10-W9123617D0001 Final RAS-K_CAL.pdf

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Attached to
Rygge DABS / FEV New Construction
Solicitation number
W912GB26RA013
Issued by

About this file

This document is a final design submission package for a federal construction contract at Rygge Air Station, Norway. The solicitation number is W912GB-19-D-0015, issued October 30, 2026, by the U.S. Army Corps of Engineers Europe District. The project involves construction of ECAOS DABS-FEV/EMEDS storage facilities, with this particular package (RAS-K, Package G-001) focusing on a Secure Entry facility, which is one of nine construction packages for the overall project that includes rolling stock, pallet storage, container storage, fuel vehicle facility, vehicle maintenance, central plant, pump house, and site design work.

The Secure Entry facility is a prefabricated small steel building with a gross area of approximately 11.2 square meters, overall height of 2.3 meters, classified as Business occupancy (IBC Group B) with Type II-B construction. The building contains two spaces: a secure entry area (Room 101) and a restroom (Room 102), with a maximum occupancy of 10 persons and exit capacity of 160 persons. The design includes standing seam metal roof with R-30 minimum insulation, insulated metal wall panels with R-26 minimum, 38-millimeter corrugated steel roof deck, cold-formed steel framing components, concrete foundation with 1.5-meter travel distance to exits, and complete mechanical, electrical, plumbing, telecom, and fire alarm systems. The facility complies with UFC criteria, International Building Code 2015, NFPA 101 Life Safety Code, and Norwegian building standards (TEK 17 and VTEK 17). The design submission package includes architectural, structural, and MEP plans and details across multiple drawing sheets prepared by WSP with design team members K. Olt, R. Misfeldt, J. Drake, and R. Maslyn.

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Text version

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

EU

R O

PE

D

IS

TR

IC

T

D R

A W

N B

Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

D

AT

E

US Army Corps of Engineers ®

M

AR

K D

ES

C

R

IP

TI

O

N

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

P

N

M

L

K

J

H

G

F

E

D

C

B

A

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

CONSTRUCTION

PACKAGE: G-001

RAS-K

C O

VE

R

S H

EE

T

-F O

R

SI

D E

R

YG

G E

AI

R

S

TA

TI

O

N , N

O R

W

AY

W

SP

BE

N

D

IX

R D

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TE

VI

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G

IN

IA

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EA

C

H , V

IR

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IN

IA

K.

O

LT

R . M

IS

FE

LD

T

R . M

AS

LY

N

J.

D

R

AK

E

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TO

BE

R

0, W

2G B-

-D

-0

C O

N

ST

R U

C T

EC

AO

S D

AB

S-

FE

V/

EM

ED

S

ST

O R

AG

E

RYGGE AIR STATION, NORWAY

CONSTRUCT ECAOS DABS-FEV/EMEDS STORAGE

O C

TO

BE

R

0, FI

N

AL

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IG

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W912GB-19-D-0015

OCTOBER 30, 2026

RAS-K / SECURE ENTRY

SEAL - SEGL

INDEX OF DRAWINGS

BLDG ID

SHEET

NUMBER SHEET TITLE

RAS-K G-001 COVER SHEET - FORSIDE

RAS-K GI100 SECURE ENTRY LIFE SAFETY PLAN - KONTROLLERT

INNGANG HELSE- OG SIKKERTSPLAN

RAS-K SB101 SECURE ENTRY FOUNDATION PLAN - KONTROLLERT

INNGANG FUNDAMENTPLANER

RAS-K SB201 SECURE ENTRY ELEVATIONS - KONTROLLERT INNGANG

FASADER

RAS-K SB301 SECURE ENTRY STRUCTURAL DETAILS - KONTROLLERT

INNGANG KONSTRUKSJONSDETALJER

RAS-K SB302 SECURE ENTRY STRUCTURAL DETAILS - KONTROLLERT

INNGANG KONSTRUKSJONSDETALJER

RAS-K SB303 SECURE ENTRY TYPICAL COLD-FORMED STEEL

DETAILS - KONTROLLERT INNGANG KALDFORMET STÅL

DETALJER

RAS-K SB304 SECURE ENTRY TYPICAL COLD-FORMED STEEL

DETAILS - KONTROLLERT INNGANG KALDFORMET STÅL

DETALJER

RAS-K A-101 SECURE ENTRY PLANS AND ELEVATIONS -

KONTROLLERT INNGANG PLANER OG FASADER

RAS-K A-501 SECURE ENTRY DETAILS- KONTROLLERT INNGANG

DETALJER

RAS-K A-502 SECURE ENTRY DETAILS- KONTROLLERT INNGANG

DETALJER

RAS-K FA100 SECURE ENTRY FIRE ALARM PLAN - KONTROLLERT

INNGANG BRANNALARMPLAN

RAS-K P-101 SECURE ENTRY PLUMBING PLAN - KONTROLLERT

INNGANG RØRPLAN

RAS-K M-101 SECURE ENTRY MECHANICAL PIPING PLAN -

KONTROLLERT INNGANG VVS RØRPLAN

RAS-K E-101 SECURE ENTRY ELECTRICAL PLAN - KONTROLLERT

INNGANG ELEKTROPLAN

RAS-K E-601 SECURE ENTRY ELECTRICAL SCHEDULES -

KONTROLLERT INNGANG ELEKTROSKJEMAER

RAS-K EY100 SECURE ENTRY ELECTRONIC SECURITY PLAN -

KONTROLLERT INNGANG ELEKTRO SIKKERTHETSPLAN

RAS-K T-101 SECURE ENTRY TELECOM PLAN - KONTROLLERT

INNGANG TELEKOMMUNIKASJONSPLAN

REFER TO EACH

INDIVIDUAL

PACKAGE FOR

AN INDEX OF

DRAWINGS OF

THAT PACKAGE

LOCATION MAP

VICINITY MAP

AREA MAP

SITE

MOSS AIRPORT RYGGE

SITE

MOSS AIRPORT RYGGE

VANSJØ

BLIKSØYA

RYGGE

FACILITIES CONSTRUCTION PACKAGES

FACILITY ID FACILITY NAME BASE BID ITEM

RAS-GEN GENERAL ~ APPLIES TO ALL PACKAGES - GENERELT ~

GJELDER FOR ALLE TEGNINGSPAKKER

N/A

RAS-SITE SITE DESIGN - OMRÅDEPLANLEGGING / UTOMHUSPLAN 009

RAS-A-B ROLLING STOCK - KJØRETØY 001

RAS-C PALLET STORAGE - PALLELAGER 002

RAS-D CONTAINER STORAGE - CONTAINERLAGER 003

RAS-E FUEL VEHICLE FACILITY - DRIVSTOFFANLEGG KJØRETØY 004

RAS-G VEHICLE MAINTENANCE - VEDLIKEHOLD KJØRETØY 005

RAS-H CENTRAL PLANT - TEKNIKKSENTRAL 006

RAS-K SECURE ENTRY - KONTROLLERT INNGANG 007

RAS-L PUMP HOUSE - PUMPEHUS 008

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

N

10/30/2026 e7pp9cal Strikethrough

AS-K SB302 SECURE ENTRY STRUCTURAL DETAILS - KONTROLLERT

INNGANG KONSTRUKSJONSDETALJER

e7pp9cal Strikethrough

RAS-K SB303 SECURE ENTRY TYPICAL COLD-FORMED STEEL

DETAILS - KONTROLLERT INNGANG KALDFORMET STÅL

DETALJER

RAS-K SB304 SECURE ENTRY TYPICAL COLD-FORMED STEEL

DETAILS - KONTROLLERT INNGANG KALDFORMET STÅL

DETALJER

e7pp9cal Strikethrough

RAS-K A-502 SECURE ENTRY DETAILS- KONTROLLERT INNGANG

DETALJER

RAS-K FA100 SECURE ENTRY FIRE ALARM PLAN - KONTROLLERT

INNGANG BRANNALARMPLAN

RAS-K P-101 SECURE ENTRY PLUMBING PLAN - KONTROLLERT

INNGANG RØRPLAN

RAS-K M-101 SECURE ENTRY MECHANICAL PIPING PLAN -KONTROLLERT

INNGANG VVS RØRPLAN

RAS-K E-101 SECURE ENTRY ELECTRICAL PLAN - KONTROLLERT

INNGANG ELEKTROPLAN

RAS-K E-601 SECURE ENTRY ELECTRICAL SCHEDULES -KONTROLLERT

INNGANG ELEKTROSKJEMAER

RAS-K EY100 SECURE ENTRY ELECTRONIC SECURITY PLAN -KONTROLLERT

INNGANG ELEKTRO SIKKERTHETSPLAN

RAS-K T-101 SECURE ENTRY TELECOM PLAN - KONTROLLERT

INNGANG TELEKOMMUNIKASJONSPLAN

A

B

RESTROOM

EXIT 1

160 1

SECURE ENTRY

EXIT 2

160 0

LIFE SAFETY LEGEND

EXIT

OCCUPANTS

USING EXIT

EXIT

CAPACITY

BUSINESS

OCCUPANCY LEGEND

USACE RYGGE AIR STATION GUARD HOUSE

RYGGE, NORWAY

APPLICABLE CODES AND

REGULATIONS

1. SECURE ENTRY FACILITY

- BUILDING GROSS AREA APPROXIMATE: 11.2 SM

- OVERALL HEIGHT: 2.3 M

2. OCCUPANCY:

IBC:BUSINESS GROUP B, NFPA: BUSINESS

3. TYPE OF CONSTRUCTION: II-B

4. BUILDING AREA IS BASED ON FLOOR PLAN TAKE-OFF.

SECURE ENTRY FACILITY

PROJECT DESCRIPTION

GENERAL BUILDING LIMITATIONS

FIRE PROTECTION SYSTEMS

AUTOMATIC SPRINKLER PROTECTION

• REQUIRED: NO (UFC 3-600-01, 9-7.2.1.3)

• PROVIDED: NO

STANDPIPE SYSTEM

• REQUIRED: NO (UFC 3-600-01, 9-10)

• PROVIDED: NO

FIRE EXTINGUISHERS

• REQUIRED: YES (HOST NATION REQUIREMENTS)

• PROVIDED: YES

SMOKE DETECTION

• REQUIRED: YES (HOST NATION REQUIREMENTS)

• PROVIDED: YES, SPOT TYPE SMOKE DETECTORS ARE PROVIDED

MANUAL PULL STATIONS

• REQUIRED: YES (UFC 3-600-01, 9-18.7.4)

• PROVIDED: YES

AUDIBLE AND VISUAL NOTIFICATION

• REQUIRED: YES (UFC 3-600-01, 9-18)

• PROVIDED: YES, HORN AND STROBES WILL BE PRESENT

MASS NOTIFICATION

• REQUIRED: NO (UFC 4-010-01)

• PROVIDED: NI

FIRE RESISTIVE REQUIREMENTS OF

BUILDING ELEMENTS

ITEM ALLOWED PROVIDED

HEIGHT OF BUILDING

NUMBER OF STORIES

MAX SINGLE FLOOR

AREA

16.764 M 2.3 M

3 1

2,136.7 SM* 11.2 SM

MAIN BEAM 0 HR

SECONDARY BEAMS 0 HR

ALL OTHER BUILDING ELEMENTS 0 HR

PER IBC, TABLE 601

INTERIOR WALL/CEILING FINISHES(IBC, TABLE 803.11)

CORRIDORS AND ENCLOSURES FOR EXIT ACCESS CLASS C

ROOMS AND ENCLOSED SPACES CLASS C

MEANS OF EGRESS

EXIT CAPACITY (NFPA 101, 7.3)

• REQUIRED: 1 PERSONS

• PROVIDED: 160 PERSONS

NUMBER OF EXITS (NFPA 101, 7.4)

• REQUIRED: 1

• PROVIDED: 1

TRAVEL DISTANCE (NFPA 101, 38.2.6)

• ALLOWED: 61 M

• PROVIDED: 1.5 M

TRAVEL DISTANCE (HOST NATION REQUIREMENTS)

• ALLOWED: 45 M

• PROVIDED: 1.5 M

COMMON PATH OF TRAVEL (NFPA 101, 38.2.5)

• ALLOWED: 30 M

• PROVIDED: 1.5 M

DEAD END CORRIDORS (NFPA 101, 38.2.5)

• ALLOWED: 30 M

• PROVIDED: 1.5 M

FIRE SEPARATION DISTANCE BETWEEN

BUILDINGS

REQUIRED: 6.1 M

PROVIDED: 12 M

PER IBC, TABLE 602

1. UFC 1-200-01: GENERAL BUILDING

REQUIREMENTS, 20 JUNE 2016 EDITION

2. UFC 4-440-01 WAREHOUSE AND STORAGE

FACILITIES, CHANGE 1, 1 APRIL 2019 EDITION

3. UFC 3-600-01: FIRE PROTECTION ENGINEERING

FOR FACILITIES, CHANGE 3, 10 MAY 2019

4. INTERNATIONAL BUILDING CODE, 2015 EDITION

5. NFPA 101, LIFE SAFETY CODE, 2018 EDITION

6. TEK 17 (HOST NATION REQUIREMENTS), 27 JUNE

7. VTEK 17 (HOST NATION REQUIREMENTS), 01

JANUARY 2019

LIFE SAFETY GENERAL

COMMENTS

1. EMERGENCY LIGHTING WILL BE PROVIDED IN

ALL OCCUPIED SPACES, IN ACCORDANCE WITH

NFPA 101.

2. IT IS THE CONSTRUCTION CONTRACTOR'S

RESPONSIBILITY TO DEVELOP/COORDINATE

CONSTRUCTION PHASING AND RELATED FIRE

SAFETY PLAN(S) WITH THE USER, OWNER, AHJ,

FIRE DEPARTMENT AND OTHER STAKEHOLDERS

AS PER THE PROJECT'S SUBMITTAL REGISTER

AND CONTRACT REQUIREMENTS.

*DOES NOT INCLUDE FRONTAGE INCREASE

PER IBC, TABLE 506.2

CPT COMMON PATH OF TRAVEL

DE DEAD END

EI FIRE INTEGRITY AND THERMAL INSULATION

FE FIRE EXTINGUISHER

HR HOUR

IBC INTERNATIONAL BUILDING CODE

M METER

MM MILLIMETER

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

SM SQUARE METER

TEK NORWEGIAN BUILDING CODE

TD TRAVEL DISTANCE

VTEK NORWEGIAN GUIDANCE TEXT

UFC UNITED FACILITIES CRITERIA

ABBREVIATIONS

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S E

U R

O P

E D

IS

T

R

IC

T D

R A

W N

B Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

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

P

N

M

L

K

J

H

G

F

E

D

C

B

A

GRAPHIC SCALES -

SKALA

1250 mm

1:25

SCALE

SEAL - SEGL

GI100

RAS-K

S E

C U

R E

E N

T R

Y L

IF

E

S A

F E

T Y

P L A

N

K O

N T

R O

L L E

R T

I N

N G

A N

G H

E L S

E

O G

S

IK

K E

R T

S P

L A

N

R Y

G G

E A

IR

S

T A

T

IO

N N

O R

W A

Y

W S

P B

E N

D

IX

R D

S T

E

V

IR

G

IN

IA

B

E A

C H

V

IR

G

IN

IA

M A

A B

Y

M S

M

IT

H

R M

A S

L Y

N

R M

U L L E

R

O C

T O

B E

R

W G

B -1

-D

-0

C O

N S

T R

U C

T E

D I D

A B

S /F

E V

S T

O R

A G

E

O C

T O

B E

R

F

IN

A L D

E S

IG

N

S U

B M

IS

S

IO

N

PLAN

NORTH

1 : 25G1

SECURE ENTRY LIFE SAFETY PLAN

APPLIES TO THIS SHEET ONLY

KEY NOTES

MARK DESCRIPTION

1 POWDER FIRE EXTINGUISHER.

OCCUPANCY AREA (SM)

OCCUPANT

FACTOR

(SM/PERSON)

OCCUPANT LOAD

(PERSONS)

BUSINESS

TOTAL

11.2 14 1

11.2 1

EXIT NAME WIDTH

(MM)

WIDTH FACTOR

(MM/PERSON)

OCCUPANT CAPACITY

(PERSONS)

EXIT-1 800 5 160

OCCUPANT LOAD CALCULATIONS

OCCUPANT CAPACITY

OCCUPANTS USING

EXIT (PERSONS)

EXIT-1 800 5 160 0

*PER NFPA 101, 42.1.7, THE OCCUPANT LOAD MUST BE DETERMINED ON THE BASIS OF THE MAXIMUM PROBABLE POPULATION OF THE SPACE UNDER CONSIDERATION. NO MORE THAN 10 PERSONS ARE

EXPECTED TO OCCUPY THE BUILDING AT THE SAME TIME. THE NUMBERS PROVIDED IN THE

OCCUPANT CAPACITY TABLES ILLUSTRATE THAT THERE IS ADEQUATE EXIT CAPACITY PROVIDED IN THE BUILDING. THE OCCUPANT LOAD CALCULATIONS DO NOT ACCURATELY PORTRAY THE ACTUAL

NUMBER OF OCCUPANTS EXPECTED IN THE BUILDING.

B

A

150 SOG

SW1

HD 1

HD 1

HD 2HD 2

HD 2

HD 2

SW1

SW1

B

A

B

A

RIDGE BOARD

(2) C200X45X1.5

RAFTERS @ 600MM OC

C150X45X1.5

H10

SB301

TYP

B8

SB301

TYP

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

EU

R O

PE

D

IS

TR

IC

T

D R

A W

N B

Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

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

P

M

M

L

K

J

H

G

F

E

D

C

B

A

SB101

RAS-K

SE

C

U R

E

EN

TR

Y

FO

U

N D

AT

IO

N P

LA

N

KO

N

TR

O

LL

ER

T

IN

N

G

AN

G F

U N

D

AM

EN

TP

LA

N

ER

R

YG

G E

AI

R

S

TA

TI

O

N , N

O R

W

AY

W

SP

BE

N

D

IX

R D

S

TE

VI

R

G

IN

IA

B

EA

C

H , V

IR

G

IN

IA

M . W

IL

D

E

A.

C

AR

TE

R

R . M

AS

LY

N

S.

C

H

IA

N G

O C

TO

BE

R

0, W

2G B-

-D

-0

C O

N

ST

R U

C T

EC

AO

S D

AB

S-

FE

V/

EM

ED

S

ST

O R

AG

E

O C

TO

BE

R

0, FI

N

AL

S

U

BM

IS

SI

O N

0 2500 mm

1:50

SCALE

PLAN

NORTH

GRAPHIC SCALES -

SKALA

SEAL - SEGL

1 : 50

SECURE ENTRY FLOOR SLAB PLAN

1 : 50

SECURE ENTRY FOUNDATION PLAN

PLAN

NORTH

SHEET NOTES - HENVISNINGER

1. THIS PLAN IS A CONCEPTUAL FOUNDATION DESIGN FOR A

PREFABRICATED SMALL STEEL BUILDING. IT IS FOR PRICING

PURPOSE ONLY.

2. COORDINATE WITH PREFAB BUILDING DESIGN DRAWINGS

AND ADJUST FOUNDATION DIMENSIONS ACCORDINGLY.

1 : 50

ROOF FRAMING PLAN

PLAN

NORTH

KEYNOTES - NOTE

MARK DESCRIPTION

1 ROOF DECK IS 38MM CORRUGATED STEEL SHEET, GALVANIZED.

REFER TO "ROOF DECK PANEL SHAPE SECTION PROPERTY

TABLE" ON SHEET S-004 IN PACKAGE RAS-GEN. DECK TYPE

38B1.0, FOR MATERIAL STRENGTH AND SECTION PROPERTIES.

ALSO REFER TO STEEL DECK SECTION OF GENERAL NOTE

S-002 IN PACKAGE RAS-GEN FOR REQUIREMENT OF

ATTACHMENT TO THE STEEL FRAME.

2 C150X45X1.5 OUTRIGGERS AT 400MM OC, TYP - SEE DETAIL

C10/SB301

3 C100X45X1.5 RAFTERS AT 600MM OC AT HIP ROOF, TYP

4 (2)C150X45X1.5 RIDGE BOARD AT HIP ROOF

5 TUBE BEAM VFHUP100X100X5 AT CANOPY, TYP

O C

TO

BE

R

0, FI

N

AL

D

ES

IG

N S

U

BM

IS

SI

O N

TOP OF FOOTING

-1100

FINISH FLOOR

ROOF BEARING

2 TYP

TYP

B1

SB301

TOP OF FOOTING

-1100

BA

FINISH FLOOR

ROOF BEARING

TOP OF FOOTING

-1100

B A

FINISH FLOOR

ROOF BEARING

TYP

TYPG8

SB302

TOP OF FOOTING

-1100

FINISH FLOOR

ROOF BEARING

TYP

TYP

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

EU

R O

PE

D

IS

TR

IC

T

D R

A W

N B

Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

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

P

M

M

L

K

J

H

G

F

E

D

C

B

A

SB201

RAS-K

SE

C

U R

E

EN

TR

Y

EL

EV

AT

IO

N S

-K O

N

TR

O

LL

ER

T

IN

N

G

AN

G F

AS

AD

ER

R

YG

G E

AI

R

S

TA

TI

O

N , N

O R

W

AY

W

SP

BE

N

D

IX

R D

S

TE

VI

R

G

IN

IA

B

EA

C

H , V

IR

G

IN

IA

M . W

IL

D

E

A.

C

AR

TE

R

R . M

AS

LY

N

S.

C

H

IA

N G

O C

TO

BE

R

0, W

2G B-

-D

-0

C O

N

ST

R U

C T

EC

AO

S D

AB

S-

FE

V/

EM

ED

S

ST

O R

AG

E

O C

TO

BE

R

0, FI

N

AL

S

U

BM

IS

SI

O N

1 : 50H2 SOUTH ELEVATION

1 : 50B2 EAST ELEVATION

1 : 50B10 WEST ELEVATION

KEYNOTES - NOTE

MARK DESCRIPTION

1 TUBE COLUMNS VFHUP100X100X5

2 TUBE HEADER AND SILL SHALL BE VFHUP100X100X5 AROUND

OPENINGS - SEE DTL G1/SB302

3 TUBE COLUMN VFHUP200X100X8

4 TUBE BEAM VFHUP150X100X8

1 : 50H9 NORTH ELEVATION

0 2500 mm

1:50

SCALE

GRAPHIC SCALES -

SKALA

SEAL - SEGL

RAS-K

O C

TO

BE

R

0, FI

N

AL

D

ES

IG

N S

U

BM

IS

SI

TOP OF FOOTING

-1100

Ø16 @ 1200 SW

(3)Ø16 LW

Ø16 @ 300 EW

Ø16 @ 300 EW

FINISH FLOOR

CFS TRACK

PER SCHED

METAL STUD

PER SCHED

C100X45X1.5 CEILING

JOIST AT EA RAFTER

RAFTERS PER PLAN TYP

RIDGE BOARD

PER PLAN

CLIP ANGLE W/ (6)

Ø4.2MM SCREWS (TYP)

SLOPESEE ARCH

SLOPE

SEE ARCH

FASTENED RAFTER TO

CEILING JOIST W/ (4)

Ø4.2MM SCREWS (TYP)

CEILING JOIST FASTENED

TO TRACK W/ (2)Ø4.2MM

SCREWS (TYP)

ROOF DECK

PER PLAN

RAFTERS PER PLAN

CLIP ANGLE (1.5MM) W/

(3)Ø4.2MM SCREWS IN

EA MEMBER

SEE ARCH

C150X45X1.5 ATTACHED

TO JOIST W/ (1)Ø4.2MM

SCREWS IN EA FLANGE

STEEL ROOF PER PLAN

FULL DEPTH OUTRIGGERS

PER PLAN, TYP

CFS TRACK PER SCHED AND

OUTRIGGERS FASTENED TO

TRACK W/ (2)Ø4.2MM

SCREWS, TYP

WALL PER SCHED

ROOF BEARING

STEEL ROOF DECK

PER PLAN

C100X45X1.5 CEILING JOIST

AT EA RAFTER FASTENED TO

STEEL BM W/ CLIP ANGLE W/

(2)Ø4.2MM SCREWS

FASTENED RAFTER TO

CEILING JOIST W/ (4)

Ø4.2MM SCREWS (TYP)

STEEL BM

PER PLAN

RIDGE BOARD

PER PLAN

CLIP ANGLE W/ (4)

Ø4.2MM SCREWS (TYP)

Ø13MM BOLTS

TUBE COL PER PLAN

CLADDING PER ARCH

DIAGONAL TUBE

VFHUP100X100X5

TUBE BEAM

PER PLAN

TYP

TY

P

PL 6MM

T.O.S

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

EU

R O

PE

D

IS

TR

IC

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D R

A W

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ES

IG

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B

Y:

SU

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

P

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SB301

RAS-K

SE

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U R

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R

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AL

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A

IL

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KO

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TR

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IN

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AN

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R U

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SD

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AR

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C

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IA

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0, W

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0, FI

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IS

SI

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1 : 10H1 TYPICAL FOUNDATION SECTION 1 : 10H10 TYPICAL RAFTER ELEVATION

1 : 10C10 TYPICAL OUTRIGGERS DETAIL

0 500 mm

1:10

SCALE

GRAPHIC SCALES -

SKALA

SEAL - SEGL

RAS-K

1 : 10B1 ROOF CANOPY SECTION

1 : 10B8 TYPICAL CANOPY STEEL FRAMING

O C

TO

BE

R

0, FI

N

AL

D

ES

IG

N S

U

BM

IS

SI

BF

P

A

A-101 E7

A-101 E12

A-101 A7

A-101 A12

B

A

RESTROOM

SECURE ENTRY

144 3975 1694 144

751 1040 1500

719 775

731 727

L1 A-501

L6 A-501

L12 A-501

1040 1500

A B

A

A

A

A1 A-501

A11 A-501

TYP

L9 A-501

A

B

2580 2580

FF

ROOF RIDGE

A A

7 7

2 2

ROOF BEARING

FF

ROOF RIDGE

A B

7 7

ROOF BEARING

1:41:4

FF

ROOF RIDGE

A A

ROOF BEARING

1:41:4

FF

ROOF RIDGE

AB

A B

7 7

ROOF BEARING

REFLECTED CEILING SYMBOLS LEGEND

600MM X 600MM ACOUSTICAL

CEILING TILES

600MM X 600MM LIGHT FIXTURE

GYPSUM PLASTER CEILING

CEILING HEIGHT

350MM X 350MM EXHAUST FAN

A

B

RIDGE

TYP

R

ID

G E

R

ID

G E

RIDGE

VALLEY

VALLEY

A

B

RESTROOM

SECURE ENTRY

S09

S09

S03

S10

L9 A-501

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

EU

R O

PE

D

IS

TR

IC

T

D R

A W

N B

Y:

D

ES

IG

N

ED

B

Y:

SU

BM

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D B

Y:

SI

ZE

C H

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D B

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AN

SI

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IS

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E D

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E:

C O

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AC

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C

IT

AT

IO

N N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

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

P

N

M

L

K

J

H

G

F

E

D

C

B

A

A-101

RAS-K

SE

C

U R

E

EN

TR

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PL

AN

S

AN

D E

LE

VA

TI

O

N S

KO

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TR

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LL

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N

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AN

G P

LA

N

ER

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G F

A

SA

D

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R

YG

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AI

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N , N

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AY

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N . S

AC

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AN

IA

R . M

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LY

N

R . M

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LY

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0, W

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0, FI

N

AL

D

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IG

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U

BM

IS

SI

O N

0 2500 mm

1:50

SCALE

1 : 50J1 SECURE ENTRY FLOOR PLAN

SHEET NOTES - HENVISNINGER

GRAPHIC SCALES -

SKALA

1. REFER TO A-001, RAS-GEN SHEETS FOR ARCHITECTURAL

GENERAL NOTES AND SYMBOLS LEGEND.

2. REFER TO G-004, RAS-GEN SHEETS FOR GENERAL

ABBREVIATIONS AND SYMBOLS/ MATERIAL LEGENDS

3. REFER TO GEN SET SHEETS AI501 AND AI502, RAS-GEN FOR

SIGNAGE DETAILS ANDADDITIONAL INFORMATION.

4. REFER TO SPEC SECTIONS 10 14 00 AND 10 14 01 FOR

EXTERIOR AND INTERIOR SIGNAGE INFORMATION

APPLIES TO THIS SHEET ONLY

KEY NOTES

MARK KEY NOTES

1 EQUIPMENT. REF MECH

2 STANDING SEAM ROOF EDGE TRIM SYSTEM

3 DOWNSPOUT. REFER TO (RAS-SITE) CIVIL FOR

COLLECTION AND DRAINAGE

4 PREFIN METAL GUTTER

5 INSULATED METAL WALL PANEL

6 STANDING SEAM METAL ROOF

7 CONCRETE SPLASH BLOCK

1 : 50E1 SECURE ENTRY REFLECTED CEILING PLAN

1 : 50A-101

SECURE ENTRY NORTH ELEVATIONE7

1 : 50A-101

SECURE ENTRY WEST ELEVATIONA12

1 : 50A-101

SECURE ENTRY SOUTH ELEVATIONA7

1 : 50A-101

SECURE ENTRY EAST ELEVATIONE12

SEAL - SEGL

PLAN

NORTH

1 : 50A1 SECURE ENTRY ROOF PLAN

1 : 50J8 SECURE ENTRY SIGNAGE PLAN TOILET ACCESSORIES SCHEDULE

MARK DESCRIPTION

1 WASTE RECEPTACLE

2 SURFACE MOUNTED MULTI-ROLL TOILET TISSUE

DISPENSER

3 SURFACE MOUNTED SOAP DISPENSER

4 SURFACE MOUNTED PAPER TOWEL DISPENSER

5 SURFACE MOUNTED SEAT COVER DISPENSER

6 460MM X 760MM STAINLESS STEEL MIRROR

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

10/30/2026

A6 A-501

A B

FF

TOF

-1100

ROOF RIDGE

AB

ROOF BEARING

1:41:4

FF

TOF

-1100

ROOF RIDGE

B

E6 A-501

D11 A-501

A7

AE503

SIM

OPP

HAND

G11 A-501

ROOF BEARING

1:4

B

ROOF BEARING

B

0 38

ROOF BEARING

B

AB

1:41:4

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

EU

R O

PE

D

IS

TR

IC

T

D R

A W

N B

Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

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D B

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AN

SI

D

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SU

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AT

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C O

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AC

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N O

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C

IT

AT

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N N

O

D

AT

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AR

K

D

ES

C R

IP

TI

O N

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

P

N

M

L

K

J

H

G

F

E

D

C

B

A

A-501

RAS-K

SE

C

U R

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EN

TR

Y

D

ET

AI

LS

-K O

N

TR

O

LL

ER

T

IN

N

G

AN

G D

ET

AL

JE

R

R

YG

G E

AI

R

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TA

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O

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O R

W

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W

SP

BE

N

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IX

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EA

C

H , V

IR

G

IN

IA

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O

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N . S

AC

H

AN

IA

R . M

AS

LY

N

J.

D

R

AK

E

O C

TO

BE

R

0, W

2G B-

-D

-0

C O

N

ST

R U

C T

EC

AO

S D

AB

S-

FE

V/

EM

ED

S

ST

O R

AG

E

O C

TO

BE

R

0, FI

N

AL

D

ES

IG

N S

U

BM

IS

SI

O N

0 1000 mm

1:20

SCALE

SHEET NOTES - HENVISNINGER

GRAPHIC SCALES -

SKALA

1. REFER TO A-001, RAS-GEN SHEETS FOR

ARCHITECTURAL GENERAL NOTES AND SYMBOLS

LEGEND.

2. REFER TO G-004, RAS-GEN SHEETS FOR

GENERAL ABBREVIATIONS AND SYMBOLS/ MATERIAL

LEGENDS.

APPLIES TO THIS SHEET ONLY

KEY NOTES

MARK KEY NOTES

1 FOOTING. REF STRL

2 DUCTLESS SPLIT SYSTEM. REF MECH

3 STEEL DOOR AND FRAME

4 STEEL FRAMING. REF STRL

5 EXHAUST FAN. REF MECH

6 STANDING SEAM METAL ROOF

7 ROOF INSULATION SYSTEM (R-30 MIN)

8 STANDING SEAM ROOF CLIP

9 ROOF UNDERLAYMENT

10 38MM THICK PRE-ENGINEERED LUMBER FASCIA

11 DOWNSPOUT

12 INSULATED METAL WALL PANEL FASTENING SYSTEM

13 100MM METAL STUDS @ 400 O.C. (MIN.)

14 100MM THICK INSULATED METAL WALL PANEL (R-26 MIN)

15 AIR BARRIER

16 13MM GLASS MAT GYPSUM ROOF BOARD

17 METAL DECK. REF STRL

18 10MM THICK BENT PLATE. REF STRL

19 EXTEND VAPOR BARRIER ON INSULATED WALL PANEL

20 METAL STUD TOP TRACK

21 50MM X 175MM PRESSURE TREATED WOOD BLOCKING

22 STANDING SEAM ROOF EDGE TRIM SYSTEM

23 PREFIN METAL GUTTER

24 20MM SELF-TAPPING SCREW

25 25MM PLYWOOD FASCIA FULLY WELD

26 6MM STEEL PLATE (ARMOR) SECURED ON METAL STUDS/

STEEL FRAME

27 FULLY WELD

28 OUTRIGGER. REF STRUCT DWG.

29 16MM GWB. PAINTED

30 LIGHT GAUGE STEEL ANGLE CLIP

31 CORNER BEAD

32 CONTINUOUS SEALANT

33 WEEPS

34 METAL TRIM EXTRUSION (BY INSULATED METAL WALL

PANEL MANUFACTURER)

35 PERIMETER SEALANT

36 BULLET RESISTANT WINDOW UNIT

37 6MM STEEL PLATE WELDED TO STEEL FRAMING

38 WINDOW SILL METAL EXTRUSION. (BY INSULATED METAL

WALL PANEL MANUFACTURER)

39 LIGHT GAUGE CLIP ANGLE NAILER

40 30MM X 46MM X 3MM U-CHANNEL WELDED TO STEEL

FRAMING

41 12MM SHIM

42 FLOOR SLAB. REF STRL

43 CONCRETE FOUNDATION WALL. REF STRUCT DWG

44 PAINTED 3MM THICK SHEET METAL SOFFIT

45 PAINTED EXPOSED STEEL CANOPY SUPPORT. REF STRL

46 PAINTED SUSPENDED GYPSUM BOARD CEILING SYSTEM

1 : 50A-101

BUILDING SECTIONL1

1 : 50A-101

BUILDING SECTIONL6

1 : 50A-101

BUILDING SECTIONL12

1 : 20A-101

WALL SECTIONA1

ROOM FINISH SCHEDULE

WT ROOM NAME BASE

WALL FINISH

FLOOR

CEILING

NOTESNORTH EAST SOUTH WEST FINISH CEILING

101 SECURE ENTRY VB DISP-PNT DISP-PNT DISP-PNT DISP-PNT LVT GWB 2450

102 RESTROOM CT DISP-PNT DISP-PNT DISP-PNT DISP-PNT CT GWB 2450

FINISH ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

CT CERAMIC TILE (100MM X 100MM X 6MM THK.)

DISP-PNT DISPERSION PAINT (LATEX PAINT)

GWB GYPSUM WALLBOARD

LVT LUXURY VINYL TILE

VB VINYL BASE

SEAL - SEGL

1 : 10A-501

DETAIL SECTIONE6

1 : 10A-501

WINDOW SILL DETAIL -

VINDU LOSHOLTDETALJD11

1 : 10A-101

WINDOW JAMB DETAIL -

HORISONTALDETALJ VINDUA11

1 : 10A-501

DETAIL SECTIONA6

1 : 10A-501

WINDOW HEAD DETAIL -

TOPPDEALJ VINDUG11

0 2500 mm

1:50

SCALE

0 500 mm

1:10

SCALE

1 : 50A-101

BUILDING SECTIONL9

TOILET ACCESSORIES SCHEDULE

MARK DESCRIPTION

1 WASTE RECEPTACLE

2 SURFACE MOUNTED MULTI-ROLL TOILET TISSUE

DISPENSER

3 SURFACE MOUNTED SOAP DISPENSER

4 SURFACE MOUNTED PAPER TOWEL DISPENSER

5 SURFACE MOUNTED SEAT COVER DISPENSER

6 460MM X 760MM STAINLESS STEEL MIRROR

NOT FOR

CONSTRUCTIO

N

NOT FOR

CONSTRUCTIO

10/30/2026

G-001 - COVER SHEET -FORSIDE
GI100 - SECURE ENTRY LIFE SAFETY PLAN -KONTROLLERT INNGANG HELSE-OG SIKKERTSPLAN
SB101 - SECURE ENTRY FOUNDATION PLAN -KONTROLLERT INNGANG FUNDAMENTPLANER
SB201 - SECURE ENTRY ELEVATIONS -KONTROLLERT INNGANG FASADER
SB301 - SECURE ENTRY STRUCTURAL DETAILS -KONTROLLERT INNGANG KONSTRUKSJONSDETALJER
SB302 - SECURE ENTRY STRUCTURAL DETAILS -KONTROLLERT INNGANG KONSTRUKSJONSDETALJER
SB303 - SECURE ENTRY TYPICAL COLD-FORMED STEEL DETAILS -KONTROLLERT INNGANG KALDFORMET STÅL DETALJER
SB304 - SECURE ENTRY TYPICAL COLD-FORMED STEEL DETAILS -KONTROLLERT INNGANG KALDFORMET STÅL DETALJER
A-101 - SECURE ENTRY PLANS AND ELEVATIONS -KONTROLLERT INNGANG PLANER OG FASADER
A-501 - SECURE ENTRY DETAILS-KONTROLLERT INNGANG DETALJER
A-502 - SECURE ENTRY DETAILS-KONTROLLERT INNGANG DETALJER
FA100 - SECURE ENTRY FIRE ALARM PLAN -KONTROLLERT INNGANG BRANNALARMPLAN
P-101 - SECURE ENTRY PLUMBING PLAN -KONTROLLERT INNGANG RØRPLAN
M-101 - SECURE ENTRY MECHANICAL PIPING PLAN -KONTROLLERT INNGANG VVS RØRPLAN
E-101 - SECURE ENTRY ELECTRICAL PLAN -KONTROLLERT INNGANG ELEKTROPLAN
E-601 - SECURE ENTRY ELECTRICAL SCHEDULES -KONTROLLERT INNGANG ELEKTROSKJEMAER
EY100 - PUMP HOUSE ELECTRONIC SECURITY PLAN -PUMPEHUS ELEKTRONISK SIKKERHET PLAN
T-100 - PUMP HOUSE TELECOM PLAN -PUMPEHUS TELEKOMMUNIKASJONSPLAN

File details come from the government source that posted it. Updated .