HomeMy WebLinkAbout2501 PALOMAR AIRPORT RD; ; AS130037; Permit6/13/22, 4:24 PM AS130037 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: AS130037
2501 PALOMAR
Job Address: Status: APPROVED
AIRPORT RD
Permit Type: SPRINK Applied 3/27/2013
Parcel No: 2130201800 Approved: 4/10/2013
Lot #: 0
Reference No.: Issued: 4/10/2013
PC #: Inspector:
Project Title: CALIFORNIA BANK & TRUST NEW CONSTRUCTION
Applicant:
INNOVATIVE FIRE PROTECTION INC
STE 101
8779 COTTONWOOD AV
SANTEE CA
(619) 593-8200 (619)593-9133
Owner:
COUNTY OF SAN DIEGO
PUBLIC AGENCY
Fees ($) Add'l Fees ($) Total ($) Balance ($)
1,445 0 1,445 0
1/1
California Bank and Trust Review Comments. Page 2
Review Comments
California Bank and Trust, 2501 Palomar Airport Road, Carlsbad, CA
Sizes and lengths of underground piping segments not on plan. Scale dimensions agree with
lengths show in calculations. Field verify minimum 6" UG supply to building.
No indication as to type of construction per NFPA 13 designation (obstructed or unobstructed).
Field verify that if obstructed, upright sprinklers no more than 1"-6" below bottom of framing
member, and not more than 22" down from roof deck above. If unobstructed construction in
concealed space, field verify that deflector position not more than 12" below bottom of deck
above.
A riser is shown on the drawing with a designation "1" x 10'-0" TOE to Calc Roof' is not clear
where the pipe is connected. All mansard and high ceiling areas are accounted for. Field verify.
Reference 110 in calculations is mislabeled on plans as reference 11, adjacent to reference 11.
Field verify the main drain valve is at least 1-1/4" diameter.
Field verify that a pressure relief valve is installed.
None of the hanger details shown on the plans are for CPVC piping. Verify that the material
used is listed for use with CPVC piping.
As this system has both CPVC and steel pipe, provide AHJ with verification that materials to
be used are compatible with CPVC. See manufacturer's website for details. This document
should be on the jobsite at all times.
The steel pipe risers up to the mansard piping require a 4-way brace at the top, and flexible
couplings per section 9.3.2.3. One flexible coupling is required if the length is greater than 3'-
0", but less than 7'-0". Any steel pipe riser longer than 7'-0" requires a flexible coupling within
24" of each end.
Since the system pressure is in excess of 100 psi, the hanger spacing for that pressure relative
to a sprinkler drop, and spacing along a line should have been indicated on the plans. A sample
of a detail is attached, but the detail provided should be from the specific manufacturer. The
data sheet for this should be on the jobsite at all times.
In the event that the t-bar ceilings are not rigidly braced per ASME E580, the sprinklers to be
installed in the suspended panels will require either a 2" clearance around the penetration
through the panel, or the use of a flexible drop fitting, per ASCE7-05, section 13.5.6.2.2(e),
which is attached. However, gypsum board ceilings are assumed to be rigidly braced. All the
above conditions can be field verified.
One Hole Strap
Two Hole Strap
TECHNICAL DATA Q
Pipe Bracing with Standard Band Hanger
Tolco, Inc., Afcon and Erico make hanger/restraining devices that are
available for use with BlazeMaster.
A "one hole strap", shown below, can function as a hanger and as a
restraining device. As a restraining device, invert the hanger so that the
fastener is downward. Installation in this manner will prevent upward
movement of the sprinkler during activation.
A "two hole strap", shown below, can function as a hanger and as a
restraining strap. UL Listed CPVC hangers incorporate features that protect
the pipe from sharp edges and ease installation. The hex head self-threading
screw (furnished with most UL Listed CPVC hangers) is easily installed
using a rechargeable electric drill and a 5/8 inch (8,0 mm) socket attachment.
No pre-drilling of a pilot hole is required.
Local codes have final authority on which types of hangers can be used.
Hanger/Support Spacing
Because BlazeMaster pipe is more rigid than other types of plastic pipe
systems, the support spacing shown in Table Q shall be adhered to when
installing the system. For exposed installations, Listed support devices shall
be used that mount piping directly to the ceiling or side wall, except when
using upright sprinklers per the installation information in the Listings &
0
.E 2
/PP10Vd1 OLIUII UI LIII II1tIUUUUIS..
When the piping is supported by wood joists
or trusses by laying the pipe directly on top
of the structural members, the structure
provides the support, assuming that the
center spacing of the structural member does
not exceed the requirements of Table Q.
Vertical Restraint
When a sprinkler activates, a significant
reactive force is exerted on the pipe,
especially at system pressures greater
than 100 psi (6,9 bar). The reactive force
will cause the pipe to lift vertically if it is not
properly secured, especially if the sprinkler
drop is from a small diameter pipe.
x
C
CL CL
M
TableQ
axi m Support Spacing "L" (Feet) CPVC SDR 13.5
Nominal
Pipe Size 1 1-1/4 1-1/2 2 2-1/2 3
ANSI Inches DN20 DN32 DN40 DN50 DN65 DN80
(DN)
Support
Spacing 5-1/2 6 6-1/2 7 8 9 10
in Feet (m) (1,7) (1,8) (2,0) (2,1) (2,4) (2,7) (3,0)
0 TECHNICAL DATA
When a sprinkler drop is 3/4
(DN19) to 1-1/4 inch (DN32)
'pipe, the closest hanger should : •
brace the pipe against vertical 4 41ft. A number of techniques
can be used to brace the pipe
such as a standard band hanger
positioning the threaded support I rod to 1/16 inch (1,6 mm) above
'the pipe or using a split ring
or a wrap-around hanger for
restrai nt.
Note: Threaded rod shall not come in contact with CPVC when installed.
It is advisable to use lift restraint devices such as those produced by
Tolco and Afcon that prevent the threaded rod from coming in contact
with the CPVC pipe (as shown above).
Branch lines shall be braced at a distance from a tee or elbow to prevent
lift of sprinklers as shown in Tables R or S on Page 53..
The hangers used for vertical restraint can also serve as the hangers for
"Hanger/Support Spacing".
E3
Table R • One Point of Restraint
Nominal "RIP "RIP
Pipe Size less than Greater than
ANSI Inches O0 psi 100 psi
DN 9 bar) (6,9 bar)
3/4 -9" 01-6"
DN20 (0, m) (0,15 m)
1 1' ' 01-911
DN25 (0,3 ) (0,23 m)
1-1/4 '-4'19-011
(0, 41 A0,30 (0,30 m)
1-1/2 -3 21-0" 11-011
DN40 - DN80 (0,61 m) (0,30 m)
- U)
. 2
CL
MAX.
/
RESTRAINT -
ONE-POINT
One-Point
Vertical
Restraint
MAXJ
N
RESTRAINT
ONE-POINT
C
0
U) C
Table S • Two Points of Restraint
Nominal Pipe 16S51 IIS91
Size ss than Greater than
ANSI Inches 0 psi 100 psi
DN ( bar) (6,9 bar)
3/4 12 3'-O"
DN20 (1, m) (0,91 m)
1 5'- 4'-O"
DN25 (1,52 (1 ,22 m)
1-1/4 61-0" 51-0"
DN32 (1,83 m (1,52 m)
1-1/2 -3 7'-0" 71-0"
DN40 - DN80 1 (2,13 m)X (2,13 m)
hMAX. I
Two-Point ANY DISTANCE I umi I Vertical P Restraint
RESTRA
TWO-POINT
x
C
a
CL
x
CL
CL
In the event that the t-bar ceilings are not rigidly ,,ft
braced per ASME E580, the sprinklers to be d in
installed in the suspended panels will require
either a 2" clearance around the penetration I for
size through the panel, or the use of a flexible drop tee!
fitting, per ASCE7-05, section 13.5.6.2.2(e), ctiie
which is attached. However, gypsum board
ceilings are assumed to be rigidly braced All ility
e or
the above conditions can be field verified
jerts,
.1 be
values of R,, and a, taken 1 applied at the
center of mass of the panel. ' \ e. Where anchorage is achieved ug flat straps embe ce
concrete or masonry, such straps sh' be attached to or lit,90
around reinforcing steel or otherwise 'jminated so as to effec-
tively transfer forces to the reinforcinee1 or to assure that
pullout of anchorage is not the initial fai e mechanism.
13.5.4 Glass. Glass in glazed curtain walls antorefronts shall
be designed and installed in accordance with Secn 13.5.9.
13.53 Out-of-Plane Bending. Transverse or out-ojane bend-
ing or deformation of a component or system that is\ibected
to forces as determined in Section 13.5.2 shall not ex .d the
deflection capability of the component or system.
13.5.6 Suspended Ceilings.
13.5.6.1 Seismic Forces. The weight of the ceiling, Wy.. shalt
include the ceiling grid and panels; light fixtures if attached ft
clipped to, or laterally supported by the ceiling grid; and other
components that are laterally supported by the ceiling. W shall
be taken as not less than 4 psf (19 N/rn2).
The seismic force, F,,, shall be transmitted through the ceiling
attachments to the building structural elements or the ceiling-
structure boundary.
13.5.6.2 Industry Standard Construction. Unless designed in
accordance with Section 13.5.6.3, suspended ceilings shall be
designed and constructed in accordance with this section.
13.5.6.2.1 Seismic Design Category C. Suspended ceilings
in structures assigned to Seismic Design Category C shall be
designed and installed in accordance with ASTM C635, ASTM
C636, and the CISCA for Seismic Zones 0-2, except that seismic
forces shall be determined in accordance with Sections 13.2. 1 and
13.5.6.1.
pended ceilings in Seismic Design Categories D, E, and F shall be
designed and installed in accordance with ASTM C635, ASTM
C636, and the CISCA for Seismic Zones 3-4 as modified by the
following:
A heavy duty T-bar grid system shall be used.
The width of the perimeter supporting closure angle shall be
not less than 2.0 in. (50 mm). In each orthogonal horizontal
direction, one end of the ceiling grid shall be attached to the
closure angle. The other end in each horizontal direction shall
have a 0.75 in. (19 mm) clearance from the wall and shall rest
upon and be free to slide on a closure angle.
For ceiling areas exceeding 1,000 ft2 (92.9 m2), horizontal re-
straint of the ceiling to the structural system shall be provided.
Minimum Design Loads for Buildings and Other Structures
i ne trrnutary areas
imately equal.
EXCEPTION: Rigid braces are permitted to be used instead of di-
agonal splay wires. Braces and attachments to the structural system
above shall be adequate to limit relative lateral deflections at point of
attachment of ceiling grid to less than 0.25 in. (6 mm) for the toads
prescribed in Section 13.3.1.
For ceiling areas exceeding 2,500 ft2 (232 m2), a seismic sepa-
ration joint or full height partition that breaks the ceiling up into
areas not exceeding 2,500 ft2 shall be provided unless struc-
tural analyses are performed of the ceiling bracing system for
the prescribed seismic forces that demonstrate ceiling system
penetrations and closure angles provide sufficient clearance
to accommodate the anticipated lateral displacement. Each
area shall be provided with closure angles in accordance with
item 2 and horizontal restraints or bracing in accordance with
item 3.
Except where rigid bracbs are used to limit lateral deflec-
tins, sprinkler heads and other penetrations shall have a 2 in.
(50 mm) oversize ring, sleeve, or adapter through the ceiling
tile to allow for free movement of at least 1 in. (25 mm) in
all horizontal directions. Alternatively, a swing joint that can
accommodate I in. (25 mm) of ceiling movement in all hori-
zontal directions is permitted to be provided at the top of the
Changes in ceiling plan elevation shall be provided with posi-
live bracing.
Cable trays and electrical conduits shall be supported indepen-
dently of the ceiling.
Suspended ceilings shall be subject to the special inspection
requirements of Section 11A,1 .3.9 of this standard.
15.5.6.3 integral Construction. As an alternate to providing
large clearances around sprinkler system penetrations through
ceiling systems, the sprinkler system and ceiling grid are per-
mitted to be designed and tied together as an integral unit. Such
a design shall consider the mass and flexibility of all elements
involved, including the ceiling system, sprinkler system, light
fixtures, and mechanical (HVAC) appurtenances. Such design
shall be nerformed by a registered design orofessional.
13.5.7 Access Floors.
13.5.7.1 General. The weight of the access floor, W,,, shall in-
clude the weight of the floor system, 100 percent of the weight of
all equipment fastened to the floor, and 25 percent of the weight
of all equipment supported by, but not fastened to the floor. The
seismic force, F,,, shall be transmitted from the top surface of the
access floor to the supporting structure.
Overturning effects of equipment fastened to the access floor
panels also shall be considered. The ability of "slip on" heads for
pedestals shall be evaluated for suitability to transfer overturning
effects of equipment.
Where checking individual pedestals for overturning effects,
the maximum concurrent axial load shall not exceed the portion
of W. assigned to the pedestal under consideration.
13.5.7.2 Special Access Floors. Access floors shall be consid-
ered to be "special access floors" if they are designed to comply
with the following considerations:
Connections transmitting seismic loads consist of me-
chanical fasteners, anchors satisfying the requirements of
Appendix D of ACT 318, welding, or bearing. Design load
capacities comply with recognized design codes and/or
certified test results.
147
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
tDATE -' 2/26/201394 CB&T PALOMAR COMMONS\FIRE WORK\04994-CB&T HIGH ROOF.SDF
JOB TITLE: CB&T PALOMAR HIGH ROOF 120SF
WATER SUPPLY DATA
SOURCE STATIC RESID.
NODE PRESS. PRESS.
TAG (PSI) (PSI)
SOR 108.0 99.0
AGGREGATE FLOW ANALYSIS:
FLOW AVAIL. TOTAL REQ'D
PRESS. @ DEMAND PRESS.
(GPM) (PSI) (GPM) (PSI)
1350.0 107.3 334.9 101.7
FILE COPY
TOTAL FLOW AT SOURCE 334.9 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 234.9 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
SOR 0.0 SOURCE 101.7 234.9
BF1 0.0 101:6
BF2 0 0 . - - - - 87 6 . - - - These plans have beell to ie%~ed for apparent conirthance
With 111C C1.11-1-1-1111 dpph~:ahle codes and standai(k it, I'(),.cc
DIP 0 0 - - - - 87 . 2 - - - in 111C urisdietiori. The 00 liff or contractol' may uiiliic
3 OR 1 . 5 - - - - 86 4 - - -
iSs etteiv in support Of au applieatioiu or a huuilduri
TOR 12 6 . 77 2 er1ttI i li epu'ess undcrstaiiiliiw that this res ew
. - - - - . - - in no was reties es he 00 tier or contractor or heir TEE 12 6 - - - - 7 5 . 2 - - - piofessuonal ctutncet or architect for sole responsihiltiv
A 12 6 . - - - - 59 3 r fo till coutipliance with suud codes and standards.
- - uttIiuiltiu' the htnlditu code or lot any responsihulty for B 12 6 - - - - 4 6 . 6 - - - lelcuettcu, errors. omissions or negligence it, these
C 12 6 - .. - - - 43 2 - - -
plans whether or not toted in this review.
D 12. 6 - - 40.5 - - Dire: /754.? Rcviewer:1/1
12 6 - - - - 51.0 - - -
F 12.6 - - - - 53.7 - - -
RDCOMNIENI) APPROVAl,
1 29 . 6 - - - - 18 . 5 - - - ( \\f) APPRO\Ah,, AS NOTED Ej
2 29.6 - - - - 14.3 - - -
3 29.6 - - - - 10.2 - - -
4 29.6 - - - - 8.4 - - -
5 29.6 - - - - 7.9 - - -
6 29.6 - - - - 7.9 - - -
7 29.6 - - - - 7.6 - -
8 29.6 - - - - 7.5 - - -
9 29.6 - - - - 7.9 - - -
10 29.6 - - - - 7.8 - - -
11 29.6 - - - - 8.0 - - -
12 29.6 - - - - 9.3 - - -
13 29.6 12.5
--- 14 29.6 12.1 jjj.Jj - - - - - - - 1
101 30.2 K= 5.60 17.9 23.7
102 30.2 K= 5.60 11.0 18.5
103 30.2 K= 5.60 9.5 17.3
104 30.2 K= 5.60 7.8 15.6
105 30.2 K= 5.60 7.3 15.1
106 30.2 K= 5.60 7.8 15.7
07 30.2 K= 5.60 14.8
1~1~tc
V 'A
'W
oo 4-4
,
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE -'2/26/201394 CB&T PALOMAR COMMONS\FIRE WORK\C4994-CB&T HIGH ROOF.SDF
JOB TITLE: CB&T PALOMAR HIGH ROOF 120SF
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
108 30.2 K= 5.60 7.1 14.9
109 30.2 K= 5.60 8.1 16.0
110 30.2 K= 5.60 7.2 15.0
111 30.2 K= 5.60 7.4 15.2
112 30.2 K= 5.60 8.6 16.5
113 30.2 K= 5.60 9.8 17.6
30.2 K= 5.60 11.6 19.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATES: 2/26/201394 CB&T PALOMAR COMMONS\FIRE WORK\C4994-CB&T HIGH ROOF.SDF
JOB TITLE: CB&T PALOMAR HIGH ROOF 120SF
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM.
NODES (PT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 234.9 5.850 FL 17.50 PP 0.1
SOR 0.0 SRCE 101.7 (N/A) 2.8 150 FTG TG PE 0.0
BF1 0.0 0.0 101.6 0.0 0.002 TL 68.50 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE
BF1 0.0 0.0 101.6 0.0 14.0 psi, 234.9 gpm
BF2 0.0 0.0 87.6 0.0
Pipe: 3 234.9 5.850 PL 144.88 PF 0.4
BF2 0.0 0.0 87.6 0.0 2.8 150 FTG 4E PE 0.0
DIP 0.0 0.0 87.2 0.0 0.002 TL 232.88 PV
Pipe: 4 234.9 6.280 PL 15.00 PP 0.2
DIP 0.0 0.0 87.2 0.0 2.4 140 FTG 4E PE -0.6
BOR 1.5 0.0 86.4 0.0 0.002 TL 103.00 PV
Pipe: 5 234.9 2.703 PL 11.50 PP 4.3
BOR 1.5 0.0 86.4 0.0 13.1 120 FTG CG PE -4.8
TOR 12.6 0.0 77.2 0.0 0.123 TL 34.81 PV
Pipe: 6 234.9 2.703 PL 7.50 PF 2.1
TOR 12.6 0.0 77.2 0.0 13.1 120 FTG B FE 0.0
TEE 12.6 0.0 75.2 0.0 0.123 TL 16.83 PV
Pipe: 7 234.9 1.728 FL 3.25 FE' 15.9
TEE 12.6 0.0 75.2 0.0 32.1 120 FTG T PE 0.0
A 12.6 0.0 59.3 0.0 1.091 TL 14.54 PV
Pipe: 8 46.2 1.536 FL 102.25 PF 12.7
A 12.6 0.0 59.3 0.0 8.0 120 FTG 4ET FE 0.0
B 12.6 0.0 46.6 0.0 0.095 TL 132.56 PV
Pipe: 9 46.2 1.536 PL 26.50 PF 3.5
B 12.6 0.0 46.6 0.0 8.0 120 FTG T FE 0.0
C 12.6 0.0 43.2 0.0 0.095 TL 36.61 PV
Pipe: 10 46.2 1.536 PL 18.00 PP 2.7
C 12.6 0.0 43.2 0.0 8.0 120 FTG T FE 0.0
D 12.6 0.0 40.5 0.0 0.095 TL 28.11 PV
Pipe: 11 -61.8 1.536 FL 64.50 PF 10.5
D 12.6 0.0 40.5 0.0 10.7 120 FTG ---- FE 0.0
B 12.6 0.0 51.0 0.0 0.164 TL 64.50 PV
Pipe: 12 -61.8 1.728 FL 18.20 PP 2.7
B 12.6 0.0 51.0 0.0 8.4 120 FTG T FE 0.0
F 12.6 0.0 53.7 0.0 0.092 TL 29.49 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE 2/26/201394 CB&T PALOMAR COMMONS\FIRE WORK\C4994-CB&T HIGH ROOF.SDF
JOB TITLE: CB&T PALOMAR HIGH ROOF 120SF
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM.
NODES (PT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 13 -188.7 1.728 FL 7.66 PF 5.6
F 12.6 0.0 53.7 0.0 25.8 120 FTG ---- PE 0.0
A 12.6 0.0 59.3 0.0 0.728 TL 7.66 PV
Pipe: 14 127.0 1.394 FL 24.25 PF 27.8
F 12.6 0.0 53.7 0.0 26.7 150 FTG 6E3 FE -7.4
1 29.6 0.0 18.5 0.0 0.659 TL 42.25 PV
Pipe: 15 103.3 1.394 FL 9.33 FE' 4.2
1 29.6 0.0 18.5 0.0 21.7 150 FTG ---- PE 0.0
2 29.6 0.0 14.3 0.0 0.449 TL 9.33 PV
Pipe: 16 48.1 1.101 FL 12.00 PP 4.1
2 29.6 0.0 14.3 0.0 16.2 150 FTG ---- FE 0.0
3 29.6 0.0 10.2 0.0 0.345 TL 12.00 PV
Pipe: 17 30.8 1.101 FL 12.00 PP 1.8
3 29.6 0.0 10.2 0.0 10.4 150 FTG ---- FE 0.0
4 29.6 0.0 8.4 0.0 0.152 TL 12.00 PV
Pipe: 18 15.2 1.101 FL 13.00 PP 0.5
4 29.6 0.0 8.4 0.0 5.1 150 FTG ---- FE 0.0
5 29.6 0.0 7.9 0.0 0.041 TL .13.00 PV
Pipe: 19 0.2 1.101 FL 12.50 PP 0.0
5 29.6 0.0 7.9 0.0 0.1 150 FTG ---- FE 0.0
6 29.6 0.0 7.9 0.0 0.000 TL 12.50 PV
Pipe: 20 14.8 1.101 PL 6.66 PF 0.3
6 29.6 0.0 7.9 0.0 5.0 150 FTG ---- FE 0.0
7 29.6 0.0 7.6 0.0 0.039 TL 6.66 PV
Pipe: 21 55.2 1.101 EL 2.00 PP 3.1
2 29.6 0.0 14.3 0.0 18.6 150 FTG B FE -0.3
102 30.2 5.6 11.0 18.5 0.445 TL 7.00 PV
Pipe: 22 36.6 1.101 FL 9.50 PP 2.8
102 30.2 5.6 11.0 18.5 12.3 150 FTG 4E FE 0.0
109 30.2 5.6 8.1 16.0 0.208 TL 13.50 FV
Pipe: 23 20.6 1.101 FL 2.00 PP 0.5
109 30.2 5.6 8.1 16.0 7.0 150 FTG B FE 0.3
9 29.6 0.0 7.9 0.0 0.072 TL 7.00 PV
Pipe: 24 14.9 1.101 PL 9.33 PP 0.4
9 29.6 0.0 7.9 0.0 5.0 150 FTG ---- FE 0.0
8 29.6 0.0 7.5 0.0 0.040 TL 9.33 PV
Pipe: 25 5.7 1.101 PL 12.00 FE' 0.1
9 29.6 0.0 7.9 0.0 1.9 150 FTG B FE 0.0
10 29.6 0.0 7.8 0.0 0.007 TL 17.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE 2/26/201394 CB&T PALOMAR COMMONS\FIRE WORK\C4994-CB&T HIGH ROOF.SDF
JOB TITLE: CB&T PALOMAR HIGH ROOF 120SF
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(EPS) HW(C) (ET) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 26 -9.3 1.101 FL 12.00 FE 0.2
10 29.6 0.0 7.8 0.0 3.1 150 FTG ---- FE 0.0
11 29.6 0.0 8.0 0.0 0.017 TL 12.00 PV
Pipe: 27 -24.5 1.101 FL 13.00 FE 1.3
11 29.6 0.0 8.0 0.0 8.3 150 FTG ---- FE 0.0
12 29.6 0.0 9.3 0.0 0.099 TL 13.00 PV
Pipe: 28 -41.0 1.101 PL 12.50 PF 3.2
12 29.6 0.0 9.3 0.0 13.8 150 FTG ---- PE 0.0
13 29.6 0.0 12.5 0.0 0.257 TL 12.50 PV
Pipe: 29 19.0 1.101 FL 6.66 FE 0.4
13 29.6 0.0 12.5 0.0 6.4 150 FTG ---- FE 0.0
14 29.6 0.0 12.1 0.0 0.062 TL 6.66 PV
Pipe: 30 47.9 1.101 FL 2.00 FE 2.4
13 29.6 0.0 12.5 0.0 16.1 150 FTG B FE -0.3
113 30.2 5.6 9.8 17.6 0.342 TL 7.00 FV
Pipe: 31 30.3 1.101 FL 9.50 FE 2.0
113 30.2 5.6 9.8 17.6 10.2 150 FTG 4E FE 0.0
106 30.2 5.6 7.8 15.7 0.147 TL 13.50 PV
Pipe: 32 14.7 1.101 PL 2.00 FE 0.3
106 30.2 5.6 7.8 15.7 4.9 150 FTG B FE 0.3
6 29.6 0.0 7.9 0.0 0.038 TL 7.00 PV
Pipe: 33 23.7 1.101 FL 2.00 FE 0.4
1 29.6 0.0 18.5 0.0 8.0 150 FTG 2E FE -0.3
101 30.2 5.6 17.9 23.7 0.093 TL 4.00 PV
Pipe: 34 17.3 1.101 FL 2.00 FE 0.4
3 29.6 0.0 10.2 0.0 5.8 150 FTG EB FE -0.3
103 30.2 5.6 9.5 17.3 0.052 TL 8.00 Pv
Pipe: 35 15.6 1.101 FL 2.00 FE 0.3
4 29.6 0.0 8.4 0.0 5.3 150 FTG EB FE -0.3
104 30.2 5.6 7.8 15.6 0.043 TL 8.00 PV
Pipe: 36 15.1 1.101 FL 2.00 FE 0.3
5 29.6 0.0 7.9 0.0 5.1 150 FTG EB FE -0.3
105 30.2 5.6 7.3 15.1 0.040 TL 8.00 PV
Pipe: 37 14.8 1.101 FL 2.00 FE 0.3
7 29.6 0.0 7.6 0.0 5.0 150 FTG EB FE -0.3
107 30.2 5.6 7.0 14.8 0.039 TL 8.00 PV
Pipe: 38 14.9 1.101 FL 2.00 FE 0.2
8 29.6 0.0 7.5 0.0 5.0 150 FTG 2E PS -0.3
108 30.2 5.6 7.1 14.9 0.040 TL 4.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATED: 2/26/201394 CB&T PALOMAR COMMONS\F'IRE WORK\04994-CB&T HIGH ROOF.SDF
JOB TITLE: CB&T PALOMAR HIGH ROOF 120SF
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 39 15.0 1.101 PL 2.00 PF 0.3
10 29.6 0.0 7.8 0.0 5.1 150 FTG EB PE -0.3
110 30.2 5.6 7.2 15.0 0.040 TL 8.00 PV
Pipe: 40 15.2 1.101 FL 2.00 PF 0.3
11 29.6 0.0 8.0 0.0 5.1 150 FTG EB FE -0.3
111 30.2 5.6 7.4 15.2 0.041 TL 8.00 PV
Pipe: 41 16.5 1.101 FL 2.00 PF 0.4
12 29.6 0.0 9.3 0.0 5.5 150 FTG EB FE -0.3
112 30.2 5.6 8.6 16.5 0.047 TL 8.00 PV
Pipe: 42 19.0 1.101 PL 2.00 PF 0.2
14 29.6 0.0 12.1 0.0 6.4 150 FTG 2E PE -0.3
114 30.2 5.6 11.6 19.0 0.062 TL 4.00 PV
Pipe: 43 -107.9 1.394 PL 24.25 PF 20.6
13 29.6 0.0 12.5 0.0 22.7 150 FTG 6EB FE 7.4
D 12.6 0.0 40.5 0.0 0.488 TL 42.25 PV
NOTES (HASS)
Calculations were performed by the HASS 8.3 computer program
under license no. 16080621 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an average
imbalance at each node of 0.004 gpm and a maximum
imbalance at any node of 0.156 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 32.1 ft/sec at pipe 7.
Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
Available pressure at source node SOR under full flow conditions is 107.28 ps
compared to the minimum required pressure of 20.00 psi.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATE: 2/26/201394 CB&T PALOMAR COMMONS\FIRE WORK\04994-CB&T HIGH ROOF.SDF
JOB TITLE: CB&T PALOMAR HIGH ROOF 120SF
(6) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: D MATERIAL: DIRON HWC: 140
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee
6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00
PAGE: E MATERIAL: PVC200 HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G N
Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee
5.850 22.00 46.00 14.00 49.00 15.00 5.00 46.00
PAGE: F MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G
45 El BrT RunT Cplg SwCk Gate
1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00
1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00
PAGE: G MATERIAL: DynaFlow HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee
1.536 5.05 10.11 3.37 11.79 10.11 1.68 16.85 16.85 10.11
1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29
2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65
WATER SUPPLY ANALYSIS
120.0
LEGEND
1 Available pressure
7.32 psi 0 334.9 gpm
2Required pressure
10 1.74 psi 0 334.9 gpm
-
B
0.0
_L --
-
11.7 I I I I I
20.0
B. System Demand Curve
L11 C~
CA
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
100. 0
G
A
U
G
E 80.0
P
R
E
S
S 60.0
U
R
E
A. Source Supply Curve
40.0
P
S
i
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
DATE: 2/26/201394 C&T PALOMAR COMMONS\FIRE WORK\C4994-CB&T HIGH ROOF.SDF
JOB TITLE: CB&T PALOMAR HIGH ROOF 120SF
WATER SUPPLY CURVE
108*\0\\\\\
I \\\\\\\\
I X
99+ * <-99.0 psi @ 1350 gpm
I Flow Test Point
90+
81+
P 72+
R
E I
S
S 63+
U I
R I
E I
54+
P
S I
I 45+
36+
27+
18+ LEGEND
I,
I X = Required Water Supply
101.74 psi @ 334.9 gpm
9+
0 = Available Water Supply U
I 107.32 psi @ 334.9 gpm
0++-+---+----+----+------+--------+--------+---------+-----------+
400 600 800, 1000 1200 1400 1600 1800 2000
FLOW (GPM)
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
PATE: ,2/27/2013 I C:\HASS83\C4994-CB&T ATTIC.SDF
JOB TITLE: CB&T PAL MAR ATTIC 130SF
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOR 108.0 99.0 1350.0 107.5 276.7 82.2
AGGREGATE FLOW ANALSIS:
TOTAL FLOW AT SOURC 276.7 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FRO4 ACTIVE SPRINKLERS 176.7 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(PT) (PSI) (GPM)
SOR 0.0 SOURCE 82.2 176.7
BF1 0.0 - - - - 82.1 - - -
BF2 0.0 - - - - 68.1 - - -
DIP 0.0 - - - - 67.9 - - -
BOR 1.5 - - - - 67.1 - - -
TOR 12.6 - - - - 59.8 - - -
TEE 12.6 - - - - 58.5 - - -
A 12.6 - - - - 49.2 - - -
B 12.6 - - - - 16.3 - - -
C 12.6 - - - - 12.8 - - -
D 12.6 - - - - 13.0 - - -
5 12.6 - - - - 40.9 - - -
F 12.6 - - - - 47.5 - - -
G 12.6 - - - - 13.2 - - -
H 12.6 - - - - 11.0 - - -
J 12.6 - - - - 10.4 - - -
21 12.6 - - - - 15.1 - - -
22 12.6 - - - - 13.5 - - -
23 12.6 - - - - 13.0 - - -
24 12.6 11 - - - - 11.9 - - -
25 12.6 - - - - 12.8 - - -
26 12.6 - - - - 13.1 - - -
27 12.6 - - - - 9.0 - - -
28 12.6 -
- - - 8.6
29 12.6 - - - - 8.6 - - -
30 12.6 - - - - 8.2 - - -
201 14.0 K= 5.60 14.0 20.9
202 14.0 K= 5.60 12.0 19.4
203 14.0 K= 5.60 11.9 19.3
204 14.0 K= 5.60 10.6 18.3
205 14.0 K= 5.60 11.4 18.9
206 14.0 K= 5.60 11.6 19.1
207 14.0 K= 5.60 7.8 15.6
208 14.0 K= 5.60 7.4 15.2
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 2/27/2013 C:\HASS83\C4994-cs&T ATTIC.SDF
JOB TITLE: CB&T PAL
NODE ANALYSIS DATA
NODE TAG ELEVATI
(FT)
209 14.0
210 14.0
ATTIC 130SF
NODE TYPE
K= 5.60
K= 5.60
PRESSURE
(PSI)
7.4
7.0
DISCHARGE
(GPM)
15.2
14.8
DATE: 2/27/2013
JOB TITLE: CB&T PAL
PIPE DATA
PIPE TAG
END ELEV. NO
NODES (FT) (KI
Pipe: 1
SOR 0.0 SR
BF1 0.0 0
Pipe: 2
BF1 0.0 0
BF2 0.0 O
Pipe: 3
BF2 0.0 0
DIP 0.0 0
Pipe: 4
DIP 0.0 0
BOR 1.5 0
Pipe: 5
BOR 1.5 0
TOR 12.6 0
Pipe: 6
TOR 12.6 0
TEE 12.6 0
Pipe: 7
TEE 12.6 0
A 12.6 0
Pipe: 8
A 12.6 0
B 12.6 0
Pipe: 9
B 12.6 0
21 12.6 0
Pipe: 10
B 12.6 0
22 12.6 0
Pipe: 11
22 12.6 0
23 12.6 0
Pipe: 12
23 12.6 0
C 12.6 0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
C:\HASS83\C4994-CB&T ATTIC.SDF
)MAR ATTIC 130SF
Q(GPM) DIA(IN) LENGTH PRESS.
PT DISC. VEL(FPS) HW(C) (FT) SUM.
(PSI) (GPM) FL/FT (PSI)
176.7 5.850 PL 17.50 PF 0.1
E 82.2 (N/A) 2.1 150 FTG TG PE 0.0
0 82.1 0.0 0.001 TL 68.50 PV
FIXED PRESSURE LOSS DEVICE
0 82.1 0.0 14.0 psi, 176.7 gpm
0 68.1 0.0
176.7 5.850 PL 144.88 PF 0.3
0 68.1 0.0 2.1 150 FTG 4E PE 0.0
0 67.9 0.0 0.001 TL 232.88 PV
176.7 6.280 PL 15.00 PE 0.1
0 67.9 0.0 1.8 140 FTG 4E PE -0.6
0 67.1 0.0 0.001 TL 103.00 PV
176.7 2.703 PL 11.50 PF 2.5
0 67.1 0.0 9.9 120 FTG CG PE -4.8
0 59.8 0.0 0.073 TL 34.81 PV
176.7 2.703 PL 7.50 PF 1.2
,0 59.8 0.0 9.9 120 FTG E PE 0.0
0 58.5 0.0 0.073 TL 16.83 PV
176.7 1.728 PL 3.25 PF 9.4
.0 58.5 0.0 24.2 120 FTG T PE 0.0
.0 49.2 0.0 0.644 TL 14.54 PV
77.4 1.536 PL 102.25 PP 32.9
,0 49.2 0.0 13.4 120 FTG 4ET PE 0.0
.0 16.3 0.0 0.248 TL 132.56 PV
20.9 1.080 PL 2.50 PF 1.2
.0 16.3 0.0 7.3 120 FTG T PE 0.0
.0 15.1 0.0 0.123 TL 9.50 PV
56.5 1.536 PL 9.75 PF 2.8
.0 16.3 0.0 9.8 120 FTG T PE 0.0
.0 13.5 0.0 0.139 TL 19.86 PV
37.1 1.536 PL 8.83 PP 0.6
.0 13.5 0.0 6.4 120 FTG ---- PE 0.0
.0 13.0 0.0 0.064 TL 8.83 PV
17.8 1.536 PL 7.83 PF 0.1
.0 13.0 0.0 3.1 120 FTG ---- PE 0.0
.0 12.8 0.0 0.016 TL 7.83 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 2/27/2013 I C:\HASS83\C4994-CB&T ATTIC.SDF
JOB TITLE: CB&T PAL MAR ATTIC 130SF
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NO . PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K (PSI) (GPM) FL/FT (PSI)
Pipe: 13 18.3 1.080 PL 2.33 PF 0.9
C 12.6 0 0 12.8 0.0 6.4 120 FTG T FE 0.0
24 12.6 0 0 11.9 0.0 0.095 TL 9.33 PV
Pipe: 14 -0.5 1.536 PL 7.75 PF 0.0
C 12.6 0 0 12.8 0.0 0.1 120 FTG T FE 0.0
25 12.6 0 0 12.8 0.0 0.000 TL 17.86 PV
Pipe: 15 -19.4 1.536 FL 10.25 PP 0.2
25 12.6 0 0 12.8 0.0 3.4 120 FTG ---- PE 0.0
D 12.6 0 0 13.0 0.0 0.019 TL 10.25 PV
Pipe: 16 -19.4 1.536 FL 1.83 PP 0.0
D 12.6 0 0 13.0 0.0 3.4 120 FTG ---- FE 0.0
26 12.6 0 0 13.1 0.0 0.019 TL 1.83 PV
Pipe: 17 -38.4 1.536 FL 2.50 PP 0.2
26 12.6 0 0 13.1 0.0 6.7 120 FTG ---- FE 0.0
G 12.6 0 0 13.2 0.0 0.068 TL 2.50 PV
Pipe: 18 -99.3 1.536 FL 60.25 PP 27.7
G 12.6 0 0 13.2 0.0 17.2 120 FTG T FE 0.0
E 12.6 0 0 40.9 0.0 0.394 TL 70.36 PV
Pipe: 19 -99.3 1.728 FL 18.20 PP 6.5
E 12.6 0 0 40.9 0.0 13.6 120 FTG T FE 0.0
F 12.6 0 0 47.5 0.0 0.222 TL 29.49 PV
Pipe: 20 -99.3 1.728 FL 7.66 PF 1.7
F 12.6 0 0 47.5 0.0 13.6 120 FTC ---- FE 0.0
A 12.6 0 0 49.2 0.0 0.222 TL 7.66 PV
Pipe: 21 60.9 1.536 FL 4.25 PF 2.3
G 12.6 0 0 13.2 0.0 10.5 120 FTG T FE 0.0
H 12.6 0 0 11.0 0.0 0.159 TL 14.36 PV
Pipe: 22 30.0 1.536 FL 12.25 PP 0.5
H 12.6 0 0 11.0 0.0 5.2 120 FTG ---- FE 0.0
J 12.6 0.0 10.4 0.0 0.043 TL 12.25 PV
Pipe: 23 30.8 1.191 FL 3.25 PP 2.0
H 12.6 0 0 11.0 0.0 8.9 120 FTG T FE 0.0
27 12.6 0 0 9.0 0.0 0.156 TL 12.53 PV
Pipe: 24 15.2 1.191 FL 10.00 PF 0.4
27 12.6 00 9.0 0.0 4.4 120 FTG ---- FE 0.0
28 12.6 0 0 8.6 0.0 0.042 TL 10.00 PV
Pipe: 25 30.0 1.191 FL 3.25 PP 1.9
J 12.6 0 0 10.4 0.0 8.6 120 FTC T FE 0.0
29 12.6 0 0 8.6 0.0 0.149 TL 12.53 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 2/27/2013 C:\HASS83\C4994-CB&T ATTIC.SDF
JOE TITLE: CB&T PAL MAR ATTIC 130SF
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. N07- PT DISC. VEL(FPS) HW(C) (PT) SUM.
NODES (PT) (K (PSI) (GPM) FL/FT (PSI)
Pipe: 26 14.8 1.191 PL 10.00 PP 0.4
29 12.6 0.0 8.6 0.0 4.3 120 FTG ---- PS 0.0
30 12.6 0.0 8.2 0.0 0.040 TL 10.00 PV
Pipe: 27 20.9 1.080 PL 1.50 PP 0.6
21 12.6 0.0 15.1 0.0 7.3 120 FTG E PE -0.6
201 14.0 5.6 14.0 20.9 0.123 TL 4.50 PV
Pipe: 28 19.4 1.080 PL 1.50 PP 0.9
22 12.6 0.0 13.5 0.0 6.8 120 FTG T PE -0.6
202 14.0 5.6 12.0 19.4 0.107 TL 8.50 PV
Pipe: 29 19.3 1.080 PL 1.50 PP 0.5
23 12.6 0 0 13.0 0.0 6.8 120 FTG S PE -0.6
203 14.0 5 6 11.9 19.3 0.106 TL 4.50 PV
Pipe: 30 18.3 1.080 PL 1.50 PF 0.7
24 12.6 0 0 11.9 0.0 6.4 120 FTG 2E PE -0.6
204 14.0 5 6 10.6 18.3 0.095 TL 7.50 PV
Pipe: 31 18.9 1.080 PL 1.50 PP 0.9
25 12.6 00 12.8 0.0 6.6 120 FTG T PS -0.6
205 14.0 5 6 11.4 18.9 0.101 TL 8.50 PV
Pipe: 32 19.1 1.080 PL 1.50 PP 0.9
26 12.6 0 0 13.1 0.0 6.7 120 FTG T PE -0.6
206 14.0 5 6 11.6 19.1 0.103 TL 8.50 PV
Pipe: 33 15.6 1.080 PL 1.50 PP 0.6
27 12.6 0 0 9.0 0.0 5.5 120 FTG T PE -0.5
207 14.0 5 6 7.8 15.6 0.071 TL 8.50 PV
Pipe: 34 15.2 1.080 PL 1.50 PP 0.6
28 12.6 0 0 8.6 0.0 5.3 120 FTG T PE -0.6
208 14.0 5 6 7.4 15.2 0.068 TL 8.50 PV
Pipe: 35 15.2 1.080 FL 1.50 PP 0.6
29 12.6 0 0 8.6 0.0 5.3 120 FTC T FE -0.6
209 14.0 5 6 7.4 15.2 0.068 TL 8.50 PV
Pipe: 36 14.8 1.080 PL 1.50 PP 0.6
30 12.6 0 0 8.2 0.0 5.2 120 FTG T FE -0.6
210 14.0 5 6 7.0 14.8 0.065 TL 8.50 PV
DATE: 2/27/2013
JOB TITLE: CB&T P
NOTES (HASS)
(1) Calculations w
under license
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
C:\HASS83\C4994-CB&T ATTIC.SDF
ATTIC 130SF
re performed by the HASS 8.3 computer program
o. 16080621 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an average
imbalance at ech node of 0.002 gpm and a maximum
imbalance at a node of 0.067 gpm.
Total pressure at each node is used in balancing the system.
Maximum water is 24.2 ft/sec at pipe 7.
Items listed ih bold print on the cover sheet
are automaticalLy transferred from the calculation report.
Available presure at source node SOR under full flow conditions is 107.40 ps
compared to toe minimum required pressure of 20.00 psi.
PIPE FITTINGS ')FABLE
Pipe Table Name: STNDARD.PIP
PAGE: C MATERIAL Dyna-Thread HWC: 120
Diameter E uivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee
1.080 3.00 7.00 3.00 7.00 8.00 1.00 13.00 13.00 7.00
PAGE: D MATERIAL DIRON HWC: 140
Diameter E uivalent Fitting Lengths in Feet
(in) E T L C B G N
Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee
6.280 22.00 17.00 14.00 51.00 16.00 5.00 47.00
PAGE: E MATERIAL PVC200 HWC: 150
Diameter E uivalent Fitting Lengths in Feet
(in) E T L C B G N
Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee
5.850 22.00 6.00 14.00 49.00 15.00 5.00 46.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pane 7
DATE: 2/27/2013 C:\HASS83\04994-CB&T ATTIC.SDF
JOB TITLE: CB&T PALDMAR ATTIC 130SF
PAGE: G MATERIAL DynaFiow HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Eli Tee LngEfl ChkVlv BfyVlv GatViv AimChk DPViv NPTee
1.191 3.71 9.28 3.71 9.28 11.13 1.86 18.56 18.56 9.28
1.536 5.05 0.11 3.37 11.79 10.11 1.68 16.85 16.85 10.11
1.728 5.64 1.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29
2.703 9.33 8.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65
.DATE; 2/27/2013
JOB TITLE: CB&T PAL
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page, 8
C:\HASS83\C4994-CB&T ATTIC.SDP
AR ATTIC 130SF
0
0
0 (N
FZ JO.)
a a E >>
U
u o
O tar--
LU (!)c'J tac--aai
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)(0 a a)) HU)E -
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Q((jU)U)U) — a&) -H- ---
0 0 110
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44
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0 0
0
.DATE 2/27/2013
JOB TITLE: CB&T PAL
WATER SUPPLY CURVE
108*\0\\\\\
99+
90+
Ix
81+
P 72+
R I
E
S
S 63+
U I
R
E I
54+
P I
S I
I 45+
36+
27+
18+ L
I X = Required
I 82.20 Psi
9+
I 0 = Availabl
I 107.52 Ps
0++-+---+----+-
400 600 800
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9
C:\HASS83\C4994-CB&T ATTIC.SDF
)MAR ATTIC 130SF
\\\\\\\\
\\\\\\\
* <-99.0 psi 8 1350 gpm
Flow Test Point
GEND
Water Supply
@ 276.7 gpm
Water Supply
@ 276.7 gpm
---------------------------------------------------
1000 1200 1400 1600 1800 2000
FLOW (GPM)
Model F1FR56 S
Standard Upright
Standard Pendent
Conventional
Vertical Sidewall
Horizontal Sidewall
Model F1FR56 RE
Standard Pendent/F1
Horizontal Sidewall
Model Fl FR56
Standard Pendent
Model Fl FR42, Fl
Types
Standard Upright
Standard Pendent
Model F1FR42, Fl
Sprinkler Types
Standard Pendent
Listing & Approva
Underwriters Lab
Canada (cULus).
Factory Mutual Ap
Loss Prevention C
VdS Schadenverh
UL Listing Categ
Sprinklers, Automatic
Quick Response Spri
Product Descripti
Reliable Models FiFf
Series Sprinklers are
combine the durabilit
attractive low profile of
The Models F1FR5E
Series Recessed auto
frangible glass bulb, T
ed response times in
ten times faster than s
quick response enabi
F1FRXLH & F1FR28 S
a fire much faster thar
temperature rating.
The glass bulb con:
amount of special fluid
cisely manufactured ç
specially constructed
The Reliable A
Upright Pendent Conventional
Vertical Sidewall Horizontal Sidewall Recessed
Pendent/F1/F2
OW
Recessed Concealed Recessed
Horizontal Sidewall Pendent Pendent/FP
XLH Upright
Pendent F1/F2
At normal temperatures, the glass i
bulb contains the fluid in both the
liquid and vapor phases. The vapor
,T \ r
phase can be seen as a small bub-
ble. As heat is applied, the liquid
expands, forcing the bubble smaller
and smaller as the liquid pressure XLH Recessed
increases. Continued heating forces Pendent FP
the liquid to push out against the bulb, causing the glass
to shatter, opening the waterway and allowing the deflec-
tor to distribute the discharging water.
inkIer Types
Sprinkler Types
Sprinkler Types
& FlFR28 Sprinkler
& Fl FR28 Recessed
S
ratories Inc. and Certified for
rovals (FM)
uncil (LPCB, UK)
tung GmbH
Open (VNlV)
er
)n
56. F1FR42, F1FRXLH & F1FR28
iuick response sprinklers which
of a standard sprinkler with the
a decorative sprinkler.
F1FR42, F1FRXLH & F1FR28
natic sprinklers utilize a 3.0 mm
ese sprinklers have demonstrat-
aboratory tests which are five to
andard response sprinklers. This
s the Model F1FR56, F1FR42,
ries sprinklers to apply water to
standard sprinklers of the same
n1f
XLH Pendent
ists of an accurately controlled
hermetically sealed inside a pre-
ass capsule. This glass bulb is
provide fast thermal response.
matic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Application
Quick response sprinklem are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must be
exercised that the orifice si e, temperature rating, deflector style and sprinkler type are in accordance with the latest
published standards of the National Fire Protection Association or the approving Authority Having Jurisdiction. Quick
response sprinklers are intr nded for installation as specified in NFPA 13, Quick response sprinklers and standard re-
sponse sprinklers should n t be intermixed.
P/ri tie
(L H On ly)
Det7.
Locd Screw
Wa her ........
N
Fro me a - Cup
A
-
N I Nj
N
014FG06
Model F1FR42, F1FRXLH Upright
Technical data:
Models Discharge C efficient Response Thread
Size
Max.
Working
Mm.
Working Temperature
Rating Finish
Pressure Pressure
F1FR56 5.13
Quick
Response
1 /2" NPT
(R1/2) 175 Psi
See 7 P51 "Temperature See
"Finish Table"
F1FR42
F1FRXLH K 4. '
Ratings" Table
F1FR28 K2
Material Data:
Frame Deflector Load Screw Pintle Cup Washer Bulb
DZR Brass
CDA Alloy 260,
CDA Alloy 220 CDA Alloy 360 CDA Alloy 360 I CDA Alloy 651 I Nickel Alloy 440 or Alloy 360
CM Brass or or or or coated with FIFE Adhesive Glass
CDA Alloy 544 CDA Alloy 544 CDA Alloy5lo
CDA Alloy 693 Tape
2.
MODEL F11R56[inR42, rrrRxLh, F18 r 1'WO1
1,1
u;M'MQU - 721
Model F1FR56, Upright, Pendent & Conventional Sprinklers
Model Fl FR42, Fl FRXLH & Fl FR28 Upright & Pendent Sprinklers
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
Nominal 1
Orifice
Th
_____
ead
______
Nominal K Factor
________________
Sprinkler 1
__________ (SIN)
Approval
___________
Sprinkler Identification Number
Size US I Metric Height J_Organization Upright Pendent
Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position
112" (15mm) ' 1/2 N T(R1/2) 5.6 80 2.25' (57mm) 123,4 RA1425(2(3 RA1414).213t
7/16 (10mm) 1/2' NF I (R1/2) 4.2 60 2.25 (57mm) 1 RA1423 RA1413
3/8 (10mm) 1/2' N F T(R1/2) 2.8 40 2.25' (57mm) 1 RA1421 RA1411
Conventional-Install in Upright or Pendent Position
15mm 1/2" N I (191/2) 5.6 1 80 1 57mm 1 3,4 RA14753
cULus listed corrosion resitant (Polyester coated) sprinkler.
.2 Polyester coated FM apprclved sprinkler.
' Polyester coated LPCB & \dS approved sprinkler RA1425. RA1414 & AA1475.
Pendent Conventional
Model F1FR56, Fl 1342, Fl FRXLH & Fl FR28 Quick Response Recessed Pendent Sprinkler0)
Installation Wrench: Model GFR2 Sprinkler Wrench
Installation Data:
Nominal
Orifice
Tt
Size
read K Factor
US Metric
Sprinkler I Sprinkler Identification Number
Height (SIN)
1/2" (15mm) 1/21 PI(R½) 5.6 80 2.25' (57mm) RA 1414
(10mm) 1/2" N T (R1/2) 4.2 60 2.25' (57mm) RA1413
3/8" (10mm) 1/2" N FT (R 1/2) 2.8 40 2.25' (57mm) RA1411
Refer to escutcheon data I ble for approvals & dimensions
A
'N r 2 2.
MODEL EIFRF1Fji4'Fj' .LH & FIFR28 H 01.12 ,''•2" IPRMI,. .11MW
Model F1FR56j1FRXLH&F1FR28F1 or F2 Model F1FR56,F1FRXLH&F1FR28FP
3.
Approval
Organizations
1,2,3,4
4
Sprinkler
Identification
Numbers (SIN)
RA1485
Model Fl FR56 Quick Response Vertical Sidewall Sprinkler
Installation Wrench: Model D Sprinkler Wrench
Installation Position: Upri ht or Pendent
Approval Type: Light HazL rd Occupancy
Installation Data:
Nominal Nominal
_______________-
K Factor Sprinkler
Orifice Thread ize
US Metric Height
½" (15mm) ½" NPT( 1/2) 5.6 8.0 2.25" (57mm)
15mm ½" NPT M1/2) it 5.6 8.0 2.25" (57mm)
LPC Approval is for pendent position only.
cULus Listed corrosion resistan (Polyester coaled) sprinkle
Sprinkler Type Deflector to Ceiling Distance
(Mm. - Max.)
Upright 4"_(102mm) - 12"_(305mm)
Pendent 4" (102mm) - 12" (305mm)
Vertical Sidewall
Model Fl FR56 Quick F esponse Horizontal Sidewall Sprinkler
Deflector: HSW
Installation Wrench: Model ) Sprinkler Wrench
Installation Data: Horizontal Sidewall
. ---...- ......
om
..
Ninal K Factor
Nominal Orifice 1 Thread
US 1 Metric
NPT
cULus Listed corrosion resistan (Polyester coated) sprinkler.
"'Polyester coated FM approved sprinkler,
Sprinkler Approval Organizations
Height and Type of Approval
I
Light Hazard I Ordinary
Hazard
2.63" (67mm) 1,2 1
Sprinkler
Identification
Numbers (SIN)
RA1435'7
Horizontal Sidewall
2',
//--,-.-,-.-.-_.,..........................-........-'2Y'.,','f2.Ej= A4 v 11
AT M.V.'.'JA A.C5'3
42 144XM, .,'
la , T&
'N
--
-!r
RECESSED HSW W/r I OR F2 ESCUTCHEON
Note: For Recessed HSW Sprinklers use installation wrench GFR2.
4.
Nominal _"K"_Fac!. Thread Temp Rating Max.
Orifice US Meric -- Size i Sprinkler
Model
CoverI Ambient
Temp
Y/' (15m m) 5.6 .81 NFl F1FR 135°F/57°C 135°F/57C 100F/38°C
1/2 (15mm) 5.6 L PT ............FR .. 135°F/57C .1OOFJ38°C
m)5.6 ........................½"NPT[PFR ..75/79OCi65OF/74C iOO°F/38°C
1/-d"(15mm)j 5.6 1 81 Y2' NPT I F1FR 200°F/93°C 165°F174°C I 150°'F/65°C I Green
Sprinkler
Identification
Number(SIN)
RA 1414
RA1414
RA 1 41 4
Bulb Color Approvals
Orange 1
Red 1,4
Yellow 1
Model F1FR56 Quik Response Concealed Pendent Sprinklers
Installation Wrench: Model AOl Sprinkler Wrench
Technical Data:
1 For VdS only = 1551F1681ClNorbulb and 1/2 [12,7mm} adjustment.
1L LTL 2 C.
. -- r HOLE Th
L
r: ri
4sSrM,'1
" I- ' ' Lu.-; '-'T uTrP
CONCEALED. 1/2" ADJUSTMENT
Figure 1
Installation Aid
A protective cap is inclu ed for use during installation.
Important: The F 1 FR56 Sprinkler with Model COP cover
plate is not an FM Approved combination.
Installation
Quick response sprinklers are intended for installation as
specified in NFPA 13. Qu ck response sprinklers and standard
response sprinklers should not be intermixed,
The Model F1FR56, F1 F R42, F1FRXLH & F1FR28 Recessed
Quick Response Sprinkle s are to be installed as shown. The
Model Fl or F2 Escutche ns illustrated are the only recessed
escutcheons to he usec with the Model F1FR56. F1FR42,
Fl FRXLH & Fl FR28 Sprit .lers. The use of any other recessed
escutcheon will void all at rovals and negate all warranties.
When installing Model F 1 FA56, F1FR42, F1FRXLH & F1FR28
Sprinklers, use the Mode D Sprinkler Wrench. Use the Mod-
el GFR2 Wrench for installing F1FR56, F1FR42, F1FRXLH
& F1FR28 Recessed Pe dent Sprinklers. Any other type of
wrench may damage tl'te e sprinklers.
NOTE: A leak tight 1/2 PT (R1/2) sprinkler joint can be ob-
tained with a torque of 8.18 ft-lbs (10,8 - 24,4 N-m), Do not
tighten sprinklers over m4nt mum recommended torque. It may
causeleakage or impair of the sprinklers.
*DuPont Registered Traie Mark
5.
2
j.
:
I
AIX
CONCEALED, 5/16' ADJUSTMENT
Figure 2
The Model F 1 FR56/ COP Concealed Sprinkler uses the 1/2" ori-
fice, 1/2' NFl (A 1/2), 135°F (570C), 155°F (68°C), 175°F (79°C) or
200°F (93°C) Model Fl FR56 Pendent Sprinkler with a threaded
Model COP cup which is factory attached to the sprinkler. The
assembly is completed by the installation of the attractive, low
profile, 135°F (57°C) or 165°F (74°C) rated Model COP push
on cover plate assembly The cover plate and sprinkler cup as-
semblies are joined using a cover plate skirt with flexible tabs for
threaded engagement. A choice of two cover plate assemblies
provide either 1/2(13mm) or (8mm) of cover adjustment.
Do not install these sprinklers in ceiling which have positive
pressure in the space above.
After a 2/s" (67mm) diameter hole is cut in the ceiling, the
sprinkler is easily installed with the Model RO1 Wrench. A Tef-
lon* based thread sealant should be applied to the sprinkler
threads only. The Model RC1 Wrench is then used to engage
the sprinkler wrenching surfaces and to install the sprinkler in the
fitting. When inserting or removing the wrench from the sprin-
kler/cup assembly, care should be taken to prevent damage to
the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF
THE SPRINKLER, The cover plate is then pushed onto the cup.
Final adjustment is made by hand turning the cover plate until
the skirt flange makes full contact with the ceiling. Cover plate
removal requires turning in the counter clockwise direction.
After installation, inspect all spit
between the cover plate and c
open and free from any air flow ii
Concealed cover plate/cup a
specific sprinklers. The use of at
assembly with the Model Fl ERS
Model CCP Concealed cover p
which it is not specifically listed r
will void all guarantees, warrairtE
Glass bulb sprinklers have o
bulb damage dung shipping, I
THIS PROTECTION AT THE TI
PLACED IN SERVICE FOR HF
protectors before this time may
age. RASCO wrenches are d
covers are in place. REMOVE F
CLASP BY HAND, DO NOT US
TECTORS,
Temperature Ratings
S Sprinkler
Classification Temoeratui
Ordinary .7 13
Ordinary 68 15
Intermediate : 79 17(
Intermediate 93 20C
(gb .....41 .......28€
Not available for recessed spur
Escutcheon Data ()
SIN RA1435 - cULus permits use
hazard" only, while FM limits use for st
lkiers to ensure that there is a gap
ing and that the four cup slots are
tpediment to the space above,
emblies are listed only for use with
other concealed cover plate/cup
Pendent Sprinkler or the use of the
ite assembly on any sprinkler with
y prevent good fire protection and
listings and approvals.
tnge bulb protectors to minimize
andling and installation. REMOVE
nE THE SPRINKLER SYSTEM IS
PROTECTION. Removal of the
ave the bulb vulnerable to dam-
signed to install sprinklers when
OTECTORS BY UNDOING THE
TOOLS TO REMOVE THE PRO-
Max. Ambient Bulb Color Temp.
100°F (38°C) Orange
100°F(38°C) Red
150°F (66°C) Yellow
150°F(660C) Green
225°F(107°C) Blue
i Ft. F2 or FP escutcheons for "light
hazard with F2 escutcheon only.
Maintenance
The Model F1FR56, F1FR
F1FR42, F1FRXLH & F1FR28
spected quarterly and the spi
dance with NFPA 25. Do not c
ammonia or any other cleaning
brush or gentle vacuuming. R€
painted (other than factory appl
of spare sprinklers should be
merit of damaged or operated
kiers should be maintained in
to minimize the potential for dat
improper operation or non-opel
F1FRXLH and Model F1FR56,
cessed Sprinklers should be in-
er system maintained in accor-
n sprinklers with soap and water,
ds. Remove dust by using a soft
)ve any sprinkler which has been
or damaged in any way. A stock
ntained to allow quick replace-
inklers. Prior to installation, sprin-
original cartons and packaging
e to sprinklers that would cause
Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Recessed Pendent
Vertical Sidewall
Horizontal Sidewall
Recessed Horizontal sidewall
Concealed pendent
Maximum Working Pressure
175 psi (12 bar)
100% Factory tested hydrostatically to 500 psi (34,5 bar)
Finishes ('I
Standard Finishes
Sprink..er - ..Es.cutcheon ....erpJ
Bronze Brass
Chrome Plated Chrome I Chrome
Polyester Plated White
Coated uor: White Painted
pl.ppjjp_F.Is.be
$pr er ..Escutchepinoye!, pIae
Bright Brass ° Bright Brass Bright Brass
Black Plated Black Plated Satin
Black Paint zw Black Paint Off White Off White:-,:' Off White Black Paint
Satin Chrome Satin Chrome Black Plated
Other finishes and colors are available on special orclei. Consult the
factory for details. Custom color painted sprinklers may not retain their
UL Corrosion resistance listing. Coverplate custom paint is semi-gloss,
unless specified otherwise.
cULus Listed only.
200°F (93°c) maximum.
cULus listed 'corrosion resistance' applies to SIN Numbers RA1435
(HSW). RA1485(vsW), RA1425 (Upright) and RA1414 (Pendent) in
standard black or white. Corrosion resistance in other polyester colors is
available upon request.
FM Approvals finish as 'Polyester coated" applies to SIN Number
RA1414 (Pendent) in standard black or white.
'.° LPCB and VdS Approved finish applies only to RA1 425, RA1414 and RA1475,
Ordering Information
Specify:
Sprinkler Model
Sprinkler Type
Orifice Size
Deflector Type
Temperature Rating
Sprinkler Finish
Escutcheon Type
Escutcheon Finish (where applicable)
Cover plate Model
Cover plate Thread size
Cover plate Temperature
Cover plate Adjustment
Cover plate Finish
Note: When Model Fl FR56 Recessed sprinklers are ordered, the sprinklers
and escutcheons are packaged separately.
The equipment presented in this bulletin is to he installed in accordance with the latest published Standards of the National Fire Protection Association, Factory
Mutual Research Corporation, or 0th r similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distubut d by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly
qualified and reputable sprinkler cor ractors located throughout the United Slates, Canada and foreign countries.
Manufactured by
The Reliable Automatic Sprinkler Co., Inc. Recycieci
Le
(800) 431-1588 Sales Offices Paper eIiaIi (800) 848-6051 Sales Fax Revision lines indicate Updated or new cata, (914) 829-2042 Corporate Offices
11111-11 www.reliablesprinkler.com Internet Address EG. Printed in USA 07/12 Pfl'J99970
APPLICATION
Designed for installation on potable water lines in fire protection
systems to protect against both backsiphonage and backpres-
sure of contaminated water into the potable water supply. The
Model 375DA shall provide protection where a potential health
hazard exists. Incorporates metered by-pass to detect leaks and
unauthorized water use.
STANDARDS COMPLIANCE
(Unless otherwise noted, applies to sizes 21/2" thru 10")
ASSE® Listed 1047 (2 1/2" thru 8")
UL® Classified
CSA® Certified (4" & 6")
C-UL® Classified
FM® Approved
NYC MEA 218-01-M VOL 3
Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California
MATERIALS
Main valve body
Access covers
Coatings
Internals
Fasteners
Elastomers
Polymers
Springs
Sensing line
Ductile Iron ASTM A 536 Grade 4
Ductile Iron ASTM A 536 Grade 4
FDA Approved fusion epoxy finish
Stainless steel, 300 Series
NORYLTM, NSF Listed
Stainless Steel, 300 Series
EPDM (FDA approved)
Buna Nitrile (FDA approved)
NORYL, NSF Listed
Stainless steel, 300 series
Stainless steel, braided hose
A
MODEL 375DAG SHOWN ABOVE
LG~—
B
j
DIMENSIONS & WEIGI (do not include pkg.)
.1,
Attention: Model 375DA
E (flange body) and Model
375ADA (grooved body)
4 have different lay lengths.
J
F Relief Valve discharge
port:
2 1/2" -6"- 2.75 sq. in.
8-10" - 3.69sq.mn.
FEATURES
Sizes: 02 1/2 0 3'
Maximum working water
Maximum working water
Hydrostatic test pressure
End connections (GroovE
(Flange
OPTIONS (Suffixes can b
0 - with OS&Yç
0 L - less shut-off
O LM - less water m
0 - with remote r
0 - with gpm met
0 CFM - with cu ft/mm
0 G - with groove e
0 FIG - with flanged i
outlet gate cc
0 MS - with Integral I
0 P1 - with Post Indi
04" 06" 08" 010"
assure 175 PSI
nperature 140°F
350 PSI
for steel pipe) AWA C606
ANSI B16.1
Class 125
combined)
ate valves (standard)
alves (flanged body connections)
ling meter
(standard)
ter
gate valves
t gate connection and grooved
ief Valve Monitor Switch
:or Gate Valve (3-10")
ACCESSORIES
0 Air gap (Model AG)
0 Repair kit (rubber on y)
0 Thermal expansion tank (Model WXTP)
0 OS & Y Gate valve tamper switch (OSY-40)
0 QT-SET Quick Test itting Set
0 Test Cock Lock (Mo el TCL24)
DIMENSION (approximate) WEIGHT
MODEL
3750A
SIZE
in. I mm in. mm
B
LESS
GATE
VALVES
in. I mm in. I mm
-
in. mm
E
OS&Y
OPEN
in. mm mm
E
OS&Y
CLOSED F
in. I mm in. mmIbs.
LESS
GATE
VALVES
I kg
WITH OS&Y
GATE
VALVES
lbs._j
21/2 65 31 787 157/8 1403 7 1/41 184 9 229 163/8 416 137/8 352 91/2 241 83/8 213 75 34 185 84
3 80 32 813 157/8 1403 7 1/4 1841 9 229 1 187/8 479 155/8 397 9 1/2 241 1 83/8 213 78 35.4 208 94.4
4 100 375/8 956 495 8 203 9 2291223/4 578 18 1/4 464 11 279 7 1/4 184 116 52.7 306 138.9
6 150 443/4 1137 597 10 254 101/2 267 1301/8 765 233/41 603 123/8 314 91/4 235 194 88 494 224.3
8 200 603/4 1543 t3/24 959 11 279 151/2 394 37 3/4 959 29 1/4 743 153/8 391 163/4 426 382 173.4 858 390
10 250 633/4 TT 959 11 279 15 1/2 394 45 3/4 1162 35 3/8 899 153/8 391 16 3/4 426 412 187 1230 558.4
Page 1 of 2 WILKINS a Zurn Company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805-238-7100 Fax:805-238-5766
In Canada: URN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11_2 Phone:905-405-8272 Fax:905-405-1292
I Product Support Help Line: 877-BACKFLOW (877-222-5356) Website: http://www.zurn.com
0.0
0.0
U) 20 U) 0 -J 15
0
50.5
138
(/2 (1) 103 9 w-.. 69 CL
U)" Cl) 34
0
Ui a: - a-
800
252.4
138
U)
103 9
69
34
of 0 a-
4000
FLOW CHARACTERISTICS
MODEL 375DA 2 112', 3" & 4" (STANDARD & METRIC)
FLOW RATES (lls)
12.6 25.2 37.9
200 400 600
FLOW RATES (GPM)
ODEL 375DA 6,8" & 10" (STANDARD & METRIC)
FLOW RATES (lls)
126.2 189.3
(200mm)
1000 2000 3000
FLOW RATES (GPM)
< Rated Flow (Established by approval agencies)
TYPICAL INSTALLATION
Local codes shall govern install ition requirements. To be installed
in accordance with the manufa turers instructions and the latest
edition of the Uniform Plumbing ode. Unless otherwise specified,
the assembly shall be mounted at a minimum of 12(305mm) and
a maximum of 30(762mm) abc ye adequate drains with sufficient
side clearance for testing and maintenance. The installation shall
be made so that no part of the init can be submerged.
PROTECTIVE
ENCLOSURE
Capacity thru Schedule 40 Pipe (GPM)
Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec
2 1/2" 75 112 149 224
115 173 230 346
198 298 397 595
6" 450 675 900 1351
8" 780 1169 1559 2339
10" 1229 1843 2458 3687
12' 1763 2644 3525 5288
DIREcTIooF FLOW
OUTDOOR I STALLATION INDOOR INSTALLATION
SPECIFICATIONS
The Reduced Pressure Detector Backflow Prevention Assembly shall be ASSE® Listed 1047, and supplied with full port OS & Y gate
valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve
shall be NORYLTM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks and the
relief valve shall be accessible or maintenance without removing the device from the line. The Reduced Pressure Detector Backflow
Prevention Assembly shall be WILKINS Model 375DA.
WILKINS a Zurn C mpany, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805-238-7100 Fax:805-238.5766
In Canada: ZURN INDUST IES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905-405-8272 Fax:905-405-1292
Product S pport Help Line: 877-BACKFLOW (877-222-5356) Website: http://www.zurn.com
Page 2 of 2
Plain Cover Plate
UL Quick Resp n se
FM Standard R ;ponse
Concealed Spri kler With a
3/4' (19mm) Adj stment
w C
CD
0
CD
'-I
Features
1 Cover plate attac ent (Plain or Perforated) with
3/4" (19mm) asser y adjustment.
Smooth aesthetic iling profile.
Factory installed ptotective cap.
Available in Chrome and White as Standard Finish-
es. Special Appliction Finishes are also available.
Ordinary and lntertnediate temperature rating.
For additional Sprinklrs refer to Bulletin 154 for
Technical Specificatioi and Approvals
Approvals & Listir
Underwriters LaborE
Quick Respons
G5-56 - Li
Occupanc
G5-42 - Liç
05-28 - Liç
2. Factory Mutual nest
Standard Resp
See the n
Loss Prevt
and use gi
Loss Prevention Ct
Standard Resp
G5-56 - Li
Occupanc
vdS Schadenverhul
Standard Resp
5, EC-Certificate of C
U.S. Patent number 6
Application
The Reliable Model G
versatile quick respons
provides the best form
tractive appearance an
ease of installation. The
bly is easily attached an
the most dependable fir
sprinkler system.
The Reliable A
Perforated Cover Plate
The Model G5-56, 05-42 and 05-28 are designed for use
where aesthetic appearance is important. Offices, hospitals.
motels and restaurants are but a few of the applications where
it can be used.
The Model G5-56, 05-42 and 05-28 are UL Listed Quick
Response Concealed sprinklers intended for use in accor-
dance with NFPA 13. FM Approves the G5-56 and the 05-28
sprinkler as a standard response concealed sprinkler intended
for use in accordance with FM Loss Prevention Data Sheet 2.0.
Product Description
The Reliable Model G5-56, 05-42 and G5-28 uses a proven
quick response fusible element in a standard style sprinkler
frame with a drop-down deflector. This assembly is recessed
into the ceiling and concealed by a flat cover plate assem-
bly. The threaded engagement provides 3/4" (19mm) of cover
adjustment. The flat cover plate is attached to the skirt using
either 135°F (57°C) or 165°F (74°C) ordinary temperature clas-
sification solder.
When the ceiling temperature rises, the solder holding the
flat cover plate melts, the flat cover plate released thus expos-
ing the sprinkler inside to the rising ambient temperature.
The subsequent fusing of the element opens the waterway
and causes the deflector to distribute the water. Any secure
engagement between the cover plate and cup will assure that
the drop-down deflector is properly located below the ceiling.
matic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
gs
ones Inc. and cULus -
ht Hazard and Ordinary Hazard
Hazard Occupancies
Hazard Occupancies
ch Corp. (FM) -
se (See Page 3)
st recent FM Global Property
tion Data Sheets for installation
delines.
incil (LPCB, UK) -
ht Hazard and Ordinary Hazard
ng GmbH -
ise
nformity 0832-CPD-2062
54,077.
56, G5-42 and G5-28 are the most
concealed sprinklers available. It
fire protection while offering an at-
3/4" (19mm) of cover adjustment for
;mall diameter cover plate assem-
blends into the ceiling, concealing
protection available, an automatic
Model FC Sprinkler Wrench
UL Listing Category
Sprinklers, Automatic and
Open
Quick Response Sprinkler
UL Guide Number
VN IV
Installation
Do not install the G5-56, G5
have positive pressure in the S
Cut a25/8 inch (67mm) dia
sprinkler is easily installed
wrench has a socket drive
the sprinkler. When install
positioned into the sprinkle
socket engages the body
then tightened into the pipe
ing the wrench from the spi
be taken to prevent dam
WRENCH ON ANY OTHI
CUP ASSEMBLY. Install th
cover in the clockwise dire
ing.
A protective cap is provided t
deflector from damage which
before the cover plate is insta
inside the sprinkler cup. Remc
install cap until the cover plate
Maintenance
The Model G5-56. G5-42 a
quarterly and the sprinkler sy
with NFPA 25. Do not clean sp
monia or any other cleaning
has been painted (other than
anyway. Concealed sprinkler
in the field, after installation or
other than the factory finish. A
be maintained to allow quick re
ated sprinklers. Prior to installs
tamed in the original cartons
potential for damage to sprin
operation or non-operation.
.2 and G5-28 in ceilings which
ice above.
eter hole is cut in the ceiling, the
ith the Model FC Wrench. The
hich is inserted into the body of
a sprinkler the wrench is first
cup assembly until the wrench
the sprinkler. The sprinkler is
tting. When inserting or remov-
kler/cup assembly, care should
e to the sprinkler. DO NOT
PART OF THE SPRINKLER/
cover plate by hand turning the
on until it is tight against the ceil-
protect the drop-down sprinkler
ould occur during construction
sd. The cap is factory installed
e cap to install sprinkler, then re-
installed.
id G5-28 should be inspected
tern maintained in accordance
inklers with soap and water, am-
jids. Remove any sprinkler that
:actory applied) or damaged in
cover plates can not be painted
flave any other coating applied
stock of spare sprinklers should
placement of damaged or oper-
tion, sprinklers should be main-
and packaging to minimize the
lers that would cause improper
Ordering Information
1. Sprinkler Model
2, Nominal Orifice
Flat Cover Plate
Plain or Perforated
Flat Cover Plate
Assembly Finish
Inlet Type
Cover Plate Finishes11t
Standard Finishes
Chrome
White Paint
Special Application
Finishes(')
Bright Brass
Finished Bronze
Black Plating
Black Paint
Off White
Satin Chrome
Other finishes and colors are
available on special order.
Consult factory for details.
Coverplale custom paint is
semigloss, unless specified
otherwise.
For the perforated style cover-
plate, consult factory for avail-
ability on these and other cus-
tom finishes.
Maximum Working Pressure
175 psi (12 bar)
100% Factory tested Hydrostatically to 500 psi (34.5 bar)
Temperature Rating
Cover I Max. Ambient Classification Sprinkler Plate Temp.
Ordinary 165°F174°c 135cF/57nc 100F/38'C
Intermediate 212F/100°C 165°F4C 150°F/66°C
2.
Technical Data
Nominal Sprinkler Sprinkler Ii let Total Nominal K Factor Thread Approvals Sprinkler
US I Metric Model Adjustment Orifice Identification (SIN)
05-56 Non Adjusts (19mm) 5" (15mm) 5.6 80 ½" NPT(R'/2) 1,2,3,4,5 RA3415
G5-42 Non Adjusts N' (19mm) '/" (10mm) 4.2 I 60 1/' N P T (R 1,/A 1 RA3413
G5-28 Non Adjusta)le A" (19mm) /" (10mm) 2.8 40 ½" NPT (RV?) 1,2 8A3411
For VdS Approval, temperature rating sprinkler 165°F/74c and cover plate 135°F/57°C only!
1" - 7/2' REDUCING
TEE OR ELBOW
2" [58.42mm] 0/A HOLE IN CEILING
CUP
2-1/4" [50.8mm] MAX.
Ff77/ND
To FACE OF CEILING
DIMENSION
CEILINGJ
" (/9.05mm] MAX.
" [4.96mm] J COVER ADJUSTMENT
AT COVER PLATE 3k" [64.2 1mm] 0/A. H ASSEMBLY
SPRINKLER
COVER PLATE: 3/4" [19.05mm] ADJUSTMENT
Notice
FOR USE AS A REPLACEMENT OF MODEL G4A SPRINKLERS
x 1/2 REDUCING
TEE OR ELBOW
fiL 1 T
RELL48LE P/N 6999997900
X BRASS NIPPLE EXT
[58.42mm] D/A 4 -
[66.55mm]
HOLE IN CEILING
J-I/76 [77.72mm] MAX.
CUP _
FACE OF FITTING
TO FACE OF CEILING DIMENSION
2-1/4" [50,8mm] MAX.
FACE OF NIPPLE E. I TO FACE OF CEILING
CEILING I. /
DIMENSION
J [I9.05mm]A X [496 mm] COVER AOJLISTME
FLAT COVER P/ATE
7 [84.27-1 014. - ASSEMBLY
SPRINKLER J
COVER PLATE: 3/4" [19.05mm] ADJUSTMENT
NOTE:
Testing has shown that use of a "nipple extension' will not affect the listing of the sprinkler.
For RETROFIT installations, per NFPA 13 (2010) section 8.15.19.4, 'which allows the use of nipples as the same pipe
thread size as the e isting outlet when revamping existing systems".
Do not exceed 8-18 (-lbs of torque during installation.
3.
Reliable;,Yor Complete Protection
Reliable offers a wido selection of sprinkler components. Following are some of the many
precision-made Relible products that guard life and property from fire around the clock,
I
Automatic sprinlclers
Flush automatic spri nklers
Recessed au atic sprinklers
Concealed a atic sprinklers
Adjustable automatic sprinklers
Dry automatic sprinklers
Intermediate level sprinklers
Open sprinklers
Spray nozzles
Alarm valves
Retarding chambers
Dry pipe valves
Accelerators for dry pipe valves
Mechanical sprinkler alarms
Electrical sprinkler alarm switches
Water flow dete tors
Deluge valves
Detector check valves
Check valves
Electrical system
Sprinkler emergency cabinets
Sprinkler wrenches
Sprinkler escutcheons and guards
Inspectors test connections
Sight drains
Ball drips and drum drips
Control valve seals
Air maintenance devices
Air compressors
Pressure gauges
Identification signs
Fire department connection
The equipment presented in this bulletin is lobe installed in accordance with the latest published Standards of the National Fire Protection Association, Factory
Mutual Research Corporation. or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distrihut •d by Reliable have been protecting life and property for over 90 years. and are installed and serviced by the most highly
qualified and reputable sprinkler conti actors located throughout the United States, Canada and foreign countries.
Manufactured by
The Reliable Automatic Sprinkler Co., Inc. Recycled
(800) 431-1588 Sales Offices Paper Heliab (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices
www.reliablesprinkler.com Internet Address EG. Printed in U.S A 11/12 P/N 9999970421