DRAWINGSEXISTING OVERHEAD
SYSTEM TO REMAIN
i
NEW LOCATION .,lk
i::
El
OF RELOCATED !%
UPRIGHTS
EXISTING UPRIGHTS TO
BE REMOVED &
RELOCATED .............
000/000=//
----------------------
._......of FI -C -E
102
%, ... ........................
:...:.......................
c
r
EXISTING 2"
SUB -SYSTEM
TO REMAIN ,,,1- __-----_--
EXISTING 4" RISER TO
REMAIN.
T T
I EXISTING WAREHOUSE AREA FULLY I
I SPRINKLERED I
TO REMAIN AS IS. U.O.N.
I I
FIRE SPRINKLER PLAN
'ARFHAI IAF I AV
1
1 "X 90"
1" X 0—
EXISTING BRANCHLINE -
W/ EXISTING OUT LETS
SUSPENDED CEILING
TVDIPAi
PI;AL RECESS
1151 x 155' W/CHROME ESCUTCHEON
DUAL HEAD ARMOVER DETAIL
NEW
1" X ARMOVER
NEW 1" 90` ELBOW
NEW 31 " FLEX DROPS
TO BE USED
NEW RECESSED
PENDENT
TYPICAL SPRINKLER DETAIL
EXISTING PENDENT TO BE
RELOCATED PER NEW
CEILING LAYOUT._
F
A
PIPE
ELBOW
N0. I DATE
GENERAL NOTES 1 12-08-14
1. RBK Fire Systems Inc.: install pendents as shown. Existing uprights comply w/ NFPA 13 2007.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
14.
14.
13.
The fire sprinkler system to be designed in accordance with NFPA 13 and the
Florida Building Code. Light Hazard.
Building construction is concrete.(See Detail)
AllI e and fittings to be black steel. Mains to be Sch. 10 and branchlines black Schedule
p p g
All hangers to be spaced in accordance to manufacturer's specifications and NFPA
13. Fire sprinkler pipe to be supported with concrete drop in anchors or Beam Clamps.
All control valves to be properly identified and electronically supervised per NFPA 13.
All materials to be UL listed and/or Factory Mutual approved for fire protection service.
All underground piping is existing. No underground work is included in scope of work.
All painting of pipe and electrical wiring of devices to be done by others.
All piping shall be pressure tested at 200 PSI for a period of 2 hours.
See sprinkler legend for descriptions. Spare head box to be located at riser location.
Maintenance of the fire sprinkler system is the responsibility of the owner. A copy
of NFPA 25 will be provided upon completion of the project.
All work installed by RBK Fire Systems, Inc . is warranted for a period of one
(1) year from the date the equipment is placed in service.
Spare Sprinklers shall be provided at the riser location per NFPA 13.
NEW 1" ARMOVER
s
JC
NEW-4�
ER
LISTED BY:
LL
NEW MECHANICAL TEE— — NEW 1" DROP
WATER
STATIC PRESSURE
EXISTING BRANCHLINE ---- ---
PITOT READING
i
DATE of TEST
CEILING
TEST TAKEN BY
NEW RECESSED HEAD
L
s
ARMOVERS GREATER THAN 24"
DESIGN AREA
IN LENGTH SHALL BE SUPPORTED
DESIGN AREA S.F.
BY A HANGER.
GPM REQ'D 0 CITY
MECHANICAL TEE DETAIL
GPM REQ'D � RISE
NOT TO SCALE
hoLO w
1 "X 90"
1" X 0—
EXISTING BRANCHLINE -
W/ EXISTING OUT LETS
SUSPENDED CEILING
TVDIPAi
PI;AL RECESS
1151 x 155' W/CHROME ESCUTCHEON
DUAL HEAD ARMOVER DETAIL
NEW
1" X ARMOVER
NEW 1" 90` ELBOW
NEW 31 " FLEX DROPS
TO BE USED
NEW RECESSED
PENDENT
TYPICAL SPRINKLER DETAIL
EXISTING PENDENT TO BE
RELOCATED PER NEW
CEILING LAYOUT._
F
A
PIPE
ELBOW
N0. I DATE
GENERAL NOTES 1 12-08-14
1. RBK Fire Systems Inc.: install pendents as shown. Existing uprights comply w/ NFPA 13 2007.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
14.
14.
13.
The fire sprinkler system to be designed in accordance with NFPA 13 and the
Florida Building Code. Light Hazard.
Building construction is concrete.(See Detail)
AllI e and fittings to be black steel. Mains to be Sch. 10 and branchlines black Schedule
p p g
All hangers to be spaced in accordance to manufacturer's specifications and NFPA
13. Fire sprinkler pipe to be supported with concrete drop in anchors or Beam Clamps.
All control valves to be properly identified and electronically supervised per NFPA 13.
All materials to be UL listed and/or Factory Mutual approved for fire protection service.
All underground piping is existing. No underground work is included in scope of work.
All painting of pipe and electrical wiring of devices to be done by others.
All piping shall be pressure tested at 200 PSI for a period of 2 hours.
See sprinkler legend for descriptions. Spare head box to be located at riser location.
Maintenance of the fire sprinkler system is the responsibility of the owner. A copy
of NFPA 25 will be provided upon completion of the project.
All work installed by RBK Fire Systems, Inc . is warranted for a period of one
(1) year from the date the equipment is placed in service.
Spare Sprinklers shall be provided at the riser location per NFPA 13.
40.
JC
CHECKED BY-
ER
LISTED BY:
LL
DATE:
WATER
STATIC PRESSURE
RESIDUAL PRESSURE
PITOT READING
FLOW IN G.P.M.
DATE of TEST
TIME OF TEST
TEST TAKEN BY
HYDRANT LOCATION
L
SYSTEM #
DESIGN AREA
DENSITY
DESIGN AREA S.F.
PSI REQ'D ®CITY
GPM REQ'D 0 CITY
PSI REQ'D ®RISER
GPM REQ'D � RISE
SPRINKLER
DESIGN AREA
SYMBOL LEGEND
o' -o" CEILING HEIGHT
DENOTES- EXISTING SPRINKLER PIPING TO REMAIN
DENOTES NEW SPRINKLER PIPE
DENOTES EXISTING SPRKLER TO BE RELOCATED OR REMAIN
O DENOTES NEW SPRIG UPRIGHT HEAD
O DENOTES RELOCATED SEMI RECESSED SPRINKLER HEAD
O DENOTES EXISTING 3/4" OUTLET
9 DENOTES EXISTING SPRINKLER TO REMAIN
DECK APPROXIMATELY AT +/- 16 FEE
EXISTING
BRANCHLINE
NEW CEILING
NEW PENDENT NEW 31" FLEX DROPS
(SEE PLAN FOR RELOCATES) TO BE USED
SECTION [DETAIL
-T OUTLET F L 0 0
ITiAL NUMBER 10.85 C U L U S
FM
��`�, LISTED
�. SEE SUBMITTAL 10.85 FOR
r -co, MAXIMUM TOTAL BENDS
SCALE: NO SCALE
12
n
PABl A67
DROP CEILING TILE J
10 12
./
1
� :AB7 11 ABI
MI:
— CEILING COVER PLATE
—SPRINKLER HEAD
BRAIDED VICFLEX FLEXIBLE
HOSE SPRINKLER ASSEMBLIES
FOR STANDARD PENDENT SPRINKLERS
NOTES:
1. REFER TO VICTAULIC
SUBMITTAL 10.85 FOR
ADDITIONAL DETAILS.
CONSTRUCTION PIPING
Ct9U110r SERVICES DIVISION
PROJECT: BRAIDED VICFLEX HOSE ASSEMBLIES PR0,1.#.
CUSTOMER: P.O.#—
sySTEM, VICFLEX SERIES AQB FOR SSP
REF, DWG,: VICTAULIC SUBMITTAL 10.85 #011
DRN.BY-RGS DATE 07/20/12 DRAWING NUMBER REV.
CHKBY:. DATE. VICFLEX—B—SP 0
N
HANGER [DETAIL
REVISIONS
AS BUILTS
FIRE PUMP
SIZE GPM 0 PSI
TYPE OF DRIVER
ELECTRICAL REQS
C
It
BY
JC
HOSE INSIDE -OUT
QUMTITY SPRINKLERS
SYMB. QTY RESP COV SZE K TEMP MODEL
9 QR 225SF 1/2" 5.6 155' TYCO TY—FRB TY3231
WHITE RECESSED
" SR 130SF 3/4" 8.0 286' TYCO Y—FRL TY4121
PPA
F.] =
1 11 1 TOTAL THIS SHEET 1
SYSTEM # 1
1
DRAWN BY:
JC
CHECKED BY-
ER
LISTED BY:
NA
DATE:
LO
SCALE:
AS NOTED
AHJ:
�Q0
za�o
woo
C.00
O0
C),
hoLO w
LO
.
�aC,\2LO
W
E-4
O
w
0
LO
O
PSG
o
o
N
o
SYSTEM # 1
1
DRAWN BY:
JC
CHECKED BY-
ER
LISTED BY:
NA
DATE:
LO
SCALE:
AS NOTED
AHJ:
�Q0
za�o
woo
C.00
O0
C),
hoLO w
LO
.
�aC,\2LO
LO
SYSTEM # 1
1
DRAWN BY:
JC
CHECKED BY-
ER
LISTED BY:
NA
DATE:
12-17-14
SCALE:
AS NOTED
AHJ:
CITY OF BOYNTON BEACH
CONTRACT #