VOL 1B_Jordan MSA_Drawings_CDC_FULL 1 Sep 21.pdf

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SEPTEMBER 2020

JR-474515

VOLUME 1B - 2 of 2

JR-474515C - MUNITIONS ADMINISTRATIVE FACILITY

JR-474515D - TACTICAL WEAPONS MAINTENANCE SHOP

JR-474515E - CONVENTIONAL WEAPONS MAINTENANCE SHOP

JR-474515F - ENTRY CONTROL POINT

JR-474515G - BOMB PAD AND CANOPY

JR-474515$ - STANDARD DETAILS

W912ER20R0014

PROFESSIONAL SEALS

LIFE SAFETY

STRUCTURAL

ARCHITECTURE

INTERIORS FIRE ALARM

FIRE PROTECTION

PLUMBING

MECHANICAL

ELECTRICAL

TELECOMMUNICATIONS

THE STAMPS AFFIXED TO THIS COVER SHEET ARE CERTIFYING THE

DRAWINGS CONTAINED WITHIN HAVE BEEN REVIEWED OR PREPARED BY

EACH APPLICABLE ARCHITECTURAL AND ENGINEERING DISCIPLINE.

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MUNITIONS ADMINISTRATIVE FACILITY

JR-474515C

UD 2.4 - MUNITIONS STORAGE AREA

JORDAN

PROFESSIONAL SEALS

LIFE SAFETY

STRUCTURAL

ARCHITECTURE

INTERIORS FIRE ALARM

FIRE PROTECTION

PLUMBING

MECHANICAL

ELECTRICAL

TELECOMMUNICATIONS

THE STAMPS AFFIXED TO THIS COVER SHEET ARE CERTIFYING THE

DRAWINGS CONTAINED WITHIN HAVE BEEN REVIEWED OR PREPARED BY

EACH APPLICABLE ARCHITECTURAL AND ENGINEERING DISCIPLINE.

9/11/20 9/11/20

09/11/2020

9/11/2020

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GRAPHIC SCALE

1:100

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GENERAL SHEET NOTES

SHEET KEYNOTES

1 : 100A1

FOUNDATION/SLAB PLAN

1 SLAB JOINT CJ1, CJ2 OR CJ3, SEE SHEET SS503 FOR

DETAILS.

2 ISOLATION JOINT AT SLAB PERIMETER AND COLUMN PIERS,

SEE SHEET SS503.

3 CONCRETE STEM WALL AND FOOTING, TYPICAL AT

BUILDING PERIMETER AND AS NOTED. SEE SHEET SS506

FOR DETAILS.

4 SLAB TURNDOWN ON TO STEM WALL, TYPICAL AT EXTERIOR

DOORS. SEE ARCH FOR DOOR LOCATIONS, SEE SS506 FOR

DETAIL.

5 SLAB DEPRESSION FOR WALK OFF MAT. SEE INTERIORS

DRAWINGS FOR LOCATIONS. SEE D4/SS503 FOR DETAIL.

6 PORTAL FRAME LOCATION.

7 BRACED FRAME LOCATION.

8 BATHROOM FLOOR DRAIN, T/SLAB EL @ FLOOR DRAIN =

99.99m. SEE ARCH'L FOR SLOPE REQUIREMENTS.

9 MECH ROOM FLOOR DRAIN, T/SLAB EL @ FLOOR DRAIN =

100.0m, NO SLOPE.

A. FOR GENERAL NOTES AND DESIGN CRITERIA, SEE SHEETS

SS001 AND SS002.

B. "FX" INDICATES CONCRETE FOOTING. SEE SHEET SS501 FOR

FOOTING SCHEDULE AND DETAILS.

C. "PX" INDICATES CONCRETE PIER. SEE SHEET SS502 FOR

DETAILS.

D. INDICATES WALL FOOTING STEP. SEE DETAIL A6/SS503.

T/SLAB EL = 100.0m T/PIER EL = 100.0m T/FTG EL = 99.4m (UNO)

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NFPA 13, SECTION 8.16.4.6.1

UFC 3-600-01, CHAPTER 9

O. BACKFLOW PREVENTION AND TESTING SPRINKLER PROTECTION IS NOT REQUIRED FOR THIS BUILDING. OTHER

BUILDINGS ON THE SITE AS WELL AS THE PROVISION OF HYDRANTS

WILL REQUIRE THE PROVISION OF A FIRE PUMP, WATER STORAGE TANK

AND HYDRANTS.

UFC 3-600-01, CHAPTER 9-4, NFPA 22

N. WATER STORAGE TANK REQUIREMENTS

SPRINKLER SYSTEM NOT REQUIRED FOR THIS FACILITY HOWEVER A

WATER STORAGE TANK AND FIRE PUMP BUILDING IS BEING PROVIDED

FOR 2 OTHER FACILITIES ON SITE AND FOR HYDRANT PROTECTION OF

THE SITE.

UFC 3-600-01, CHAPTER 9

NFPA 291 SPRINKLER SYSTEM NOT REQUIRED FOR THIS FACILITY.

M. AVAILABLE WATER SUPPLY TESTING

UFC 3-600-01, APPENDIX B

UFC 3-600-01, CHAPTER 9...

L. FIRE PROTECTION SYSTEMS SPRINKLER SYSTEM IS NOT REQUIRED PER UFC 3-600-01 9-7.2.1.1 AS

BUILDING IS OF TYPE IIB CONSTRUCTION AND LESS THAN 1393 SM

(15,000 SF) IN AREA

NFPA 101, CHAPTER 28, BUSINESS OCCUPANCIES, 8.6 NOT REQUIRED FOR PROJECT

K. ENCLOSURE PROTECTION

IBC TABLE 602 IBC - NOT REQUIRED (GREATER THAN 9M (30 FEET) SEPARATION FROM

OTHER BUILDINGS)

J. FIRE RESISTIVE REQUIREMENTS, EXTERIOR WALLS

ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0-HR

FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0-HR

NON-BEARING WALLS (INTERIOR AND EXTERIOR): 0-HR

BEARING WALLS (INTERIOR): 0-HR

PRIMARY STRUCTURE: 0-HR

IBC TABLE 601 TYPE II-B CONSTRUCTION:

I. FIRE RESISTIVE REQUIREMENTS

NFPA 90A, SECTION 5.3.4 SHAFTS

NFPA 80

NFPA 101, SECTIONS 8.3 THROUGH 8.6 NOT REQUIRED AS THERE ARE NO FIRE-RATED PARTITIONS IN THIS

BUILDING.

H. OPENING PROTECTIVES AND THRU PENETRATIONS

NFPA 13, NFPA 20 and NFPA 70

NFPA 101, SECTION 8.6 VERTICAL OPENINGS, 8.6.5

NFPA 101, SECTION 7.1.3.2.1 NOT REQUIRED FOR PROJECT BUILDING IS SINGLE STORY

G. VERTICAL ENCLOSURES, CONTINUITY AND PROTECTION

ACTUAL NUMBER OF STORIES: 1

ALLOWABLE NUMBER OF STORIES: 3

ACTUAL: 8.5 M (28 FEET)

ALLOWABLE, NON-SPRINKLERED: 16.8 M (55 FEET) ABOVE GRADE

PLANE,

IBC - BUSINESS (B)

ACTUAL NUMBER OF STORIES: 1

ALLOWABLE NUMBER OF STORIES: 2

ACTUAL: 6.7 M (22 FEET)

ALLOWABLE, NON-SPRINKLERED: 16.8 M (55 FEET) ABOVE GRADE

PLANE,

HEIGHT, IBC TABLE 504.3;NO. OF STORIES IBC TABLE 504.4

IBC - FACTORY (F-1)

F. HEIGHT LIMITS

ACTUAL - BUSINESS (B): 385.48 SM (4149.27 SF)

ALLOWABLE AREA, IBC SECTION 506.2.3, EQUATION 5-5 ALLOWABLE BUSINESS (B): 2136.8 SM (23,000 SF)

FRONTAGE INCREASE, IBC SECTION 506.3.3, EQUATION

5-5 NOT REQUIRED

ACTUAL FACTORY (F-1): 300.8 SM (3237.78 SF)

ALLOWABLE AREA , IBC TABLE 506.2 ALLOWABLE FACTORY (F-1): 1440 SM (15,500 SF)

IBC SECTION 503, 506, 507

E. AREA LIMITATIONS / MODIFICATIONS AREA DETERMINATION - ALLOWABLE AREA

IBC CHAPTER 6, TABLE 601

D. CONSTRUCTION TYPE

IBC - TYPE II-B, NON-COMBUSTIBLE, NON-SPRINKLERED. SPRINKLER

PROTECTION IS NOT REQUIRED AS BUILDING IS UNDER 1393 SM (15000

SF)

IBC TABLE 509

C. INCIDENTAL USES

ELECTRICAL ROOM, MECHANICAL ROOM, STORAGE ROOM

1,626 SM + 8,547 SM

300.8 SM + 385.48 SM = .229 < 1 THEREFORE AREA IS...

F-1 B

IBC TABLE 508.4 TOTAL AREA: 686.28 SM (7,387.09 SF)

IBC SECTION 508.3 ALL OTHER SPACES INCIDENTAL OR ACCESSORY.

IBC SECTION 508.2

NO SEPARATION BETWEEN INDUSTRIAL (F-1) AND BUSINESS (B)

REQUIRED PER IBC.

B. MIXED USE AND OCCUPANCY SEPARATIONS MIXED USE - NON-SEPARATED

IBC CHAPTER 3, SECTION 307.5

A. USE AND OCCUPANCY CLASSIFICATION IBC: BUSINESS (B) & INDUSTRIAL / FACTORY (F-1)

2 BUILDING CODE REFERENCES REQUIREMENTS

V. NFPA 400, 2019: HAZARDOUS MATERIAL CODE

U. NFPA 291, 2019: RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS

T. NFPA 101, 2018: LIFE SAFETY CODE

S. NFPA 90A, 2018: STANDARD INSTALLATION OF AIR CONDITIONING & VENTILATION SYSTEMS

R. NFPA 80, 2019: STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

Q. NFPA 72, 2019: NATIONAL FIRE ALARM AND SIGNALING CODE

P. NFPA 70, 2017: NATIONAL ELECTRICAL CODE (NEC)

O. NFPA 55, 2016: COMPRESSED GASES AND CRYOGENIC FLUIDS

N. NFPA 30, 2018: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE

M. NFPA 22, 2018: STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION

L. NFPA 20, 2019: STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION

K. NFPA 14, 2019: STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS

J. NFPA 13, 2019: STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS

I. NFPA 10, 2018: STANDARD FOR PORTABLE FIRE EXTINGUISHERS

H. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 1, 2018: FIRE CODE

G. INTERNATIONAL BUILDING CODE (IBC), 2015

F. UFC 4-010-01: CHANGE 1, OCTOBER 2013: DoD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS

D. UFC 4-440-01, CHANGE 1, 01 APRIL 2019, WAREHOUSES AND STORAGE FACILITIES

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

B. UFC 3-600-01, CHANGE 3, 10 MAY 2019: FIRE PROTECTION ENGINEERING FOR FACILITIES

A. UNIFIED FACILITIES CRITERIA (UFC) 1-200-01, 01 NOVEMBER 2018: DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS)

1 PROJECT APPLIED CODES & STANDARDS:

REVISED: 12 DECEMBER 2019, BY BRUCE V PEABODY P.E.

JORDAN MSA - MUNITIONS ADMINISTRATION FACILITY (MAFA)

NFPA 90A: 4.3.10.2, 5.3.5.1

P. SMOKE AND FIRE DAMPERS

SMOKE DAMPERS ARE NOT REQUIRED AS THERE ARE NO FIRE-RATED

PARTITIONS IN THIS BUILDING.

NFPA 90A: PARAGRAPHS 5.3.1, 5.4.1 & 5.4.2

O. FIRE DAMPERS

FIRE DAMPERS ARE NOT REQUIRED AS THERE ARE NO FIRE-RATED

PARTITIONS IN THIS BUILDING.

N. PORTABLE FIRE EXTINGUISHERS

NFPA 101:, PARAGRAPH 9.7.4

NFPA 10

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS (FE) ARE

REQUIRED PER UFC 3-600-01.

THE FMCP WILL HAVE BATTERY BACK-UP FOR 48 HOURS AND ALARM

PERIOD OF 15 MINUTES OR 60 MINUTES OF MNS, WHICHEVER RESULTS

IN THE LARGEST BATTERIES.

PHOTOELECTRIC SMOKE DETECTORS WILL BE PROVIDED AT NEW

COMBINATION FMCP PANEL AND NAC POWER SUPPLY LOCATIONS.

PHOTOELECTRIC DUCT SMOKE DETECTORS WILL BE PROVIDED ON

INLET AND SUPPLY SIDE OF AIR HANDLING UNITS OVER 944 L/sec (2,000

CFM). PHOTOELECTRIC DUCT SMOKE DETECTORS WILL BE PROVIDED

AT EACH STORY PRIOR TO THE CONNECTION TO A COMMON RETURN

AND PRIOR TO ANY RECIRCULATION OF FRESH AIR INLET CONNECTION

IN RETURN AIR SYSTEMS HAVING A CAPACITY GREATER THAN 7080

L/sec (15,000 ft3/min)

WEATHER-PROOF EXTERIOR SPEAKERS WILL BE PROVIDED AT EGRESS

POINTS FROM THE BUILDING.

COMBINATION SPEAKER/STROBES WILL BE USED TO NOTIFY

OCCUPANTS. ADDITIONAL SPEAKERS WILL BE PLACED ON THE WALLS

OR CEILING TO MEET INTELLIGIBILITY REQUIREMENTS.

WEATHER-PROOF EXTERIOR SPEAKERS WILL BE PROVIDED AT EGRESS

POINTS FROM THE BUILDING.

MANUAL PULL STATIONS WILL BE PROVIDED WITHIN 1.5 M (5 FEET) OF

EGRESS POINTS AND SPACED SO THAT TRAVEL DISTANCE TO A

MANUAL PULL STATION IS NO MORE THAT 62M ( 200 FEET).

UFC 3-600-01, CHAPTER 9

NFPA 101: 9.6 & CHAPTERS 12-42

FIRE ALARM AND DETECTION AND A MASS NOTIFICATION SYSTEM

(MNS) IS REQUIRED.

M. FIRE DETECTION, ALARM AND COMMUNICATIONS

UFC 3-600-01, CHAPTER 15

L. ROOF CLASS: ROOF: MINIMUM FM CLASS I OR UL LISTED AS FIRE-CLASSIFIED

OTHER - A, B, OR C

EXIT ACCESS CORRIDORS - A, B, OR C

EXITS - CLASS A OR B

BUSINESS (B):

OTHERS - A, B, OR C

EXIT ACCESS CORRIDORS - A, B, OR C

EXITS - CLASS A OR B

NFPA 101, Table A.10.2.2 FACTORY (F-1):

UFC 3-600-01, CHAPTER 8 INSULATION: FLAME SPREAD RATING NOT HIGHER THAN 75, SMOKE

DEVELOPED INDEX NOT HIGHER THAN 150

K. INTERIOR FINISH REQUIREMENTS FLOOR FINISHES AT EXIT ENCLOSURES: CLASS I OR II

NFPA 101, SECTION 7.10

J. MARKING OF MEANS OF EGRESS EGRESS MARKING WILL CONSIST OF INTERNALLY ILLUMINATED EXIT

SIGNS AT EGRESS POINTS AND WITHIN 31 M (100 FEET) OF VIEW IN

EITHER DIRECTION ALONG THE PATH OF EGRESS. POWER SOURCE

WILL BE INTERNAL BATTERIES.

NFPA 101, SECTION 7.9

I. EMERGENCY LIGHTING 1-FOOT CANDLE MEASURED AT THE FLOOR OF THE EGRESS WALKING

SURFACE WILL BE PROVIDED. . ILLUMINATION SHALL BE CONTINUOUS

DURING OCCUPANCY. THE POWER SOURCE WILL BE BATTERY

BACK-UP.

NFPA 101, SECTION 7.8

H. ILLUMINATION OF MEANS OF EGRESS

1-FOOT CANDLE OF ILLUMINATION ALONG THE PATH OF EGRESS FOR

1.5 HOURS.

DEAD END LIMIT: 6.1 METERS (20 FEET)

COMMON PATH LIMIT: 23 METERS (75 FEET)

TRAVEL DISTANCE: 61 METERS (200 FEET)

BUSINESS (B):

DEAD END LIMIT: 15M (50 FEET)

NFPA 101, CHAPTERS 12, 38, AND 43 COMMON PATH LIMIT: 15M (50 FEET)

NFPA 101, SECTION 7.6 TRAVEL DISTANCE: 61 METERS (200 FEET)

G. TRAVEL DISTANCE TO EXITS FACTORY (F-1):

NFPA 101, SECTION 7.5

F. ARRANGEMENT OF MEANS OF EGRESS

REQUIRED EXITS ARE LOCATED AT A DISTANCE FROM ONE ANOTHER

THAT IS NOT LESS THAN 1/2 THE LENGTH OF THE OVERALL DIAGONAL

DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

NFPA 101, CHAPTER 38

NFPA 101, SECTION 7.4, 38.2.4.1

E. NUMBER OF MEANS OF EGRESS TWO SEPARATE ACCESSIBLE EXITS PER LEVEL ARE REQUIRED. 7 ARE

PROVIDED.

NFPA 101, SECTION 7.2.1.2.3.2

LEVEL COMPONENTS AND RAMPS (INCLUDES DOORS AND CORRIDORS):

0.51 CM (0.20 INCHES) / PERSON, MINIMUM 81.2 CM (32-INCH DOORS).

NFPA 101, SECTION 7.3.1.1.2

WHERE MORE THAN ONE MEANS IS REQUIRED, IT SHALL BE OF SUCH

WIDTH AND CAPACITY THAT THE LOSS OF ONE MEANS OF EGRESS

LEAVES AVAILABLE NOT LESS THAN 50 PERCENT OF THE REQUIRED

CAPACITY.

NFPA 101, TABLE 7.3.3.1

D. MEANS OF EGRESS CAPACITY MINIMUM WIDTH OF SINGLE DOORS IS REQUIRED TO BE 82 CM (32

INCHES) AND AT LEAST ONE LEAF IN PAIRS OF DOORS WILL BE 82 CM

(32 INCHES). ALL DOORS WILL BE 92 CM (36 INCHES).

TOTAL ACTUAL OCCUPANCY = 12

CALCULATED OCCUPANCY = 61

TOTAL GROUND FLOOR CALCULATED OCCUPANCY = 61

BUSINESS OCCUPANCY: 388.61 SM (4182.96 SF) / 14 SM (150 SF) PER = 28

NFPA 101, SECTION 7.3.1.2 FACTORY OCCUPANCY: 303 SM (3261.5 SF) / 9.3 SM (100 SF) PER = 33

C. OCCUPANCY

NFPA 101, TABLE 7.3.1.2 & A7.3.1.2 BUSINESS (B) = 14 SM (150 SF)/OCCUPANT

B. OCCUPANT LOAD FACTORS: FACTORY (F-1) = 9.3 SM (100 SF)/OCCUPANT

NFPA 101, SECTION 6.1.14.1.3

NFPA 101, CHAPTER 6

A. CLASSIFICATION OF OCCUPANCY FACTORY (F-1) AND BUSINESS (B) OCCUPANCIES

3 LIFE SAFETY REQUIREMENTS:

UFC 3-600-01, CHAPTER 9

NFPA 20

P. FIRE PUMPS SPRINKLER SYSTEM NOT REQUIRED FOR THIS FACILITY

BUILDING WILL BE PROVIDED WITH A MASS NOTIFICATION SYSTEM

(MNS) COMBINED WITH THE NEW FIRE ALARM SYSTEM. MNS WILL

SHARE FIRE ALARM CLEAR STROBES MARKED WITH "ALERT" AND

UTILIZE THE FIRE ALARM SPEAKERS. ADDITIONAL CEILING SPEAKERS

WILL BE PROVIDED AS REQUIRED TO MEET INTELLIGIBILITY

REQUIREMENTS. THERE WILL BE LOCAL OPERATING CONSOLES (LOC)

WITHIN 61M (200 FOOT) TRAVEL DISTANCE FROM ANYWHERE IN THE

BUILDING. EXTERIOR WEATHER-PROOF SPEAKERS WILL BE PROVIDED

AT EACH EGRESS POINT FROM THE BUILDING. THE EMERGENCY AIR

SHUT-OFF BUTTON IS PART OF THE LOC AND PROGRAMMED TO

SHUT-DOWN ALL AHU'S WITH OUTDOOR AIR. TEXT SIGNS WILL BE

PROVIDED AT EGRESS POINTS FROM THE FACILITY. TEXT AND AUDIO...

U. MASS NOTIFICATION

UFC 4-021-01

BUILDINGS ROUTINELY OCCUPIED BY 11 OR MORE DOD PERSONNEL

AND WITH A POPULATION DENSITY OF GREATER THAN ONE PERSON

PER 430 GROSS SQUARE FEET (40 GROSS SM).

T. FIRE HYDRANT INSTALLATION

UFC 3-600-01; CHAPTER 9-3

FIRE HYDRANTS ARE REQUIRED AROUND THE NEW FACILITY SUCH

THAT A 107M (350 FOOT) HOSE ATTACHED TO THE FIRE HYDRANTS

PROVIDES COMPLETE COVERAGE OF THE FACILITY EXTERIOR TAKING

INTO ACCOUNT OBSTACLES SUCH AS LANDSCAPING, FENCES, ETC.

FIRE HYDRANTS WILL NOT BE SPACED MORE THAN 183M (600 FEET)

APART. A NEW FIRE HYDRANT WILL BE PROVIDED WITHIN 45m

(150-FEET) OF THE FIRE DEPARTMENT CONNECTION.

S. FIRE DEPARTMENT VEHICLE ACCESS

UFC 3-600-01: CHAPTER 9-1

NFPA 1: 3.5

FIRE DEPARTMENT ACCESS IS PROVIDED AROUND FOUR SIDES OF THE

NEW BUILDING AND ALL WEATHER ACCESS IS PROVIDED TO WITHIN 10M

(33 FEET) OF AN ENTRANCE DOOR WITH ACCESS TO THE ENTIRE

BUILDING INTERIOR.

IBC SECTION 1011.12

UFC 3-600-01, CHAPTER 10-4

R. ROOF ACCESS BUILDING IS UNDER FOUR STORIES, THEREFORE ROOF ACCESS FOR

FIRE FIGHTING IS NOT REQUIRED.

Q. DUCT SMOKE DETECTORS

NFPA 90A, 6.4

DUCT SMOKE DETECTORS WILL BE PHOTOELECTRIC TYPE INSTALLED

ON THE INLET OF EACH UNIT AND DOWNSTREAM OF AIR FILTERS AND

AHEAD OF ANY BRANCH CONNECTIONS IN AIR SUPPLY SYSTEMS

HAVING A CAPACITY GREATER THAN 57 CUBIC METERS/MINUTE (2,000

CFM). DETECTORS WILL ALSO BE INSTALLED ON THE INLET SIDE OF

EACH UNIT.

W

E R

R

2 3 4 5

B

D

C

VEST

STOR.

OPS.

ADMIN.

STOR.

OPS.

ADMIN.

STOR.

CREW

CHIEF

FLT. CHIEF

& OFFICER

CONF. RM.

VEST.

BREAK

ROOM

SUPPLIES

MUNITIONS

CONTROL

OFFICE

MECH/COMPR.

MEN

WOMEN

JAN

STOR.

CTRL. OFF.

CORR.

COMM.

SUPPLIES

BAY1

ELEC.

BAY 2

E2

E4

E3

E1

TD = 14326 E3

TD = 16459 E4

F E

C

FEC

F E

C

FEC

TD = 24079 E1

TD = 12802 E1

TD = 31699 E2

T D

E

1.8

M.

CHANGE

W.

CHANGE

W. SHWR

M. SHWR

NON - RATED PARTITION

EGRESS PATH EGRESS PATH (CIRCLE TO EXIT)

INDICATING EXIT AND LENGTH

FEC FIRE EXTINGUISHER CABINET

INDICATES COMMON PATH OF

TRAVEL (CPT)

S M

GRAPHIC SCALE

PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

A

D

US Army Corps of Engineers ®

SHEET ID

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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CONTRACT DOCUMENTS COMPLETE (CDC)

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-1

1 : 100C1

LIFE SAFETY PLAN

GENERAL SHEET NOTES

LEGEND

EGRESS DISTANCE PER NFPA 101

FROM ROOM OR AREA EXIT NUMBER

ACTUAL

EGRESS

TRAVEL DIST.

ACTUAL

CPT

DISTANCE

NFPA 101

OCC.

GROUP SPRINKLERED

ALLOWABLE

EGRESS

TRAVEL

DIST.

ALLOWABLE

CPT DIST.

CONFERENCE ROOM E1 12802 9201 B No 60960 22860

MUNITIONS CONTROL OFFICE E2 24079 14900 B No 60960 22860

BAY 2 E3 14326 0 F-1 No 91440 15000

BAY 2 E4 16459 0 F-1 No 91440 15000

A1

A-201

C5

A-201

F1

A-201

C1

A-201

CPT = COMMON PATH OF TRAVEL

A. SEE SHEET A-001 ANALYSIS FOR LIFE SAFETY CODE

REVIEW.

B. SEE REFLECTED CEILING PLAN FOR EXIT SIGN

LOCATIONS.

W

E R

R

C5

A-201

F1

A-201

2 3 4 5

350 7400 7700 7400 350 15600 200

B

D

7400 15800 15800

39000

4131 4000 3200 3200 3200 1600 2600 1079 15610

VEST

STOR.

OPS.

ADMIN.

STOR.

OPS.

ADMIN.

STOR.

CREW

CHIEF

FLT. CHIEF

& OFFICER

CONF. RM.

VEST.

BREAK

ROOM

SUPPLIES

MUNITIONS

CONTROL

OFFICE

MECH/COMPR.

MEN

WOMEN

JAN

STOR.

CTRL. OFF.

CORR.

COMM.

SUPPLIES

BAY1

C

ELEC.

TYP.1

TYP.2

4800 4600 250 5770

M .O

M

.O

17500

M.O.

1000 800

M.O.

3000 10200

M.O.

1000 4800

M.O.

1900 2900

M.O.

1000 800

M.O.

3000 4800

M.O.

3000 2400

M .O

BAY 2

D1

A-301

C1

A-311

A1

A-201

FEC

FEC

FEC

FEC

M .O

M .O

M .O

4800 4600

A4

A-310

A7

A-310

A1

A-401

120E119A

107A 111B

111A

103104

120A

120B

101B

A

120C

121B

107B

119B

F4

SA501

F1

A-301

1.8

E3

A-402

W.

CHANGE

M.

CHANGE

W. SHWR

M. SHWR

125 126

TYP.7

T

Y P

C1

A-201

120D

C4

A-311

C7

A-311

300 1000 M.O.

A

FEC

E6

A-402

A6

A-402

2 G 3 - -4 B 2 - -

2 G 3 - -

3 D 1 - - 2 G 3 - -

4 B 2 - -

4 B 2 - -

2 G 3 - -

3 D 1 - C 3 D 2 A C

3 D 2 - C

3 D 2 - C

3 D 2 - C

3 D 2 A C

3 D 2 A C 3 D 1 A3 D 1 A

3 D 1 - -

3 D 2 A C

3 D 2 - A

4 B 2 - -

4 B 2 - -

SIM.

A6

SA550

F8

SA552

A1

A-310

CJ

CJ

CJ

CJCJCJCJ

CJ

CJ

CJ

CJCJ CJ

3 D 2 A C

4 D 1 - B

2 G 3 - -

3 D 2 A C

2 G 3 - -

3 D 1 A C3 D 1 A C

CMU WITH Z-

FURRING &

INSULATION

BOLLARD

FEC SURFACE MOUNTED FIRE

EXTINGUISHER CABINET

SEMI-RECESSED FIRE

EXTINGUISHER CABINET

METAL STUD

FRAMING

CMU WITH METAL

STUD FURRING

FEC

A. ALL DIMENSIONS TO MASONRY/ROUGH OPENINGS ARE

NOMINAL. CONTRACTOR SHALL COORDINATE

MASONRY/ROUGH OPENINGS WITH DOOR AND WINDOW

FRAME DIMENSIONS.

B. UNDIMENSIONED DOORS & FRAMES IN METAL STUD WALLS

SHALL BE LOCATED 100MM IN METAL STUD WALLS AND

200MM IN MASONRY WALLS FROM HINGE SIDE OF DOOR

OPENING TO ADJACENT PERPENDICULAR WALL.

C. ALL INTERIOR PARTITIONS SHALL BE TYPE 3, COLUMN

ENCLOSURES SHALL BE TYPE 4, AND EXTEND 150MM ABOVE

CEILING HEIGHT, UNLESS NOTED OTHERWISE. PROVIDE

BRACING TO STRUCTURE ABOVE, SEE STANDARD DETAILS

FOR PARTITON BRACING.

D. EXTERIOR CMU DIMENSIONS ARE TO THE FACE OF

MASONRY UNIT OR FACE OF METAL STUD; CONTINUOUS

RIGID INSULATION AND STUCCO FINISH SHALL BE APPLIED

AT EXTERIOR FACE OF CMU AND 16MM GYPSUM BOARD TO

FACE OF STUDS. SEE WALL SECTIONS.

E. ALL DIMENSIONS ARE TO THE FACE OF MASONRY UNIT AND

FACE OF METAL STUD UNLESS INDICATED OTHERWISE.

F. ALL OUTSIDE CORNERS WITHIN CORRIDORS SHALL HAVE

CORNER GUARDS, SEE SHEET SA601.

G. CONTROL JOINT (CJ) LOCATIONS ARE INDICATED ON

EXTERIOR ELEVATIONS.

S M

GRAPHIC SCALE

PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

A

D

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

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IN

E

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A N

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2 3 4 5 6 7 8 9 10

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File Path:

Plot Date:

M A

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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GENERAL SHEET NOTES

SHEET KEYNOTES

1 COILING OVERHEAD DOOR, SEE DOOR SCHEDULE

2 STEEL BOLLARD, FILLED W/ CONCRETE

3 PREFINISHED DOWNSPOUT

4 WALK-OFF MAT SEE STANDARD DETAILS SHEET SA550.

5 ALUMINUM ENTRANCE CANOPY

6 HOLLOW METAL DOOR & FRAME

7 PEMB COLUMN

8 PASS THROUGH WINDOW

9 WATER COOLER, BY OTHERS.

10 305MM W X 305MM D X 1830MM H LOCKERS

1 : 100A1

GROUND FLOOR PLAN - OVERALL

Area Schedule (Gross Building)

Name

1391 AREA

(MAXIMUM)

Area Metric

(ACTUAL)

Area Imperial

(ACTUAL)

GROUND FLOOR 883.00 m² 686.28 m² 7387.09 SF

LEGEND

A1

A-201

C5

A-201

F1

A-201

C1

A-201

W

E R

R

J

J

J J

A

2 3 4 5

B

D

C

VEST

STOR.

OPS.

ADMIN.

STOR.

OPS.

ADMIN.

STOR.

CREW

CHIEF

FLT. CHIEF

& OFFICER

CONF. RM.

VEST.

BREAK

ROOM

SUPPLIES

MUNITIONS

CONTROL

OFFICE

MECH/COMPR.

MEN

WOMEN

JAN

STOR.

CTRL. OFF.

CORR.

COMM.

SUPPLIES

BAY1

ELEC.

BAY 2

1.8

W. SHWR

W.

CHANGE

M. SHWR

ALIGN

ALIGN

RSRS

EXHAUST GRILLE

RETURN AIR GRILLE

SUPPLY REGISTER

RECESSED CAN DOWNLIGHT

600mm x 600mm FLOURESCENT LIGHT

GWB CEILING ACT CEILING DESCRIPTION

300mm x 1200mm FLOURESCENT LIGHT

WALL MOUNTED EXIT SIGN

CEILING OR PENDANT MOUNTED EXIT SIGN

(SHADED AREA INDICATES ILLUMINUATED

FACE OF EXIT SIGN AND ARROW INDICATES

DIRECTIONAL ARROW)

WALL MOUNTED MECHANICAL UNIT

BUILDING MOUNTED WALLPACK

DESIGNATED EMERGENCY FIXTURE

RECESSED SLOT LINEAR FIXTURE

DESIGNATED EMERGENCY FIXTURE

CEILING MOUNTED HEAT PUMP

RS

A. ALL CEILING HEIGHTS ARE 2743MM A.F.F., U.N.O.

B. SEE ELECTRICAL, MECHANICAL, AND FIRE ALARM

DRAWINGS FOR ADDITIONAL INFORMATION.

S M

GRAPHIC SCALE

PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

A

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US Army Corps of Engineers ®

SHEET ID

U S

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M Y

C O

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Plot Date:

M A

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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IN

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CONTRACT DOCUMENTS COMPLETE (CDC)

M

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1 : 100A1

REFLECTED CEILING PLAN

GENERAL SHEET NOTES

CEILING LEGEND

SHEET KEYNOTES

1 METAL CANOPY WITH TIE BACK, BY PEMB MFR.

2 STUCCO SOFFIT

3 CONTINUOUS SOFFIT VENT

4 GYPSUM BOARD BULKHEAD, SEE STANDARD DETAILS ON

SA550.

W

E R

R

C5

A-201

A1

A-201

2 3 4 5

B

D

C

D1

A-301

HIP ROOF PITCH: 3:12

A4

A-310

A7

A-310

F1

A-201

7 7

F1

A-301

1.8

P

IT

C H

P

IT

C H

P

IT

C H

P

IT

C H

C1

A-201

C4

A-311

C7

A-311

A1

SA552

A1

SA552

PITCH 3 :12 PITCH 3 :12

A1

A-310

TYP.8

S M

GRAPHIC SCALE

PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

A

D

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

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IN

E

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S

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File Path:

Plot Date:

M A

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D E

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

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N

S A

D M

IN

IS

T R

A T

IV

E

F A

C

IL

IT

Y

R O

O F

P L A

N

A

S H

A N

N O

N

K

W H

IT

E

M P

O W

E L L

M P

R A

T T

CONTRACT DOCUMENTS COMPLETE (CDC)

M

ID

D L E

E A

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IS

T R

IC

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P .O

B

O X

W

IN

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T E

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-1

1 : 100A1

ROOF PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

1 ROOF TYPE 1 - INSULATED METAL ROOF PANEL WITH

STANDING SEAM (R-40 MIN)

2 RIDGE CAP

3 PREFINISHED GUTTER

4 ROOF TYPE 2 - INSULATED METAL ROOF PANEL WITH

STANDING SEAM (R-20 MIN)

5 METAL CANOPY WITH TIE BACK, BY PEMB MFR.

6 ROOF HIP

7 PREFINISHED DOWNSPOUT

8 LIGHTNING PROTECTION AIR TERMINALS

GENERAL SHEET NOTES

SHEET KEYNOTES

1 ROOF TYPE 1 - INSULATED METAL ROOF PANEL WITH

STANDING SEAM (R-40 MIN)

2 RIDGE CAP

3 PREFINISHED GUTTER

4 ROOF TYPE 2 - INSULATED METAL ROOF PANEL WITH

STANDING SEAM (R-20 MIN)

5 METAL CANOPY WITH TIE BACK, BY PEMB MFR.

6 ROOF HIP

7 PREFINISHED DOWNSPOUT

8 LIGHTNING PROTECTION AIR TERMINALS

A1

A-201

C5

A-201

F1

A-201

C1

A-201

W

E R

R

A B DC

TYP.4

9 103

T.O. CMU

GROUND FLOOR

105.3

EAVE HEIGHT

F1

A-301

TYP. 19

TYP. 6

TYP.7

A1

A-310

CJCJCJCJ

123456

TYP.5

TYP.7

TYP.4

TYP.8

TYP.9

(1:12)

D1

A-301

C1

A-311

A4

A-310

A7

A-310

105.3

EAVE HEIGHT

EAVE HEIGHT

T.O. CMU

GROUND FLOOR

(1:12)

1212 12

1.8

TYP.14

TYP. 15

TYP. 7

TYP.20

CJCJCJCJCJ

1 2 3 4 5 6

2TYP.3 TYP.4

TYP.5

TYP. 5

TYP.11

D1

A-301

A4

A-310

A7

A-310

T.O. CMU

GROUND FLOOR

105.3

EAVE HEIGHT

EAVE HEIGHT

1.8

TYP.5

TYP.15

TYP.7

TYP. 209 CJ CJ CJ CJ CJ

TYP. 21

ABD C

F1

A-301

T.O. CMU

EAVE HEIGHT

105.3

EAVE HEIGHT

EAVE HEIGHT7

TYP. 5

17 1212 10 18

TYP.4

TYP.8 TYP.19

GROUND FLOOR

A1

A-310

CJ CJ CJCJ

A. ALL DIMENSIONS IN MILLIMETERS AND ALL ELEVATIONS IN

METERS UNLESS NOTED OTHERWISE.

B. CONTROL JOINT (CJ) LOCATIONS ARE INDICATED ON

EXTERIOR ELEVATIONS.

S M

GRAPHIC SCALE

PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

A

D

US Army Corps of Engineers ®

SHEET ID

U S

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M Y

C O

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File Path:

Plot Date:

M A

R K

D E

S C

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IP

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

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A-201

U D

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S E

P T

E M

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U N

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N S

S T

O R

A G

E A

R E

A

J R

-4

C

J R

-4

C -A

-2

E L

M U

N

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S A

D M

IN

IS

T R

A T

IV

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F A

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IL

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E L E

V A

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M P

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CONTRACT DOCUMENTS COMPLETE (CDC)

M

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T E

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GENERAL SHEET NOTES

SHEET KEYNOTES

1 ROOF TYPE 1 - INSULATED METAL ROOF PANEL WITH

STANDING SEAM (R-40 MIN)

2 COILING OVERHEAD DOOR, SEE DOOR SCHEDULE

3 HOLLOW METAL DOOR & FRAME

4 STEEL BOLLARD, FILLED W/ CONCRETE

5 PREFINISHED DOWNSPOUT

6 ROOF TYPE 2 - INSULATED METAL ROOF PANEL WITH

STANDING SEAM (R-20 MIN)

7 PREFINISHED GUTTER

8 METAL CANOPY WITH TIE BACK, BY PEMB MFR.

9 200MM CMU WALL - 3M HIGH W/ RIGID INSULATION AND

COLORED STUCCO FINISH

10 HOLLOW METAL DOOR AND FRAME

11 WALL TYPE 1, INSULATED METAL WALL PANELS (R-20 MIN)

12 MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS

13 ALUMINUM ENTRANCE CANOPY

14 LIGHTNING ROD, SEE ELECTRICAL DRAWINGS

15 PEMB RAKE TRIM

16 ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS

17 STEEL PASS THRU WINDOW, SEE WINDOW SCHEDULE

18 ALUMINUM FRAMED WINDOW W/ INSULATED GLASS, SEE

FLOOR PLAN

19 CANOPY COLUMN WITH COLORED STUCCO FINISH, BEYOND

20 LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS

21 MECHANICAL LOUVER

1 : 100A-110

C5 BUILDING ELEVATION

1 : 100A-110

F1 BUILDING ELEVATION

1 : 100A-110

A1 BUILDING ELEVATION

F1

A-201

C5

A-201

A1

A-201

C1

A-201

1 : 100A-110

C1 BUILDING ELEVATION

W

E R

R

MG

TYP.1

PTD/WR

SD

MG

762 762 25 FILLER

A1

SA521

150 MIN.

TYP.5

7 1

SD

MG

PTD

WR

2 25 FILLER 762 762

A1

SA521

MG

150 MIN.

TYP.3

ROBE HOOKS

SHOWER BASE

CURTAIN AND ROD

TILE WALL FINISH

SHOWER HEAD

SHOWER CONTROL VALVE

SHOWER BASE

CURTAIN AND ROD

SHOWER HEAD

SHOWER CONTROL VALVE

SHOWER BASE

CURTAIN AND ROD

A7

SA521

A4

SA521

25 750 750

25 750 750

S M

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

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

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E D

B Y

S

IZ

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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

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A

T

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

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P M

A-210

U D

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S E

P T

E M

B E

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M

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IT

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N S

S T

O R

A G

E A

R E

A

J R

-4

C

J R

-4

C -A

-2

E L

M U

N

IT

IO

N

S A

D M

IN

IS

T R

A T

IV

E

F A

C

IL

IT

Y

IN

T

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R

E L E

V A

T

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A

S H

A N

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M P

R A

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CONTRACT DOCUMENTS COMPLETE (CDC)

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GENERAL SHEET NOTES

SHEET KEYNOTES

1 PLUMBING FIXTURE, SEE PLUMBING DRAWINGS

2 HOLLOW METAL DOOR AND FRAME

3 305MM W X 457MM D X 914MM H LOCKERS

4 SOLID PHENOLIC TOILET PARTITIONS

5 PLASTIC LAMINATED VANITY / UNDER-MOUNT LAVS

6 PLASTIC LAMINATE CASEWORK - BASE & UPPER CABINETS

7 PORCELAIN WALL TILE, SEE INTERIORS DRAWINGS

8 SOLID POLYMER PANEL, SEE INTERIORS DRAWINGS

TOILET ACCESSORY SCHEDULE

GB - GRAB BAR

MG - MIRRORS, GLASS

MH - MOP HOOK

PTD - PAPER TOWEL DISPENSER

SND - SANITARY NAPKIN DISPOSER

SD - SOAP DISPENSER

TSCD - TOILET SEAT COVER DISPENSER

TTDJ - TOILET TISSUE DISPENSER, JUMBO

WR - WASTE RECEPTACLE

RH - ROBE HOOK

CR - CURTAIN AND ROD

FD - FLOOR DRAIN

1 : 50A-401

F1 WOMEN'S TOILET ELEVATION

1 : 50A-401

F4 MEN'S TOILET ELEVATION

1 : 50A-401

F7 MEN'S CHANGING RM. ELEV.

1 : 50A-401

D1 MEN'S CHANGING RM. ELEV.

1 : 50A-401

D3 SHOWER RM. ELEVATION

1 : 50A-401

D5 SHOWER RM. ELEVATION

1 : 50A-401

D7 SHOWER RM. ELEVATION

1 : 50A-402

B1 ELEVATION BREAK ROOM

NOTE: WOMEN'S SIMILAR, OPP. HAND

W

E R

R

STOR.

CREW

CHIEF

CORR.

MUNITIONS

CONTROL

OFFICE

SUPPLIES

TYP.3

TYP.4

TYP.5

TYP.6

T.O. CMU

GROUND FLOOR

EAVE HEIGHT

F1

A-301

105.3

EAVE HEIGHT

C1

A-311

7 13

TYP.14

D1

A-301

BAY 2

BAY1

MEN

JAN

WOMEN

STOR.

CTRL. OFF.

CORR.

VEST.

105.3

EAVE HEIGHT

T.O. CMU

GROUND FLOOR

TYP.14

TYP.3

C4

A-311 C7

A-311

A1

A-310

OPP. HAND

OPP.

HAND

S M

GRAPHIC SCALE

1:100

10m2m 8m6m4m0m

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

N G

IN

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File Path:

Plot Date:

M A

R K

D E

S C

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IP

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IO

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

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CONTRACT DOCUMENTS COMPLETE (CDC)

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-1

GENERAL SHEET NOTES

SHEET KEYNOTES

1 200MM CMU WALL - 3M HIGH W/ RIGID INSULATION AND

COLORED STUCCO FINISH

2 WALL TYPE 1, INSULATED METAL WALL PANELS (R-20 MIN)

3 HOLLOW METAL DOOR AND FRAME

4 PREFINISHED GUTTER

5 STEEL BOLLARD, FILLED W/ CONCRETE

6 SUSPENDED ACOUSTICAL CEILING SYSTEM AT 2743MM

A.F.F. UNLESS NOTED OTHERWISE.

7 PEMB STRUCTURE

8 COILING OVERHEAD DOOR, SEE DOOR SCHEDULE

9 METAL CANOPY WITH TIE BACK, BY PEMB MFR.

10 MECHANICAL EQUIPMENT, SEE MECHANICAL DRAWINGS

11 CANOPY COLUMN WITH COLORED STUCCO FINISH, BEYOND

12 ROOF TYPE 2 - INSULATED METAL ROOF PANEL WITH

STANDING SEAM (R-20 MIN)

13 RIDGE CAP

14 METAL STUDS AND GYPSUM WALL BOARD

15 ROOF TYPE 1 - INSULATED METAL ROOF PANEL WITH

STANDING SEAM (R-40 MIN)

16 PREFINISHED DOWNSPOUT

1 : 100A-110

D1 BUILDING SECTION

1 : 100A-110

F1 BUILDING SECTION

W

E R

R

TYPICAL WALL CONSTRUCTION AT

METAL PANEL:

• INSULATED METAL WALL PANEL,

(R-20 MIN)

• GIRTS (BY PEMB)

METAL FLASHING

WITH DRIP EDGE

REINFORCED CONCRETE

SLAB EDGE TURN DOWN -

SEE STRUCTURAL DWG

REINFORCED CONCRETE

SLAB - SEE STRUCTURAL

DWG

SLAB EDGE DEPRESSION AT

OVERHEAD DOOR AND EMBEDDED

METAL EDGE ANGLE

PAVING

STEEL BEAM (BY PEMB)

STEEL FRAME (BY PEMB)

STEEL GIRT (BY PEMB)

TYPICAL ROOF CONSTRUCTION:

• ROOF TYPE 2: INSULATED METAL

ROOF PANEL WITH STANDING SEAM

(R-20 MIN)

• STEEL PURLINS (BY PEMB)

COILING OVERHEAD DOOR

F4

SA540

A7

SA540

A7

SA530

T.O. CMU

GROUND FLOOR

RAKE TRIM

A

REINFORCED CONCRETE

SLAB EDGE TURN DOWN -

SEE STRUCTURAL DWG

TYPICAL WALL CONSTRUCTION AT METAL PANEL:

• INSULATED METAL WALL PANEL (R-20 MIN)

• GIRTS (BY PEMB)

TYPICAL WALL CONSTRUCTION AT

CMU / STUCCO:

• STUCCO FINISH SYSTEM WITH

WIRE LATH

• DRAINAGE MAT

• AIR BARRIER

• Z-FURRING AT 406.4MM O.C.

(VERTICAL) WITH RIGID

INSULATION

• 200MM NOMINAL CMU

METAL GUTTER WITH

DOWNSPOUT

TYPICAL ROOF CONSTRUCTION:

• ROOF TYPE 1: INSULATED METAL ROOF

PANEL WITH STANDING SEAM (R-40 MIN)

• STEEL PURLINS (BY PEMB)

STEEL FRAME BEYOND

(BY PEMB)

GRADE LINE

REINFORCED CONCRETE

SLAB - SEE STRUCTURAL DWG

A1

SA520

T.O. CMU

GROUND FLOOR

HOLLOW METAL

DOOR AND FRAME

METAL STUD FURRING

WITH GYPSUM

WALLBOARD

CONCRETE ENTRANCE

SLAB, SEE CIVIL DWG

A1

A-501

A7

A-501

TYPICAL WALL CONSTRUCTION AT

CMU / STUCCO:

• STUCCO FINISH SYSTEM WITH

WIRE LATH

• DRAINAGE MAT

• AIR BARRIER

• Z-FURRING AT 406.4MM O.C.

(VERTICAL) WITH RIGID

INSULATION

• 200MM NOMINAL CMU

REINFORCED CONCRETE

SLAB EDGE TURN DOWN -

SEE STRUCTURAL DWG

HOLLOW METAL

DOOR AND FRAME

METAL STUD FURRING

WITH GYPSUM

WALLBOARD

METAL CANOPY WITH

TIE BACK (BY PEMB)

T.O. CMU

GROUND FLOOR

TYPICAL ROOF CONSTRUCTION:

• ROOF TYPE 1: INSULATED METAL

ROOF PANEL WITH STANDING SEAM

(R-40 MIN)

• STEEL PURLINS (BY PEMB)

STEEL FRAME (BY PEMB)

REINFORCED CONCRETE

SLAB - SEE STRUCTURAL

DWG

A1

SA552

S M

GRAPHIC SCALE

1:25

2.5m0.5m 2m1.5m1m0m

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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F

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File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

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A

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C

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S A

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T R

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CONTRACT DOCUMENTS COMPLETE (CDC)

M

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1 : 25A-110

A4 WALL SECTION

1 : 25A-110

A7 WALL SECTION

1 : 25A-110

A1 WALL SECTION

W

E R

R

TYPICAL WALL CONSTRUCTION

AT METAL PANEL:

• INSULATED METAL WALL

PANEL (R-20 MIN)

• GIRTS (BY PEMB)

TYPICAL WALL CONSTRUCTION AT CMU /

STUCCO:

• STUCCO FINISH SYSTEM WITH

WIRE LATH

• DRAINAGE MAT

• AIR BARRIER

• Z-FURRING AT 406.4MM O.C.

(VERTICAL) WITH RIGID

INSULATION

• 200MM NOMINAL CMU

TYPICAL ROOF CONSTRUCTION:

• ROOF TYPE 1: INSULATED METAL

ROOF PANEL WITH STANDING SEAM

(R-40 MIN)

• STEEL PURLINS (BY PEMB)

REINFORCED CONCRETE

STEM WALL AND

FOOTING - SEE

STRUCTURAL DWG

REINFORCED CONCRETE

SLAB - SEE STRUCTURAL DWG

C7

SA530

E1

SA520

A1

SA520

SUSPENDED ACOUSTIC

CEILING SYSTEM

GROUND FLOOR

EAVE HEIGHT

T.O. CMU

4 5

PREFINISHED METAL GUTTER

TYPICAL ROOF CONSTRUCTION:

• ROOF TYPE 2: INSULATED METAL

ROOF PANEL WITH STANDING SEAM

(R-20 MIN)

• STEEL PURLINS (BY PEMB)

GROUND FLOOR

T.O. CMU

TYPICAL ROOF CONSTRUCTION:

• ROOF TYPE 1: INSULATED METAL

ROOF PANEL WITH STANDING SEAM

(R-40 MIN)

• STEEL PURLINS (BY PEMB)

TYPICAL WALL CONSTRUCTION

AT METAL PANEL:

• INSULATED METAL WALL

PANEL (R-20 MIN)

• GIRTS (BY PEMB)

STEEL FRAME (BY PEMB)

SUSPENDED ACOUSTIC

CEILING SYSTEM

REINFORCED CONCRETE

STEM WALL AND

FOOTING - SEE

STRUCTURAL DWG

REINFORCED CONCRETE

SLAB - SEE STRUCTURAL DWG

21.8

GROUND FLOOR

T.O. CMU

SUSPENDED ACOUSTIC

CEILING SYSTEM

METAL STUD AND

GYPSUM WALL BOARD

BULKHEAD

TYPICAL ROOF CONSTRUCTION:

• ROOF TYPE 1: INSULATED METAL

ROOF PANEL WITH STANDING SEAM

(R-40 MIN)

• STEEL PURLINS (BY PEMB)

TYPICAL WALL CONSTRUCTION

AT METAL PANEL:

• INSULATED METAL WALL

PANEL (R-20 MIN)

• GIRTS (BY PEMB)

RAKE TRIM

REINFORCED CONCRETE

SLAB - SEE STRUCTURAL DWG

STEEL FRAME (BY PEMB)

S M

GRAPHIC SCALE

1:25

2.5m0.5m 2m1.5m1m0m

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

F

IL

E N

A M

E

J O

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/1

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:1

:3

P M

A-311

U D

.4

S E

P T

E M

B E

R

M

U N

IT

IO

N S

S T

O R

A G

E A

R E

A

J R

-4

C

J R

-4

C -A

-3

S E

M U

N

IT

IO

N

S A

D M

IN

IS

T R

A T

IV

E

F A

C

IL

IT

Y

W A

L L S

E C

T

IO

N S

A

S H

A N

N O

N

K

W H

IT

E

M P

O W

E L L

M P

R A

T T

CONTRACT DOCUMENTS COMPLETE (CDC)

M

ID

D L E

E A

S T

D

IS

T R

IC

T

P .O

B

O X

W

IN

C H

E S

T E

R

V A

-1

1 : 25A-110

C1 WALL SECTION

1 : 25A-110

C4 WALL SECTION

1 : 25A-110

C7 WALL SECTION

W

E R

R

4 5

B

C

2996 2960

E Q

E

Q

2173 1654 2069

2870 395 2595

TTDJ

TSCD

PTD/WR

126125

MEN

WOMEN

TYP.2

A-210 F1

JAN

A-210

D3

A-210D5

A-210

F7

A-210F4

E Q

E

Q E

Q E

Q

SD

MG

SD

MG

TYP.

T

Y P

D7

D1

TTDJ

TSCDE

Q

E Q

E Q

E Q

RHRH

TTDJ

TSCD

TTDJ

TSCD

CRCR

MG

MG

PTD/WR

3 D 1 - B

3 D 2 - B 3 D 1 - B

3 D 2 - -

4 D 2

3 D 1 - B

3 D 1 - B

3 D 2 - -

3 D 1 A B 3 D 1 A B

3 D 2 - -

4 B 2 - -

4 B 2 - - 2 G 3 - -

3 D 1 - B

FD FD

SND

SND

4 D 1 - B

4 D 1 - B

3 D 1 - B

3 D 2 - -

2 G 3 - -

3 D 2 - B

A. SEE SA-601 FOR STANDARD MOUNTING HEIGHT

INFORMATION.

S M

GRAPHIC SCALE

PLAN NORTH

DIM. NOTE & NORTH

1:25

2.5m0.5m 2m1.5m1m0m

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

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

F

IL

E N

A M

E

J O

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C:\_Revit_Local_Models\2018\JR-474515C-DM-A-MAFA_ME064860.rvt

9/11/2020 8:17:34 PM

/1

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:1

:3

P M

A-401

U D

.4

S E

P T

E M

B E

R

M

U N

IT

IO

N S

S T

O R

A G

E A

R E

A

J R

-4

C

J R

-4

C -A

-4

L S

M U

N

IT

IO

N

S A

D M

IN

IS

T R

A T

IV

E

F A

C

IL

IT

Y

E N

L A

R G

E D

P L A

N S

A

S H

A N

N O

N

K

W H

IT

E

M P

O W

E L L

M P

R A

T T

CONTRACT DOCUMENTS COMPLETE (CDC)

M

ID

D L E

E A

S T

D

IS

T R

IC

T

P .O

B

O X

W

IN

C H

E S

T E

R

V A

-1

GENERAL SHEET NOTES

SHEET KEYNOTES

1 PLUMBING FIXTURE, SEE PLUMBING DRAWINGS

2 305MM W X 457MM D X 914MM H LOCKERS

3 SOLID SURFACE COUNTERTOP WITH FAUCET & SINK

4 MOP SINK W/ WALL MOUNTED FAUCET

5 FLOOR DRAIN, ELEVATION AT -10MM. SEE PLUMBING

DRAWINGS

1 : 25A-110

A1 ENLARGED PLAN

TOILET ACCESSORY SCHEDULE

GB - GRAB BAR

MG - MIRRORS, GLASS

MH - MOP HOOK

PTD - PAPER TOWEL DISPENSER

SND - SANITARY NAPKIN DISPOSER

SD - SOAP DISPENSER

TSCD - TOILET SEAT COVER DISPENSER

TTDJ - TOILET TISSUE DISPENSER, JUMBO

WR - WASTE RECEPTACLE

RH - ROBE HOOK

CR - CURTAIN AND ROD

FD - FLOOR DRAIN

W

E R

R

F4

SA501

320 1936 50

M .O

A1

A-310

3 D 2 - A

3 D 1 A C

3 D 2 - A

4 B 2 - -

4 B 2 - -

3 D 1 A C

C

1.8

A-210 B1

D1

SA501

3 D 2 - A

3 D 2 - A

4 B 2 - -

2 G 3 - -

4 B 2 - -

4 B 2 - -

4 D 2

4 D 2

4 D 2

A

4 5

A7

A-310

50 1370 50 3444 350

400 300

(M.O.)

1000 300 400

F7

SA501

3 D 2 - A

1370 3494

3 D 2 A C 3 D 1 A

4 B 2 - -

A. SEE SA-601 FOR STANDARD MOUNTING HEIGHT

INFORMATION.

S M

GRAPHIC SCALE

PLAN NORTH

DIM. NOTE & NORTH

1:25

2.5m0.5m 2m1.5m1m0m

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

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

F

IL

E N

A M

E

J O

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C:\_Revit_Local_Models\2018\JR-474515C-DM-A-MAFA_ME064860.rvt

9/11/2020 8:17:37 PM

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:1

:3

P M

A-402

U D

.4

S E

P T

E M

B E

R

M

U N

IT

IO

N S

S T

O R

A G

E A

R E

A

J R

-4

C

J R

-4

C -A

-4

L S

M U

N

IT

IO

N

S A

D M

IN

IS

T R

A T

IV

E

F A

C

IL

IT

Y

E N

L A

R G

E D

P L A

N S

A

S H

A N

N O

N

K

W H

IT

E

M P

O W

E L L

M P

R A

T T

CONTRACT DOCUMENTS COMPLETE (CDC)

M

ID

D L E

E A

S T

D

IS

T R

IC

T

P .O

B

O X

W

IN

C H

E S

T E

R

V A

-1

1 : 25A-110

E3 ENLARGED PLAN

1 : 25A-110

E6 ENLARGED PLAN

1 : 25A-110

A6 ENLARGED PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

1 WALK-OFF MAT SEE STANDARD DETAILS SHEET SA550.

2 REFRIGERATOR, BY OTHERS.

W

E R

R

CONCEALED ROOF PANEL

ATTACHMENT CLIP

DRIP FLASHING

INSULATED METAL

ROOF PANEL

SHEET METAL GUTTER BY

PEMB MANUFACTURER

WALL CONSTRUCTION:

• STUCCO FINISH SYSTEM

• DRAINAGE MAT

• WEATHER BARRIER

• METAL STUD FRAMING

(BY PEMB)

STANDING SEAM BEYOND

DRIP EDGE

STEEL BEAM (BY PEMB)

FINSHED PIER BEYOND 50

A L

IG

N

A L

IG

N

102.6

B.O. BULKHEAD FRAMING

A

CONCEALED ROOF PANEL

ATTACHMENT CLIP

DRIP FLASHING

CONCEALED WALL PANEL

ATTACHMENT CLIP

SHEET METAL

GUTTER BY PEMB

DRIP EDGE

INSULATED METAL

ROOF PANEL

INSULATED METAL

WALL PANEL

CONTINUOUS BOTTOM

CLOSURE STRIP

FLASHING (TO MATCH

ROOF PANEL)

METAL CLOSURE

STANDING SEAM

BEYOND

CONCEALED

FASTENER

INSULATED METAL ROOF

PANEL

STANDING SEAM BEYOND

METAL ROOF

RAFTERS (BY PEMB)

STEEL BEAM

BEYOND (BY PEMB)

METAL CEILING

JOISTS (BY PEMB)

SOFFIT CONSTRUCTION:

• STUCCO FINISH SYSTEM

• WEATHER BARRIER

• EXTERIOR GYPSUM SHEATHING

CONTINUOUS METAL VENT WITH BUG

SCREEN AT PERIMETER OF SOFFIT

TYPICAL WALL CONSTRUCTION

WITH STUCCO FINISH SYSTEM

B.O. SOFFIT FRAMING

S M

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

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

F

IL

E N

A M

E

J O

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:1

:4

P M

A-501

U D

.4

S E

P T

E M

B E

R

M

U N

IT

IO

N S

S T

O R

A G

E A

R E

A

J R

-4

C

J R

-4

C -A

-5

L S

M U

N

IT

IO

N

S A

D M

IN

IS

T R

A T

IV

E

F A

C

IL

IT

Y

P L A

N

S E

C T

IO

N

D E

T A

IL

S

A

S H

A N

N O

N

K

W H

IT

E

M P

O W

E L L

M P

R A

T T

CONTRACT DOCUMENTS COMPLETE (CDC)

M

ID

D L E

E A

S T

D

IS

T R

IC

T

P .O

B

O X

W

IN

C H

E S

T E

R

V A

-1

1 : 5A-310

A1 SECTION DETAIL

1 : 5A-310

A7 SECTION DETAIL

W

E R

R

FLUSH

F/F

DOUBLE FLUSH

OHC

OVERHEAD COILING DOOR

S E

E S

C H

E D

U L E

SCHED

SEE

S E

E S

C H

E D

U L E

SCHEDULE

SEE

M

A X

H

O O

D H

E

IG

H T

VERIFY SIZE OF COIL HOOD & MOTOR

D

SINGLE

50 50

S E

E S

C H

E D

U L E

E

SINGLE

E/E

DOUBLE

S E

E S

C H

E D

U L E

S E

E S

C H

E D

U L E

INTERIOR FRAMES EXTERIOR FRAMES

SCHED

SEE 50 50

SCHED

SEE 50 50 SEE SCHEDULE 50

S M

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

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

R

IP

T

IO

N

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

F

IL

E N

A M

E

J O

R D

A N

C:\_Revit_Local_Models\2018\JR-474515C-DM-A-MAFA_ME064860.rvt

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/1

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:1

:4

P M

A-601

U D

.4

S E

P T

E M

B E

R

M

U N

IT

IO

N S

S T

O R

A G

E A

R E

A

J R

-4

C

J R

-4

C -A

-6

S C

M U

N

IT

IO

N

S A

D M

IN

IS

T R

A T

IV

E

F A

C

IL

IT

Y

D O

O R

S C

H E

D U

L E

S

A

S H

A N

N O

N

M E

R R

A Z

O

M P

O W

E L L

M P

R A

T T

CONTRACT DOCUMENTS COMPLETE (CDC)

M

ID

D L E

E A

S T

D

IS

T R

IC

T

P .O

B

O X

W

IN

C H

E S

T E

R

V A

-1

DOOR SCHEDULE

DOOR

NUMBER

DOOR FRAME

FIRE

RATING

STC

RATING

REMARKSSIZE

TYPE MATERIAL FINISH GLAZING

HARDWARE

SET NO.

TYPE MATERIAL FINISH

DETAILS

WIDTH HEIGHT THICK HEAD JAMB SILL

GROUND FLOOR

101A 900 2100 45 F HM PT-3 - 2 E HM PT-3 F1/SA540 D1/SA540 A4/SA540 NR

101B 900 2100 45 F HM PT-3 - 6 D HM PT-3 F9/SA540 C9/SA540 - NR

102 900 2100 45 F HM PT-3 - 14 D HM PT-3 F9/SA540 C9/SA540 - NR 40 ACCESS CONTROL. PROVIDE PEEPHOLE

103 900 2100 45 F HM PT-3 - 7 D HM PT-3 F9/SA540 C9/SA540 - NR 40

104 900 2100 45 F HM PT-3 - 7 D HM PT-3 F9/SA540 C9/SA540 - NR 40

105 900 2100 45 F HM PT-3 - 7 D HM PT-3 F9/SA540 C9/SA540 - NR 40

106 900 2100 45 F HM PT-3 - 7 D HM PT-3 F9/SA540 C9/SA540 - NR 40

107A 900 2100 45 F HM PT-3 - 2 E HM PT-3 F1/SA540 D1/SA540 A4/SA540 NR ACCESS CONTROL

107B 900 2100 45 F HM PT-3 - 6 D HM PT-3 F9/SA540 C9/SA540 - NR

108 900 2100 45 F HM PT-3 - 7 D HM PT-3 F9/SA540 C9/SA540 - NR

109 1500 2100 45 F/F HM PT-3 - 16 D/D HM PT-3 F9/SA540 C9/SA540 - NR

110 900 2100 45 F HM PT-3 - 14 D HM PT-3 F7/SA540 C7/SA540 - NR ACCESS CONTROL. PROVIDE PEEPHOLE

111A 900 2100 45 F HM PT-3 - 7 D HM PT-3 F9/SA540 C9/SA540 - NR

111B 900 2100 45 F HM PT-3 - 7 D HM PT-3 F9/SA540 C9/SA540 - NR 40

114 900 2150 45 F HM PT-3 - 3 E HM PT-3 F1/SA540 D1/SA540 A4/SA540 NR

115 900 2100 45 F HM PT-3 - 12 D HM PT-3 F9/SA540 C9/SA540 - NR

116 900 2100 45 F HM PT-3 - 9 D HM PT-3 F9/SA540 C9/SA540 - NR

117 900 2100 45 F HM PT-3 - 8 D HM PT-3 F9/SA540 C9/SA540 - NR

118 900 2100 45 F HM PT-3 - 12 D HM PT-3 F9/SA540 C9/SA540 - NR

119A 1800 2100 45 F/F HM PT-3 - 4 E/E HM PT-3 F1/SA540 D1/SA540 A4/SA540 NR

119B 900 2100 45 F HM PT-3 - 10 E HM PT-3 F7/SA540 C7/SA540 SIM. - NR

120A 900 2100 45 F HM PT-3 - 5 E HM PT-3 F7/SA540 C7/SA540 SIM. - NR

120B 900 2100 45 F HM PT-3 - 2 E HM PT-3 F1/SA540 D1/SA540 A4/SA540 NR ACCESS CONTROL.

120C 3000 3000 45 OHC STL PT-3 - 1 - STL PT-3 F4/SA540 A1/SA540 A7/SA540 NR HIGH SECURITY HASPS.

120D 3000 3000 45 OHC STL PT-3 - 1 - STL PT-3 F4/SA540 A1/SA540 A7/SA540 NR HIGH SECURITY HASPS.

120E 900 2100 45 F HM PT-3 - 2 E HM PT-3 F9/SA540 C9/SA540 - NR ACCESS CONTROL

121A 900 2100 45 F HM PT-3 - 2 E HM PT-3 F9/SA540 C9/SA540 - NR ACCESS CONTROL

121B 3000 3000 45 OHC STL PT-3 - 1 - STL PT-3 F4/SA540 A1/SA540 A7/SA540 NR HIGH SECURITY HASPS.

122 1800 2100 45 F/F HM PT-3 - 16 E/E HM PT-3 F9/SA540 C9/SA540 - NR

125 900 2100 45 F HM PT-3 - 13 D HM PT-3 F9/SA540 C9/SA540 - NR

126 900 2100 45 F HM PT-3 - 13 D HM PT-3 F9/SA540 C9/SA540 - NR

1 : 50

DOOR TYPES

1 : 50

FRAME TYPES

GENERAL SHEET NOTES

1. SEE SPECIFICATION FOR HARDWARE SET DESCRIPTION.

2. SEE SPECIFICATION FOR GLAZING TYPE DESCRIPTION.

W

E R

R

2 3 4 5

B

D

C

1.8

VEST

STOR.

OPS.

ADMIN.

STOR.

OPS.

ADMIN.

STOR.

CREW

CHIEF

FLT. CHIEF

& OFFICER

CONF. RM.

VEST.

BREAK

ROOM

SUPPLIES

MUNITIONS

CONTROL

OFFICE

MECH/COMPR.

MEN

WOMEN

JAN

STOR.

CTRL. OFF.

CORR.

COMM.

SUPPLIES

BAY1

ELEC.

BAY 2

FEC

FEC

FEC

FEC

W.

CHANGE

M.

CHANGE

W. SHWR

M. SHWR

DK2

DK2DK2CH5

DK1

DK1 DK1

DK1

DK1

DK1

TB1TB1

CH4 CH4

CH1

CH1CH1

CH1

CH1CH1

CH1

A2

A4

A2A4 A2

A4

A2

A4

A4

A2

A2

A4

A4

A2

V

A3

A1

CH1

A3

TB2

E01

(10)

(10)

(10)

(10)

(8) (8)

A1DK2

(8)

CH1

(8)

LK1

(20)

LK1

(20)

1(8)

DK3

A6

A7

A6 A6

A5 A5

A5 A5

A5 A5

A5 (8)

(10) A5

A6

A5

A8

S T

S

T

CH2

(12)

E02

A. FURNITURE LAYOUT IS FOR INFORMATION

ONLY. PLEASE REFER TO CID PACKAGE FOR

DETAILS.

B. MAINTAIN 1120 MM CLEAR PASSAGEWAY

AROUND MAIN EGRESS PATHS, TYPICAL.

C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

VERIFY FF&E QUANTITIES; COMPONENTS;

SIZES AND DESIGN INTEGRITY.

D. EXISTING EQUIPMENT LISTED AS N.I.C. ARE

NOT IN CONTRACT. THESE ITEMS ARE

SHOWN FOR COORDINATION PURPOSES

ONLY.

E. LEGEND SHOWN IS TYPICAL FOR THE ENTIRE

PROJECT. NOT ALL ITEMS LISTED MAY

PERTAIN TO THIS INDIVIDUAL SHEET.

F. SEE SHEET I-601 FOR SIGN TYPE A1 DETAIL.

ACCESSORIES:

A1 SINGLE FLAT PANEL MONITOR ARM

A2 SINGLE DISPLAY SUPPORT ARM

A3 TASK LIGHT - LED

A4 SHELF

A5 TRASH BIN

A6 TRASH RECEPTACLE

A7 RECYCLE RECEPTACLE

A8 CUSTODIAL CART

CHAIRS:

CH1 TASK CHAIR - GENERAL WORK

CH2 BREAK ROOM CAFE CHAIR

CH3 TASK STOOL - GENERAL WORK

CH4 GUEST CHAIR - PRIVATE OFFICE

CH5 CONFERENCE CHAIR

CH6 LOUNGE CHAIR

DESKS:

DK1 FREESTANDING DESK - TYPICAL 1

DK2 FREESTANDING DESK - TYPICAL 2

STORAGE:

ST1 STEEL SHELVING

LK1 LOCKERS

TABLES:

TB1 BREAK ROOM CAFE TABLE

TB2 CONFERENCE ROOM TABLE

TB3 SIDE/END TABLE

WORKBENCHES:

WB1 FREESTANDING WORKBENCH

EQUIPMENT:

E01 REFRIGERATOR

E02 VTC TV/MONITOR

V VENDING MACHINE

1 SIGN TYPE A1

S M

GRAPHIC SCALE

PLAN NORTH

1:100

10m2m 8m6m4m0m

DIM. NOTE & NORTH

KEY PLAN

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US Army Corps of

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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1 : 100B2

GROUND FLOOR FURNITURE PLAN - OVERALL

GENERAL SHEET NOTES

FURNITURE LEGEND

Area Schedule (Gross Building)

Name

1391 AREA

(MAXIMUM)

Area Metric

(ACTUAL)

Area Imperial

(ACTUAL)

GROUND FLOOR 883.00 m² 686.28 m² 7387.09 SF

SHEET KEYNOTES

0' - 9"

228.6

.2

WATER IN THIS

LOCATION IS

NON-POTABLE

19MM PRINTED MESSAGE.

HELVETICA NEUE 55 ROMAN FONT.

FINISH: WHITE VINYL

WARNING

25MM WARNING TEXT

HELVETICA NEUE 55 ROMAN FONT.

FINISH: WHITE VINYL

PAINTED ALUMINUM PLAQUE,

FINISH: DARK BRONZE

S M

US Army Corps of Engineers ®

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Plot Date:

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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-1

WALL BASE MATERIAL LEGEND

TYPE DESCRIPTION MANUFACTURER PATTERN COLOR REMARKS

PPB-1 PORCELAIN TILE BASE AVAILABLE LOCAL TO PROJECT UNPOLISHED PANTONE 12-5202 / 14-4501 TPG COVED BASE: S-36C9T SIZE: 152mm X 304mm (6"X12"), COVE BASE OUTCORNER, SC-36C9T SIZE: 25mm X 152mm (1"X6"). THICKNESS: 9.53mm. GROUT JOINT 3.17mm.

RB-1 RUBBER BASE - COVED AVAILABLE LOCAL TO PROJECT RUBBER PANTONE 17-1210 TPG COVED BASE. 101mm HIGH.

MISCELLANEOUS FINISH MATERIAL LEGEND

TYPE DESCRIPTION MANUFACTURER PATTERN COLOR REMARKS

CG-1 CORNER GUARD AVAILABLE LOCAL TO PROJECT CG6-3S SATIN FINISH STAINLESS STEEL SIZE: 1219mm HIGH. ON ALL OUTSIDE CORNER WALL LOCATION INSIDE BUILDING

AREA.

GRT-1 GROUT (FLOOR) AVAILABLE LOCAL TO PROJECT EPOXY PANTONE 14-4501 TPG USE WITH FLOOR TILE PPT-1 AND WALL BASE PPB-1.

GRT-2 GROUT (WALL) AVAILABLE LOCAL TO PROJECT EPOXY PANTONE 11-0601 TPG USE WITH WALL TILE PWT-1 AND WALL BASE PPB-1.

LK-1 LOCKER, DOUBLE STACK WALL LOCKER AVAILABLE LOCAL TO PROJECT METAL POWDER

COAT FINISH

PANTONE 17-4014 TPG 305MM (W) X 305MM (D) X 914MM (H). TOTAL HEIGHT FOR BOUBLE LOCKERS -

1830MM (H).

PLAM-1 PLASTIC LAMINATE AVAILABLE LOCAL TO PROJECT MATTE FINISH PANTONE 13-4403…