2

:0

:5

P

M

N E

W L

IF

E

S A

F E

T Y

F L

O O

R P

L A

N

GI104

B U

IL

D

IN

G

E

N T

R A

N C

E A

N D

C O

R R

ID

O

R M

O D

E R

N

IZ

A T

IO

N

13143618

G I1

P R

E -F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/2

/2

SCALE: GI104 3/64" = 1'-0"

1 OVERALL LIFE SAFETY SECOND FLOOR PLAN - NEW

GENERAL NOTES

1. FIRE EXTINGUISHERS AND CABINETS

ARE EXISTING TO REMAIN UNLESS

OTHERWISE NOTED

KEYED NOTES

1. HORIZONTAL EXIT WITH SMOKE

PARTITION

2. NEW STAIR. NOT USED FOR EGRESS.

SEE ARCHITECTURAL PLAN FOR DETAILS

DESIGN NOTES

I. CODES AND STANDARDS

A. WORK MUST BE IN ACCORDANCE WITH REQUIREMENTS OF THE FOLLOWING CODES

AND STANDARDS:

1. THE INTERNATIONAL BUILDING CODE, 2018, INTERNATIONAL CODE COUNCIL

2. FC 1-300-09N DESIGN PROCEDURES

3. UFC 1-200-01 DOD BUILDING CODE

4. UFC 3-301-01 STRUCTURAL ENGINEERING

5. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

6. UFC 4-020-01 DOD SECURITY ENGINEERING FACILITIES PLANNING MANUAL

7. UFC 4-510-01 DESIGN: MILITARY MEDICAL FACILITIES

8. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

II. DESIGN AND LOADING CRITERIA

A. ALL CODES, REFERENCES AND STANDARDS REFERRED TO MUST BE THE CURRENT

VERSION UNLESS A DIFFERENT VERSION IS LISTED IN THE BUILDING CODE.

B. SNOW LOAD

1. GROUND SNOW LOAD: (PG) = 25 PSF

2. SNOW EXPOSURE FACTOR (CE): = 1.0

3. IMPORTANCE FACTOR (I): = 1.2

4. THERMAL FACTOR (CT): = 1.0

5. FLAT ROOF SNOW LOAD (PF): = 21 PSF

C. SEISMIC LOAD

1. RISK CATEGORY: = IV

2. SEISMIC IMPORTANCE FACTOR (I): = 1.5

3. MAPPED SPECTRAL RESPONSE: SS = 0.134g, S1= 0.043g

4. SPECTRAL RESPONSE COEFF SDS = 0.116, SD1= 0.043

5. SITE CLASSIFICATION: = C

6. SEISMIC DESIGN CATEGORY: = A

D. WIND LOAD (GOVERNS)

1. ULTIMATE DESIGN WIND SPEED: = 125 MPH

2. RISK CATEGORY: = IV

3. EXPOSURE: = B

4. INTERNAL PRESSURE COEFF: = +/- 0.18

5. COMPONENT AND CLADDING:

FOR WALL = 69 PSF MAX

OTHER DESIGN PRESSURES MAYBE USED IF SIGNED & SEALED CALCULATIONS

ARE SUBMITTED FOR REVIEW

E. FLOOR DESIGN MINIMUM LIVE LOADS:

1. ASSEMBLY (LOBBY) = 100 PSF

2. STAIR = 100 PSF

3. INFORMATION DESK AREA = 60 PSF

4. 2ND FLOOR = 80 PSF

F. EXISTING LIVE LOAD CAPACITIES

1. THE EXISTING ALLOWABLE LIVE LOAD CAPACITIES ARE AS FOLLOWS: LOBBY = 100 PSF.

2. TEMPORARY SHORING AND/OR BRACING MUST BE PROVIDED WHEREVER THE

LOADING FROM THE CONTRACTOR’S WORK EXCEEDS THE ALLOWABLE LOAD

CAPACITIES OF THE EXISTING STRUCTURE.

III. CONCRETE AND REINFORCING

A. CONCRETE WORK MUST BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE", ACI 318. AS MODIFIED BY IBC CODE.

B. CONCRETE DESIGN IS IN ACCORDANCE WITH "STRENGTH DESIGN METHOD."

C. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS (F'C) ELSEWHERE MUST BE:

1. FIRST AND SECOND FLOOR SLABS ON DECK: = 3,500 PSI LIGHTWEIGHT

D. CONCRETE MATERIALS:

1. CEMENT: ASTM C-150 TYPE I OR III

2. CEMENT SUBSTITUTES: ASTM C-595 TYPE '1P' (LIMIT TO 25% MAXIMUM

CEMENTITIOUS CONTENT BY WEIGHT.)

3. AGGREGATES: ASTM C-33 (NORMAL WEIGHT)

ASTM C-330 (STRUCTURAL LIGHTWEIGHT)

4. AIR-ENTRAINING ADMIX: ASTM C-260

5. ISOLATION JOINT FILLER: ASTM D-1751

6. JOINT SEALANT: ASTM C-920

E. CONCRETE EXPOSED TO WEATHER MUST BE AIR-ENTRAINED 6%, +/- 1%.

F. CONCRETE MUST BE THOROUGHLY COMPACTED DURING PLACEMENT AND WORKED

AROUND EMBEDDED ITEMS AND INTO CORNERS OF FORMS.

G. CONTRACTOR MUST BE RESPONSIBLE FOR ALL ITEMS EMBEDDED IN CONCRETE AND

MUST ENSURE THAT ALL ARE ACCURATELY LOCATED AND SECURE.

H. DEPRESSIONS MUST BE LOCATED FROM ARCHITECTURAL PLANS. PENETRATIONS FOR

MECHANICAL, PLUMBING AND ELECTRICAL WORK MUST BE COORDINATED WITH

MECHANICAL,PLUMBING AND ELECTRICAL ENGINEERING AND ARCHITECTURAL

DRAWINGS. WHERE NOT INDICATED ON STRUCTURAL PLANS, SLAB PENETRATIONS MUST BE

MADE NO CLOSER THAN 2'-0" TO COLUMN FACE IN FLAT-SLAB CONSTRUCTION.

I. CONTRACTOR MUST SUBMIT PROPOSED CONTRACTION JOINT LAYOUT DRAWING FOR

REVIEW. PRIOR TO POURING SLAB.

J. EXPOSED CONCRETE WALLS MUST HAVE CONTROL JOINTS AT 20 FEET ON CENTERS

EQUALLY SPACED AS INDICATED.

K. CONCRETE SLUMP MUST = 4" PLUS OR MINUS 1".

L. PROVIDE KEYED JOINTS BETWEEN ALL NON-MONOLITHIC INTERSECTING CONCRETE WALLS

AND ALL CONCRETE JOINTS.

M. GROUT MUST BE NON-SHRINKABLE, NON-METALLIC CONFORMING TO ASTM C1107, AND

MUST HAVE A SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 7,000 PSI.

PREGROUTING OF BASE PLATES MUST NOT BE PERMITTED.

N. FORM CONTRACTION JOINTS WITH AN EARLY ENTRY DRY-CUT SAW EQUIPPED WITH

SHATTERPROOF ABRASIVE OR DIAMOND-RIMMED BLADES. CUT 1/8-INCH WIDE JOINTS INTO

CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE

SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS, BUT IN NO

CASE LATER THAN 4 HOURS AFTER START OF POUR.

O. SUBMIT SHOP DRAWINGS FOR REINFORCEMENT TO THE CONTRACTING OFFICER FOR

APPROVAL. PREPARE DRAWINGS UNDER THE SUPERVISION OF A PROFESSIONAL

STRUCTURAL ENGINEER REGISTERED IN THE LOCAL JURISDICTION DETAILING

FABRICATING, BENDING, AND PLACING CONCRETE REINFORCEMENT. COMPLY WITH ACI 315

AND ACI DETAILING MANUAL SP-66, SHOWING BAR SCHEDULES, STIRRUP SPACING, BENT

BAR DIAGRAMS, AND ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL

REINFORCING REQUIRED FOR OPENINGS THROUGH CONCRETE STRUCTURES.

P. REINFORCING BARS #3 THRU #11 MUST BE DEFORMED AND IN ACCORDANCE WITH

"SPECIFICATIONS FOR DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE

REINFORCEMENT" ASTM A-615. GRADE 60 KSI

Q. WELDED WIRE FABRIC NOTED "WWF" MUST BE IN ACCORDANCE WITH "STANDARD

SPECIFICATION FOR STEEL WELDED WIRE REINFORCEMENT, PLAIN, FOR CONCRETE" ASTM

A-1064. WHERE INDICATED, EPOXY COAT WWF IN ACCORDANCE WITH ASTM A-884.

R. BARS MARKED CONTINUOUS (CONT) MUST BE LAPPED IN ACCORDANCE WITH

REQUIREMENTS FOR SPLICES AS DEFINED IN ACI 318, MINIMUM 50 BAR DIAMETERS,

UNLESS INDICATED OTHERWISE. COLUMN VERTICAL REINFORCING MUST BE SPLICED AS

SHOWN IN COLUMN DETAILS.

S. BAR LENGTHS SHOWN ON PLAN DO NOT INCLUDE LENGTH OF HOOK WHERE A HOOK IS

INDICATED. PROVIDE STANDARD HOOK UNLESS DETAILED OTHERWISE.

T. MINIMUM CONCRETE COVER BETWEEN FACE OF REINFORCING BAR AND FACE OF

CONCRETE MUST BE AS FOLLOWS:

1. FORMED CONCRETE NOT EXPOSED TO WEATHER:

a) SLABS = 1"

IV. STRUCTURAL STEEL

A. STRUCTURAL STEEL MUST BE DESIGNED, FABRICATED AND ERECTED IN

ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND THE

"MANUAL OF STEEL CONSTRUCTION" FIFTEEN EDITION.

B. STRUCTURAL STEEL:

1. STRUCTURAL "W" & "T" SHAPES: ASTM A-992 FY = 50,000 PSI U.N.O.

2. BALANCE OF STRUCTURAL STEEL SHAPES & PLATES: ASTM A-36 FY = 36,000 PSI

3. HOLLOW STRUCTURAL SECTIONS ASTM A-500B FY=46,000 PSI

SQUARE & RECTANGULAR

4. HIGH STRENGTH BOLTS: ASTM A-325 CONN TYPE N

5. SMOOTH, THREADED ROD: ASTM A-36

6. SHEAR CONNECTORS: ASTM A-108, GRADES 1015 THRU

1020, HEADED STUD TYPE.

C. CONNECTIONS MUST BE DESIGNED IN ACCORDANCE WITH "BEAM CONNECTIONS" AS

DESCRIBED IN THE AISC MANUAL. CONNECTIONS MUST BE MADE USING HIGH STRENGTH

BOLTS IN ACCORDANCE WITH ASTM A-325. SHOP CONNECTIONS MAY BE WELDED IN LIEU

OF BOLTING. WHERE REACTION NOT GIVEN ON PLANS AND SECTIONS CONNECTIONS MUST

BE DESIGNED FOR A MINIMUM OF 60% FOR FILLER BEAMS AND 70 % FOR GIRDERS OF

MAXIMUM BEAM CARRYING CAPACITY UNDER UNIFORM LOAD FOR SPAN SHOWN. SEE

PLANS AND SECTIONS FOR OTHER THAN STANDARD CONNECTIONS. MINIMUM NUMBER OF

BOLTS IN EACH OF BEAM WEB CONNECTION AND TO SUPPORTING MEMBER MUST BE AS

FOLLOWS:

(SECTIONS; MC, C, S, M & WF)

D = 4" - 6": 2 BOLTS HORIZONTAL

D = 8" - 10": 2 BOLTS VERTICAL

D = 12" - 15": 3 BOLTS VERTICAL

D = 16" - 21": 4 BOLTS VERTICAL

D = 24" 5 BOLTS VERTICAL

BOLT SPACING MUST BE 3" O/C.

D. ALTERNATE CONNECTIONS TO THOSE SHOWN ON PLANS AND DETAILS WILL BE ALLOWED

ONLY WITH THE APPROVAL OF THE CONTRACTING OFFICER. IF SUCH APPROVAL IS

GRANTED, CONNECTIONS, ETC. NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS

(FABRICATOR'S REDESIGN) MUST BE SUBMITTED WITH SHOP DRAWINGS UNDER THE SEAL

OF LICENSURE OF THE FABRICATOR'S ENGINEER FOR THE LOCAL JURISDICTION.

E. UNLESS OTHERWISE NOTED, A-325 BOLTS MUST BE TIGHTENED TO THE "SNUG TIGHT"

CONDITION DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT

WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. THE SNUG-

TIGHT CONDITION MUST ENSURE THAT THE PLIES OF THE CONNECTED MATERIAL HAVE

BEEN BROUGHT INTO FIRM CONTACT.

F. WELDING MUST CONFORM TO REQUIREMENTS OF THE "STRUCTURAL WELDING CODE"

AWS D1.1-08. USE 70 KSI LOW-HYDROGEN ELECTRODES.

G. GROUT UNDER COLUMN BASE PLATES MUST BE NON-SHRINK, NON-METALLIC AND HAVE A

MINIMUM 28 DAY COMPRESSIVE STRENGTH F'C = 7000 PSI.

H. UNLESS GALVANIZED OR TO RECEIVE SPRAY-APPLIED FIREPROOFING, STRUCTURAL STEEL

MUST RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH-UP COAT OF RUST-INHIBITING

PAINT AFTER ERECTION.

I. NO FABRICATION MUST PROCEED PRIOR TO SHOP DRAWINGS APPROVAL.

J. NO OPENINGS IN BEAMS OR COLUMNS ARE PERMITTED WITHOUT THE APPROVAL OF THE

CONTRACTING OFFICER.

K. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE CONTRACT

DOCUMENTS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER

AS TO LOCATION, TYPE OF SPLICE AND CONNECTION TO BE MADE.

L. DEVELOPMENT OF STRUCTURAL STEEL SHOP DRAWINGS MUST BE SUPERVISED BY A

REGISTERED PROFESSIONAL ENGINEER REGISTERED IN PROJECT JURISDICTION AND MUST

INCLUDE DETAILS FOR APPLICATION AND ASSEMBLY OF ALL STRUCTURAL MEMBERS.

INCLUDE DETAILS OF CUTS, CONNECTIONS, HOLES, AND OTHER PERTINENT DATA.

INDICATE WELDS BY STANDARD AWS 2.1 SYMBOLS SHOWING SIZE, LENGTH AND TYPE OF

EACH WELD. SHOP DRAWINGS MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR

APPROVAL.

M. ALL MISCELLANEOUS STEEL CONNECTIONS MUST BE WELDED ALL AROUND WITH ONE-

QUARTER-INCH FILLET WELD UNLESS OTHERWISE NOTED, EXCEPT FOR SLOTTED

CONNECTIONS.

N. HANDRAILS, GUARDRAILS AND LADDERS MUST BE DESIGNED BY THE MANUFACTURER'S

ENGINEER FOR THE MOST RESTRICTIVE OF THE LOADS GIVEN AND APPLICABLE DESIGN

CODE. IN NO CASE MUST TOTAL COMBINED POST/RAILING DEFLECTION EXCEED 0.75", THE

LIMITS IN ASTM E985 OR LIMITATION OF MATERIAL USED AS INFILL, WHICHEVER IS MORE

RESTRICTIVE. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER

REGISTERED IN THE PROJECT JURISDICTION TO THE CONTRACTING OFFICER INDICATING

ALL MEMBERS AND CONNECTIONS.

O. FULL PENETRATION WELDS MUST BE MADE AGAINST A 1/8" X 1" BACKER PLATE TACK

WELDED IN PLACE BELOW THE WELD. PENETRATION WELDS MUST BE EQUIVALENT IN

DEPTH AND LENGTH TO THE PARTS JOINED.

P. CONTRACTOR MUST NOT RELEASE BEAMS OR DIAGONAL BRACING FROM HOISTING

CABLES UNTIL ALL MEMBERS ARE SECURE WITH AT LEAST (2) BOLTS. ALL FIELD WELDED

CONNECTIONS MUST BE COMPLETED BEFORE RELEASING CABLES.

Q. WHERE DOUBLE BEAM CONNECTIONS OCCUR ON EACH SIDE OF A COLUMN WEB OR TO

THE WEB OF A BEAM OVER A COLUMN, THERE MUST BE AT LEAST ONE BOLT WITH A

WRENCH-TIGHT NUT SECURING THE FIRST BEAM CONNECTED AT ALL TIMES.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

W A

S H

IN

G

T O

N N

A V

A L

S U

P P

O R

T A

C T

IV

IT

Y B

E T

H E

S D

A M

A R

Y L

A N

D

AS NOTED

P U

B L

IC

W

O R

K S

D E

P A

R T

M E

N T

B

E T

H E

S D

A

11800 SUNRISE VALLEY DR, STE 430

RESTON, VA 20191

(703) 556 - 0651 www.mcmse.com

PROFESSIONAL CERTIFICATION. I CERTIFY THAT

THESE DOCUMENTS WERE PREPARED OR

APPROVED BY ME AND THAT I AM A DULY

LICENSED ENGINEER UNDER THE LAWS OF THE

STATE OF MARYLAND, LICENSE NUMBER 32719,

EXPIRATION DATE 2/9/2024.

/9

/2

:4

:0

P M

S-001

B U

IL

D

IN

G

E

N T

R A

N C

E A

N D

C O

R R

ID

O

R

M O

D E

R N

IZ

A

T

IO

N

D E

S

IG

N N

O

TE

S

DBSCP CK

B E

T H

E S

D A

M

D W

A L T

E R

R E

E D

N A

T

IO

N A

L M

IL

IT

A R

Y M

E D

IC

A

L C

E N

T E

R

S -0

F

IN

A

L D

E S

IG

N

S U

B M

IS

S

IO

N

/1

/2

/1

/2

F

IN

A L D

E S

IG

N

S U

B M

IS

S

IO

N

FINAL DESIGN SUBMISSION

8 162 13143619

1677850

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P

May 17, 2022

V. STEEL DECKING

A. PROVIDE MATERIALS, DESIGN AND INSTALLATION OF DECK FOR THE REQUIREMENTS OF STEEL

DECK INSTITUTE'S "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS."

DECK PROPERTIES MUST BE COMPUTED USING THE LATEST EDITION OF AISI SPECIFICATION

FOR THE "DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS."

B. PROVIDE GALVANIZED STEEL ROOF DECKING CONFORMING TO ASTM A653 WITH MINIMUM

YIELD STRESS = 33 KSI. GALVANIZING MUST CONFORM TO ASTM A924 COATING CLASS G60.

PROVIDE DECK DEPTH AND GAUGE AS INDICATED ON PLANS.

C. PROVIDE GALVANIZED COMPOSITE STEEL FLOOR DECKING. GALVANIZE STEEL SHEET IN

ACCORDANCE WITH ASTM A653 GRADE 33 WITH G90 GALVANIZED COATING. PROVIDE DECK

DEPTH AND GAUGE AS INDICATED ON PLANS.

D. ALL 1 1/2 INCH DECKING SHALL BE WELDED TO STRUCTURAL STEEL MEMBERS WITH 5/8" PUDDLE WELDS TO ACHIEVE A 36/4 LAYOUT. SIDE LAPS FOR METAL DECK DIAPHRAGM SHALL BE 5 #10 TEK

SCREWS PER SPAN.

E. ALL 3 INCH DECKING MUST BE WELDED TO STRUCTURAL STEEL MEMBERS WITH 5/8" PUDDLE

WELDS TO ACHIEVE A SELECT LAYOUT 24/4 LAYOUT. SIDE LAPS FOR METAL DECK

DIAPHRAGM MUST BE SELECT NUMBER 9#10 TEK SCREWS PER SPAN.

F. PROVIDE IN ALL CONCRETE FILL ON METAL DECK WITH WELDED WIRE FABRIC WWF 6x6 - W2.9 x W2.9 STEEL DECK MUST BE INSTALLED CONTINUOUS MORE THAN 2 SPANS MINIMUM (U.N.O.) AND

MUST BEAR AT LEAST 2" ON STEEL ON STEEL SUPPORTS.

G. DO NOT EMBED CONDUIT IN CONCRETE FILL ON METAL DECK.

H. PROVIDE CONTINUOUS CLOSURES AND POUR STOPS AT DECK ENDS, EDGES AND OPENINGS

WHERE NO STEEL ANGLE IS SPECIFIED.

I PROVIDE SUPPLEMENTAL FRAMING (L4 X 4 X 3/8, OR TS 2 1/2 X 2 1/2 X ¼) AS NECESSARY FOR THE

SUPPORT OF METAL DECK WHERE NOT SHOWN ON DRAWINGS, UNLESS OTHERWISE

INDICATED.

J. PROVIDE ADDITIONAL CONCRETE, WHICH MAY BE REQUIRED AS A RESULT OF DEFLECTION OF

THE FLOOR BEAMS AND DECK DURING PLACEMENT OF CONCRETE.

K. FABRICATE SUPPORTS FOR DECK SO THAT THE DECK RUNS CONTINUOUSLY OVER THE OPENING.

DECK MUST BE CUT FROM THE OPENING IMMEDIATELY PRIOR TO PLACING THE EQUIPMENT

OVER THE OPENING OR WALLS AROUND THE SHAFT EXCEPT WHERE CONCRETE FILL IS

PROVIDED.

VI. GENERAL

A. INFORMATION SHOWN REGARDING EXISTING CONDITIONS HAS BEEN OBTAINED BY LIMITED

VISUAL OBSERVATIONS AND FROM EXISTING DRAWINGS BY DALTON DALTON LITTLE NEWPORT

DATED 2/17/1976 PROVIDED BY THE AUTHORITY HAVING JURISDICTION. AREAS NOT VISIBLE

HAVE BEEN ASSUMED TYPICAL WITH OBSERVED EXISTING CONDITIONS.

B. MEASURE AND PROVIDE ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE

PRIOR TO CONSTRUCTION AND THE SUBMISSION OF SHOP DRAWINGS, AND NOTIFY THE

CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES. VERIFICATION AND

NOTIFICATION MUST PROCEED TWO WEEKS PRIOR TO THE START OF WORK SO THAT ANY

NECESSARY CHANGES CAN BE MADE WITHOUT DELAYING THE PROJECT SCHEDULE.

C. DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL

AND MUST APPLY TO SIMILAR CONDITIONS ELSEWHERE UNLESS OTHERWISE SHOWN OR

NOTED.

D. SHOP DRAWINGS SUBMITTED TO THE CONTRACTING OFFICER MUST BEAR THE CONTRACTOR'S

STAMP, DATE AND SIGNATURE VERIFYING DOCUMENTS HAVE BEEN REVIEWED AND

CORRECTED FOR CONFORMANCE TO AND COORDINATION WITH CONTRACT DOCUMENTS.

E. FABRICATION MUST PROCEED ONLY AFTER SHOP DRAWING APPROVAL BY THE ENGINEER.

F. DO NOT REPRODUCE ANY PORTION OF CONTRACT DOCUMENTS IN THE SHOP DRAWINGS.

G. INSPECTION REPORTS AND MATERIALS TESTING REPORTS MUST BE SUBMITTED TO THE

ENGINEER IN A TIMELY MANNER SUCH THAT CONSTRUCTION DELAY WILL BE AVOIDED.

H. MEANS AND METHODS OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

I. WHERE THE CONTRACTOR IS REQUIRED TO ENGAGE A PROFESSIONAL ENGINEER TO DESIGN

AND SUBMIT CALCULATIONS, AND WHERE THE PROFESSIONAL ENGINEER PREPARES THE

CALCULATIONS USING A COMPUTER SOFTWARE SYSTEM, THE SOFTWARE MUST BE A READILY

AVAILABLE, INDUSTRY STANDARD STRUCTURAL ENGINEERING COMMERCIAL SYSTEM IN

COMMON USE.

VII. TESTING AND INSPECTION

THE CONTRACTOR MUST RETAIN THE SERVICES OF A TESTING AND INSPECTION AGENCY TO PERFORM

THE SERVICES SPECIFIED.

A. MINIMUM SERVICES PROVIDED MUST BE IN ACCORDANCE WITH REQUIREMENTS OF THE LOCAL

JURISDICTION.

B. FAILURE TO RETAIN A TESTING AGENCY TO PROVIDE REQUIRED SERVICES OR A FAILURE TO SUBMIT

SIGNED AND SEALED REPORTS MUST BE CONSIDERED NON-COMPLIANCE WITH CONTRACT

DOCUMENTS.

C. CONSTRUCTION CONSIDERED NON-COMPLIANT MUST BE REMOVED AND REPLACED.

D. ALL TESTING AND INSPECTION MUST BE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER

LICENSED TO PRACTICE IN THE LOCAL JURISDICTION.

E. PRELIMINARY HAND WRITTEN SITE VISIT REPORTS CONFIRMING VERBAL DISCUSSIONS MUST BE

PROVIDED TO THE CONTRACTOR ON RESULTS OF INSPECTIONS PRIOR TO LEAVING JOB SITE.

F. FINAL REPORTS MUST BE SUBMITTED TO THE CONTRACTING OFFICER IN A TIMELY MANNER, BUT NO

LATER THAN TEN (10) DAYS FOLLOWING INSPECTION OR TESTING. UNDER THE NAME AND

SIGNATURE OF THE INSPECTOR AND LICENSURE SEAL AND SIGNATURE OF THE PROFESSIONAL

ENGINEER RESPONSIBLE FOR TESTING AND INSPECTION.

G. INSPECTION MUST MINIMALLY INCLUDE THE FOLLOWING:

1. REINFORCING: LOCATION, ASTM DESIGNATION, BAR SIZES, TYPE (PLAIN OR EPOXY COATED), QUANTITY, PLACEMENT, SPACING, AND CLEARANCES.

2. CONCRETE: ALL STRUCTURAL CONCRETE; LOCATION, STRENGTH, TYPE (NORMAL OR

LIGHTWEIGHT), SLUMP, PLACEMENT, AIR TEMPERATURE, CURING AND WEATHER

ACCOMMODATIONS AND CONCRETE ADDITIVES.

3. STRUCTURAL STEEL: LOCATION, ASTM DESIGNATION, MEMBER SIZES, TYPE (PLAIN, PAINTED, GALVANIZED, STAINLESS), PLACEMENT AND CONNECTIONS INCLUDING WELDS AND BOLTS, STUDS IN COMPOSITE CONSTRUCTION, POST INSTALLED ANCHORS, ANCHOR BOLTS AND

GROUTING.

H. MATERIAL TESTING MUST MINIMALLY INCLUDE THE FOLLOWING:

1. REINFORCING: YIELD AND ULTIMATE STRENGTHS. (MILL REPORTS ARE ACCEPTABLE.)

2. CONCRETE: SLUMP TESTS; EVERY THIRD TRUCKLOAD OF CONCRETE AND IN ADDITION, ONE FOR

EACH SET OF STRENGTH-TEST CYLINDERS AT PREPARATION. STRENGTH TESTS; ONE SET OF

CYLINDERS FOR MAXIMUM OF EACH 50 CY OF CONCRETE PLACEMENT. ONE SET OF CYLINDERS

FOR EACH 2500 SQUARE SLAB AREA.

3. STRUCTURAL STEEL: YIELD AND ULTIMATE STRENGTHS. (MILL REPORTS ARE ACCEPTABLE.)

I. COMPLY WITH CODE REQUIREMENTS AND THE FOLLOWING:

1. CONCRETE CYLINDERS: ONE SET OF 8 LABORATORY CURED 4x8 CYLINDERS MUST BE TAKEN

FOR EACH DAY'S POUR FOR EACH MIX: (3) 7-DAY, (3) 28-DAY, (2) HOLD;

2. ONE SET OF 6 FIELD CURED 4x8 CYLINDERS MUST BE TAKEN FOR EACH DAY’S POUR FOR EACH

MIX (3) 7 –DAY, (3)…