Atch 2_Draft Drawing 11 Life Safety - Repair Dorm B542.pdf

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BUILDING AND LIFE SAFETY CODE EVALUATION

A. APPLICABLE CODES AND STANDARDS

· US AIR FORCE UNACCOMPANIED HOUSING GUIDE (AFUHG), JANUARY 2006

· INTERNATIONAL BUILDING CODE (IBC), 2015 (AS ADOPTED BY UFC 1-200-01)

· INTERNATIONAL RESIDENTIAL CODE (IRC), 2015 (AS ADOPTED BY UFC 1-200-01)

· UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 01 FEBRUARY 2018 (CHANGE 1)

· UFC 3-310-04 SEISMIC DESIGN FOR BUILDINGS, 20 JUNE 2016 (CHANGE 1)

· UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 10 MAY 2019

· UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, 12 DECEMBER 2018

· UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, JANUARY 2010 (CHANGE 1)

· NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS AS REFERENCED BY THE ABOVE, INCLUDING BUT

NOT LIMITED TO:

·· NFPA 1 FIRE CODE, 2018

·· NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 (AS REFERENCED BY NFPA 13R) ·· NFPA 13R STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN LOW RISE RESIDENTIAL

OCCUPANCIES, 2019

·· NFPA 14 STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2019

·· NFPA 24 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, ·· NFPA 70 NATIONAL ELECTRICAL CODE (NEC), 2017

·· NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2016

·· NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2016

·· NFPA 90A STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, 2018

·· NFPA 101 LIFE SAFETY CODE, 2018

·· NFPA 291 RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2019

B. PROJECT SCOPE

PROJECT SCOPE INCLUDES COMPLETE INTERIOR RENOVATIONS TO INCLUDE IMPROVEMENT AND REPLACEMENT OF INTERIOR FINISHES, HVAC, PLUMBING, AND ELECTRICAL SYSTEMS, AND INSTALLATION OF NEW FIRE SUPPRESSION AND FIRE ALARM / MASS NOTIFICATION SYSTEMS. THERE IS NO CHANGE OR MODIFICATION TO EXISTING INTERIOR

WALLS OR FLOORS OR THE OVERALL BUILDING HEIGHT AND AREA.

C. CLASSIFICATION OF OCCUPANCY

IBC SECTION 310 RESIDENTIAL (R2, DORMITORY)

NFPA 101, 6.1.8.4 RESIDENTIAL (DORMITORY, CHAPTER 28)

D. CONSTRUCTION TYPE

IBC CHAPTER 6 TYPE II-B, NON-COMBUSTIBLE

E. ALLOWABLE BUILDING AREA

MAXIMUM ALLOWABLE AREA 1486 SQ. M (16,000 SQ. FT.) PER STORY (IBC, SECTION 506)

ACTUAL AREA (PER STORY) 1509 SQ. M (16,246 SQ. FT.) GROUND FLOOR

1502 SQ. M (16,168 SQ. FT.) UPPER FLOORS

ACTUAL AREA (BUILDING TOTAL) 6015 SQ. M (64,750 SQ. FT.)

FRONTAGE INCREASE

BECAUSE ACTUAL AREA > TABULAR AREA, FRONTAGE INCREASE IS CALCULATED PER IBC 506.2.3

AA = [AT + (NS * IF)] * SA, WHERE

AA = ALLOWABLE AREA

AT = TABULAR ALLOWABLE AREA PER IBC TABLE 506.2, S13R (1486 SQ. M, 16,000 SQ. FT.)

NS = TABULAR ALLOWABLE AREA FOR NON-SPRINKLERED BUILDING (1486 SQ. M, 16,000 SQ. FT.)

IF = AREA FACTOR INCREASE DUE TO FRONTAGE (IBC 506.3)

SA = NUMBER OF STORIES ABOVE GRADE PLANE, SPRINKLERED BUILDING (4)

NOTE: NO INDIVIDUAL STORY SHALL EXCEED AA AS CALCULATED WITH SA = 1)

IF = [(F / P) - 0.25] * (W / 30), WHERE

F = BUILDING PERIMETER FRONTING PUBLIC WAY OF MINIMUM 6100 mm (20 FT.) WIDTH

P = BUILDING PERIMETER

W = WIDTH OF PUBLIC WAY OR OPEN SPACE

FOR THIS PROJECT:

P = 220,980 mm (725 FT.)

F = 220,980 mm (725 FT.)

W = 6100 mm (20 FT.)

IF = [220,980/220,980 - 0.25] * (20 / 30) = 0.5

AA = [1486 + (1486 * 0.5] * 1 = 2229 SQ. M (23,992 SQ. FT.) PER STORY

AA = [1486+ (1486 * 0.5)] * 4 = 8916 SQ. M (95,968 SQ. FT.) BUILDING TOTAL

ACTUAL AREA, PER STORY = 1509.2 SQ. M < 2229 SQ. M (OK)

ACTUAL AREA, BUILDING TOTAL = 6015.2 SQ. M < 8916 SQ. M (OK)

BUILDING AREA IS IN COMPLIANCE

F. ALLOWABLE BUILDING HEIGHT

MAXIMUM ALLOWABLE HEIGHT 18.3 M (60 FT.) / 4 STORIES (IBC, SECTION 504)

(W/AUTOMATIC SPRINKLERS PER NFPA 13R)

ACTUAL HEIGHT 13 M (42.5 FT.) / 4 STORIES

BUILDING HEIGHT IS IN COMPLIANCE

G. BUILDING SEPARATION AND EXPOSURE PROTECTION

AN IMAGINARY LOT LINE IS ESTABLISHED AT 3050 mm (10 FT.) FROM THE EXTERIOR BUILDING WALL FOR THE EVALUATION OF FIRE SEPARATION DISTANCE AND EXTERIOR WALL FIRE RESISTANCE RATING REQUIREMENTS. AT THAT DISTANCE, THERE ARE NO FIRE RESISTANCE RATING REQUIREMENTS FOR TYPE II-B CONSTRUCTION AND GROUP R OCCUPANCY (IBC, TABLE 602) AND EXTERIOR WALLS ARE PERMITTED TO HAVE UNLIMITED UNPROTECTED

OPENINGS (IBC, 705.8.1, EXCEPTION 2).

THE ONLY BUILDING WITHIN 9150 mm (30 FT.) OF THE IMAGINARY LOT LINE IS BUILDING 538, WHICH IS 8620 mm (28 FT.) AWAY. BUILDING 538 IS A 4-STORY DORMITORY OF TYPE II-B CONSTRUCTION AND GROUP R OCCUPANCY SIMILAR TO BUILDING 542. THE EXTERIOR WALLS OF BUILDING 538 ARE PROVIDED WITH MORE THAN 3050 mm (10 FT.) FIRE SEPARATION DISTANCE AND ARE NOT REQUIRED TO BE FIRE-RESISTANCE RATED (IBC, TABLE 602) AND THE EXTERIOR WALLS ARE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS (IBC, 705.8.1, EXCEPTION 2).

H. DUCT SMOKE DETECTORS

DUCT SMOKE DETECTORS ARE NOT REQUIRED IN THIS PROJECT AND WILL NOT BE PROVIDED.

I. FIRE / SMOKE RATED SEPARATIONS AND OPENING

PROTECTIVES

ITEM RATING OPENING PROTECTIVE

EXIT STAIRS / SHAFTS 1-HR (101, 28.3.1.1.3) 1-HR (101, 28.3.1.1.3)

GUEST LAUNDRY (>9.3 SQ. M) AND

FUEL-FIRED EQUIPMENT ROOMS 1-HR (101, 28.3.2.2.2) 45-MINUTE 101,8.3.3.2.2)

STORAGE ROOMS 1-HR (101, 28.3.2.2.2) 45-MINUTE (101, 8.3.3.2.2)

CORRIDORS .5-HR (101, 28.3.6.1.3) 20-MINUTE (101, 28.3.6.2.1)

SLEEPING UNIT SEPARATIONS,

WALLS & FLOORS .5-HR (101, 28.3.7.2) 20-MINUTE (101,28.3.7.3)

NOTES:

1. 1-HOUR FIRE RATING REQUIRED TO EXTEND 3050 mm (10 FT.) HORIZONTALLY WHERE

FIRE WALLS INTERSECT AT LESS THAN 180° PER NFPA 101, 7.2.2.5.2.

2. ALL ABANDONED AND UNUSED OPENINGS THROUGH EXISTING HORIZONTAL OR

VERTICAL FIRE RATED ASSEMBLIES SHALL BE SEALED AND/OR INFILLED WITH

EQUIVALENT CONSTRUCTION TO MAINTAIN REQUIRED FIRE RATING OF ASSEMBLY.

3. SPRINKLERS ALSO REQUIRED IN LAUNDRY ROOMS > 9.3 SQ. M AND FUEL-FIRED

EQUIPMENT ROOMS.

J. INTERIOR FINISHES

WALL/CEILING FINISHES SHALL BE CLASS A IN EXIT ENCLOSURES, CLASS A OR B IN LOBBIES

AND CORRIDORS, AND CLASS A, B OR C IN ALL OTHER AREAS (101, 28.3.3.2).

FLOOR FINISHES SHALL BE MINIMUM CLASS II IN EXIT ENCLOSURES (101, 28.3.3.3.2).

CARPET AND CARPET-LIKE MATERIALS SHALL COMPLY WITH ASTM D2859 (101, 10.2.7.1).

FLOOR FINISHES OTHER THAN CARPET SHALL HAVE MINIMUM CRITICAL RADIANT FLUX OF

0.10 W/SQ. CM (101, 10.2.7.2).

THERMAL AND ACOUSTICAL INSULATION SHALL HAVE FLAME SPREAD RATING NOT HIGHER

THAN 75 AND SMOKE DEVELOPMENT RATING NOT HIGHER THAN 150, EXCEPT AS PERMITTED

BY UFC 3-600-01, PARA 8-3.2 (UFC 3-600-01, PARA. 8-3.1.1).

EXPOSED INSULATION IN CONCEALED SPACES SHALL HAVE FLAME SPREAD RATING NOT

HIGHER THAN 25 AND SMOKE DEVELOPMENT RATING NOT HIGHER THAN 50 (UFC 3-600-01,

PARA. 8-3.1.2).

K. FIRE EXTINGUISHING SYSTEMS

THE FACILITY WILL BE PROVIDED WITH AUTOMATIC FIRE SPRINKLERS THROUGHOUT THE

BUILDING AND MANUAL CLASS I STANDPIPE SYSTEMS IN EACH EXIT STAIR ENCLOSURE, IN

ACCORDANCE WITH UFC 3-600-01, AND NFPA 13R AND 14. THE STANDPIPE PRESSURE

REQUIREMENTS WILL BE MET BY THE RESPONDING FIRE DEPARTMENT PUMPER TRUCK

THROUGH THE BUILDING FIRE DEPARTMENT CONNECTION SUCH THAT A BUILDING FIRE

PUMP WILL NOT BE REQUIRED. REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL

INFORMATION.

GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED IN DOD FACILITIES

PROVIDED WITH COMPLETE AUTOMATIC FIRE SPRINKLER PROTECTION AND A FIRE ALARM

SYSTEM IN ACCORDANCE WITH UFC 3-600-01 (9-17.1). BECAUSE THE BUILDING WILL BE

PROVIDED WITH AUTOMATIC FIRE SPRINKLERS THROUGHOUT AND A COMBINED FIRE ALARM

/ MASS NOTIFICATION SYSTEM, PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED AND

WILL NOT BE PROVIDED.

L. WATER SUPPLY TESTING

WATER SUPPLY FLOW TESTING WAS CONDUCTED BY BASE PERSONNEL AND WITNESSED BY

THE A/E FIRE PROTECTION ENGINEER ON 16 MARCH 2018. SEE FIRE PROTECTION DRAWING

FP001 FOR FLOW TEST DATA.

BASED ON THE FLOW TEST RESULTS, THE WATER SUPPLY IS ADEQUATE TO MEET THE

BUILDING FIRE SPRINKLER DEMAND WITHOUT USE OF A FIRE PUMP OR WATER STORAGE

TANK. THE PRESSURE REQUIREMENTS OF THE BUILDING STANDPIPE SYSTEMS WILL BE MET

BY THE RESPONDING FIRE DEPARTMENT PUMPER TRUCK THROUGH THE BUILDING FIRE

DEPARTMENT CONNECTION.

M. FIRE ALARM / MASS NOTIFICATION SYSTEMS

THE FACILITY WILL BE PROVIDED WITH A COMBINED FIRE ALARM / MASS NOTIFICATION

SYSTEM IN ACCORDANCE WITH UFC 3-600-01 AND 4-021-01 AND NFPA 72. THE SYSTEM WILL

INCLUDE SMOKE DETECTION WHERE REQUIRED, SMOKE ALARMS, MANUAL FIRE ALARM

STATIONS, SPRINKLER SYSTEM WATERFLOW ALARMS AND VALVE SUPERVISORY SWITCHES,

AUDIBLE VOICE NOTIFICATION, VISUAL NOTIFICATION (CLEAR STROBES ONLY), AND TEXTUAL

SIGNS AT BUILDING EXITS. REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL

INFORMATION.

N. FIRE DAMPERS

FIRE DAMPERS WILL BE DYNAMIC TYPE, RATED FOR 15.2 M/SEC (3000 FT./MIN.) OR GREATER

AND WILL BE PROVIDED WHERE REQUIRED IN DUCTS PASSING THROUGH FIRE RATED

WALLS, PARTITIONS AND FLOORS. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

O. SMOKE DAMPERS

SMOKE DAMPERS ARE NOT REQUIRED IN THIS PROJECT AND WILL NOT BE PROVIDED.

P. FIRE DEPARTMENT VEHICLE ACCESS

THE FACILITY WILL BE PROVIDED WITH PAVED, ALL-WEATHER GROUND ACCESS STARTING

FROM THE ROAD AND TERMINATING NOT MORE THAN 10 M (33 FT.) FROM AN EXTERIOR

DOOR ACCESSIBLE TO THE FIRE DEPARTMENT. THE BUILDING WILL BE PROVIDED WITH

PAVED, ALL-WEATHER GROUND ACCESS ON ONE ENTIRE SIDE OF THE BUILDING HAVING

WINDOWS TO ALLOW AERIAL ACCESS TO THE BUILDING. SEE CIVIL DRAWINGS FOR

ADDITIONAL INFORMATION.

Q. FIRE HYDRANTS

FIRE HYDRANTS IN THE VICINITY OF THE BUILDING ARE EXISTING TO REMAIN AND ARE

INSTALLED IN ACCORDANCE WITH UFC 3-600-01. THE BUILDING FIRE DEPARTMENT

CONNECTION WILL BE PROVIDED WITHIN 46 M (150 FT.) OF THE NEAREST FIRE HYDRANT.

SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

A. OCCUPANT LOAD

OCCUPANT LOAD FACTORS (101, TABLE 7.3.1.2 AND UFC 3-600-01, TABLE 10.1):

HOTELS AND DORMITORIES 18.6 SQ. M (200 SQ. FT.) / PERSON

LOUNGES / DAY ROOMS 1.4 SQ. M (15 SQ. FT.) / PERSON

STORAGE / EQUIPMENT ROOMS 46.5 SQ. M (500 SQ. FT.) / PERSON

GROUND FLOOR:

STORAGE / EQUIPMENT AREAS 100.5 SQ. M * 1 PERSON / 46.5 SQ. M = 3 PERSONS

LOUNGES / DAY ROOMS 45.6 SQ. M * 1 PERSON / 1.4 SQ. M = 33 PERSONS

DORMITORY 1362.9 SQ. M * 1 PERSON / 18.6 SQ. M = 74 PERSONS

GROUND FLOOR SUB-TOTAL 110 PERSONS

FLOORS 2-4:

STORAGE / EQUIPMENT AREAS 21.5 SQ. M * 1 PERSON / 46.5 SQ. M = 1 PERSON

LOUNGES / DAY ROOMS 59.9 SQ. M * 1 PERSON / 1.4 SQ. M = 43 PERSONS

DORMITORY 1420.6 SQ. M * 1 PERSON / 18.6 SQ. M = 77 PERSONS

FLOOR 2-4 FLOOR SUB-TOTAL (EACH) 121 PERSONS

B. CAPACITY OF MEANS OF EGRESS

MINIMUM EXIT CAPACITY REQUIRED (101, TABLE 7.3.3.1)

5.0 mm (0.20 IN.) / PERSON FOR LEVEL MEANS OF EGRESS

7.6 mm (0.30 IN.) / PERSON FOR STAIRS AND RAMPS 1120 mm (44 IN.) MINIMUM CORRIDOR WIDTH REQUIRED (101, 28.2.3.3) 1580 mm (62 IN.) ACTUAL CORRIDOR WIDTH PROVIDED 1120 mm (44 IN.) MINIMUM STAIR WIDTH REQUIRED (101, TABLE 7.2.2.2.1.2(B)) 1170 mm (46 IN.) ACTUAL STAIR WIDTH PROVIDED (3 STAIRS PROVIDED)

GROUND FLOOR EXIT CAPACITY

4 EXITS WITH 1750 mm DOUBLE DOOR HAVING 1625 mm CLEAR OPENING = 6500 mm TOTAL EXIT CAPACITY = 6500 mm * 1 PERSON / 5 mm= 1300 PERSONS TOTAL (325 PERSONS / EXIT )

2940 mm STAIR PROVIDED AT END STAIR EXIT DISCHARGE EXIT CAPACITY = 2940 mm * 1 PERSON / 7.6 mm = 386 PERSONS (DOOR IS LIMITING FACTOR)

2170 mm STAIR PROVIDED AT CENTRAL NORTH EXIT DISCHARGE EXIT CAPACITY = 2170 mm * 1 PERSON / 7.6 mm = 285 PERSONS (STAIR IS LIMITING FACTOR)

2600 mm STAIR PROVIDED AT CENTRAL SOUTH EXIT DISCHARGE EXIT CAPACITY = 2600 mm * 1 PERSON / 7.6 mm = 342 PERSONS (DOOR IS LIMITING FACTOR)

UPPER FLOOR EXIT (STAIR) CAPACITY

2 EXITS WITH 1530 mm DOUBLE DOOR HAVING 1440 mm CLEAR OPENING = 2880 mm (112 IN.)

1 EXIT WITH 900 mm SINGLE DOOR HAVING 840 mm CLEAR OPENING = 840 mm (33 IN.)

TOTAL EXIT WIDTH PROVIDED = 3720 mm (145 IN.)

TOTAL EXIT CAPACITY = 3720 mm * 1 PERSON / 5 mm = 744 PERSONS

3 STAIRS HAVING 1170 mm (46 IN.) CLEAR WIDTH = 3510 mm (138 IN.)

TOTAL STAIR CAPACITY = 3510 mm * 1 PERSON / 7.6 mm = 461 PERSONS

EXIT STAIRS ARE THE LIMITING FACTOR IN EGRESS

BUILDING EXIT CAPACITY IS ADEQUATE AND IN COMPLIANCE

C. NUMBER OF MEANS OF EGRESS (101, 28.2.4.1)

MINIMUM NUMBER OF EXITS REQUIRED = 2 PER STORY

ACTUAL NUMBER OF EXITS PROVIDED = 3 FROM EACH UPPER STORY / 4 FROM GROUND FLOOR

NUMBER OF MEANS OF EGRESS IS ADEQUATE AND IN COMPLIANCE

D. ARRANGEMENT OF MEANS OF EGRESS (101, 7.5.1.3)

EXITS ARE PROVIDED ON ALL 4 SIDES OF THE BUILDING ON THE GROUND FLOOR. EXITS ARE PROVIDED AT OPPOSITE ENDS OF THE BUILDING MAIN CORRIDOR ON EACH FLOOR. EXITS ARE ADEQUATELY AND REMOTELY

LOCATED.

E. TRAVEL DISTANCE TO EXITS

TRAVEL DISTANCE

MAXIMUM DISTANCE PERMITTED WITHIN GUEST SUITE = 38,100 mm (125 FT.) (101, 28.2.6.2) ACTUAL TRAVEL DISTANCE WITHIN GUEST SUITE = 9,800 mm (32 FT.)

MAXIMUM DISTANCE PERMITTED FROM GUEST SUITE TO EXIT = 60,960 mm (200 FT.) (101, 28.2.6.3.3.1) ACTUAL TRAVEL DISTANCE FROM GUEST SUITE TO EXIT = 26,550 mm (87 FT.)

COMMON PATH OF TRAVEL

MAXIMUM COMMON PATH OF TRAVEL PERMITTED = 15,240 mm (50 FT.) (101, 28.2.5.4) ACTUAL COMMON PATH OF TRAVEL = 7,200 mm (24 FT.)

DEAD END CORRIDOR

MAXIMUM DEAD END CORRIDOR PERMITTED = 15,240 mm (50 FT.) (101, 28.2.5.6)

ACTUAL DEAD END CORRIDOR NONE

TRAVEL DISTANCE IS IN COMPLIANCE

F. DISCHARGE FROM EXITS (101, 28.2.7)

ALL EXITS DISCHARGE DIRECTLY TO THE PUBLIC WAY. EXIT DISCHARGE IS IN COMPLIANCE.

G. ILLUMINATION OF MEANS OF EGRESS (101, 28.2.8)

ILLUMINATION OF THE MEANS OF EGRESS WILL BE CONTINUOUSLY PROVIDED. ILLUMINATION WILL BE A MINIMUM OF 107 LUX (10 FT-CANDLES) AT THE WALKING SURFACE IN STAIRS AND 10.7 LUX (1 FT-CANDLE) IN ALL

OTHER EGRESS PATHWAYS. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

H. EMERGENCY LIGHTING (101, 28.2.9)

EMERGENCY LIGHTING WILL BE PROVIDED FOR A MINIMUM OF 1-1/2 HOURS IN THE EVENT OF FAILURE OF

NORMAL LIGHTING. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

I. MARKING OF MEANS OF EGRESS (101, 28.2.10)

EXITS WILL BE PROVIDED WITH APPROVED SIGNAGE READILY VISIBLE FROM ANY DIRECTION OF EXIT

APPROACH. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

LIFE SAFETY EGRESS EVALUATION

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MOUNTABLE CURB FOR

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FIRE LANE

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FIRE DEPARTMENT CONNECTION

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CLASS I STANDPIPE (MANUAL WET)

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CLASS I STANDPIPE (MANUAL WET)

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UNDERGROUND 200 mm WATER MAIN

150 mm FIRE SERVICE

TO BUILDING 542EXISTING FIRE

HYDRANT (TYP)

B539

B542

B538

EXISTING PICNIC

SHELTER

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LIFE SAFETY - CODE COMPLIANCE SITE PLAN

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IMAGINARY LOT LINE USED TO DETERMINE

FIRE SEPARATION DISTANCE AND EXTERIOR

WALL FIRE RATING REQUIREMENTS

BUILDING PERIMETER HAVING 3050 mm

(10 FT.) SEPARATION DISTANCE

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TD=24,470 mm TD=24,220 mm

TD=26,550 mm TD=9,800 mm WITHIN

SLEEPING UNIT

EXIT CAPACITY =

325 PERSONS

EXIT CAPACITY =

325 PERSONS

EXIT CAPACITY =

285 PERSONS

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UNIT 106

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UNIT 102

UNIT 101

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UNIT 107

UNIT 109

UNIT 111

UNIT 113

UNIT 108

UNIT 110

UNIT 112

UNIT 114

LINEN 1

MECHANICAL RM

DAY ROOM 1

LG1

CORRIDOR 1W

C1W

JANITOR 1

J1

LAUNDRY 1

LD1

UNIT 123

UNIT 121

UNIT 119

STORAGE 1

ST1

UNIT 124

STAIR 1

S1

STAIR 2

S2

CPT=7,200 mm

A

14 15 16 17 18 19 20

B

C

D

E

F

14'

M

ATC

H

LIN

E M

ATC

H

LIN

E

TD=26,550 mm

EXIT CAPACITY =

325 PERSONS

TD=24,470 mm S3

STAIR 3

UNIT 130

UNIT 128

UNIT 126

UNIT 136

UNIT 135

UNIT 134

UNIT 133

UNIT 125

UNIT 127

UNIT 129

UNIT 132

UNIT 131

C1E

CORRIDOR 1E

LIFE SAFETY LEGEND

30-MINUTE FIRE RATED PARTITION

1-HR FIRE RATED PARTITION

EGRESS PATH OF TRAVEL

EGRESS EXIT

EGRESS TRAVEL STARTING DATUM

TRAVEL DISTANCE TO EXITTD

FIRE ALARM ANNUNCIATOR

FIRE ALARM / MASS NOTIFICATION TRANSMITTERFTR

FAA

FIRE ALARM / MASS NOTIFICATION SYSTEM

CONTROL PANELFMCP

LOCAL OPERATING CONSOLELOC

FIRE ALARM TERMINAL CABINET

SPRINKLER / STANDPIPE RISER

STANDPIPE HOSE VALVE

SPRINKLER BACKFLOW PREVENTER &

CONTROL VALVES

SPRINKLER FLOOR CONTROL VALVE

ASSEMBLY

COMMON PATH OF TRAVEL DISTANCECPT

FATC

A

B

C

D

E

F

S.

LE

O

PO

LD

SV

L

SW

D

LP101

LI

FE

S

AF

ET

Y

PL

AN

FI

R

ST

F

LO

O R

LIFE SAFETY PLAN - FIRST FLOOR

SCALE: 1:100 0 1000 3000 70000 1000 3000 7000

PLAN

NORTH

R

EP

A

IR

D O

R M

, B

M

IS

A

W A

A

IR

B A

SE

JA

PA

N

(Q

KK

A1

2)

FA

-1

8- F-

JU

N

E

, 2

SHEET

IDENTIFICATION

D

ES

IG

N

ED

B

Y:

D W

N B

Y:

C

KD

B

Y:

SO

LI

C

IT

AT

IO

N

N O

D

AT

E:

C O

N

TR

AC

T

N O

SU

BM

IT

TE

D

B Y:

U .S

. A

IR

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

O

TI

E R

S& H

J O

IN

T

VE

N

TU

R

E

N

. M

AY

FA

IR

R O

AD

S

U

IT

E

M

IL

W

AU

KE

E, W

I 5

A

B

C

D

1 2 3 4 5

M A

R K

D

ES

C R

IP

TI

O N

D A

TE

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

PA

U

L

VA

N D

EN

BE

01 02 03 04 05 06 07 08 09 11 12 13 14 14'10

M

ATC

H

LIN

E M

ATC

H

LIN

E

TD=18,800 mm

TD=19,900 mm

TD=26,550 mm

EXIT CAPACITY =

154 PERSONS

EXIT CAPACITY =

168 PERSONS

STAIR CAPACITY=

154 PERSONS

LO

C

FATC

CORRIDOR 2

C2

JANITOR 2

J2

UNIT 213

UNIT 211

UNIT 209

UNIT 207

UNIT 205

UNIT 203

UNIT 201

UNIT 202

UNIT 204

UNIT 206

UNIT 208

UNIT 210

UNIT 212

UNIT 214

UNIT 216

216 LAUNDRY 2

LD2

LOUNGE 2

LG2

CORRIDOR 2W

C2W

STORAGE 2

ST2

UNIT 218

UNIT 219

UNIT 222

UNIT 224

UNIT 221

UNIT 223

STAIR 1

S1

STAIR 2

S2

CPT=7,200 mm

TD=9,800 mm WITHIN

SLEEPING UNIT

M

ATC

H

LIN

E

A

14 15 16 17 18 19 20

B

C

D

E

F

14'

M

ATC

H

LIN

E

TD=26,550 mm

EXIT CAPACITY =

154 PERSONS

S3

STAIR 3

UNIT 233

UNIT 231

UNIT 229

UNIT 227

UNIT 225

UNIT 232

UNIT 230

UNIT 228

UNIT 226

UNIT 236

UNIT 234

UNIT 235

C2E

CORRIDOR 2E

A

B

C

D

E

F

S.

L

EO

PO

LD

SV

L

SW

D

LP102

LI

FE

S

AF

ET

Y

PL

AN

SE

C O

N D

F

LO

O R

LIFE SAFETY PLAN - SECOND FLOOR

SCALE: 1:100 0 1000 3000 70000 1000 3000 7000

PLAN

NORTH

R

EP

A

IR

D O

R M

, B

M

IS

A

W A

A

IR

B A

SE

JA

PA

N

(Q

KK

A1

2)

FA

-1

8- F-

JU

N

E

, 2

SHEET

IDENTIFICATION

D

ES

IG

N

ED

B

Y:

D W

N B

Y:

C

KD

B

Y:

SO

LI

C

IT

AT

IO

N

N O

D

AT

E:

C O

N

TR

AC

T

N O

SU

BM

IT

TE

D

B Y:

U .S

. A

IR

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

O

TI

E R

S& H

J O

IN

T

VE

N

TU

R

E

N

. M

AY

FA

IR

R O

AD

S

U

IT

E

M

IL

W

AU

KE

E, W

I 5

A

B

C

D

1 2 3 4 5

M A

R K

D

ES

C R

IP

TI

O N

D A

TE

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

PA

U

L

VA

N D

EN

BE

CORRIDOR 3

C3

JANITOR 3

J3

UNIT 313

UNIT 311

UNIT 309

UNIT 307

UNIT 305

UNIT 303

UNIT 301

UNIT 302

UNIT 304

UNIT 306

UNIT 308

UNIT 310

UNIT 312

UNIT 314

UNIT 316

316 LAUNDRY 3

LD3

CORRIDOR 3W

C3W

STORAGE 3

ST3

LOUNGE 3

LG3

UNIT 322

UNIT 324

UNIT 323

UNIT 321

UNIT 319

UNIT 318

STAIR 1

S1

STAIR 2

S2

01 02 03 04 05 06 07 08 09 11 12 13 14 14'10

M

ATC

H

LIN

E

14 14'

M

ATC

H

LIN

E

TD=18,600 mmTD=19,850 mmTD=26,550 mm

EXIT CAPACITY =

154 PERSONS

LO

C

FATC

CPT=7,200 mm

TD=9,800 mm WITHIN

SLEEPING UNIT

EXIT CAPACITY =

168 PERSONS

STAIR CAPACITY =

154 PERSONS

S3

STAIR 3

UNIT 333

UNIT 332

UNIT 330

UNIT 331

UNIT 325

UNIT 327

UNIT 329

UNIT 328

UNIT 326

UNIT 334

UNIT 335

UNIT 336

C3E

CORRIDOR 3E

M

ATC

H

LIN

E

A

14 15 16 17 18 19 20

B

C

D

E

F

14'

M

ATC

H

LIN

E

TD=26,550 mm

EXIT CAPACITY =

154 PERSONS

A

B

C

D

E

F

S.

L

EO

PO

LD

SV

L

SW

D

LP103

LI

FE

S

AF

ET

Y

PL

AN

TH

IR

D

F

LO

O R

LIFE SAFETY PLAN - THIRD FLOOR

SCALE: 1:100 0 1000 3000 70000 1000 3000 7000

PLAN

NORTH

R

EP

A

IR

D O

R M

, B

M

IS

A

W A

A

IR

B A

SE

JA

PA

N

(Q

KK

A1

2)

FA

-1

8- F-

JU

N

E

, 2

SHEET

IDENTIFICATION

D

ES

IG

N

ED

B

Y:

D W

N B

Y:

C

KD

B

Y:

SO

LI

C

IT

AT

IO

N

N O

D

AT

E:

C O

N

TR

AC

T

N O

SU

BM

IT

TE

D

B Y:

U .S

. A

IR

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

O

TI

E R

S& H

J O

IN

T

VE

N

TU

R

E

N

. M

AY

FA

IR

R O

AD

S

U

IT

E

M

IL

W

AU

KE

E, W

I 5

A

B

C

D

1 2 3 4 5

M A

R K

D

ES

C R

IP

TI

O N

D A

TE

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

PA

U

L

VA

N D

EN

BE

TD=18,550 mm

TD=19,850 mm

TD=26,550 mm

EXIT CAPACITY =

154 PERSONS

LO

C

FATC

CPT=7,200 mm

TD=9,800 mm WITHIN

SLEEPING UNIT

EXIT CAPACITY =

168 PERSONS

STAIR CAPACITY =

154 PERSONS

01 02 03 04 05 06 07 08 09 11 12 13 14 14'10

M

ATC

H

LIN

E

14 14'

M

ATC

H

LIN

E

S2

STAIR 2

S1

STAIR 1

LG4

DAY ROOM 4

UNIT 418

UNIT 419

UNIT 423

ST4

STORAGE 4

UNIT 422

UNIT 424

UNIT 416

UNIT 414

UNIT 412

UNIT 410

UNIT 408

UNIT 406

UNIT 404

UNIT 402

UNIT 401

UNIT 403

UNIT 405

UNIT 407

UNIT 409

UNIT 411

UNIT 413

LD4

LAUNDRY 4

J4

JANITOR 4

UNIT 421

C4

CORRIDOR 4

C4W

CORRIDOR 4W

RR4

RRM 4

UNIT 425

UNIT 426

TD=26,550 mm

EXIT CAPACITY =

154 PERSONS

M

ATC

H

LIN

E

A

14 15 16 17 18 19 20

B

C

D

E

F

14'

M

ATC

H

LIN

E

S3

STAIR 3

UNIT 425

UNIT 434

UNIT 426

UNIT 428

UNIT 430

UNIT 432

UNIT 427

UNIT 429

UNIT 431

UNIT 433

UNIT 435

C4E

CORRIDOR 4E

UNIT 436

A

B

C

D

E

F

S.

L

EO

PO

LD

SV

L

SW

D

LP104

LI

FE

S

AF

ET

Y

PL

AN

FO

U R

TH

F

LO

O

R

LIFE SAFETY PLAN - FOURTH FLOOR

SCALE: 1:100 0 1000 3000 70000 1000 3000 7000

PLAN

NORTH

R

EP

A

IR

D O

R M

, B

M

IS

A

W A

A

IR

B A

SE

JA

PA

N

(Q

KK

A1

2)

FA

-1

8- F-

JU

N

E

, 2

SHEET

IDENTIFICATION

D

ES

IG

N

ED

B

Y:

D W

N B

Y:

C

KD

B

Y:

SO

LI

C

IT

AT

IO

N

N O

D

AT

E:

C O

N

TR

AC

T

N O

SU

BM

IT

TE

D

B Y:

U .S

. A

IR

F O

R C

E C

IV

IL

E N

G

IN

EE

R

C

EN

TE

R

O

TI

E R

S& H

J O

IN

T

VE

N

TU

R

E

N

. M

AY

FA

IR

R O

AD

S

U

IT

E

M

IL

W

AU

KE

E, W

I 5

A

B

C

D

1 2 3 4 5

M A

R K

D

ES

C R

IP

TI

O N

D A

TE

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

SHEET OF 232

PA

U

L

VA

N D

EN

BE