HomeMy WebLinkAbout3321 TELAGA RD; ; FPR2016-0020; PermitPERMIT REPORT
Ccity of
Carlsbad
Print Date: 09/23/2021
Job Address: 3321 TELAGA RD, CARLSBAD, CA
Permit Type: FIRE-Construction Residential
Parcel #:
Valuation: $0.00
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Project Title:
Description: ACACIA - MODEL HOME
BLDG 21/! UNIT 46/I PLAN 1
Permit No: FPR2016-0020
Status: Closed - Finaled
Work Class: Single Family Fire Sprinkl
Track #: Applied: 12/01/2016
Lot #: Issued: 05/30/2017
Project #: Finaled Close Out: 09/16/2021
Plan #:
Construction Type:
Orig. Plan Check #: Inspector:
Plan Check #: Final Inspection:
FPContractor:
NP MECHANICAL INC
P0 BOX 309
CORONA, CA 92878-0309
(951) 667-4220
FEE AMOUNT
FIRE NFPA 13D Single Family System (Insp/Bldg) $121.00
FIRE NFPA 13D Single Family System (Plan Review) $239.00
Total Fees: $360.00 Total Payments To Date: $360.00 Balance Due: $0.00
Fire Department Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov
CARLSBAD FIRE DEPARTMENT
Fire Prevention Division
1635 Faraday Avenue - Carlsbad, CA 92008
760.602.4665
WATER AVAILABILITY FORM
SECTION A: TO BE COMPLETED BY CUSTOMER
PROJECT NAME: Quarry Creek SR#:
(Assigned upon plan submittal)
PROJECT ADDRESS: CITY: Carlsbad
PHONE: ( 951 ) 667.4220 x350 FAX NUMBER: (951) 667.4216
Largest Building (ft.2): Sprinkled? Construction Type:
SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD.
Water Purveyor: City of Carlsbad
Location of test (reference map required): Intersection of Adobe Springs Road and El Salto Falls Street
TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED
Flow Test Results
Static pressure: 94 PSI Hydrant Number (if applicable):New
Elevation of test: 114 Feet Date/Time of Test1:
PitotTu&e'Reading: Corresponding Flow: GPM
Total Flow: 5,825 GPM Residual Pressure 75 PSI
At peak demand , this water system is capable of providing a fire flow discharge @ 20 psi of greater than 5,825 GPM,
however the velocity exceeds the maximum criteria of 15 fps. Therefore, the maximum available fire flow for this
location is 5,825 GPM.
Testtobeperformed as close as possible tothetime the most conservativeflowsand pressures are expected
Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer
modeling), fill out the information above as applicable and check here: x
Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606
Signature: (;~ ______________________________________
TitIe/Org:ctManager Date: 03/14/2016
Quarry Creek Fire Flow Analysis
/ r -1 ------ -
/ [ -
------ \
VTERD \ PR
\\ \ \\
-----
Quarry Creek FIRE
MONRD
120
co
0.1
CID MARAGK
SiMSB 8" PL
ck
Prepared By: Jennifer R. Mael, P.E. - MCS Date: 3/14/2016 10:51:06 AM
Options
(Suffixes can be combined)
D - with OS & Y gate valves (standard)
L - less shut-off valves (flanged body
connections)
LM - less water meter
- with remote reading meter
- with gallon meter (standard) E CFM - with cu ft meter
CMM - with cu meter meter
L G - with groove end gate valves
0 FG - with flanged inlet gate connection and
grooved outlet gate connection
P1 - with Post Indicator Gate Valve (3-10")
Accessories
Repair kit (rubber only)
0 Thermal expansion tank (Model XT)
0 05 & Y Gate valve tamper switch (OSY-40)
ZURN Model 3500A
WILKINS Double Check Detector Assembly
Application
Designed for installation on water lines in fire protection systems
to protect against both backsiphonage and backpressure of
polluted water into the potable water supply. Model 350DA
shall provide, protection where a potential health hazard does
not exist. Incorporates metered by-pass to detect leaks and
unauthorized water use.
Standards Compliance (Sizes 2 1/2 - 10" Horiz. & Vert.)
(12 Horizontal Only)
ASSE® Listed 1048 (Sizes 2 1/2 thru 12)
CSA® Certified B64.5 (Sizes 2 1/2 thru 8", & 12)
AWWA Compliant C510 (Sizes 2 1/2 thru 12), and C550
UL® Classified (Sizes 2 1/2 thru 12)
C-UL® Classified (Sizes 2 1/2 thru 12)
FM® Approved (Sizes 2 1/2 thru 10)
NYC MEA 147-99-M Vol 4(2-1/2 - 10)
Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of Southern
California (Sizes 2 1/2 thru 12)
NSF® Listed-Standard 61, Annex G*
*(025% MAX. WEIGHTED AVERAGE LEAD CONTENT)
Materials
Main valve body Ductile Iron ASTM A 536 Grade 4
Access covers Ductile Iron ASTM A 536 Grade 4
Coatings FDA Approved fusion epoxy finish
Internals Stainless steel, 300 Series
NORYLTM, NSF Listed
Fasteners Stainless Steel, 300 Series
Elastomers EPDM (FDA approved)
Buna Nitrile (FDA approved)
Polymers NORYLTM, NSF Listed
Springs Stainless Steel, 300 Series
Features
Sizes: 2 1/2, 30, 4", 6", 8", 10, 12"
Maximum working water pressure 175 PSI
Maximum working water temperature 140°F
Hydrostatic test pressure 350 PSI
End connections (Grooved for steel) AWWA C606
(Flanged) ANSI B16.1 Class 125
C T~ F
Dimensions & Weights (do not include pkg.)
Attention:
Model 350DA (flange body)
and Model 350ADA (grooved
body) have different lay
lengths.
MODEL DIMENSION (approximate) WEIGHT
350DA SIZE
in. mm
A
in. I mm
B LESS
GATE
VALVES
in. I mm
C
in. I mm
0
in. mm
E
OS&Y OPEN
in. mm
E OS&Y
CLOSED
in. mm
F
in. mm
WITHOUT
GATES
VALVES
lbs. kg
WITH OS&Y
GATE VALVES
lbs. kg
21/2 65 31 787 157/8 403 33/4 95 9 229 163/8 416 137/8 352 31/2 89 68 30.9 178 80.8
3 80 32 813 157 403 3 3/4 95 9 229 187/8 479155/8397 3V2 89 68 30 198 90
4 100 375/8 956 191/2 495 41/2 114 9 229 223/4 578 181M 464 6 102106 48 96 4
6 180443/4 1137 231/2 597 51/2 140 101/2 267 301/8 765 233/4 603 7 178 180 8t7 480 21L9
200 60 3/4 184337 3/4 959 254 305 373/4 959 291/4 743 82 216 374 170 850 385
10 250633/41618373/4959 254 305 453/4 1162 353/8 899 82 216 404 183 1222 554
12 300 661/4 1883 965 10254 12305 531/8 1349 405,8 103
Zurn Industries, LLC I Wilkins
1747 Commerce way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766
In Canada I Zurn Industries Limited
3544 Nashua Drive, Mississauga, Ontario L4V 112 Ph. 905-405-8272, Fax 905-405-1292
Rev. B
Date: 12/13
Document No. BF-350DA
Patent No. 5, 913, 331
Product No. Model 3500A www.zurn.com I Page 1 of 2
PROECVE
VERTICAL INSTALLATION
Flow Characteristics
0.0
Lo 15
U) 0 —J
U) cog:. U) cci cr - n
MODEL 350DA 2 1/2", 3" & 4" (STANDARD & METRIC)
FLOW RATES (us)
12.6 25.2 37.9
0 Rated Flow (established by approval agencies)
50.5
800 0 200 400 600
FLOW RATES (GPM)
MODEL 350DA 6" & 8" (STANDARD & METRIC)
FLOW RATES (Its) 0.0 31.5 63.1 94.6 126.2
U) 15 U)
10
Cn
IL
0 500 1000 FLOWRATES (GPM)1500
MODEL 350DA 10" & 12" (STANDARD & METRIC)
FLOW RATES (us)
0.0 31.5 63.1 94.6 126.2 157.7 189.3
15 - - - - - - - - - ___________ - = (I) - -------- —10(250mw. 1 - - - 0
Lu
---I-----—
Ia
Ir CL n
0 500 1000 1500 2000 2500
FLOW RATES (GPM)
157.7
Ii-
L— -
1"- 1
03
U) 0 -J 69
Of QL
34 U) W
0. 0
2000 2500
220.8 252.4 283.9
UI).)
U) 0 —J 69 W -.
34 (I) W
a- 0
3000 3500 4800 4500
Typical Installation
Local codes shall govern installation requirements. Unless
otherwise specified, the assembly shall be mounted at a
minimum of 12" (305mm) and a maximum of 30' (762mm)
above adequate drains with sufficient side clearance for test-
ing and maintenance. The installation shall be made so that
no part of the unit can be submerged.
Capacity thru Schedule 40 Pipe (GPM)
Pipe size 5 ft/sec 7.5 ft/sec lOft/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
OUTDOOR INSTALLATION
Specifications
The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port 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 (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be
EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The
Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350DA.
Zurn Industries, LLC I Wilkins
1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766
In Canada I Zurn Industries Limited
3544 Nashua Drive, Mississauga, Ontario L4V 112 Ph. 905-405-8272, Fax 905-405-1292
www.zurn.com Page 2 of 2
Recordall® Compound Series Meter
Badger Meter Lead-Free Bronze Alloy, Sizes 2', 3', 4" & 6"
0 a NSF/ANSI Standards 61 and 372 Certified
DESCRIPTION
The Recordall Compound Series meters meet or exceed the most
recent revision of AWWA Standard C700 and are available in a lead-
free bronze alloy. The Compound Series meters comply
with the lead-free provisions of the Safe Drinking Water Act, are
certified to NSF/ANSI Standards 61 and 372 (Trade Designation:
LL-NS) and carry the NSF-61 mark on the housing. All components
of the lead-free bronze alloy meter (housing, measuring element,
seals, and so on) comprise the certified system.
Badger Meter Recordalle Compound Series meters combine two
metering technologies in one innovative package. A positive
displacement chamber measures low flow, while a turbine
chamber records high flow.
Offered in four sizes, the Compound Series meter features:
Patented design that eliminates the need for a trigger valve and
maintains crossover accuracy.
Permanently sealed, tamper-resistant register or encoder
Meters and encoders that are compatible with Badger Meter
AMR/AMI systems and other approved reading technologies
Badger Meter ORION and GALAXY AMR/AMI meter reading
systems are available for all Compound Series meters.
ltror ERT reading systems are also available. An optional
summator can be provided as an integral part of the register
assembly. All register options are removable from the meter
without disrupting water service.
TAMPER-PROOF FEATURES
Unauthorized removal of the register or encoder is inhibited by
the use of an optional tamper detection seal wire screw, TORX
tamper-resistant seal screw or the proprietary tamper-resistant
keyed seal screw. Each can be installed at the meter site or at
the factory.
APPLICATIONS
Use the Recordall Compound meter for measuring potable cold
water in commercial and industrial applications where flow is in
one direction only. The meter is an ideal choice for facilities that
experience rapid and wide fluctuations in water demand, such as
hospitals, universities, residential complexes and manufacturing or
processing facilities.
OPERATION
At low flow rates, the Compound Series meter diverts water up
through a bypass to the disc chamber. Leaving the chamber's
outlet port, water flows beyond the turbine element and main
valve. As the flow rate increases, a pressure differential is created
that opens the main valve. The water then flows straight through
the turbine chamber. In addition, a portion still flows through the
disc chamber before exiting the meter.
RCS-DS-00078-EN-02 (September 2013)
Rotor and disc movements are transmitted by magnetic drive
couplings to individual register odometers. The direct magnetic
drive provides a positive, reliable and dependable register coupling
for straight-reading or remote reading options. The self-lubricating
thermoplastic register gearing is designed to minimize friction and
provide long life.
OPERATING PERFORMANCE
The Recordall Compound Series meets or exceeds registration
accuracy for low, normal operating, maximum continuous
operation, and changeover flow rates as specified in AWWA
Standard C702.
CONSTRUCTION
The Recordall Compound Series meter's construction complies
with ANSI and AWWA C702 standards. It consists of three basic
components: meter housing, interchangeable measuring elements,
and sealed direct reading registers. The measuring element consists
of the disc measuring chamber, turbine head assembly, and high
flow valve assembly. To simplify maintenance, the registers and
measuring elements can be removed without removing the meter
housing from the line.
METER INSTALLATION
The meter is designed for installations where flow is in one
direction only. A separate strainer is required to ensure optimum
flow conditioning and protection of the measuring element.
Companion flanges for installation of meters on various pipe types
and sizes are available in cast iron or NIL bronze as an option.
Product Data Sheet
It
Recordall® Compound Series Meters, Sizes 2 3"4"& 6"
REGISTERS I ENCODERS
Standard-Sweep-Hand Registration
The standard register is a straight-reading, permanently sealed magnetic drive register. Dirt, moisture, tampering and lens fogging
problems are eliminated. The register has a six-odometer wheel totalization display, 3600 test circle with center sweep hand, and flow finder
to detect leaks. Register gearing is made of self-lubricating engineered polymer, which minimizes friction and provides long life. The multi-
position register simplifies meter installation and reading. The register capacity is 106,000,000 gallons (10,000,000 ft3, 1,000,000 m3).
Optional-Encoders for AMR/AMl Reading Solutions
AMR/AMI solutions are available for all Recordall Compound Series meters. All reading options can be removed from the meter without
disrupting water service. Badger Meter encoders provide years of reliable, accurate readings for a variety of applications and are also
available pre-wired to Badger Meter approved AMR/AMl solutions. See details at www.badgermeter.com.
SPECIFICATIONS
Compound Series Model 2150mm) 3(80mm) 4(100mm) 6(150mm)
Meter Flanges, Class 150 2' elliptical or round 3" round 4" round 6" round
(50 mm) (80 mm) (100 mm) (150 mm)
Typical Operating Range 0.5 ... 200 gpm 0.5 ... 450 gpm 0.75.. .1000 gpm 0.75 ... 2000 gpm
(100% ± 1.5%) (0.1.. .45 m3/h) (0.1.. .102 m3/h) (0.17.. .227 m3/h) (0.17.. .454.4 m3/h)
Low Flow Registration 0.25 gpm (0.06 m3/h)
(97% minimum)
0.25 gpm (0.06 m3/h) 0.375 gpm (0.09 m3/h) 0.375 gpm (0.09 m3/h)
Maximum Continuous
Flow
170 gpm (38.3 m3/h) 400 gpm (90.3 m3/h) 800 gpm (181.6 m3/h) 1500 gpm (340.5 m3/h)
Pressure Loss at Maximum
Continuous Flow
5.4 psi at 170 gpm 6.0 psi at 400 gpm 11.0 psi at 800 gpm 9.3 psi at 1500 gpm
(0.38 bar at 38.3 M3 /h) (0.41 bar at 90.3 m3/h) (0.75 bar at 181.6 M3 /h) (0.64 bar at 340.5 m3/h)
Crossover Flow Rate, 12 gpm
Typical
12 gpm 20 gpm 30 gpm
Pressure Loss at Crossover 3.5 psi (0.24 bar) 4.0 psi (0.28 bar) 4.0 psi (0.28 bar) 5.0 psi (0.35 bar)
Minimum Crossover
Accuracy
97% 97% 97% 95%
Maximum Operating
Pressure 150 psi (10 bar)
Maximum Operating
Temperature
105°F (41°C)
Test Plug 1-1/2" 2"
Materials
Meter Housing & Cover Lead-free bronze alloy
Turbo Cast Head Lead-free bronze alloy
Nose Cone & Straightening Vanes Thermoplastic
Rotor Thermoplastic
Rotor Radial Bearings Lubricated thermoplastic
Rotor Thrust Bearing Sapphire jewels
Rotor Bearing Pivots Passivated 316 stainless steel
Calibration Mechanism Stainless steel & thermoplastic
Measuring Chamber & Disc Thermoplastic
High Flow Valve Stainless steel & thermoplastic
Magnets Ceramic
Register Lens Glass
Register Housing & Cover Thermoplastic or bronze
Trim Stainless steel
Drain Plug (3/4") Stainless steel or lead-free bronze alloy
Test Plug Stainless steel or lead-free bronze alloy
Page2 September2013
p
I
Product Data Sheet
PHYSICAL DIMENSIONS
Compound Series Model
2" Elliptical
(50 mm)
2" Round
(50 mm) 3(80mm) 4(100mm) 6(150mm)
Meter & Pipe Size 2" (50 mm) 3" (80 mm) 4000 mm) 6" 050 mm)
Net Weight 45 lb (20.4 kg) 71.5 lb (32.4 kg) 85 lb (38.4 kg) 152 lb (68.7 kg)
Shipping Weight 63 lb (28.5 kg) 99.5 lb (45 kg) 120 lb (53.8 kg) 200 lb (90.4 kg)
Length (A) 15-1/4" * (387 mm) 17" (432 mm) 20" (508 mm)** 24" (610 mm)
Width (B) 7-3/8" (187 mm) 9-1/4" (235 mm) 9-1/8" (232 mm) 12-3/8" (314 mm)
Height (C) 5-7/8" (149 mm) 6-5/8" (168 mm) 7-1/4" (184 mm) 8-7/8" (225 mm)
Flange (D) 5/8(16mm) 3/4(19mm) 7/8" (22 mm) 15/16" (24 mm)
Bolt Circle (E) 4-1/2" (114mm) 4-3/4" 021 mm) 6" 052 mm) 7-1/2" (190.5 mm) 9-1/2" (241 mm)
Centerline (C) to Base (F) 2-3/4" (70 mm) 3-5/8" (92 mm) 4-1/4" (108 mm) 5-3/8" (137 mm)
Number of Bolts 2 7 4 4 8 8
Adapter available to increase total length to 17" (432 mm).
**Adapter available to increase total length to 24" (610 mm).
Elliptical Flange (2" Only)
Round Flange
September2013 Page 3
........................... u.uuuuuuuuuuuuuuuuul...luu. ........................... ....................-......
uuuuuuuuuuuuuui.rniu..u..uu. ................ii......... uuuIuuuuuuuIuUuuU'AuuuuuuuII ...............i..u...u...0
..........
Reliable
Bulletin 006 Rev. I
Model RFC30 (SIN RA0611)
Model RFC43 (SIN RA0612)
Model RFC49 (SIN RA0616)
Residential Flat Concealed
Sprinklers
w C
0
0 0 O)
I CD
A Residential Flat Concealed
Sprinkler engineered for a minimum
design density of 0.05 gpm/ft2 with
low GPM requirements.
Features
Very low water flow requirements.
Cover plate attachment (Plain or Perforated)
with ½" (13mm) Total adjustment.
Thread-On/Thread-Off or Push-On/Thread
Off cover attachment option.
Smooth aesthetic ceiling profile.
Available in brass, chrome and black plated
or painted finishes.
Listings & Approval
1. Listed by Underwriters Laboratories, and
certified by UL for Canada (cULus)
UL Listing Categories
Residential Automatic Sprinklers
UL Guide Number
VKKW
Product Description
Model RFC30, RFC43 and RFC49 Concealed Residen-
tial Sprinklers are fast response residential fusible solder
link automatic sprinklers. Residential sprinklers differ
from standard sprinklers primarily in their response time
and water distribution patterns.
Model RFC30, RFC43 and RFC49 sprinklers discharge
water in a hemispherical pattern below the sprinkler de-
flector. Residential distribution patterns are higher and
generally contain a finer droplet size than standard sprin-
kler patterns.
The combination of speed of operation and high dis-
charge pattern required for residential sprinklers has
demonstrated, in fire testing, an ability for controlling
residential fires, and thereby providing significant evacu-
ation time for occupants.
The RFC30, RFC43 and RFC49 Sprinklers provide the
best form of fire protection by combining an attractive ap-
pearance and 1/2" (13mm) of cover adjustment for ease
of installation. The small diameter cover plate is easily
Plain Uover Plate
Perforated Cover Plate
and positively attached and blends into the ceiling, con-
cealing the most dependable fire protection available, an
automatic sprinkler system.
The RFC30, RFC43 and RFC49 are UL Listed Residen-
tial Sprinklers to be installed in the residential portions
of any occupancy in accordance with NFPA 13, 13R, &
13D.
The RFC30, RFC43 and RFC49 can reduce the need
for precise cutting of drop nipples. The threaded cover
plate assembly can be adjusted without tools to fit ac-
curately against the ceiling. The fire protection system
need not be shut down to adjust or remove the cover
plate assembly.
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Application and Installation
The RFC30, RFC43 and RFC49, for residential instal-
lations, use a 165°F (74°C) fusible solder link in a tun-
ing fork style sprinkler frame with a drop-down deflector.
This assembly is recessed into the ceiling and concealed
by a flat cover plate. The cover plate is attached to the
skirt, using 135°F (57°C) ordinary temperature classifica-
tion solder. When the ceiling temperature rises, the solder
holding the cover plate releases the cover allowing the
deflector to drop into position and exposing the sprinkler
inside to ceiling temperature. The subsequent operation
of the solder link opens the waterway and causes the de-
flector to drop into position to distribute the discharging
water in a hemispherical pattern below the sprinkler de-
flector. Any adjustment of thread engagement between
the cover plate and cup will assure that the drop-down
deflector is properly located below the ceiling. The resi-
dential distribution pattern contains a finer droplet size
than a standard sprinkler, and the pattern produces sig-
nificantly higher wall wetting.
After a 2 /8 inch diameter hole is cut in the ceiling, the
sprinkler is to be installed with the Model FC Wrench.
When installing a sprinkler, the wrench is first positioned
into the sprinkler/cup assembly and around the hexago-
nal body of the sprinkler frame. The Wrench must bottom
out against the cup in order to ensure proper, safe instal-
lation. The sprinkler is then tightened into the pipe fitting.
When inserting or removing the wrench from the sprin-
kler/cup assembly, care should be taken to prevent dam-
age to the sprinkler. DO NOT WRENCH ON ANY OTHER
PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL
RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS
MUST BE INSTALLED ONLY WITH 135°F RATED COV-
ERS.
Note: A leak tight ½" NPT (R112) 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 maximum recommended torque. It
may cause leakage or impairment of the sprinklers.
Cover assemblies provide up to 1/2" (13mm) of adjust-
ment. Turn the cover clockwise until the flange is in con-
tact with the ceiling. For the push-on/thread-off option,
the cover assembly is pushed onto the cup and final ad-
justment is made by turning the cover clockwise until the
skirt flange makes full contact with the ceiling. Cover re-
moval requires turning in the counter-clockwise direction.
In ceilings that have a plenum space above the
sprinkler, the plenum space may have neutral or neg-
ative pressurization but must not be positively pres-
surized. Inspect all sprinklers after installation to en-
sure that the gap between the cover plate and ceiling
and the 4 slots in the cup are all open and free from
any air flow impediment.
Model Thread Nominal Sprinkler CCP Assembly Max.
Ambient K Max.
(SIN)
Size Orifice Temp Rating
_____
Temp. Rating
____ Temp. Factor Pressure
Inch (mm) Inch (mm) psi (bar)
°F °C °F °F I °C
RFC 30 1/2 (15) 21/64 (8,2) 165 74 (RA0611)
135 57 100 38 3.0 (43.2) 175 (12)
RFC 43
(RA0612) 1/2"(15) /(10) 165 74 135 57 100 38 4.3(62) 175 (12)
RFC 49
(RA0616) 1/2" (15) ½ /6(11) 165 74 135 57 100 38 4.9 (70.6) 175 (12)
Note: 1 bar = 100 Kpa
RFC 30
Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F174°C) T op of Deflector Installation Minimum
area
Ft x Ft (m x m) Ft (m) to Ceiling
Inch (mm) Type Spacing
Ft (m) Flow Pressure
GPM (Llmin) PSI (bar)
12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0(0,62) Smooth ceilings /2 to 1(13 to 25.4)
Beamed ceilings per NFPA 130, 13R or concealed 8(2,4)
14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11.0 (0,76) 13 installed in beams 1/2 to 1(13 to 25.4)
For ceiling types refer to NFPA 13, 13R or 13D
2.
RFC43
Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F174°C) To p of Deflector Installation Minimum
area
Ft x Ft (m x m) Ft (m) to Ceiling
Inch (mm) Type Spacing
Ft (m) Flow Pressure
GPM (11mm) PSI (bar)
12 x 12(3,6 x 3,6) 12(3,6) 12(4,5) 7.8 (0,54)
Smooth Ceilings /2 to 1(13 to 25.4)
14 x 14(4,3 x 4,3) 14(4,3) -13(49) 9.1 (0,63)
16 x 16(4,9 x 4,9) 16(4,9) 13(49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or
13 installed in beams /2 to 1(13 to 25.4)
Concealed 8(2,4)
18x 18(5,5x5,5) 18(5,5) 18(68) 17.5 (1,21)
20x20(6,1 x6,1) 20(6,1) 21(79) 23.8 (1,64)
For Ceiling types refer to NFPA 13, 13R or 13D
RFC 49
Max. Coverage Max. Spacing
Ordinary Temp. Rating
(165' VC) Top of Deflector Installation Minimum
area
Ft x Ft (m x m) Ft (m) to Ceiling
Inch (mm) Te Type Spacing
Ft (m) Flow Pressure
GPM (L/min) PSI (bar)
12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48)
Smooth Ceilings ½ to 1(13 to 25.4)
14 x 14(4,3 x 4,3) 14(4,3) 13 (49) 7.0(0,48)
16 x 16 (4,9 x 4,9) 16(4,9) 13(49) 7.0 (0,48) Beamed Ceilings per NFPA 13D, 13R or
13 installed in beams ½ to 1(13 to 25.4)
Concealed 8(2,4)
18 x 18(5,5 x 5,5) 18(5,5) 17 (64,3) 12.0(0,83)
20 x 20(6,1 x 6,1) 20(6,1) 20(75,73) 16.7 (1,14)
4
For Ceiling types refer to NFPA 13, 13R or 13D
Maintenance
Model RFC30, RFC43 and RFC49 Concealed Sprin-
klers should be inspected and the sprinkler system
maintained in accordance with NFPA 25. Do not clean
sprinklers with soap and water, ammonia or any other
cleaning fluids. Remove dust by using a soft brush or
gentle vacuuming. Remove any sprinkler cover plate as-
sembly which has been painted (other than factory ap-
plied) or damaged in any way. A stock of spare sprin-
klers should be maintained to allow quick replacement
of damaged or operated sprinklers. Prior to installation,
sprinklers should be maintained in the original cartons
and packaging until used to minimize the potential for
damage to sprinklers that would cause improper opera-
tion or non-operation.
Model RFC30, RFC43 and RFC49 Residential
Concealed Sprinkler Specification
Sprinklers shall be cULus Listed low flow residential con-
cealed sprinklers with drop-down deflector and adjust-
able flat cover plate engineered for a minimum design
density of 0.05 gpm/ft2. Sprinkler frame and deflector
shall be of bronze frame construction having a 1/2" NPT
thread. Thermal element shall consist of an approved
black-painted beryllium-nickel fusible solder link with
symmetric lever mechanism, maintaining a Teflon-coated
Belleville spring washer and machined brass cap water
seal assembly containing no plastic parts. Sprinkler K-
factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6)
having a'/16", /8 and 7A6" orifice. Temperature rating
shall be Ordinary 165°F (74°C); cover plate temperature
rating to be 135°F (57°C). Cover plate assembly shall
consist of a brass cover plate and copper alloy retainer
flange allowing a ½" cover plate adjustment. Any secure
engagement between the cover plate and the cup will
assure that the drop-down deflector is properly located
below the ceiling. A plastic protective cap shall be
provided and factory installed inside the sprinkler cup
to protect the drop-down sprinkler deflector from dam-
age, which could occur during construction before the
cover plate is installed. Standard cover finish: [Chrome]
[White] [Specialty - specify]. Residential concealed
sprinklers shall be Reliable Model RFC30, SIN RA061 1
(Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006)
or Model RFC49, SIN RA0616 (Bulletin 006).
3.
Ordering Information
Specify:
Sprinkler Model
Cover Plate Finish
Thread-On or
Push-On Feature
Cover Plate Finishes 1
Standard Finishes
Chrome
White Paint
Special Application
Finishes(2)
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.
coverplate custom paint is
semi-gloss, unless specified
otherwise.
(2) For the perforated style cover-
plate, consult factory for avail-
ability on these and other cus-
tom finishes.
x 1/2 REDUCING
TEE OR ELBOW
Ji — rRcc 7
[58.42mm] 014
CUP -_
[I2.70mm] MAX. I\\\\\\\
COVER ADJUSTMENT 4
112- [12.70mml MIN. TO CEILINC
[25.4mm] MAX
DROPPED DEFLECTOR
TO CEILING.
FIAT COVER PLATE
ASSEMBLY
HOLE IN CEILING
2 [50.8mm] MAX.
FACE OF FTII7NG
TO FACE OF CEILING
DIMENSION
CEILING
(4.96mm]
.jjãj [84.21mm] 014.
COVER PLATE: 1/2" [12.7mm] ADJUSTMENT
xlc
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection AssDcialion, Factory
Mutual Research Corporation, o other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products nanulactured and distibuled by Reliable have been protecting life and property for over 90 years, and are installed and serviced b-/ the most highly
qualified a-id reputable sprinkle) contractors located tiroughout the United States, Canada and foreign countries.
Manufactured by
Reliable Automatic Sprinkler Co., Inc. Recycled
(WO) 431-1588 Sales Offices W Paper Reliable (E.00) 848-6051 Sales Fax Revision lines indicate updated or newdata. (914) 829-2042 Corporate Offices
ww.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 11/14 P/N 9999970261
liable
Bulletin 135 Rev.G
Model Fl
Residential Sprinklers for
Design Density of .05 gpmlft2
Model Fl Res Sprinklers engineered for the lowest flows
to meet the minimum design density of .05 gpmfft2
F1 Res 30,49,58&76 F1 Res 30,49,58 & 76
Recessed Pendent I Fl Recessed Pendent/ FP
Fl Res 30, 49, 58 & 76 Fl Res 44&58
COP Pendent Recessed HSW/F2
Fl Res 44 SWC El Res 40 Recessed
HSW/F2
The low flow El Res sprinklers are specially
engineered for fast thermal response to meet the
sensitive fire protection application needs of the latest
residential market standards (UL 1626 Standard). Upon
fire conditions, rising heat causes a sprinkler's
heat-sensitive glass-bulb to shatter, releasing the
waterway for water flow onto the deflector, evenly
distributing the discharged water to control a fire.
Technical Data:
Thermal Sensor: Nominal 3mm glass-bulb
Sprinkler Frame: Brass Casting
Sprinklers' Pressure Rating : 175 psi
Factory Hydrostatically Tested to 500 psi
Thread Size: ½" NPT (R½)
K-Factor: 3.0 (Actual) - Fl Res 30 Pendent Sprinkler
4.9 (Actual) - Fl Res 49 Pendent Sprinkler
5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler
7.6 (Actual) - Fl Res 76 Pendent Sprinkler
4.4 (Actual) - Fl Res 44 HSW Sprinkler
4.0 (Actual) - El Res 40 HSW Sprinkler
Density: Minimum 0.05 gpm/ft2
Application
Model Fl Res Sprinklers are used for Residential Fire
Protection according to UL 1626 Standard*. Be sure
that orifice size, 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.
103 Fairview Park Drive, Elmsford, New York 10523
Types:
F1 Res 30Pendent
Fl Res 30 Recessed Pendent/F2
Fl Res 30 Recessed Pendent/FP
Fl Res 49 Pendent
Fl Res 49 Recessed Pendent/F1
Fl Res 49 Recessed Pendent/FP
Fl Res 58 Pendent
Fl Res 58 Recessed Pendent/Fl
Fl Res 58 Recessed Pendent/FP
Fl Res 76 Pendent
Fl Res 76 Recessed Pendent/Fl
Fl Res 76 Recessed Pendent/FP
Fl Res 300CR Pendent
Fl Res 49 COP Pendent
Fl Res 58 COP Pendent
Fl Res 76 COP Pendent
Fl Res 44 HSW
Fl Res 44 Recessed HSW/F2
Fl Res 58 HSW
Fl Res 58 HSW Recessed HSW/F2
21.F1 Res 44SWC
Fl Res 40 HSW
Fl Res 40 Recessed HSW/F2
Listings & Approvals
Listed by Underwriters Laboratories Inc. and
UL Certified for Canada (cULus)
NYC MEA 258-93-E
Slope Ceiling Approvals: Refer to Bulletin 035
Sprinklers for .10 Density: Refer to Bulletin 176
UL Listing Category
Residential Automatic Sprinkler
UL Guide Number
VKKW
Patents
US Patent No. 6516,893 applies to the
Model Fl Res 49 & 58 Pendent Sprinklers
Product Description
Model Fl Res Pendent sprinklers (Figs. 1 2, 3, & 4) ar
fast response sprinklers combining excellent durability
high sensitivity glass-bulb and low profile decorative
design. The El Res Horizontal Sidewall sprinklers (Figs
5,6 & 7) are equally attractive when above ceiling piping
cannot be used.
The 3mm glass-bulb pendent sprinklers permit thE
efficient use of residential water supplies for sprinkle i
coverage in residential fire protection design.
The Reliable Automatic Sprinkler Co., Inc.,
?J5FCOJ
Installation
Models El Res sprinklers are to be installed as
shown. Model Fl F2 and FP Escutcheons, illustrated
herewith, are the only recessed escutcheons to be used
with Model Fl Res sprinklers. Use of any other
recessed escutcheon will void all approvals and
warranties. For installing Model Fl Res Pendent
sprinklers use only the Model D sprinkler Wrench; for
installing Models Fl Res Recessed Pendent, CCP &
Model Fl Res 30, 49, 58 & 76 Pendent
SWC sprinklers use only the Model GFR2 sprinkler
wrench; for installing Model Fl Res Recessed HSW
sprinklers use only the Model GFR2 Sprinkler Wrench.
Use of wrenches other than those specified may
damage these sprinklers. Install Fl Res 44 and 40 HSW
with a ceiling to deflector distance of 4" - 12". Flow arrow
on deflector must point away from near wall and "Top"
marking must face ceiling.
Model Fl Res 30 Recessed
Pendent/F2
Model Fl Res 49, 58 & 76
Recessed Pendent I Fl
El escutcheon, %" (19mm) adjustment
I
2 l/4 HOLE DK
(S7.2,,.j
I5/I6 mA. (49.2J I
I H
I ______
MIN COLLAR UNIX
li4T AGAVJST SlNKL1R
WREhICH BOSS
rA OP flflP4G to CUM DOdWSOV
AOAJSfl1YT
(.L2'")
I
__
I
__ 135FG02 ___________ 2 27/32
(12.2,,,..nj
Fig. 1 Fig. 2
Escutcheon*, Fl or F2, Data:
Type Adjustment "A" Face of fitting to
ceiling Inch (mm) Inch (mm) Inch (mm)
Fl 3/4(19.0) Min.=3/4" (19.1)
Max. =1)4" (38.1) 3/615/6(4.724.0)
F2 /2(12.7) Min.= 15/6 (23.8)
Max. =1/" (38.1) /6 -% (4.7-17.4)
* Note: Escutcheons Fl or F2 may be used with
Model Fl Res 49, 58 & 76 Recessed Pendent
2.
Technical Data: Fl Res 30 Pendent and Recessed Pendent
Nominal Sprinkler Max. Max. Actual Spnnkler
Thread Orifice Temp. Pressure Ambient Length
Size Inch Rating psi Temp. K
Factor Inch
OF I °C OF I 0 (mm) (bar) (mm)
3'NPT 2%4(82) 155
1751
68
79 175 (12) 100 38 3.0 2.25(57)
Deflector - to - ceiling
Maximum 1" (25mm) to 4" (100mm)
Max. Sprinkler Flow Pressure Sprinkler
Spacing gpm(Lpm) psi(bar) Identification
ft (m) Number (SIN)
12 x 12 (3.6x3.6) 8 (30.3) 7.0(0.48) R3511 11(0.76) 14 x 14 (4.3x4.3) 10 (37.8)
Technical Data: Fl Res 49 Pendent and Recessed Pendent
Nominal Sprinkler Max. Max Actual Sprinkler
Thread Orifice Temp. Pressure Ambient K Length
Size Inch Rating p, Temp. Factor Inch
OF I -C —°F —T oC (mm) (bar) (mm)
)/2"NPT X6(11) 155
1751
68
79 175(12) 1001
150166
38 2.25(57)
Deflector - to - ceiling
Maximum 1" (25mm) to 4" (100mm)
Max. Sprinkler
Spacing
ft_(m)
Flow
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN) __
12 x 12 (3.6x3.6) 13(49) 7.0(0.48)
R3516
16.7 (l.14)
14 x 14 (4.3x4.3) 13(49) 7.0(0.48)
16 x 16 (4.9x4.9) 13(49) 7.0(0.48)
18x 18(5.5x5.5) 17(64.3) 12.0(0.83)
20 x 20 (6.1x6.1) 20(75.7)
*Deflector - to - ceiling
Maximum 4!'(1 00mm) to 8" (203mm)
Max. Sprinkler
Spacing
ft (m)
Flow
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN)
12x 12(3.6x3.6) 15(57) 9.4 (0.65)
R3516
20.2(1.4)
14 x 14 (4.3x4.3) 16(60.5) 10.6 (0.73)
16 x 16 (4.9x4.9) 17(64.3) 12.0(0.83)
18x18(5.5x5,5) 19(72) 15.0(1.0)
20 x 20 (6.1x6.1) 22(83.2)
IN Note: The Fl Res 49 pendent and recessed pendent
residential sprinklers can be installed per NFPA 13 in
beamed ceilings meeting the following criteria:
Maximum beam depth = 7" (178mm)
Beam spacing at or greater than 7.5 ft. (2.3m) on center.
Technical Data: Fl Res 58 Pendent and Recessed Pendent
Nominal Sprinkler Max. Max. Sprinkler
Thread Orifice Temp. Pressure Ambient K Length
Size Inch Rating_ psi Temp. Factor Inch
°F 00 OF I 00 (mm) (bar) (mm)
1/2 NPT
(R 1/2) 2 ' (13) 155
175
I 68
79 175(12) 100
1501
38
66
5.8 2.25 (57)
Max. Sprinkler Flow Pressure Ceiling -to- Sprinkler
Spacing gpm (Lpm) psi (bar) Deflector Identification
ft (m) Inch (mm) Number (SIN)
12 x 12 (3.6x3.6) 16(61) 7.6 (0.53)
1-4
(25-100) R3513
14x 14(4.3x4.3) 16(61) 7.6 (0.53)
16x 16(4.9x4.9) 16(61) 7.6(0.53)
18 x 18 (5.5x5.5) 19(72) 10.8(0.75)
14.4(1.0) 20 x 20 (6.1x6.1) 22(83.3)
3.
Technical Data: Fl Res 76 Pendent and Recessed Pendent
Nominal Sprinkler MaxMax. Spriilder
Thread Orifice TetT3. Piessue Ambient K Length
Size Inch Ring psi Tenp. Fr kih
°F 0c °F °C (mm) (bar) (mm)
NPT
(R3A)
'%2
(13.5)
155
175
68 I 79 175(12) 100
150
I 38
I 66 7.6 2.25(57)
Max. Sprinkler
Spacing
ft (m)
Flow
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN)
12x 12(3.6x3.6) 21 7.6 (0.53)
R7618
9.2(0.63)
14 x 14 (4.3x4.3) 21 7.6(0.53)
16 x 16 (4.9x4.9) 21 7.6 (0.53)
18 x 18 (5.5x5.5) 21 7.6 (0.53)
20 x 20 (6. 1 x6.1) 23
Model Fl Res 30, 49, 58 & 76 Model Fl Res 30, 49, 58 & 76
Recessed Pendent / FP
FP push-on/thread-off
escutcheon
2 5/8' (66.7mm] 0/A.
2 5/16" CIA. - - HOLE IN CEILING
[58.7mm]
CUP (iT
1'xl/2" REDUCER
CUP I (
CEILING
477~
I 7/4" [31.5mm]
MAX. FACE OF FI7TING
TO FACE OF CEILING
DIMENSION
COVER ADJUSTMENT /
3 5/76" 0/A.
135FG040 [84.7mm]
Fl RES 30, 49, 58 & 76 CCP PEND.
Fig. 3
NOTE: The Fl Res 76 will use a 1" x 3/4" reducer.
2 5/8 OM. (66.7,v,1 HOLE IN CE1LINC
2 3/I6 0L4.
CUP
I I 7XI/2'REDUCER
CEIliNG —s V1t J1
I 7/2 [J& 1-1 Mu. FACE or FInING - -- - TO FACE OF
DWENSON
FP ADVUSTMENr
Fig. 4
9
CCP ODtions Data:
B"
Cover Adjustment CCP Height
Inch (mm) Inch (mm)
y2(12.7) ly,(24)
/6(79) 3/4 (19)
FP Data "A":
FP Position Inch (mm)
Max. Recessed Y16(11)
Mm. Recessed 15/ (24)
Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent I FP
Nominal Sprinkler CCP Max.Sprinkler Thread Orifice Temp. Temp. PSW K length
S Rat Temp.i•: Ten Factor Inch
(m) °F °C OF OF 'Q
NPT 2)/(82) T15568 1351
I
57 175 (12) iool
I
38 3.0 25
(R1/2) I
Max. Sprinkler Flow Pressure Sprinkler
Spacing I gpm(Lpm) psi (bar) Identification
ft (m) Number (SIN) __
12 x 12 (3.6x3.6) I 8(30.3) 7.0(0.48) R3511 I_13.4 (0.92) 14x_14(4.3x4.3)_I_11_(41.6)
Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP
Nominal Sprinkler CCP
Assently Max Sprinkler
Thread Orifice Teni Teni Pressue Antient K Length
Size Inch Rating Rating psi Ten!1 Far Inch
(mm) (MM) °F °c °F °C E.. I
Y2"
NPT X6 (11) 155168 1351 I 57 175(12) 100138 4.9 25
(R1/2) I I
Max. Sprinkler Flow Spacing
ft (m)
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN) __
12x 12(3.6x3.6) 13(49) 7.0(0.48)
R3516
14 x 14 (4.3x4.3) 13(49) 7.0(0.48)
16 x 16 (4.9x4.9) 14(53) 8.2(0.56)
18 x 18 (5.5x5.5) 18(68.1) 13.5 (0.93)
Nominal Sprinkler CCP Max Max. kler
Thread Orifice Ten Assm Pmssue Mtient K Length
Size Inch Rating psi Ten!, Factor Inch
(mm) (bar) (rm,) OF 12C. OF I °c °F I
112" NPT )/'(13) 15568 135 57 175(12) 10038 E8 2.25(57)
Max. Sprinkler
Spacing
ft (m)
Flow
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
(SIN Number (SIN)_ )
12 x 12 (3.6x3.6) 16 (61) 7.6(0.53)
-
R3513
14.4(1.0)
14x 14(4.3x4.3) 16(61) 7.6 (0.53)
16x 16(4.9x4.9) 16(61) 7.6(0-53)
18 x 18 (5.5x5.5) 19(72) 10.8(0.75)
20 x 20 (6.1x6.1) 22(83.3)
20 x 20 (6.1x6.1) 20(75.7) 16.7(1.14) 2Q (Q. _ Note: Sprinklers shown in Hg. 3 and Fig. 4 are not
suitable for installation in ceilings which have
positive pressure in the space above.
Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP
Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP
Nominal Spñlder CCP Max Max
Thread Orifice Ten.Assen" Pressure Antient K Sf)tT1d er Length Size Rating psi Ten!1 Factor Inch (ffv-n) (
ba
r) °F OF °C OF I 0
3/4" NPT
(R3/4)
t%2
(13.5)
15568
175179 135 57 175(12) 100138
____±_
76 2.25(57)
Max. Sprinkler
Spacing
ft (m)
Flow
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN)
12 x 12 (3.6x3.6) 21 7.6 (0.53)
R7618
14 x 14 (4,3x4,3) 21 7,6 (0.53)
16 x 16 (4.9x4.9) 21 7.6 (0.53)
18 x 18 (5.5x5.5) 22 8.4 (0.58)
20x20(6.1x6.1) 25 10.8(0.74)
5.
Escutcheon, F2, Data:
Type Adjustment I Face of Fitting I
I to wall Inch (mm) Inch (mm) I
F2 (13) 3/1y(47174)I
Model Fl Res 44 & 58 HSW Model Fl Res 44 & 58
Recessed HSW/F2
F2 escutcheon, y' (13mm
adjustment
Technical Data: Fl Res 44 HSW & HSW/F2
Nominal SIMlIdr Max. Max. Spñilder
fliead Orrfice Teni Ressure Antient K Length
Si2e Inch Fiig psi Teni Factor hch
OF °c CF cc (mm) (bar) (mm)
1/2"NPT (10) 155
1751
68
79 175(12) 100
1501
38
66 4.4 2.45(62)
Max. Sprinkler
Spacing
ft (m)
ceiling --
Deflector
Inch (mm)
Sprinkler Temp.
Rating
OF (°C)
Flow
gpm
(Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN)
12 x 12 (3.6x3.6)
4-6
(101-152)
155 (68) 175 (79) 12(45.4) 7.5(0.52)
R3531
14 x 14 (4.3x4.3) 155 (68) 175 (79) 14(53.0) 10.2 (0.71)
16 x 16 (4.9x4.9) 155 (68) 175 (79) 16(60.6) 13.3 (0.92)
16 x 18 (4.9x5.5) 155 (68) 175(79.) 18(68.1) 16.8(1.16)
18x 18(5.5x5.5) 155(68) 175(79) 19 (72.0) 18.7(l.29)
16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.1) 27.4(1.89)
12 x 12 (3.6x3.6)
6-12
(152-305)
155 (68) 175 (79) 14(53.0) 10.2(0.71)
27.4(1.89)
14 x 14 (4.3x4.3) 155 (68) 175 (79) 16(60.6) 13.3(0.92)
16 x 16 (4.9x4,9) 155 (68) 175 (79) 17(64.4) 15.0 (1.04)
16x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 20.7(1.43)
16 x 20 (4.9x6.1) 155 (68) 175(79) 23(87.1)
Escutcheon, F2, Data:
Type Adjustment I Face of Fitting
I towail H Inch (mm) I Inch (mm)
F2 (13) I3/6 -%(4.7-17.4)
Technical Data: Fl Res 58 HSW & HSW/F2
Nominal Spiilder Max Max.
Ttiead Orifice Ter71 Rem= Ambient K . Length
SLe Inch Fliiq psi Ten,. Factor Inch
OF I c °F cc (mm) (bar) (mm)
Y2"NPT "(13) 1751
68
79 17512155 () 100
150
38
I 66
5.8 2.45 (62).
Ma. Sprinkler
Spacing
ft (m)
Ceiling
Deflector
Inch (mm)
Sprinkler Temp.
Rating
°F (°C)
Flow
gpm
(Lpm)
Pu
psi (bar)
Sprinkler
Identification
Number (SIN)
12 x 12 (3.6x3.6)
4-6
(101-152)
155 (68) 175 (79) 16(60.6) 7.6(0.53)
R3533
14 x 14 (4.3x4.3) 155 (68) 175 (79) 18(68.2) 9.7 (0.67)
16 x 16 (4.9x4.9) 155 (68) 175(79) 21(79.5) 13.2(0.91)
16x 18(4.9x5.5) 155(68) 175 79 25(94.7) 18.6(l.28)
16 x 20 (4.9x6. 1) 155(68) 175(79) 29(109.8) 25(1.73)
12 x 12 (3.6x3.6)
6-12
(152305)
155 (68) 175 (79) 22(83.3) 14.4(1.0)
28.6(1.97)
14x 14(4.3x4.3) 155(68) 175(79) 22(83.3) 14.4(1.0)
16x 16(4.9x4.9) 155(68) 175(79) 26(98.4) 20.1 (1.39)
16x 18(4.9x5.5) 155(68) 175(79) 31(117.4)
7.
Model Fl Res 44 SWC
4 to 12'
(101.60mm To
I I/4 (31.75mm) Maximum __________ J04.80mmJ rn
Pace 0!os,o,, PUSH ON COVER, THEN To Wall Wme I TURN TO ADJUST UNTIL J TIGHT AGAINST WALL..
I X I/2 Reducer
U
Recommended
Wall Hole 2 5116-
(626:1
TURN COLLAR UNTIL —'
TIGHT AG41NSr SPRINKLER
WRENCH BOSS. [14 2 IIJ2
JYVO7 .-:i I/2
Fl RES 44 SWC
Fig. 5
Technical Data: Fl Res 44 SWC
Thread
Nominal
Orifice
Spmkler
Temp, CowrTen'i
R*ig
Max
Pressure
Max.
AiTiJentTemll K
Spiikler
Length
Si28 Inch Ratrg _________ psi Factor Inch
CF I cc CF °C CF
__________
(mm) (bar) (mm)
1/2"NPT 3ç(lo) 155 68 135 57 175 (12) 100 38 4.4 2.45 (62)
Ma.Spnnkler
Spacing
ft (m)
Ceiling
Deflector
Inch (mm)
Flow
gpm
(Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN)
12 x 12 (3.6x3.6)
4-6
(101-152)
13(49.2) 8.7(0.60)
R3531
20.7(1.43)
14 x 14 (4.3x4.3) 14(53.0) 10.2(0.71)
16 x 16 (4.9x4.9) 17(64.3) 15.0(1.1)
16x18(4.96.5) 19(71.8) 18.7(1.13)
16 x 20 (4.9x6.1) 23(87.1) 27.4(1.89)
12 x 12 (3.6x3.6)
6-12
(152-305)
14 (52.9) 10.2(0.71)
14x 14(4.3x4.3) 15(56.7) 11.7(0.81)
16 x 16(4.9x4.9) 18(68.1) 16.8(l.16)
16x 18(4.9x5.5) 20(75.6)
0
1
iv • Model Fl Res 40 Recessed
MndcI ri Poo An I-NW HSW/F2
1 35FG05
Fig. 6
Technical Data: Fl Res 40 HSW & HSW/F2
Nominal Sprinkler Max Max SprinIder
11vad Orifice Ten!1 Piessue Ambient K Length
Ste Inch Ratiiq p Tenp hch
°F °c °F (mm) (bar) (mm)
W'NPT
(R 112)
(10) 155
175
68
I 79 175(12) 100
150
I 38
I 66 4.0 2.45 (62)
F2 escutcheon, 3/2" (13mm
aajustment
FACE OF RNG TO -
WALL DIMENSION
1 114 MIN.
(31.8mm] 2 I/4 HOLE 014.
[57.2mm] (3 2m j CEILING TO
DEFLECTOR
l"x 112 -REDUCER DIMENSION
- I 15116- DIA
2 27 /32 014.
72.2mm]
(
TURN COLLAR UNTIL
TIGHT AGAINST SPRINKLER
WRENCH BOSS.
H I/2 (13mm]
ADJUSTMENT
Fl RES 58. 44 & 40 HSW/F2
Fig. 7
Escutcheon. F2. Data:
Type Adjustment I Face of Fitting
to wall Inch (mm) Inch (mm)
X(13) 3/1y (47174)
Ma.Spnnkler Ceiling Spnnkler Temp. Flow Pressure Spnnkler
Spacing Deflector Rating gpm psi (bar) Identification
ft (m) Inch (mm) °F (°C) (Lpm) Number (SIN)
12 x 12 (3.6x3.6)
4-6
(101-152)
155(68) 175 (79) 13 (49.0) 10.6(0.73)
R3538
25.0(1.72)
14 x 14 (4.3x4.3) 155 (68) 175 (79) 16(60.5) 16.0(1.10)
16 x 16 (4.9x4.9) 155(68) _______ 17(64.3) 18.1 (1.24)
16x 16(4.9x4.9) 175 (79) 18(68.1) 20.2(1.39)
16x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 25.0(1.72)
18 x 18 (5.5x5.5) 155 (68) 175(79) 22(83.3) 30.2 (2.08)
16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.0) 33.1 (2.28)
12 x 12 (3.6x3.6)
6-12
(152-305)
155 (68) 175 (79) 13(49.0) 10.6 (0.73)
14x 14(4.3x4.3) 155(68) 175(79) 17(64.3) 18.1 (1.24)
16x 16(4.9x4.9) 155(68) 175(79) 20(75.7)
101
Finishes(l)
Standard Finishes
Sprinkler Fl, F2, FP Cover Plates Escutcheons
Bronze Brass White Painted
Chrome Plated Bright Chrome Plated Chrome
White Polyester White Painted
Coated
Special Application Finishes
Sprinkler Fl, F2, Cover Plates Escutcheons
Bright Brass Bright Brass Bright Brass
Black Plated Black Plated Black Plated
Black Paint Black Paint Black Paint
Off White Off White Oft White
Satin Chrome Satin Chrome Satin Chrome
(1) Other finishes and colors are available on special order.
Consult factory for details.
Note: Paint or any other coating applied over the factory finish will
void all approvals and warranties.
Maintenance
Model El Res 30, 49, Fl Res 58, Fl Res 76, Fl Res 44
and El Res 40 Sprinklers should be inspected quarterly,
and the sprinkler system maintained in accordance with
NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with
soap and water, Ammonia or any other cleaning fluids.
Remove dust by using a soft brush or gentle vacuuming.
Remove any sprinkler which has been painted (other than
factory applied) or damaged in any way. A stock of spare
sprinklers should be maintained to allow quick
replacement of damaged or operated sprinklers. Prior to
installation, sprinklers should remain in the original cartons
and packaging until used. This will minimize the potential
for damage to sprinklers that could cause improper
operation or non-operation.
Model Fl Res 30, 49 & 58 Pendent
Sprinkler Specifications
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)J low flow residential pendent
sprinklers engineered to provide a minimum design
density of 0.05 gpm/ft2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Where pendent residential sprinklers are
installed under sloped ceilings having a pitch from [4/12] to
[8/12], the sprinklers shall be listed for such use.
Deflector-to-ceiling distance listing shall be 1" to 8"
maximum. Sprinkler frame and deflector shall be of bronze
frame construction having a ½" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville spring
washer with top-loaded extruded or cold head cup with 3
mm glass bulb containing no plastic parts, and having a
temperature rating of [155°F (680C)] [175°F (790C)].
Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8.
Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish- specify]. Residential pendent
sprinklers shall be Reliable Model Fl Res 30, 49 & 58, SIN
R3511, R3516 & R3513 (Bulletin 135).
Ordering Information
Specify:
Sprinkler Model
Sprinkler Type
Temperature Rating
Sprinkler Finish
Escutcheon Finish
Cover Plate Finish
Model Fl Res 49 & 58 Recessed Pendent/F1,
Model Fl Res 30,49 & 58 Recessed Pendent/F2,
Model Fl Res 30,49 & 58 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential recessed
pendent sprinklers engineered to provide a minimum
design density of 0.05 gpm/ft2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's installation
guidelines and the applicable installation standard. Where
pendent residential sprinklers are installed under sloped
ceilings having a pitch from [4/12] to [8/12], the sprinklers
shall be listed for such use. Deflector-to-ceiling distance
listing shall be 1" to 8" maximum. Sprinkler frame and
deflector shall be of bronze frame construction having a ½"
NPT thread. Water seal assembly shall consist of a
Teflon-coated Belleville spring washer with top-loaded
extruded or cold head cup with 3 mm glass bulb containing
no plastic parts, and having a temperature rating of [155°F
(68°C)] [175°F (790C)]. Sprinklers shall have a nominal
K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze]
[Chrome-plated] [White Polyester] [Special finish- specify].
Recessed escutcheon assembly shall be a steel, two-piece
escutcheon [with ½" adjustment (Model F2)] [with 3/4"
adjustment (Model Fl)] [of push-on and thread off design
with ½" adjustment (Model EP)]. Standard finish shall be
[brass] [bright chrome] [white painted]. Residential
recessed pendent sprinklers shall be Reliable [Model Fl
Res 3.0, 49 & 58 Recessed Pendent/Fi] [Model Fl Res 30,
49 & 58 Recessed Pendent/F2] [Model El Res 30, 49 & 58
Recessed Pendent/FP] SIN R3511, R3516 & R3513
(Bulletin 135).
10.
Model Fl Res 30,49 & 58 CCP Pendent (Concealed)
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-F)] low flow residential concealed
Sprinklers engineered to provide a minimum design
density of 0.05 gpm/ft2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall
be installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Where pendent residential sprinklers are
installed under sloped ceilings having a pitch from [4/12]
to [8/12], the sprinklers shall, be listed for such use.
Sprinkler frame and deflector shall be of bronze frame
construction having a 1/2" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville
spring washer with top-loaded extruded or cold head
cup with 3 m glass bulb containing no plastic parts, and
having a temperature rating of 155°F (680C). Cover plate
assembly shall consist of a brass cover plate and copper
alloy retainer flange. Method of attaching the cover plate
to the sprinkler cup shall be a push-on and thread-off
design allowing a ½" cover plate adjustment. Cover
plate temperature rating shall be 135°F (57°C). A plastic
protective cap shall be provided and factory installed
inside the sprinkler cup to protect the sprinkler from
damage, which could occur during construction before
the cover plate is installed. Standard cover plate finish:
[White] [Custom Color- specify]. ]. Concealed pendent
sprinklers shall be Reliable Model Fl Res 30, 49 & 58
CCP, SIN R3511, R3516 & R3513 (Bulletin 135).
Model Fl RES 40 and Fl Res 44 Horizontal Sidewall
Residential Sprinkler Specifications
Model Fl Res 40 Horizontal Sidewall Sprinkler
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential horizontal
sidewall sprinklers engineered to provide a minimum
design density of 0.05 gpm/ft2 over the listed coverage
area. Listed flows as specified by the manufacturers
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the applicable
installation standard. Where horizontal sidewall
residential sprinklers are installed under sloped ceilings
having a pitch from [4/12] to [8/12], the sprinklers shall be
listed for such use. Sprinkler frame and deflector shall be
of bronze frame construction having a ½" NPT thread.
Water seal assembly shall consist of a Teflon-coated
Belleville spring washer with top-loaded extruded or cold
head cup with 3 mm glass bulb containing no plastic
parts, and having a temperature rating of [155°F (680C)]
[175°F (79°C)]. Sprinklers shall have a nominal K-factor of
4.0 (57.1). Standard finish: [Bronze] [Chrome-plated]
[White Polyester] [Special finish- specify]. Residential
horizontal sidewall sprinklers shall be Reliable Model Fl
Res 40, SIN R3538 (Bulletin 135).
Model Fl Res 40 Recessed
Horizontal Sidewall Sprinkler
Use description for the Model Fl Res 40 horizontal
sidewall sprinkler with the following modifications: Replace
"horizontal sidewall sprinkler" with 'recessed horizontal
sprinkler." Add: Recessed escutcheon assembly shall be
a steel, two-piece escutcheon with ½" adjustment (Model
F2). Standard finish shall be [brass][bright chrome] [white
painted] [Special finish- specify]. Residential recessed
horizontal sidewall sprinklers shall be Reliable Model Fl
Res 40/F2, SIN R3538 (Bulletin 135).
Model Fl Res 44 Horizontal Sidewall Sprinkler
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential horizontal
sidewall sprinklers engineered to provide a minimum
design density of 0.05 gpm/ft2 over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the
applicable installation standard. Where horizontal
sidewall residential sprinklers are installed under sloped
ceilings having a pitch from [4/12] to [8/12], the
sprinklers shall be listed for such use. Sprinkler frame
and deflector shall be of bronze frame construction
having a ½" NPT thread. Water seal assembly shall
consist of a Teflon-coated Belleville spring washer with
top-loaded extruded or cold head cup with 3 mm glass
bulb containing no plastic parts, and having a
temperature rating of [155°F (681C)] [175°F (790C)].
Sprinklers shall have a nominal K-factor of 4.4 (62.8).
Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish- specify]. Residential
horizontal sidewall sprinklers shall be Reliable Model Fl
Res 44, SIN R3531 (Bulletin 135).
Model Fl Res 44 Recessed
Horizontal Sidewall Sprinkler
Use description for the Model Fl Res 44 horizontal
sidewall sprinkler with the following modifications:
Replace "horizontal sidewall sprinkler" with "recessed
horizontal sprinkler." Add: Recessed escutcheon
assembly shall be a steel, two-piece escutcheon with ½"
adjustment (Model F2). Standard finish shall be
[brass][bright chrome] [white painted] [Special finish-
specify]. Residential recessed horizontal sidewall
sprinklers shall be Reliable Model Fl Res 44/F2, SIN
R3531 (Bulletin 135).
Model Fl Res 76 Pendent
Sprinklers shall be [cULus Listed] low flow residential
pendent sprinklers engineered to provide a minimum
design density of 0.05 gpm/ft2 over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the applicable
installation standard. Sprinkler frame and deflector shall be
of bronze frame construction having a 3/4" NPT thread.
Water seal assembly shall consist of a Teflon-coated
Belleville spring washer with machined or cold head cup
with 3 mm glass bulb containing no plastic parts, and
having a temperature rating of [155°F (680C)] [175°F
(790C)]. Sprinklers shall have a nominal K-factor of 7.6.
Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish- specify]. Residential pendent
sprinklers shall be Reliable Model El Res 76, SIN R7618
(Bulletin 135).
Model Fl Res 76 Recessed Pendent/Fl,
Model Fl Res 76 Recessed Pendent/F2,
Model Fl Res 76 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] low flow residential
recessed pendent sprinklers engineered to provide a
minimum design density of 0.05 gpm/ft2 over the listed
coverage area. Listed flows as specified by the
manufacturer's technical data sheets are to be used.
Residential sprinklers shall be installed in conformance
with the manufacturer's installation guidelines and the
applicable installation standard. Sprinkler frame and
deflector shall be of bronze frame construction having a
3%" NPT thread. Water seal assembly shall consist of a
Teflon-coated Belleville spring washer with machined or
cold head cup with 3 mm glass bulb containing no
plastic parts, and having a temperature rating of [155°F
(68°C)] [175°F (790C)]. Sprinklers shall have a nominal
K-factor of 7.6. Standard finish: [Bronze]
[Chrome-plated] [White Polyester] [Special finish-
specify]. Recessed escutcheon assembly shall be a
steel, two-piece escutcheon [with 1/2" adjustment (Model
F2)] [with 3/4" adjustment (Model Fl)] [of push-on and
thread off design with ½" adjustment (Model FP)].
Standard finish shall be [brass][bright chrome] [white
painted]. Residential recessed pendent sprinklers shall
be Reliable [Model Fl Res 76 Recessed Pendent/F1]
[Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res
76 Recessed Pendent/FP] SIN R7618 (Bulletin 135).
Model Fl Res 76 CCP Pendent (Concealed)
Sprinklers shall be [cULus Listed] low flow residential
concealed sprinklers engineered to provide a minimum
design density of 0.05 gpm/ft2 over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used. Residential sprinklers
shall be installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Sprinkler frame and deflector shall be of bronze
frame construction having a 3/4" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville spring
washer with machined or cold head cup with 3 mm glass
bulb containing no plastic parts, and having a temperature
rating of 155°F (680C). Cover plate assembly shall consist
of a brass cover plate and copper alloy retainer flange.
Method of attaching the cover plate to the sprinkler cup
shall be a push-on and thread-off design allowing a ½"
cover plate adjustment. Cover plate temperature rating
shall be 135°F (570C). A plastic protective cap shall be
provided and factory installed inside the sprinkler cup to
protect the sprinkler from damage, which could occur
during construction before the cover plate is installed.
Standard cover plate finish: [White] [Custom Color-
specify]. ]. Concealed pendent sprinklers shall be Reliable
Model El Res 76 CCP, SIN R7618 (Bulletin 135).
The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research
Cttrtier, or other sin'i&aj vrigwiaations ahe 'r'k'r, 'ire provisions of governmental codes or ordinances, whenever applicable.
Products manufaclured and distributed by RELIABLE have been protecting life and properly for over 80 years, and are installed and serviced by the most highly quatf ied and reputable
sprtrrkler cortractors located lhroughoul the united SteMs, Canada and foreign countries.
Manufactured by
Reliabld The Reliable Automatic Sprinkler Co., Inc.
(800) 431-1588 Sales Offices
(800) 848-6051 Safes Fax
(914) 829-2042 corporate Offices
w.reIiablesprinkIer.com Internet Address
®Recycled
Paper
Revision lines indicate updated or new data.
EG. Printed in U.S.A. 06/08 P/N 9999970235
Recessed
Horizontal Sidewall
Concealed
Pendent
Recessed
Pendent/FP
XLH Upright XLH Pendent
Bulletin 014 Rev. N
Rel iabli Model Fl FR Series
Quick Response
Glass Bulb Sprinklers
C
CD
0
CD
Model Fl FR56 Sprinkler Types
Standard Spray Upright
Standard Spray Pendent
Conventional Upright/Pendent
Vertical Sidewall
Horizontal Sidewall
Model Fl FR56 Recessed Sprinkler Types
Standard Spray Pendent
Horizontal Sidewall
Model Fl FR56 Concealed Sprinkler Types
Standard Spray Pendent
Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler
Types
Standard Spray Upright
Standard Spray Pendent
Model Fl FR40 Sprinkler Types
Standard Spray Pendent
Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28
Recessed Sprinkler Types
Standard Spray Pendent
Model Fl FR56LL & Fl FR42LL NSF Certified Low
Lead Sprinkler Types
Standard Spray Pendent with less than 0.25% Lead
Content
Listing & Approvals
The following organizations provide Listings or Approvals
for various Model El FR series sprinklers. See the Design
and Installation table in this Bulletin for information on
specific listings and approvals applicable to each sprin-
kler.
Underwriters Laboratories Inc. and Certified for
Canada (cULus).
FM Approvals (FM)
Loss Prevention Certification Board (LPCB)
VdS Schadenverhutung GmbH (VdS)
NSF Certified to NSF/ANSi Standard 61 Annex G
(NSF)
EC Certificate: 0786-CPD-40239 (RA1414), 0786-
CPD-4025 1 (RA 1425), 0786-CPD-40252 (RA 1475)
(EC)
UL Listing Category
Sprinklers, Automatic & Open (VNIV)
Quick Response Sprinkler
Upright Pendent Conventional
Vertical Sidewall Horizontal Sidewall Recessed
PendentjF1/F2
Pendent F1/F2
Product Description
Reliable Model F1FR series sprinklers
are quick-response automatic sprin-
klers with a glass bulb thermal element.
Model F1FR series sprinklers are Stan-
dard Spray sprinklers, with the excep-
tion of the Model Fl FR56 Conventional XLH Recessed
sprinkler which is an Old-style/Conven- Pendent FP
tional sprinkler.
The Model F1FR Series automatic sprinklers utilize a 3.0
mm frangible glass bulb. These sprinklers have demonstrat-
ed response times in laboratory tests which are five to ten
times faster than standard response sprinklers. This quick
response enables the Model El FR Series sprinklers to apply
water to a fire faster than standard-response sprinklers of the
same temperature rating.
The glass bulb consists of an accurately controlled amount
of special fluid hermetically sealed inside a precisely man-
ufactured glass capsule. This glass bulb is specially con-
structed to provide fast thermal response.
Park Drive, Elmsford, New York 10523 Reliable Automatic Sprinkler Co., Inc., 103 Fairview
At normal temperatures, the glass bulb contains the fluid
in both the liquid and vapor phases. The vapor phase can
be seen as a small bubble. As heat is applied, the liquid
expands, forcing the bubble smaller and smaller as the liq-
uid pressure increases. Continued heating forces the liquid
to push out against the bulb, causing the glass to shatter,
opening the waterway and allowing the deflector to distrib-
ute the discharging water.
Model El FR Series sprinklers provide a wide, range of op-
tions where quick-response, glass bulb sprinklers are used:
Pendent, recessed pendent, upright, horizontal side-
wall, and vertical sidewall deflectors
K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60
metric), and 5.6 (80 metric)
Flush, recessed, and concealed installations
See the Design and Installation Information table in this
Bulletin for information on the approvals and availability of
specific Model F1FR series sprinkler configurations.
Model F1FR Recessed Pendent and Recessed Horizon-
tal Sidewall sprinklers are required to be used with Reliable
Model Fl, F2, or FP recessed escutcheons. See the Re-
cessed Escutcheon Data table in this Bulletin for listing and
approval information with each specific Model F1FR series
sprinkler. Model Fl and F2 recessed escutcheons, shown in
Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch
(19mm) and 1/2-inch (12.7mm) of adjustment, respectively.
Model FP recessed escutcheons, shown in Fig. 2, provide a
1/2-inch (12.7mm) threaded adjustment.
Model Fl FR56 Concealed Pendent and Model Fl FR56LL
Concealed Pendent sprinklers are required to be used with
Model CCP cover plates. A standard profile Model CCP cov-
er plate is available that provides up to 1/2-inch (12.7mm) of
cover plate adjustment. In addition, a low profile Model CCP
cover plate is also available that provides up to 5/16-inch
(8.0mm) of cover plate adjustment. See the Design and In-
stallation Information and Listed and Approved Temperature
Ratings tables in this Bulletin for further information on ap-
proved cover plate options.
Application
Model F1FR Series sprinklers are intended for use in
accordance with NFPA 13, FM Property Loss Prevention
Data Sheets, and the requirements of the Authority Hav-
ing Jurisdiction. Care must be exercised that the k-factor,
temperature rating, deflector style, and sprinkler type are
in accordance with the requirements of the applicable
design and installation standards. In addition, Model
F1 FR Series sprinklers must be used in accordance with
their listings and approvals, as well as the information
provided in this Bulletin.
Installation
Glass bulb sprinklers have orange bulb protectors or pro-
tective caps to minimize bulb damage during shipping, han-
dling and installation. Reliable sprinkler installation wrench-
es are designed to install sprinklers with bulb protectors in
place. Remove the bulb protector at the time when the sprin-
kler system is placed in service for fire protection. Removal
of the bulb protector before this time may leave the bulb vul-
nerable to damage. Remove bulb protectors by undoing the
clasp by hand. Do not use tools to remove bulb protectors.
Model F1FR Series sprinklers must be installed with the
Reliable sprinkler installation wrench identified in the Design
and Installation Information table in this Bulletin. Any other
wrench may damage the sprinkler. A leak tight sprinkler joint
can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m).
Do not tighten sprinklers over the maximum recommended
installation torque. Exceeding the maximum recommended
installation torque may cause leakage or impairment of the
sprinkler.
Recessed Sprinklers
Model Fl FR Series Recessed sprinklers are to be installed
as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe-
cific model being installed. The Recessed Escutcheon Data
table in the Bulletin identifies the only recessed escutcheons
that are permitted to be used with each Model Fl FR Series
Recessed sprinkler. The use of any other recessed escutch-
eon will void all approvals and negate all warranties.
Concealed Sprinklers
Model F1FR Series Concealed Pendent sprinklers are to
be installed as shown in Fig. 4 or Fig. 5, as applicable to the
selected cover plate. Model Fl FR56 Concealed Pendent
and Model Fl FR56LL Concealed Pendent sprinklers have
a factory-installed Model CCP cup. A protective cap is in-
stalled at the factory that should remain on the sprinkler until
the sprinkler is installed and should then be reinstalled on
the sprinkler until the cover plate is installed. The concealed
sprinkler assemblies are completed by the installation of a
Model CCP push-on/thread-off cover plate assembly. The
cover plate and sprinkler cup assemblies are joined using
a cover plate skirt with flexible tabs for threaded engage-
ment. A choice of two Model CCP cover plate assemblies
provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover
adjustment. Do not install Model F1FR Series Concealed
Pendent sprinklers in ceilings which have positive pressure
in the space above.
Model F1FR Series Concealed Pendent sprinklers require a
2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The
Model RC1 wrench is used to engage the sprinkler wrenching
surfaces and to install the sprinkler in the fitting. Remove the
protective cap to install the sprinkler, then reinstall the protective
cap until the cover plate is installed. When inserting or remov-
ing the wrench from the sprinkler/cup assembly, care should be
taken to prevent damage to the sprinkler. Do not wrench any
other part of the sprinkler/cup assembly Installation is com-
pleted by removing the protective cap from the sprinkler and
pushing the cover plate onto the cup. Anal adjustment is made
by hand turning the cover plate until the skirt flange makes full
contact with the ceiling. Cover plate removal requires turning the
cover plate in the counter clockwise direction. After installation,
inspect all sprinklers to ensure that there is a gap between the
cover plate and ceiling and that the four cup slots are open and
free from any air flow impediment to the space above.
Concealed cover plate/cup assemblies are listed only for
use with specific sprinklers. The use of any concealed cover
plate/cup assembly other than the Reliable Model CCP with
Model F1FR56 Concealed Pendent and Model F1FR56LL
Concealed Pendent sprinklers or the use of the Model CCP
Concealed cover plate assembly on any sprinkler with which
it is not specifically listed my prevent good fire protection and
will void all guarantees, warranties, listings and approvals.
2.
Technical Data:
Sensitivity: Quick-response
Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional
Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar)
SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar)
Design and Installation Information
Model
Nominal
K-factor
Nominal
Orifice
Diameter
D t fl eecor p /
Orientation
Nominal
Sprinkler S
Height
Installation
Wrench SIN
Listings
and
Approvals
Approval
Notes
US Metric inches mm inchesi mm
Pendent 2.25 57 0 RA1411 cULus 2
Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 F1FR28 2.8 40 3/8 10
Upright 2.25 57 D RA1421 cULus 1,2
F1FR40 4.0 57 3/8 10
Pendent 2.25 57 D RA1418 VdS
Recessed Pendent 2.25 1 57 GFR2 RA1418 VdS
Pendent 2.25 57 D RA1413 cULus 2
Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 F1FR42 4.2 60 7/16 10
Upright 2.25 57 D RA1423 cULus 1,2
F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D RA1410 cULus, NSF
Recessed Pendent 2.25 1 57 GFR2 RA1410 cULus, NSF
F1FRXLH Pendent 2.25 57 D RA1413 cULus 2
Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10
with Pintle) Upright 2.25 57 D RA1423 cULus 1,2
Pendent 2.25 57 D RA1414 cULus, FM,
LPCB, VdS, EC
1,2,3,4
Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM,
LPCB, VdS, EC
1,2,3,4
Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 F1FR56 5.6 80 1/2 15
Upright 2.25 57 0 RA1425 cULus, FM,
LPCB, VdS, EC
1,2,3,4
"Conventional 2.25 57 (Pendent or Upright)"
D RA1475 LPCB, VdS, EC 4
Pendent 2.25 57 D RA1415 cULus, NSF 1
Recessed Pendent 2.25 57 GFR2 RA1415 cULus, NSF FIFR56LL 5.6 80 1/2 15
Concealed Pendent 2.25 57 RC1 RA1414 cULus, NSF 6
Horizontal Sidewall 2.63 67 D RA1435 cULus, FM 1,2,3,7
F1FR56 5.6 80 1/2 15 Recessed Horizontal
Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8
F1FR56 5.6 80 1/2 15 Vertical Sidewall
(Pendent or Upright) 2.25 57 D RA1485 cULus, FM,
LPCB
1,2,3,9
cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating.
cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating.
Available with FM approved Polyester coating in black or white.
Available with LPCB and VdS approved Polyester coating.
VdS and EC approvals of the F1FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin-
klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only.
Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates,
available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment.
cULus Listing of the F1FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the F1FR56 Hori-
zontal Sidewall sprinkler is for Light Hazard occupancies only.
cULus Listing and FM Approval of the Fl FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only.
The F1FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. Minimum to maximum deflector to ceil-
ing distance shall be 4 inches to 12 inches (102mm to 305mm). LPCB approval of the F1FR56 Vertical Sidewall sprinkler is for installation in the
Pendent position only.
3.
Listed and Approved Temperature Ratings
Model Deflector/
Orientation
Ordinary Temp.
Classification
100°F (38°C) Max. Ambient
Temp.
Intermediate Temp.
Classification
150°F (65°C) Max. Ambient
Temp.
High Temp.
Classification
225°F (107°C) Max.
Ambient Temp.
135°F (57°C)
Temp. Rating
I 155°F (68°C)
I Temp. Rating
175°F (79°C)
Temp. Rating
I 200°F (93°C)
I Temp. Rating
286°F (141°C) Temp.
Rating
Orange Bulb Red Bulb I Yellow Bulb Green Bulb Blue Bulb
Pendent
0 cULus
F1FR28 Recessed Pendent cULus --
_________ Upright cULus
Pendent VdS F1FR40 Recessed Pendent VdS --
Pendent cULus
Fl FR42 Recessed Pendent cULus --
__________ Upright cULus
Pendent -- I cULus, NSF I -- F1FR42LL Recessed Pendent --
I cULus, NSF I --
Pendent cULus
F1FRXLH Recessed Pendent cULus I --
__________ Upright cULus
Pendent cULus, FM, LPCB, VdS, EC
Recessed Pendent cULus, FM, LPCB, VdS, EC I --
F1 FR 56 Concealed Pendent* cULus cULus,VdS,EC cULus --
Upright cULus, FM, LPCB, VdS, EC
"Conventional
(Pendent or Upright)" LPCB, VdS, EC
Pendent -- I cULus, NSF I --
F1FR56LL Recessed Pendent -- cULus, NSF I --
________ Concealed Pendent* -- cULus, NSF --
Horizontal Sidewall cULus, FM
Fl FR56
_________
Recessed Horizontal
Sidewall cULus, FM I --
F1FR56 Vertical Sidewall (Pen-
dent _or_Upright) cULus, FM, LPCB
* Model Fl FR56 Concealed Pendent and Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model
CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover
plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate.
Recessed Escutcheon Data
Listed and Approved Recessed Escutcheons
Model Fl Model F2 Model FP Deflector/ Model (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN Orientation 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm)
adjustment adjustment adjustment
F1FR28 Recessed Pendent cULus cULus cULus RA1411
F1FR40 Recessed Pendent VdS VdS VdS RA1418
F1FR42 Recessed Pendent cULus cULus cULus RA1413
F1FR42LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1410
F1FR42XLH Recessed Pendent cULus cULus cULus RA1413
F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM LPCB, cULus, VdS, EC RA1414 EC VdS,EC
F1FR56LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1415
F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435
4.
2 I/4 HOLE OJA.
[5 7.2mm]
TURN COLLAR
UNTIL TIGHT
AGAINST SPRINKLER WRENCH BOSS -\
F! ESCUTCHEONJ_
7Z 3/4[19mm]
ADJUSTMENT
F2 ESCUTCHEON
1/2[12.7mm]
ADJUSTMENT
1- 1/2'138mm]
1 '125.4mm]
AT MAXIMUM RECESS = 9/16'114.3mm]
AT MINIMUM RECESS = 1 '[25.4mm]
2 5/8" 0/A. [66.7mm]
HOLE IN CEILING
2 5/16" 0/A. [58.7mm]
CUP
CEILING
12[12.7mm1 ADJUSTMENT
FACE OF FITTING
TO FACE OF CEILING
DIMENSION
AT MAXIMUM RECESS =
AT MINIMUM RECESS =
1" X 1/2" REDUCER
FACE OF FITTING
TO FACE OF CEILING DIMENSION
Fl ESCUTCHEON
AT MAXIMUM RECESS = I '[25.4mm]
AT MINIMUM RECESS = 3/8"[9.5mm]
/ F2 ESCUTCHEON
V AT MAXIMUM RECESS = 3/4'(l9mm]
77777-7 AT MINIMUM RECESS = 3/8[9.5mm]
Fl ESCUTCHEON
J AT MAXIMUM RECESS = 7/8(22.2mm] I 8
[3.2mm] /Ar MINIMUM RECESS = 1-5/8'[4 1.3mm]
F2 ESCUTCHEON
AT MAXIMUM RECESS = 1-118'[28. 5mm]
AT MINIMUM RECESS = 1-5/8(41.3mm]
2 27/32 OIA.
[72.2mm]
Fig. 1
Model El FR56, Fl FR56LL, El FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28
Recessed Pendent sprinkler with Model Fl or F2 escutcheon
L-4-------
T 1" X 1/2" REDUCER
Fig.2
Model El ER56, Fl FR56LL, Fl FR42, Fl ER40, El ER42LL, Fl FRXLH & Fl ER28
Recessed Pendent sprinkler with Model EP escutcheon
5.
FACE OF FITTING
TO FACE OF CEILING DIMENSION
Fl ESCUTCHEON
AT MAXIMUM RECESS = 1 "[25.4mm]
AT MINIMUM RECESS = 3/8 "[9.5mm]
F2 ESCUTCHEON
AT MAXIMUM RECESS = 3/4'Tl9mm]
AT MINIMUM RECESS = 3/8 "[9.5mm]
2 1/4" HOLE DIA.
[5 7.2mm]
V/J Fl ESCUTCHEON
IL AT AAAYIAA!!AA pcc'ccc 1-3 /R"Tii On,rnl
- '
AT MINIMUM RECESS = 2-1/16 "[52.4mm]
F2 ESCUTCHEON
AT MAXIMUM RECESS = 1-5/8"[4 1.3mm]
AT MINIMUM RECESS = 2-1/16 "[52.4mm]
[3.2mm]
S
1" X 1/2" REDUCER
r.__Jj I
I
15/16" DIA.,JJ I -1 149 MM] 11111 I 11111 ,—I—
LL
2 27/32" 0/A.
[72.2mm]
T (1)
4"-12"
[10 1.6mm-304.8mm]
CEILING TO
DEFLECTOR
TURN COLLAR UNTIL -
TIGHT AGAINST SPRINKLER
WRENCH BOSS Fl ESCUTCHEON
H
ADJUSTMENT
FZ ESCUTCHEON
1/2"[12. 7mm] ADJUSTMENT
o,JF=x
RECESSED HSW w/F1 OR F2 ESCUTCHEON
(1) FM APPROVED FOR 4" - 6" [10 1.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY.
Fig.3
Model El FR56 Recessed Horizontal Sidewall sprinkler with Model Fl or F2 escutcheon
1" x 1/2" REDUCING
TEE OR ELBOW
1fii-iiTi:1 2 5/8" 0/A.
2 5/16 0/A - — HOLE IN CEILING
CUP
1 1/2" MAX.
F+1iH-1 FACE OF FITTING
._.._._.TO FACE OF CEILING
DIMENSION
CEILING
1/2" MAX. 15/16"
COVER ADJUSTMENT /
COVER PLATE /
ASSEMBLY / 3 5/16 DIA.
SPRINKLER
CONCEALED, 1/2" ADJUSTMENT 01701A
Fig.4
Model El ER56IF1 FR56LL Concealed Pendent sprinkler with standard depth
1/2-inch (12.7mm) adjustment - Model CCP cover plate
1" x 1/2" REDUCING
TEE OR ELBOW
—EEHEE-
2 5/16" 0/A
CUP
CEILING
5/16" MAX. r
COVER ADJUSTMENT
COVER PLATE —
ASSEMBLY
SPRINKLER
ri2 5/8" 0/A.
HOLE IN CEILING
1 1/2" MAX.
FACE OF FITTING
TO FACE OF CEILING
DIMENSION
3/4"
3 5/16" 0/A.
CONCEALED, 5/16" ADJUSTMENT 017FG02A
Fig. 5- Model Fl FR56/1`1 FR56LL Concealed Pendent sprinkler with low profile
5/16-inch (8.0mm) adjustment - Model COP cover plate
Maintenance
The Model Fl FR Series sprinklers should be inspected and
the sprinkler system maintained in accordance with NFPA
25. Do not clean sprinklers with soap and water, ammonia or
any other cleaning fluids. Remove dust by using a soft brush
or gentle vacuuming. Replace any sprinkler which has been
painted (other than factory applied) or damaged in any way.
A stock of spare sprinklers should be maintained to allow
quick replacement of damaged or operated sprinklers.
Finishes (1)
Standard Finishes
Sprinkler Escutcheon Cover plate1"
Bronze Brass Chrome
Chrome Plated Chrome White
Polyester Plated
Coated 141(5)161 White Painted
Special Application Finishes
Sprinkler Escutcheon Cover plate111
Electroless Nickel
PTFE171
Electroless Nickel
PTFE Bright Brass
Bright Brass(') Bright Brass Black Plating
Black Plated Black Plated Black Paint
Black Paint(2116) Black Paint Off White
Off White(2116) Off White Satin Chrome
Chrome Dull Chrome Dull
Other finishes and colors are available on special order. 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.
(2) cULus Listed only.
131 200°F (93°C) maximum.
141 cULus listed "corrosion resistance" applies to SIN Numbers RA1435
(HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and
RA1415 (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, RA1435 and RA1425 in standard black or white.
LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418
(VdS) and RA1475.
cULus listed Corrosion Resistant 7
Material Data
Frame: DZR Brass, OM Brass, or Low Lead Brass
Deflector: CDA Alloy 220, 260, or 510
Load Screw\Pintle: CDA Alloy 360 or 544
Cup: CDA Alloy 651 or 693
Washer: Nickel Alloy 440 or 360, coated with PTFE
Adhesive Tape
Bulb: Glass
Ordering Information
Specify:
Sprinkler Model: [El FR28][F1 FR4O][F1 FR42]
[Fl FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL]
Sprinkler Deflector/Orientation: [Pendent] (Recessed
Pendent) [Upright] [Conventional] [Horizontal Sidewall]
[Recessed Horizontal Sidewall](Vertical Sidewall]
Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2]
Sprinkler Temperature Rating: [135°F (570C)][155°F
(68°C)][ 175°F (79°C)] [200°F (930C)][286°F (14100)]
Sprinkler Finish
Escutcheon Model: [F1][F2][FP]
Escutcheon Finish (where applicable)
Cover plate Model: [standard profile COP 1/2-inch
(12.7mm) adjustment][low profile COP 5/16-inch
(8.0mm) adjustment]
Cover plate Temperature Rating: [135°F (57°C) for use
with Ordinary Temperature sprinklers][165°F (74°C)
for use with Intermediate Temperature sprinklers]
Cover plate Finish
Note: When Model F1FR Series Recessed sprinklers are ordered, the
sprinklers and escutcheons are packaged separately.
Reliable...For Complete Protection
Reliable offers a wide selection of sprinkler components. Following are some of the many
precision-made Reliable products that guard life and property from fire around the clock.
Automatic sprinklers
Flush automatic sprinklers
Recessed automatic sprinklers
Concealed automatic 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 detectors
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 instalbd in accordance with the latest published Standards of the National Fire Protection Association, Factory
Mutual Research Corporation, a other similar organizations and also with the provisions of governmental codes or ordinances whenever apDlicab!e.
Products manufactured and dis:ributod by Reliable hive been protecting life and property for over 90 years, and are installed and serviced by the most highly
qualified and reputable sprinkle contractors located throughout the United States, Canada and foreign countries.
Marmulactjred by
Reliable Automatic Sprinkler Co., Inc. Recycled
® (00) 431-1588 Sales Offices Rippr Rellabi (914) 829-2042 Corporate Offices e (800) 848-6051 Sales Fax Revision lines indicate updated or new data.
ww.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 12/15 PiN 9999970300
o Hanet
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org
510
CPVC - STEEL - COPPER
HANGER
SIZE - 3/4" thru 3" pipe.
MATERIAL - Carbon Steel.
FINISH - Mil. Galvanized.
LISTING/AppRovAL -
203 - EX 4231, EX 2551
FUNCTION Th support horizontal piping - CPVC, Copper or Steel.
Hanger in listed mounting positions - Top, Bottom or Side.
Also, provides stability on vertical piping.
INSTALLATION - Per NFPA 13,13R, 13D and CPVC manufacturers
instructions on top, bottom or side of building element. Space by pipe type.
SPECIAL NOTE: When installing on CPVC Sprinkler system pipe:
Verily that all assembly components are cleaned of any surface oil.
FASTENERS - UL Listed per NFPA 13
in WOOD:
3/4" - 3" CPVC pipe - #905 screw - no pre-drill.
3/4" - 3" Copper pipe - #905 screw - no pre-drill.
3/4" - 3" Steel pipe - 1/4"x 11/2" lag screw - no pre-drill.
in STEEL - mm. 18 GA.
3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw.
3/4" - 3" Copper pipe - 1/4" or #14 Tek Screw.
3/4" - 3" Steel pipe - 1/4" or #14 Tek Screw.
FEATURES
* Offset edge eliminates abrasion.
* Retainer dimples secure hanger to pipe during installation.
* Required AFCON#905 screw has 5/16" hex head - included.
ORDERING - Part # and pipe size.
*CAN ALSO BE USED TO REPLACE - #500 Pipe Strap
#520 Tin Strap
Specific .4FCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting inn listed sway brace, restrainer or hanger assembly.
Be advised the following warranty restriction svili apply. DISCLAIMER . ..IFCOA' will NOT warrant against the failure of its products when used in combination with oilier products, pails or systems
not manufactured or sold by .4FCON. .4FCO,VsbaU NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not
limited to loss of business or profit. when non.AFCON products have been, or are med.
2/08
Side View - For
Drawings Below
Hanger - Wood Stud
Hanger - Metal Stud
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org
511
SIDE• MOUNT
CPVC - COPPER
HANGER
SIZE - 3/4" thru 2" pipe.
MATERIAL - Carbcn Steel.
FINISH - Mil. Galvanized.
LISTING/APPROVAL -
203 - EX 4231, EX 2551
FUNCTION - Hanger on CPVC and Copper pipe.
INSTALLATION - ,Per NFPA 13,13R, 13D and CPVC
manufacturers instructions on top or bottom of beam.
Space by pipe type
SPECIAL NOTE: When installing on CPVC sprinkler system pipe:
Verify that all assembly components are cleaned of any surface oil.
FASTENERS - UL Listed per NFPA 13.
in WOOD:
3/4' - 2" CPVC pipe - #905 screw - no pre-drill.
3/4" - 2" Copper pipe - #905 screw - no pre-drill.
in STEEL - min. 18 GA.
3/4" - 2" CPVC pipe - 1/4" or #14 Tek Screw.
3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw.
FEATURES
* Offset edge eliminates abrasion.
* Retainer dimples secure hanger to pipe during installation.
* Required AFCON#905 screw has 5/16" hex head - included.
ORDERING - Part # and pipe size.
Specific AFCON products are exclusively designed to be compatible ONLY with other ,IFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly.
Be advised the following warranty restriction will apply. DISCLAIMER .4FCOIVwill NOT warrant against the failure of its products svlten used in combination will, other products, parts or systems
not manufactured or sold by .4FCON. .4FCON shall NOT he liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not
limited to loss of business or profit. when non-A FCON products have been, or are used.
2/08
Hanyer
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org
513
CPVC STEEL - COPPER
HANGER
SIZE - 3/4" thru 2" pipe.
MATERIAL - Carbon Steel.
FINISH - Mu. Galvanized.
LISTING/APPROVAL -
203 - EX 4231, EX 2551
FUNCTION - To support horizontal piping - CPVC, Copper or Steel.
Tab up = Hanger.
INSTALLATION - FerNFPA 13, 13R and 13D on
side Cr top of beam. Space by pipe type.
SPECI,%L, NOTE: %\lte,i installing on CPVC sprinkler system pipe:
Verify (flat atf ussciiibly components are cleaned of any surface oil.
FASTENERS - UL Listed per NFPA 13.
in WOOD:
3/4" - 2" CPVC pipe - #905 screw - no pre-drill.
3/4" - 2" Copper pipe - #905 screw - no pre-drill.
3/4" -2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill.
FEATURES
* Offset edge eliminates abrasion.
* Required AFCON#905 screw has 5/16" hex head - included.
ORDERING - Part # and pipe size.
Specific .4FCON products are exclusively designed lobe compatible ONLY with other .4FCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly.
Be advised the following warranty restriction will apply. DISCL,\lMER. .4 FCON will NOT warrant against the failure of its products when used in combination with other products, parts orsystents
not manufactured or sold byAFCON. .4FCO,Vshall NOT be liable n,tdcr any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not
Ittutted to loss of business or profit, when non-.4FCON products have been, or are used.
2/08
P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org
514
OFFSET CPVC HANGER
SIZE - 3/4" thru 3"pipe.
MATERIAL - Carbon Steel.
FINISH - Mil. Galvanized..
LISTING/APPROVAL -
C®OS 203 - EX 4231, EX 2551
PATENT - No. 6,648,278.
FUNCTION - 3/4"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe.
Listed hanger/restrainer in all 3 nlounting positions, i.e. vertical surface and both top and
bottom of horiontal surface. Provides listed vertical/lateral restraint and prevents upward
movement of pipe that supplies a pendent sprinkler below a ceiling.
Size 2 '/" Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions.
i.e. vertical surface and both top and bottom of horizontal surface.
Size 3" Hanger for horizontal CPVC pipe in two mounting positions, side and bottom.
i.e. vertical surface and bottom of horizontal surface.
Stabilizes vertical piping by providing horizontal restraint.
INSTALLATION - Per NFPA 13, 13Rand 13 D.
Space by pipe type. Install on wood, concrete or steel - See Drawings.
Snap over pipe then squeeze strap back allowing pipe to slide freely. Listed
When #905 threads are exposed in wood, install #906 backing nut. 3/4
SPECIAL NOTE: When installing on cvc sprinkler system pipe:
Verify that all assembly components are cleaned of any surface oil,
FASTENERS - UL Listed per NFPA 13
WOOD - 3/4" - 3" CPVC pipe - #905 screw- no pre-drill.
3/4" - 2" Copper pipe - #905 screw- no pre-drill.
3/4" - 2" Steel pipe - 1/4"xl 1/2" lag screw - no pre-drill.
Thru 5/8" gypsum board - 1/4" x 2" lag screw.
STEEL- mm. 18 GA. - 3/4" -3" CPVC pipe - 1/4" or #14 Tek Screw.
3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw.
3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw.
CONCRETE: Required minimum load each fastener = 5(wt+2501bs.
2
FEATURES
* 1 1/2" Offset - loose fit allows pipe to slide.
* 3/4" and 1" pipe size made with common center-line.
* Patented design for superior strength.
* Offset edge eliminates abrasion.
* AFCON#905 screw has 5/16" hex head - included.
ORDERING - Part # and pipe size.
AFCON #906 backing nut sold separately.
Specific A FCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting inn listed sway brace, restrainer or hanger assembly.
Be advised the following warranty restriction will apply. DISCLAIMER -A FCON will NOT warrant against the failure of its products when used in co,t,bj,,alion with other products, parts or systems
not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential dantages of any kind, including but not
limited to loss of business ,,r profit, when non-AFCON products have been, or are used.
6/08
WWI
Tee
Reducing Tee
Pipe
Manufactured for Viking SuplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.)
Size
3/4
Part Number
34PIPE
I Bag Qty.
240 It
- 1" 1PIPE 150f1
1-1/4" 114PIPE 105 ft
1-1/2" 112PIPE 75f1
- 2" 2PIPE 60 It
- 2-1/2" 212PIPE 30 ft
- 3" 3PIPE 15 It
BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc.
Standard Fittings
Size
3/4"
Part NumberiBox
V5011-007
Qty.
250
1" V5011-010 100
1-1/4" V5011-012 25
1-1/2" V5011-015 25
Size
3/4"x3/4"xl"
Part Number Box
V5011 R-102 10
1"x3/4"x3/4" V5011 R-125 100
1"x3/4"xl" V5011 R-126 10
1"xl"x3/4" V5011 R-131 100
1-1/4"xl"014" V5011 R-157 5
1-1/4"xl"xl" V5011 R-158 25
1-1/4"xl "xl -1/4" V5011 R-159 5
1-1/4"xl-1/4"x3/4" V5011R-167 25
1-1/4"xl-1/4"xl" V5011 R-168 25
1-1/4"xl-1/4"xl-1/2" V5011 R-169 5
1-1/2"x1-1/4"x3/4" V5011 R-201 5
1-1/2"xl -1/4"xl " V5011 R-202 5
1-1/2"xl-1/2"0/4" V5011 R-210 25
1-1/2"xl-1/2"xl" V5011R-211 25
Size Part Number I Box Qty.
Tee (continued)
V5011-020 2
2-1/2" V5011-025 1
V5011-030 1
Size I Part Number Box Qty.
Reducing Tees (continued)
1-1/2"xl-1/2"xl-1/4" V5011 R-212 5
1-1/2"xl-112"x2" V5011 R-213 5
2"x2"x3/4" V5011 R-248 2
2"x2"xl" V5011 R-249 10
2"x2"x1-1/4" V5011 R-250 2
2"x2"x1-1/2" V5011 R-251 2
2-1/2"x2-112"x l" V5011 R-289 1
2-1/2"x2-1/2"xl-1/4" V5011 R-290 1
2-1/2"x2-1/2"xl-1/2" V5011 R-291 1
2-1/2"x2-1/2"x2" V5011 R-292 1
3"x3"xl-1/2" V5011 R-337 1
3"x3"x2" V5011 R-338 1
3"x3"x2-1/2" V5011 R-339 1
www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions.
Size I •rt Number I Box IQty.
Cap (continued)
V5017-020 2
2-1/2" V5017-025 1
V5017-030 1
Cap
Standard Fittings continued from Page 1
9Q0 Elbow
3/4"
Size Number
V5007-007
IBox Qty.
250
V5007-010 100
1-1/4" V5007-012 25
1-1/2" V5007-015 25
V5007-020 10
Size I Part Number I Box Qty.
90° Elbow (continued)
2-1/2" V5007-025 1
V5007-030 1
1" x 3/4" V5007R-131 100
Size
3/4"
Part NumberBox
V5006-007
Qty.
250
1" V5006-010 100
1-1/4" V5006-012 5
1-1/2" V5006-015 5
Size I •im m.1'j
450 Elbow (continued)
V5006-020 2
2-1/2" V5006-025 1
V5006-030 1
45° Elbow.
— 1 4
Cross
Size
3/4"
Part Number
V5035-007
Box U1
10
1" V5035-010 100
1-1/4" V5035-012 5
1-1/2" V5035-015 6
2" V5035-020 4
um 1pj Coupling Size
3/4" V5001-007 250
cII.
1" V5001-010 100
1-1/4" V5001-012 25
1-1/2" V5001-015 25
Size • t Reducing Coupling um 1
lx 3/4" V5001 R-131 10
1-1/4" x 1" V5001 R-168 5
1-1/2" x 3/4" V5001 R-210 5
1-1/2" x 1" V5001 R-211 5
Size Part Number I Box IS1i'j
Cross (continued)
2-1/2" V5035-025 4
3" V5035-030 1
1"xl"x3/4"0/4" V5035R-131 10
Size I Part Number
Coupling (continued)
2" V5001-020 10
2-1/2" V5001-025 1
3" V5001-030 1
Size Part Number I Box ifli
Reducing Coupling (continued)
1-1/2" x 1-1/4 V5001 R-212 5
2" x 1" V5001 R-249 2
2" x 1-1/2" V5001 R-251 2
Bushing
-1 NA
,
Size
1" x 3/4"
Part NumberBox
V5018-131
Qty.
100
1-1/4" x 3/4" V5018-167 25
1-1/4" x 1" V5018-168 25
1-1/2" x 3/4" V5018-210 S
1-1/2" x 1" V5018-211 25
1-1/2" x 1-1/4" V5018-212 25
2" x 3/4" V5018-248 2
2" x 1" V5018-249 2
Size I •t Number Box !1;1
Bushing (continued)
2" x 1-1/4" V5018-250 2
2" x 1-1/2" V5018-251 2
2-1/2" x 1-1/4" V5018-290 1
2-1/2" x 1-1/2" V5018-291 1
2-1/2" x 2" V5018-292 1
3" x 2" V5018-338 1
3" x 2-1/2" V5018-339 1
www.vikinggroupinc.com
Sprinkler Head Adapters
BRASTIC Sprinkler -j- Part Number Box Qty.
Head Adapter
3/4" x 1/2" V5003SBT-101 100
77M,1" x 1/2" VS003SBT-130 50
-
Brass starter thread molded into plastic, virtually eliminating cross-threading.
Female Sprinkler Head
Adapter with Metal
Size Part Number Box Qty.
Thread Insert 3/4" x 1/2" V50035B1-101 100
1" x 1/2" V5003SBl-130 50
lx 3/4" V50035B1-131 10
I I
Spigot Female Sprinkler
Size _______ Part Number Box Qty. Head Adapter with Metal
Thread Insert 3/4" x 1/2" V500325B1-101 100
to 1" x 1/2" V500325B1-130 50
Metal Thread Insert
Sprinkler Head 90 with Size
3/4" x 1/2"
Part Number Box
V50073SB1-101
Qty.
100
1" x 1/2" V500735B1-130 50
to
1" x 3/4" V50073S81-131 10
1-1/4" x 1/2" V500735B1-166 5
Sprinkler Head Tee with
Metal Thread Insert
Size •Part
1"xl"xl"
FNumber T
V50125BI-010 50
3/4"x3/4"xl/2" V50125B1-101 10
1"xl"xl/2" V50125B1-130 50
1-114"xl-1/4"xl/2" V5012SB1-166 S
1-1/2"x1-1/2"x1/2" V5012SBI-209 5
2"x2"xl/2" V5012SBI-247 2
Size Part Number I Box Qty.
1"x3/4"xl/2" V5012RSBI-124 10
1-1/4"xl"xl/2" V5012RSB1-156 5
1-1/2"xl-1/4"xl/2" V5012R5B1-199 5
2"xl-1/2"xl/2" V5012RSB1-237 2
1 xl/2 xl* V5014RSBI122* 10
Socket x APT x Socket
Sprinkler Head Back to
Back Cross with Metal
Thread Insert
Size I •t Number Box Qty.
lxi "xl/2"xl/2" 1-1/8" V50353SB1S-130 1
lxl"xl/2"xl/2 1-15/16" V503535B1L-130 1
Back to Back Tee with Size Part Number Box Qty.
Metal Threads Insert 1/2"xl/2"xl" 1-1/8" V5011335B15-075 48
1/2"xl/2"xl" 1-15/16" V501133SB1L-075 48
Test Plug Size Part Number Box Qty.
1/2" V450-005 50
www.vikinggroupinc.com
Transition Fittings
Female Adapter with Size Part Number I Box Iil;'j 'iM' Part Number
—1
Box Qty.
Metal Thread Insert 3/4" V5003B1-007 10 Female Adapter w/Metal Thread Inserts (continued)
1" V5003B1-010 50 1-1/2" V5003B1-015
(41
1-1/4" V5003B1-012 5 2" V5003B1-020 2
Spigot Female Adapter Size Part Number Box Qty
with Metal Thread Insert 3/4' V50032B1-007 10
(40)1
1" V50032B1-010 10
Male Adapter with Size Part Number Box Qty. 1M' Part Number I Box Qty.
Metal Thread Insert 3/4" V5004BI-007 10 Male Adapter w/Metal Thread Inserts (continued)
1" V5004B1-010 10 1-1/2" V5004B1-015 5
All
1-1/4" V5004B1-012 5 2" V5004BI-020 2
Grooved Coupling
Adapter
(-I
Size
1-1/4"
IlT1T
V5001 G-012
Box Qty.
30
Size I PartT1T I Box I!11'j
Grooved Coupling Adapter (continued)
1-1/2" V5001 G-015 25 2-1/2" V5001G-025 10
V5001 G-020 15 V5001 G-030 S
Standard Union
(#(j
Size Part
3/4"
Number
V5033E-007
Box Qty.
1
1" V5033E-010
1-1/4" V5033E-012 1
1-1/2" V5033E-015 1
Size I Part Number
—1 Box
Standard Union (continued)
V5033E-020 1
2-1/2" V5033E-025 1
V5033E-030 1
Accessories
Solvent Cement Size Part NumberBox Qty
Quart V5097Q 12
Pint V5097P 12
Dauber Size I Partrn _Box Qty _____
Small V5093-S 100
Large V5093-L 100
Size Part Number Box Qty
Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions.
C&S <~> APPROVED www.vikinggroupinc.com
September 2010
MECHANICAL
NP Mechanical, Inc.
9225 Stellar Court
Corona, CA 92883
951-667-4220
Job Name : ACACIA - PLAN 1
Building : CALC AREA 1
Location : CARLSBAD,CA
System : 1
Contract
Data File : PLAN 1 CAl 20X20.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical, Inc. Page
ACACIA - PLAN 1 Date 9-14-16
HYDRAULIC DESIGN INFORMATION SHEET
Name - ACACIA - PLAN 1
Location - CARLSBAD,CA
Building - CALC AREA 1
Contractor - NP MECHANICAL
Calculated By - EH
Construction: (X) Combustible
OCCUPANCY - LIGHT HAZARD
Date - 9-14-16
System No. - 1
Contract. No. -
Drawing No. -
Non-Combustible Ceiling Height
Listed Flow at Start Point - 20 Gpm
Listed Pres. at Start Point - 16.7 Psi
MAXIMUM LISTED SPACING 20 x 20
Domestic Flow Added - 5 Gpm
Additional Flow Added - Gpm
Elevation at Highest Outlet - Feet
Note:
System Type
(X) Wet ( ) Dry
Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model RFC49
Size 7/16" K-Factor 4.9
Temperature Rating 165
S
Y
S
T
E
M
D
E
S
I
G
N
Type of Calculation: ( )NFPA 13 Residential )NFPA 13R (X)NFPA 13D
Number of Sprinklers Flowing: (X)l ( )2 )4
)Other
)Specific Ruling Made by Date
Calculation Gpm Required 20.02 Psi Required 45.364 AT BR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi) - 94 Elev.
R Residual (Psi) - 75 Other Well
Flow (Gpm) - 5,825 Proof Flow Gpm
S Elevation -
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
NP Mechanical, Inc. Page 2
ACACIA- PLAN 1 Date 9-14-16
City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 14.292 C2 - Residual Pressure: 67.5 D2 - System Flow : 20.024 C2 - Residual Flow : 5825 D2 - System Pressure : 66.823
Hose ( Demand) : 5
D3 - System Demand : 25.024
Safety Margin : 17.777
150
140
130
p120
R11°
E 100
90
-
Cl
- S 80 - --------
- U 70
R 60 D3
E 50
40
30
20
ni 10
750 1500 2250 3000 3750 4500 5250 6000 6750
FLOW ( N A 1.85
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical, Inc. Page 3
ACACIA - PLAN 1 Date 9-14-16
Fitting Legend
Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 11 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N* CPVC9O'EllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 '0 0 0 0 0
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with * The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
NP Mechanical, Inc. Page 4
ACACIA - PLAN 1 Date 9-14-16
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. - Actual Actual Rea.
19.0 4.9 16.7 na 20.02 0.05 400 16.7
19.0 20.75 na
19.0 20.75 na
9.0 25.67 na
9.0 25.67 na
20.0 17.95 na
20.0 18.89 na
20.0 19.68 na
20.0 20.31 na
20.0 20.31 na
20.0 20.31 na
20.0 20.9 na
20.0 21.65 na
20.0 25.36 na
20.0 20.87 na
20.0 19.05 na
10.0 25.24 na
10.0 25.24 na
10.0 25.24 na
10.0 25.24 na
10.0 25.24 na
10.0 33.26 na
10.0 37.09 na
2.0 45.36 na 5.0
-3.0 48.15 na
-3.0 48.33 na
-3.0 49.04 na
-3.0 49.05 na
-3.0 49.05 na
-3.0 49.05 na
-3.0 49.05 na
-3.0 49.06 na
3.0 46.46 na
3.0 54.46 na
-3.0 57.06 na
-3.0 57.06 na
-3.0 62.06 na
-3.0 49.05 na
-3.0 49.05 na
-3.0 49.05 na
-3.0 49.05 na
-3.0 49.06 na
3.0 46.46 na
3.0 54.46 na
-3.0 57.06 na
-3.0 57.06 na
-3.0 62.06 na
-3.0 62.06 na
-3.0 62.06 na
-3.0 62.06 na
-14.0 . 66.82 na
The maximum velocity is 10.71 and it occurs in the pipe between nodes Hi and Dl
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 5
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Hi 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
Di 20.02 0.2099 0.0 . 8.000 1.679. Vel= 10.71
0.0
20.02 17.946 K Factor = 4.73
H2 0.0 0.874 N 7.0 1.000 20.746
to 150.0 0.0 7.000 -0.433
D2 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 20.313 K Factor =0
H3 0.0 0.874 N 7.0 1.000 20.746
to 150.0 0.0 7.000 -0.433
D3 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 20.313 K Factor =0
H4 0.0 0.874 N 7.0 1.000 25.669
to 150.0 0.0 7.000 -0.433
D4 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 25.236 K Factor = 0
H5 0.0 0.874 N 7.0 1.000 25.669
to 150.0 0.0 7.000 -0.433
D5 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 25.236 K Factor = 0
Di 20.02 0.874 0 3.0 1.500 17.946
to 150.0 0.0 3.000 0.0
1 20.02 0.2100 0.0 4.500 0.945 Vel = 10.71
-9.38 0.874 0 3.0 9.083 18.891
to 150.0 0.0 3.000 0.0
2 10.64 0.0651 0.0 12.083 0.787 Vel = 5.69
2 0.0 0.874 R 1.0 8.750 19.678
to 150.0 0.0 1.000 0.0
3 10.64 0.0651 0.0 9.750 0.635 Vel = 5.69
0.0
10.64 20.313 K Factor= 2.36
D2 0.0 0.874 0 3.0 2.083 20.313
- to 150.0 0.0 3.000 0.0
3 0.0 0.0 0.0 5.083 0.0 Vel = 0
0.0
0.0 20.313 K Factor =0
D3 0.0 0.874 N 7.0 8.500 20.313
to 150.0 R 1.0 8.000 0.0
3 0.0 0.0 0.0 16.500 0.0 Vel = 0
3 10.64 0.874 R 1.0 8.083 20.313
to 150.0 0.0 1.000 0.0
4 10.64 0.0652 0.0 9.083 0.592 Vel = 5.69
4 -10.64 0.874 0 3.0 10.000 20.905
to 150.0 0.0 3.000 8.662
12 0.0 0.0 0.0 13.000 0.0 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fiial Calculations - Hazen-Williams
NP Mechanical, Inc. Page 6 ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
0.0 29.567 K Factor = 0
4 10.64 0.874 R 1.0 7.417 20.905
to 150.0 0 3.0 4.000 0.0
5 10.64 0.0651 0.0 11.417 0.743 Vel= 5.69
5 9.38 0.874 N 7.0 10.667 21.648
to 150.0 0.0 7.000 0.0
6 20.02 0.2099 0.0 17.667 3.709 Vel = 10.71
6 0.0 0.874 N 7.0 10.000 25.357
to 150.0 0.0 7.000 4.331
13 20.02 0.2099 0.0 17.000 3.569 Vel = 10.71
0.0
20.02 33.257 K Factor = 3.47
5 -9.39 0.874 R 1.0 11.083 21.648
to 150.0 0 3.0 4.000 0.0
7 -9.39 -0.0517 0.0 15.083 -0.780 VeI= 5.02
7 0.0 0.874 4R 4.0 24.167 20.868
to 150.0 N 7.0 11.000 0.0
8 -9.39 -0.0517 0.0 35.167 -1.818 Vel= 5.02
8 0.0 0.874 R 1.0 2.083 19.050
to 150.0 0.0 1.000 0.0
1 -9.39 -0.0516 0.0 3.083 -0.159 Vel = 5.02
0.0
-9.39 18.891 K Factor = -2.16
D4 0.0 0.874 0 3.0 8.000 25.236
to 150.0 0.0 3.000 0.0
9 0.0 0.0 0.0 11.000 0.0 Vel = 0
0.0
0.0 25.236 K Factor = 0
D5 0.0 0.874 N 7.0 2.083 25.236
to 150.0 R 1.0 8.000 0.0
9 0.0 0.0 0.0 10.083 0.0 Vet = 0
9 0.0 0.874 N 7.0 4.500 25.236
to 150.0 0.0 7.000 0.0
10 0.0 0.0 0.0 11.500 0.0 Vel =0
10 0.0 0.874 0 3.0 12.667 25.236
to 150.0 0.0 3.000 0.0
11 0.0 0.0 0.0 15.667 0.0 Vel = 0
11 0.0 0.874 R 1.0 7.333 25.236
to 150.0 0 3.0 4.000 4.331
12 0.0 0.0 0.0 11.333 0.0 Vel = 0
0.0
0.0 29.567 K Factor = 0
13 20.02 0.874 2N 14.0 4.250 33.257
to 150.0 0.0 14.000 0.0
TR 20.02 0.2099 0.0 18.250 3.831 Vet = 10.71
0.0
20.02 37.088 K Factor = 3.29
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
I
NP Mechanical, Inc. Page 7
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
TR 20.02 1.101 2R 2.0 8.000 37.088
to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3
BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vel = 6.75
S 9.563
BR 5.00 1.101 0 5.0 1.000 45.364 Qa=5
to 150.0 0.0 5.000 2.166
X 25.02 0.1030 0.0 6.000 0.618 Vel = 8.43
X 0.0 1.59 E 5.687 5.000 48.148
to 150.0 0.0 5.687 0.0
EL 25.02 0.0172 0.0 10.687 0.184 Vel = 4.04
EL 0.0 1.59 1 11.375 30.000 48.332
to 150.0 0.0 11.375 0.0
102 25.02 0.0172 0.0 41.375 0.711 Vel = 4.04
102 0.0 6.09 T 46.249 260.000 49.043
to 150.0 0.0 46.249 0.0
103 25.02 0.0 0.0 306.249 0.008 Vel = 0.28
103 -11.88 6.09 T 46.249 160.000 49.051
to 150.0 0.0 46.249 0.0
104 13.14 0.0 0.0 206.249 0.002 Vel = 0.14
0.0
13.14 49.053 K Factor = 1.88
103 11.89 6.09 1 46.249 275.000 49.051
to 150.0 0.0 46.249 0.0
109 11.89 0.0 0.0 321.249 0.002 Vel = 0.13
0.0
11.89 49.053 K Factor = 1.70
104 7.79 6.09 1 46.249 100.000 49.053
to 150.0 0.0 46.249 0.0
105 7.79 0.0 0.0 146.249 0.0 Vel = 0.09
0.0
7.79 49.053 KFactor= 1.11
104 5.34 6.09 T 46.249 275.000 49.053
to 150.0 0.0 46.249 0.0
108 5.34 0.0 0.0 321.249 0.0 Vel = 0.06
0.0
5.34 49.053 K Factor = 0.76
105 7.79 6.09 T 46.249 175.000 49.053
to 150.0 0.0 46.249 0.0
106 7.79 0.0 0.0 221.249 0.001 Vel = 0.09
106 5.24 6.09 T 46.249 210.000 49.054
to 150.0 0.0 46.249 0.0
Fl 13.03 0.0 0.0 256.249 0.002 Vel = 0.14
Fl 0.0 6.09 E 21.583 6.000 49.056
to 150.0 0.0 21.583 -2.599
F2 13.03 0.0 0.0 27.583 0.0 Vel = 0.14
F2 0.0 2.945 0.0 3.000 46.457
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
F3 13.03 0.0003 0.0 3.000 0.001 Vel = 0.61
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fial Calculations - Hazen-Williams
NP Mechanical, Inc. Page 8
ACACIA - PLAN 1 Date 9-14-16
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
F3 0.0 6.09 E 21.583 6.000 54.458
to 150.0 0.0 21.583 2.599
F4 13.03 0.0 0.0 27.583 0.0 Vel = 0.14
F4 0.0 6.09 E 21.583 3.000 57.057
to 150.0 0.0 21.583 0.0
Ml 13.03 0.0 0.0 24.583 0.0 Vel = 0.14
Ml 0.0 2.945 0.0 1.000 57.057
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M2 13.03 0.0 0.0 1.000 0.0 Vel= 0.61
M2 0.0 6.09 T 46.249 30.000 62.057
to 150.0 0.0 46.249 0.0
111 13.03 0.0 0.0 76.249 0.001 VeI= 0.14
0.0
13.03 62.058 K Factor = 1.65
106 -5.24 6.09 T 46.249 120.000 49.054
to 150.0 0.0 46.249 0.0
107 -5.24 0.0 0.0 166.249 -0.001 Vel= 0.06
107 0.0 6.09 1 46.249 220.000 49.053
to 150.0 0.0 46.249 0.0
108 -5.24 0.0 0.0 266.249 0.0 Vel = 0.06
108 5.34 6.09 1 46.249 165.000 49.053
to 150.0 0.0 46.249 0.0
109 0.1 0.0 0.0 211.249 0.0 Vel =0
109 11.89 6.09 T 46.249 160.000 49.053
to 150.0 0.0 46.249 0.0
101 11.99 0.0 0.0 206.249 0.001 Vel= 0.13
101 0.0 6.09 3E 64.749 130.000 49.054
to 150.0 0.0 64.749 0.0
Bi 11.99 0.0 0.0 194.749 0.002 Vel= 0.13
Bi 0.0 6.09 E 21.583 6.000 49.056
to 150.0 0.0 21.583 -2.599
B2 11.99 0.0 0.0 27.583 0.0 Vel= 0.13
B2 0.0 2.945 0.0 3.000 46.457
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
B3 11.99 0.0003 0.0 3.000 0.001 Vel = 0.56
B3 0.0 6.09 E 21.583 6.000 54.458
to 150.0 0.0 21.583 2.599
B4 11.99 0.0 0.0 27.583 0.0 Vel = 0.13
B4 0.0 6.09 E 21.583 3.000 57.057
to 150.0 0.0 21.583 0.0
M3 11.99 0.0 0.0 24.583 0.0 Vel= 0.13
M3 0.0 2.945 0.0 1.000 57.057
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M4 11.99 0.0 0.0 1.000 0.0 Vel = 0.56
M4 0.0 6.09 E 21.583 30.000 62.057
to 150.0 0.0 21.583 0.0
113 11.99 0.0 0.0 51.583 0.0 Vel= 0.13
113 0.0 11.65 E 36.224 115.000 62.057
to 150.0 0.0 36.224 0.0
112 11.99 0.0 0.0 151.224 0.0 VeI= 0.04
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 9
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point at Pf/Ft Eqv. Ln. Total Pf Pn
112 0.0 11.65 T 80.498 1305.000 62.057
to 150.0 0.0 80.498 0.0
1.11 11.99 0.0 0.0. 1385.498 0.001 Vel= 0.04
111 13.03 11.65 T 80.498 700.000 62.058
to 150.0 0.0 80.498 4.764
FT 25.02 0.0 0.0 780.498 0.001 Vel = 0.08
0.0
25.02 66.823 K Factor = 3.06
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MECHANICAL
NP Mechanical, Inc.
9225 Stellar Court
Corona, CA 92883
951-667-4220
Job Name : ACACIA - PLAN 1
Building -: CALC AREA 2
Location : CARLSBADCA
System : 1
Contract
Data File : PLAN 1 CA2 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
S
Y
S
T
E
M
D
E
S
I
G
N
I
NP Mechanical, Inc. Page 1
ACACIA - PLAN 1 Date 9-14-16
HYDRAULIC DESIGN INFORMATION SHEET
Name - ACACIA - PLAN 1 Date - 9-14-16
Location - CARLSBAD,CA
Building - CALC AREA 2 System No. - 1
Contractor - NP MECHANICAL 0 Contract. No. -
Calculated By - EH Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height
OCCUPANCY - LIGHT HAZARD
Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Number of Sprinklers Flowing: ( )1 (X)2 ( )4
)Other
)Specific Ruling Made by Date
Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry
MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
Additional Flow Added - Gpm Make RELIABLE Model RFC49
Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9
Note: Temperature Rating 165
Calculation Gpm Required 26.83 Psi Required 45.428 AT BR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Rated Cap. Cap.
T Time of Test - 8 Psi Elev.
E Static (Psi) - 94 Elev.
R Residual (Psi) - 75 Other Well
Flow (Gpm) - 5,825 Proof Flow Gpm
S Elevation -
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
NP Mechanical, Inc. Page 2
ACACIA- PLAN 1 Date 9-14-16
City Water Supply: Demand:
Cl - Static Pressure : 84.6 Dl - Elevation : 14.292
C2 - Residual Pressure: 67.5 D2 - System Flow : 26.831
C2 - Residual Flow : 5825 D2 - System Pressure : 67.744
Hose ( Demand) : 5
D3 - System Demand : 31-831
Safety Margin : 16.855
150
140
130
P 120
R11°
E 100
90 --C-I—
S80 - __ co
_
D2 70
—e
- -
R 60D3
E5°
40
30
20
10
750 1500 2250 3000 3750 4500 5250 6000 6750
FLOW (N"1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical, Inc. Page 3
ACACIA - PLAN 1 Date 9-14-16
Fitting Legend
Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N* CPVC9O'EllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with * The fittings marked with a * show equivalent lengths values
supplied by manufacturors based on specific pipc diamctcr3 and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other thati 120 and diarrieters other than Sched 40 per Ni-IA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
19.0 10.37 na
19.0 4.9 7.97 na
19.0 4.9 7.04 na
9.0 15.24 na
9.0 15.24 na
20.0 9.94 na
20.0 9.94 na
20.0 9.37 na
20.0 8.38 na
20.0 7.36 na
20.0 8.92 na
20.0 10.48 na
20.0 12.43 na
20.0 18.8 na
20.0 11.73 na
20.0 10.08 na
10.0 14.81 na
10.0 14.81 na
10.0 14.81 na
10.0 14.81 na
10.0 14.81 na
10.0 29.27 na
10.0 35.85 na
2.0 45.43 na
-3.0 48.56 na
-3.0 48.85 na
-3.0 49.96 na
-3.0 49.97 na
-3.0 49.97 na
-3.0 49.97 na
-3.0 49.97 na
-3.0 49.97 na
3.0 47.38 na
3.0 55.38 na
-3.0 57.98 na
-3.0 57.98 na
-3.0 62.98 na
-3.0 49.97 na
-3.0 49.97 na
-3.0 49.97 na
-3.0 49.97 na
-3.0 49.98 na
3.0 47.38 na
3.0 55.38 na
-3.0 57.98 na
-3.0 57.98 na
-3.0 62.98 na
-3.0 62.98 na
-3.0 62.98 na
-3.0 62.98 na
-14.0 -67.74 na
13.83 0.05 256 7.0
13.0 0.05 256 7.039
5.0
Pressure / Flow Summary - STANDARD
NP Mechanical, Inc. Page 4
ACACIA- PLAN 1 Date 9-14-16
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
The maximum velocity is 14.35 and it occurs in the pipe between nodes 5 and 6
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 5
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
Hi 0.0 0.874 N 7.0 1.000 10.372
to 150.0 0.0 7.000 -0.433
Di 0.0 0.0 0.0 8.000 0.0 Vet = 0
0.0
0.0 9.939 K Factor = 0
H2 13.83 0.874 N 7.0 1.000 7.967 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D2 13.83 0.1059 0.0 8.000 0.847 Vet = 7.40
0.0
13.83 8.381 K Factor = 4.78
H3 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D3 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95
0.0
13.00 7.361 K Factor = 4.79
H4 0.0 0.874 N 7.0 1.000 15.239
to 150.0 0.0 7.000 -0.433
D4 0.0 0.0 0.0 8.000 0.0 Vet = 0
0.0
0.0 14.806 K Factor = 0
H5 0.0 0.874 N 7.0 1.000 15.239
to 150.0 0.0 7.000 -0.433
D5 0.0 0.0 0.0 8.000 0.0 Vet = 0
0.0
0.0 14.806 K Factor = 0
Di 0.0 0.874 0 3.0 1.500 9.939
to 150.0 0.0 3.000 0.0
0.0 0.0 0.0 4.500 0.0 Vet = 0
1 -8.89 0.874 0 3.0 9.083 9.939
to 150.0 0.0 3.000 0.0
2 -8.89 -0.0467 0.0 12.083 -0.564 Vet = 4.75
2 0.0 0.874 R 1.0 8.750 9.375
to 150.0 0.0 1.000 0.0
3 -8.89 -0.0468 0.0 9.750 -0.456 Vet = 4.75
0.0
-8.89 8.919 K Factor = -2.98
D2 13.83 0.874 0 3.0 2.083 8.381
to 150.0 0.0 3.000 0.0
3 13.83 0.1058 0.0 5.083 0.538 Vet = 7.40
0.0
13.83 8.919 K Factor = 4.63
D3 13.00 0.874 N 7.0 8.500 7.361
to 150.0 R 1.0 8.000 0.0
3 13.0 0.0944 0.0 16.500 1.558 Vet = 6.95
3 4.94 0.874 R 1.0 8.083 8.919
to 150.0 0.0 1.000 0.0
4 17.94 0.1713 0.0 9.083 1.556 Vet = 9.59
4 -17.94 0.874 0 3.0 10.000 10.475
to 150.0 0.0 3.000 8.662
12 0.0 0.0 0.0 13.000 0.0 Vet = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 6
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pt/Ft Eqv. Ln. Total Pt Pn
0.0
0.0 19.137 K Factor =0
4 17.94 0.874 R 1.0 7.417 10.475
to 150.0 0 3.0 4.000 0.0
5 17.94 0.1713 0.0 11.417 1.956 VeI= 9.59
5 8.89 0.874 N 7.0 10.667 12.431
to 150.0 0.0 7.000 0.0
6 26.83 0.3607 0.0 17.667 6.373 Vel = 14.35
6 0.0 0.874 N 7.0 10.000 18.804
to 150.0 0.0 7.000 4.331
13 26.83 0.3608 0.0 17.000 6.133 Vel = 14.35
0.0
26.83 29.268 K Factor = 4.96
5 -8.89 0.874 A 1.0 11.083 12.431
to 150.0 0 3.0 4.000 0.0
7 -8.89 -0.0467 0.0 15.083 -0.704 Vel = 4.75
7 0.0 0.874 4R 4.0 24.167 11.727
to 150.0 N 7.0 11.000 0.0
8 -8.89 -0.0467 0.0 35.167 -1.644 Vel = 4.75
8 0.0 0.874 R 1.0 2.083 10.083
to 150.0 0.0 1.000 0.0
1 -8.89 -0.0467 0.0 3.083 -0.144 Vel = 4.75
0.0
-8.89 9.939 K Factor = -2.82
D4 0.0 0.874 0 3.0 8.000 14.806
to 150.0 0.0 3.000 0.0
9 0.0 0.0 0.0 11.000 0.0 Vel = 0
0.0
0.0 14.806 K Factor = 0
D5 0.0 0.874 N 7.0 2.083 14.806
to 150.0 R 1.0 8.000 0.0
9 0.0 0.0 0.0 10.083 0.0 Vel = 0
9 0.0 0.874 N 7.0 4.500 14.806
to 150.0 0.0 7.000 0.0
10 0.0 0.0 0.0 11.500 0.0 Vel =0
10 0.0 0.874 0 3.0 12.667 14.806
to 150.0 0.0 3.000 0.0
11 0.0 0.0 0.0 15.667 0.0 Vel = 0
11 0.0 0.874 R 1.0 7.333 14.806
to 150.0 0 3.0 4.000 4.331
12 0.0 0.0 0.0 11.333 0.0 Vel =0
0.0
0.0 19.137 K Factor = 0
13 26.83 0.874 2N 14.0 4.250 29.268
to 150.0 0.0 14.000 0.0
TR 26.83 0.3607 0.0 18.250 6.583 Vel = 14.35
0.0
26.83 35.851 K Factor = 4.48
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 7
ACACIA - PLAN 1 Date 9-14-16
Hyd.
Ref.
Qa Dia.
"C'
Fitting
or
Pipe
Ftng's
Pt Pt
Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
TR 26.83 1.101 2R 2.0 8.000 35.851
to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3
BR 26.83 0.1172 Fsp 0.0 26.562 3.112 Vel= 9.04
S 9.563
BR 5.00 1.101 0 5.0 1.000 45.428 Qa=5
to 150.0 0.0 5.000 2.166
X 31.83 0.1607 0.0 6.000 0.964 Vel= 10.73
X 0.0 1.59 E 5.687 5.000 48.558
to 150.0 0.0 5.687 0.0
EL 31.83 0.0269 0.0 10.687 0.287 VeI= 5.14
EL 0.0 1.59 1 11.375 30.000 48.845
to 150.0 0.0 11.375 0.0
102 31.83 0.0269 0.0 41.375 1.111 Vel = 5.14
102 0.0 6.09 T 46.249 260.000 49.956
to 150.0 0.0 46.249 0.0
103 31.83 0.0 0.0 306.249 0.012 Vel= 0.35
103 -15.12 6.09 1 46.249 160.000 49.968
to 150.0 0.0 46.249 0.0
104 16.71 0.0 0.0 206.249 0.002 Vel = 0.18
0.0
16.71 49.970 K Factor = 2.36
103 15.12 6.09 T 46.249 275.000 49.968
to 150.0 0.0 46.249 0.0
109 15.12 0.0 0.0 321.249 0.003 VeI= 0.17
0.0
15.12 49.971 KFactor= 2.14
104 9.91 6.09 T 46.249 100.000 49.970
to 150.0 0.0 46.249 0.0
105 9.91 0.0 0.0 146.249 0.001 Vel = 0.11
0.0
9.91 49.971 K Factor = 1.40
104 6.80 6.09 1 46.249 275.000 49.970
to 150.0 0.0 46.249 0.0
108 6.8 0.0 0.0 321.249 0.001 Vel = 0.07
0.0
6.80 49.971 K Factor = 0.96
105 9.91 6.09 1 46.249 175.000 49.971
to 150.0 0.0 46.249 0:0
106 9.91 0.0 0.0 221.249 0.001 Vel= 0.11
106 6.67 6.09 T 46.249 210.000 49.972
to 150.0 0.0 46.249 0.0
Fl 16.58 0.0 0.0 256.249 0.003 Vel = 0.18
Fl 0.0 6.09 E 21.583 6.000 49.975
to 150.0 0.0 21.583 -2.599
F2 16.58 0.0 0.0 27.583 0.001 Vel = 0.18
F2 0.0 2.945 0.0 3.000 47.377
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
F3 16.58 0.0003 0.0 3.000 0.001 Vel = 0.78
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 8
ACACIA - PLAN 1 Date 9-14-16
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
F3 0.0 6.09 E 21.583 6.000 55.378
to 150.0 0.0 21.583 2.599
F4 16.58 0.0 0.0 27.583 0.0 Vel = 0.18
F4 0.0 6.09 E 21.583 3.000 57.977
to 150.0 0.0 21.583 0.0
Ml 16.58 0.0 0.0 24.583 0.0 Vel = 0.18
Ml 0.0 2.945 0.0 1.000 57.977
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M2 16.58 0.0 0.0 1.000 0.0 VeI= 0.78
M2 0.0 6.09 T 46.249 30.000 62.977
to 150.0 0.0 46.249 0.0
111 16.58 0.0 0.0 76.249 0.001 Vel= 0.18
0.0
16.58 62.978 K Factor = 2.09
106 -6.67 6.09 T 46.249 120.000 49.972
to 150.0 0.0 46.249 0.0
107 -6.67 0.0 0.0 166.249 0.0 Vel = 0.07
107 0.0 6.09 1 46.249 220.000 49.972
to 150.0 0.0 46.249 0.0
108 -6.67 0.0 0.0 266.249 -0.001 Vel = 0.07
108 6.80 6.09 T 46.249 165.000 49.971
to 150.0 0.0 46.249 0.0
109 0.13 0.0 0.0 211.249 0.0 Vel =0
109 15.12 6.09 1 46.249 160.000 49.971
to 150.0 0.0 46.249 0.0
101 15.25 0.0 0.0 206.249 0.002 Vel = 0.17
101 0.0 6.09 3E 64.749 130.000 49.973
to 150.0 0.0 64.749 0.0
Bi 15.25 0.0 0.0 194.749 0.002 VeI= 0.17
B1 0.0 6.09 E 21.583 6.000 49.975
to 150.0 0.0 21.583 -2.599
B2 15.25 0.0 0.0 27.583 0.001 Vel = 0.17
B2 0.0 2.945 0.0 3.000 47.377
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
B3 15.25 0.0003 0.0 3.000 0.001 Vel = 0.72
B3 0.0 6.09 E 21.583 6.000 55.378
to 150.0 0.0 21.583 2.599
B4 15.25 0.0 0.0 27.583 0.0 Vel = 0.17
B4 0.0 6.09 E 21.583 3.000 57.977
to 150.0 0.0 21.583 0.0
M3 15.25 0.0 0.0 24.583 0.0 Vel = 0.17
M3 0.0 2.945 0.0 1.000 57.977
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M4 15.25 0.0 0.0 1.000 0.0 Vel = 0.72
M4 0.0 6.09 E 21.583 30.000 62.977
to 150.0 0.0 21.583 0.0
113 15.25 0.0 0.0 51.583 0.001 Vel = 0.17
113 0.0 11.65 E 36.224 115.000 62.978
to 150.0 0.0 36.224 0.0
112 15.25 0.0 0.0 151.224 0.0 Vel = 0.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 9
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
112 0.0 11.65 T 80.498 1305.000 62.978
to 150.0 0.0 80.498 0.0
111 15.25 0.0 0.0. 1385.498 0.0 Vel = 0.05
111 16.58 11.65 T 80.498 700.000 62.978
to 150.0 0.0 80.498 4.764
FT 31.83 0.0 0.0 780.498 0.002 Vel = 0.10
0.0
31.83 67.744 K Factor = 3.87
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MECHANICAL
NP Mechanical, Inc.
9225 Stellar Court
Corona, CA 92883
951-667-4220
Job Name : ACACIA - PLAN 1
Building - : CALC AREA 3
Location : CARLSBAD,CA
System : 1
Contract
Data File PLAN 1 CA3 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical, Inc. Page 1
ACACIA - PLAN 1 Date 9-14-16
HYDRAULIC DESIGN INFORMATION SHEET
Name - ACACIA - PLAN 1 Date - 9-14-16
Location - CARLSBAD, CA
Building - CALC AREA 3 System No. - 1
Contractor - NP MECHANICAL Contract No. -
Calculated By - EH Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height
OCCUPANCY - LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )l (X)2 ( )4
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model RFC49
I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9
G Note: Temperature Rating 165
N
Calculation Gpm Required 26.07 Psi Required 55.791 AT BR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test:
A Date of Test -
T Time of Test -
B Static (Psi) - 94
R Residual (Psi) - 75
Flow (Gpm) - 5,825
S Elevation -
P Location:
P
L Source of Information:
Y
Pump Data: Tank or Reservoir:
Rated Cap. Cap.
@ Psi Elev.
Elev.
Other Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
NP Mechanical, Inc.
ACACIA - PLAN 1
Page 2
Date 9-14-16
City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 9.961 C2 - Residual Pressure: 67.5 D2 - System Flow : 26.066 C2 - Residual Flow : 5825 D2 - System Pressure : 78.001
Hose ( Demand) : 5
D3 - System Demand : 31.066
Safety Margin : 6.598
150
140
130
P 12
R°
E10°
L
s 90 ell
IE
80
70 D3
R 60
E5°
40
30
20
10
750 1500 2250 3000 3750 4500 5250 6000 6750
FLOW ( N" 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical, Inc. Page 3
ACACIA - PLAN 1 Date 9-14-16 --------------------
Fitting Legend
Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
Inches
Feet
US Gallons per Minute
Pounds per Square. Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *• The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Hi 19.0 22.95 na
H2 19.0 22.36 na
H3 19.0 . 22.36 na
H4 9.0 4.9 7.04 na
H5 9.0 4.9 7.11 na
Di 20.0 22.51 na
20.0 22.51 na
2 20.0 22.19 na
D2 20.0 21.92 na
D3 20.0 21.92 na
3 20.0 21.92 na
4 20.0 21.68 na
5 20.0 23.95 na
6 20.0 29.99 na
7 20.0 23.54 na
8 20.0 22.6 na
D4 10.0 7.36 na
D5 10.0 7.44 na
9 10.0 8.4 na
10 10.0 12.33 na
ti 10.0 17.69 na
13 10.0 40.14 na
TR 10.0 46.38 na
BR 2.0 55.79 na
X -3.0 58.88 na
EL -3.0 59.15 na
102 -3.0 60.21 na
103 -3.0 60.23 na
104 -3.0 60.23 na
105 -3.0 60.23 na
106 -3.0 60.23 na
Fl -3.0 60.23 na
F2 3.0 57.63 na
F3 3.0 65.64 na
F4 -3.0 68.23 na
Ml -3.0 68.23 na
M2 -3.0 73.24 na
107 -3.0 60.23 na
108 -3.0 60.23 na
109 -3.0 60.23 na
101 -3.0 60.23 na
Bi -3.0 . 60.23 na
B2 3.0 57.63 na
B3 3.0 65.64 na
B4 -3.0 68.23 na
M3 -3.0 68.23 na
M4 -3.0 73.23 na
113 -3.0 73.24 na
112 -3.0 73.24 na
111 -3.0 73.24 na
FT -14.0 78.0 na
13.0 0.05 256 7.039
13.07 0.05 256 7.0
5.0
Pressure I Flow Summary - STANDARD
NP Mechanical, Inc. Page 4
ACACIA - PLAN 1 Date 9-14-16
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req.
The maximum velocity is 13.94 and it occurs in the pipe between nodes 4 and 12
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 5
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
Hi 0.0 0.874 N 7.0 1.000 22.945
to 150.0 0.0 7.000 -0.433
Di 0.0 0.0 0.0 8.000 , 0.0 Vel = 0
0.0
0.0 22.512 K Factor =0
H2 0.0 0.874 N 7.0 1.000 22.356
to 150.0 0.0 7.000 -0.433
D2 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 21.923 K Factor =0
H3 0.0 0.874 N 7.0 1.000 22.356
to 150.0 0.0 7.000 -0.433
D3 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 21.923 K Factor = 0
H4 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D4 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95
0.0
13.00 7.361 K Factor = 4.79
H5 13.07 0.874 N 7.0 1.000 7.110 K Factor =4.90
to 150.0 0.0 7.000 -0.433
D5 13.07 0.0952 0.0 8.000 0.762 Vel = 6.99
0.0
13.07 7.439 K Factor = 4.79
Di 0.0 0.874 0 3.0 1.500 22.512
to 150.0 0.0 3.000 0.0
1 0.0 0.0 0.0 4.500 0.0 Vel = 0
-6.61 0.874 0 3.0 9.083 22.512
to 150.0 0.0 3.000 0.0
2 -6.61 -0.0270 0.0 12.083 -0.326 Vel = '3.53
2 0.0 0.874 R 1.0 8.750 22.186
to 150.0 0.0 1.000 0.0
3 -6.61 -0.0270 0.0 9.750 -0.263 Vel = 3.53
0.0
-6.61 21.923 K Factor = -1.41
D2 0.0 0.874 0 3.0 2.083 21.923
to 150.0 0.0 3.000 0.0
3 0.0 0.0 0.0 5.083 0.0 Vel = 0
0.0
0.0 21.923 K Factor =0
D3 0.0 0.874 N 7.0 8.500 21.923
to 150.0 R 1.0 8.000 0.0
3 0.0 0.0 0.0 16.500 0.0 Vel = 0
3 -6.61 0.874 R 1.0 8.083 21.923
to 150.0 0.0 1.000 0.0
4 -6.61 -0.0270 0.0 9.083 -0.245 Vel = 3.53
4 -19.46 0.874 0 3.0 10.000 21.678
to 150.0 0.0 3.000 8.662
12 -26.07 -0.3419 0.0 13.000 -4.445 Vel = 13.94
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fial Calculations - Hazen-Williams
' NP Mechanical, Inc. Page 6
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point at Pf/Ft Eqv. Ln. Total Pf Pn
0.0
-26.07 25.895 K Factor= -5.12
4 19.46 0.874 R 1.0 7.417 21.678
to 150.0 0 3.0 4.000 0.0
5 19.46 0.1991 0.0 11.417 2.273 Vel= 10.41
5 6.61 0.874 N 7.0 10.667 23.951
to 150.0 0.0 7.000 0.0
6 26.07 0.3419 0.0 17.667 6.041 Vel = 13.94
6 0.0 0.874 N 7.0 10.000 29.992
to 150.0 0.0 7.000 4.331
13 26.07 0.3419 0.0 17.000 5.813 Vel = 13.94
0.0
26.07 40.136 KFactor= 4.12
5 -6.61 0.874 R 1.0 11.083 23.951
to 150.0 0 3.0 4.000 0.0
7 -6.61 -0.0270 0.0 15.083 -0.407 Vel = 3.53
7 0.0 0.874 4R 4.0 24.167 23.544
to 150.0 N 7.0 11.000 0.0
8 -6.61 -0.0270 0.0 35.167 -0.949 Vel = 3.53
8 0.0 0.874 A 1.0 2.083 22.595
to 150.0 0.0 1.000 0.0
1 -6.61 -0.0269 0.0 3.083 -0.083 Vel = 3.53
0.0
-6.61 22.512 K Factor = -1.39
D4 13.00 0.874 0 3.0 8.000 7.361
to 150.0 0.0 3.000 0.0
9 13.0 0.0945 0.0 11.000 1.039 Vel = 6.95
0.0
13.00 8.400 K Factor = 4.49
D5 13.07 0.874 N 7.0 2.083 7.439
to 150.0 R 1.0 8.000 0.0
9 13.07 0.0953 0.0 10.083 0.961 Vel = 6.99
9 13.00 0.874 N 7.0 4.500 8.400
to 150.0 0.0 7.000 0.0
10 26.07 0.3419 0.0 11.500 3.932 Vel = 13.94
10 0.0 0.874 0 3.0 12.667 12.332
to 150.0 0.0 3.000 0.0
_11 26.07 0.3419 0.ö 15.667 5.357 Vel = 13.94
11 0.0 0.874 R 1.0 7.333 17.689
to 150.0 0 3.0 4.000 4.331
12 26.07 0.3419 0.0 11.333 3.875 Vel = 13.94
0.0
26.07 25.895 K Factor = 5.12
13 26.07 0.874 2N 14.0 4.250 40.136
to 150.0 0.0 14.000 0.0
TR 26.07 0.3419 0.0 18.250 6.240 Vel = 13.94
0.0
26.07 46.376 K Factor = 3.83
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 7
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
TR 26.07 1.101 2R 2.0 8.000 46.376
to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3
BR 26.07 0.1111 Fsp 0.0 26.562 2.950 Vel = 8.79
S 9.563
BR 5.00 1.101 0 5.0 1.000 55.791 Qa=5
to 150.0 0.0 5.000 2.166
X 31.07 0.1537 0.0 6.000 0.922 VeI= 10.47
X 0.0 1.59 E 5.687 5.000 58.879
to 150.0 0.0 5.687 0.0
EL 31.07 0.0256 0.0 10.687 0.274 Vel = 5.02
EL 0.0 1.59 1 11.375 30.000 59.153
to 150.0 0.0 11.375 0.0
102 31.07 0.0257 0.0 41.375 1.062 VeI= 5.02
102 0.0 6.09 T 46.249 260.000 60.215
to 150.0 0.0 46.249 0.0
103 31.07 0.0 0.0 306.249 0.011 Vel = 0.34
103 -14.76 6.09 T 46.249 160.000 60.226
to 150.0 0.0 46.249 0.0
104 16.31 0.0 0.0 206.249 0.002 Vel = 0.18
0.0
16.31 60.228 KFactor= 2.10
103 14.76 6.09 T 46.249 275.000 60.226
to 150.0 0.0 46.249 0.0
109 14.76 0.0 0.0 321.249 0.003 Vel = 0.16
0.0
14.76 60.229 K Factor = 1.90
104 9.67 6.09 T 46.249 100.000 60.228
to 150.0 0.0 46.249 0.0
105 9.67 0.0 0.0 146.249 0.001 VeI= 0.11
0.0
9.67 60.229 K Factor = 1.25
104 6.63 6.09 1 46.249 275.000 60.228
to 150.0 0.0 46.249 0.0
108 6.63 0.0 0.0 321.249 0.001 Vel = 0.07
0.0
6.63 60.229 K Factor = 0.85
105 9.67 6.09 T 46.249 175.000 60.229
to 150.0 0.0 46.249 0.0
106 9.67 0.0 0.0 221.249 0.001 Vel = 0.11
106 6.51 6.09 1 46.249 210.000 60.230
to 150.0 0.0 46.249 0.0
Fl 16.18 0.0 0.0 256.249 0.003 Vel = 0.18
Fl 0.0 6.09 E 21.583 6.000 60.233
to 150.0 0.0 21.583 -2.599
F2 16.18 0.0 0.0 27.583 0.0 Vel = 0.18
F2 0.0 2.945 0.0 3.000 57.634
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
F3 16.18 0.0007 0.0 3.000 0.002 Vel = 0.76
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fiiial Calculations - Hazen-Williams
NP Mechanical, Inc. Page 8
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
F3 0.0 6.09 E 21.583 6.000 65.636
to 150.0 0.0 21.583 2.599
F4 16.18 0.0 0.0 27.583 -0.001 Vel = 0.18
F4 0.0 6.09 E 21.583 3.000 68.234
to 150.0 0.0 21.583 0.0
Ml 16.18 0.0 0.0 24.583 0.001 Vel = 0.18
Ml 0.0 2.945 0.0 1.000 68.235
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M2 16.18 0.0 0.0 1.000 0.0 Vel = 0.76
M2 0.0 6.09 T 46.249 30.000 73.235
to 150.0 0.0 46.249 0.0
111 16.18 0.0 0.0 76.249 0.001 Vel= 0.18
0.0
16.18 73.236 K Factor= 1.89
106 -6.51 6.09 1 46.249 120.000 60.230
to 150.0 0.0 46.249 0.0
107 -6.51 0.0 0.0 166.249 0.0 Vel = 0.07
107 0.0 6.09 T 46.249 220.000 60.230
to 150.0 0.0 46.249 0.0
108 -6.51 0.0 0.0 266.249 -0.001 Vel = 0.07
108 6.64 6.09 1 46.249 165.000 60.229
to 150.0 0.0 46.249 0.0
109 0.13 0.0 0.0 211.249 0.0 Vel =0
109 14.75 6.09 T 46.249 160.000 60.229
to 150.0 0.0 46.249 0.0
101 14.88 0.0 0.0 206.249 0.002 Vel = 0.16
101 0.0 6.09 3E 64.749 130.000 60.231
to 150.0 0.0 64.749 0.0
B1 14.88 0.0 0.0 194.749 0.002 Vel = 0.16
Bi 0.0 6.09 E 21.583 6.000 60.233
to 150.0 0.0 21.583 -2.599
B2 14.88 0.0 0.0 27.583 0.0 Vel = 0.16
B2 0.0 2.945 0.0 3.000 57.634
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
B3 14.88 0.0007 0.0 3.000 0.002 Vel = 0.70
B3 0.0 6.09 E 21.583 6.000 65.636
to 150.0 0.0 21.583 2.599
B4 14.88 0.0 0.0 27.583 -0.001 Vel = 0.16
B4 0.0 6.09 E 21.583 3.000 68.234
to 150.0 0.0 21.583 0.0
M3 14.88 0.0 0.0 24.583 0.001 Vel = 0.16
M3 0.0 2.945 0.0 1.000 68.235
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M4 14.88 0.0 0.0 1.000 0.0 Vel = 0.70
M4 0.0 6.09 E 21.583 30.000 73.235
to 150.0 0.0 21.583 0.0
113 14.88 0.0 0.0 51.583 0.0 Vel= 0.16
113 0.0 11.65 E 36.224 115.000 73.235
to 150.0 0.0 36.224 0.0
112 14.88 0.0 0.0 151.224 0.0 Vel= 0.04
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc.
ACACIA - PLAN 1
Page 9
Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
112 0.0 11.65 T 80.498 1305.000 73.235
to 150.0 0.0 80.498 0.0
111 14.88 0.0 0.0 1385.498 0.001 Vel = 0.04
111 16.19 11.65 T 80.498 700.000 73.236
to 150.0 0.0 80.498 4.764
FT 31.07 0.0 0.0 780.498 0.001 Vel = 0.09
0.0
31.07 78.001 K Factor = 3.52
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MECHANICAL
NP Mechanical, Inc.
9225 Stellar Court
Corona, CA 92883
951-667-4220
Job Name : ACACIA - PLAN 1
Building : ALT-CALC AREA 1
Location : CARLSBAD,CA
System : 1
Contract
Data File : ALT-PLAN 1 CAl 20X20.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical, Inc. Page 1 14
ACACIA - PLAN 1 Date 9-14-16
HYDRAULIC DESIGN INFORMATION SHEET
Name - ACACIA - PLAN 1 Date - 9-14-16
Location - CARLSBAD, CA
Building - ALT-CALC AREA 1 System No. - 1
Contractor -.NP MECHANICAL Contract No. -
Calculated By - ER Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height
OCCUPANCY - LIGHT HAZARD
Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Number of Sprinklers Flowing: (X)l ( )2 ( )4
)Other
)Specific Ruling Made by Date
Listed Flow at Start Point - 20 Gpm System Type
Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry
MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction
Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
Additional Flow Added - Gpm Make RELIABLE Model RFC49
Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9
Note: Temperature Rating 165
Calculation Gpm Required 20.02 Psi Required 38.560 AT BR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 94
R Residual (Psi) - 75
Flow (Gpm) - 5,825
S Elevation -
P Location:
P
L Source of Information:
Y
Pump Data: Tank or Reservoir:
Rated Cap. Cap.
@ Psi Elev.
Elev.
Other Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
S
Y
S
T
E
M
D
E
S
I
G
N
Water Supply Curve C
NP Mechanical,'lnc.
ACACIA - PLAN 1
Page 2
Date 9-14-16
City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 14.292 C2 - Residual Pressure: 67.5 D2 - System Flow : 20.024 C2 - Residual Flow : 5825 D2 - System Pressure : 60.019
Hose ( Demand) : 5
D3 - System Demand : 25.024
Safety Margin : 24.581
150
140
130
p120 .
R 11
E10°
90 --C-I—
S 80
u 70
D2 -
o c
60
E
R --------
50D3 -
40
30
20
ni 10
750 1500 2250 3000 3750 4500 5250 6000 6750
FLOW (NA1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical, Inc. Page 3
ACACIA - PLAN 1 Date 9-14-16
Fitting Legend
Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R* CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with * The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
4
Pressure I Flow Summary - STANDARD
NP Mechanical, Inc. Page 4
ACACIA - PLAN 1 Date 9-14-16
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
19.0 4.9 16.7 na 20.02 0.05 400 16.7
19.0 20.73 na
19.0 20.73 na
9.0 26.99 na
9.0 26.99 na
20.0 17.95 na
20.0 18.89 na
20.0 19.67 na
20.0 20.3 na
20.0 20.3 na
20.0 20.3 na
20.0 20.88 na
20.0 20.89 na
20.0 20.9 na
20.0 22.85 na
10.0 28.22 na
10.0 28.6 na
20.0 19.05 na
10.0 26.56 na
10.0 26.56 na
10.0 26.56 na
10.0 26.56 na
10.0 26.56 na
10.0 30.28 na
2.0 38.56 na 5.0
-3.0 41.34 na
-3.0 41.53 na
-3.0 42.24 na
-3.0 42.25 na
-3.0 42.25 na
-3.0 42.25 na
-3.0 42.25 na
-3.0 42.25 na
3.0 39.65 na
3.0 47.65 na
-3.0 50.25 na
-3.0 50.25 na
-3.0 55.25 na
-3.0 42.25 na
-3.0 42.25 na
-3.0 42.25 na
-3.0 42.25 na
-3.0 42.25 na
3.0 39.65 na
3.0 47.65 na
-3.0 50.25 na
-3.0 50.25 na
-3.0 55.25 na
-3.0 55.25 na
-3.0 55.25 na
-3.0 55.25 na
-14.0 60.02 na
The maximum velocity is 10.71 and it occurs in the pipe between nodes Hi and Di
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 5
ACACIA - PLAN 1 Date 9-14-16
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
Hi 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
Di 20.02 0.2099 0.0 8.000 1.679 Vel = 10.71
0.0
20.02 17.946 K Factor = 4.73
H2 0.0 0.874 N 7.0 1.000 20.728
to 150.0 0.0 7.000 -0.433
D2 0.0 0.0 0.0 8.000 0.0 Vet = 0
0.0
0.0 20.295 K Factor = 0
H3 0.0 0.874 N 7.0 1.000 20.728
to 150.0 0.0 7.000 -0.433
D3 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 20.295 K Factor = 0
H4 0.0 0.874 N 7.0 1.000 26.994
to 150.0 0.0 7.000 -0.433
D4 0.0 0.0 0.0 8.000 0.0 Vet = 0
0.0
0.0 26.561 K Factor = 0
H5 0.0 0.874 N 7.0 1.000 26.994
to 150.0 0.0 7.000 -0.433
D5 0.0 0.0 0.0 8.000 0.0 Vet = 0
0.0
0.0 26.561 K Factor =0
Dl 20.02 0.874 0 3.0 1.500 17.946
to 150.0 0.0 3.000 0.0
1 20.02 0.2100 0.0 4.500 0.945 Vet = 10.71
1 -9.46 0.874 0 3.0 9.083 18.891
to 150.0 0.0 3.000 0.0
2 10.56 0.0643 0.0 12.083 0.777 Vet = 5.65
2 0.0 0.874 R 1.0 8.750 19.668
to 150.0 0.0 1.000 0.0
3 10.56 0.0643 0.0 9.750 0.627 Vet = 5.65
0.0
10.56 20.295 K Factor = 2.34
D2 0.0 0.874 0 3.0 2.083 20.295
to 150.0 0.0 3.000 0.0
3 0.0 0.0 0.0 5.083 0.0 Vet = 0
0.0
0.0 20.295 K Factor = 0
D3 0.0 0.874 N 7.0 8.500 20.295
to 150.0 A 1.0 8.000 0.0
3 0.0 0.0 0.0 16.500 0.0 Vet = 0
3 10.56 0.874 R 1.0 8.083 20.295
to 150.0 0.0 1.000 0.0
4 10.56 0.0644 0.0 9.083 0.585 Vet = 5.65
4 -0.81 0.874 0 3.0 10.000 20.880
to 150.0 0.0 3.000 8.662
12 9.75 0.0555 0.0 13.000 0.721 Vet = 5.21
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Filial Calculations - Hazen-Williams
NP Mechanical, Inc. Page 6
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
9.75 30.263 K Factor = 1.77
4 0.81 0.874 R 1.0 7.417 20.880
to 150.0 N 7.0 8.000 0.0
5 0.81 0.0005 0.0 15.417 0.008 Vel = 0.43
5 0.0 0.874 R 1.0 11.083 20.888
to 150.0 0 3.0 4.000 0.0
7 0.81 0.0005 0.0 15.083 0.008 Vel = 0.43
7 9.46 0.874 2N 14.0 18.000 20.896
to 150.0 0.0 14.000 0.0
A 10.27 0.0611 0.0 32.000 1.954 Vel= 5.49
A 0.0 0.874 N 7.0 10.000 22.850
to 150.0 0.0 7.000 4.331
B 10.27 0.0610 0.0 17.000 1.037 Vel= 5.49
B 0.0 0.874 0 3.0 3.333 28.218
to 150.0 0.0 3.000 0.0
C 10.27 0.0611 0.0 6.333 0.387 Vel = 5.49
C 9.75 0.874 N 7.0 1.000 28.605
to 150.0 0.0 7.000 0.0
TRA 20.02 0.2099 0.0 8.000 1.679 Vel = 10.71
0.0
20.02 30.284 K Factor = 3.64
7 -9.46 0.874 4R 4.0 24.167 20.896
to 150.0 N 7.0 11.000 0.0
8 -9.46 -0.0524 0.0 35.167 -1.843 Vel = 5.06
8 0.0 0.874 R 1.0 2.083 19.053
to 150.0 0.0 1.000 0.0
1 -9.46 -0.0525 0.0 3.083 -0.162 Vel = 5.06
0.0
-9.46 18.891 K Factor = -2.18
D4 0.0 0.874 0 3.0 8.000 26.561
to 150.0 0.0 3.000 0.0
9 0.0 0.0 0.0 11.000 0.0 Vel = 0
0.0
0.0 26.561 K Factor =0
D5 0.0 0.874 N 7.0 2.083 26.561
to 150.0 R 1.0 8.000 0.0
9 0.0 0.0 0.0 10.083 0.0 Vel = 0
9 0.0 0.874 N 7.0 4.500 26.561
to 150.0 0.0 7.000 0.0
10 0.0 0.0 0.0 11.500 0.0 Vel =0
10 0.0 0.874 0 3.0 12.667 26.561
to 150.0 0.0 3.000 0.0
11 0.0 0.0 0.0 15.667 0.0 Vel = 0
11 -9.75 0.874 R 1.0 7.333 26.561
to 150.0 0 3.0 4.000 4.331
12 -9.75 -0.0555 0.0 11.333 -0.629 Vel = 5.21
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 7
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
-9.75 30.263 K Factor = -1.77
11 9.75 0.874 0 3.0 24.833 26.561
to .150.0 2R .2.0 12.000 . 0.0
C 9.75 0.0555 N 7.0 36.833 2.044 Vet = 5.21
0.0
9.75 28.605 K Factor = 1.82
TRA 20.02 1.101 2R 2.0 8.000 30.284
to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3
BR 20.02 0.0682 Fsp 0.0 26.562 1.811 • Vet = 6.75
S 9.563
BR 5.00 1.101 0 5.0 1.000 38.560 Qa=5
to 150.0 0.0 5.000 2.166
X 25.02 0.1030 0.0 6.000 0.618 Vet = 8.43
X 0.0 1.59 E 5.687 5.000 41.344
to 150.0 0.0 5.687 0.0
EL 25.02 0.0172 0.0 10.687 0.184 Vet = 4.04
EL 0.0 1.59 T 11.375 30.000 41.528
to 150.0 0.0 11.375 0.0
102 25.02 0.0172 0.0 41.375 0.711 Vet= 4.04
102 0.0 6.09 T 46.249 260.000 42.239
to 150.0 0.0 46.249 0.0
103 25.02 0.0 0.0 306.249 0.008 Vet = 0.28
103 -11.88 6.09 T 46.249 160.000 42.247
to 150.0 0.0 46.249 0.0
104 13.14 0.0 0.0 206.249 0.002 Vet = 0.14
0.0
13.14 42.249 K Factor= 2.02
103 11.89 6.09 T 46.249 275.000 42.247
to 150.0 0.0 46.249 0.0
109 11.89 0.0 0.0 321.249 0.002 Vet= 0.13
0.0
11.89 42.249 K Factor = 1.83
104 7.79 6.09 T 46.249 100.000 42.249
to 150.0 0.0 46.249 0.0
105 7.79 0.0 0.0 146.249 0.0 Vet = 0.09
0.0
7.79 42.249 K Factor = 1.20
104 5.34 6.09 T 46.249 275.000 42.249
to 150.0 0.0 46.249 0.0
108 5.34 0.0 0.0 321.249 0.0 Vet= 0.06
0.0
5.34 42.249 K Factor = 0.82
105 7.79 6.09 T 46.249 175.000 42.249
to 150.0 0.0 46.249 0.0
106 7.79 0.0 0.0 221.249 0.001 Vet = 0.09
106 5.24 6.09 T 46.249 210.000 42.250
to 150.0 0.0 • 46.249 0.0
Fl 13.03 0.0 0.0 256.249 0.002 Vet = 0.14
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 8
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pt/Ft Eqv. Ln. Total Pf Pn
Fl 0.0 6.09 E 21.583 6.000 42.252
to 150.0 0.0 21.583 -2.599
F2 13.03 0.0 0.0 27.583 0.0 Vel = 0:14
F2 0.0 2.945 0.0 3.000 39.653
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
F3 13.03 0.0003 0.0 3.000 0.001 Vel = 0.61
F3 0.0 6.09 E 21.583 6.000 47.654
to 150.0 0.0 21.583 2.599
F4 13.03 0.0 0.0 27.583 0.0 Vel = 0.14
F4 0.0 6.09 E 21.583 3.000 50.253
to 150.0 0.0 21.583 0.0
Ml 13.03 0.0 0.0 24.583 0.0 Vel = 0.14
Ml 0.0 2.945 0.0 1.000 50.253
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M2 13.03 0.0 0.0 1.000 0.0 VeI= 0.61
M2 0.0 6.09 T 46.249 30.000 55.253
to 150.0 0.0 46.249 0.0
111 13.03 0.0 0.0 76.249 0.001 Vel= 0.14
0.0
13.03 55.254 K Factor = 1.75
106 -5.24 6.09 T 46.249 120.000 42.250
to 150.0 0.0 46.249 0.0
107 -5.24 0.0 0.0 166.249 -0.001 Vel = 0.06
107 0.0 6.09 T 46.249 220.000 42.249
to 150.0 0.0 46.249 0.0
108 -5.24 0.0 0.0 266.249 0.0 Vel = 0.06
108 5.34 6.09 T 46.249 165.000 42.249
to 150.0 0.0 46.249 0.0
109 0.1 0.0 0.0 211.249 0.0 Vel =0
109 11.89 6.09 1 46.249 160.000 42.249
to 150.0 0.0 46.249 0.0
101 11.99 0.0 0.0 206.249 0.001 Vel= 0.13
101 0.0 6.09 3E 64.749 130.000 42.250
to 150.0 0.0 64.749 0.0
Bi 11.99 0.0 0.0 194.749 0.002 Vel= 0.13
131 0.0 6.09 E 21.583 6.000 42.252
to 150.0 0.0 21.583 -2.599
B2 11.99 0.0 0.0 27.583 0.0 VeI= 0.13
B2 0.0 2.945 0.0 3.000 39.653
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
B3 11.99 0.0003 0.0 3.000 0.001 Vel = 0.56
B3 0.0 6.09 E 21.583 6.000 47.654
to 150.0 0.0 21.583 2.599
B4 11.99 0.0 0.0 27.583 0.0 Vel= 0.13
B4 0.0 6.09 E 21.583 3.000 50.253
to 150.0 0.0 21.583 0.0
M3 11.99 0.0 0.0 24.583 0.0 Vel= 0.13
M3 0.0 2.945 0.0 1.000 50.253
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M4 11.99 0.0 0.0 1.000 0.0 Vel = 0.56
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 9
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt Pt/Ft Eqv. Ln. Total Pt Pn
M4 0.0 6.09 E 21.583 30.000 55.253
to 150.0 0.0 21.583 0.0
113 11.99 0.0 0.0 5.1.583 0.0 Vel= 0.13
113 0.0 11.65 E 36.224 115.000 55.253
to 150.0 0.0 36.224 0.0
112 11.99 0.0 0.0 151.224 0.0 Vel = 0.04
112 0.0 11.65 T 80.498 1305.000 55.253
to 150.0 0.0 80.498 0.0
111 11.99 0.0 0.0 1385.498 0.001 Vel = 0.04
111 13.03 11.65 1 80.498 700.000 55.254
to 150.0 0.0 80.498 4.764
FT 25.02 0.0 0.0 780.498 0.001 Vet = 0.08
0.0
25.02 . 60.019 K Factor = 3.23
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MECHANICAL
NP Mechanical, Inc.
9225 Stellar Court
Corona, CA 92883
951-667-4220
Job Name : ACACIA - PLAN 1
Building : ALT-CALC AREA 2
Location : CARLSBAD,CA
System 1
Contract
Data File : ALT-PLAN1 CA2 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical, Inc. Page 1
ACACIA - PLAN 1 Date 9-14-16
HYDRAULIC DESIGN INFORMATION SHEET
Name - ACACIA - PLAN 1 Date - 9-14-16
Location - CARLSBAD, CA
Building - ALT-CALC AREA 2 System No. - 1
Contractor - NP MECHANICAL Contract No. -
Calculated By - EH Drawing No. -
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height
OCCUPANCY - LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model RFC49
I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9
G Note: Temperature Rating 165
N
Calculation Gpm Required 26.83 Psi Required 33.540 AT BR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi) - 94 Elev.
R Residual (Psi) - 75 Other Well
Flow (Gpm) - 5,825 Proof Flow Gpm
S Elevation -
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
City Water Supply:
Cl - Static Pressure : 84.6
C2 - Residual Pressure: 67.5
C2 - Residual Flow : 5825
Demand:
Dl - Elevation : 14.292
D2 - System Flow : 26.831
D2 - System Pressure : 55.855
Hose ( Demand) : 5
D3 - System Demand :31.831
Safety Margin : 28.744
Water Supply Curve C
NP Mechanical, Inc. Page 2
ACACIA - PLAN 1 Date 9-14-16
750 1500 2250 3000 3750 4500 5250 6750
FLOW ( N " 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
150
140
130
P 120
R 110
E 100
90
S 80
U 70
R 60
E 50D3
40
30
20
10
Fittings Used Summary
NP Mechanical, Inc. Page 3
ACACIA - PLAN 1 Date 9-14-16
Fitting Legend
Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 13 90' Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *• The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pessure / Flow Summary - STANDARD
NP Mechanical, Inc.
ACACIA - PLAN 1
Page 4
Date 9-14-16
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow Density
Actual
Area Press
Req.
Hi 19.0 10.18 na
H2 19.0 4.9 7.97 na 13.83 0.05 256 7.0
H3 19.0 4.9 7:04 na 13.0 0.05 256 7.039
H4 9.0 17.83 na
H5 9.0 17.83 na
Di 20.0 . 9.75 na
1 20.0 9.75 na
2 20.0 9.29 na
D2 20.0 8.38 na
D3 20.0 7.36 na
3 20.0 8.92 na
4 20.0 10.63 na
5 20.0 10.92 na
7 20.0 11.21 na
A 20.0 14.41 na
B 10.0 20.44 na
C 10.0 21.08 na
8 20.0 9.87 na
D4 10.0 17.39 na
D5 10.0 17.39 na
9 10.0 17.39 na
10 10.0 17.39 na
11 10.0 17.39 na
TRA 10.0 23.96 na
BR 2.0 33.54 na 5.0
X -3.0 36.67 na
EL -3.0 36.96 na
102 -3.0 38.07 na
103 -3.0 38.08 na
104 -3.0 38.08 na
105 -3.0 38.08 na
106 -3.0 38.08 na
Fl -3.0 38.09 na
F2 3.0 35.49 na
F3 3.0 43.49 na
F4 -3.0 46.09 na
Ml -3.0 46.09 na
M2 -3.0 51.09 na
107 -3.0 38.08 na
108 -3.0 38.08 na
109 -3.0 38.08 na
101 -3.0 38.08 na
Bl -3.0 38.09 na
B2 3.0 35.49 na
B3 3.0 43.49 na
84 -3.0 46.09 na
M3 -3.0 46.09 na
M4 -3.0 51.09 na
113 -3.0 51.09 na
112 -3.0 51.09 na
111 -3.0 51.09 na
FT -14.0 55.86 na
The maximum velocity is 14.35 and it occurs in the pipe between nodes C and TRA
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 5
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Hi 0.0 0.874 N 7.0 1.000 10.183
to 150.0 0.0 7.000 -0.433
Di 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 9.750 K Factor =0
H2 13.83 0.874 N 7.0 1.000 7.967 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D2 13.83 0.1059 0.0 8.000 0.847 Vel = 7.40
0.0
13.83 8.381 K Factor = 4.78
H3 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D3 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95
0.0
13.00 7.361 K Factor = 4.79
H4 0.0 0.874 N 7.0 1.000 17.826
to 150.0 0.0 7.000 -0.433
D4 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 17.393 K Factor = 0
H5 0.0 0.874 N 7.0 1.000 17.826
to 150.0 0.0 7.000 -0.433
D5 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 17.393 K Factor = 0
Dl 0.0 0.874 0 3.0 1.500 9.750
to 150.0 0.0 3.000 0.0
1 0.0 0.0 0.0 4.500 0.0 Vel = 0
1 -7.96 0.874 0 3.0 9.083 9.750
to 150.0 0.0 3.000 0.0
2 -7.96 -0.0381 0.0 12.083 -0.460 Vel = 4.26
2 0.0 0.874 R 1.0 8.750 9.290
to 150.0 0.0 1.000 0.0
3 -7.96 -0.0381 0.0 9.750 -0.371 Vel = 4.26
0.0
-7.96 8.919 K Factor = -2.67
D2 13.83 0.874 0 3.0 2.083 8.381
to 150.0 0.0 3.000 0.0
3 13.83 0.1058 0.0 5.083 0.538 Vel = 7.40
0.0
13.83 8.919 K Factor = 4.63
D3 13.00 0.874 N 7.0 8.500 7.361
to 150.0 R 1.0 8.000 0.0
3 13.0 0.0944 0.0 16.500 1.558 Vel = 6.95
3 5.87 0.874 R 1.0 8.083 8.919
to 150.0 0.0 1.000 0.0
4 18.87 0.1882 0.0 9.083 1.709 Vel = 10.09
4 -5.46 0.874 0 3.0 10.000 10.628
to 150.0 0.0 3.000 8.662
12 13.41 0.1000 0.0 13.000 1.300 VeI= 7.17
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
1 Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 6
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
13.41 20.590 K Factor = 2.96
4 5.46 0.874 A 1.0 7.417 10.628
to 150.0 N 7.0 8.000 0.0
5 5.46 0.0189 0.0 15.417 0.292 Vel = 2.92
5 0.0 0.874 R 1.0 11.083 10.920
to 150.0 0 3.0 4.000 0.0
7 5.46 0.0190 0.0 15.083 0.287 Vel = 2.92
7 7.96 0.874 2N 14.0 18.000 11.207
to 150.0 0.0 14.000 0.0
A 13.42 0.1001 0.0 32.000 3.203 Vel = 7.18
A 0.0 0.874 N 7.0 10.000 14.410
to 150.0 0.0 7.000 4.331
B 13.42 0.1001 0.0 17.000 1.702 Vel = 7.18
B 0.0 0.874 0 3.0 3.333 20.443
to 150.0 0.0 3.000 0.0
C 13.42 0.1001 0.0 6.333 0.634 Vel = 7.18
C 13.41 0.874 N 7.0 1.000 21.077
to 150.0 0.0 7.000 0.0
TRA 26.83 0.3608 0.0 8.000 2.886 Vel = 14.35
0.0
26.83 23.963 K Factor = 5.48
7 -7.96 0.874 4R 4.0 24.167 11.207
to 150.0 N 7.0 11.000 0.0
8 -7.96 -0.0381 0.0 35.167 -1.339 Vel = 4.26
8 0.0 0.874 R 1.0 2.083 9.868
to 150.0 0.0 1.000 0.0
1 -7.96 -0.0383 0.0 3.083 -0.118 Vel = 4.26
0.0
-7.96 9.750 K Factor = -2.55
D4 0.0 0.874 0 3.0 8.000 17.393
to 150.0 0.0 3.000 0.0
9 0.0 0.0 0.0 11.000 0.0 Vel = 0
0.0
0.0 17.393 K Factor =0
D5 0.0 0.874 N 7.0 2.083 17.393
to 150.0 R 1.0 8.000 0.0
9 0.0 0.0 0.0 10.083 0.0 Vel = 0
9 0.0 0.874 N 7.0 4.500 17.393
to 150.0 0.0 7.000 0.0
10 0.0 0.0 0.0 11.500 0.0 Vel = 0
10 0.0 0.874 0 3.0 12.667 17.393
to 150.0 0.0 3.000 0.0
11 0.0 0.0 0.0 15.667 0.0 Vel = 0
11 -13.41 0.874 R 1.0 7.333 17.393
to 150.0 0 3.0 4.000 4.331
12 -13.41 -0.1001 0.0 11.333 -1.134 Vel= 7.17
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 7
ACACIA- PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. I.G.or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
-13.41 20.590 K Factor = -2.96
11 13.41 0.874 0 3.0 24.833 17.393
to 150.0 2R 2.0 12.000. 0.0
C 13.41 0.1000 N 7.0 36.833 3.684 Vel = 7.17
0.0
13.41 21.077 K Factor = 2.92
TRA 26.83 1.101 2R 2.0 8.000 23.963
to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3
BR 26.83 0.1172 Fsp 0.0 26.562 3.112 Vel= 9.04
S 9.563
BR 5.00 1.101 0 5.0 1.000 33.540 Qa = 5
to 150.0 0.0 5.000 2.166
X 31.83 0.1607 0.0 6.000 0.964 Vel = 10.73
X 0.0 1.59 E 5.687 5.000 36.670
to 150.0 0.0 5.687 0.0
EL 31.83 0.0269 0.0 10.687 0.287 Vel= 5.14
EL 0.0 1.59 T 11.375 30.000 36.957
to 150.0 0.0 11.375 0.0
102 31.83 0.0269 0.0 41.375 1.111 Vel= 5.14
102 0.0 6.09 T 46.249 260.000 38.068
to 150.0 0.0 46.249 0.0
103 31.83 0.0 0.0 306.249 0.011 Vel= 0.35
103 -15.12 6.09 T 46.249 160.000 38.079
to 150.0 0.0 46.249 0.0
104 16.71 0.0 0.0 206.249 0.003 Vel = 0.18
0.0
16.71 38.082 K Factor = 2.71
103 15.12 6.09 1 46.249 275.000 38.079
to 150.0 0.0 46.249 0.0
109 15.12 0.0 0.0 321.249 0.003 Vel = 0.17
0.0
15.12 38.082 K Factor = 2.45
104 9.91 6.09 T 46.249 100.000 38.082
to 150.0 0.0 46.249 0.0
105 9.91 0.0 0.0 146.249 0.0 Vel = 0.11
0.0
9.91 38.082 K Factor = 1.61
104 - 6.80 6.09 1 46.249 275.000 38.082
to 150.0 0.0 46.249 0.0
108 6.8 0.0 0.0 321.249 0.0 Vel = 0.07
0.0
6.80 38.082 K Factor = 1.10
105 9.91 6.09 T 46.249 175.000 38.082
to 150.0 0.0 46.249 0.0
106 9.91 0.0 0.0 221.249 0.001 Vel= 0.11
106 6.67 6.09 T 46.249 210.000 38.083
to 150.0 0.0 46.249 0.0
Fl 16.58 0.0 0.0 256.249 0.003 Vel = 0.18
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Firial Calculations - Hazen-Williams
NP Mechanical, Inc. Page 8
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Fl 0.0 6.09 E 21.583 6.000 38.086
to 150.0 0.0 21.583 -2.599
F2 16.58 0.0 0.0 27.583 0.001 Vel = 0.18
F2 0.0 2.945 0.0 3.000 35.488
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
F3 16.58 0.0003 0.0 3.000 0.001 Vel = 0.78
F3 0.0 6.09 E 21.583 6.000 43.489
to 150.0 0.0 21.583 2.599
F4 16.58 0.0 0.0 27.583 0.0 Vel = 0.18
F4 0.0 6.09 E 21.583 3.000 46.088
to 150.0 0.0 21.583 0.0
Ml 16.58 0.0 0.0 24.583 0.0 Vel = 0.18
Ml 0.0 2.945 0.0 1.000 46.088
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M2 16.58 0.0010 0.0 1.000 0.001 Vel= 0.78
M2 0.0 6.09 T 46.249 30.000 51.089
to 150.0 0.0 46.249 0.0
111 16.58 0.0 0.0 76.249 0.001 Vel= 0.18
0.0
16.58 51.090 K Factor = 2.32
106 -6.67 6.09 1 46.249 120.000 38.083
to 150.0 0.0 46.249 0.0
107 -6.67 0.0 0.0 166.249 0.0 Vel = 0.07
107 0.0 6.09 T 46.249 220.000 38.083
to 150.0 0.0 46.249 0.0
108 -6.67 0.0 0.0 266.249 -0.001 Vel = 0.07
108 6.80 6.09 T 46.249 165.000 38.082
to 150.0 0.0 46.249 0.0
109 0.13 0.0 0.0 211.249 0.0 Vel =0
109 15.12 6.09 1 46.249 160.000 38.082
to 150.0 0.0 46.249 .0.0
101 15.25 0.0 0.0 206.249 0.003 Vel = 0.17
101 0.0 6.09 3E 64.749 130.000 38.085
to 150.0 0.0 64.749 0.0
B1 15.25 0.0 0.0 194.749 0.001 Vel = 0.17
Bi 0.0 6.09 E 21.583 6.000 38.086
to 150.0 0.0 21.583 -2.599
B2 15.25 0.0 0:0 27.583 0.001 Vel= 0.17
B2 0.0 2.945 0.0 3.000 35.488
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
B3 15.25 0.0003 0.0 3.000 0.001 Vel = 0.72
B3 0.0 6.09 E 21.583 6.000 43.489
to 150.0 0.0 21.583 2.599
B4 15.25 0.0 0.0 27.583 . 0.0 Vel = 0.17
B4 0.0 6.09 E 21.583 3.000 46.088
to 150.0 0.0 21.583 0.0
M3 15.25 0.0 0.0 24.583 0.0 Vel = 0.17
M3 0.0 2.945 0.0 1.000 46.088
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M4 15.25 0.0010 0.0 1.000 0.001 Vel = 0.72
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 9
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
M4 0.0 6.09 E 21.583 30.000 51.089
to 150.0 0.0 21.583 0.0
113 15.25 0.0 0.0 51.583 0.0 VeI= 0.17
113 0.0 11.65 E 36.224 115.000 51.089
to 150.0 0.0 36.224 0.0
112 15.25 0.0 0.0 151.224 0.0 Vel = 0.05
112 0.0 11.65 T 80.498 1305.000 51.089
to 150.0 00 80.498 0.0
111 15.25 0.0 0.0 1385.498 0.001 VeI= 0.05
111 16.58 11.65 1 80.498 700.000 51.090
to 150.0 0.0 80.498 4.764
FT 31.83 0.0 0.0 780.498 0.001 VeI= 0.10
0.0
31.83 55.855 K Factor = 4.26
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MECHANICAL
NP Mechanical, Inc.
9225 Stellar Court
Corona, CA 92883
951-667-4220
Job Name : ACACIA - PLAN 1
Building : ALT-CALC AREA-3
Location : CARLSBAD,CA
System : 1
Contract
Data File : ALT-PLAN1 CA3 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical, Inc. Page 1
ACACIA - PLAN 1 Date 9-14-16
HYDRAULIC DESIGN INFORMATION SHEET
Name - ACACIA - PLAN 1 Date - 9-14-16
Location - CARLSBAD,CA
Building - ALT-CALC AREA 3 System No. - 1
Contractor - NP MECHANICAL Contract No. -
Calculated By - ER Drawing No. -
Construction: (X) Combustible Non-Combustible Ceiling Height
OCCUPANCY - LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model RFC49
I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9
G Note: Temperature Rating 165
N
Calculation Gpm Required 26.07 Psi Required 35.056 AT BR
Summary C-Factor Used: Overhead 150 Underground 150
N Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 94
R Residual (Psi) - 75
Flow (Gpm) - 5,825
S Elevation -
P Location:
P
L Source of Information:
Y
Pump Data: Tank or Reservoir:
Rated Cap. Cap.
8 Psi Elev.
Elev.
Other Well
Proof Flow Gpm
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
NP Mechanical, Inc. Page 2
ACACIA - PLAN 1 Date 9-14-16
City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 9.961
C2 - Residual Pressure: 67.5 D2 - System Flow : 26.066 C2 - Residual Flow : 5825 D2 - System Pressure : 57.266
Hose ( Demand) : 5
D3 - System Demand : 31.066
Safety Margin : 27.332
150
140
130
120
R11°
E10°
590 "t
S 80
____ ______
-_
_________ __________ - CV
- U 70 -
-
_____ _______ __________ ___________
D2
_____________ ______________
R 60
E 50D3
40
30
20
10
—_I I - - I.I.... .... I.... ... I ... -. .1....
750 1500 2250 3000 3750 4500 5250 6000 6750
FLOW (NA 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical, Inc.
ACACIA - PLAN 1
Fitting Legend
Abbrev. Name
E NFPA 13 90' Standard Elbow
Fsp Flow Switch Potter VSR
N * CPVC 90'Ell Harvel-Spears
0 * CPVC Tee - Branch
R * CPVC Coupling Tee - Run
S NFPA 13 Swing Check
T NFPA 13 90' Flow thru Tee
Page 3
Date 9-14-16
1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fitting generates a Fixed Loss Based on Flow
7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
3 4 5 •6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
Inches
Feet
US Gallons per Minute
Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with * The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pssure I Flow Summary - STANDARD
NP Mechanical, Inc. Page 4
ACACIA - PLAN 1 Date 9-14-16
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
Hi 19.0 15.48 na
H2 19.0 15.26 na
H3 19.0 15.26 na
H4 9.0 4.9 7.04 na 13.0 0.05 256 7.039
H5 9.0 4.9 7.11 na 13.07 0.05 256 7.0
Dl 20.0 15.05 na
20.0 15.05 na
2 20.0 14.93 na
D2 20.0 14.83 na
D3 20.0 14.83 na
3 20.0 14.83 na
4 20.0 14.74 na
5 20.0 15.09 na
7 20.0 15.43 na
A 20.0 17.25 na
B 10.0 22.55 na
C 10.0 22.91 na
8 20.0 15.08 na
D4 10.0 7.36 na
D5 10.0 7.44 na
9 10.0 8.4 na
10 10.0 12.33 na
11 10.0 17.69 na
TRA 10.0 25.64 na
BR 2.0 35.06 na 5.0
X -3.0 38.14 na
EL -3.0 38.42 na
102 -3.0 39.48 na
103 -3.0 39.49 na
104 -3.0 39.49 na
105 -3.0 39.49 na
106 -3.0 39.5 na
Fl -3.0 39.5 na
F2 3.0 36.9 na
F3 3.0 44.9 na
F4 -3.0 47.5 na
Ml -3.0 47.5 na
M2 -3.0 52.5 na
107 -3.0 39.49 na
108 -3.0 39.49 na
109 -3.0 39.49 na
101 -3.0 39.5 na
Bl -3.0 39.5 na
B2 3.0 36.9 na
B3 3.0 44.9 na
B4 -3.0 47.5 na
M3 -3.0 47.5 na
M4 -3.0 52.5 na
113 -3.0 52.5 na
112 -3.0 52.5 na
111 -3.0 52.5 na
FT -14.0 57.27 na
The maximum velocity is 13.94 and it occurs in the pipe between nodes C and TRA
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 5
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
Hi 0.0 0.874 N 7.0 1.000 15.482
to 150.0 0.0 7.000 -0.433
Dl 0.0 0.0 0.0 8.000 0.0 Vet = 0
0.0
0.0 15.049 K Factor = 0
H2 0.0 0.874 N 7.0 1.000 15.264
to 150.0 0.0 7.000 -0.433
D2 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 14.831 K Factor = 0
H3 0.0 0.874 N 7.0 1.000 15.264
to 150.0 0.0 7.000 -0.433
D3 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 14.831 K Factor = 0
H4 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D4 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95
0.0
13.00 7.361 K Factor = 4.79
H5 13.07 0.874 N 7.0 1.000 7.110 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D5 13.07 0.0952 0.0 8.000 0.762 Vet = 6.99
0.0
13.07 7.439 K Factor = 4.79
Dl 0.0 0.874 0 3.0 1.500 15.049
to 150.0 0.0 3.000 0.0
0.0 0.0 0.0 4.500 0.0 Vet = 0
-3.86 0.874 0 3.0 9.083 15.049
to 150.0 0.0 3.000 0.0
2 -3.86 -0.0100 0.0 12.083 -0.121 Vel = 2.06
2 0.0 0.874 R 1.0 8.750 14.928
to 150.0 0.0 1.000 0.0
3 -3.86 -0.0099 0.0 9.750 -0.097 Vet = 2.06
0.0
-3.86 14.831 K Factor = -1.00
D2 0.0 0.874 0 3.0 2.083 14.831
to 150.0 0.0 3.000 0.0
3 0.0 0.0 0.0 5.083 0.0 Vet = 0
0.0
0.0 14.831 K Factor = 0
D3 0.0 0.874 N 7.0 8.500 14.831
to 150.0 R 1.0 8.000 0.0
3 0.0 0.0 0.0 16.500 0.0 Vet = 0
3 -3.86 0.874 R 1.0 8.083 14.831
to 150.0 0.0 1.000 0.0
4 -3.86 -0.0100 0.0 9.083 -0.091 Vel= 2.06
4 -6.02 0.874 0 3.0 10.000 14.740
to 150.0 0.0 3.000 8.662
12 -9.88 -0.0568 0.0 13.000 -0.738 Vet = 5.28
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fial Calculations - Hazen-Williams
NP Mechanical, Inc. Page 6
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. c', or Ftng's Pe Pv ******* Notes
Point at PfIFt Eqv. Ln. Total Pf Pn
0.0
-9.88 22.664 K Factor = -2.08
4 6.01 0.874 R 1.0 7.417 14.740
to 150.0 N 7.0 8.000 0.0
5 6.01 0.0227 0.0 15.417 0.350 Vel = 3.21
5 0.0 0.874 A 1.0 11.083 15.090
to 150.0 0 3.0 4.000 0.0
7 6.01 0.0227 0.0 15.083 0.342 Vel = 3.21
7 3.87 0.874 2N 14.0 18.000 15.432
to 150.0 0.0 14.000 0.0
A 9.88 0.0568 0.0 32.000 1.818 VeI= 5.28
A 0.0 0.874 N 7.0 10.000 17.250
to 150.0 0.0 7.000 4.331
B 9.88 0.0568 0.0 17.000 0.965 Vel = 5.28
B 0.0 0.874 0 3.0 3.333 22.546
to 150.0 0.0 3.000 0.0
C 9.88 0.0568 0.0 6.333 0.360 Vel = 5.28
C 16.19 0.874 N 7.0 1.000 22.906
to 150.0 0.0 7.000 0.0
TRA 26.07 0.3419 0.0 8.000 2.735 Vel = 13.94
0.0
26.07 25.641 K Factor= 5.15
7 -3.86 0.874 4R 4.0 24.167 15.432
to 150.0 N 7.0 11.000 0.0
8 -3.86 -0.0100 0.0 35.167 -0.352 Vel = 2.06
8 0.0 0.874 A 1.0 2.083 15.080
to 150.0 0.0 1.000 0.0
1 -3.86 -0.0101 0.0 3.083 -0.031 Vel = 2.06
0.0
-3.86 15.049 K Factor = -1.00
D4 13.00 0.874 0 3.0 8.000 7.361
to 150.0 0.0 3.000 0.0
9 13.0 0.0945 0.0 11.000 1.039 Vel = 6.95
0.0
13.00 8.400 K Factor = 4.49
D5 13.07 0.874 N 7.0 2.083 7.439
to 150.0 R 1.0 8.000 0.0
9 13.07 0.0953 0.0 10.083 0.961 Vel = 6.99
9 13.00 0.874 N 7.0 4.500 8.400
to 150.0 0.0 7.000 0.0
10 26.07 0.3419 0.0 11.500 3.932 Vel= 13.94
10 0.0 0.874 0 3.0 12.667 12.332
to 150.0 0.0 3.000 0.0
11 26.07 0.3419 0.0 15.667 5.357 Vel= 13.94
11 -16.19 0.874 R 1.0 7.333 17.689
to 150.0 0 3.0 4.000 4.331
12 9.88 0.0568 0.0 11.333 0.644 Vel = 5.28
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical, Inc. Page 7
ACACIA - PLAN i Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
9.88 22.664 K Factor = 2.08
11 16.19 0.874 0 3.0 24.833 17.689
to 150.0 2R 2.0 12.000 0.0
C 16.19 0.1416 N 7.0 36.833 5.217 Vel = 8.66
0.0
16.19 22.906 K Factor = 3.38
TRA 26.07 1.101 2R 2.0 8.000 25.641
to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3
BR 26.07 0.1111 Fsp 0.0 26.562 2.950 Vel = 8.79
S 9.563
BR 5.00 1.101 0 5.0 1.000 35.056 Qa=5
to 150.0 0.0 5.000 2.166
X 31.07 0.1537 0.0 6.000 0.922 VeI= 10.47
X 0.0 1.59 E 5.687 5.000 38.144
to 150.0 0.0 5.687 0.0
EL 31.07 0.0256 0.0 10.687 0.274 VeI= 5.02
EL 0.0 1.59 1 11.375 30.000 38.418
to 150.0 0.0 11.375 0.0
102 31.07 0.0257 0.0 41.375 1.062 Vel = 5.02
102 0.0 6.09 1 46.249 260.000 39.480
to 150.0 0.0 46.249 0.0
103 31.07 0.0 0.0 306.249 0.011 Vel = 0.34
103 -14.76 6.09 T 46.249 160.000 39.491
to 150.0 0.0 46.249 0.0
104 16.31 0.0 0.0 206.249 0.003 Ve = 0.18
0.0
16.31 39.494 K Factor = 2.60
103 14.76 6.09 T 46.249 275.000 39.491
to 150.0 0.0 46.249 0.0
109 14.76 0.0 0.0 321.249 0.003 VeI= 0.16
0.0
14.76 39.494 K Factor = 2.35
104 9.67 6.09 T 46.249 100.000 39.494
to 150.0 0.0 46.249 0.0
105 9.67 0.0 0.0 146.249 0.0 Vel = 0.11
0.0
9.67 39.494 K Factor = 1.54
104 6.63 6.09 1 46.249 275.000 39.494
to 150.0 0.0 46.249 0.0
108 6.63 0.0 0.0 321.249 0.0 Vel= 0.07
0.0
6.63 39.494 K Factor = 1.05
105 9.67 6.09 T 46.249 175.000 39.494
to 150.0 0.0 46.249 0.0
106 9.67 0.0 0.0 221.249 0.001 VeI= 0.11
106 6.51 6.09 1 46.249 210.000 39.495
to 150.0 0.0 46.249 0.0
Fl 16.18 0.0 0.0 256.249 0.003 Vel = 0.18
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fi'hal Calculations - Hazen-Williams
NP Mechanical, Inc. Page 8
ACACIA - PLAN 1 Date 9-14-16
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Fe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Fl 0.0 6.09 E 21.583 6.000 39.498
to 150.0 0.0 21.583 -2.599
F2 16.18 0.0 0.01 27.583 0.001 Vel = 0.18
F2 0.0 2.945 0.0 3.000 36.900
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
F3 16.18 0.0003 0.0 3.000 0.001 Vel = 0.76
F3 0.0 6.09 E 21.583 6.000 44.901
to 150.0 0.0 21.583 2.599
F4 16.18 0.0 0.0 27.583 0.0 Vel = 0.18
F4 0.0 6.09 E 21.583 3.000 47.500
to 150.0 0.0 21.583 0.0
Ml 16.18 0.0 0.0 24.583 0.0 Vel = 0.18
Ml 0.0 2.945 0.0 1.000 47.500
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M2 16.18 0.0 0.0 1.000 0.0 VeI= 0.76
M2 0.0 6.09 1 46.249 30.000 52.500
to 150.0 0.0 46.249 0.0
111 16.18 0.0 0.0 76.249 0.001 VeI= 0.18
0.0
16.18 52.501 K Factor = 2.23
106 -6.51 6.09 T 46.249 120.000 39.495
to 150.0 0.0 46.249 0.0
107 -6.51 0.0 0.0 166.249 0.0 Vel = 0.07
107 0.0 6.09 T 46.249 220.000 39.495
to 150.0 0.0 46.249 0.0
108 -6.51 0.0 0.0 266.249 -0.001 Vel = 0.07
108 6.64 6.09 1 46.249 165.000 39.494
to 150.0 0.0 46.249 0.0
109 0.13 0.0 0.0 211.249 0.0 Vel =0
109 14.75 6.09 1 46.249 160.000 39.494
to 150.0 0.0 46.249 0.0
101 14.88 0.0 0.0 206.249 0.002 Vel = 0.16
101 0.0 6.09 3E 64.749 130.000 39.496
to 150.0 0.0 64.749 0.0
Bl 14.88 0.0 0.0 194.749 0.002 Vel = 0.16
Bl 0.0 6.09 E 21.583 6.000 39.498
to 150.0 0.0 21.583 -2.599
B2 14.88 0.0 0.0 27.583 0.001 Vel = 0.16
B2 0.0 2.945 0.0 3.000 36.900
to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8
B3 14.88 0.0003 0.0 3.000 0.001 Vel = 0.70
B3 0.0 6.09 E 21.583 6.000 44.901
to 150.0 0.0 21.583 2.599
B4 14.88 0.0 0.0 27.583 0.0 Vel = 0.16
B4 0.0 6.09 E 21.583 3.000 47.500
to 150.0 0.0 21.583 0.0
M3 14.88 0.0 0.0 24.583 0.0 Vel = 0.16
M3 0.0 2.945 0.0 1.000 47.500
to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5
M4 14.88 0.0 0.0 1.000 0.0 Vel = 0.70
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams '¼
NP Mechanical, Inc. Page 9
ACACIA - PLAN 1 Date 9-14-16
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
M4 0.0 6.09 E 21.583 30.000 52.500
to 150.0 0.0 21.583 0.0
113 14.88 0.0 0.0 51.583 0.001 Vel = 0.16
113 0.0 11.65 E 36.224 115.000 52.501
to 150.0 0.0 36.224 0.0
112 14.88 0.0 0.0 151.224 0.0 Vel= 0.04
112 0.0 11.65 1 80.498 1305.000 52.501
to 150.0 0.0 80.498 0.0
111 14.88 0.0 0.0 1385.498 0.0 Vel= 0.04
111 16.19 11.65 T 80.498 700.000 52.501
to 150.0 0.0 80.498 4.764
FT 31.07 0.0 0.0 780.498 0.001 Vet = 0.09
0.0
31.07 57.266 K Factor = 4.11
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087