FA520520R0006_Atch2_Drawings_PDF11of12_Life Safety.pdf

B U

IL

D

IN

G

A N

D L

IF

E

S A

F E

T Y

C O

D E

E V

A L

U A

T

IO

N

BUILDING AND LIFE SAFETY CODE EVALUATION

A. APPLICABLE CODES AND STANDARDS

· US AIR FORCE FAMILY HOUSING GUIDE (AFFHG), AUGUST 2004

· INTERNATIONAL BUILDING CODE (IBC), 2015, FOR BUILDING CONSTRUCTION ONLY

· INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2015

· 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 (CHANGE 3)

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

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

B. PROJECT SCOPE AND APPLICABILITY

THIS FACILITY WAS ORIGINALLY DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A COMBINATION OF JAPANESE BUILDING AND FIRE SERVICE LAWS AND NFPA REQUIREMENTS IN EFFECT AT THE TIME OF ORIGINAL INSTALLATION (1992) AND IS CURRENTLY ACCEPTABLE TO THE LOCAL AUTHORITIES HAVING JURISDICTION.

UPGRADING EXISTING SYSTEMS NOT BEING OTHERWISE ALTERED OR RENOVATED TO MEET CURRENT UFC, NFPA, OR US BUILDING CODE REQUIREMENTS IS NOT WITHIN THE SCOPE OF THIS PROJECT.

PER UFC 3-600-01, 34-1.5.1, ALL NEW WORK COMPLETED AS PART OF THIS PROJECT WILL COMPLY WITH UFC 3-600-01 AND NFPA 101 REQUIREMENTS FOR NEW CONSTRUCTION. THEREFORE, THIS BUILDING AND LIFE SAFETY CODE EVALUATION IS BASED ON THE REQUIREMENTS OF UFC 3-600-01 AND NFPA 101 FOR NEW CONSTRUCTION.

AREAS IN WHICH THE BUILDING DOES NOT COMPLY WITH THESE REQUIREMENTS WILL ALSO BE NOTED.

PER IEBC 401.2.1, BUILDING MATERIALS ALREADY IN USE IN A BUILDING IN COMPLIANCE WITH REQUIREMENTS OR APPROVALS IN EFFECT AT THE TIME OF THEIR ERECTION OR INSTALLATION SHALL BE PERMITTED TO REMAIN IN

USE UNLESS DETERMINED BY THE BUILDING OFFICIAL TO BE UNSAFE.

C. CLASSIFICATION OF OCCUPANCY

RESIDENTIAL (R2, APARTMENT) IBC SECTION 310

RESIDENTIAL (APARTMENT) NFPA 101, 6.1.8.1.5, CHAPTERS 30/31

STORAGE (S-1) & ASSEMBLY (A-3) AREAS ACCESSORY TO MAIN OCCUPANCY (IBC 303.4 AND 311.2)

D. CONSTRUCTION TYPE

TYPE I-B, NON-COMBUSTIBLE IBC CHAPTER 6

E. ALLOWABLE BUILDING AREA

MAXIMUM ALLOWABLE AREA UNLIMITED (IBC, TABLE 506.2)

ACTUAL AREA (PER STORY) 1630 SQ. M (17,545 SQ. FT.) GROUND FLOOR

1614 SQ. M (17,373 SQ. FT.) UPPER FLOORS

BUILDING AREA IS IN COMPLIANCE

F. ALLOWABLE BUILDING HEIGHT

MAXIMUM ALLOWABLE HEIGHT 55 M (180 FT.) / 12 STORIES (IBC, TABLES 504.3 AND .4)

(SPRINKLERED BUILDING)

ACTUAL HEIGHT 38 M (125 FT.) / 9 STORIES W/2-STORY PENTHOUSE

BUILDING HEIGHT IS IN COMPLIANCE

G. BUILDING SEPARATION AND EXPOSURE PROTECTION

MINIMUM BUILDING SEPARATION DISTANCE OF 30 FT. (9.1 M) TO AN ASSUMED PROPERTY LINE IS REQUIRED SO THAT EXTERIOR WALLS DO NOT REQUIRE A FIRE RESISTANCE RATING (IBC, TABLE 602). ALL BUILDING EXTERIOR WALLS MEET THIS MINIMUM SEPARATION DISTANCE AND ARE NOT REQUIRED TO BE FIRE RESISTANCE RATED.

EXTERIOR WALLS ARE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENING AREA (IBC, TABLE 705.8).

H. FIRE / SMOKE RATING REQUIREMENTS FOR BUILDING ELEMENTS

BUILDING ELEMENT RATING (IBC, TABLE 601)

PRIMARY STRUCTURAL FRAME 2-HR

EXTERIOR BEARING WALLS NA (TABLE 602)

INTERIOR BEARING WALLS 2-HR

FLOOR CONSTRUCTION 2-HR

ROOF CONSTRUCTION 1-HR

NOTES:

1. EXISTING WALL/ROOF CONSTRUCTION MEETS ABOVE NOTED MINIMUM FIRE RESISTANCE RATINGS.

2. EXISTING CONCRETE ENCASED COLUMNS AND BEAMS ARE ASSUMED TO HAVE MINIMUM 40mm CONCRETE

COVER PER APPLICABLE JAPANESE ARCHITECTURAL STANDARD SPECIFICATION (JASS) FOR REINFORCED CONCRETE WORK, JASS 5, AND MEET ABOVE NOTED MINIMUM FIRE RESISTANCE RATINGS FOR PRIMARY

STRUCTURAL FRAME.

3. EXISTING CONCRETE FLOOR CONSTRUCTION DOES NOT MEET ABOVE NOTED MINIMUM FIRE RESISTANCE

RATING, BUT DOES MEET MINIMUM FIRE SEPARATION RESISTANCE RATING NOTED BELOW.

I. FIRE / SMOKE RATED SEPARATIONS AND PARTITIONS

ELEMENT RATING OPENING PROTECTIVE

EXIT STAIRS / SHAFTS 1-HR *1-HR (NFPA 101, 7.1.3.2.1.3.B)

TRASH COLLECTION ROOMS 1-HR AND SPRINKLERS *45-MINUTE (NFPA 101, TABLE 30.3.2.1.1)

MECHANICAL / ELECTRICAL ROOMS1-HR *45-MINUTE (NFPA 101, TABLE 30.3.2.1.1)

CORRIDORS .5-HR *20-MINUTE (NFPA 101, 30.3.6.1.2)

SLEEPING UNIT SEPARATION .5-HR 20-MINUTE (NFPA 101, 30.3.7.2 & 8.3.3.2.2)

FIRE PUMP ROOM 2-HR *1.5-HR (NFPA 20, 4.13.1.1.1)

*NOTES: JAPANESE FIRE DOORS RATED 20/60 MINUTE PERMITTED PER UFC 3-600-01, APPENDIX G.

EXISTING FIRE PUMP ROOM TO REMAIN, BUILDING MECHANICAL ROOM 150.

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 (NFPA 101, 30.3.3.2).

· FLOOR FINISHES SHALL BE MINIMUM CLASS II IN EXIT ENCLOSURES, EXIT ACCESS CORRIDORS, AND OTHER SPACES NOT SEPARATED FROM THEM BY MINIMUM 1/2-HOUR FIRE RESISTIVE CONSTRUCTION (NFPA 101, 30.3.3.3).

· CARPET AND CARPET-LIKE MATERIALS SHALL COMPLY WITH ASTM D2859 (NFPA 101, 10.2.7.1). FLOOR FINISHES OTHER THAN CARPET SHALL HAVE MINIMUM CRITICAL RADIANT FLUX OF 0.10 W/SQ. CM (NFPA 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).

K. FIRE / SMOKE DAMPERS

FIRE DAMPERS, WHERE REQUIRED BY NFPA 90A, WILL BE DYNAMIC TYPE, RATED FOR 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. THERE ARE NO SMOKE DAMPER

REQUIREMENTS PER NFPA 90A.

L. FIRE EXTINGUISHING SYSTEMS

THE FACILITY IS PROVIDED WITH EXISTING WET-PIPE AUTOMATIC FIRE SPRINKLERS THROUGHOUT THE BUILDING. A SUBMERSIBLE FIRE PUMP IS PROVIDED IN THE BUILDING MECHANICAL ROOM TO MEET THE PRESSURE

REQUIREMENTS OF THE EXISTING FIRE SPRINKLER SYSTEMS.

THE FACILITY IS ALSO PROVIDED WITH EXISTING CLASS I MANUAL DRY STANDPIPE SYSTEMS IN THREE OF THE SIX TOTAL EXIT STAIR ENCLOSURES. THE STANDPIPE PRESSURE REQUIREMENTS WILL BE MET BY THE RESPONDING

FIRE DEPARTMENT PUMPER TRUCK THROUGH THE BUILDING FIRE DEPARTMENT CONNECTIONS.

THE EXISTING CLASS II AUTOMATIC WET STANDPIPE SYSTEMS HAVE BEEN TAKEN OUT OF SERVICE AND ABANDONED IN PLACE, ALL HOSE VALVE CABINETS HAVE BEEN SEALED SHUT. THESE WILL BE PARTIALLY

DEMOLISHED AS SHOWN ON THE DRAWINGS.

PORTABLE FIRE EXTINGUISHERS ARE PROVIDED IN EACH DWELLING UNIT.

EXISTING FIRE SPRINKLER AND CLASS I STANDPIPE SYSTEMS ARE NOT IN COMPLIANCE WITH CURRENT UFC 3-600-01 AND NFPA 101 REQUIREMENTS FOR NEW CONSTRUCTION, BUT ARE CURRENTLY ACCEPTABLE TO THE AUTHORITIES HAVING JURISDICTION. THESE WILL BE EXISTING TO REMAIN AND WILL NOT BE UPGRADED TO MEET

CURRENT CODES AND STANDARDS.

EXISTING SPRINKLERS WILL BE RECONFIGURED IN SEVERAL AREAS WHERE NEW ROOMS ARE CONSTRUCTED;

MODIFICATIONS WILL USE EXISTING BRANCH LINES TO REMAIN.

M. WATER SUPPLY ANALYSIS

WATER SUPPLY FLOW TESTING WAS CONDUCTED BY BASE PERSONNEL AND WITNESSED BY THE A/E FIRE

PROTECTION ENGINEER ON 16 MARCH 2018.

TEST HYDRANT: HYDRANT D-42

STATIC PRESSURE 56 PSI (386.1 KPA)

RESIDUAL PRESSURE 46 PSI (317.2 KPA)

FLOW HYDRANTS: MEASURED FLOW: 1062 GPM (4020 LPM) EACH AT HYDRANTS AT D-40, D-41, D-43

944 GPM (3573 LPM) AT HYDRANT D-44

4130 GPM (15,633 LPM) TOTAL FLOW

FLOW AT 20 PSI (138 KPA) 8254 GPM (31,245 LPM)

SYSTEM DEMAND: DESIGN AREA = 280 SQ. M (3000 SQ. FT.)

(EXISTING SPRINKLERS)DESIGN DENSITY = 4.07 LPM / SQ. M (0.10 GPM / SQ. FT.)

REQUIRED FLOW = 1140 LPM (300 GPM)

REQUIRED DURATION = 45 MINUTES

EXISTING STORAGE = 68,000 L (17,960 GAL)

EXISTING FIRE PUMP = 1140 LPM @ 82 M TOTAL HEAD (300 GPM @ 117 PSI)

BASED ON THESE FLOW TEST RESULTS, THE WATER SUPPLY IS ADEQUATE TO MEET THE BUILDING FIRE SPRINKLER

DEMAND THROUGH THE EXISTING BUILDING STORAGE TANK AND FIRE PUMP.

N. FIRE ALARM / MASS NOTIFICATION SYSTEMS

THE FACILITY WILL BE PROVIDED WITH A NEW COMBINED, ADDRESSABLE FIRE ALARM AND MASS NOTIFICATION SYSTEM (FA/MNS). THIS NEW FA/MNS WILL BE CONNECTED TO EXISTING BASEWIDE REPORTING SYSTEM. SMOKE DETECTORS WITH SOUNDER BASE WILL BE PROVIDED IN ALL DWELLING UNITS IN ACCORDANCE WITH UFC AND

NFPA REQUIREMENTS.

THE FACILITY IS ALSO PROVIDED WITH A GIANT VOICE MASS COMMUNICATION SYSTEM CONSISTING OF SEVERAL LOUDSPEAKERS LOCATED IN THE PUBLIC AREAS ON EACH FLOOR. THIS SYSTEM WILL BE EXISTING TO REMAIN.

THERE IS NO REQUIREMENT FOR THIS SYSTEM TO COMMUNICATE WITH OR BE CONNECTED TO THE NEW FA/MNS.

O. DUCT SMOKE DETECTORS

DUCT SMOKE DETECTORS WILL BE INSTALLED DOWNSTREAM OF THE FILTERS AND UPSTREAM OF ANY BRANCH CONNECTIONS IN SUPPLY SYSTEMS HAVING CAPACITY GREATER THAN 2000 CFM. SEE FIRE PROTECTION

DRAWINGS FOR ADDITIONAL INFORMATION.

P. FIRE DEPARTMENT VEHICLE ACCESS

THE FACILITY IS PROVIDED WITH EXISTING 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. ALL FIRE DEPARTMENT VEHICLE ACCESS WAYS WILL BE EXISTING TO REMAIN.

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 IS PROVIDED WITHIN 46 M (150 FT.) OF THE

NEAREST FIRE HYDRANT.

R. EMERGENCY GENERATOR

THE EXISTING EMERGENCY STANDBY POWER SYSTEMS ARE INSTALLED IN ACCORDANCE WITH A COMBINATION OF JAPANESE INDUSTRY STANDARDS, MILITARY HANDBOOK AND NFPA REQUIREMENTS IN EFFECT AT THE TIME OF ORIGINAL CONSTRUCTION (1992). THIS SYSTEM WILL NOT BE MODIFIED OR UPGRADED TO MEET CURRENT UFC AND

NFPA REQUIREMENTS AS PART OF THIS PROJECT.

S. ELEVATOR

NO CHANGES OR MODIFICATIONS TO THE EXISTING ELEVATOR CONTROLS ARE INCLUDED IN THE SCOPE OF THIS PROJECT. ALL EXISTING ELEVATOR CONTROLS AND FIRE ALARM INTERFACES WILL BE RECONNECTED TO THE NEW

FIRE ALARM SYSTEM.

T. EMERGENCY COMMAND CENTER

SINCE THE RENOVATION COST OF THIS PROJECT IS LESS THAN 50% OF THE PROJECTED REPLACEMENT VALUE OF THE FACILITY, THE EMERGENCY COMMAND CENTER REQUIRED FOR NEW HIGH-RISE CONSTRUCTION IS NOT

REQUIRED AND WILL NOT BE PROVIDED IN THIS PROJECT.

U. SMOKEPROOF ENCLOSURES

SINCE THE RENOVATION COST OF THIS PROJECT IS LESS THAN 50% OF THE PROJECTED REPLACEMENT VALUE OF THE FACILITY, SMOKEPROOF ENCLOSURES REQUIRED FOR NEW HIGH-RISE CONSTRUCTION ARE NOT REQUIRED AND WILL NOT BE PROVIDED. EXISTING MANUAL SMOKE EXHAUST SYSTEM HAS NOT BEEN MAINTAINED AND WILL

BE DEMOLISHED AS IT IS NO LONGER REQUIRED.

A. OCCUPANT LOAD

OCCUPANT LOAD FACTORS:

APARTMENT BUILDINGS 18.6 SQ. M (200 SQ. FT.) GROSS / PERSON

ASSEMBLY (CONCENTRATED USE)0.65 SQ. M (7 SQ. FT.) NET /PERSON

GROUND FLOOR OCCUPANCY: 151 SQ. M * 1 PERSON / 0.65 SQ. M= 232 PERSONS

1479 SQ. M * 1 PERSON / 18.6 SQ. M = 79 PERSONS

311 PERSONS

UPPER FLOOR OCCUPANCY: 1614 SQ. M * 1 PERSON / 18.6 SQ. M = 87 PERSONS

B. CAPACITY OF MEANS OF EGRESS

1120 mm MINIMUM CORRIDOR WIDTH REQUIRED (NFPA 101, 30.2.3.3), 1150 mm MINIMUM CORRIDOR WIDTH PROVIDED 1120 mm MINIMUM STAIR WIDTH REQUIRED (NFPA 101, 7.2.2.2.1.2), 1186 mm MINIMUM STAIR WIDTH PROVIDED

MINIMUM EXIT CAPACITY REQUIRED AT GROUND FLOOR

5.0 mm / PERSON FOR LEVEL MEANS OF EGRESS * 311 PERSONS= 1500 mm REQUIRED 4 DOUBLE DOORS @ 1710 mm CLEAR OPENING EACH = 6840 mm PROVIDED

EXIT CAPACITY IS ADEQUATE FROM THE GROUND FLOOR

MINIMUM EXIT CAPACITY REQUIRED AT UPPER FLOORS

5.0 mm / PERSON FOR LEVEL MEANS OF EGRESS * 87 PERSONS= 435 mm REQUIRED

7.6 mm / PERSON FOR STAIRS AND RAMPS * 87 PERSONS = 661 mm REQUIRED

EACH DWELLING UNIT OCCUPANT HAS ACCESS TO 2 CENTRAL EXIT STAIRS AND 1 EXTERIOR EXIT STAIR:

2 CENTRAL STAIR DOORS @ 868 mm CLEAR OPENING EACH = 1736 mm 1 EXTERIOR STAIR DOOR @ 818 mm CLEAR OPENING = 818 mm TOTAL EGRESS DOOR WIDTH PROVIDED = 2554 mm

2554 mm TOTAL DOOR WIDTH * 1 PERSON / 5 mm = 510 PERSON CAPACITY THRU EXIT DOORS

EXIT DOOR CAPACITY IS ADEQUATE FROM ALL UPPER FLOORS

2 CENTRAL STAIRS @ 1236 mm CLEAR OPENING EACH = 2472 mm 1 EXTERIOR STAIR @ 1186 mm CLEAR OPENING = 1186mm TOTAL STAIR WIDTH PROVIDED = 3658 mm

3658 mm TOTAL STAIR WIDTH * 1 PERSON / 7.6 mm = 481 PERSON CAPACITY THRU EXIT STAIRS

EXIT STAIR CAPACITY IS ADEQUATE FROM ALL UPPER FLOORS

EXIT STAIRS ARE THE LIMITING FACTOR IN EGRESS

C. NUMBER OF MEANS OF EGRESS

MINIMUM NUMBER OF EXITS REQUIRED= 2 PER STORY

ACTUAL NUMBER OF EXITS PROVIDED= 3 FROM EACH UPPER STORY (ACCESSIBLE FROM EACH APARTMENT)

5 FROM GROUND FLOOR (ACCESSIBLE FROM EACH APARTMENT)

NUMBER OF MEANS OF EGRESS IS ADEQUATE AND IN COMPLIANCE

D. ARRANGEMENT OF MEANS OF EGRESS

EXITS ARE PROVIDED ON ALL 4 SIDES OF THE BUILDING ON THE GROUND FLOOR.

EXITS ARE ADEQUATELY AND REMOTELY LOCATED.

E. TRAVEL DISTANCE TO EXITS

TRAVEL DISTANCE

MAXIMUM DISTANCE PERMITTED WITHIN DWELLING UNIT = 38 M (125 FT.) (101, 30.2.6.2)

ACTUAL TRAVEL DISTANCE = 17 M (56 FT.)

MAXIMUM DISTANCE PERMITTED FROM DWELLING UNIT TO EXIT = 61 M (200 FT.) (101, 30.2.6.3.2)

ACTUAL TRAVEL DISTANCE = 19 M (63 FT.)

MAXIMUM DISTANCE PERMITTED FROM OTHER THAN DWELLING UNIT= 76 M (250 FT.) (101, 30.2.6.4)

ACTUAL TRAVEL DISTANCE = 27 M (89 FT.)

MAXIMUM TRAVEL DISTANCE FROM GENERAL INDUSTRIAL SPACE= 76 M (250 FT.) (NFPA 101, 40.2.6.1)

ACTUAL TRAVEL DISTANCE (ROOF MECHANICAL ROOM) = 27 M (88 FT.)

COMMON PATH OF TRAVEL

MAXIMUM COMMON PATH OF TRAVEL PERMITTED = 15 M (50 FT.) (101, 30.2.5.3.2)

(OUTSIDE DWELLING UNIT)

ACTUAL COMMON PATH OF TRAVEL(GARBAGE ROOM) = 13 M (43 FT.)

MAXIMUM COMMON PATH OF TRAVEL, GENERAL INDUSTRIAL SPACE= 30 M (100 FT.) (NFPA 101, 40.2.5.1)

ACTUAL COMMON PATH OF TRAVEL(ROOF MECHANICAL ROOM) = 27 M (88 FT.)

DEAD END CORRIDOR

MAXIMUM DEAD END CORRIDOR PERMITTED = 15 M (50 FT.) (101, 30.2.5.4.2)

ACTUAL DEAD END CORRIDOR PROVIDED = 3 M (10 FT)

TRAVEL DISTANCE IS IN COMPLIANCE

F. DISCHARGE FROM EXITS

ALL EXITS DISCHARGE DIRECTLY TO PUBLIC WAY.

EXIT DISCHARGE IS IN COMPLIANCE.

G. ILLUMINATION OF MEANS OF EGRESS

ILLUMINATION OF THE MEANS OF EGRESS WILL BE CONTINUOUSLY PROVIDED. ILLUMINATION WILL BE A MINIMUM OF 10 FT-CANDLES AT THE WALKING SURFACE IN STAIRS AND 1 FT-CANDLE IN ALL OTHER EGRESS PATHWAYS. SEE ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

H. EMERGENCY LIGHTING

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

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

S

L E

O P

O L

D

S V

L S

W D

LP001

R E

P A

IR

F

A M

IL

Y

H O

U S

IN

G

B

(T O

W E

R

M

IS

A W

A A

B , J

A P

A N

Q K

K A

F A

-1

-F -0

JA

N

U A

R Y

SHEET

IDENTIFICATION

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S O

L

IC

IT

A

T

IO

N N

O

D A

T E

C O

N T

R A

C T

N O

S

U B

M

IT

T E

D B

Y

U .S

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

E

E R

C E

N T

E R

O T

IE

R

S

H J

O

IN

T V

E N

T U

R E

N

M

A Y

F A

IR

R

O A

D S

U

IT

E

M

IL

W A

U K

E E

W

I

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T

IM

O T

H Y

W E

N D

T

SHEET OF 295

LeopoldS Snapshot

Wx

W x

Wx

Wx

Wx

W x

W x

Wx

W x

W x

W x

W x

W x

W x

W x

B116

B178

W

EXISTING FIRE LANE

PRIMARY FIRE DEPARTMENT

BUILDING ACCESS

EXISTING DRY CLASS I

STANDPIPE FDC

EXISTING DRY CLASS I

STANDPIPE FDC

EXISTING SPRINKLER

SYSTEM FDC

EXISTING FIRE PUMP

ROOM ACCESS

BUILDING SEPARATION TO ASSUMED

PROPERTY LINE FOR LIFE SAFETY

EVALUATION PURPOSES

EXISTING FIRE LANE

EXISTING WATER

PIPING

EXISTING FIRE

HYDRANT

EXISTING REMOVABLE

BOLLARDS

EXISTING REMOVABLE

BOLLARDS

EXISTING FIRE HYDRANT

L

IF

E S

A F

E T

Y S

IT

E

P L

A N

SCALE:

LIFE SAFETY SITE PLAN

1:1501 0 3000 6000 12000

S

L E

O P

O L

D

S V

L S

W D

LP100

R E

P A

IR

F

A M

IL

Y

H O

U S

IN

G

B

(T O

W E

R

M

IS

A W

A A

B , J

A P

A N

Q K

K A

F A

-1

-F -0

JA

N

U A

R Y

SHEET

IDENTIFICATION

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S O

L

IC

IT

A

T

IO

N N

O

D A

T E

C O

N T

R A

C T

N O

S

U B

M

IT

T E

D B

Y

U .S

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

E

E R

C E

N T

E R

O T

IE

R

S

H J

O

IN

T V

E N

T U

R E

N

M

A Y

F A

IR

R

O A

D S

U

IT

E

M

IL

W A

U K

E E

W

I

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T

IM

O T

H Y

W E

N D

T

SHEET OF 295

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 EXIT (mm)TD

WET PIPE SPRINKLER RISER

STANDPIPE HOSE VALVE

SPRINKLER FLOOR CONTROL VALVE ASSEMBLY

FIRE PUMP W/ELECTRIC DRIVER

FIRE DEPARTMENT CONNECTION, DRY STANDPIPE

FIRE DEPARTMENT CONNECTION, SPRINKLER

DRY STANDPIPE RISER

COMMON PATH OF TRAVEL (mm)CPT

DEAD END CORRIDOR (mm)DEC

E ELEVATOR IN NON-COMBUSTIBLE SHAFT

A

A.0

B

C

D

E

F

G

G.0

00 02 03 04 05 06 07 08

1F UNIT STO 1

1F ELEC

1F UNIT STO 2

ELEV

ELEV SHAFT

PIPE SPACE

CART RM

ST-2

STAIR 2

ST-2

STAIR 2

MULTIPURPOSE

RM

LOBBY

MP KITCHENETTEUA03

KITCHEN

UA01

ENTRY UA05

LAUNDRY

UA06

LIVING-DINING

UA17

BEDROOM 3

UA07

HALL

UA09

BATH

UA13

MST BATH

UA14

BEDROOM 2

UA10

MST BEDROOM

BALCONY

UA06

LIVING-DINING

UA14

BEDROOM 2

UA10

MASTER

BEDROOM

UA17

BEDROOM 3

UA09

BATH

UA13

MASTER BATH

UA07

HALL

UA03

KITCHEN

UA01

ENTRY

UA05

LAUNDRY

1F HALL

ENTRANCE 2

ENTRANCE 1

GARBAGE

MAIN ELEC RM

GENERATOR RM

WS-A

WING STAIR A

WS-D

WING STAIR D

WS-C

WING STAIR C

WS-B

WING STAIR B

1F STORAGE

MAIN MECH RM

1F STO

TD=15,200

TD=16,800

TD=18,100

TD=28,650

TD=26,000

CPT = 13,000

TD=15,000

CPT = 15,000

EXIT CAPACITY =

342 PERSONS

EXIT CAPACITY =

342 PERSONS

EXIT CAPACITY =

169 PERSONS (TYP)

EXIT CAPACITY =

353 PERSONS

EXIT CAPACITY = 342

PERSONS (TYP)

EXIT CAPACITY =

173 PERSONS

STAIR CAPACITY = 156

PERSONS (TYP)

EGRESS TYPICAL FOR

ALL DWELLING UNITS

TD=19,900

E

E

L

IF

E S

A F

E T

Y P

L A

N

F

IR

S T

F L

O O

R

KEYNOTES

1 EXISTING ELECTRIC FIRE SPRINKLER PUMP TO REMAIN.

2 EXISTING CLASS II STANDPIPE PUMP IS OUT OF SERVICE

AND ABANDONED IN PLACE.

SCALE:

LIFE SAFETY PLAN - FIRST FLOOR

1:1501 0 3000 6000 12000

S

L E

O P

O L

D

S V

L S

W D

LP101

R E

P A

IR

F

A M

IL

Y

H O

U S

IN

G

B

(T O

W E

R

M

IS

A W

A A

B , J

A P

A N

Q K

K A

F A

-1

-F -0

JA

N

U A

R Y

SHEET

IDENTIFICATION

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S O

L

IC

IT

A

T

IO

N N

O

D A

T E

C O

N T

R A

C T

N O

S

U B

M

IT

T E

D B

Y

U .S

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

E

E R

C E

N T

E R

O T

IE

R

S

H J

O

IN

T V

E N

T U

R E

N

M

A Y

F A

IR

R

O A

D S

U

IT

E

M

IL

W A

U K

E E

W

I

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T

IM

O T

H Y

W E

N D

T

SHEET OF 295

B116

B117

B

B

Y E

LLO

W

S T

O N

E D

R

B

B

B

B

B186

B

B

S H

E N

A N

D O

A H

D R

N

A

A.0

B

C

D

E

F

G

G.0

00 02 03 04 05 06 07 08

T16

TYP UNIT STO 1

T14

TYP ELEC RM

T17

TYP UNIT STO 2

T11

TYP PIPE SPACE

_ST-1

STAIR 1

_ST-2

STAIR 2

_ST-2

STAIR 2

UA03

KITCHEN

UA06

LIVING-DINING

UA17

BEDROOM 3

UA14

BEDROOM 2

UA10

MASTER

BEDROOM

UA07

HALL

UA09

BATH

UA13

MASTER BATH

UA01

ENTRY

UA05

LAUNDRY

BALCONY

UA03

KITCHEN

UA01

ENTRY UA05

LAUNDRY

UA06

LIVING-DINING

UA17

BEDROOM 3

UA07

HALL

UA09

BATH

UA13

MST BATH

UA14

BEDROOM 2

UA10

MST BEDROOM

BALCONY

UA06

LIVING-DINING

UA14

BEDROOM 2

UA10

MASTER

BEDROOM

UA17

BEDROOM 3

UA09

BATH

UA13

MASTER BATH

UA15

BR2 CLO 1

UA03

KITCHEN

UA01

ENTRY

UA05

LAUNDRY

T13

TYP HALL

T13

TYP HALL

BALCONY

T19

MECH

TD=16,800

TD=15,200

NEW MECHANICAL ROOM

AT FLOORS 2, 5 & 8 ONLY

TD=22,800

DEC=2060

STAIR CAPACITY = 156

PERSONS (TYP)

STAIR CAPACITY = 162

PERSONS (TYP)

EGRESS TYPICAL FOR

ALL DWELLING UNITS

TD=17,900

E

E

LP102

L

IF

E S

A F

E T

Y P

L A

N

T Y

P

IC

A L

F L

O O

R

-8

SCALE:

LIFE SAFETY PLAN - TYPICAL FLOOR (2-8)

1:1501 0 3000 6000 12000

S

L E

O P

O L

D

S V

L S

W D

R E

P A

IR

F

A M

IL

Y

H O

U S

IN

G

B

(T O

W E

R

M

IS

A W

A A

B , J

A P

A N

Q K

K A

F A

-1

-F -0

JA

N

U A

R Y

SHEET

IDENTIFICATION

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S O

L

IC

IT

A

T

IO

N N

O

D A

T E

C O

N T

R A

C T

N O

S

U B

M

IT

T E

D B

Y

U .S

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

E

E R

C E

N T

E R

O T

IE

R

S

H J

O

IN

T V

E N

T U

R E

N

M

A Y

F A

IR

R

O A

D S

U

IT

E

M

IL

W A

U K

E E

W

I

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T

IM

O T

H Y

W E

N D

T

SHEET OF 295

B116

B117

B

B

Y E

LLO

W

S T

O N

E D

R

B

B

B

B

B186

B

B

S H

E N

A N

D O

A H

D R

N

A

A.0

B

C

D

E

F

G

G.0

00 02 03 04 05 06 07 08

9F UNIT STO 1

9F ELEC

9F UNIT STO 2

ELEV

ELEV SHAFT

9F PIPE SPACE

ST-1

STAIR 1

_ST-2

STAIR 2

STAIR RM

UA03

KITCHEN

UA06

LIVING-DINING

UA17

BEDROOM 3

UA14

BEDROOM 2

UA10

MASTER

BEDROOM

UA07

HALL

UA09

BATH

UA13

MASTER BATH

UA01

ENTRY

UA05

LAUNDRY

BALCONY

UA03

KITCHEN

UA01

ENTRY UA05

LAUNDRY

UA06

LIVING-DINING

UA17

BEDROOM 3

UA07

HALL

UA09

BATH

UA13

MST BATH

UA14

BEDROOM 2

UA10

MST BEDROOM

BALCONY

UA06

LIVING-DINING

UA14

BEDROOM 2

UA10

MASTER

BEDROOM

UA17

BEDROOM 3

UA09

BATH

UA13

MASTER BATH

UA07

HALL

UA03

KITCHEN

UA01

ENTRY

UA05

LAUNDRY

9F HALL

9F HALL

TD=16,800

TD=15,200

TD=17,900

TD=22,800

DEC=2060

STAIR CAPACITY = 156

PERSONS (TYP)

STAIR CAPACITY = 162

PERSONS (TYP)

EGRESS TYPICAL FOR

ALL DWELLING UNITS

E

E

LP103

L

IF

E S

A F

E T

Y P

L A

N

N

IN

T H

F L

O O

R

SCALE:

LIFE SAFETY PLAN - NINTH FLOOR

1:1501 0 3000 6000 12000

S

L E

O P

O L

D

S V

L S

W D

R E

P A

IR

F

A M

IL

Y

H O

U S

IN

G

B

(T O

W E

R

M

IS

A W

A A

B , J

A P

A N

Q K

K A

F A

-1

-F -0

JA

N

U A

R Y

SHEET

IDENTIFICATION

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S O

L

IC

IT

A

T

IO

N N

O

D A

T E

C O

N T

R A

C T

N O

S

U B

M

IT

T E

D B

Y

U .S

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

E

E R

C E

N T

E R

O T

IE

R

S

H J

O

IN

T V

E N

T U

R E

N

M

A Y

F A

IR

R

O A

D S

U

IT

E

M

IL

W A

U K

E E

W

I

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T

IM

O T

H Y

W E

N D

T

SHEET OF 295

B116

B117

B

B

Y E

LLO

W

S T

O N

E D

R

B

B

B

B

B186

B

B

S H

E N

A N

D O

A H

D R

N

C

D

E

03 04 05

PH2-1

ELEV MACH RM

PH2-2

MECH TANK RM

_ST-1

STAIR 1

CPT=15,000

STAIR CAPACITY = 162

PERSONS (TYP)

03 04 05 06

R02

ROOF MECH 2

PH1-4

PH1 FAN 1

PH1-3

PH1 MECH

ELEV

ELEV SHAFT

PH1-1

PH1 LOBBY

R01

ROOF MECH 1

PH1-2

PH1-PIPE ROOM

_ST-1

STAIR 1

PH1-5

PH1 STORAGE

PH1-6

PH1 FAN 2

R03

ROOF MECH A

CPT=27,000

TD=27,000

STAIR CAPACITY = 162

PERSONS (TYP)

E

E

C

D

E

LP104

L

IF

E S

A F

E T

Y P

L A

N

P E

N T

H O

U S

E S

SCALE:

LIFE SAFETY PLAN - PENTHOUSE 1

1:1501 0 3000 6000 12000

SCALE:

LIFE SAFETY PLAN - PENTHOUSE 2

1:1502 0 3000 6000 12000

S

L E

O P

O L

D

S V

L S

W D

R E

P A

IR

F

A M

IL

Y

H O

U S

IN

G

B

(T O

W E

R

M

IS

A W

A A

B , J

A P

A N

Q K

K A

F A

-1

-F -0

JA

N

U A

R Y

SHEET

IDENTIFICATION

D E

S

IG

N E

D B

Y

D W

N B

Y

C K

D B

Y

S O

L

IC

IT

A

T

IO

N N

O

D A

T E

C O

N T

R A

C T

N O

S

U B

M

IT

T E

D B

Y

U .S

A

IR

F

O R

C E

C

IV

IL

E

N G

IN

E

E R

C E

N T

E R

O T

IE

R

S

H J

O

IN

T V

E N

T U

R E

N

M

A Y

F A

IR

R

O A

D S

U

IT

E

M

IL

W A

U K

E E

W

I

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

FINAL DESIGN

SIGNED

THIS WORK WAS PREPARED

BY ME OR UNDER MY

SUPERVISION

T

IM

O T

H Y

W E

N D

T

SHEET OF 295

B116

B117

B

B

Y E

LLO

W

S T

O N

E D

R

B

B

B

B

B186

B

B

S H

E N

A N

D O

A H

D R

N

TOWER 116 KEY PLAN