ISF_Drawings_VOL_II.pdf

PDF 19 MB Posted Sep 26, 2019

Attached to: Information Systems Facility, Joint Base Lewis-McChord (JBLM), WA Federal contract opportunity
Solicitation number: W912DW19R0025
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a forthcoming solicitation for the construction of an Information Systems Facility at Joint Base Lewis-McChord in Washington state. The U.S. Army Corps of Engineers, Seattle District intends to issue a request for proposal for an approximately $25-100 million design-bid-build contract to construct a new 44,832 square foot facility including administrative offices, open office space, technical spaces, covered storage, site development and utilities. The facility is to be designed and constructed to a minimum 40-year life in accordance with DoD standards including security requirements up to the Secret level. The solicitation will utilize a two-part proposal process requesting technical proposals initially and price proposals at a later date. Interested parties are advised to monitor the Federal Business Opportunities website for solicitation release expected on or around September 26, 2019 with proposals due no sooner than 30 days after issue. The NAICS code is 236220 and small business size standard is $39.5 million.

From the source

ISF Drawings VOL II

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Other files for this federal contract opportunity

Other files attached to Information Systems Facility, Joint Base Lewis-McChord (JBLM), WA, newest first.
File	Type	Posted
Site_Visit_Slides_10-17-2019.pdf	PDF	Oct 18, 2019
Site_Visit_Roster_Sheet_10-17-2019.pdf	PDF	Oct 18, 2019
Amendment_R0001.pdf	PDF	Oct 18, 2019
ISF_Watermarked_Specs.pdf	PDF	Sep 27, 2019
ISF_Drawings_VOL_I.pdf	PDF	Sep 26, 2019
Attachment_1.docx	DOCX document	Sep 26, 2019
ISF_Drawings_VOL_III.pdf	PDF	Sep 26, 2019
RFP_W912DW19R0025.pdf	PDF	Sep 26, 2019
ISF_Watermarked_Specs.pdf	PDF	Sep 26, 2019

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STD HOOK

180 DEGREE

HOOK

PLAN VIEW

ALT BAR HOOK

DIRECTION

NOTES:

1. VALUES FOR UNCOATED REINFORCING AND

NORMAL WEIGHT CONCRETE.

2. DEVELOP ALL REINFORCING IN STRUCTURAL

SLABS WITH MININUM DEVELOPMENT LENGTH, Ld.

3. TOP BAR = HORIZONTALBAR WITH MORE THAN 12"

OF FRESH CONCRETE BELOW (EXCLUDING WALL

HORIZONTAL REINFORCING) AS NOTED ON

DOCUMENTS AS "TOP BAR."

4. ALL TABULATED VALUES ARE IN INCHES.

Ld Splice Ld Splice

MISC BARS TOP BARSBAR

SIZE

HOOKED

BARS

f'c = 4000 psi

#3 15 20 19 25 8

#4 19 25 25 33 10

#5 24 32 31 41 12

#6 29 38 37 49 15

Ldh

CONC SLAB,

SEE PLAN

CONC WALL,

SEE PLAN

ROUGHEN SURFACE

TO 1/4" AMPLITUDE

STD HOOK NOTES:

1. FOR TYPICAL REINFORCING, REFER STRUCTURAL NOTES.

2. REFERENCE TYPICAL SECTIONS AND DETAILS FOR MORE INFORMATION

3. HOOK HORIZ. BARS AROUND VERT. BARS.

4. ALL HORIZ. BARS TO HAVE 180 DEGREE HOOKS AT ENDS.

T/ WALL

PER PLAN

OPENING

HEADER REINF

NOT AVAILABLE

2'-0" MIN TYP.

HOOK IF MIN LENGTH(2) #5 VERT TYP

AT OPENING

(2) #5 VERT MIN

AT CORNER

T/ SLAB

PER PLAN

DOWELS TO MATCH VERT REINF

(PROVIDE STD HOOK AS REQ'D)

VERT REINF, TYP.

HORIZ

REINF, TYP

WHERE EXTENSION IS

NOT POSSIBLE,

EXTEND BARS AS FAR

AS POSSIBLE AND

HOOK TYP

O R

' M

#4X4'-0" DIAG AT EA

CORNER, TYP

US Army Corps of Engineers ®

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P N

NOT TO SCALEB1 CONCRETE WALL REINF

NOT TO SCALEA3 TYP LAP SPLICE SCHEDULE

NOT TO SCALEA1 CONC SLAB TO WALL

1/2" = 1'-0"A5 TYPICAL REINFORCING IN CONC WALL

NOT FOR C

ONSTRUCTIO

N - 7 5%

ESIG

JAMB NUT

L2x2x3/16

FROM

TOP CHORD

BEARING

JOINT TO

NEAREST

BOTTOM

CHORD, TYP.

STEEL DECK

2-L6x4x5/16

L2x2x3/16

BRACE TYP

TOP OF

ROD, TYP

OPEN WEB

JOIST TYP

HANGING ROD SEE

MECHANICAL

SPACER PLATE 1/8 2

1/8 2 L6x4 TO

OWJ TYP

1/8

BRACE

TO OWJ

TYP

1/8 1/8

PROVIDE ADDITIONAL WEB MEMBER

L2x2x1/4 WHERE EQUIPMENT LOAD IS

GREATER THAN 100 LBS

PREFERRED LOCATION OF

EQUIPMENT HANGER

(PANEL POINT AT BOTTOM

CHORD)

PREFERRED LOCATION OF

EQUIPMENT LOADS

(PANEL POINT AT TOP CHORD)

OWJ

PROVIDE L2x2x1/4 EACH SIDE OF

JOIST AS SHOWN IF X IS MORE THAN

6" FROM A PANEL POINT, AND THE

SUSPENDED EQUIPMENT LOAD IS

GREATER THAN 100 LBS

3/16

3/16 TYP

JOIST CHORDS ARE NOT DESIGNED FOR CONCENTRATED LOADS, PLACE LOADS AT PANEL

POINTS. WHEN THE POINT LOAD IS MORE THAN 6" AWAY FROM A PANEL POINT, PROVIDE

L2X2X1/4 PER DETAIL.

C COLUMNL

W BM PER PLAN

1/2" CONTINUITY

PLATE (50ksi)

CJP BM

FLANGE

TO COL

5/16

HSS TO

PL, TYP

W BM PER PLAN

1/2" CONTINUITY

PLATE (50ksi)

HSS COLUMN

PER PLAN

SEE D3/S-502 FOR

NUMBER OF BOLTS &

SHEAR TAB

W BEAM NOT

SHOWN FOR

CLARITY

HSS COLUMN

PER PLAN

LC BEAM

NOTES:

1. SEE PLAN WHERE INDICATED AS

2. ALL BOLTS SHALL BE STANDARD HOLES.

3. ALL PLATES SHALL BE GRADE 50.

1/2" PL

W BEAM

WHERE

OCCURS,

SEE PLAN

# OF 1" DIA A325SC

CLASS "A" BOLTS

PER TYP SHEAR PL

CONN DETAIL

EACH ROW

W BEAM,

SEE PLAN

W BEAM, SEE PLAN

'W' 3 SIDES

SINGLE ROW BOLTED COLLECTOR

CONNECTION SCHEDULE

BEAM SIZE

SHEAR PL

THICKNESS

't1'

WELD

SIZE 'W'

W12, W14

W16

3/8"

1/2"

5/16"

3/8"

W18 1/2" 3/8"

W21, W24 1/2" 1/2"

'W'

1/2"

2" 8"

1/ 2"

PER SCHEDULE

LAP LENGTH

5/16 5/16

6EA BAR

8" PL 3/4" W/ (2) #5 REBARS

3" SPACING x 2'-6" LONG

Wx BM PER PLAN

5/8" THK PLATE

1/2" THK PL

(3) #7 CENTERED IN

WALL

METAL DECK

PER PLAN

CMU WALL PER PLAN

5/8" THK x 7"

WIDE PL

NOTE: SEE PLAN WHERE INDICATED AS

SHORT SLOTS

IN PLATE TYP

W-BEAM BOTTOM

FLG

W-BEAM

BOTTOM FLG

CAP PL 1/2" WITH

SEAL WELD TO

HSS COL

CONN PL

PER SCHED.

CONN PL TO

CAP PL TYP

3/16 3/16

WHERE BEAM

OCCURS W-BEAM

C O

5/16 5/16

HSS TYP

CONN PL TO

EXTEND PL WHERE BEAM

OCCURS

5/16 5/16

CONN PL

CAP PL

CONTINUES UP

WHERE COLUMN

CONTINUES UP

CJP WHERE

COLUMN

W12, W14

C8, W8, W10

TYPICAL CONNECTION SCHEDULE

W24

W21

W18

W16

BEAM SIZE CONNECTION

PLATE THK.

CONNECTION

PLATE WELD*

NO. OF

BOLTS

H.S. BOLT

SIZE A325

3/8"

5/16"

1/2"

3/8"

5/16"

1/4"

3/8"

5/16"

7/8" DIA.

<C8, <W8 25/16" 1/4" 7/8" DIA.

SECTIONA

CRIMP ANGLE

LEG, TYP.

PL. 1/4"x4" WIDE MTL. DECK

PER PLAN

STL. JOIST

PER PLAN,

TYP.

L4x4x1/4

PL. 3/8"

Wx BEAM

PER PLAN

12 GA PL. x CONT.

WHERE DECK DOES

NOT BEAR DIRECTLY

ON L4X4

MTL. DECK

PER PLAN

PLAN SYMBOL

3/16 2 1/4

3/16 2

1/4

1/2 12"O.C.

5" M

1" M

TYP

1 1/2".

BEAM POCKET

GROUT SOLID

WRAP BEAM W/ 1"

COMPRESSIBLE

FOAM

W BEAM,

SEE PLAN

CONC ON METAL

DECK, SEE PLAN5" MAX

1 1/2" MIN

CMU WALL

TERMINATE L3X3

LEDGER & 1/4"

PL WHERE BM

OCCURS

NOTE:

FOR INFORMATION NOT SHOWN,

SEE DETAIL 8/S-502

1/2" CONT PL W/ #

4X2'-6" LONG

DEFORMED BAR

ANCHORS AT 2'-0" OC

CENTERED ON PL

CONC ON METAL

DECK, SEE PLAN

CMU WALL,

SEE PLAN

(2) #5

CONT

#4X2'-0" DOWEL W/

STANDARD HOOK

WHERE VERT REINF

OCCURS

3/16TYP

2-#5 CONT BARSHOIST BEAM

PER PLAN

CMU WALL,

SEE PLAN

2" NON-SHRINK

GROUT

(2) 5/8" DIA AB AT 6"

GAGE CENTERED

ON WALL

1/2" END PLATE

#4X2'-0" DOWEL W/

STANDARD HOOK

WHERE VERT

REINF OCCURS

MAX

PLAN

L2X2X1/4 TYP

BEAM, SEE PLAN

COL, SEE PLAN

NOTE: ALL DECK

SHALL BE

SUPPORTED

AROUND COLUMNS.

1/2" PLATE

HSS COL

3/8

TYP

1' - 0"

HSS COL,

SEE PLAN

WASHER

PER SCHED

(TYP)

1/8

FLATS

ONLY TYP

US Army Corps of Engineers ®

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3/4" = 1'-0"F1 HANGING MECHANICAL UNIT SUPPORT DETAIL

3/4" = 1'-0"F3 OWJ REINF AT EQUIPMENT LOADS

3/4" = 1'-0"A1 BEAM TO COLUMN CONN

3/4" = 1'-0"A6 COLLECTOR / DRAG CONNECTION DETAIL

3/4" = 1'-0"C8 TYP BEAM DRAG CONN TO SHEARWALL

3/4" = 1'-0"A3 BEAM TO HSS COL. W/ SHEAR PL CONN.

1" = 1'-0"F6 BOTTOM FLANGE BRACE TO STEEL JOIST

3/4" = 1'-0"C6 W BM SEAT AT CMU WALL

3/4" = 1'-0"E6 DECK TO CMU WALL

3/4" = 1'-0"E8 ELEVATOR HOIST BEAM

3/4" = 1'-0"E1 SUPPORT OF DECK AT COLS

1 1/2" = 1'-0"E3 COLUMN CAP

1 1/2" = 1'-0"C1 BASE PLATE

NOT FOR C

ONSTRUCTIO

N - 7 5%

LONGITUDINAL WELD AT

ALL SUPPORTS PARALLEL

TO DECK SPAN UNO

TRANSVERSE

WELD

TRANSVERSE

WELD

PUNCHLOCK

CONNECTION

PER SCHEDULE

BEAM

BEAM WELD -

SEE

NOTE 2

END

WELD

END

WELD

BUTT ENDS @

DECK SPLICE

W BM W BM

PARALLEL TO

SUPPORT

PERPENDICULAR TO SUPPORTS

EDGE BEAMS INTERIOR BEAMS

TYPICAL DECK WELDING

WELD - SEE

NOTE 2

END

WELD

SPLICE AT SPAN

DIRECTION SPAN

METHOD OF CONNECTIONS

SHEET WIDTH

3' - 0"

STEEL UNIT ONLY

COMPOSITE FLOOR DECK

SHEET WIDTH

3' - 0"

STEEL UNIT ONLY

ROOF DECK

2"1' - 0" 6"

3"x18 GA (3.5 PSF MIN) 1 1/2"x18 GA (3.5 PSF MIN)

I = 1.203 IN

+S = 0.767 IN³

- S = 0.767 IN³

T = 0.0188 IN4

I = 0.302 IN

+S = 0.322 IN³

- S = 0.335 IN³

T = 0.0188 IN

SECTION PROPERTIES

(FOR WIDTHS SHOWN)

D2 ROOF DECK - PLB-36

1. 5 PUDDLE WELDS AT EACH TRANSVERSE SUPPORT UNO.

2. LONGITUDINAL WELDS @ 1'-0" OC AT ALL LONGITUDINAL SUPPORTS.

3. USE VERCO PUNCHLOK II (VSC2) SYSTEM, CONN @ 24" OC AT ALL SEAMS UNO.

4. ALL PUDDLE WELDS SHALL BE 5/8" DIA EFFECTIVE.

5. WELD DECK TO ALL TRANSVERSE AND LONGITUDINAL SUPPORT BEAMS.

D1 FLOOR DECK - PLW3 FORMLOCK DECK

1. 4 PUDDLE WELDS AT EACH TRANSVERSE SUPPORT UNO.

2. LONGITUDINAL WELDS @ 1'-0" OC AT ALL LONGITUDINAL

SUPPORTS.

3. VERCO PUNCHLOK AT 36" OC AT ALL SEAMS UNO.

4. ALL PUDDLE WELDS SHALL BE 5/8" DIA EFFECTIVE.

5. WELD DECK TO ALL TRANSVERSE AND

LONGITUDINAL SUPPORT BEAMS.

W BMW BM

NOTES:

1. PROVIDE A MINIMUM OF THREE

CONTINUOUS SPANS FOR

INSTALLATION 36" WIDE.

2. PROVIDE SHORING AS REQUIRED

(SEE DECK MANUFACTURERS

RECOMMENDATIONS).

3. USE WELDING SHOWN HERE

WHERE STUDS ARE

SPACED >12"O.C

4. INSTALL DECK IN ACCORDANCE

WITH IAPMO ER-0217 FOR VERCO

DECK OF SPECS.

G H

T C

O N

4" L

#3 @ 16"OC EW

0' - 1 1/2" TYP

MIN

2' - 8"

1/8 1/2

TYP

BEAM OR

JOIST BELOW

BEAM OR

JOIST BELOW

ANGLES MUST

EXTEND (3)

FLUTES PAST

OPENINGS, TYP.

THIS GROUP OF

SLEEVES TO BE

CONSIDERED A

SINGLE OPENING

TYP FLUTE

L1-3/4X1-3/4X1/4

PLACED ON

T/DECK

WEBS OF

METAL

DECKING

NOTES:

1. HOLES LESS THAN 6" DIA AND CUTTING NO MORE THAN (1) WEB REQUIRE NO REINFORCEMENT.

2. ALL METAL DECK OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK AND PIPING, ROOF

HATCHES, AND SMALL AIR SHAFTS. THESE OPENINGS ARE NOT INTENDED TO SUPPORT ANY

MECHANICAL EQUIPMENT.

3. REINFORCING HSS OR ANGLES MAY BE PLACED UNDERNEATH DECK IF REQUIRED BY ROOFING

SYSTEMS.

OPENINGS LESS THAN 16"

BEAM OR

JOIST BELOW

BEAM OR

JOIST BELOW

OPENINGS GREATER THAN 16" & LESS THAN OR EQUAL TO 24"

MIN

0' - 1 1/2"

0' - 3"

K U

1/8 1/2

ADJACENT

TO EA CUT

WEB, TYP

1/8 1

AT CENTER OF

UPPER FLUTE

BEYOND

OPENING, TYP

HSS 3X2X3/16 OR

L3X2X1/8 (LLH)

PLACED ON T/DECK

TYP FLUTE

WEBS OF

METAL

DECKING

US Army Corps of Engineers ®

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1/2" = 1'-0"A1 METAL DECK DETAIL

3/8" = 1'-0"D1 TYPICAL METAL DECK ROOF OPENINGS

NOT FOR C

ONSTRUCTIO

N - 7 5%

ARCHITECTURAL GENERAL NOTES

1. ARCHITECTURAL DETAILS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT

OF THE PROJECT. THEY ARE NOT INTENDED TO SHOW EVERY DETAIL OF THE WORK.

DETAILS NOTED "TYPICAL" APPLY TO SIMILAR WORK THROUGHOUT THIS BUILDING, UNO.

2. ARCHITECTURAL DRAWINGS ARE FOR INFORMATION INCLUDING, BUT NOT LIMITED TO:

DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENING, NON-BEARING WALLS,

CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER

NONSTRUCTURAL ITEMS.

3. WHERE CONFLICTS ARE IDENTIFIED BETWEEN THE CONSTRUCTION DOCUMENTS,

REFERENCED STANDARDS AND THE GOVERNING CODES, THE COR WILL DETERMINE WHICH

SHALL GOVERN. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE COR AND

RESOLVED BEFORE PROCEEDING WITH WORK.

4. DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS.

LARGE SCALE DETAILS OR PLANS SHALL GOVERN OVER SMALL SCALE DETAILS, PLANS, OR

NOT SCALE DRAWINGS.

5. THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE WORK REQUIRED IN

THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY.

THE CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL DIMENSIONS, EXISTING UTILITIES,

FIXTURES AND SITE CONDITIONS. IF THE CONTRACTOR FINDS DISCREPANCIES IN THE

CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND OR ON THE ACTUAL SITE, THEN THE

CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY IN WRITING AND REQUEST

RESOLUTION. THE CONTRACTOR SHALL COORDINATE THE RESOLUTION OF

DISCREPANCIES IN ADVANCE OF STARTING WORK.

6. WORK SHALL COMPLY WITH IBC 2015, NFPA 101, AND UFC 3-600-01 AS DIRECTED BY UFC

1-200-01. WHEN CONFLICTS OCCUR BETWEEN UFC 3-600-01 AND OTHER CODES,

STANDARDS AND CRITERIA, FOLLOW UFC 3-600-01 PARAGRAPHS 1-4 BUILDING CODES AND

MILITARY MODIFCATIONS AND 1-6 HIERARCHY AS WELL AS UFC 3-600-01 PARAGRAPH 1-4

CRITERIA AND 1-5 GENERAL BUILDING REQUIREMENTS. WHEN CONFLICTS OCCUR

BETWEEN THE IBC AND NFPA 101, THE MOST CONSERVATIVE REQUIREMENTS SHALL

GOVERN.

7. FINISH FLOOR ELEVATION IS NOTED AS 0'-0". REFERENCE CIVIL DRAWINGS FOR ACTUAL.

8. PROVIDE ADEQUATE DRAINAGE FROM BUILDING EXTERIOR & DOOR THRESHOLDS. FINISH

GRADE ELEVATIONS VARY, PROVIDE A MINIMUM 1/4" BELOW FFE. SEE CIVIL FOR ACTUAL

FINISH GRADE ELEVATIONS REQUIREMENTS, APRON/PAVEMENTS, & STOOPS.

9. DIMENSIONS ARE DRAWN TO THE FACE OF CMU, CONCRETE, STEEL STUDS, STRUCTURAL

STEEL, AND METAL PANEL UNO. GRID LINES INDICATE THE FACE OF CMU AND CONCRETE

AND THE CENTERLINE OF INTERIOR COLUMNS UNO DIMENSIONS ARE INDICATED IN FEET

AND INCHES.

10. ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR SHALL FIELD MEASURE ALL

OPENINGS AND COORDINATE WITH THE APPROPRIATE SUPPLIER FOR ALL DOORS AND

WINDOWS. DIMENSIONS OF MASONRY COMPONENTS ARE MODULAR. MASONRY OPENINGS

ARE INDICATED WITH MODULAR DIMENSIONS AND NOTED AS "MO". OPENING IN STEEL OR

PRE-ENGINEERED STRUC. ARE TO CENTER OF OPENING.

11. REPETITIVE FEATURES NOTED TYPICAL (TYP) SHALL BE COMPLETELY PROVIDED AS IF

DRAWN IN FULL. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE

COMPLETELY PROVIDED AS IF NOTED IN FULL.

12. EXTERNAL CORNERS ON EXPOSED CONCRETE WALLS, CURBS, ETC. SHALL BE CHAMFERED

3/4" TYPICAL, UNO.

13. REPAIR OR REPLACE SURFACES DAMAGED DURING CONSTRUCTION TO MATCH ADJACENT

FINISHED CONDITION. THE CONTRACTING OFFICER SHALL DETERMINE WHEN

REPLACEMENT IS REQUIRED FOR ACCEPTABLE APPEARANCE.

14. DOOR AND ROOM NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION PURPOSES.

VERIFY NUMBERING SCHEME WITH CONTRACTING OFFICER AND TENANT UNIT PRIOR TO

FABRICATING PERMANENT LABELS AND SIGNAGE.

15. CONTRACTOR SHALL PROVIDE COMPATIBLE SHIMMING MATERIAL (PLASTIC, METAL, OR

OTHER AS PERMITTED BY IBC) AS REQUIRED TO BRING CONSTRUCTION WITHIN SPECIFIED

TOLERANCES AND DIMENSIONS. CONTRACTOR SHALL TRIM ITEMS TO FIT AND OTHERWISE

ENSURE PROPER INSTALLATION OF WORK.

16. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED

WOOD. ISOLATE PRESERVATIVE TREATED WOOD FROM METALS.

17. PROVIDE ALL NECESSARY BLOCKING BACKING, FRAMING HANGERS OR OTHER SUPPORT

FOR FIXTURES, EQUIPMENT CABINETRY, FURNISHINGS AND ITEM REQUIRING THE SAME.

18. CIVIL, STRUCTURAL, FIRE PROTECTION, MECHANCIAL, PLUMBING, ELECTRICAL, AND

TELECOMMUNICATIONS FEATURES OR INFORMATION SHOWN ON ARCHITECTURAL

DRAWINGS IS FOR COORDINATION AND LOCATION PURPOSES ONLY. REFER TO DRAWINGS

OF OTHER DISCIPLINES FOR SPECIFIC DESIGN INFORMATION ON COMPONENTS AND

SYSTEMS.

19. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PENETRATIONS IN THE

STRUCTURE FOR THE PROPER INSTALLATION OF THE WORK. REFER TO STRUCTURAL

DRAWINGS FOR SECONDARY FRAMING AND OR REINFORCING REQUIRED AT PENETRATIONS

IN STEEL, CONCRETE OR MASONRY. SEAL ALL PENETRATIONS THROUGH FLOORS, RATED

WALLS, AND RATED CIELINGS WITH UL LISTED ASSEMBLIES SUCH THAT FIRE AND SMOKE

RATINGS ARE MAINTAINED.

20. WHERE POSSIBLE ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER EQUIPMENT

EXPOSED TO VIEW SHALL BE LOCATED PARALLEL OR PERPENDICULAR TO THE

STRUCTURAL FRAMING SYSTEM.

21. ANY MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR SPECIFIED ARE DONE

SO TO ESTABLISH A MINIMUM LEVEL OF QUALITY.

22. REFER TO THE SPECIFICATIONS FOR INFORMATION THAT SUPPLEMENTS THESE NOTES AND

OTHER DRAWING INFORMATION.

ABBREVIATIONS

FREQUENTLY USED, GENERALLY UNDERSTOOD, & COMMONLY USED ABBREVIATIONS INCLUDE, BUT ARE NOT LIMITED TO:

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS ACCESS CONTROL SYSTEM

ACT ACOUSTICAL TILE

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AIB AIR INFILTRATION BARRIER

ALUM ALUMINUM

ANO ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

AT/FP ANTI-TERRORISM/FORCE

PROTECTION

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BRKT BRACKET

BTWN BETWEEN

BUR BUILT UP ROOF

CBU CEMENT BACKER UNIT

CDR CARD READER

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CLOSET

CLG CEILING

CLR CLEAR

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATIONS

COMP COMPENSATION

CONC CONCRETE

CONT CONTINUOUS/CONTINUE

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

D DRYER

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

EPT EXTERIOR PAINT

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

FBM FACE BRICK MODULAR

FD FLOOR DRAIN

FDN FOUNDATION

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FED STD FEDERAL STANDARD

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FIN FINISH

FLR FLOOR

FOB FACE OF BRICK

FOC FACE OF CONCRETE

FOS FACE OF STUD FRAMING

FRR FIRE RESISTANCE RATED

FRP FIBER REINFORCED PLASTIC

FT FOOT

FTG FOOTING

HB HOSE BIB

HDPE HIGH DENSITY POLYETHYLENE

HDWD HARD WOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HW-X HARDWARE SET NUMBER

HYD HYDRAULIC

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GL GRID LINE

GWB GYPSUM WALL BOARD

IBC INTERNATIONAL BUILDING

CODE

ID INSIDE DIAMETER

IGU INSULATED GLAZING UNIT

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JT JOINT

KIT KITCHEN

KPL KICK PLATE

M MEN

MAT MATERIAL(S)

MAX MAXIMUM

MB MOISTURE BARRIER

MECH MECHANICAL

MTL METAL

MFR MANUFACTURER

MG MIRROR GLAZING

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

N/A NOT APPLICABLE

NO. NUMBER

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE GLAZING

OC ON CENTER

OCC OCCUPANT(S)

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OPEN'G OPENING

OPH OPPOSITE HAND

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OWSJ OPEN WEB STEEL JOIST

PC PRECAST CONCRETE

PL PLATE

PLYWD PLYWOOD

PLAM PLASTIC LAMINATE

PNT-X PAINT FINISH COLOR

PR PAIR

PT PAINT

PT PRESERVATIVE TREATED

PTD/WR PAPER TOWEL DISPENSER &

WASTE RECEPTACLE

P&S POLE AND SHELF

R RISER RADIUS

RAF RAISED ACCESS FLOOR

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFERENCE

REFR REFRIGERATOR

REQD REQUIRED

RES RESILIENT

REV REVISION

RM ROOM

RO ROUGH OPENING

SAB SOUND ATTENUATION BLANKET

SASMSELF ADHERED SHEET MEMBRANE

SB SPLASH BLOCK

SCR SHOWER CURTAIN ROD

SCWD SOLID CORE WOOD DOOR

SD SOAP DISPENSER

SF SQUARE FEET

SGR SOAP/GRAB BAR COMBINATION

SH SOAP HOLDER

SHWR SHOWER

SIM SIMILAR

SIS SUSTAINABLE INFORMATION SIGN

SND SANITARY NAPKIN DISPOSER

SNTD SANITARY NAPKIN AND TAMPON

DISPENSER

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

ST STEEL

STC SOUND TRANSMISSION CLASS

STD WT STANDARD WEIGHT

STOR STORAGE

STR STAIR

STRUC STRUCTURAL

SUSP SUSPENDED

SYM SYMMETRICAL

T TREAD

T&G TONGUE AND GROOVE

TB TOWEL BAR

TD TRENCH DRAIN

TEMP TEMPERED

TFP TRANSLUCENT FIBERGLASS

PANEL

THK THICKNESS

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOP TOP OF PLATE

TOS. TOP OF STEEL

TPD TOILET PAPER DISPENSER

TRD TREAD

TSCD TOILET SEAT COVER DISPENSER

TS TUBE STEEL

TYP TYPICAL

U/C UNDER COUNTER

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

W WOMEN

W/ WITH

WC WATER CLOSET

W/D CLOTHES WASHER/DRYER

WD WOOD

WNDW WINDOW

WP WATER PROOFING

WR WATER RESISTANT

WRB WEATHER RESISTANT BARRIER

WWR WELDED WIRE REINFORCEMENT

YD YARD

ARCHITECTURAL SYMBOLS

Room name

150 SF

A101

SIM

N N

0 GRID / COLUMN

LINE

DESIGNATOR

EQUIPMENT NUMBER

DOOR NUMBER

WALL TYPE

WINDOW TYPE

ROOM NAME/NUMBER

REVISION TAG

N NORTH ARROW w/

TRUE NORTH

INDICATION

EGRESS ROUTE ID

AND SECTION

LENGTH

Room Rm_Occupancy

150 SF

EGRESS :Egress_ID Egress_Length

ROOM OCCUPANCY

& AREA

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

Name Elevation

FLOOR LEVEL & NAME

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A SHEET KEYNOTE

A101

Ref

R ef

Ref

R ef

INTERIOR ELEVATION

A-101

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

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A-001

ISF

, S

N O

, W

O U

E, W

D es ig ne r

Au th or

C he ck er

U G

NOT FOR CONSTRUCTION - 75% DESIGN

NOT FOR C

ONSTRUCTIO

N - 7 5%

W = CLEAR WIDTH OF LIMITING COMPONENT (in)

X = OCCUPANTS USING EXIT

Y = EXIT CAPACITY

Z = EGRESS WIDTH PER OCCUPANT (in/PERSON)

(NFPA 101 TABLE 7.3.3.1)

TRAVEL DISTANCE

COMMON PATH

AUTOMATED EXTERNAL DEFIBRILATOR (GFGI)

EXIT SIGN (ARROW INDICATES DIRECTIONAL SIGN) DARKEN

AREA DENOTES LIGHTED FACE - REFER TO ELECTRICAL

LOCAL OPERATING CONSOLE

FIRE ALARM ANNUNCIATOR

FIRE ALARM/ MASS NOTIFICATION

AED

X Y

TD = XX" < 300'-0"

LOC

FSA

FAMN

Name Room_Occupancy_Class

150 SF

Occupant Load : Room_Occupant_Load

LIFE SAFETY ROOM TAG W/ AREA:

ROOM AREA

OCCUPANT LOAD

ROOM NUMBER

ROOM NAME

OCCUPANCY

CLASSIFICATION

FIRE/SMOKE WALL - 1 HR Fire Rating

SYMBOLS:

CP = XX" < 100'-0"

LIFE SAFETY PLAN LEGENDBUILDING CODE ANALYSIS

APPLICABLE CODES:

CODE VERSION

1. AMERICANS WITH DISABILITIES ACT (ADA), ARCHITECTURAL BARRIERS ACT (ABAAG) CURRENT

2. INTERNATIONAL BUILDING CODE (IBC) 2015

3. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS 2018

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2016

NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS 2016

AND THEIR APPURTENANCES

NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 2018

NFPA 33 STANDARD FOR SPRAY APPLICATION USING FLAMMABLE OR 2018

COMBUSTIBLE MATERIALS

NFPA 70 NATIONAL ELECTRICAL CODE 2017

NFPA 101 LIFE SAFETY CODE 2018

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION 2018

NFPA 291 RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND 2016

MARKING OF HYDRANTS

4. UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01 DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS) CHANGE 2, 01 NOV 2018

UFC 3-230-01 WATER STORAGE, DISTRIBUTION, AND TRANSMISSION CHANGE 1, 01 OCT 2018

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES CHANGE 2, 25 MAR 2018

UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS CHANGE 0, 12 DEC 2018

UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS CHANGE 1, 01 JAN 2010

CODE COMPLIANCE NOTES:

CATEGORY VALUE REFERENCE

1. OCCUPANCY CLASSIFICATION: BUSINESS GROUP (B) IBC SECTION 304.1

2. BUILDING TYPE 2B IBC SECTION 602

3. ALLOWABLE NUMBER OF STORIES 4 OR 75 FEET IBC TABLE 504.3 AND 504.4

4. ALLOWABLE SQUARE FOOTAGE 69,000 SQ. FT. IBC TABLE 506.2

(PER FLOOR)

FIRE RESISTIVE REQUIREMENTS: IBC TABLE 601 AND 602

BUILDING ELEMENT RATING (HOURS)

1. PRIMARY STRUCTURAL FRAME: 0

2. BEARING WALLS

A. EXTERIOR 0

B. INTERIOR 0

3. NON-BEARING WALLS AND PARTITIONS

A. EXTERIOR (TB 602)* 0

B. INTERIOR 0

4. FLOOR CONSTRUCTION AND 0

ASSOCIATED SECONDARY MEMBERS

5. ROOF CONSTRUCTION AND 0

ASSOCIATED SECONDARY MEMBERS

*FIRE SEPARATION DISTANCE TO NEAREST ADJACENT STRUCTURE X > 30 FT

ACTUAL VALUES:

CATEGORY VALUE

3. ACTUAL NUMBER OF STORIES 2 OR 44 FEET AT RIDGE

4. ALLOWABLE SQUARE FOOTAGE 27,200 SQ. FT.

(PER FLOOR)

INCIDENTAL USES:

STORAGE: IBC SECTION 508.2.3

SEPARATION OF INCIDENTAL SPACES (STORAGE) DO NOT REQUIRE FIRE

BARRIERS. THIS BUILDING IS PROTECTED THROUGHOUT BY AUTOMATIC

SPRINKLERS. STORAGE ROOMS SHALL VOLUNTARILY BE CAPABLE OF

RESISTING THE PASSAGE OF SMOKE TO OTHER INTERIOR ROOMS.

ACCORDING TO GYPSUM ASSOCIATION GA-600-2009 FIRE RESISTANCE

DESIGN MANUAL A MINIMUM FIRE RESISTANCE RATED GYPSUM BOARD

SYSTEM (5/8") WITH JOINTS FINISHED IN ACCORDANCE WITH LEVEL 1 AS

SPECIFIED IN GA-214, RECOMMENDED LEVELS OF GYPSUM BOARD FINISH,

(ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT

COMPOUND) WITH PERIMETERS AND PENETRATION SEALED WITH AN

APPROVED SEALANT SATISFY THE BUILDING CODE FOR SMOKE BARRIER.

MECHANICAL / ELECTRICAL / TELECOM:

REFER TO PLANS FOR FIRE RATING SEPARATION REQUIRMENT

COMPLIANCE BASED ON RESPECTIVE CODES.

MEANS OF EGRESS:

CATEGORY VALUE REFERENCE

1. EGRESS WIDTH PER

OCCUPANT SERVED (INCH/PERSON)

STAIRWAYS (SPRINKLERED) 0.30 NFPA 101 7.3.3.1

OTHER EGRESS (SPRINKLERED 0.20 NFPA 101 7.3.3.1

2. CLEAR MINIMUM EXIT WIDTH 32 INCHES NFPA 101 7.2.1.2.3

3. MINIMUM MEANS OF EGRESS WIDTH 36 INCHES NFPA 101 7.3.4.1 (2)

4. MAXIMUM TRAVEL DISTANCES:

BUSINESS (SPRINKLERED) 300 FT. NFPA 101 A.7.6

5. COMMON PATHS OF EGRESS TRAVEL:

BUSINESS (SPRINKLERED) 100 FT. NFPA 101 A.7.6

6. DEAD END MAXIMUM LENGTH:

BUSINESS (SPRINKLERED) 50 FT. NFPA 101 A.7.6

HIGHER PRIOIRITY

1. FIRE RATED PARTITION OR ASSEMBLY: PRIORITY 1

2. NON-RATED PARTITION :PRIORITY 2 (LOWEST)

LOWER PRIOIRITY MAINTAIN INTEGRITY OF

FIRE BARRIER

LIFE SAFETY DETAILS

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

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A-002

ISF

, W

O U

E, W

C he ck er

U G

NOT FOR CONSTRUCTION - 75% DESIGN

ROOM

NUMBER ROOM NAME LOAD FACTOR

OCCUPANT

LOAD

205 FILE STORAGE STORAGE 1

213 STORAGE STORAGE 1

214 FILES STORAGE 1

216 DIVISION COMPUTER AND EQUIPMENT

STORAGE

STORAGE 1

224 CUSTODIAL STORAGE 1

TELECOM

215 TRAINING AND TESTING CENTER LAB TELECOM 2

220 SIPR / TR TELECOM 1

CATWALK

MECH / ELEC

301 CATWALK MECH / ELEC 0

ROOM

NUMBER ROOM NAME LOAD FACTOR

OCCUPANT

LOAD

Not Placed

TELECOM

109 TR TELECOM 1

221 TR TELECOM 1

FIRST FLOOR

105 UNISEX 0

106 UNISEX 0

130 WOMEN 0

132 MEN 0

ASSEMBLY

102 CUSTOMER SERVICE LOBBY ASSEMBLY 15

104 CLASSROOM A ASSEMBLY 28

BUSINESS

111 CUSTOMER SERVICE CENTER BUSINESS 19

112 OTHER ADMIN. BUSINESS 2

113 CUSTOMER SERVICE CENTER INTAKE BUSINESS 3

114 DIVISION CHIEF OFFICE BUSINESS 1

115 BRANCH CHIEF OFFICE BUSINESS 1

116 BRANCH CHIEF OFFICE BUSINESS 1

119 IMAGING CENTER BUSINESS 6

CIRCULATION

101 VESTIBULE CIRCULATION 0

103 CORRIDOR CIRCULATION 0

107 CORRIDOR CIRCULATION 0

118 CORRIDOR CIRCULATION 0

122 VESTIBULE CIRCULATION 0

133 VESTIBULE CIRCULATION 0

E1.1 ELEVATOR CIRCULATION 0

S1.1 STAIR 1 CIRCULATION 0

S2.1 STAIR 2 CIRCULATION 0

MECH / ELEC

110 ELEVATOR EQUIPMENT MECH / ELEC 1

121 FIRE RISER ROOM MECH / ELEC 1

128 MECHANICAL ROOM MECH / ELEC 2

129 ELECTRICAL ROOM MECH / ELEC 2

STORAGE

117 STORAGE STORAGE 1

124 DISTRIBUTION / SHIPPING RECYCLING

AREA

STORAGE 1

125 LOADING DOCK STORAGE 1

126 OUTSIDE PLANT INSIDE STORAGE STORAGE 2

131 CUSTODIAL STORAGE 1

TELECOM

108 SIPR / TR TELECOM 1

120 MAIN TR TELECOM 1

123 SIPR CX-K / GAIT TELECOM 3

127 UPS ROOM TELECOM 2

SECOND FLOOR

223 WOMEN 0

225 MEN 0

ASSEMBLY

202 BREAK AREA ASSEMBLY 28

207 EXECUTIVE CONFERENCE ASSEMBLY 35

BUSINESS

200 NETWORK OPERATIONS CENTER (NOC) /

NOC STORAGE

BUSINESS 8

203 OFFICE SUITE BUSINESS 3

204 DIRECTOR BUSINESS 1

206 DEPUTY DIRECTOR BUSINESS 1

208 NETWORK AND SWITCH TECHNICIANS

WORKSPACE

BUSINESS 21

209 OTHER ADMIN / CONTRACTORS BUSINESS 12

210 DIVISION CHIEF OFFICE BUSINESS 1

211 BRANCH CHIEF OFFICE BUSINESS 1

212 BRANCH CHIEF OFFICE BUSINESS 1

219 NURSING MOTHERS ROOM BUSINESS 1

CIRCULATION

201 CORRIDOR CIRCULATION 0

218 CORRIDOR CIRCULATION 0

222 CORRIDOR CIRCULATION 0

E1.2 ELEVATOR CIRCULATION 0

S1.2 STAIR 1 CIRCULATION 0

S2.2 STAIR 2 CIRCULATION 0

MECH / ELEC

217 ELECTRICAL ROOM MECH / ELEC 2

STORAGE

OCCUPANCY LOAD SCHEDULE

TOTAL FIRST FLOOR

ROOM

NUMBER ROOM NAME (OPTION) LOAD FACTOR

OCCUPANT

LOAD

FIRST FLOOR

ASSEMBLY

A134 BREAK AREA ASSEMBLY 16

A139 DIVISION CONFERENCE ASSEMBLY 41

A141 GENERAL PURPOSE TEAM ROOM ASSEMBLY 16

A143 GENERAL PURPOSE TEAM ROOM ASSEMBLY 16

BUSINESS

A135 LOCKER / SHOWER ROOM BUSINESS 3

A136 LOCKER / SHOWER ROOM BUSINESS 3

A138 MGMT / OPS FREQUENCY BUSINESS 3

A142 REPRO / MEDIA WORK ROOM BUSINESS 1

A144 MANAGEMENT ANALYSIS BUSINESS 7

A145 SPECIALISTS BUSINESS 6

A146 OTHER ADMIN. BUSINESS 2

A147 DIVISION CHIEF OFFICE BUSINESS 1

A148 BRANCH CHIEF OFFICE BUSINESS 1

A149 BRANCH CHIEF OFFICE BUSINESS 1

A151 PLANS & BLUEPRINT ROOM BUSINESS 2

CIRCULATION

A137 CORRIDOR CIRCULATION 0

AS3.1 STAIR 3 CIRCULATION 0

STORAGE

A140 GENERAL STORAGE / OFFICE STORAGE STORAGE 3

A150 STORAGE STORAGE 1

SECOND FLOOR

ASSEMBLY

A228 CONFERENCE / CLASSROOM A ASSEMBLY 42

A229 CONFERENCE / CLASSROOM B ASSEMBLY 47

A230 CONFERENCE/ CLASSROOM C ASSEMBLY 38

A239 GENERAL PURPOSE TEAM ROOM ASSEMBLY 17

A240 GENERAL PURPOSE TEAM ROOM ASSEMBLY 17

BUSINESS

A227 REPRO / MEDIA WORK ROOM BUSINESS 2

A231 IA TECHNICIAN WORKSPACE BUSINESS 11

A232 ACAS SCANNERS BUSINESS 2

A235 BRANCH CHIEF OFFICE BUSINESS 1

A236 BRANCH CHIEF OFFICE BUSINESS 1

A237 DIVISION CHIEF OFFICE BUSINESS 1

A238 CONTRACTOR AREA BUSINESS 8

CIRCULATION

A226 CORRIDOR CIRCULATION 0

AS3.2 STAIR 3 CIRCULATION 0

STORAGE

A233 COMSEC VAULT STORAGE 1

A234 IA SECURITY PKI ROOM STORAGE 1

CATWALK

A301 CATWALK 0

TOTAL SECOND FLOOR

TOTAL BASE BID MAX OCCUPANTS

TOTAL OPTION MAX OCCUPANTS

TOTAL FIRST FLOOR OPTION

TOTAL SECOND FLOOR OPTION

NOT FOR C

ONSTRUCTIO

N - 7 5%

60 SF

ELEVATOR EQUIPMENT

MECH / ELEC

Occupant Load : 1

79 SF

ELEVATOR

CIRCULATION

E1.1

207 SF

SIPR / TR

TELECOM

Occupant Load : 1

290 SF

STAIR 1

CIRCULATION

S1.1

422 SF

CLASSROOM A

ASSEMBLY

Occupant Load : 28

954 SF

CORRIDOR

CIRCULATION

923 SF

SIPR CX-K / GAIT

TELECOM

Occupant Load : 3

221 SF

MAIN TR

TELECOM

Occupant Load : 1

484 SF

UPS ROOM

TELECOM

Occupant Load : 2

297 SF

STAIR 2

CIRCULATION

S2.1

556 SF

MECHANICAL ROOM

MECH / ELEC

Occupant Load : 2

681 SF

OUTSIDE PLANT INSIDE

STORAGE

Occupant Load : 2

187 SF

DISTRIBUTION / SHIPPING

RECYCLING AREA

STORAGE

Occupant Load : 1

369 SF

LOADING DOCK

STORAGE

Occupant Load : 1

467 SF

ELECTRICAL ROOM

MECH / ELEC

Occupant Load : 2

98 SF

FIRE RISER ROOM

MECH / ELEC

Occupant Load : 1

68.25

34.25

SECOND FLOOR

34.25

SECOND FLOOR

34.25

68.25

34.25

68.25

TD: 74'-10" < 300'-0"

266 SF

OTHER ADMIN.

BUSINESS

Occupant Load : 2

219 SF

STORAGE

Occupant Load : 1

112 SF

DIVISION CHIEF OFFICE

BUSINESS

Occupant Load : 1

98 SF

BRANCH CHIEF OFFICE

BUSINESS

Occupant Load : 1

100 SF

BRANCH CHIEF OFFICE

BUSINESS

Occupant Load : 1

449 SF

CUSTOMER SERVICE

CENTER INTAKE

BUSINESS

Occupant Load : 3

143 SF

WOMEN

188 SF

MEN

78 SF

UNISEX

75 SF

UNISEX

CP: 120'-2" < 300'-0"

CP: 64'-10" < 100'-0" AED

AED

190 SF

VESTIBULE

CIRCULATION

68 SF

VESTIBULE

CIRCULATION

203 SF

CUSTOMER SERVICE

LOBBY

ASSEMBLY

Occupant Load : 15

299 SF

CORRIDOR

CIRCULATION

189 SF

CORRIDOR

CIRCULATION

52 SF

VESTIBULE

CIRCULATION

41 SF

CUSTODIAL

STORAGE

Occupant Load : 1

800 SF

IMAGING CENTER

BUSINESS

Occupant Load : 6

2775 SF

CUSTOMER SERVICE

CENTER

BUSINESS

Occupant Load : 19

34.25

68.25

TD: 25'-10" < 300'-0"TD: 43'-9" < 300'-0"

9 7 6 5 4 3 2 1 1. SEE SHEET A-002 FOR SUMMARY OF BUILDING CODE AND LIFE SAFETY CODE

ANALYSIS.

2. ENSURE THE CONTINUITY AND MAINTAIN THE PRIORITY OF RATED ASSEMBLIES

AND SMOKE ASSEMBLY THAT ARE INDICATED.

3. PROVIDE THROUGH PENETRATION FIRE STOPPING SYSTEM AT ALL

PENETRATIONS THROUGH RATED PARTITIONS. REFER TO A-601 FOR PARTITION

TYPES. WHERE A PARTITION IS INDICATED TO BE FIRE RATED PROVIDE A

THROUGH PENETRATION FIRESTOPPING SYSTEM CONSTRUCTED IN STRICT

COMPLIANCE WITH THE FIRE TEST DESIGN (TESTED AND COMPATIBLE WITH

LEVEL OF RATING INDICATED) AT ALL PENETRATIONS. IF NO TEST IS

REFERENCED, PROVIDE AN INDUSTRY RECOGNIZED FIRE TEST APPLICABLE TO

THE PARTITION TYPE. SYSTEMS SHALL BE COMPATIBLE WITH PARTITION

CONSTRUCTION. REFER TO DISCIPLINE DRAWINGS FOR PENETRATION

LOCATIONS.

4. PROVIDE CONTINUOUS SEALANT AT TOPS AND BOTTOMS OF ALL SMOKE

PARTITIONS AND AT ALL PENETRATIONS THROUGH SMOKE PARTITIONS

COMPATIBLE WITH THE PARTITION AND ALLOWING FOR STRUCTURAL

MOVEMENT.

5. REFER TO FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR LOCATION OF

FIRE ALARM NOTIFICATION DEVICES, MANUAL FIRE ALARM BOXES, PULL

STATIONS AND EXIT SIGNAGE. SEE FIRE ALARM AND FIRE PROTECTION

DRAWINGS FOR AUTOMATIC SPRINKER.

6. FOR EMERGENCY LIGHTING AND ILLUMINATED EXIT SIGNAGE REFER TO

ELECTRICAL DRAWINGS.

7. RATED PARTITIONS AROUND COLUMNS SHALL MAINTAIN ADJOINING FIRE

RATED ENVELOPE.

8. PROVIDE MARKING AND IDENTIFICATION OF FIREWALLS, FIRE BARRIERS, FIRE

PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS WITH PERMANENTLY

IDENTIFIED SIGNS OR STENCILING. SIGNS / STENCILING SHALL BE LOCATED IN

ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING SPACES AT INTERVALS NOT

EXCEEDING 30'-0" MEASURED HORIZONTALLY ALONG THE PARTITION IN

LETTERS NOT LESS THAN 1/2" HIGH. WHERE NO CONCEALED FLOOR, FLOOR-

CEILING SPACE OCCURS, PLACE SIGN / STENCILING AT UPPERMOST VISIBLE

AREA OF PARTITION.

9. SEE DOOR SCHEDULES FOR LISTING OF FIRE RATED DOORS AND FRAMES

WITH REQUIRED MINIMUM PROTECTION RATING.

10. 1 HOUR RATED FLOOR/CEILING REQUIRED AT ELECTRICAL ROOM, STAIRWELLS

AND AS OTHERWISE NOTED. SEE CEILING PLANS ON A-107, A-107A, A- 109 AND

A-109A.

11. AT STAIR GLAZED WALLS, PROVIDE AUTOMATIC SPRINKLER SYSTEM MEETING

THE SPACING AND ARRANGEMENT CRITERIA IN MANUFACTURER'S

REQUIREMENTS TO MEET UL RATING (1 HOUR) FOR PRODUCT ASSEMBLY.

EGRESS NOTES

FIRST FLOOR AREA: 14,016 SQ FT

BUSINESS (B): TOTAL OCCUPANTS: 4,625 NSF/ 150 OSF = 31 OCCUPANTS (33 MAX)

ASSEMBLY (A-2):TOTAL OCCUPANTS: 627 NSF / 15 OSF = 42 OCCUPANTS (43 MAX)

STORAGE (S-1): TOTAL OCCUPANTS: 1,500 NSF/ 500 OSF = 3 OCCUPANTS (6 MAX)

MECH/ ELEC: TOTAL OCCUPANTS: 1,181 NSF/ 500 OSF = 3 OCCUPANTS (5 MAX)

TELECOM: TOTAL OCCUPANTS: 1,840 NSF/ 300 OSF = 7 OCCUPANTS (9 MAX)

TOTAL OCCUPANTS FIRST FLOOR = 86 OCCUPANTS (96 MAX)

SECOND FLOOR AREA: 14,016 SQ FT

BUSINESS (B): TOTAL OCCUPANTS: 7,265 NSF/ 150 OSF = 49 OCCUPANTS

ASSEMBLY (A-2):TOTAL OCCUPANTS: 938 NSF/ 15 OSF = 63 OCCUPANTS

STORAGE (S-1): TOTAL OCCUPANTS: 811 NSF / 500 OSF = 5 OCCUPANTS

MECH/ ELEC: TOTAL OCCUPANTS: 528 NSF/ 500 OSF = 2 OCCUPANTS

TELECOM: TOTAL OCCUPANTS: 689 NSF / 300 OSF = 4 OCCUPANTS

TOTAL OCCUPANTS SECOND FLOOR = 124 OCCUPANTS

TOTAL OCCUPANTS FOR THIS BUILDING: 210 OCCUPANTS (220 MAX)

FIRST FLOOR EXIT NUMBER AND WIDTH REQUIRED:

MINIMUM 2 EXITS; 86 X 0.2 INCHES = 17.2 INCHES

FIRST FLOOR EXIT NUMBER AND WIDTH PROVIDED:

5 EXITS; 34.25+34.25+34.25+34.25+68.5 INCHES = 205.5 INCHES

SECOND FLOOR EXIT NUMBER AND WIDTH REQUIRED:

MINIMUM 2 EXITS; 124 X 0.2 INCHES = 24.8 INCHES

SECOND FLOOR EXIT NUMBER AND WIDTH PROVIDED:

2 EXITS; 34.25 INCHES EACH = 64.5 INCHES

FLOOR AREA SUMMARY

FIRST FLOOR : 14,202 GSF

SECOND FLOOR: 14,202 GSF

TOTAL BLDG: 28,404 GSF

DD 1391 ALLOWANCE: 54,866 GSF

(ARMY 2012 CALCULATION METHOD)

MECHANICAL AND ELECTRICAL

(500 SQ. FT / PERSON GROSS)

BUSINESS

(150 SQ. FT / PERSON GROSS)

(50 SQ. FT / PERSON GROSS AT LOCKER ROOMS)

STORAGE

(500 SQ. FT / PERSON GROSS)

ASSEMBLY

(15 SQ. FT / PERSON NET) (TABLES AND CHAIRS)

TELECOM

(300 SQ. FT / PERSON GROSS)

MAXIMUM NUMBER OF OCCUPANTS ACCORDING TO OCCUPANCY

(NFPA 101 TABLE 7.3.1.2)

GENERAL NOTES

EXIT / EXIT CAPACITY

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

N U

N T

. D U

D G

C:\Users\G3ENEBS9\Documents\FY20_PN77728_ISF_Architectural_CENTRAL_G3ENEBS9.rvt

9/3/2019 11:09:00 AM

A-003

ISF

O O

-B

, W

O U

E, W

C he ck er

U G

NOT FOR CONSTRUCTION - 75% DESIGN

3/32" = 1'-0"C3 FIRST FLOOR LIFE SAFETY PLAN - BASE BID

08' 8' 16' 24'

OPTION BASE BID

KEY PLAN:

NOT FOR C

ONSTRUCTIO

N - 7 5%

34.25

SECOND FLOOR

68.25

34.25

SECOND FLOOR

34.25

SECOND FLOOR

34.25

68.25

34.25

3' -1

'-0

TD: 52'-3" < 300'-0"

C P:

-0

0' -0

AED

1310 SF

GENERAL STORAGE /

OFFICE STORAGE

STORAGE

A140

Occupant Load : 3

606 SF

DIVISION CONFERENCE

ASSEMBLY

A139

Occupant Load : 41

439 SF

MGMT / OPS FREQUENCY

BUSINESS

A138

Occupant Load : 3

723 SF

SPECIALISTS

BUSINESS

A145

Occupant Load : 6

267 SF

OTHER ADMIN.

BUSINESS

A146

Occupant Load : 2

1196 SF

MANAGEMENT ANALYSIS

BUSINESS

A144

Occupant Load : 7

108 SF

DIVISION CHIEF OFFICE

BUSINESS

A147

Occupant Load : 1

109 SF

BRANCH CHIEF OFFICE

BUSINESS

A148

Occupant Load : 1

97 SF

BRANCH CHIEF OFFICE

BUSINESS

A149

Occupant Load : 1

88 SF

STORAGE

A150

Occupant Load : 1

249 SF

STAIR 3

CIRCULATION

AS3.1

230 SF

PLANS & BLUEPRINT

ROOM

BUSINESS

A151

Occupant Load : 2

247 SF

GENERAL PURPOSE

TEAM ROOM

ASSEMBLY

A141

Occupant Load : 16

96 SF

REPRO / MEDIA WORK

ROOM

BUSINESS

A142

Occupant Load : 1

250 SF

GENERAL PURPOSE

TEAM ROOM

ASSEMBLY

A143

Occupant Load : 16 218 SF

BREAK AREA

ASSEMBLY

A134

Occupant Load : 16

895 SF

CORRIDOR

CIRCULATION

A137

134 SF

LOCKER / SHOWER ROOM

BUSINESS

A136

Occupant Load : 3

133 SF

LOCKER / SHOWER ROOM

BUSINESS

A135

Occupant Load : 3

DOOR

34.25

CP: 71'-9" < 100'-0"

CP: 64'-10" < 100'-0"

TD: 74'-10" < 300'-0"

CP: 120'-2" < 300'-0"

TD: 25'-10" < 300'-0"

68.25

14 13 12 11 10 9 7 6 5 4 3 2 1

60 SF

ELEVATOR EQUIPMENT

MECH / ELEC

Occupant Load : 1

79 SF

ELEVATOR

CIRCULATION

E1.1

207 SF

SIPR / TR

TELECOM

Occupant Load : 1

290 SF

STAIR 1

CIRCULATION

S1.1

422 SF

CLASSROOM A

ASSEMBLY

Occupant Load : 28

954 SF

CORRIDOR

CIRCULATION

923 SF

SIPR CX-K / GAIT

TELECOM

Occupant Load : 3

221 SF

MAIN TR

TELECOM

Occupant Load : 1

484 SF

UPS ROOM

TELECOM

Occupant Load : 2

297 SF

STAIR 2

CIRCULATION

S2.1

556 SF

MECHANICAL ROOM

MECH / ELEC

Occupant Load : 2

681 SF

OUTSIDE PLANT INSIDE

STORAGE

Occupant Load : 2

187 SF

DISTRIBUTION / SHIPPING

RECYCLING AREA

STORAGE

Occupant Load : 1

369 SF

LOADING DOCK

STORAGE

Occupant Load : 1

467 SF

ELECTRICAL ROOM

MECH / ELEC

Occupant Load : 2

98 SF

FIRE RISER ROOM

MECH / ELEC

Occupant Load : 1266 SF

OTHER ADMIN.

BUSINESS

Occupant Load : 2

219 SF

STORAGE

Occupant Load : 1

112 SF

DIVISION CHIEF OFFICE

BUSINESS

Occupant Load : 1

98 SF

BRANCH CHIEF OFFICE

BUSINESS

Occupant Load : 1

100 SF

BRANCH CHIEF OFFICE

BUSINESS

Occupant Load : 1

449 SF

CUSTOMER SERVICE

CENTER INTAKE

BUSINESS

Occupant Load : 3

143 SF

WOMEN

188 SF

MEN

78 SF

UNISEX

75 SF

UNISEX

190 SF

VESTIBULE

CIRCULATION

68 SF

VESTIBULE

CIRCULATION

203 SF

CUSTOMER SERVICE

LOBBY

ASSEMBLY

Occupant Load : 15

299 SF

CORRIDOR

CIRCULATION

189 SF

CORRIDOR

CIRCULATION

41 SF

CUSTODIAL

STORAGE

Occupant Load : 1

800 SF

IMAGING CENTER

BUSINESS

Occupant Load : 6

2775 SF

CUSTOMER SERVICE

CENTER

BUSINESS

Occupant Load : 19

5. REFER TO FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR LOCATION OF

FIRE ALARM NOTIFICATION DEVICES, MANUAL FIRE ALARM BOXES, PULL

STATIONS AND EXIT SIGNAGE. SEE FIRE ALARM AND FIRE PROTECTION

DRAWINGS FOR AUTOMATIC SPRINKER.

6. FOR EMERGENCY LIGHTING AND ILLUMINATED EXIT SIGNAGE REFER TO

ELECTRICAL.

7. RATED PARTITIONS AROUND COLUMNS SHALL MAINTAIN ADJOINING FIRE

RATED ENVELOPE.

8. PROVIDE MARKING AND IDENTIFICATION OF FIREWALLS, FIRE BARRIERS,

FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS WITH

PERMANENTLY IDENTIFIED SIGNS OR STENCILING. SIGNS / STENCILING SHALL

BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING SPACES AT

INTERVALS NOT EXCEEDING 30'-0" MEASURED HORIZONTALLY ALONG THE

PARTITION IN LETTERS NOT LESS THAN 1/2" HIGH. WHERE NO CONCEALED

FLOOR, FLOOR-CEILING SPACE OCCURS, PLACE SIGN / STENCILING AT

UPPERMOST VISIBLE AREA OF PARTITION.

9. SEE DOOR SCHEDULES FOR LISTING OF FIRE RATED DOORS AND FRAMES

WITH REQUIRED MINIMUM PROTECTION RATING.

10. 1 HOUR RATED FLOOR/CEILING REQUIRED AT ALL RECYCLE ROOM AND

MECHANICAL ROOM. SEE OVERALL CEILING PLANS ON ON A-109, A-109A,

A-110 AND A-110A.

11. AT STAIR GLAZED WALLS, PROVIDE AUTOMATIC SPRINKLER SYSTEM

MEETING THE SPACING AND ARRANGEMENT CRITERIA IN MANUFACTURER'S

REQUIREMENTS TO MEET UL RATING (1 HOUR) FOR PRODUCT ASSEMBLY.

EGRESS NOTES

FIRST FLOOR AREA: 22,174 SQ FT

BUSINESS (B): TOTAL OCCUPANTS: 7,988 NSF/ 150 OSF = 54 OCCUPANTS (57 MAX)

BUSINESS (B) SHWR: TOTAL OCCUPANTS272 NSF / 50 OSF = 6 OCCUPANTS

ASSEMBLY (A-2): TOTAL OCCUPANTS: 1,974 NSF / 15 OSF = 132 OCCUPANTS

STORAGE (S-1): TOTAL OCCUPANTS: 2,860 NSF/ 500 OSF = 6 OCCUPANTS (10 MAX)

MECH / ELEC: TOTAL OCCUPANTS: 1,181 NSF / 500 OSF = 3 OCCUPANTS ( 5 MAX)

TELECOM: TOTAL OCCUPANTS: 1,840 NSF / 300 OSF = 7 OCCUPANTS ( 9 MAX)

TOTAL OCCUPANTS FIRST FLOOR = 219 OCCUPANTS

SECOND FLOOR AREA: 22,174 SQ FT

BUSINESS (B): TOTAL OCCUPANTS: 11,165 NSF / 150 OSF = 75 OCCUPANTS (76 MAX)

ASSEMBLY (A-2): TOTAL OCCUPANTS: 3,365 NSF/ 15 OSF = 224 OCCUPANTS

STORAGE (S-1): TOTAL OCCUPANTS: 1,193 NSF/ 500 OSF = 4 OCCUPANTS (7 MAX)

MECH/ ELEC: TOTAL OCCUPANTS: 528 NSF/ 500 OSF = 2 OCCUPANTS

TELECOM: TOTAL OCCUPANTS: 689 NSF / 300 OSF = 4 OCCUPANTS

TOTAL OCCUPANTS SECOND FLOOR = 313 OCCUPANTS

TOTAL OCCUPANTS FOR THIS BUILDING: 532 OCCUPANTS

FIRST FLOOR EXIT NUMBER AND WIDTH REQUIRED:

MINIMUM 2 EXITS; 208 X 0.2 INCHES = 41.6 INCHES

FIRST FLOOR EXIT NUMBER AND WIDTH PROVIDED:

4 EXITS; 34.25+34.25+34.25+34.25+68.5 INCHES = 205.5 INCHES

SECOND FLOOR EXIT NUMBER AND WIDTH REQUIRED:

MINIMUM 2 EXITS; 313 X 0.2 INCHES = 62.6 INCHES

SECOND FLOOR EXIT NUMBER AND WIDTH PROVIDED:

3 EXITS; 34.25 INCHES EACH = 102.75 INCHES

FLOOR AREA SUMMARY

FIRST FLOOR : 22,436 GSF

SECOND FLOOR: 22,436 GSF

TOTAL BLDG: 44,872 GSF

DD 1391 ALLOWANCE: 54,866 GSF

(ARMY 2012 CALCULATION METHOD)

GENERAL NOTES

1. SEE SHEET A-001 FOR SUMMARY OF BUILDING CODE AND LIFE SAFETY CODE

ANALYSIS.

2. ENSURE THE CONTINUITY AND MAINTAIN THE PRIORITY OF RATED

ASSEMBLIES AND SMOKE ASSEMBLY THAT ARE INDICATED.

3. PROVIDE THROUGH PENETRATION FIRE STOPPING SYSTEM AT ALL

PENETRATIONS THROUGH RATED PARTITIONS. REFER TO A-XXX FOR

PARTITION TYPES. WHERE A PARTITION IS INDICATED TO BE FIRE RATED

PROVIDE A THROUGH PENETRATION FIRESTOPPING SYSTEM CONSTRUCTED

IN STRICT COMPLIANCE WITH THE FIRE TEST DESIGN (TESTED AND

COMPATIBLE WITH LEVEL OF RATING INDICATED) AT ALL PENETRATIONS. IF

NO TEST IS REFERENCED, PROVIDE AN INDUSTRY RECOGNIZED FIRE TEST

APPLICABLE TO THE PARTITION TYPE. SYSTEMS SHALL BE COMPATIBLE WITH

PARTITION CONSTRUCTION. REFER TO DISCIPLINE DRAWINGS FOR

PENETRATION LOCATIONS.

4. PROVIDE CONTINUOUS SEALANT AT TOPS AND BOTTOMS OF ALL SMOKE

PARTITIONS AND AT ALL PENETRATIONS THROUGH SMOKE PARTITIONS

COMPATIBLE WITH THE PARTITION AND ALLOWING FOR STRUCTURAL

MOVEMENT.

MECHANICAL AND ELECTRICAL

(500 SQ. FT / PERSON GROSS)

BUSINESS

(150 SQ. FT / PERSON GROSS)

(50 SQ. FT / PERSON GROSS AT LOCKER ROOMS)

STORAGE

(500 SQ. FT / PERSON GROSS)

ASSEMBLY

(15 SQ. FT / PERSON NET) (TABLES AND CHAIRS)

TELECOM

(300 SQ. FT / PERSON GROSS)

MAXIMUM NUMBER OF OCCUPANTS ACCORDING TO OCCUPANCY

(NFPA 101 TABLE 7.3.1.2)

EXIT / EXIT CAPACITY

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

N U

N T

. D U

D G

C:\Users\G3ENEBS9\Documents\FY20_PN77728_ISF_Architectural_CENTRAL_G3ENEBS9.rvt

9/3/2019 11:09:06 AM

A-003A

ISF

O R

, W

O U

E, W

C he ck er

U G

NOT FOR CONSTRUCTION - 75% DESIGN

3/32" = 1'-0"A1 OVERALL FIRST FLOOR LIFE SAFETY PLAN - OPTION

08' 8' 16' 24'

OPTION BASE BID

KEY PLAN:

NOT FOR C

ONSTRUCTIO

N - 7 5%

81 SF

ELEVATOR

CIRCULATION

E1.2

214 SF

STAIR 2

CIRCULATION

S2.2

207 SF

SIPR / TR

TELECOM

Occupant Load : 1

489 SF

EXECUTIVE CONFERENCE

ASSEMBLY

Occupant Load : 35

227 SF

STAIR 1

CIRCULATION

S1.2

408 SF

BREAK AREA

ASSEMBLY

Occupant Load : 28

61 SF

CUSTODIAL

STORAGE

Occupant Load : 1

1161 SF

NETWORK OPERATIONS

CENTER (NOC) / NOC

STORAGE

BUSINESS

Occupant Load : 8

523 SF

ELECTRICAL ROOM

MECH / ELEC

Occupant Load : 2

402 SF

OFFICE SUITE

BUSINESS

Occupant Load : 3

117 SF

DEPUTY DIRECTOR

BUSINESS

Occupant Load : 1

158 SF

DIRECTOR

BUSINESS

Occupant Load : 1

68 SF

FILE STORAGE

STORAGE

Occupant Load : 1

34.25

DOOR

.30

STAIRS

34.25

.20

DOOR

TD: 39'-0" < 300'-0"

714 SF

CORRIDOR

CIRCULATION

201 TD: 54'-2" < 300'-0" CP: 88'-2" < 100'-0"

CP: 91'-0" < 100'-0" AED

19 7 6 5 4 3 28

500 SF

DIVISION COMPUTER AND

EQUIPMENT STORAGE

STORAGE

Occupant Load : 1

484 SF

TRAINING AND TESTING

CENTER LAB

TELECOM

Occupant Load : 2

236 SF

MEN

224 SF

WOMEN

1709 SF

OTHER ADMIN /

CONTRACTORS

BUSINESS

Occupant Load : 12

3178 SF

NETWORK AND SWITCH

TECHNICIANS

WORKSPACE

BUSINESS

Occupant Load : 21

112 SF

DIVISION CHIEF OFFICE

BUSINESS

Occupant Load : 1

98 SF

BRANCH CHIEF OFFICE

BUSINESS

Occupant Load : 1

99 SF

BRANCH CHIEF OFFICE

BUSINESS

Occupant Load : 1

68 SF

STORAGE

Occupant Load : 1

97 SF

FILES

STORAGE

Occupant Load : 1

128 SF

NURSING MOTHERS

ROOM

BUSINESS

Occupant Load : 1

624 SF

CORRIDOR

CIRCULATION

189 SF

CORRIDOR

CIRCULATION

.30

STAIRS

TD: 39'-11" < 300'-0"

LONGEST DIAGONAL = 169'-5"

1/3 LONGEST DIAGONAL = 56'-5"

6' -4

9 7 6 5 4 3 2 1

AED

1. SEE SHEET A-002 FOR SUMMARY OF BUILDING CODE AND LIFE SAFETY CODE

ANALYSIS.

2. ENSURE THE CONTINUITY AND MAINTAIN THE PRIORITY OF RATED ASSEMBLIES

AND SMOKE ASSEMBLY THAT ARE INDICATED.

3. PROVIDE THROUGH PENETRATION FIRE STOPPING SYSTEM AT ALL

PENETRATIONS THROUGH RATED PARTITIONS. REFER TO A-601 FOR PARTITION

TYPES. WHERE A PARTITION IS INDICATED TO BE FIRE RATED PROVIDE A

THROUGH PENETRATION FIRESTOPPING SYSTEM CONSTRUCTED IN STRICT

COMPLIANCE WITH THE FIRE TEST DESIGN (TESTED AND COMPATIBLE WITH

LEVEL OF RATING INDICATED) AT ALL PENETRATIONS. IF NO TEST IS

REFERENCED, PROVIDE AN INDUSTRY RECOGNIZED FIRE TEST APPLICABLE TO

THE PARTITION TYPE. SYSTEMS SHALL BE COMPATIBLE WITH PARTITION

CONSTRUCTION. REFER TO DISCIPLINE DRAWINGS FOR PENETRATION

LOCATIONS.

4. PROVIDE CONTINUOUS SEALANT AT TOPS AND BOTTOMS OF ALL SMOKE

PARTITIONS AND AT ALL PENETRATIONS THROUGH SMOKE PARTITIONS

COMPATIBLE WITH THE PARTITION AND ALLOWING FOR STRUCTURAL

MOVEMENT.

5. REFER TO FIRE PROTECTION AND ELECTRICAL DRAWINGS FOR LOCATION OF

FIRE ALARM NOTIFICATION DEVICES, MANUAL FIRE ALARM BOXES, PULL

STATIONS AND EXIT SIGNAGE. SEE FIRE ALARM AND FIRE PROTECTION

DRAWINGS FOR AUTOMATIC SPRINKER.

6. FOR EMERGENCY LIGHTING AND ILLUMINATED EXIT SIGNAGE REFER TO

ELECTRICAL DRAWINGS.

7. RATED PARTITIONS AROUND COLUMNS SHALL MAINTAIN ADJOINING FIRE

RATED ENVELOPE.

8. PROVIDE MARKING AND IDENTIFICATION OF FIREWALLS, FIRE BARRIERS, FIRE

PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS WITH PERMANENTLY

IDENTIFIED SIGNS OR STENCILING. SIGNS / STENCILING SHALL BE LOCATED IN

ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING SPACES AT INTERVALS NOT

EXCEEDING 30'-0" MEASURED HORIZONTALLY ALONG THE PARTITION IN

LETTERS NOT LESS THAN 1/2" HIGH. WHERE NO CONCEALED FLOOR, FLOOR-

CEILING SPACE OCCURS, PLACE SIGN / STENCILING AT UPPERMOST VISIBLE

AREA OF PARTITION.

9. SEE DOOR SCHEDULES FOR LISTING OF FIRE RATED DOORS AND FRAMES

WITH REQUIRED MINIMUM PROTECTION RATING.

10. 1 HOUR RATED FLOOR/CEILING REQUIRED AT ELECTRICAL ROOM, STAIRWELLS

AND AS OTHERWISE NOTED. SEE CEILING PLANS ON A-107, A-107A, A- 109 AND

A-109A.

11. AT STAIR GLAZED WALLS, PROVIDE AUTOMATIC SPRINKLER SYSTEM MEETING

THE SPACING AND ARRANGEMENT CRITERIA IN MANUFACTURER'S

REQUIREMENTS TO MEET UL RATING (1 HOUR) FOR PRODUCT ASSEMBLY.

EGRESS NOTES

FIRST FLOOR AREA: 14,016 SQ FT

BUSINESS (B): TOTAL OCCUPANTS: 4,625 NSF/ 150 OSF = 31 OCCUPANTS (33 MAX)

ASSEMBLY (A-2):TOTAL OCCUPANTS: 627 NSF / 15 OSF = 42 OCCUPANTS (43 MAX)

STORAGE (S-1): TOTAL OCCUPANTS: 1,500 NSF/ 500 OSF = 3 OCCUPANTS (6 MAX)

MECH/ ELEC: TOTAL OCCUPANTS: 1,181 NSF/ 500 OSF = 3 OCCUPANTS (5 MAX)

TELECOM: TOTAL OCCUPANTS: 1,840 NSF/ 300 OSF = 7 OCCUPANTS (9 MAX)

TOTAL OCCUPANTS FIRST FLOOR = 86 OCCUPANTS (96 MAX)

SECOND FLOOR AREA: 14,016 SQ FT

BUSINESS (B): TOTAL OCCUPANTS: 7,265 NSF/ 150 OSF = 49 OCCUPANTS

ASSEMBLY (A-2):TOTAL OCCUPANTS: 938 NSF/ 15 OSF = 63 OCCUPANTS

STORAGE (S-1): TOTAL OCCUPANTS: 811 NSF / 500 OSF = 5 OCCUPANTS

MECH/ ELEC: TOTAL OCCUPANTS: 528 NSF/ 500 OSF = 2 OCCUPANTS

TELECOM: TOTAL OCCUPANTS: 689 NSF / 300 OSF = 4 OCCUPANTS

TOTAL OCCUPANTS SECOND FLOOR = 124 OCCUPANTS

TOTAL OCCUPANTS FOR THIS BUILDING: 210 OCCUPANTS (220 MAX)

FIRST FLOOR EXIT NUMBER AND WIDTH REQUIRED:

MINIMUM 2 EXITS; 86 X 0.2 INCHES = 17.2 INCHES

FIRST FLOOR EXIT NUMBER AND WIDTH PROVIDED:

5 EXITS; 34.25+34.25+34.25+34.25+68.5 INCHES = 205.5 INCHES

SECOND FLOOR EXIT NUMBER AND WIDTH REQUIRED:

MINIMUM 2 EXITS; 124 X 0.2 INCHES = 24.8 INCHES

SECOND FLOOR EXIT NUMBER AND WIDTH PROVIDED:

2 EXITS; 34.25 INCHES EACH = 64.5 INCHES

FLOOR AREA SUMMARY

FIRST FLOOR : 14,202 GSF

SECOND FLOOR: 14,202 GSF

TOTAL BLDG: 28,404 GSF

DD 1391 ALLOWANCE: 54,866 GSF

(ARMY 2012 CALCULATION METHOD)

MECHANICAL AND ELECTRICAL

(500 SQ. FT / PERSON GROSS)

BUSINESS

(150 SQ. FT / PERSON GROSS)

(50 SQ. FT / PERSON GROSS AT LOCKER ROOMS)

STORAGE

(500 SQ. FT / PERSON GROSS)

ASSEMBLY

(15 SQ. FT / PERSON NET) (TABLES AND CHAIRS)

TELECOM

(300 SQ. FT / PERSON GROSS)

MAXIMUM NUMBER OF OCCUPANTS ACCORDING TO OCCUPANCY

(NFPA 101 TABLE 7.3.1.2)

GENERAL NOTES

EXIT / EXIT CAPACITY

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

2 3 4 5 6 7 8 9 10

File Path:

Plot Date:

K D

N U

N T

. D U

D G

C:\Users\G3ENEBS9\Documents\FY20_PN77728_ISF_Architectural_CENTRAL_G3ENEBS9.rvt

9/3/2019 11:09:11 AM

A-004

ISF

, W

O U

E, W

C he ck er

U G

NOT FOR CONSTRUCTION - 75% DESIGN

3/32" = 1'-0"C3 SECOND FLOOR LIFE SAFETY PLAN - BASE BID

08' 8' 16' 24'

OPTION BASE BID

KEY PLAN:

NOT FOR C

ONSTRUCTIO

N - 7 5%

.30

STAIRS

34.25

.20

DOOR

.30

STAIRS

34.25

.20

DOOR

TD: 00'-0" < 300'-0"

CP: 76'-1" < 100'-0"

C P:

-0

'-0

TD:49'-10" < 300'-0"AED

AED

248 SF

STAIR 3

CIRCULATION

AS3.2

627 SF

CONFERENCE /

CLASSROOM A

ASSEMBLY

A228

Occupant Load : 42

264 SF

GENERAL PURPOSE

TEAM ROOM

ASSEMBLY

A239

Occupant Load : 17

1744 SF

IA TECHNICIAN

WORKSPACE

BUSINESS

A231

Occupant Load : 11

95 SF

IA SECURITY PKI ROOM

STORAGE

A234

Occupant Load : 1

281 SF

COMSEC VAULT

STORAGE

A233

Occupant Load : 1

108 SF

DIVISION CHIEF OFFICE

BUSINESS

A237

Occupant Load : 1

93 SF

BRANCH CHIEF OFFICE

BUSINESS

A236

Occupant Load : 1

104 SF

BRANCH CHIEF OFFICE

BUSINESS

A235

Occupant Load : 1

260 SF

GENERAL PURPOSE

TEAM ROOM

ASSEMBLY

A240

Occupant Load : 17

560 SF

CORRIDOR

CIRCULATION

A226

704 SF

CONFERENCE /

CLASSROOM B

ASSEMBLY

A229

Occupant Load : 47

1103 SF

CONTRACTOR AREA

BUSINESS

A238

Occupant Load : 8

566 SF

CONFERENCE/

CLASSROOM C

ASSEMBLY

A230

Occupant Load : 38

305 SF

ACAS SCANNERS

BUSINESS

A232

Occupant Load : 2

436 SF

REPRO / MEDIA WORK

ROOM

BUSINESS

A227

Occupant Load : 2

.30

STAIRS

34.25

.20

DOOR

CP: 74'-10" < 300'-0"

CP: 120'-2" < 300'-0"

TD: 25'-10" < 300'-0"

TD: 54'-2" < 300'-0"

TD: 25'-3" < 300'-0"

14 13 12 11 10 9 7 6 5 4 3 2 1

81 SF

ELEVATOR

CIRCULATION

E1.2

214 SF

STAIR 2

CIRCULATION

S2.2

207 SF

SIPR / TR

TELECOM

Occupant Load : 1

489 SF

EXECUTIVE CONFERENCE

ASSEMBLY

Occupant Load : 35

227 SF

STAIR 1

CIRCULATION

S1.2

408 SF

BREAK AREA

ASSEMBLY

Occupant Load : 28

61 SF

CUSTODIAL

STORAGE

Occupant Load : 1

1161 SF

NETWORK OPERATIONS

CENTER (NOC) / NOC

STORAGE

BUSINESS

Occupant Load : 8

523 SF

ELECTRICAL ROOM

MECH / ELEC

Occupant Load : 2

402 SF

OFFICE SUITE

BUSINESS

Occupant Load : 3

117 SF

DEPUTY DIRECTOR

BUSINESS

Occupant Load : 1

158 SF

DIRECTOR

BUSINESS

Occupant Load : 1

68 SF

FILE STORAGE

STORAGE

Occupant Load : 1

714 SF

CORRIDOR

CIRCULATION

500 SF

DIVISION COMPUTER AND

EQUIPMENT STORAGE

STORAGE

Occupant Load : 1

484 SF

TRAINING AND TESTING

CENTER LAB

TELECOM

Occupant Load : 2

236 SF

MEN

224 SF

WOMEN

1709 SF

OTHER ADMIN /

CONTRACTORS

BUSINESS

Occupant Load : 12

3178 SF

NETWORK AND SWITCH

TECHNICIANS

WORKSPACE

BUSINESS

Occupant Load : 21

112 SF

DIVISION CHIEF OFFICE

BUSINESS

Occupant Load : 1

98 SF

BRANCH CHIEF OFFICE

BUSINESS

Occupant Load : 1

99 SF

BRANCH CHIEF OFFICE

BUSINESS

Occupant Load : 1

68 SF

STORAGE

S…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 28, 2023.