07-988-005(C"
DODO 3OX428 1.75
IMPORTANT
CONTRACT RESPONSIBILITIES
IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE OWNER'S
ITEM
RESP.
RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER
CITY CONNECTION
N.I.C.
SYSTEMS AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER
CA OF PIPE BELOW BOO
CA OF PIPE ABOVE REF.
®
TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS.
UNDERGROUND
S . G .
THIS DRAWING AND THE INFORMATION AND DESIGN APPLICATION HEREIN
EXCAVATIONS
S . G .
CONTAINED IS THE PROPERTY OF GRINNELL FIRE PROTECTION SYSTEMS
BACKFILL
S . G .
COMPANY, INC. AND /OR ITS SUBSIDIARIES AND IS LOANED UPON EXPRESS
WIRING
N.I.C.
CONDITIONS THAT THE SAME BE RETURNED TO GFPS UPON REQUEST; ALL
PAINTING
N.I.C.
INFORMATION HEREIN CONTAINED SHALL BE TREATED AS SECRET, AND
FIRE DEPT.CONN.(SIDEWALK)
Al
CONFIDENTIAL; NO REPRODUCTION OF THIS DRAWING OR ANY PART
ALARM VALVE (ALV)
THEREOF SHALL BE MADE WITHOUT WRITTEN CONSENT OF GFPS.
f-
HANGER
CREATED BY THE GRINNELL DESIGN SYSTEM, "ALL RIGHTS RESERVED ".
DRY PIPE VALVE
KEY GATE SECTIONAL VALVE
COPYRIGHT BY GRINNELL CORPORATION 1990.
UNION
--0I
MANUF. MODEL STYLE I NPT I K ORIFICE TEMP(' F) RESPONSE FI
TYCO Ty-Fflg (lend rd I VX 15.6 1 112' I 13d I C1R 0
TYCO I Ty-M I Upri It I I2' 116 1 12' I 135 I on E
R ,
k
r
ESCUTCHEON
HYDRAULIC — SYSTEM
This building is protected
by a Hydraulically Designed
SYMBOLS
Location I 5th. FLOOR
q0
CEILING HT. ABOVE REF. -�4
GATE VALVE(SEE NOTES) t�. ELECTRIC BELL
*13
12 -4
CA OF PIPE BELOW BOO
CA OF PIPE ABOVE REF.
®
FIRE HOSE ASSEMBLY
D WATER MOTOR GONG (WMG)
5829 SW 73rd STREET DRAWN BY:
l�J
[F
FLOW SWITCH (FS).
FIRE DEPT.CONN.(STANDARD)
0
HYDRAULIC REF. POINT
MONITOR SWITCH
' FIRE DEPT.CONN.(FLUSH)
2
2
LINE DESIGNATION
HYDRAULIC DESIGN DATA MIRAMAR, FL
BUTTERFLY VALVE
FIRE DEPT.CONN.(SIDEWALK)
Al
MAIN DESIGNATION
ALARM VALVE (ALV)
-�- POST INDICATOR VALVE (PIV)
f-
HANGER
3
DRY PIPE VALVE
KEY GATE SECTIONAL VALVE
-N--
UNION
--0I
WAFER CHECK VALVE
WITH ROADWAY BOX
--0-
GROOVED COUPLING (GC)
-
SWING CHECK VALVE
Q FIRE HYDRANT (3 WAY)
—i
SCREWED CAP
®
SYSTEM RISER
THRUST BLOCK
—�D
GROOVED CAP
-t
INSPECTOR'S TEST
�..�. 2 &4 WAY SEISMIC BRACING
—4
SCREWED PLUG
-b-
GLOBE VALVE (LO IGH)ELEVATION CHANGE IN PIPE
-
-J--
FLANGED CONNECTION
-f'
ANGLE VALVE
(NOT THROUGH FLOOR)
MANUF. MODEL STYLE I NPT I K ORIFICE TEMP(' F) RESPONSE FI
TYCO Ty-Fflg (lend rd I VX 15.6 1 112' I 13d I C1R 0
TYCO I Ty-M I Upri It I I2' 116 1 12' I 135 I on E
R ,
k
r
ESCUTCHEON
HYDRAULIC — SYSTEM
This building is protected
by a Hydraulically Designed
Automatic Sprinkler System.
Location I 5th. FLOOR
No. of Sprinklers +:
Basis of Design
1. DENSITY 1.15 GPM /S0. FT.
2 DESIGNED AREA DISCHARGE 1500 SQ. FT
System Demand
1. GPM DISCFNRGE 1502.1 GPM
2 RESIDUAL PRESSURE AT THE 20 0 PSI
BASE OF THE RISER
[South Miami Parking Garage
5829 SW 73rd STREET DRAWN BY:
l�J
J
a �.
ROD COUPLING POWDER DRIVEN
STUD
318 ". A'-!-. T11REHAD ROD
kiffic
SkRfiESSION_ SYSTEM _APPROVED -BY
MIAMI -DADE COUNTf FIRE DEPARTMENT
Sf Rig' L[:-R I.D. NO.4 7 3 o 0 7
4" & SMALLER
HANGER RING
HANGER
- NO SCALE -
SPRINKLER DETAIL
- NO SCALE -
L. TRIANA & ASSOCIATES, INC.
CONSULTING ENGINEERS
CERTIFICATE OF AUTHORIZATION: 26644
5151 S.W. 98th AVE RD
MIAMI, FLORIDA 3316�
v6
tyG'O F %re 8i p
.S% /exGrinne //
Secur %ty N1 Rtt:HIIMMRrD
LOCAL OFFICE:
SimplexGrinnell
16550 Com erc P rkwa
Miramar, F on a 302
Ph: 954- 431 -3100 Fax 954 - 435 -6650
Florida f yjs_Atiep, No.
ABBREVIATIONS
BOB BOTTOM OF BEAM
800 BOTTOM OF DECK
BOP BOTTOM OF PIPE
FDC FIRE DEPT. CONNECTION
HV HOSE VALVE
N&C NIPPLE AND CAP
NIC NOT IN CONTRACT
NTS NOT TO SCALE
081 OPEN BAR JOIST
PRV PRESSURE RED. VALVE
RM ROOF MANIFOLD
SP
TOO TOP OF BEAM
TOP TOP OF PIPE
TOS TOP OF STEEL
UNO UNLESS NOTED OTHERWISE
APPROVALS
NOTES
SYMBOL
QTY.
El
OUT I N
OUT I N OUT IN
5829 SW 73rd STREET DRAWN BY:
l�J
78
MIAMI, FLORIDA 33143.
2
R E V I S 1 0 N S
CONTRACT WITH:
DESCRIPTION: RM MTECWN PLAN, THESE PLANS PREPARED AT:
HYDRAULIC DESIGN DATA MIRAMAR, FL
REM. AREA
NAME/No. HAZARD CLASSIFICATION
DENSITY AREA OF HOSE SO. FT. TOTAL SYSTEM REQUIREMENTS ENGINEERING DEPARTMENT
GPM /SQ.FT. APPU LL
C. ALLOW. /HD. GPM PSI AT
2 0RD.HAZ.GP.2
.20 1500 250 130 5RX5 48.721 TEST CONTRACT N0:
90%852801
DATE:
O5-i9 -O6
3
06 -21 -07
JGJ
GEN. REVRER MIAMI - DARE -4L6 Q
WATER SUPPLY INFORMATION:
2
W03-07
EFL
FOR AHJ APPROVAL
I
0i -16-07
En
FO G- cora KI-ENT
Tn-FA I.
O
1 01 -03-07
E
FOR G P P R OVA L
J
a �.
ROD COUPLING POWDER DRIVEN
STUD
318 ". A'-!-. T11REHAD ROD
kiffic
SkRfiESSION_ SYSTEM _APPROVED -BY
MIAMI -DADE COUNTf FIRE DEPARTMENT
Sf Rig' L[:-R I.D. NO.4 7 3 o 0 7
4" & SMALLER
HANGER RING
HANGER
- NO SCALE -
SPRINKLER DETAIL
- NO SCALE -
L. TRIANA & ASSOCIATES, INC.
CONSULTING ENGINEERS
CERTIFICATE OF AUTHORIZATION: 26644
5151 S.W. 98th AVE RD
MIAMI, FLORIDA 3316�
v6
L0Rk �3TR)AN'�, fir
Florida f yjs_Atiep, No.
SYSTEM INFO
SYSTEM
SOUTH MIAMI PARKING GARAGE
SYSTEM VALE snTEM
NAME/NO. TYPE SIZE AREA
5829 SW 73rd STREET DRAWN BY:
M
MIAMI, FLORIDA 33143.
CHECKED BY:
CONTRACT WITH:
DESCRIPTION: RM MTECWN PLAN, THESE PLANS PREPARED AT:
HYDRAULIC DESIGN DATA MIRAMAR, FL
REM. AREA
NAME/No. HAZARD CLASSIFICATION
DENSITY AREA OF HOSE SO. FT. TOTAL SYSTEM REQUIREMENTS ENGINEERING DEPARTMENT
GPM /SQ.FT. APPU LL
C. ALLOW. /HD. GPM PSI AT
2 0RD.HAZ.GP.2
.20 1500 250 130 5RX5 48.721 TEST CONTRACT N0:
90%852801
DATE:
O5-i9 -O6
WATER SUPPLY INFORMATION:
65 PSI. 55 PSI. 1700 GPM FLOWING
DRAWING NO.
If--05 OF 8
TEST LOCATION: 5829 SW 73 ST MIAMI
B`F MIAMI- DADE FIRE TEST DATE: 4113106