09-979-005*goo 046 W W 66490 too
0410 •
to
F
MUM I 10C DAKIM
PLAN
FIFTH FLOOR OVERALL LIFE SAFETY PLAN NORTH
8/ 0 81 16' 24'
LIFE SAFETY PLAN LEGEND
EXIT CALCULATIONS
EXISTING TO REMAIN
NEW CONSTRUCTION
EXISTING ONE—HOUR RATED FIRE BARRIER -1HR .. .
EXISTING ONE—HOUR RATED SMOKE BARRIER
EXISTING TWO—HOUR RATED FIRE BARRIER "m m rr, m " "221"1R r
0CP, LD.
(PERSONS)
EXISTING TWO—HOUR RATED (SHAFTWALL) BARRIER AFT m-
TOTAL EXIT
CAP. PROVIDED
EXISTING TWO—HOUR RATED SMOKE BARRIER rm P.!r im r2 H R Sr- x K
FIFTH
ONE—HOUR RATED FIRE BARRIER • • • -1 HR - a • •
ONE—HOUR RATED SMOKE BARRIER mm=ml HIRS-
SLEEPING
TWO—HOUR RATED FIRE BARRIER =mm2HR=mm
OFFICE
TWO—HOUR RATED (SHAFTWALL) BARRIER � SFT�
LEVEL
TWO—HOUR RATED SMOKE BARRIER mmmmm■2lIRS�mm
FIRE DEPARTMENT VALVE FDV
FIRE DEPARTMENT VALVE CABINET FDVC
COMP'T
FIRE EXTINGUISHER FE
(PERSONS)
FIRE EXTINGUISHER CABINET FEC
SMOKE COMPARTMENT CALCULATIONS
FIRE HOSE CABINET FHC
(120 S.F./P)
FIRE HOSE CABINET WITH FIRE EXTINGUISHER FHC W/FE
(100 S.F./P)
FIRE INDICATOR LIGHT CEILING MOUNTED El
FIRE LIGHT E9
FIRE—HORN E81
SMALLEST
VISUAL FIRE ALARM FyFA]
5A
FIRE ALARM BELL @
-----
SMOKE COMPARTMENT DESIGNATION
CLEAR WIDTH OF EGRESS DOOR (IN INCHES)
TRAVEL DISTANCE TO EXIT DOOR
TRAVEL DISTANCE TO DOOR INTO
ADJACENT SMOKE COMPARTMENT
CONTRACTOR'S ACCESS
EXIT LIGHTS
44"
135' -6"
1
143 - 4 11
let (31 m F0{
(�`OVA,MJIT-DARE COIUN-n,"
, "� -F Mi, - E D E PA R, TIN 7, N T
LIFE SAFETY CALCULATIONS
EXIT CALCULATIONS
COMPARTMENT
AREA (S.F.)
0CP, LD.
(PERSONS)
EXIT CAP. PROVIDED
(INCHES)
TOTAL EXIT
CAP. PROVIDED
FIFTH
FLOOR
SLEEPING
NON-SLEEPING
OFFICE
STAIR
LEVEL
COMP'T
(1201240)
(PERSONS)
SMOKE COMPARTMENT CALCULATIONS
(120 S.F./P)
(240 S.F./P)
(100 S.F./P)
SMALLEST
5A
10,834
-----
-----
10.834 240.90
44 / 03 x 147
42 / 0.2 = 210
357
ADJACENT COMP'T
515
-----
11,161
1,926
11,111 240 = 47
1,9261100 - 19
$2 10.3 = 293
84 / 0.2 = 420
713
COMPARTMENT
OCCUPANT
ADJACENT
NO. OF
AREA (S.F.)
OCCUPANTS
REFUGE
5C
10,492
10,4$2 100 = 105
IS 10.3 z 293
84 / 0.2 = 420
713
COMP'T
LOAD
SMOKE
AREA
SLEEPING
NON-SLEEPING
OFFICE
AREA
SLEEPING
NON-SLEEPING
(120 S. RIP)
(240 S.F./P)
(100 S. RIP)
(PERSONS)
COMP'T
(S.F.)
(30 S.F./P)
(6 S.F./P)
I
I
5A
10,834
.• ...
10,9341240 =90
513
515
1 13,087
-----
13,097A-2,191
COMPLIES
515
11,161
1,926
11 101/240 - 47
1,;21 / 100 - Is
5A,5
5C
10,482
10,492/30 =349
.....
COMPLIES
5C
.....
.....
10,482 1
10.482 /100 -105
513
515
13,087
-----
13,087 / I = 2.1$1
COMPLIES
TOTAL EXIT CAPACITY (PERSONS) 201 IS LESS THAN 1783
ENGINEERING
FOR ARCHITECTURE
255 S. Orange Avenue
Suite 1600
Orlando, Florida 32801
PH: 407.841.9050
www.tic-engineers.com
E B #0000015
0 Copyright 2009 TLC Engineering for Architecture, Inc.
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Consultant:
G R E S H A M
S M I T H A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034/EB0003806
IB26000797
Revisions:
No. Date Description
Seal LUIS CANO
AR-0015894
Project No.:
109355
Issue Date:
10/09/2009
Drawn By:
Approved By:
Scale:
Drawing Title:
F IFTH FLOOR -
OVERALL
LIFE SAFETY PLAN
Drawing No.:
A19.9;