09-962-002lN-1, LANDHNK,
I
. /21" DRAIN LINE
F)EER CI_AtvIP
(TYP 1 CAL' )
HN 1. LAN l')u,1;.
PEN TO ABOVE
WINGSEMBLY
Ir
VF P's
PEN TO ABOVE
TYPCAL FLOOR-
C11-'UNTROL ASSEMBLY
PEN TO AB❑\,
FLOOR C',ONTIR01
VA. ASSEMBLY
@ /1,FF (U.N.O.)
N TS (FOR REFERENCE ONLY)
F -SEE -LAYOUT 6RAW1NGS FOR SIZE AND LOCATION
U
SERVICE
ELEC
N TO �7 ENT
Mpg A/
F_ 7-
A,�P
ii M P
X
I j
MAIL
7
k S RU MPI
nox
\0 UP — ------
SCREENED LOBBY
----------
NI
II
NO, DATE
1 3/18/09
7-1�
� II
III
0 E 77 �1 4' 1
z
4
4 1 PARKING
4'
-iq
4' 4 4' UJI 4'
11_10 20-0 8-8 11-4
-
Z� cu
-1
I FAT J, i A j1, k
R ETAI L
/A
0� _-EXISTING-V- UNDERGROUN %10
DIN 6' TO BASEMENT 0- 7-0
soy ges
b'
ALL 911
ALARM FLOW BE I
OTH, TY, d N E.. I L
CALL
B 4� i _L L _7 _L L L VA
VIM
J_ Joe dov-11
%Q C00
T_
\c1\
--i- 7- 1
II III II II
DERGRIIUND
DER ROADWAYS
�CTOR ASSEMBLY DETAIL
-IAIN
DOW
4'
All
(T
6" BACKFLOW DETAIL
4'
T
7--
UP
i9 I
FIRE PROTECTION OF THIS BU f,- D.. NI 5 IS, DESIGNED
WITH TOTAL COVERAGE ❑F oul-r❑l IRE SPRINK ER
SYSTEM COMBINED WITH A r IT I\'JI N U AL STANDPIPE
SYSTEM AS PRESCRIBED IN 0�j F ORIdj�) BUILDING CODE
I I I I
PARAGRAPH 9,3,1 EXCEPTION #5I,
S0HEE>UL_E
I . 6 , AMES 3000ss DOUBLE
CHECK DETECTOR ASSEMBLY
2. 6' OS&Y VALVE \./ /TAMPER
(WIRING BY OTHERS)
3. 6' FLANGED 90' ELL
4, 21 ADJU STIBLE STAND
ON CONCRETE PAD
5. 6'x 6' - 0 FLANGED
SPIGOT-C , I,F.
6. CONCRETE PAD
(TO BE INSTALLED BY OTHERS>
7. THRUST BLOCKS AND/OR MEGALUG
RESTRAINTS PER NFPA 24
13, 6' M.J. BEND
9.6' r_900 FROM CITY
Q. POST INDICATOR VALVE W/TAMPER
(WIRING BY OTHERS)
POST INDICATOR GATE VALVE
26' C900 TO SYSTEM/ FIRE PUMP
N.T.S.
cr
I. 4Yx2Y,'x21a' 90 YARD TPE FTC
.7 .3 4)
Sign shall indicate the following: I
2. 4,x0-6' SCHEDULE
1) The location of the two hydraulically most remote hose� connections.
40
.6A.1VANIZFD
(GROOVED T I R ADED)
i
(1).
3) The design residual inlet and outlet pressures for th
3. 4 iGROOVED CHECK VALVE:
4) The design static pressure and the design system d4band.
1 :1
4. 4 GROOVED COUPLING
I,
i 11
I
"0 61
5. 4*X6 -0 GA Ll VANIZED SCHEDULE-
40
(ROOVED X (LAIN SPOOL PIECE)
(GROOG VED
DIXIE B UtDl
N G
4f M.J. BFNID OR M.J. TEE
5965 & 5970
'I
7. T�IRUST BLOCKS AND/OR MEGIAL
G
RESTRAINTS PER NFPA 24
SOUTH MIAMI,
FLORIDA 33133
a.4' C-900 FROM SYSTEM
4" FIRE DEPT, CONNECTION IJEITAIL
SIGN AT FIRE DEPT CONNECTION PER NFPA 14 SECT-
.7 .3 4)
Sign shall indicate the following: I
1) The location of the two hydraulically most remote hose� connections.
2) The design flow rate for the Connections identified inI
6.71�
(1).
3) The design residual inlet and outlet pressures for th
connections.
4) The design static pressure and the design system d4band.
PROJECT
I,
I I
I
(K 11
_7=_ t
it I
II
II
II
II I
II I
II
M it
o ii
3,
4-
8-9 0
2
Go 4'
I
BOR N
PARKING 7--
A
EW 2�' DR� j
- ----- --NEV-4 -R131 k
4' 4- 4' 4, - -NEW-
.,D. v
_9� 14-2� 10-7 9-5 CONTR VA LE
o & CHE VA VE
ON E 19 1�1� /ELS
co
I N.T.S.
im
9
PIETY LINE
T.
rl" i
z
,V)
s®
" - V t 1 L,;,094,
V
11WW" '00
Nv
—PUBLIC SIDEWAL
qV lot
14
CT
lih-
RETAIL. w NEW 4' F.D.
WITHIN 150' OF HIDRANT w
Mil u
NE V P.I. v CENTURY FIRE ti
L3 07* L-3 0 300
,I , POINT OF CONNECTION�
NE V 6' BACKI v
FLOW EXISTING BY W,AS,A
4-
GROUND FL FIRE SPRINKLER PLAN
SCALE 3/32 '-o
REVISIONS BY WATER SUPPLY INFORMATION SYT'EM No� DESIGN CRITERIA
SUBMIT FOR APPROVAL MAL 112FIVIC PRIL_'_� SUR,E 67 PS31
RE',IDUAL PRESSURE 59 PSI DESIGN AR\EA
PITOI HFADIING 24 PDN'SIFY
FLM'i NI 1384 GPIM DESIGN AREA S.F.
.. . . ..... .
0,`kTF OF 151- GPM REO) @ CHY MAIN
IfJL OF 1,E)f 16:50 HOURS PSI REO'D w CHY MAN
MIAMI DADE _F_1_R_E_ RESCUE DEPARFNI-E—rif -1 AREA
103`1 S I R'E'A M N`S'l 0 E / 0 U 11) E
--- --- --- A- N-F -L- -011-/ \T 1-0 N- 5966 S. DIXIE H1GIINA't
PROPETY LINE
SPRINKLERS/ SPACING
I Awn,1111.
B I - N 1' 2 3 4 ROOF SIZIF K' 'IF E M P DESCRIP HON SIIN 'vUHMIUM ---ntury
0 0 0 0 T3, —3, _0 ---172- 5. - 6 --- - 1T�.qi�CIv;fy--FRB" WHITE SEM1-REC--PENDENT---- TY323-1 - 15'-X 15'---6'--X---6' - U t� P. -i, Inc-
Fire, Pro�ecboi
5.6 155* TYCO "TY-FRB" BRASS UPRIGHT TY3131 13' X 10" 6' X 6'
0 4 6 0 0 1/2"
c 0 0 0 0 18 18 1 0 3/4" 11,2 TYCO "EC-11" WHITE SEMI-REC PENDENT TY5237 20'X 20' 8' X 8'
0 85 76 85 61 62 62 0 3/4" 11.2 155' TYCO "EC-11" BRASS UPRIGHT TY5137 20' X 20' 8' X 8'
MIAMI OFFICE
2 0 0 0 0 0 1/2" 5.6 286' TYCO "TY-FIRB" BRASS SIDEWALL TY3331 15' X 15' 6' X 6' 8119 N.W. 33 STREET
- --- - - - - -- - - - --
Miami, Florida 33122
------ ___._____.________ - - ---- 305-639-9946
T OTj\[
91 1 82� 8� -L 61 84 86 4 1 FIER 1-1-OOR 305-718-4487 Fax
'51--'] T __ -- --- --- --
Rx
10vok-k-0-
J_
el
PROJECT
INSPECTOR
VERIFY THAT THE BEAMS ARE NOT AN OBSTRUCTION
TO THE SPRINKLER SPRAY PATTERN.
"0 61
SPRINKLERS/ SPACING
I Awn,1111.
B I - N 1' 2 3 4 ROOF SIZIF K' 'IF E M P DESCRIP HON SIIN 'vUHMIUM ---ntury
0 0 0 0 T3, —3, _0 ---172- 5. - 6 --- - 1T�.qi�CIv;fy--FRB" WHITE SEM1-REC--PENDENT---- TY323-1 - 15'-X 15'---6'--X---6' - U t� P. -i, Inc-
Fire, Pro�ecboi
5.6 155* TYCO "TY-FRB" BRASS UPRIGHT TY3131 13' X 10" 6' X 6'
0 4 6 0 0 1/2"
c 0 0 0 0 18 18 1 0 3/4" 11,2 TYCO "EC-11" WHITE SEMI-REC PENDENT TY5237 20'X 20' 8' X 8'
0 85 76 85 61 62 62 0 3/4" 11.2 155' TYCO "EC-11" BRASS UPRIGHT TY5137 20' X 20' 8' X 8'
MIAMI OFFICE
2 0 0 0 0 0 1/2" 5.6 286' TYCO "TY-FIRB" BRASS SIDEWALL TY3331 15' X 15' 6' X 6' 8119 N.W. 33 STREET
- --- - - - - -- - - - --
Miami, Florida 33122
------ ___._____.________ - - ---- 305-639-9946
T OTj\[
91 1 82� 8� -L 61 84 86 4 1 FIER 1-1-OOR 305-718-4487 Fax
'51--'] T __ -- --- --- --
PROJECT
5966 SOUTH
DIXIE B UtDl
N G
5965 & 5970
S. DIXIE HIGHWAY
SOUTH MIAMI,
FLORIDA 33133
DAN":
3/20/09
SYSILM ND.
F3y: MIKE LANDESTOY
AS NOTED
CIIECKEI) BY:
MIKE LANDESTOY
AKJ�
SOUTH MIAMI &
,IIAMI DADE
493
FP -2 0!
II 9