08-393-0011
II
II
PARALLEL PARKING 4 @ 221 -011 L
ARE A OF WORK
13D
UNIT G
IN PLAN
SCALE: 1/4" = V-011
3"
N
11 LEAD.-IN DETAIL
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IMPORTANT CONTRACT RESPONSIBILITIES SYMBOLS SPRINKLERS t\�OZZLES
MANUF. MODEL STYLE NPT K ORIFICE TEMP(' F) RESPONSE FINISH ESCUTCHEON _
IN LOCALITIES SUBJECT TO FREEZING CONDITIONS, IT IS THE OWNER'S ITEM RESP. CEILING H.r. ABOVE REF. -" GATE VALVE(SEE NOTES) �.- ELECIRIC BELL TYCO "F FE1JD, 1 2' 3.8 1/2' 153 OA CF FL FiECESSEU
RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER *13 CA. OF PIPE BELOW BOD ® FIRE HOSE ASSEMBLY _ZN_ WATERMOTOR GONG (WMG)
SYSTEMS AREAS AND IN ENCLOSURES FOR DRY PIPE DELUGE AND OTHER CITY CONNECTION N.I.C. 12 -4 C OF PPE ABOVE REF. F
C3 FLOW SWITCH (FS) FIREPT.CONN.(STANDARD)
TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. UNDERGROUND N . 1 . C �- FIRE
�)EP T. CONN. (FLUSH)
0 HYDRAULI� REF. POINT Q MONITOR SWITCH �'
THIS DRAWING AND THE INFORMATION AND DESIGN APPLICATION HEREIN EXCAVATIONS N.I.C. 0 LINE DESIGNATION �. BUTTERFLY VALVE 'b� FIRE MPT.CONN.(SIDEWALK)
CONTAINED IS THE PROPERTY OF GRINNELL FIRE PROTECTION SYSTEMS BACKFILL N.I.C. "A1 MAIN DESGNATION ALARM VALVE (ALV) - -- POSTINDICATOR VALVE (PIV)
COMPANY, INC. AND /OR ITS SUBSIDIARIES AND IS LOANED UPON EXPRESS WIRING N.I.C. HANGER DRY PIPE VALVE KEY ATE SECTIONAL VALVE
CONDITIONS THAT THE SAME BE RETURNED TO GFPS UPON REQUEST; ALL -0I WAFER CHECK VALVE WITH 1RADWAY BOX
INFORMATION HEREIN CONTAINED SHALL BE TREATED AS SECRET, AND PAINTING N.I.C. -'� UNION
--0
CONFIDENTIAL; NO REPRODUCTION OF THIS DRAWING OR ANY PART GROOVED COUPLING (GC) Ak4- SWING CHECK VALVE 14' FIRE FYDRANT (3 WAY)
THEREOF SHALL BE MADE WITHOUT WRITTEN CONSENT OF GFPS. —j SCREWED CAP 0 SYSTEM RISER THRU3 BLOCK
—(D GROOVED CAP —2. INSPECTOR'S TEST 2 &4 MAY SEISMIC BRACING
CREATED BY THE COPYRIGHT BY RINNIELL CORPORATIONS SYSTEM, RIGHTS RESERVED ". {� FLANGED CONNECTION —V ANGLE VALVE (LO IGH)(NOTTION CHANGE IN PIPE
(NOTTHROUGH FLOOR)
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SCALE: -3�"
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S.W. 73RD. STREET'
N
-n KEY PLAN
3
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4 e:
AUIE +
J 9 �� ROD COUPLING OWDER DRIVEN
STUD
'k ARMOVERS GREATER TITAN'
24" IN LENGTH SHALL BE V �'
SUPPORTED BY A HANGER, 3/8" ALL - THREAD ROD
_Typical Relocation Detail
NO SCALE 4" & SMALLER
HANGER RING
SCHEDULE "e °`' '-11
1. EXISTING DROP TO BE
REMOVED. �.
3. EXISTING * ARMOVER JCHLINE. . 2 H f 'S E R
4. 1 DROP.
5. NE'N FIRE SPRINKLER HEAD - NO SCALE -
)OUBLE 3 ,
.VE ASS)
f. S. 4.20 CONCRETE TEE
CONSTRUCTION
i POWDER DRIVEN
#� ARMUVERS GREATER THAN .STUD
24" IN LENGTH SHALL BE
SUPPORTED BY A HANGER. All- THREAD ROD
UU
Ty ical Relocation Detail
HANGER RING
HANGER
EXISTING DROP TO BE
REMOVED.
I- SCHEDULE SCHEDULE
® i �--0
1. NEW BRANCHUNE.
1. EXISTING UPRIGHT TO BE REMOVED.
2. EXISTING BRANCHLIKE. z 2. NEW NIPPLE
.� NEW 1" ARMOVER 3. NEW FIRE SPRINKLER HEAD.
NEW 1" DROP (�
NEW FIRE SPRINKLER HEAD. lJ lJ
xx ARMOVERS GREATER THAN
24' IN LENGTH SHALL BE
SUPPORTED BY A HANGER,
\ I f
NOT TO SCALE
PIPE SIZE
LOCAL OFFICE
8
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Miramar, FIorKSG 36
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SBCUr %ty O= Sg LUG"�V
Ph: 954- 431 -3100 Fax H- 435 -6650
3' -0', MAX,
ABBREVIATIONS APPROVALS
808 BOTTOM OF BEAM
SPKR. I.D.
SYMBOL
QTY.
Y ,3
•
A
BX
� I
e00 BOTTOM OF DECK OUT I N OUT I N OUT I N
BOP BOTTOM OF PIPE
I C
SPRINKLER HEAD
i►
TIRE SPRINKLER NOTITES
0 MAXIMUM HANGER SPACING FOR THREADED LIGHTVALL
STEEL PIPE IS 12' -0' FOR ALL PIPE SIZES
_
CONNECTION R E V I S 1 O N S
all piping, heads, hangers and system
components to be spaced and installed in
HV HOSE VALVE
N &C NIPPLE AND CAP
accordance with N,F,P.A,13
— I
provisions shall be made to drain all portions
NIC NOT IN CONTRACT
I I
aboveground piping 1'- 2' to be threaded
'
XL pipe with cast iron fittings(or approved
NTS NOT TO SCALE
OBJ OPEN BAR JOIST - -- —
+ I
acceptable equal).
I
piping 2 1/2' and above to be grooved sch,
PRV PRESSURE RED. VALVE
10 w/ grooved, fit or welded fittings (or
approved acceptable equal),
Ilayout
RM ROOF MANIFOLD
SP STANDPIPE —
the field with regard to soffit and ceiling
conditions,
TOB TOP OF BEAM
sprinkler heads to be spaced at 130 sq. ft.
max, for ordinary hazard areas,
TOP TOP OF PIPE
TOS TOP OF STEEL _
225 sq. ft, max, for light hazard areas,
-� -• — existing piping
T,1.
r!
UNO UNLESS NOTED OTHER'MSE
AFIRE SPRINKLER DETAIL
FP -I N.T,S.
HANGER LOCATILIN`DETAIL
PIPE SIZE
8
C
1'
3' -0', MAX,
12' -0' MAX.
3'
MIN.
4' -0' MAX,_ 12' -0' _MAX. _3'
fIAN, } ' -0' 14AX. 3'
MIN,
MIN, -
A
BX
� I
HANGER
STEEL PIPE
I C
SPRINKLER HEAD
i►
TIRE SPRINKLER NOTITES
0 MAXIMUM HANGER SPACING FOR THREADED LIGHTVALL
STEEL PIPE IS 12' -0' FOR ALL PIPE SIZES
9
0
ie
ji
"M
4 FIRE SPRINKLER DETAIL
=A
I
_t
I
� I
i►
TIRE SPRINKLER NOTITES
_
all piping, heads, hangers and system
components to be spaced and installed in
accordance with N,F,P.A,13
— I
provisions shall be made to drain all portions
of the system,
I I
aboveground piping 1'- 2' to be threaded
'
XL pipe with cast iron fittings(or approved
+ I
acceptable equal).
I
piping 2 1/2' and above to be grooved sch,
_
10 w/ grooved, fit or welded fittings (or
approved acceptable equal),
Ilayout
in finished areas to be coordinated in
the field with regard to soffit and ceiling
conditions,
sprinkler heads to be spaced at 130 sq. ft.
max, for ordinary hazard areas,
- I
225 sq. ft, max, for light hazard areas,
-� -• — existing piping
new piping
M T denotes new meth tee,
R denotes relocated .sprinkler hds.
NQdenotes new sprinkler hds.
0 denotes exist,sprinkler hds, to be relocated
0 denotes exist,sprinkler hds. to be removed,
YSTEM
INFO
FfTNESS TOGEMER
5j829 SW 73rd STREE r UN(r (3
eu AB NOTED
SYSTEM
NAME/N0.
SYSTEM"
TYPE
VALVE
SIZE
SYSTEM
AREA
DRAWN
MIAMI , FLORIDA 331Q.
J.(XJ.
CHECKED BY:
CONTRACT WITH: CANDAS Arch.Dea!gn
B.Q.
DESCRIPTION: FIRE PROIEC11ON PLAN.
THESE PLANS PREPAREO'AT.
M I R AM AR, FLt
HYDRAULIC DESIGN
DATA
REM. AREA
NAME/N0.
HAZARD CLASSIFICATION
DENSITY
CPM /SQ.FT.
AREA OF
APPUC.
HOSE
ALLOW.
SQ. FT.
/11D•
TOTAL SYSTEM REQUIREMENTS
ENGINEERING DEPARTMENT
GPM PSI AT
CONTRACT NO:
XX)(X -
_
—
_
DATE:
1
WATER SUPPLY INFORMATION:
PSI. PSI. GPM FLOWING DRAWING NO.
TEST LOCATION:
I
1
BY: MIAMI— DADE FIRE TEST DATE: Ff -01 OF 1
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