HomeMy WebLinkAbout3242 CANDELAS ST; ; FPR2017-0255; PermitI 1 I I 1:11 ']4I
(äty of
Carlsbad
Print Date: 05/19/2022
Job Address: 3242 CANDELAS ST, CARLSBAD, CA
Permit Type: FIRE-Construction Residential Work Class:
Parcel #: Track #:
Valuation: $0.00 Lot #:
Occupancy Group: Project #:
#of Dwelling Units: Plan #:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check #:
Plan Check #:
Permit No: FPR2017-0255
Status: Closed - Finaled
Single Family Fire Sprinkl
Applied: 06/22/2017
Issued: 08/22/2017
DEV2016-0060 Finaled Close Out: 03/25/2021
Final Inspection:
INSPECTOR: Fieri, Dominic
Workman, Carisa
Project Title: CYPRESS AT THE PRESERVE
Description: CYPRESS AT THE PRESERVE / MODEL / PLAN 2XA - SPRIKLER /LOT 26
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
No. 170 to2.5
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: Carlsbad Senior Housing SR#:
(Assigned upon plan submittal)
PROJECT ADDRESS: 5592 El Camino Real CITY: Carlsbad
PHONE:( 714) 557- FAX NUMBER: (714) 486-3994
Largest Building (ft.2): 84,243 Sprinkled? YES Construction Type V-A
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): Cougar Drive at Palmer Way
TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED
Flow Test Results
Static pressure: 107 PSI Hydrant Number (if applicable):H56
Elevation of test: 243 Feet Main Size: 12 INCH
Pressure Zone: 490 Feet Date/Time of Test:
Pitot Tube Reading: PSI Corresponding Flow: GPM
Total Flow: 3,800 GPM Residual Pressure 109 PSI
Atpeakdemand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm.
However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both
the velocity and pressure criteria is 3,800 gpm. There was no specific request for fire flow from the Client or Fire
Department.
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:jn*,f. Mael, P. E.
Signat
Title/O Manager
Eng. Lic. No. (if applicable): C69606
Date: 11/07/2018
III 1
Foxtail Loop
490/375 PRS
10"
L
Project Site N
Legend
0 w_Hydrant
Pipe
ZONE
) Fire Flow Test -375
Location H56 430
0. 490
I / 550
C
—
B0
I
/0
0
8" 12
0
EID
8" ________
rn
O
B"
0 PRIVATE RD
#170 Carlbad Senior Housing - Fire Flow Analysis
J
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667-4220
Job Name : CYPRESS AT THE PRESERVE
Building : PLAN 2X
Location CALC AREA 1
System : 1
Contract
Data File : PLAN2X CAl 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical Page
CYPRESS ATTHE PRESERVE Date 5/25/17
HYDRAULIC DESIGN INFORMATION SHEET
Name - CYPRESS AT THE PRESERVE Date - 5/25/17
Location - CALC AREA 1
Building - PLAN 2X System No. - 1
Contractor - NP MECHANICAL Contract No. -
Calculated By - MG Drawing No. - 1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9!_0T
OCCUPANCY - LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4
S ( )Other
T ( )Specific Ruling Made by Date
E
N 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 - 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 26.204 Psi Required 36.346 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) - 66 Other Well
Flow (Gpm) - 3750 Proof Flow Gpm
S Elevation - 114
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 Page 2
CYPRESS AT THE PRESERVE Date 5/25/17
City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 12.127 C2 - Residual Pressure: 59.4 D2 - System Flow :26.204 C2 - Residual Flow : 3750 D2 - System Pressure : 65.318
Hose ( Demand) : 5
D3 - System Demand : 31.204
Safety Margin : 19.281
150
140
130
p120
R 11
E10°
90 C1
92
S 80
U 70
R 60D3
-
C2
E5°
40
30
20
10
I
01
ILISS.I I I I
400 800 1200 1600 2000 2400 2800 3200 3600
FLOW (N 1 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical Page 3
CYPRESS AT THE PRESERVE Date 5/25/17
Fitting Legend
Abbrev. Name 1/2 3/4 1 11/4 1 1/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
F NFPA1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N * CPVC 90Ell 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 NFPA139O'FlowthruTee 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
CYPRESS AT THE PRESERVE
Page 4
Date 5/25/17
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow Density
Actual
Area Press
Req.
Hi 9.0 4.9 7.04 na 13.0 0.05 256 7.039
H2 9.0 4.9 7.26 na 13.2 0.05 256 7.0
H3 19.0 12.87 na
H4 19.0 14.7 na
H5 19.0 15.65 na
H6 29.0 12.07 na
H7 29.0 12.15 na
Dl 10.0 7.36 na
D2 10.0 7.22 na
10.0 8.17 na
2 10.0 11.25 na
3 20.0 11.41 na
D3 20.0 12.44 na
4 20.0 12.44 na
5 20.0 13.16 na
04 20.0 14.27 na
6 20.0 14.27 na
D5 20.0 15.22 na
7 20.0 15.59 na
8 20.0 15.72 na
15 30.0 11.59 na
D6 30.0 11.64 na
16 30.0 11.68 na
D7 30.0 11.71 na
17 30.0 11.71 na
18 30.0 11.77 na
19 30.0 11.73 na
20 30.0 11.86 na
9 20.0 15.9 na
10 20.0 16.34 na
11 20.0 16.57 na
12 20.0 17.53 na
13 20.0 15.27 na
14 20.0 11.61 na
21 10.0 23.77 na
22 10.0 25.09 na
TR 10.0 26.9 na
BR 2.0 36.35 na 5.0
X 2.0 37.43 na
EL -3.0 40.02 na
Ml -3.0 45.58 na
M2 -3.0 49.8 na
CM -3.0 58.38 na
100 -3.0 58.38 na
101 -3.0 58.39 na
102 -3.0 58.39 na
103 -3.0 58.39 na
104 -3.0 58.38 na
FT -19.0 65.32 na
The maximum velocity is 14.01 and it occurs in the pipe between nodes 1 and 2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 5
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C or Ftngs Fe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
Di 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95
0.0
13.00 7.361 K Factor = 4.79
H2 13.20 0.874 0 3.0 1.000 7.261 K Factor = 4.90
to 150.0 0.0 3.000 -0.433
D2 13.2 0.0970 0.0 4.000 0.388 Vel = 7.06
0.0
13.20 7.216 K Factor = 4.91
H3 0.0 0.874 N 7.0 1.000 12.872
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 12.439 K Factor =0
H4 0.0 0.874 N 7.0 1.000 14.700
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 14.267 K Factor = 0
H5 0.0 0.874 0 3.0 1.000 15.655
to 150.0 0.0 3.000 -0.433
D5 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 15.222 K Factor = 0
H6 0.0 0.874 0 3.0 1.000 12.068
to 150.0 0.0 3.000 -0.433
D6 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 11.635 K Factor =0
H7 0.0 0.874 N 7.0 1.000 12.145
to 150.0 0.0 7.000 -0.433
D7 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 11.712 K Factor =0
Di 13.00 0.874 0 3.0 5.583 7.361
to 150.0 0.0 3.000 0.0
13.0 0.0945 0.0 8.583 0.811 Vel = 6.95
0.0
13.00 8.172 K Factor = 4.55
D2 13.20 0.874 R 1.0 8.833 7.216
to 150.0 0.0 1.000 0.0
13.2 0.0972 0.0 9.833 0.956 Vel = 7.06
1 13.00 0.874 N 7.0 1.917 8.172
to 150.0 0.0 7.000 0.0
2 26.2 0.3452 0.0 8.917 3.078 Vel = 14.01
2 0.0 0.874 0 3.0 10.000 11.250
to 150.0 0.0 3.000 -4.331
3 26.2 0.3453 0.0 13.000 4.489 Vel = 14.01
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 6
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
3 -15.15 0.874 2R 2.0 12.750 11.408
to 150.0 0.0 2.000 0.0
4 11.05 0.0699 0.0 14.750 1.031 Vel= 5.91
0.0
11.05 12.439 K Factor= 3.13
D3 0.0 0.874 0 3.0 1.667 12.439
to 150.0 0.0 3.000 0.0
4 0.0 0.0 0.0 4.667 0.0 Vet = 0
4 11.05 0.874 N 7.0 3.333 12.439
to 150.0 0.0 7.000 0.0
5 11.05 0.0698 0.0 10.333 0.721 Vel= 5.91
5 0.0 0.874 2R 2.0 10.833 13.160
to 150.0 0 3.0 5.000 0.0
6 11.05 0.0699 0.0 15.833 1.107 Vet = 5.91
0.0
11.05 14.267 K Factor = 2.93
D4 0.0 0.874 N 7.0 9.083 14.267
to 150.0 R 1.0 8.000 0.0
6 0.0 0.0 0.0 17.083 0.0 Vet = 0
6 11.05 0.874 N 7.0 5.667 14.267
to 150.0 R 1.0 8.000 0.0
D5 11.05 0.0699 0.0 13.667 0.955 Vel= 5.91
D5 0.0 0.874 0 3.0 2.250 15.222
to 150.0 0.0 3.000 0.0
7 11.05 0.0697 0.0 5.250 0.366 Vet = 5.91
7 -6.89 0.874 N 7.0 4.667 15.588
to 150.0 0.0 7.000 0.0
8 4.16 0.0115 0.0 11.667 0.134 Vet= 2.22
8 0.0 0.874 N 7.0 10.000 15.722
to 150.0 0.0 7.000 -4.331
15 4.16 0.0115 0.0 17.000 0.195 Vet = 2.22
15 0.0 0.874 R 1.0 3.333 11.586
to 150.0 0.0 1.000 0.0
D6 4.16 0.0113 0.0 4.333 0.049 Vet = 2.22
D6 0.0 0.874 0 3.0 0.583 11.635
to 150.0 0.0 3.000 0.0
16 4.16 0.0114 0.0 3.583 0.041 Vet= 2.22
16 -2.01 0.874 0 3.0 7.583 11.676
to 150.0 0.0 3.000 0.0
17 2.15 0.0034 0.0 10.583 0.036 Vel= 1.15
0.0
2.15 11.712 K Factor = 0.63
D7 0.0 0.874 R 1.0 9.083 11.712
to 150.0 0.0 1.000 0.0
17 0.0 0.0 0.0 10.083 0.0 Vet = 0
17 2.15 0.874 R 1.0 13.500 11.712
to 150.0 0 3.0 4.000 0.0
18 2.15 0.0034 0.0 17.500 0.060 Vet = 1.15
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Page 7
Date 5/25/17
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
18 -4.15 0.874 N 7.0 7.583 11.772
to 150.0 0.0 7.000 0.0
19 -2.0 -0.0030 0.0 14.583 -0.044 Vel= 1.07
19 0.0 0.874 R 1.0 13.500 11.728
to 150.0 0 3.0 4.000 0.0
16 -2.0 -0.0030 0.0 17.500 -0.052 Vet = 1.07
0.0
-2.00 11.676 K Factor = -0.59
18 4.16 0.874 N 7.0 0.500 11.772
to 150.0 0.0 7.000 0.0
20 4.16 0.0113 0.0 7.500 0.085 Vel= 2.22
20 0.0 0.874 0 3.0 10.000 11.857
to 150.0 0.0 3.000 4.331
10 4.16 0.0115 0.0 13.000 0.149 Vet = 2.22
0.0
4.16 16.337 K Factor = 1.03
7 6.89 0.874 0 3.0 7.583 15.588
to 150.0 0.0 3.000 0.0
9 6.89 0.0292 0.0 10.583 0.309 Vet = 3.68
9 0.0 0.874 2R 2.0 13.083 15.897
to 150.0 0.0 2.000 0.0
10 6.89 0.0292 0.0 15.083 0.440 Vet = 3.68
10 4.16 0.874 R 1.0 2.333 16.337
to 150.0 0.0 1.000 0.0
11 11.05 0.0699 0.0 3.333 0.233 Vet = 5.91
11 15.15 1.101 N 7.0 1.583 16.570
to 150.0 0.0 7.000 0.0
12 26.2 0.1122 0.0 8.583 0.963 VeI= 8.83
12 0.0 1.101 N 7.0 10.000 17.533
to 150.0 0.0 7.000 4.331
21 26.2 0.1121 0.0 17.000 1.906 Vet= 8.83
0.0
26.20 23.770 K Factor = 5.37
11 -15.16 0.874 N 7.0 3.333 16.570
to 150.0 0.0 7.000 0.0
13 -15.16 -0.1254 0.0 10.333 -1.296 Vet = 8.11
13 0.0 0.874 2R 2.0 24.250 15.274
to 150.0 0 3.0 5.000 0.0
14 -15.16 -0.1254 0.0 29.250 -3.667 Vet = 8.11
14 0.0 0.874 R 1.0 0.583 11.607
to 150.0 0.0 1.000 0.0
3 -15.16 -0.1257 0.0 1.583 -0.199 Vet= 8.11
0.0
-15.16 11.408 KFactor= -4.49
21 26.20 1.101 N 7.0 4.750 23.770
to 150.0 0.0 7.000 0.0
22 26.2 0.1122 0.0 11.750 1.318 Vet = 8.83
22 0.0 1.101 R 1.0 8.167 25.088
to 150.0 N 7.0 8.000 0.0
TR 26.2 0.1122 0.0 16.167 1.814 Vel= 8.83
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 8
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
0.0
26.20 26.902 K Factor = 5.05
TR 26.20 1.101 2R 2.0 8.000 26.902
to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3
BR 26.2 0.1122 Fsp 0.0 26.562 2.979 Vel= 8.83
N 7.0
BR 5.00 1.101 0 5.0 2.000 36.346 Qa=5
to 150.0 0.0 5.000 0.0
X 31.2 0.1549 0.0 7.000 1.084 Vel = 10.51
X 0.0 1.244 0.0 5.000 37.430
to 150.0 0.0 0.0 2.166
EL 31.2 0.0854 0.0 5.000 0.427 Vel = 8.24
EL 0.0 1.244 0.0 65.000 40.023
to 150.0 0.0 0.0 0.0
Ml 31.2 0.0855 0.0 65.000 5.556 Vel = 8.24
Ml 0.0 1.025 0.0 1.000 45.579
to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4
M2 31.2 0.2200 0.0 1.000 0.220 Vel = 12.13
M2 0.0 0.995 T 5.841 28.000 49.799
to 150.0 0.0 5.841 0.0
CM 31.2 0.2537 0.0 33.841 8.584 Vel= 12.87
CM -14.09 7.98 3F 40.774 324.000 58.383
to 150.0 T 52.855 93.629 0.0
100 17.11 0.0 0.0 417.629 0.001 Vel= 0.11
100 0.87 7.98 1 52.855 295.000 58.384
to 150.0 0.0 52.855 0.0
101 17.98 0.0 0.0 347.855 0.002 Vel = 0.12
0.0
17.98 58.386 K Factor = 2.35
100 -0.87 7.98 21 105.71 381.000 58.384
to 150.0 0.0 105.710 -1.299
105 -0.87 0.0 0.0 486.710 0.0 Vel = 0.01
0.0
-0.87 57.085 K Factor = -0.12
101 17.98 11.65 F 17.441 175.000 58.386
to 150.0 T 80.498 97.939 0.0
102 17.98 0.0 0.0 272.939 0.0 Vel = 0.05
102 -31.20 11.65 F 17.441 532.000 58.386
to 150.0 T 80.498 97.939 0.0
103 -13.22 0.0 0.0 629.939 -0.001 Vel = 0.04
103 0.0 7.98 T 52.855 542.000 58.385
to 150.0 0.0 52.855 0.0
104 -13.22 0.0 0.0 594.855 -0.001 Vel = 0.08
104 14.09 11.65 T 80.498 207.000 58.384
to 150.0 0.0 80.498 -1.299
105 0.87 0.0 0.0 287.498 0.0 Vel = 0
0.0
0.87 57.085 K Factor = 0.12
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 9
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd.
Ref.
Qa Dia.
"C"
Fitting
or
Pipe
Ftng's
Pt Pt
Fe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
104 -14.09 7.98 T 52.855 542.000 58.384
to 150.0 0.0 52.855 0.0
CM -14.09 0.0 0.0 594.855 -0.001 Vel = 0.09
0.0
-14.09 58.383 K Factor = -1.84
102 31.20 11.65 3T 241.494 1439.000 58.386
to 150.0 0.0 241.494 6.930
FT 31.2 0.0 0.0 1680.494 0.002 Vel = 0.09
0.0
31.20 65.318 K Factor = 3.86
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667-4220
Job Name CYPRESS AT THE PRESERVE
Building : PLAN 2X
Location : CALC AREA 2
System : 1
Contract
Data File : PLAN2X CA2 20X20.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical Page 1
CYPRESS ATTHE PRESERVE Date 5/25/17
HYDRAULIC DESIGN INFORMATION SHEET
Name - CYPRESS AT THE PRESERVE Date - 5/25/17
Location - CALC AREA 2
Building - PLAN 2X System No. - 1
Contractor - NP MECHANICAL Contract No. -
Calculated By - MG Drawing No. - 1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0"
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 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 20.024 Psi Required 38.530 At BR
Summary C-Factor Used: Overhead 150 Underground 150
S
Y
S
T
E
M
D
E
S
I
G
N
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 94
R Residual (Psi) - 66
Flow (Gpm) - 3750
S Elevation - 114
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
CYPRESS AT THE PRESERVE
Page 2
Date 5/25/17
City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 59.4 D2 - System Flow : 20.024 C2 - Residual Flow : 3750 D2 - System Pressure : 62.180
Hose ( Demand) : 5
D3 - System Demand : 25.024
Safety Margin : 22.418
150
140
130
p120
R11°
E 100
90 ell
c80
u 70 -
C2
R 60
D3 E 50
40
30
20
Dl
I I I
10
I I I I
400 800 1200 1600 2000 2400 2800 3200 3600
FLOW (N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical Page 3
CYPRESS AT THE PRESERVE Date 5/25/17
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
F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N * CPVC 90'EII 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 139O'FlowthruTee 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 Page 4
CYPRESS ATTHE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rpn-
9.0 24.57 na
9.0 24.57 na
19.0 4.9 16.7 na 20.02 0.05 400 16.7
19.0 20.84 na
19.0 21.61 na
29.0 17.89 na
29.0 17.95 na
10.0 24.14 na
10.0 24.14 na
10.0 24.14 na
10.0 24.14 na
20.0 19.81 na
20.0 17.95 na
20.0 18.93 na
20.0 19.51 na
20.0 20.41 na
20.0 20.41 na
20.0 21.18 na
20.0 21.48 na
20.0 21.59 na
30.0 17.41 na
30.0 17.45 na
30.0 17.49 na
30.0 17.52 na
30.0 17.52 na
30.0 17.56 na
30.0 17.53 na
30.0 17.63 na
20.0 21.73 na
20.0 22.09 na
20.0 22.27 na
20.0 22.86 na
20.0 21.66 na
20.0 19.9 na
10.0 28.35 na
10.0 29.15 na
10.0 30.25 na
2.0 38.53 na 5.0
2.0 39.25 na
-3.0 41.7 na
-3.0 45.39 na
-3.0 49.54 na
-3.0 55.25 na
-3.0 55.25 na
-3.0 55.25 na
-3.0 55.25 na
-3.0 55.25 na
-3.0 55.25 na
-19.0 62.18 na
The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 5
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
Hi 0.0 0.874 N 7.0 1.000 24.573
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 24.140 K Factor = 0
H2 0.0 0.874 0 3.0 1.000 24.573
to 150.0 0.0 3.000 -0.433
D2 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 24.140 K Factor =0
H3 20.02 0.874 N 7.0 1.000 16.700 K Factor =4.90
to 150.0 0.0 7.000 -0.433
D3 20.02 0.2099 0.0 8.000 1.679 Vel = 10.71
0.0
20.02 17.946 K Factor = 4.73
H4 0.0 0.874 N 7.0 1.000 20.841
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 20.408 K Factor = 0
H5 0.0 0.874 0 3.0 1.000 21.614
to 150.0 0.0 3.000 -0.433
D5 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 21.181 K Factor =0
H6 0.0 0.874 0 3.0 1.000 17.887
to 150.0 0.0 3.000 -0.433
D6 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 17.454 K Factor = 0
H7 0.0 0.874 N 7.0 1.000 17.949
to 150.0 0.0 7.000 -0.433
D7 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 17.516 K Factor = 0
Di 0.0 0.874 0 3.0 5.583 24.140
to 150.0 0.0 3.000 0.0
1 0.0 0.0 0.0 8.583 0.0 Vel = 0
0.0
0.0 24.140 K Factor = 0
D2 0.0 0.874 R 1.0 8.833 24.140
to 150.0 0.0 1.000 0.0
1 0.0 0.0 0.0 9.833 0.0 Vel = 0
1 0.0 0.874 N 7.0 1.917 24.140
to 150.0 0.0 7.000 0.0
2 0.0 0.0 0.0 8.917 0.0 Vel = 0
2 0.0 0.874 0 3.0 10.000 24.140
to 150.0 0.0 3.000 -4.331
3 0.0 0.0 0.0 13.000 0.0 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 6
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
3 -10.16 0.874 2R 2.0 12.750 19.809
to 150.0 0.0 2.000 0.0
4 -10.16 -0.0599 0.0 14.750 -0.883 Vel= 5.43
0.0
-10.16 18.926 KFactor= -2.34
D3 20.02 0.874 0 3.0 1.667 17.946
to 150.0 0.0 3.000 0.0
4 20.02 0.2100 0.0 4.667 0.980 Vel = 10.71
4 -10.16 0.874 N 7.0 3.333 18.926
to 150.0 0.0 7.000 0.0
5 9.86 0.0566 0.0 10.333 0.585 Vet = 5.27
5 0.0 0.874 2R 2.0 10.833 19.511
to 150.0 0 3.0 5.000 0.0
6 9.86 0.0567 0.0 15.833 0.897 Vet = 5.27
0.0
9.86 20.408 K Factor = 2.18
D4 0.0 0.874 N 7.0 9.083 20.408
to 150.0 R 1.0 8.000 0.0
6 0.0 0.0 0.0 17.083 0.0 Vel = 0
6 9.86 0.874 N 7.0 5.667 20.408
to 150.0 R 1.0 8.000 0.0
D5 9.86 0.0566 0.0 13.667 0.773 Vet = 5.27
D5 0.0 0.874 0 3.0 2.250 21.181
to 150.0 0.0 3.000 0.0
7 9.86 0.0566 0.0 5.250 0.297 Vet = 5.27
7 -6.15 0.874 N 7.0 4.667 21.478
to 150.0 0.0 7.000 0.0
8 3.71 0.0093 0.0 11.667 0.109 Vel = 1.98
8 0.0 0.874 N 7.0 10.000 21.587
to 150.0 0.0 7.000 -4.331
15 3.71 0.0093 0.0 17.000 0.158 Vel = 1.98
15 0.0 0.874 R 1.0 3.333 17.414
to 150.0 0.0 1.000 0.0
D6 3.71 0.0092 0.0 4.333 0.040 Vet = 1.98
D6 0.0 0.874 0 3.0 0.583 17.454
to 150.0 0.0 3.000 0.0
16 3.71 0.0092 0.0 3.583 0.033 Vel = 1.98
16 -1.79 0.874 0 3.0 7.583 17.487
to 150.0 0.0 3.000 0.0
17 1.92 0.0027 0.0 10.583 0.029 Vel= 1.03
0.0
1.92 17.516 K Factor = 0.46
D7 0.0 0.874 R 1.0 9.083 17.516
to 150.0 0.0 1.000 0.0
17 0.0 0.0 0.0 10.083 0.0 Vel = 0
17 1.92 0.874 R 1.0 13.500 17.516
to 150.0 0 3.0 4.000 0.0
18 1.92 0.0027 0.0 17.500 0.048 Vel = 1.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 7
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd.
Ref.
Qa Dia.
'C'
Fitting
or
Pipe
Ftng's
Pt Pt
Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
18 -3.71 0.874 N 7.0 7.583 17.564
to 150.0 0.0 7.000 0.0
19 -1.79 -0.0024 0.0 14.583 -0.035 Vel = 0.96
19 0.0 0.874 R 1.0 13.500 17.529
to 150.0 0 3.0 4.000 0.0
16 -1.79 -0.0024 0.0 17.500 -0.042 Vel = 0.96
0.0
-1.79 17.487 K Factor = -0.43
18 3.71 0.874 N 7.0 0.500 17.564
to 150.0 0.0 7.000 0.0
20 3.71 0.0093 0.0 7.500 0.070 Vet = 1.98
20 0.0 0.874 0 3.0 10.000 17.634
to 150.0 0.0 3.000 4.331
10 3.71 0.0092 0.0 13.000 0.120 Vet = 1.98
0.0
3.71 22.085 K Factor = 0.79
7 6.15 0.874 0 3.0 7.583 21.478
to 150.0 0.0 3.000 0.0
9 6.15 0.0237 0.0 10.583 0.251 Vet = 3.29
9 0.0 0.874 2R 2.0 13.083 21.729
to 150.0 0.0 2.000 0.0
10 6.15 0.0236 0.0 15.083 0.356 Vel = 3.29
10 3.71 0.874 R 1.0 2.333 22.085
to 150.0 0.0 1.000 0.0
11 9.86 0.0567 0.0 3.333 0.189 Vel = 5.27
11 10.16 1.101 N 7.0 1.583 22.274
to 150.0 0.0 7.000 0.0
12 20.02 0.0682 0.0 8.583 0.585 Vel = 6.75
12 0.0 1.101 N 7.0 10.000 22.859
to 150.0 0.0 7.000 4.331
21 20.02 0.0682 0.0 17.000 1.160 Vel = 6.75
0.0
20.02 28.350 K Factor = 3.76
11 -10.16 0.874 N 7.0 3.333 22.274
to 150.0 0.0 7.000 0.0
13 -10.16 -0.0599 0.0 10.333 -0.619 Vet = 5.43
13 0.0 0.874 2R 2.0 24.250 21.655
to 150.0 0 3.0 5.000 0.0
14 -10.16 -0.0599 0.0 29.250 -1.751 Vel= 5.43
14 0.0 0.874 R 1.0 0.583 19.904
to 150.0 0.0 1.000 0.0
3 -10.16 -0.0600 0.0 1.583 -0.095 Vel= 5.43
0.0
-10.16 19.809 KFactor= -2.28
21 20.02 1.101 N 7.0 4.750 28.350
to 150.0 0.0 7.000 0.0
22 20.02 0.0682 0.0 11.750 0.801 Vet = 6.75
22 0.0 1.101 R 1.0 8.167 29.151
to 150.0 N 7.0 8.000 0.0
TR 20.02 0.0682 0.0 16.167 1.102 Vel= 6.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 8
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Of Pf/Ft Eqv. Ln. Total Pf Pn
0.0
20.02 30.253 K Factor = 3.64
TR 20.02 1.101 2R 2.0 8.000 30.253
to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3
BR 20.02 0.0682 Fsp 0.0 26.562 1.812 Vel = 6.75
N 7.0
BR 5.00 1.101 0 5.0 2.000 38.530 Qa=5
to 150.0 0.0 5.000 0.0
X 25.02 0.1030 0.0 7.000 0.721 Vel = 8.43
X 0.0 1.244 0.0 5.000 39.251
to 150.0 0.0 0.0 2.166
EL 25.02 0.0566 0.0 5.000 0.283 Vel = 6.60
EL 0.0 1.244 0.0 65.000 41.700
to 150.0 0.0 0.0 0.0
Ml 25.02 0.0568 0.0 65.000 3.694 Vel = 6.60
Ml 0.0 1.025 0.0 1.000 45.394
to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4
M2 25.02 0.1460 0.0 1.000 0.146 Vel = 9.73
M2 0.0 0.995 T 5.841 28.000 49.540
to 150.0 0.0 5.841 0.0
CM 25.02 0.1686 0.0 33.841 5.706 Vel = 10.32
CM -11.30 7.98 3F 40.774 324.000 55.246
to 150.0 1 52.855 93.629 0.0
100 13.72 0.0 0.0 417.629 0.001 Vel = 0.09
100 0.70 7.98 T 52.855 295.000 55.247
to 150.0 0.0 52.855 0.0
101 14.42 0.0 0.0 347.855 0.001 Vel = 0.09
0.0
14.42 55.248 K Factor = 1.94
100 -0.70 7.98 2T 105.71 381.000 55.247
to 150.0 0.0 105.710 -1.299
105 -0.7 0.0 0.0 486.710 0.0 Vel = 0
0.0
-0.70 53.948 K Factor = -0.10
101 14.42 11.65 F 17.441 175.000 55.248
to 150.0 T 80.498 97.939 0.0
102 14.42 0.0 0.0 272.939 0.0 Vel = 0.04
102 -25.02 11.65 F 17.441 532.000 55.248
to 150.0 1 80.498 97.939 0.0
103 -10.6 0.0 0.0 629.939 0.0 Vel = 0.03
103 0.0 7.98 T 52.855 542.000 55.248
to 150.0 0.0 52.855 0.0
104 -10.6 0.0 0.0 594.855 -0.001 Vel = 0.07
104 11.30 11.65 1 80.498 207.000 55.247
to 150.0 0.0 80.498 -1.299
105 0.7 0.0 0.0 287.498 0.0 Vel = 0
0.0
0.70 53.948 KFactor= 0.10
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 9
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Qa
Ref.
Dia.
"C"
Fitting
or
Pipe
Ftng's
Pt Pt
Pe Pv Notes
Point Ot Pf/Ft Eqv. Ln. Total Pf Pn
104 -11.30 7.98 T 52.855 542.000 55.247
to 150.0 0.0 52.855 0.0
CM -11.3 0.0 0.0 594.855 -0.001 Vel = 0.07
0.0
-11.30 55.246 K Factor = -1.52
102 25.02 11.65 31 241.494 1439.000 55.248
to 150.0 0.0 241.494 6.930
FT 25.02 0.0 0.0 1680.494 0.002 Vel = 0.08
0.0
25.02 62.180 K Factor = 3.17
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667-4220
Job Name : CYPRESS ATTHE PRESERVE
Building : PLAN 2X
Location : CALC AREA 3
System 1
Contract
Data File : PLAN2X CA3 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical Page
CYPRESS ATTHE PRESERVE Date 5/25/17
HYDRAULIC DESIGN INFORMATION SHEET
Name - CYPRESS AT THE PRESERVE
Location - CALC AREA 3
Building - PLAN 2X
Contractor - NP MECHANICAL
Calculated By - MG
Construction: (X) Combustible
OCCUPANCY - LIGHT HAZARD
Date - 5/25/17
System No. - 1
Contract No. -
Drawing No. - 1
Non-Combustible Ceiling Height 9'-0"
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (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 - 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 27.77 Psi Required 33.572 At BR
Summary C-Factor Used: Overhead 150 Underground 150
Pump Data: Tank or Reservoir:
Rated Cap. Cap.
6 Psi Elev.
Elev.
Other Well
Proof Flow Gpm
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 94
R Residual (Psi) - 66
Flow (Gpm) - 3750
S Elevation - 114
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
CYPRESS AT THE PRESERVE Page 2
Date 5/25/17
City Water Supply: Demand:
Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 594 D2 - System Flow : 27.77 02 - Residual Flow : 3750 D2 - System Pressure : 64.049
Hose ( Demand) : 5
D3 - System Demand : 32.77
Safety Margin : 20.549
150
140
130
p120
R°
E10°
90 CI
U 70
80
UZ
C2
R
E5°
40
30
20
Dl 10
400 800 1200 1600 2000 2400 2800 3200 3600
FLOW (N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical Page 3
CYPRESS AT THE PRESERVE Date 5/25/17
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
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N * CPVC 90'EII 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* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
T NFPA 139O' Flow thruTee 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
9.0 15.63 na
9.0 15.63 na
19.0 10.62 na
19.0 4.9 7.04 na
19.0 4.9 9.09 na
29.0 7.25 na
29.0 7.45 na
10.0 15.2 na
10.0 15.2 na
10.0 15.2 na
10.0 15.2 na
20.0 10.87 na
20.0 10.19 na
20.0 10.19 na
20.0 9.71 na
20.0 7.36 na
20.0 8.97 na
20.0 9.13 na
20.0 10.12 na
20.0 10.48 na
30.0 6.68 na
30.0 6.81 na
30.0 6.92 na
30.0 7.02 na
30.0 7.02 na
30.0 7.18 na
30.0 7.07 na
30.0 7.41 na
20.0 10.96 na
20.0 12.15 na
20.0 12.78 na
20.0 13.85 na
20.0 12.3 na
20.0 10.94 na
10.0 20.3 na
10.0 21.77 na
10.0 23.79 na
2.0 33.57 na
2.0 34.76 na
-3.0 37.39 na
-3.0 43.48 na
-3.0 47.72 na
-3.0 57.11 na
-3.0 57.12 na
-3.0 57.12 na
-3.0 57.12 na
-3.0 57.12 na
-3.0 57.12 na
-19.0 64.05 na
13.0 0.05 256 7.039
14.77 0.05 256 7.0
5.0
Pressure I Flow Summary - STANDARD
NP Mechanical Page 4
CYPRESS ATTHE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rn
The maximum velocity is 13.52 and it occurs in the pipe between nodes M2 and CM
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 5
CYPRESS ATTHE PRESERVE Date 5/25/17
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 15.634
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 15.201 K Factor = 0
H2 0.0 0.874 0 3.0 1.000 15.634
to 150.0 0.0 3.000 -0.433
D2 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 15.201 K Factor =0
H3 0.0 0.874 N 7.0 1.000 10.620
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 10.187 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 14.77 0.874 0 3.0 1.000 9.085 K Factor =4.90
to 150.0 0.0 3.000 -0.433
D5 14.77 0.1195 0.0 4.000 0.478 Vel= 7.90
0.0
14.77 9.130 K Factor = 4.89
H6 0.0 0.874 0 3.0 1.000 7.247
to 150.0 0.0 3.000 -0.433
D6 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 6.814 K Factor =0
H7 0.0 0.874 N 7.0 1.000 7.455
to 150.0 0.0 7.000 -0.433
D7 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 7.022 K Factor = 0
Dl 0.0 0.874 0 3.0 5.583 15.201
to 150.0 0.0 3.000 0.0
1 0.0 0.0 0.0 8.583 0.0 Vel = 0
0.0
0.0 15.201 K Factor =0
D2 0.0 0.874 R 1.0 8.833 15.201
to 150.0 0.0 1.000 0.0
1 0.0 0.0 0.0 9.833 0.0 Vel = 0
1 0.0 0.874 N 7.0 1.917 15.201
to 150.0 0.0 7.000 0.0
2 0.0 0.0 0.0 8.917 0.0 Vel = 0
2 0.0 0.874 0 3.0 10.000 15.201
to 150.0 0.0 3.000 -4.331
3 0.0 0.0 0.0 13.000 0.0 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 6
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C'.or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
3 -8.85 0.874 2R 2.0 12.750 10.870
to 150.0 0.0 2.000 0.0
4 -8.85 -0.0463 0.0 14.750 -0.683 Vel = 4.73
0.0
-8.85 10.187 K Factor = -2.77
D3 0.0 0.874 0 3.0 1.667 10.187
to 150.0 0.0 3.000 0.0
4 0.0 0.0 0.0 4.667 0.0 Vel = 0
4 -8.85 0.874 N 7.0 3.333 10.187
to 150.0 0.0 7.000 0.0
5 -8.85 -0.0464 0.0 10.333 -0.479 Vel = 4.73
5 0.0 0.874 2R 2.0 10.833 9.708
to 150.0 0 3.0 5.000 0.0
6 -8.85 -0.0464 0.0 15.833 -0.734 Vel = 4.73
0.0
-8.85 8.974 K Factor = -2.95
D4 13.00 0.874 N 7.0 9.083 7.361
to 150.0 R 1.0 8.000 0.0
6 13.0 0.0944 0.0 17.083 1.613 Vel = 6.95
6 -8.85 0.874 N 7.0 5.667 8.974
to 150.0 R 1.0 8.000 0.0
D5 4.15 0.0114 0.0 13.667 0.156 Vel = 2.22
D5 14.77 0.874 0 3.0 2.250 9.130
to 150.0 0.0 3.000 0.0
7 18.92 0.1890 0.0 5.250 0.992 Vel= 10.12
7 -11.80 0.874 N 7.0 4.667 10.122
to 150.0 0.0 7.000 0.0
8 7.12 0.0310 0.0 11.667 0.362 Vel = 3.81
8 0.0 0.874 N 7.0 10.000 10.484
to 150.0 0.0 7.000 -4.331
15 7.12 0.0310 0.0 17.000 0.527 Vel = 3.81
15 0.0 0.874 R 1.0 3.333 6.680
to 150.0 0.0 1.000 0.0
D6 7.12 0.0309 0.0 4.333 0.134 Vel = 3.81
D6 0.0 0.874 0 3.0 0.583 6.814
to 150.0 0.0 3.000 0.0
16 7.12 0.0310 0.0 3.583 0.111 Vel= 3.81
16 -3.43 0.874 0 3.0 7.583 6.925
to 150.0 0.0 3.000 0.0
17 3.69 0.0092 0.0 10.583 0.097 Vel= 1.97
0.0
3.69 7.022 K Factor = 1.39
D7 0.0 0.874 R 1.0 9.083 7.022
to 150.0 0.0 1.000 0.0
17 0.0 0.0 0.0 10.083 0.0 Vel = 0
17 3.69 0.874 R 1.0 13.500 7.022
to 150.0 0 3.0 4.000 0.0
18 3.69 0.0091 0.0 17.500 0.160 Vel = 1.97
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 7
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pt Pn
18 -7.12 0.874 N 7.0 7.583 7.182
to 150.0 0.0 7.000 0.0
19 -3.43 -0.0080 0.0 14.583 -0.117 Vet= 1.83
19 0.0 0.874 R 1.0 13.500 7.065
to 150.0 0 3.0 4.000 0.0
16 -3.43 -0.0080 0.0 17.500 -0.140 Vel = 1.83
0.0
-3.43 6.925 K Factor = -1.30
18 7.12 0.874 N 7.0 0.500 7.182
to 150.0 0.0 7.000 0.0
20 7.12 0.0311 0.0 7.500 0.233 Vel= 3.81
20 0.0 0.874 0 3.0 10.000 7.415
to 150.0 0.0 3.000 4.331
10 7.12 0.0309 0.0 13.000 0.402 Vel = 3.81
0.0
7.12 12.148 K Factor = 2.04
7 11.80 0.874 0 3.0 7.583 10.122
to 150.0 0.0 3.000 0.0
9 11.8 0.0790 0.0 10.583 0.836 Vel = 6.31
9 0.0 0.874 2R 2.0 13.083 10.958
to 150.0 0.0 2.000 0.0
10 11.8 0.0789 0.0 15.083 1.190 Vet = 6.31
10 7.12 0.874 R 1.0 2.333 12.148
to 150.0 0.0 1.000 0.0
11 18.92 0.1890 0.0 3.333 0.630 Vel= 10.12
11 8.85 1.101 N 7.0 1.583 12.778
to 150.0 0.0 7.000 0.0
12 27.77 0.1249 0.0 8.583 1.072 Vel= 9.36
12 0.0 1.101 N 7.0 10.000 13.850
to 150.0 0.0 7.000 4.331
21 27.77 0.1249 0.0 17.000 2.123 Vel = 9.36
0.0
27.77 20.304 K Factor = 6.16
11 -8.85 0.874 N 7.0 3.333 12.778
to 150.0 0.0 7.000 0.0
13 -8.85 -0.0463 0.0 10.333 -0.478 Vel = 4.73
13 0.0 0.874 2R 2.0 24.250 12.300
to 150.0 0 3.0 5.000 0.0
14 -8.85 -0.0464 0.0 29.250 -1.356 Vel = 4.73
14 0.0 0.874 R 1.0 0.583 10.944
to 150.0 0.0 1.000 0.0
3 -8.85 -0.0467 0.0 1.583 -0.074 Vet = 4.73
0.0
-8.85 10.870 K Factor = -2.68
21 27.77 1.101 N 7.0 4.750 20.304
to 150.0 0.0 7.000 0.0
22 27.77 0.1249 0.0 11.750 1.467 Vet= 9.36
22 0.0 1.101 R 1.0 8.167 21.771
to 150.0 N 7.0 8.000 0.0
TR 27.77 0.1249 0.0 16.167 2.019 Vel = 9.36
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 8
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
27.77 23.790 K Factor = 5.69
TR 27.77 1.101 2R 2.0 8.000 23.790
to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3
BR 27.77 0.1249 Fsp 0.0 26.562 3.317 Vel = 9.36
N 7.0
BR 5.00 1.101 0 5.0 2.000 33.572 Qa=5
to 150.0 0.0 5.000 0.0
X 32.77 0.1696 0.0 7.000 1.187 Vel = 11.04
X 0.0 1.244 0.0 5.000 34.759
to 150.0 0.0 0.0 2.166
EL 32.77 0.0936 0.0 5.000 0.468 Vel = 8.65
EL 0.0 1.244 0.0 65.000 37.393
to 150.0 0.0 0.0 0.0
Ml 32.77 0.0936 0.0 65.000 6.083 Vel = 8.65
Ml 0.0 1.025 0.0 1.000 43.476
to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4
M2 32.77 0.2400 0.0 1.000 0.240 Vel = 12.74
M2 0.0 0.995 1 5.841 28.000 47.716
to 150.0 0.0 5.841 0.0
CM 32.77 0.2777 0.0 33.841 9.398 Vel = 13.52
CM -14.80 7.98 3F 40.774 324.000 57.114
to 150.0 1 52.855 93.629 0.0
100 17.97 0.0 0.0 417.629 0.002 Vel = 0.12
100 0.92 7.98 T 52.855 295.000 57.116
to 150.0 0.0 52.855 0.0
101 18.89 0.0 0.0 347.855 0.001 Vel = 0.12
0.0
18.89 57.117 K Factor = 2.50
100 -0.92 7.98 21 105.71 381.000 57.116
to 150.0 0.0 105.710 -1.299
105 -0.92 0.0 0.0 486.710 -0.001 Vel = 0.01
0.0
-0.92 55.816 K Factor = -0.12
101 18.89 11.65 F 17.441 175.000 57.117
to 150.0 T 80.498 97.939 0.0
102 18.89 0.0 0.0 272.939 0.0 Vel = 0.06
102 -32.77 11.65 F 17.441 532.000 57.117
to 150.0 1 80.498 97.939 0.0
103 -13.88 0.0 0.0 629.939 0.0 Vel = 0.04
103 0.0 7.98 T 52.855 542.000 57.117
to 150.0 0.0 52.855 0.0
104 -13.88 0.0 0.0 594.855 -0.001 Vel = 0.09
104 14.80 11.65 1 80.498 207.000 57.116
to 150.0 0.0 80.498 -1.299
105 0.92 0.0 0.0 287.498 -0.001 Vel = 0
0.0
0.92 55.816 K Factor = 0.12
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 9
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd.
Ref.
Qa Dia.
C"
Fitting
or
Pipe
Ftngs
Pt Pt
Pe Pv ******* Notes
Point Ot Pf/Ft Eqv. Ln. Total Pf Pn
104 -14.80 7.98 T 52.855 542.000 57.116
to 150.0 0.0 52.855 0.0
CM -14.8 0.0 0.0 594.855 -0.002 Vel = 0.09
0.0
-14.80 57.114 K Factor= -1.96
102 32.77 11.65 31 241.494 1439.000 57.117
to 150.0 0.0 241.494 6.930
FT 32.77 0.0 0.0 1680.494 0.002 Vel = 0.10
0.0
32.77 64.049 K Factor = 4.09
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667-4220
Job Name : CYPRESS ATTHE PRESERVE
Building : PLAN 2X
Location : CALC AREA 4
System : 1
Contract
Data File : PLAN2X CA4 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical Page 1
CYPRESS AT THE PRESERVE Date 5/25/17
HYDRAULIC DESIGN INFORMATION SHEET
Name - CYPRESS AT THE PRESERVE Date - 5/25/17
Location - CALC AREA 4
Building - PLAN 2X System No. - 1
Contractor - NP MECHANICAL Contract No. -
Calculated By - MG Drawing No. - 1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9T_0TI
OCCUPANCY - LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (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 - 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 27.196 Psi Required 37.392 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) - 66
Flow (Gpm) - 3750
S Elevation - 114
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 Page 2
CYPRESS AT THE PRESERVE Date 5/25/17
City Water Supply: Demand:
Cl - Static Pressure : 84.6 Dl - Elevation : 20.789
C2 - Residual Pressure: 59.4 D2 - System Flow :27.196
C2 - Residual Flow : 3750 D2 - System Pressure : 67.311
Hose ( Demand) : 5
D3 - System Demand : 32.196
Safety Margin : 17.288
150
140
130
p120
R°
E10°
90 --C-i—
S 80
D2 U 70 - G C2
R 60D3
E5°
40
30
20
10
400 800 1200 1600 2000 2400 2800 3200 3600
FLOW (N 1 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical Page 3
CYPRESS ATTHE PRESERVE Date 5/25/17
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
F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N * CPVC 90ElI 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
Pressure I Flow Summary - STANDARD
NP Mechanical Page 4
CYPRESS AT THE PRESERVE Date 5/25/17
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow Density
Actual
Area Press
Req.
Hi 9.0 21.09 na
H2 9.0 21.09 na
H3 19.0 16.52 na
H4 19.0 16.11 na
H5 19.0 15.89 na
H6 29.0 4.9 8.39 na 14.2 0.05 256 7.0
H7 29.0 4.9 7.04 na 13.0 0.05 256 7.039
Dl 10.0 20.65 na
D2 10.0 20.65 na
1 10.0 20.65 na
2 10.0 20.65 na
3 20.0 16.32 na
D3 20.0 16.09 na
4 20.0 16.09 na
5 20.0 15.93 na
D4 20.0 15.67 na
6 20.0 15.67 na
D5 20.0 15.46 na
7 20.0 15.37 na
8 20.0 14.44 na
15 30.0 8.75 na
D6 30.0 8.4 na
16 30.0 8.42 na
D7 30.0 7.36 na
17 30.0 8.31 na
18 30.0 9.18 na
19 30.0 8.83 na
20 30.0 10.14 na
9 20.0 15.68 na
10 20.0 16.13 na
11 20.0 16.98 na
12 20.0 18.01 na
13 20.0 16.81 na
14 20.0 16.35 na
21 10.0 24.38 na
22 10.0 25.79 na
TR 10.0 27.74 na
BR 2.0 37.39 na 5.0
X 2.0 38.54 na
EL -3.0 41.16 na
Ml -3.0 47.05 na
M2 -3.0 51.28 na
CM -3.0 60.38 na
100 -3.0 60.38 na
101 -3.0 60.38 na
102 -3.0 60.38 na
103 -3.0 60.38 na
104 -3.0 60.38 na
FT -19.0 67.31 na
The maximum velocity is 13.29 and it occurs in the pipe between nodes M2 and CM
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 5
CYPRESS ATTHE PRESERVE Date 5/25/17
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 21.088
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 20.655 K Factor = 0
H2 0.0 0.874 0 3.0 1.000 21.088
to 150.0 0.0 3.000 -0.433
D2 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 20.655 K Factor = 0
H3 0.0 0.874 N 7.0 1.000 16.523
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 16.090 K Factor = 0
H4 0.0 0.874 N 7.0 1.000 16.107
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 15.674 K Factor =0
H5 0.0 0.874 0 3.0 1.000 15.890
to 150.0 0.0 3.000 -0.433
D5 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 15.457 K Factor =0
H6 14.20 0.874 0 3.0 1.000 8.393 K Factor = 4.90
to 150.0 0.0 3.000 -0.433
D6 14.2 0.1110 0.0 4.000 0.444 Vel= 7.59
0.0
14.20 8.404 K Factor = 4.90
H7 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D7 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95
0.0
13.00 7.361 K Factor = 4.79
Dl 0.0 0.874 0 3.0 5.583 20.655
to 150.0 0.0 3.000 0.0
0.0 0.0 0.0 8.583 0.0 Vel = 0
0.0
0.0 20.655 K Factor = 0
D2 0.0 0.874 R 1.0 8.833 20.655
to 150.0 0.0 1.000 0.0
1 0.0 0.0 0.0 9.833 0.0 Vet = 0
1 0.0 0.874 N 7.0 1.917 20.655
to 150.0 0.0 7.000 0.0
2 0.0 0.0 0.0 8.917 0.0 Vel = 0
2 0.0 0.874 0 3.0 10.000 20.655
to 150.0 0.0 3.000 -4.331
3 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
CYPRESS AT THE PRESERVE
Page 6
Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
3 -4.96 0.874 2R 2.0 12.750 16.324
to 150.0 0.0 2.000 0.0
4 -4.96 -0.0159 0.0 14.750 -0.234 Vel = 2.65
0.0
-4.96 16.090 K Factor = -1.24
D3 0.0 0.874 0 3.0 1.667 16.090
to 150.0 0.0 3.000 0.0
4 0.0 0.0 0.0 4.667 0.0 Vel = 0
4 -4.96 0.874 N 7.0 3.333 16.090
to 150.0 0.0 7.000 0.0
5 -4.96 -0.0160 0.0 10.333 -0.165 Vel = 2.65
5 0.0 0.874 2R 2.0 10.833 15.925
to 150.0 0 3.0 5.000 0.0
6 -4.96 -0.0159 0.0 15.833 -0.251 Vel = 2.65
0.0
-4.96 15.674 K Factor = -1.25
D4 0.0 0.874 N 7.0 9.083 15.674
to 150.0 R 1.0 8.000 0.0
6 0.0 0.0 0.0 17.083 0.0 Vel = 0
6 -4.96 0.874 N 7.0 5.667 15.674
to 150.0 R 1.0 8.000 0.0
D5 -4.96 -0.0159 0.0 13.667 -0.217 Vel = 2.65
D5 0.0 0.874 0 3.0 2.250 15.457
to 150.0 0.0 3.000 0.0
7 -4.96 -0.0160 0.0 5.250 -0.084 Vel = 2.65
7 -6.92 0.874 N 7.0 4.667 15.373
to 150.0 0.0 7.000 0.0
8 -11.88 -0.0799 0.0 11.667 -0.932 Vel = 6.35
8 0.0 0.874 N 7.0 10.000 14.441
to 150.0 0.0 7.000 -4.331
15 -11.88 -0.0800 0.0 17.000 -1.360 Vel= 6.35
15 0.0 0.874 R 1.0 3.333 8.750
to 150.0 0.0 1.000 0.0
D6 -11.88 -0.0799 0.0 4.333 -0.346 Vel = 6.35
D6 14.19 0.874 0 3.0 0.583 8.404
to 150.0 0.0 3.000 0.0
16 2.31 0.0039 0.0 3.583 0.014 Vel = 1.24
16 -6.15 0.874 0 3.0 7.583 8.418
to 150.0 0.0 3.000 0.0
17 -3.84 -0.0099 0.0 10.583 -0.105 Vel = 2.05
0.0
-3.84 8.313 K Factor = -1.33
D7 13.00 0.874 R 1.0 9.083 7.361
to 150.0 0.0 1.000 0.0
17 13.0 0.0944 0.0 10.083 0.952 Vel = 6.95
17 -3.84 0.874 R 1.0 13.500 8.313
to 150.0 0 3.0 4.000 0.0
18 9.16 0.0494 0.0 17.500 0.864 Vel = 4.90
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 7
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv ******* Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
18 -15.31 0.874 N 7.0 7.583 9.177
to 150.0 0.0 7.000 0.0
19 -6.15 -0.0237 0.0 14.583 -0.345 Vel = 3.29
19 0.0 0.874 R 1.0 13.500 8.832
to 150.0 0 3.0 4.000 0.0
16 -6.15 -0.0237 0.0 17.500 -0.414 Vel = 3.29
0.0
-6.15 8.418 KFactor= -2.12
18 15.31 0.874 N 7.0 0.500 9.177
to 150.0 0.0 7.000 0.0
20 15.31 0.1279 0.0 7.500 0.959 Vel = 8.19
20 0.0 0.874 0 3.0 10.000 10.136
to 150.0 0.0 3.000 4.331
10 15.31 0.1278 0.0 13.000 1.661 Vel = 8.19
0.0
15.31 16.128 K Factor = 3.81
7 6.92 0.874 0 3.0 7.583 15.373
to 150.0 0.0 3.000 0.0
9 6.92 0.0295 0.0 10.583 0.312 Vel = 3.70
9 0.0 0.874 2R 2.0 13.083 15.685
to 150.0 0.0 2.000 0.0
10 6.92 0.0294 0.0 15.083 0.443 Vel = 3.70
10 15.31 0.874 R 1.0 2.333 16.128
to 150.0 0.0 1.000 0.0
11 22.23 0.2550 0.0 3.333 0.850 Vel = 11.89
11 4.97 1.101 N 7.0 1.583 16.978
to 150.0 0.0 7.000 0.0
12 27.2 0.1201 0.0 8.583 1.031 Vel = 9.17
12 0.0 1.101 N 7.0 10.000 18.009
to 150.0 0.0 7.000 4.331
21 27.2 0.1201 0.0 17.000 2.042 Vel = 9.17
0.0
27.20 24.382 K Factor = 5.51
11 -4.96 0.874 N 7.0 3.333 16.978
to 150.0 0.0 7.000 0.0
13 -4.96 -0.0159 0.0 10.333 -0.164 Vel = 2.65
13 0.0 0.874 2R 2.0 24.250 16.814
to 150.0 0 3.0 5.000 0.0
14 -4.96 -0.0159 0.0 29.250 -0.465 Vel = 2.65
14 0.0 0.874 R 1.0 0.583 16.349
to 150.0 0.0 1.000 0.0
3 -4.96 -0.0158 0.0 1.583 -0.025 Vel= 2.65
0.0
-4.96 16.324 K Factor = -1.23
21 27.20 1.101 N 7.0 4.750 24.382
to 150.0 0.0 7.000 0.0
22 27.2 0.1202 0.0 11.750 1.412 Vel = 9.17
22 0.0 1.101 R 1.0 8.167 25.794
to 150.0 N 7.0 8.000 0.0
TR 27.2 0.1201 0.0 16.167 1.942 Vel = 9.17
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 8
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
27.20 27.736 K Factor = 5.16
TR 27.20 1.101 2R 2.0 8.000 27.736
to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3
BR 27.2 0.1201 Fsp 0.0 26.562 3.191 Vel= 9.17
N 7.0
BR 5.00 1.101 0 5.0 2.000 37.392 Qa=5
to 150.0 0.0 5.000 0.0
X 32.2 0.1641 0.0 7.000 1.149 Vel = 10.85
X 0.0 1.244 0.0 5.000 38.541
to 150.0 0.0 0.0 2.166
EL 32.2 0.0906 0.0 5.000 0.453 Vel = 8.50
EL 0.0 1.244 0.0 65.000 41.160
to 150.0 0.0 0.0 0.0
Ml 32.2 0.0906 0.0 65.000 5.887 Vel = 8.50
Ml 0.0 1.025 0.0 1.000 47.047
to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4
M2 32.2 0.2330 0.0 1.000 0.233 Vel= 12.52
M2 0.0 0.995 1 5.841 28.000 51.280
to 150.0 0.0 5.841 0.0
CM 32.2 0.2688 0.0 33.841 9.096 Vel = 13.29
CM -14.55 7.98 3F 40.774 324.000 60.376
to 150.0 T 52.855 93.629 0.0
100 17.65 0.0 0.0 417.629 0.001 Vel= 0.11
100 0.91 7.98 T 52.855 295.000 60.377
to 150.0 0.0 52.855 0.0
101 18.56 0.0 0.0 347.855 0.001 Vel = 0.12
0.0
18.56 60.378 K Factor = 2.39
100 -0.90 7.98 2T 105.71 381.000 60.377
to 150.0 0.0 105.710 -1.299
105 -0.9 0.0 0.0 486.710 0.0 Vel = 0.01
0.0
-0.90 59.078 K Factor = -0.12
101 18.56 11.65 F 17.441 175.000 60.378
to 150.0 T 80.498 97.939 0.0
102 18.56 0.0 0.0 272.939 0.001 Vel = 0.06
102 -32.20 11.65 F 17.441 532.000 60.379
to 150.0 T 80.498 97.939 0.0
103 -13.64 0.0 0.0 629.939 -0.001 Vel = 0.04
103 0.0 7.98 T 52.855 542.000 60.378
to 150.0 0.0 52.855 0.0
104 -13.64 0.0 0.0 594.855 -0.001 Vel = 0.09
104 14.54 11.65 T 80.498 207.000 60.377
to 150.0 0.0 80.498 -1.299
105 0.9 0.0 0.0 287.498 0.0 Vel = 0
0.0
0.90 59.078 K Factor= 0.12
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 9
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
104 -14.54 7.98 T 52.855 542.000 60.377
to 150.0 0.0 52.855 0.0
CM -14.54 0.0 0.0 594.855 -0.001 Vel = 0.09
0.0
-14.54 60.376 K Factor = -1.87
102 32.20 11.65 3T 241.494 1439.000 60.379
to 150.0 0.0 241.494 6.930
FT 32.2 0.0 0.0 1680.494 0.002 Vel = 0.10
0.0
32.20 67.311 K Factor = 3.92
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
MECHANICAL
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667-4220
Job Name : CYPRESS ATTHE PRESERVE
Building PLAN 2X
Location ALT. CALC AREA 1
System : 1
Contract
Data File : ALT. PLAN2X CAl 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical Page
CYPRESS AT THE PRESERVE Date 5/25/17
HYDRAULIC DESIGN INFORMATION SHEET
Name - CYPRESS AT THE PRESERVE
Location - ALT. CALC AREA 1
Building - PLAN 2X
Contractor - NP MECHANICAL
Calculated By - MG
Construction: (X) Combustible
OCCUPANCY - LIGHT HAZARD
Date - 5/25/17
System No. - 1
Contract No. -
Drawing No. - 1
Non-Combustible Ceiling Height 9!_0!T
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
B Domestic Flow Added - 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 26.204 Psi Required 42.471 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) - 66 Other Well
Flow (Gpm) - 3750 Proof Flow Gpm
S Elevation - 114
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 Page 2
CYPRESS AT THE PRESERVE Date 5/25/17
City Water Supply: Demand:
Cl - Static Pressure : 84.6 Dl - Elevation : 12.127
C2 - Residual Pressure: 59.4 D2 - System Flow : 26.204
C2 - Residual Flow : 3750 D2 - System Pressure : 71.443
Hose (Demand) : 5
D3 - System Demand : 31.204
Safety Margin : 13.153
150
140
130
p120
R 11
E 100
S 90 "Ct
s 80 - - __________
u 70
IDA
-
C2
R 60
E5°
40
30
20
10 - D1
400 800 1200 1600 2000 2400 2800 3200 3600
FLOW (N"1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical Page 3
CYPRESS AT THE PRESERVE Date 5/25/17
Fitting Legend
Abbrev. Name 1/2 3/4 1 1¼ 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N * CPVC 90'EII 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 C Factors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
1
11
Pressure I Flow Summary - STANDARD
NP Mechanical Page 4 CYPRESS ATTHE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req.
0.05 256 7.039
0.05 256 7.0
Hi 9.0 4.9 7.04 na 13.0
H2 9.0 4.9 7.26 na 13.2
H3 19.0 12.99 na
H4 19.0 15.04 na
H5 19.0 16.11 na
H6 29.0 12.41 na
H7 29.0 12.46 na
Dl 10.0 7.36 na
D2 10.0 7.22 na
10.0 8.17 na
2 10.0 11.25 na
3 20.0 11.41 na
D3 20.0 12.56 na
4 20.0 12.56 na
5 20.0 13.37 na
D4 20.0 14.61 na
6 20.0 14.61 na
D5 20.0 15.68 na
7 20.0 16.09 na
8 20.0 16.17 na
15 30.0 11.95 na
D6 30.0 11.98 na
16 30.0 12.0 na
D7 30.0 12.02 na
17 30.0 12.02 na
18 30.0 12.06 na
19 30.0 12.03 na
20 30.0 12.11 na
9 20.0 16.55 na
11 20.0 17.14 na
12 20.0 19.43 na
10 20.0 16.52 na
13 20.0 14.95 na
14 20.0 11.59 na
21 10.0 25.67 na
22 10.0 29.16 na
23 10.0 31.82 na
TRA 10.0 33.03 na
BR 2.0 42.47 na 5.0
X 2.0 43.56 na
EL -3.0 46.15 na
Mi -3.0 51.7 na
M2 -3.0 55.92 na
CM -3.0 64.51 na
100 -3.0 64.51 na
101 -3.0 64.51 na
102 -3.0 64.51 na
103 -3.0 64.51 na
104 -3.0 64.51 na
FT -19.0 71.44 na
The maximum velocity is 14.01 and it occurs in the pipe between nodes 1 and 2
Computer Programs by Hydratec Inc. Route iii Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 5
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C'.or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor =4.90
to 150.0 0.0 7.000 -0.433
Di 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95
0.0
13.00 7.361 K Factor = 4.79
H2 13.20 0.874 0 3.0 1.000 7.261 K Factor = 4.90
to 150.0 0.0 3.000 -0.433
D2 13.2 0.0970 0.0 4.000 0.388 Vel = 7.06
0.0
13.20 7.216 K Factor = 4.91
H3 0.0 0.874 N 7.0 1.000 12.995
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 12.562 K Factor =0
H4 0.0 0.874 N 7.0 1.000 15.041
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 14.608 K Factor = 0
H5 0.0 0.874 0 3.0 1.000 16.109
to 150.0 0.0 3.000 -0.433
D5 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 15.676 K Factor = 0
H6 0.0 0.874 N 7.0 1.000 12.411
to 150.0 0.0 7.000 -0.433
D6 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 11.978 K Factor =0
H7 0.0 0.874 N 7.0 1.000 12.455
to 150.0 0.0 7.000 -0.433
D7 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 12.022 K Factor = 0
Di 13.00 0.874 0 3.0 5.583 7.361
to 150.0 0.0 3.000 0.0
1 13.0 0.0945 0.0 8.583 0.811 Vel = 6.95
0.0
13.00 8.172 K Factor = 4.55
D2 13.20 0.874 R 1.0 8.833 7.216
to 150.0 0.0 1.000 0.0
13.2 0.0972 0.0 9.833 0.956 Vel = 7.06
1 13.00 0.874 N 7.0 1.917 8.172
to 150.0 0.0 7.000 0.0
2 26.2 0.3452 0.0 8.917 3.078 Vel = 14.01
2 0.0 0.874 0 3.0 10.000 11.250
to 150.0 0.0 3.000 -4.331
3 26.2 0.3453 0.0 13.000 4.489 Vel = 14.01
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 6
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. '0" or Ftng's Fe Pv Notes
Point at Pf/Ft Eqv. Ln. Total Pf Pn
3 -14.46 0.874 2R 2.0 12.750 11.408
to 150.0 0.0 2.000 0.0
4 11.74 0.0782 0.0 14.750 1.154 Vel = 6.28
0.0
11.74 12.562 K Factor = 3.31
D3 0.0 0.874 0 3.0 1.667 12.562
to 150.0 0.0 3.000 0.0
4 0.0 0.0 0.0 4.667 0.0 Vel = 0
4 11.74 0.874 N 7.0 3.333 12.562
to 150.0 0.0 7.000 0.0
5 11.74 0.0782 0.0 10.333 0.808 Vel = 6.28
5 0.0 0.874 2R 2.0 10.833 13.370
to 150.0 0 3.0 5.000 0.0
6 11.74 0.0782 0.0 15.833 1.238 Vel= 6.28
0.0
11.74 14.608 K Factor = 3.07
D4 0.0 0.874 N 7.0 9.083 14.608
to 150.0 R 1.0 8.000 0.0
6 0.0 0.0 0.0 17.083 0.0 Vel = 0
6 11.74 0.874 N 7.0 5.667 14.608
to 150.0 R 1.0 8.000 0.0
D5 11.74 0.0781 0.0 13.667 1.068 Vel = 6.28
D5 0.0 0.874 0 3.0 2.250 15.676
to 150.0 0.0 3.000 0.0
7 11.74 0.0783 0.0 5.250 0.411 Vel = 6.28
7 -8.62 0.874 N 7.0 4.667 16.087
to 150.0 0.0 7.000 0.0
8 3.12 0.0067 0.0 11.667 0.078 Vel = 1.67
8 0.0 0.874 N 7.0 10.000 16.165
to 150.0 0.0 7.000 -4.331
15 3.12 0.0068 0.0 17.000 0.115 Vel = 1.67
15 0.0 0.874 R 1.0 3.333 11.949
to 150.0 0.0 1.000 0.0
D6 3.12 0.0067 0.0 4.333 0.029 Vel= 1.67
D6 0.0 0.874 0 3.0 0.583 11.978
to 150.0 0.0 3.000 0.0
16 3.12 0.0067 0.0 3.583 0.024 Vel = 1.67
16 -1.53 0.874 0 3.0 7.583 12.002
to 150.0 0.0 3.000 0.0
17 1.59 0.0019 0.0 10.583 0.020 Vel = 0.85
0.0
1.59 12.022 K Factor = 0.46
D7 0.0 0.874 0 3.0 9.083 12.022
to 150.0 0.0 3.000 0.0
17 0.0 0.0 0.0 12.083 0.0 Vel = 0
17 1.59 0.874 R 1.0 13.500 12.022
to 150.0 0 3.0 4.000 0.0
18 1.59 0.0019 0.0 17.500 0.034 Vel = 0.85
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 7
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref..1c"or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
18 -3.12 0.874 N 7.0 7.583 12.056
to 150.0 0.0 7.000 0.0
19 -1.53 -0.0018 0.0 14.583 -0.026 Vel = 0.82
19 0.0 0.874 2R 2.0 13.500 12.030
to 150.0 0.0 2.000 0.0
16 -1.53 -0.0018 0.0 15.500 -0.028 Vel = 0.82
0.0
-1.53 12.002 K Factor = -0.44
18 3.12 0.874 N 7.0 0.500 12.056
to 150.0 0.0 7.000 0.0
20 3.12 0.0067 0.0 7.500 0.050 Vel = 1.67
20 0.0 0.874 0 3.0 10.000 12.106
to 150.0 0.0 3.000 4.331
10 3.12 0.0068 0.0 13.000 0.088 Vel= 1.67
0.0
3.12 16.525 K Factor = 0.77
7 8.62 0.874 0 3.0 7.583 16.087
to 150.0 0.0 3.000 0.0
9 8.62 0.0441 0.0 10.583 0.467 Vel = 4.61
9 0.0 0.874 0 3.0 10.333 16.554
to 150.0 0.0 3.000 0.0
11 8.62 0.0443 0.0 13.333 0.590 Vel = 4.61
11 17.58 1.101 2N 14.0 6.417 17.144
to 150.0 0.0 14.000 0.0
12 26.2 0.1122 0.0 20.417 2.290 VeI= 8.83
12 0.0 1.101 N 7.0 10.000 19.434
to 150.0 0.0 7.000 4.331
21 26.2 0.1121 0.0 17.000 1.906 Vel= 8.83
0.0
26.20 25.671 K Factor = 5.17
11 -17.58 0.874 R 1.0 2.750 17.144
to 150.0 0.0 1.000 0.0
10 -17.58 -0.1651 0.0 3.750 -0.619 Vel = 9.40
10 3.12 0.874 R 1.0 5.667 16.525
to 150.0 N 7.0 8.000 0.0
13 -14.46 -0.1150 0.0 13.667 -1.572 Vel= 7.73
13 0.0 0.874 2R 2.0 24.250 14.953
to 150.0 0 3.0 5.000 0.0
14 -14.46 -0.1150 0.0 29.250 -3.363 Vel= 7.73
14 0.0 0.874 R 1.0 0.583 11.590
to 150.0 0.0 1.000 0.0
3 -14.46 -0.1150 0.0 1.583 -0.182 Vel= 7.73
0.0
-14.46 11.408 K Factor = -4.28
21 26.20 1.101 R 1.0 11.083 25.671
to 150.0 2N 14.0 20.000 0.0
22 26.2 0.1122 0 5.0 31.083 3.487 Vel= 8.83
22 0.0 1.101 R 1.0 10.750 29.158
to 150.0 N 7.0 13.000 0.0
23 26.2 0.1121 0 5.0 23.750 2.663 Vel = 8.83
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
11
Final Calculations - Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Page 8
Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
23 0.0 1.101 N 7.0 3.750 31.821
to 150.0 0.0 7.000 0.0
TRA 26.2 0.1122 0.0 10.750 1.206 Vel= 8.83
0.0
26.20 33.027 K Factor = 4.56
TRA 26.20 1.101 2R 2.0 8.000 33.027
to 150.0 5 9.563 18.562 6.465 * * Fixed Loss = 3
BR 26.2 0.1122 Fsp 0.0 26.562 2.979 Vel= 8.83
N 7.0
BR 5.00 1.101 0 5.0 2.000 42.471 Qa=5
to 150.0 0.0 5.000 0.0
X 31.2 0.1549 0.0 7.000 1.084 Vel= 10.51
X 0.0 1.244 0.0 5.000 43.555
to 150.0 0.0 0.0 2.166
EL 31.2 0.0854 0.0 5.000 0.427 Vel = 8.24
EL 0.0 1.244 0.0 65.000 46.148
to 150.0 0.0 0.0 0.0
Ml 31.2 0.0855 0.0 65.000 5.557 Vel = 8.24
Ml 0.0 1.025 0.0 1.000 51.705
to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4
M2 31.2 0.2190 0.0 1.000 0.219 Vel = 12.13
M2 0.0 0.995 T 5.841 28.000 55.924
to 150.0 0.0 5.841 0.0
CM 31.2 0.2537 0.0 33.841 8.584 Vel = 12.87
CM -14.09 7.98 3F 40.774 324.000 64.508
to 150.0 T 52.855 93.629 0.0
100 17.11 0.0 0.0 417.629 0.002 Vel = 0.11
100 0.87 7.98 T 52.855 295.000 64.510
to 150.0 0.0 52.855 0.0
101 17.98 0.0 0.0 347.855 0.001 Vel = 0.12
0.0
17.98 64.511 K Factor = 2.24
100 -0.87 7.98 21 105.71 381.000 64.510
to 150.0 0.0 105.710 -1.299
105 -0.87 0.0 0.0 486.710 -0.001 Vel = 0.01
0.0
-0.87 63.210 K Factor = -0.11
101 17.98 11.65 F 17.441 175.000 64.511
to 150.0 1 80.498 97.939 0.0
102 17.98 0.0 0.0 272.939 0.0 Vel = 0.05
102 -31.20 11.65 F 17.441 532.000 64.511
to 150.0 T 80.498 97.939 0.0
103 -13.22 0.0 0.0 629.939 0.0 Vel = 0.04
103 0.0 7.98 T 52.855 542.000 64.511
to 150.0 0.0 52.855 0.0
104 -13.22 0.0 0.0 594.855 -0.001 Vel = 0.08
104 14.09 11.65 T 80.498 207.000 64.510
to 150.0 0.0 80.498 -1.299
105 0.87 0.0 0.0 287.498 -0.001 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 9
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa
Ref.
Dia.
"C'
Fitting
or
Pipe
Ftngs
Pt Pt
Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
0.87 63.210 K Factor = 0.11
104 -14.09 7.98 T 52.855 542.000 64.510
to 150.0 0.0 52.855 0.0
CM -14.09 0.0 0.0 594.855 -0.002 Vel = 0.09
0.0
-14.09 64.508 K Factor= -1.75
102 31.20 11.65 3T 241.494 1439.000 64.511
to 150.0 0.0 241.494 6.930
FT 31.2 0.0 0.0 1680.494 0.002 Vel = 0.09
0.0
31.20 71.443 K Factor = 3.69
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667-4220
Job Name : CYPRESS AT THE PRESERVE
Building PLAN 2X
Location : ALT. CALC AREA 2
System : 1
Contract
Data File : ALT. PLAN2X CA2 20X20.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical Page 1
CYPRESS AT THE PRESERVE Date 5/25/17
HYDRAULIC DESIGN INFORMATION SHEET
Name - CYPRESS AT THE PRESERVE Date - 5/25/17
Location - ALT. CALC AREA 2
Building - PLAN 2X System No. - 1
Contractor - NP MECHANICAL Contract No. -
Calculated By - MG Drawing No. - 1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0"
OCCUPANCY - LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)l ( )2 ( )4
S )Other
T )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 20 Gpm System Type
Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 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 20.024 Psi Required 42.128 At BR
Summary C-Factor Used: Overhead 150 Underground 150
Pump Data: Tank or Reservoir:
Rated Cap. Cap.
8 Psi Elev.
Elev.
Other Well
Proof Flow Gpm
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 94
R Residual (Psi) - 66
Flow (Gpm) - 3750
S Elevation - 114
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 Page 2
CYPRESS AT THE PRESERVE Date 5/25/17
City Water Suppiy: Demand:
Cl - Static Pressure : 84.6 Dl - Elevation : 16.458
C2 - Residual Pressure: 59.4 D2 - System Flow : 20.024
C2 - Residual Flow : 3750 D2 - System Pressure : 65.778
Hose ( Demand) : 5
D3 - System Demand : 25.024
Safety Margin : 18.821
150
140
130
p120
R°
E10°
90 C1
S 80
U 70 -
C2
R 60D3
E5°
40
30
20
Dl
10
400 800 1200 1600 2000 2400 2800 3200 3600
FLOW (N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical Page 3
CYPRESS AT THE PRESERVE Date 5/25/17
Fitting Legend
Abbrev. Name ½ 3/4 1 1 1/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
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* 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 139O Flow thruTee 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 C Factors 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 Page 4
CYPRESS ATTHE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req.
Hi 9.0 24.49 na
H2 9.0 24.49 na
H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7
H4 19.0 20.98 na
H5 19.0 21.83 na
H6 29.0 18.05 na
H7 29.0 18.09 na
Dl 10.0 24.06 na
D2 10.0 24.06 na
10.0 24.06 na
2 10.0 24.06 na
3 20.0 19.73 na
D3 20.0 17.95 na
4 20.0 18.93 na
5 20.0 19.57 na
D4 20.0 20.55 na
6 20.0 20.55 na
D5 20.0 21.4 na
7 20.0 21.72 na
8 20.0 21.8 na
15 30.0 17.58 na
D6 30.0 17.61 na
16 30.0 17.64 na
D7 30.0 17.66 na
17 30.0 17.66 na
18 30.0 17.69 na
19 30.0 17.66 na
20 30.0 17.74 na
9 20.0 22.07 na
ii 20.0 22.5 na
12 20.0 23.89 na
10 20.0 22.16 na
13 20.0 21.41 na
14 20.0 19.82 na
21 10.0 29.38 na
22 10.0 31.5 na
23 10.0 33.12 na
TRA 10.0 33.85 na
BR 2.0 42.13 na 5.0
X 2.0 42.85 na
EL -3.0 45.3 na
Ml -3.0 48.99 na
M2 -3.0 53.14 na
CM -3.0 58.84 na
100 -3.0 58.85 na
101 -3.0 58.85 na
102 -3.0 58.85 na
103 -3.0 58.85 na
104 -3.0 58.85 na
FT -19.0 65.78 na
The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 5
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Hi 0.0 0.874 N 7.0 1.000 24.494
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 24.061 K Factor = 0
H2 0.0 0.874 0 3.0 1.000 24.494
to 150.0 0.0 3.000 -0.433
D2 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 24.061 K Factor =0
H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D3 20.02 0.2099 0.0 8.000 1.679 Vel = 10.71
0.0
20.02 17.946 K Factor = 4.73
H4 0.0 0.874 N 7.0 1.000 20.984
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 20.551 K Factor = 0
H5 0.0 0.874 0 3.0 1.000 21.832
to 150.0 0.0 3.000 -0.433
D5 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 21.399 K Factor = 0
H6 0.0 0.874 N 7.0 1.000 18.045
to 150.0 0.0 7.000 -0.433
D6 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 17.612 K Factor =0
H7 0.0 0.874 N 7.0 1.000 18.089
to 150.0 0.0 7.000 -0.433
D7 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 17.656 K Factor = 0
Dl 0.0 0.874 0 3.0 5.583 24.061
to 150.0 0.0 3.000 0.0
1 0.0 0.0 0.0 8.583 0.0 Vel = 0
0.0
0.0 24.061 K Factor = 0
D2 0.0 0.874 R 1.0 8.833 24.061
to 150.0 0.0 1.000 0.0
1 0.0 0.0 0.0 9.833 0.0 Vel = 0
1 0.0 0.874 N 7.0 1.917 24.061
to 150.0 0.0 7.000 0.0
2 0.0 0.0 0.0 8.917 0.0 Vel = 0
2 0.0 0.874 0 3.0 10.000 24.061
to 150.0 0.0 3.000 -4.331
3 0.0 0.0 0.0 13.000 0.0 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical
CYPRESS AT THE PRESERVE
Page
Date
6
5/25/17
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. 11C., or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
3 -9.66 0.874 213 2.0 12.750 19.730
to 150.0 0.0 2.000 0.0
4 -9.66 -0.0545 0.0 14.750 -0.804 Vel = 5.17
0.0
-9.66 18.926 K Factor = -2.22
D3 20.02 0.874 0 3.0 1.667 17.946
to 150.0 0.0 3.000 0.0
4 20.02 0.2100 0.0 4.667 0.980 Vel = 10.71
4 -9.66 0.874 N 7.0 3.333 18.926
to 150.0 0.0 7.000 0.0
5 10.36 0.0621 0.0 10.333 0.642 Vel = 5.54
5 0.0 0.874 2R 2.0 10.833 19.568
to 150.0 0 3.0 5.000 0.0
6 10.36 0.0621 0.0 15.833 0.983 Vel = 5.54
0.0
10.36 20.551 K Factor = 2.29
D4 0.0 0.874 N 7.0 9.083 20.551
to 150.0 R 1.0 8.000 0.0
6 0.0 0.0 0.0 17.083 0.0 Vel = 0
6 10.36 0.874 N 7.0 5.667 20.551
to 150.0 R 1.0 8.000 0.0
D5 10.36 0.0620 0.0 13.667 0.848 Vel = 5.54
D5 0.0 0.874 0 3.0 2.250 21-399
to 150.0 0.0 3.000 0.0
7 10.36 0.0621 0.0 5.250 0.326 Vel = 5.54
7 -7.27 0.874 N 7.0 4.667 21.725
to 150.0 0.0 7.000 0.0
8 3.09 0.0066 0.0 11.667 0.077 Vel = 1.65
8 0.0 0.874 N 7.0 10.000 21.802
to 150.0 0.0 7.000 -4.331
15 3.09 0.0066 0.0 17.000 0.112 Vel = 1.65
15 0.0 0.874 R 1.0 3.333 17.583
to 150.0 0.0 1.000 0.0
D6 3.09 0.0067 0.0 4.333 0.029 Vel = 1.65
D6 0.0 0.874 0 3.0 0.583 17.612
to 150.0 0.0 3.000 0.0
16 3.09 0.0067 0.0 3.583 0.024 Vel = 1.65
16 -1.52 0.874 0 3.0 7.583 17.636
to 150.0 0.0 3.000 0.0
17 1.57 0.0019 0.0 10.583 0.020 Vel = 0.84
0.0
1.57 17.656 K Factor = 0.37
D7 0.0 0.874 0 3.0 9.083 17.656
to 150.0 0.0 3.000 0.0
17 0.0 0.0 0.0 12.083 0.0 Vel = 0
17 1.57 0.874 R 1.0 13.500 17.656
to 150.0 0 3.0 4.000 0.0
18 1.57 0.0019 0.0 17.500 0.033 Vel = 0.84
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 7
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd.
Ref.
Qa Dia.
"C"
Fitting
or
Pipe
Ftngs
Pt Pt
Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
18 -3.09 0.874 N 7.0 7.583 17.689
to 150.0 0.0 7.000 0.0
19 -1.52 -0.0018 0.0 14.583 -0.026 Vel = 0.81
19 0.0 0.874 2R 2.0 13.500 17.663
to 150.0 0.0 2.000 0.0
16 -1.52 -0.0017 0.0 15.500 -0.027 Vel = 0.81
0.0
-1.52 17.636 K Factor = -0.36
18 3.09 0.874 N 7.0 0.500 17.689
to 150.0 0.0 7.000 0.0
20 3.09 0.0065 0.0 7.500 0.049 Vel = 1.65
20 0.0 0.874 0 3.0 10.000 17.738
to 150.0 0.0 3.000 4.331
10 3.09 0.0066 0.0 13.000 0.086 Vel = 1.65
0.0
3.09 22.155 K Factor = 0.66
7 7.28 0.874 0 3.0 7.583 21.725
to 150.0 0.0 3.000 0.0
9 7.28 0.0322 0.0 10.583 0.341 Vel = 3.89
9 0.0 0.874 0 3.0 10.333 22.066
to 150.0 0.0 3.000 0.0
11 7.28 0.0323 0.0 13.333 0.431 Vel = 3.89
11 12.74 1.101 2N 14.0 6.417 22.497
to 150.0 0.0 14.000 0.0
12 20.02 0.0682 0.0 20.417 1.392 Vel = 6.75
12 0.0 1.101 N 7.0 10.000 23.889
to 150.0 0.0 7.000 4.331
21 20.02 0.0682 0.0 17.000 1.159 Vel = 6.75
0.0
20.02 29.379 K Factor = 3.69
11 -12.75 0.874 R 1.0 2.750 22.497
to 150.0 0.0 1.000 0.0
10 -12.75 -0.0912 0.0 3.750 -0.342 Vel = 6.82
10 3.09 0.874 R 1.0 5.667 22.155
to 150.0 N 7.0 8.000 0.0
13 -9.66 -0.0545 0.0 13.667 -0.745 Vel = 5.17
13 0.0 0.874 2R 2.0 24.250 21.410
to 150.0 0 3.0 5.000 0.0
14 -9.66 -0.0545 0.0 29.250 -1.594 Vel = 5.17
14 0.0 0.874 R 1.0 0.583 19.816
to 150.0 0.0 1.000 0.0
3 -9.66 -0.0543 0.0 1.583 -0.086 Vel = 5.17
0.0
-9.66 19.730 K Factor= -2.17
21 20.02 1.101 R 1.0 11.083 29.379
to 150.0 2N 14.0 20.000 0.0
22 20.02 0.0682 0 5.0 31.083 2.120 Vel = 6.75
22 0.0 1.101 R 1.0 10.750 31.499
to 150.0 N 7.0 13.000 0.0
23 20.02 0.0682 0 5.0 23.750 1.619 Vel = 6.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 8
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C',or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
23 0.0 1.101 N 7.0 3.750 33.118
to 150.0 0.0 7.000 0.0
TRA 20.02 0.0683 0.0 10.750 0.734 Vet = 6.75
0.0
20.02 33.852 K Factor = 3.44
TRA 20.02 1.101 2R 2.0 8.000 33.852
to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3
BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vel = 6.75
N 7.0
BR 5.00 1.101 0 5.0 2.000 42.128 Qa=5
to 150.0 0.0 5.000 0.0
X 25.02 0.1030 0.0 7.000 0.721 Vel = 8.43
X 0.0 1.244 0.0 5.000 42.849
to 150.0 0.0 0.0 2.166
EL 25.02 0.0566 0.0 5.000 0.283 Vel = 6.60
EL 0.0 1.244 0.0 65.000 45.298
to 150.0 0.0 0.0 0.0
Ml 25.02 0.0568 0.0 65.000 3.694 Vel = 6.60
Ml 0.0 1.025 0.0 1.000 48.992
to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4
M2 25.02 0.1460 0.0 1.000 0.146 Vel = 9.73
M2 0.0 0.995 T 5.841 28.000 53.138
to 150.0 0.0 5.841 0.0
CM 25.02 0.1686 0.0 33.841 5.707 Vel = 10.32
CM -11.30 7.98 3F 40.774 324.000 58.845
to 150.0 T 52.855 93.629 0.0
100 13.72 0.0 0.0 417.629 0.001 Vel = 0.09
100 0.70 7.98 T 52.855 295.000 58.846
to 150.0 0.0 52.855 0.0
101 14.42 0.0 0.0 347.855 0.0 Vel = 0.09
0.0
14.42 58.846 K Factor = 1.88
100 -0.70 7.98 2T 105.71 381.000 58.846
to 150.0 0.0 105.710 -1.299
105 -0.7 0.0 0.0 486.710 -0.001 Vet = 0
0.0
-0.70 57.546 K Factor = -0.09
101 14.42 11.65 F 17.441 175.000 58.846
to 150.0 T 80.498 97.939 0.0
102 14.42 0.0 0.0 272.939 0.001 Vel = 0.04
102 -25.02 11.65 F 17.441 532.000 58.847
to 150.0 1 80.498 97.939 0.0
103 -10.6 0.0 0.0 629.939 -0.001 Vel = 0.03
103 0.0 7.98 1 52.855 542.000 58.846
to 150.0 0.0 52.855 0.0
104 -10.6 0.0 0.0 594.855 0.0 Vel = 0.07
104 11.30 11.65 1 80.498 207.000 58.846
to 150.0 0.0 80.498 -1.299
105 0.7 0.0 0.0 287.498 -0.001 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 9
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa
Ref.
Dia.
"C"
Fitting
or
Pipe
Ftngs
Pt Pt
Fe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
0.70 57.546 K Factor = 0.09
104 -11.30 7.98 T 52.855 542.000 58.846
to 150.0 0.0 52.855 0.0
CM -11.3 0.0 0.0 594.855 -0.001 Vel = 0.07
0.0
-11.30 58.845 K Factor = -1.47
102 25.02 11.65 3T 241.494 1439.000 58.847
to 150.0 0.0 241.494 6.930
FT 25.02 0.0 0.0 1680.494 0.001 Vel = 0.08
0.0
25.02 65.778 K Factor = 3.08
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667-4220
Job Name : CYPRESS ATTHE PRESERVE
Building : PLAN 2X
Location : ALT. CALC AREA 3
System 1
Contract
Data File : ALT. PLAN2X CA3 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical Page 1
CYPRESS AT THE PRESERVE Date 5/25/17
HYDRAULIC DESIGN INFORMATION SHEET
Name - CYPRESS AT THE PRESERVE Date - 5/25/17
Location - ALT. CALC AREA 3
Building - PLAN 2X System No. - 1
Contractor - NP MECHANICAL Contract No. -
Calculated By - MG Drawing No. - 1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0"
OCCUPANCY - LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (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 - 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 27.827 Psi Required 39.642 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) - 66 Other Well
Flow (Gpm) - 3750 Proof Flow Gpm
S Elevation - 114
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
CYPRESS AT THE PRESERVE
Page 2
Date 5/25/17
City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 59.4 D2 - System Flow : 27.827
C2 - Residual Flow : 3750 D2 - System Pressure : 70.176
Hose ( Demand) : 5
D3 - System Demand : 32.827
Safety Margin : 14.423
150
140
130
p120
R°
E10°
90 C1
80
u 70 - -
C2
R 601133
E5°
40
30
20
Dl 10
400 800 1200 1600 2000 2400 2800 3200 3600
FLOW ( N " 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical Page 3
CYPRESS AT THE PRESERVE Date 5/25/17
Fitting Legend
Abbrev. Name ½ 3/4 1 1¼ 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
N * CPVC 90Ell 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 NFPA139O Flow thruTee 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 N EPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
NP Mechanical Page 4
CYPRESS ATTHE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea-
H1 9.0 15.26 na
H2 9.0 15.26 na
H3 19.0 10.38 na
H4 19.0 4.9 7.04 na 13.0 0.05
H5 19.0 4.9 9.16 na 14.83 0.05 H6 29.0 7.34 na
H7 29.0 7.53 na
Dl 10.0 14.83 na
D2 10.0 14.83 na
1 10.0 14.83 na
2 10.0 14.83 na
3 20.0 10.5 na
D3 20.0 9.95 na
4 20.0 9.95 na
5 20.0 9.56 na
D4 20.0 7.36 na
6 20.0 8.97 na
D5 20.0 9.2 na
7 20.0 10.3 na
8 20.0 10.63 na
15 30.0 6.79 na
D6 30.0 6.91 na
16 30.0 7.01 na
D7 30.0 7.1 na
17 30.0 7.1 na
18 30.0 7.24 na
19 30.0 7.13 na
20 30.0 7.46 na
9 20.0 11.32 na
ii 20.0 12.6 na
12 20.0 15.16 na
10 20.0 12.16 na
13 20.0 11.65 na
14 20.0 10.56 na
21 10.0 21.63 na
22 10.0 25.52 na
23 10.0 28.5 na
TRA 10.0 29.85 na
BR 2.0 39.64 na 5.0
X 2.0 40.83 na
EL -3.0 43.47 na
Mi -3.0 49.57 na
M2 -3.0 53.81 na
CM -3.0 63.24 na
100 -3.0 63.24 na
101 -3.0 63.24 na
102 -3.0 63.24 na
103 -3.0 63.24 na
104 -3.0 63.24 na
FT -19.0 70.18 na
The maximum velocity is 13.55 and it occurs in the pipe between nodes M2 and CM
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
256 7.039
256 7.0
Final Calculations - Hazen-Williams
NP Mechanical Page 5
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftngs Pe Pv ******* Notes
Point Qt Pt/Ft Eqv. Ln. Total Pf Pn
Hi 0.0 0.874 N 7.0 1.000 15.265
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 14.832 K Factor = 0
H2 0.0 0.874 0 3.0 1.000 15.265
to 150.0 0.0 3.000 -0.433
D2 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 14.832 K Factor =0
H3 0.0 0.874 N 7.0 1.000 10.383
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 9.950 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 14.83 0.874 0 3.0 1.000 9.156 K Factor = 4.90
to 150.0 0.0 3.000 -0.433
D5 14.83 0.1205 0.0 4.000 0.482 Vel = 7.93
0.0
14.83 9.205 K Factor = 4.89
H6 0.0 0.874 N 7.0 1.000 7.345
to 150.0 0.0 7.000 -0.433
D6 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 6.912 K Factor =0
H7 0.0 0.874 N 7.0 1.000 7.534
to 150.0 0.0 7.000 -0.433
D7 0.0 0.0 0.0 8.000 0.0 Vel = 0
0.0
0.0 7.101 K Factor = 0
Di 0.0 0.874 0 3.0 5.583 14.832
to 150.0 0.0 3.000 0.0
1 0.0 0.0 0.0 8.583 0.0 Vel = 0
0.0
0.0 14.832 K Factor = 0
D2 0.0 0.874 R 1.0 8.833 14.832
to 150.0 0.0 1.000 0.0
1 0.0 0.0 0.0 9.833 0.0 Vel = 0
1 0.0 0.874 N 7.0 1.917 14.832
to 150.0 0.0 7.000 0.0
2 0.0 0.0 0.0 8.917 0.0 Vel = 0
2 0.0 0.874 0 3.0 10.000 14.832
to 150.0 0.0 3.000 -4.331
3 0.0 0.0 0.0 13.000 0.0 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 6
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
3 -7.87 0.874 2R 2.0 12.750 10.501
to 150.0 0.0 2.000 0.0
4 -7.87 -0.0374 0.0 14.750 -0.551 Vel = 4.21
0.0
-7.87 9.950 K Factor = -2.49
D3 0.0 0.874 0 3.0 1.667 9.950
to 150.0 0.0 3.000 0.0
4 0.0 0.0 0.0 4.667 0.0 Vet = 0
4 -7.87 0.874 N 7.0 3.333 9.950
to 150.0 0.0 7.000 0.0
5 -7.87 -0.0373 0.0 10.333 -0.385 Vel = 4.21
5 0.0 0.874 2R 2.0 10.833 9.565
to 150.0 0 3.0 5.000 0.0
6 -7.87 -0.0373 0.0 15.833 -0.591 Vet = 4.21
0.0
-7.87 8.974 K Factor = -2.63
D4 13.00 0.874 N 7.0 9.083 7.361
to 150.0 R 1.0 8.000 0.0
6 13.0 0.0944 0.0 17.083 1.613 Vet = 6.95
6 -7.87 0.874 N 7.0 5.667 8.974
to 150.0 R 1.0 8.000 0.0
D5 5.13 0.0169 0.0 13.667 0.231 Vel = 2.74
D5 14.83 0.874 0 3.0 2.250 9.205
to 150.0 0.0 3.000 0.0
7 19.96 0.2086 0.0 5.250 1.095 Vel = 10.67
7 -13.15 0.874 N 7.0 4.667 10.300
to 150.0 0.0 7.000 0.0
8 6.81 0.0286 0.0 11.667 0.334 Vet = 3.64
8 0.0 0.874 N 7.0 10.000 10.634
to 150.0 0.0 7.000 -4.331
15 6.81 0.0285 0.0 17.000 0.485 Vet = 3.64
15 0.0 0.874 R 1.0 3.333 6.788
to 150.0 0.0 1.000 0.0
D6 6.81 0.0286 0.0 4.333 0.124 Vet = 3.64
D6 0.0 0.874 0 3.0 0.583 6.912
to 150.0 0.0 3.000 0.0
16 6.81 0.0285 0.0 3.583 0.102 Vel = 3.64
16 -3.34 0.874 0 3.0 7.583 7.014
to 150.0 0.0 3.000 0.0
17 3.47 0.0082 0.0 10.583 0.087 Vel = 1.86
0.0
3.47 7.101 K Factor = 1.30
D7 0.0 0.874 0 3.0 9.083 7.101
to 150.0 0.0 3.000 0.0
17 0.0 0.0 0.0 12.083 0.0 Vel = 0
17 3.47 0.874 R 1.0 13.500 7.101
to 150.0 0 3.0 4.000 0.0
18 3.47 0.0082 0.0 17.500 0.143 Vel= 1.86
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 7
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd.
Ref.
Qa Dia. "C',or
Fitting Pipe
Ftng's
Pt Pt
Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
18 -6.81 0.874 N 7.0 7.583 7.244
to 150.0 0.0 7.000 0.0
19 -3.34 -0.0076 0.0 14.583 -0.111 Vel= 1.79
19 0.0 0.874 2R 2.0 13.500 7.133
to 150.0 0.0 2.000 0.0
16 -3.34 -0.0077 0.0 15.500 -0.119 Vel= 1.79
0.0
-3.34 7.014 K Factor = -1.26
18 6.81 0.874 N 7.0 0.500 7.244
to 150.0 0.0 7.000 0.0
20 6.81 0.0287 0.0 7.500 0.215 Vel = 3.64
20 0.0 0.874 0 3.0 10.000 7.459
to 150.0 0.0 3.000 4.331
10 6.81 0.0285 0.0 13.000 0.371 Vel = 3.64
0.0
6.81 12.161 K Factor = 1.95
7 13.14 0.874 0 3.0 7.583 10.300
to 150.0 0.0 3.000 0.0
9 13.14 0.0964 0.0 10.583 1.020 VeI= 7.03
9 0.0 0.874 0 3.0 10.333 11.320
to 150.0 0.0 3.000 0.0
11 13.14 0.0963 0.0 13.333 1.284 VeI= 7.03
11 14.69 1.101 2N 14.0 6.417 12.604
to 150.0 0.0 14.000 0.0
12 27.83 0.1254 0.0 20.417 2.560 Vel = 9.38
12 0.0 1.101 N 7.0 10.000 15.164
to 150.0 0.0 7.000 4.331
21 27.83 0.1254 0.0 17.000 2.131 Vel = 9.38
0.0
27.83 21.626 KFactor= 5.98
11 -14.68 0.874 R 1.0 2.750 12.604
to 150.0 0.0 1.000 0.0
10 -14.68 -0.1181 0.0 3.750 -0.443 Vel = 7.85
10 6.81 0.874 R 1.0 5.667 12.161
to 150.0 N 7.0 8.000 0.0
13 -7.87 -0.0373 0.0 13.667 -0.510 Vet = 4.21
13 0.0 0.874 2R 2.0 24.250 11.651
to 150.0 0 3.0 5.000 0.0
14 -7.87 -0.0373 0.0 29.250 -1.091 Vel= 4.21
14 0.0 0.874 R 1.0 0.583 10.560
to 150.0 0.0 1.000 0.0
3 -7.87 -0.0373 0.0 1.583 -0.059 Vel = 4.21
0.0
-7.87 10.501 K Factor = -2.43
21 27.83 1.101 R 1.0 11.083 21.626
to 150.0 2N 14.0 20.000 0.0
22 27.83 0.1253 0 5.0 31.083 3.896 Vel = 9.38
22 0.0 1.101 R 1.0 10.750 25.522
to 150.0 N 7.0 13.000 0.0
23 27.83 0.1254 0 5.0 23.750 2.978 Vel = 9.38
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 8 CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
23 0.0 1.101 N 7.0 3.750 28.500
to 150.0 0.0 7.000 0.0
TRA 27.83 0.1253 0.0 10.750 1.347 Vel = 9.38
0.0
27.83 29.847 K Factor = 5.09
TRA 27.83 1.101 2R 2.0 8.000 29.847
to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3
BR 27.83 0.1254 Fsp 0.0 26.562 3.330 Vel = 9.38
N 7.0
BR 5.00 1.101 0 5.0 2.000 39.642 Qa=5
to 150.0 0.0 5.000 0.0
X 32.83 0.1701 0.0 7.000 1.191 Vei= 11.06
X 0.0 1.244 0.0 5.000 40.833
to 150.0 0.0 0.0 2.166
EL 32.83 0.0938 0.0 5.000 0.469 Vel = 8.67
EL 0.0 1.244 0.0 65.000 43.468
to 150.0 0.0 0.0 0.0
Ml 32.83 0.0939 0.0 65.000 6.103 Vel = 8.67
Ml 0.0 1.025 0.0 1.000 49.571
to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4
M2 32.83 0.2410 0.0 1.000 0.241 Vel= 12.76
M2 0.0 0.995 T 5.841 28.000 53.812
to 150.0 0.0 5.841 0.0
CM 32.83 0.2786 0.0 33.841 9.429 Vel = 13.55
CM -14.83 7.98 3F 40.774 324.000 63.241
to 150.0 T 52.855 93.629 0.0
100 18.0 0.0 0.0 417.629 0.001 Vel = 0.12
100 0.92 7.98 T 52.855 295.000 63.242
to 150.0 0.0 52.855 0.0
101 18.92 0.0 0.0 347.855 0.001 Vel = 0.12
0.0
18.92 63.243 K Factor = 2.38
100 -0.92 7.98 21 105.71 381.000 63.242
to 150.0 0.0 105.710 -1.299
105 -0.92 0.0 0.0 486.710 0.0 Vel = 0.01
0.0
-0.92 61.943 K Factor = -0.12
101 18.92 11.65 F 17.441 175.000 63.243
to 150.0 T 80.498 97.939 0.0
102 18.92 0.0 0.0 272.939 0.001 Vel = 0.06
102 -32.83 11.65 F 17.441 532.000 63.244
to 150.0 T 80.498 97.939 0.0
103 -13.91 0.0 0.0 629.939 -0.001 Vel = 0.04
103 0.0 7.98 T 52.855 542.000 63.243
to 150.0 0.0 52.855 0.0
104 -13.91 0.0 0.0 594.855 -0.001 Vel = 0.09
104 14.83 11.65 1 80.498 207.000 63.242
to 150.0 0.0 80.498 -1.299
105 0.92 0.0 0.0 287.498 0.0 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 9
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa
Ref.
Dia.
"C"
Fitting
or
Pipe
Ftngs
Pt Pt
Fe Pv Notes
Point Qt Pt/Ft Eqv. Ln. Total Pt Pn
0.0
0.92 61.943 KFactor= 0.12
104 -14.83 7.98 T 52.855 542.000 63.242
to 150.0 0.0 52.855 0.0
CM -14.83 0.0 0.0 594.855 -0.001 Vel = 0.10
0.0
-14.83 63.241 K Factor = -1.86
102 32.83 11.65 31 241.494 1439.000 63.244
to 150.0 0.0 241.494 6.930
FT 32.83 0.0 0.0 1680.494 0.002 Vel = 0.10
0.0
32.83 70.176 K Factor = 3.92
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical
9225 Stellar Court, Suite A
Corona, CA 92883
951-667-4220
Job Name : CYPRESS AT THE PRESERVE
Building PLAN 2X
Location : ALT. CALC AREA 4
System : 1
Contract
Data File : ALT. PLAN2X CA4 16X16.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
NP Mechanical Page 1
CYPRESS AT THE PRESERVE Date 5/25/17
HYDRAULIC DESIGN INFORMATION SHEET
Name - CYPRESS AT THE PRESERVE Date - 5/25/17
Location - ALT. CALC AREA 4
Building - PLAN 2X System No. - 1
Contractor - NP MECHANICAL Contract No. -
Calculated By - MG Drawing No. - 1
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0"
OCCUPANCY - LIGHT HAZARD
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (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 - 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 27.01 Psi Required 42.981 At BR
Summary C-Factor Used: Overhead 150 Underground 150
Pump Data: Tank or Reservoir:
Rated Cap. Cap.
8 Psi Elev.
Elev.
Other Well
Proof Flow Gpm
W Water Flow Test:
A Date of Test -
T Time of Test -
B Static (Psi) - 94
R Residual (Psi) - 66
Flow (Gpm) - 3750
S Elevation - 114
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
CYPRESS AT THE PRESERVE
Page 2
Date 5/25/17
City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 20.789 C2 - Residual Pressure: 59.4 D2 - System Flow :27.01 C2 - Residual Flow : 3750 D2 - System Pressure : 72.721
Hose ( Demand) : 5
D3 - System Demand : 32.01
Safety Margin : 11.878
150
140
130
p120
R11°
E10°
s90 C
S D2
80
U 70
D3
R 60
E5°
40
30
20 DT
10
I I I I I I I
400 800 1200 1600 2000 2400 2800 3200 3600
FLOW ( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
NP Mechanical Page 3
CYPRESS AT THE PRESERVE Date 5/25/17
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
F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
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 139OFlowthruTee 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
9.0 20.71 na
9.0 20.71 na
19.0 16.3 na
19.0 16.16 na
19.0 16.08 na
29.0 4.9 8.17 na
29.0 4.9 7.04 na
10.0 20.27 na
10.0 20.27 na
10.0 20.27 na
10.0 20.27 na
20.0 15.94 na
20.0 15.86 na
20.0 15.86 na
20.0 15.81 na
20.0 15.72 na
20.0 15.72 na
20.0 15.65 na
20.0 15.62 na
20.0 14.67 na
30.0 8.96 na
30.0 8.61 na
30.0 8.62 na
30.0 7.36 na
30.0 8.5 na
30.0 9.32 na
30.0 8.98 na
30.0 10.25 na
20.0 16.15 na
20.0 16.82 na
20.0 19.24 na
20.0 16.18 na
20.0 16.11 na
20.0 15.95 na
10.0 25.59 na
10.0 29.27 na
10.0 32.09 na
10.0 33.37 na
2.0 42.98 na
2.0 44.12 na
-3.0 46.73 na
-3.0 52.56 na
-3.0 56.79 na
-3.0 65.79 na
-3.0 65.79 na
-3.0 65.79 na
-3.0 65.79 na
-3.0 65.79 na
-3.0 65.79 na
-19.0 72.72 na
14.01 0.05 256 7.0
13.0 0.05 256 7.039
5.0
Pressure I Flow Summary - STANDARD
NP Mechanical Page 4
CYPRESS ATTHE PRESERVE Date 5/25/17
Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea.
The maximum velocity is 13.21 and it occurs in the pipe between nodes M2 and CM
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 5
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Fe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
Hi 0.0 0.874 N 7.0 1.000 20.708
to 150.0 0.0 7.000 -0.433
Di 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0
0.0
0.0 20.274 K Factor = 0
H2 0.0 0.874 0 3.0 1.000 20.708
to 150.0 0.0 3.000 -0.433
D2 0.0 -0.0002 0.0 4.000 -0.001 Vel = 0
0.0
0.0 20.274 K Factor =0
H3 0.0 0.874 N 7.0 1.000 16.297
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 15.864 K Factor = 0
H4 0.0 0.874 N 7.0 1.000 16.156
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 15.723 K Factor =0
H5 0.0 0.874 0 3.0 1.000 16.082
to 150.0 0.0 3.000 -0.433
D5 0.0 0.0 0.0 4.000 0.0 Vel = 0
0.0
0.0 15.649 K Factor = 0
H6 14.01 0.874 N 7.0 1.000 8.175 K Factor =4.90
to 150.0 0.0 7.000 -0.433
D6 14.01 0.1084 0.0 8.000 0.867 Vel = 7.49
0.0
14.01 8.609 K Factor = 4.77
H7 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90
to 150.0 0.0 7.000 -0.433
D7 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95
0.0
13.00 7.361 K Factor = 4.79
Di 0.0 0.874 0 3.0 5.583 20.274
to 150.0 0.0 3.000 0.0
0.0 0.0 0.0 8.583 0.0 Vel = 0
0.0
0.0 20.274 K Factor = 0
D2 0.0 0.874 R 1.0 8.833 20.274
to 150.0 0.0 1.000 0.0
1 0.0 0.0 0.0 9.833 0.0 Vel = 0
0.0 0.874 N 7.0 1.917 20.274
to 150.0 0.0 7.000 0.0
2 0.0 0.0 0.0 8.917 0.0 Vel = 0
2 0.0 0.874 0 3.0 10.000 20.274
to 150.0 0.0 3.000 -4.331
3 0.0 0.0 0.0 13.000 0.0 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 6
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Oa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
3 -2.77 0.874 2R 2.0 12.750 15.943
to 150.0 0.0 2.000 0.0
4 -2.77 -0.0054 0.0 14.750 -0.079 Vel = 1.48
0.0
-2.77 15.864 K Factor = -0.70
D3 0.0 0.874 0 3.0 1.667 15.864
to 150.0 0.0 3.000 0.0
4 0.0 0.0 0.0 4.667 0.0 Vel = 0
4 -2.77 0.874 N 7.0 3.333 15.864
to 150.0 0.0 7.000 0.0
5 -2.77 -0.0054 0.0 10.333 -0.056 Vel = 1.48
5 0.0 0.874 2R 2.0 10.833 15.808
to 150.0 0 3.0 5.000 0.0
6 -2.77 -0.0054 0.0 15.833 -0.085 Vel = 1.48
0.0
-2.77 15.723 K Factor = -0.70
D4 0.0 0.874 N 7.0 9.083 15.723
to 150.0 R 1.0 8.000 0.0
6 0.0 0.0 0.0 17.083 0.0 Vel = 0
6 -2.77 0.874 N 7.0 5.667 15.723
to 150.0 R 1.0 8.000 0.0
D5 -2.77 -0.0054 0.0 13.667 -0.074 Vel= 1.48
D5 0.0 0.874 0 3.0 2.250 15.649
to 150.0 0.0 3.000 0.0
7 -2.77 -0.0053 0.0 5.250 -0.028 Vel = 1.48
7 -9.22 0.874 N 7.0 4.667 15.621
to 150.0 0.0 7.000 0.0
8 -11.99 -0.0813 0.0 11.667 -0.948 Vel= 6.41
8 0.0 0.874 N 7.0 10.000 14.673
to 150.0 0.0 7.000 -4.331
15 -11.99 -0.0812 0.0 17.000 -1.381 Vel = 6.41
15 0.0 0.874 R 1.0 3.333 8.961
to 150.0 0.0 1.000 0.0
D6 -11.99 -0.0812 0.0 4.333 -0.352 Vel= 6.41
D6 14.01 0.874 0 3.0 0.583 8.609
to 150.0 0.0 3.000 0.0
16 2.02 0.0031 0.0 3.583 0.011 Vel= 1.08
16 -6.11 0.874 0 3.0 7.583 8.620
to 150.0 0.0 3.000 0.0
17 -4.09 -0.0111 0.0 10.583 -0.118 Vel = 2.19
0.0
-4.09 8.502 K Factor = -1.40
D7 13.00 0.874 0 3.0 9.083 7.361
to 150.0 0.0 3.000 0.0
17 13.0 0.0944 0.0 12.083 1.141 Vel = 6.95
17 -4.09 0.874 R 1.0 13.500 8.502
to 150.0 0 3.0 4.000 0.0
18 8.91 0.0469 0.0 17.500 0.821 Vel = 4.76
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 7
CYPRESS ATTHE PRESERVE Date 5/25/17
Hyd.
Ref.
Qa Dia.
'C'
Fitting
or
Pipe
Ftng's
Pt Pt
Fe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
18 -15.02 0.874 N 7.0 7.583 9.323
to 150.0 0.0 7.000 0.0
19 -6.11 -0.0234 0.0 14.583 -0.341 Vel= 3.27
19 0.0 0.874 2R 2.0 13.500 8.982
to 150.0 0.0 2.000 0.0
16 -6.11 -0.0234 0.0 15.500 -0.362 Vel = 3.27
0.0
-6.11 8.620 K Factor = -2.08
18 15.02 0.874 N 7.0 0.500 9.323
to 150.0 0.0 7.000 0.0
20 15.02 0.1233 0.0 7.500 0.925 Vel = 8.03
20 0.0 0.874 0 3.0 10.000 10.248
to 150.0 0.0 3.000 4.331
10 15.02 0.1234 0.0 13.000 1.604 Vel= 8.03
0.0
15.02 16.183 K Factor = 3.73
7 9.22 0.874 0 3.0 7.583 15.621
to 150.0 0.0 3.000 0.0
9 9.22 0.0500 0.0 10.583 0.529 Vel = 4.93
9 0.0 0.874 0 3.0 10.333 16.150
to 150.0 0.0 3.000 0.0
11 9.22 0.0500 0.0 13.333 0.666 Vel = 4.93
11 17.79 1.101 2N 14.0 6.417 16.816
to 150.0 0.0 14.000 0.0
12 27.01 0.1186 0.0 20.417 2.422 Vel= 9.10
12 0.0 1.101 N 7.0 10.000 19.238
to 150.0 0.0 7.000 4.331
21 27.01 0.1186 0.0 17.000 2.017 Vel= 9.10
0.0
27.01 25.586 K Factor = 5.34
11 -17.79 0.874 R 1.0 2.750 16.816
to 150.0 0.0 1.000 0.0
10 -17.79 -0.1688 0.0 3.750 -0.633 Vel = 9.51
10 15.02 0.874 R 1.0 5.667 16.183
to 150.0 N 7.0 8.000 0.0
13 -2.77 -0.0053 0.0 13.667 -0.073 Vel = 1.48
13 0.0 0.874 2R 2.0 24.250 16.110
to 150.0 0 3.0 5.000 0.0
14 -2.77 -0.0054 0.0 29.250 -0.158 Vel = 1.48
14 0.0 0.874 R 1.0 0.583 15.952
to 150.0 0.0 1.000 0.0
3 -2.77 -0.0057 0.0 1.583 -0.009 Vel = 1.48
0.0
-2.77 15.943 K Factor = -0.69
21 27.01 1.101 R 1.0 11.083 25.586
to 150.0 2N 14.0 20.000 0.0
22 27.01 0.1186 0 5.0 31.083 3.687 Vel= 9.10
22 0.0 1.101 R 1.0 10.750 29.273
to 150.0 N 7.0 13.000 0.0
23 27.01 0.1186 0 5.0 23.750 2.817 Vel = 9.10
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 8
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
23 0.0 1.101 N 7.0 3.750 32.090
to 150.0 0.0 7.000 0.0
TRA 27.01 0.1187 0.0 10.750 1.276 Vet = 9.10
0.0
27.01 33.366 K Factor = 4.68
TRA 27.01 1.101 2R 2.0 8.000 33.366
to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3
BR 27.01 0.1186 Fsp 0.0 26.562 3.150 Vet= 9.10
N 7.0
BR 5.00 1.101 0 5.0 2.000 42.981 Qa=5
to 150.0 0.0 5.000 0.0
X 32.01 0.1624 0.0 7.000 1.137 Vet = 10.79
X 0.0 1.244 0.0 5.000 44.118
to 150.0 0.0 0.0 2.166
EL 32.01 0.0896 0.0 5.000 0.448 Vet = 8.45
EL 0.0 1.244 0.0 65.000 46.732
to 150.0 0.0 0.0 0.0
Ml 32.01 0.0896 0.0 65.000 5.825 Vet = 8.45
Ml 0.0 1.025 0.0 1.000 52.557
to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4
M2 32.01 0.2300 0.0 1.000 0.230 Vet= 12.45
M2 0.0 0.995 T 5.841 28.000 56.787
to 150.0 0.0 5.841 0.0
CM 32.01 0.2659 0.0 33.841 8.999 Vet = 13.21
CM -14.46 7.98 3F 40.774 324.000 65.786
to 150.0 T 52.855 93.629 0.0
100 17.55 0.0 0.0 417.629 0.001 Vet= 0.11
100 0.90 7.98 T 52.855 295.000 65.787
to 150.0 0.0 52.855 0.0
101 18.45 0.0 0.0 347.855 0.002 Vet = 0.12
0.0
18.45 65.789 K Factor = 2.27
100 -0.90 7.98 2T 105.71 381.000 65.787
to 150.0 0.0 105.710 -1.299
105 -0.9 0.0 0.0 486.710 0.0 Vet = 0.01
0.0
-0.90 64.488 K Factor = -0.11
101 18.45 11.65 F 17.441 175.000 65.789
to 150.0 T 80.498 97.939 0.0
102 18.45 0.0 0.0 272.939 0.0 Vet = 0.06
102 -32.01 11.65 F 17.441 532.000 65.789
to 150.0 T 80.498 97.939 0.0
103 -13.56 0.0 0.0 629.939 -0.001 Vet = 0.04
103 0.0 7.98 T 52.855 542.000 65.788
to 150.0 0.0 52.855 0.0
104 -13.56 0.0 0.0 594.855 -0.001 Vet = 0.09
104 14.46 11.65 T 80.498 207.000 65.787
to 150.0 0.0 80.498 -1.299
105 0.9 0.0 0.0 287.498 0.0 Vet = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
NP Mechanical Page 9
CYPRESS AT THE PRESERVE Date 5/25/17
Hyd.
Ref.
Qa Dia. I.G.or
Fitting Pipe
Ftngs
Pt Pt
Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
0.0
0.90 64.488 KFactor= 0.11
104 -14.46 7.98 T 52.855 542.000 65.787
to 150.0 0.0 52.855 0.0
CM -14.46 0.0 0.0 594.855 -0.001 Vel = 0.09
0.0
-14.46 65.786 K Factor = -1.78
102 32.01 11.65 3T 241.494 1439.000 65.789
to 150.0 0.0 241.494 6.930
FT 32.01 0.0 0.0 1680.494 0.002 Vel = 0.10
0.0
32.01 72.721 K Factor = 3.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Reliable
Bulletin 006 Rev
Model RFC30 (SIN RA0611)
Model RFC43 (SIN RA0612)
Model RFC49 (SIN RA0616)
Residential Flat Concealed
Sprinklers
co C
(t
0 0 0)
I CD
A Residential Flat Concealed
Sprinkler engineered for a minimum
design density of 0.05 gpmlft2 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 ½" (13mm) of cover adjustment for ease
of installation. The small diameter cover plate is easily
main Uover Mate
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, &
130.
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 (191/2) sprinkler joint can be ob-
tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not
tighten sprinklers over 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.
Thread Nominal Sprinkler CCP Assembly Max.
Ambient K Max. Model
(SIN) Size Orifice Temp Rating Temp. Rating Temp. Factor Pressure
Inch (mm) Inch (mm) psi (bar)
°F °C °F °C °F °C
RFC 30 ½" (15) 21/64 (8,2) 165 74 (RA0611)
135 57 100 38 3.0 (43.2) 175 (12)
RFC 43 ½"(15) /8(10) 165 74 (RA0612)
135 57 100 38 4.3(62) 175 (12)
RFC 49
(RA0616)
1/2" (15) /16(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 (Lfmin) PSI (bar)
12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0 (0,62) Smooth Ceilings 1/2 to 1(13 to 25.4)
Beamed Ceilings per NFPA 13D, 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 ½ to 1(13 to 25.4)
For Ceiling types refer to NFPA 13, 13R or 130
Fri
RFC43
Ordinary Temp. Rating Max. Coverage Max. Spacing (1 65-17174-C) To p 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) 12(4,5) 7.8(0,54)
Smooth Ceilings 1/2 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 130, 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) 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 130
RFC49
Max. Coverage Max. Spacing
Ordinary Temp. Rating
(165°Ff74°C) Top of Deflector Installation Minimum
area
Ft x Ft (m x m) Ft (m) to Ceiling
Inch (mm) Te yp Spacing
Ft (m) Flow Pressure
GPM (1/mm) 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 130, 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)
20x20(6,1x6,1) 20(6,1) 20(75,73) 16.7(1,14)
For Ceiling types refer to NFPA 13, 13R or 130
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 ½" 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", /" and 7/16" orifice. Temperature rating
shall be Ordinary 165°F (74°C); cover plate temperature
rating to be 135°F (571C). 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:
1, Sprinkler Model
Cover Plate Finish
Thread-On or
Push-On Feature
Cover Plate Finishes 1t
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.
For the perforated style cover-
plate, consult factory for avail-
ability on these and other cus-
tom finishes.
x I/2 REDUCING
TEE OR ELBOW
II, - III
1Tr 2 (66.55mm]
.4 (58.42mm] DL4
IJ ] HOLE IN CEiLING
_____ _••1 cup ,
[50.8mm] MAX. I 2
F FITTING ACE OF
[12.70mm] MAX.______ FACE OF CEILING
COVER A WUSThIENT
1-+
DIMENSION
--;:E1i-•i;;;ii______ .
1/2(12.70mm]
1 (25.4mm]
DROPPED DEFLECTOR
70 CEILING
FLAT COVER MTE . t8421mm DM 46mm
ASSEMBLY
COVER PLATE: 1/2" [12.7mm] ADJUSTMENT
QO6,VOIC
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the Natioral Fire Protection Association, Factory
Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are ins-aIled and serviced by the most highly
qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
Reliable Automatic Sprinkler Co., Inc. Recycled
(800) 431-1588 Sales Offices Paper Reliabid (800) 848-6051 Sales Fax Revision lines indicate updated or new data.
(914) 829-2042 Corporate Offices
www.reliablesprinkler.com Internet Address EG. Primed in U.S.A. 11/14 P/N 9999970261
Bulletin 135 Rev.G
TMIMI--
0
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/F1
Fl Res 58 Recessed Pendent/FP
Fl Res 76 Pendent
Fl Res 76 Recessed Pendent/F1
Fl Res 76 Recessed Pendent/FP
Fl Res 30 COP 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
Fl Res 44SWO
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. 6,516,893 applies to the
Model Fl Res 49 & 58 Pendent Sprinklers
Product Description
Model Fi Res Pendent sprinklers (Figs.i,2, 3, &4)are
Model Fl
Residential Sprinklers for
Design Density of .05 gpm/ft2
Fl Res 30,49,58 & 76 Fl Res 30,49,58 & 76
Recessed Pendent I Fl Recessed Pendent / FP
Fl Res 30, 49, 58 & 76 Fl Res 44&58
CCP Pendent Recessed HSW/F2
Fl Res 44 SWC Fl Res 40 Recessed
HSW/F2
The low flow Fl 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
C
CD
0)
I CD
0
Model Fl Res Sprinklers engineered for the lowest flows
to meet the minimum design density of .05 gpm/ft2
I11 response Jl II lNIl combiningWUlll ft UUFdUlll1y,
high sensitivity glass-bulb and low profile decorative Application
design. The Fl Res Horizontal Sidewall sprinklers (Figs. Model El Res Sprinklers are used for Residential Fire
5, 6 & 7) are equally attractive when above ceiling piping Protection according to UL 1626 Standard*. Be sure
cannot be used. that orifice size, temperature rating, deflector style and
The 3mm glass-bulb pendent sprinklers permit the sprinkler type are in accordance with the latest
efficient use of residential water supplies for sprinkler published standards of The National Fire Protection
coverage in residential fire protection design. Association or the approving authority having
jurisdiction.
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Installation
Models Fl 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, COP &
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 /172
Model Fl Res 49, 58 & 76
Recessed Pendent / Fl
1 escutcheon, 3/;' (19mm) adjustmei
135F003
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.-Y," (19.1)
Max.=1.4" (38.1) 3/615/6(47240)
F2 Y, (12.7) Min.= 15/" (23.8)
Max.=l/" (38.1) 3/ 1y (4.7-17.4) 16 16
* 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 Spnnkler Max. Max Actual Sprinkler
Thread Orifice Temp. Pressure Ambient K Length
Size Inch Rating psi Temp. Factor Inch
°F °C OF 0 (mm) (bar) (mm)
2"NPT 2/' (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
Spacing Flow Pressure I Sprinkler
Identification
ft (m) gpm(Lpm) psi (bar) I Number (SIN)
12 x 12 (3.6x3.6) 8 (30.3) 7.0 (0.48) R3511 14 x 14 (4.3x4.3) 10 (37.8) 11(0.76)
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 psi Temp. Factor Inch
°F °c °F I 0 (mm) (bar) (mm)
"NFT (11) 155 1751 68
79 175(12) 100
1501
38
66 4...0 2.25(57)
Deflector - to - ceiling
Maximum 1" (25mm) to 4!'(1 00mm)
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(1.14)
14 x 14 (4.3x4.3) 13 (49) 7.0(0.48)
16 x 16 (4.9x4.9) 13 (49) 7.0 (0.48)
18 x 18 (5.5x5.5) 17(64.3) 12.0(0.83)
20 x 20 (6.1x6.1) 20(75.7)
*Deftor - to - ceiling
Maximum 4" (100mm) to 8" (203mm)
Max. Sprinkler
Spacing
ft (m)
Flow
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
I dentification
Number (SIN)
12 x 12 (3.6x3.6) 15(57) 9.4 (0.65)
R3516
1 20.2(1.4)
14 x 14 (4.3x4.3) 16(60.5) 10.6 (0.73)
16x 16(4.9x4.9) 17(64.3) 12.0 (0.83)
18 x 18 (5.5x5.5) 19(72) 15.0(1.0)
20 x 20 (6.1x6.1) 1 22(83.2)
*Nt 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 ator 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 I oc OF oc (mm) (bar) (mm)
½" NPT (3) 155 68 175(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
14x14(4.3x4.3) 16(61) 7.6(0.53)
16 x 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 St3ñlkler Max Ma'ic I Sprinkler Thread Orifice Ten. Ressure Antient K Length
Size Inch I Riing psi Inch
Tenp.
00 OF 00 (mm) (bar) (mm)
3/47' NPT
(R3/4)
1%3'
(13.5)
155
175
68
79 175(12) 100
150
38
66 7.6
_
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
I
14 x 14 (4.3x4.3) 21 7.6 (0.53)
16x 16(4.9x4.9) 21 7.6 (0.53)
18 x 18 (5.5x5.5) 21 7.6 (0.53)
20 x 20 (6.1x6.1) 23 9.2(0.6 )
Model Fl Res 30, 49, 58 & 76
(X..F iencient
Model Fl Res 30, 49, 58 & 76
Recessed Pendent / FP
FP push-on/thread-off
escutcheon
2 5/8 [66.7mm] DIA.
2 5/16" DIA. - HOLE IN CEILING
[58.7mm]
CUP
I "x 1/2" REDUCER
cup 1'
CEILING I--
MAX. FACE OF R/NG j TO FACE OF CEILING
F------ I DIMENSION
H.. COVER ADJUSTMENT /
F- 3 5/16"
135F004D [84.1mm]
El RES 30, 49, 58 & 76 CCP PEND.
CEILING
2 5/8' 08.. [65.7,'"J - HOLE IN
CEILING 2 5/18 074.
(58,7m,n]
Cup
L-_-_-----=--1
r I
T2
IX I/2'l?EDUCER
I 112"[3& '-m] MAX. FACE OF FIT1ING 10 FACE OF CEILING
DIMENSION
7/2' (1-3 --1 MAX, FP ADJUSIMENt
Fig. 3 Fig. 4
NOTE: The Fl Res 76 will use a 1" x 3/4" reducer.
11
CCP Options Data:
"B"
Cover Adjustment CCP Height Inch (mm) Inch (mm)
34(12.7) 15/6 (24)
5/(7.9) //4(19)
FP Data "A":
FP Position Inch (mm)
Max. Recessed 3/6 (11)
Mm. Recessed 15/6 (24)
Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent I FP
Nominal Sprinkler Ca' As Mac Sprhkler
Thread Orifice Temp. Temp, PeSW Ambient K Length
Size Inch Rating Teni Factor Inch
(mm) (rmi) °F °F 00 E I ..00
1/I2
NFl 23/64(82) 155i 68 1351
I
57 175 (12) iool
I
38 3.0 25
(R½) 1 I 1
Max. Sprinkler Flow Pressure Sprinkler
Spacing gpm(Lpm) I psi (bar) Identification
ft (m) i I Number (-SIN)—
12 x 12 (3.6x3.6) I 8(30-3) 7.0 (0,48) R3511 13.4(0.92) 14 x 14 (4.3x4.3) 11(41.6)
Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP
Nominal SprinklerSprinkler CCP
Max Max Sprinkler' Thread Orifice Tenii TetTiti Pressure, Antient K Length
Size Inch Rating FfrIçJ psi Temp. Ftacor Inch
(m) °F 00
½"
NPT 3/6 (11) 155i 68 1351 57 175(12) iool 38 4.9 2.25
(R½) I I
Max. Sprinkler
Spacing
ft (m)
Flow
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN)
12x12(3.6x3,6) 13_(49) 7.0(0.48)
R3516
14 x 14 (4.3x4.3)— 13_(49) 7.0(0.48)
16x_16(4.9x4.9) 14(53) 8.2_(0.56)
18x_18(5.5x5.5) 18_(68.1) 1 13.5_(0.93)
Nominal Sprinklerr
Piess
CCP Max Max
Thread Orifice Tenç
Terrill Ambient K Length
Size Inch Rating psi Ten!1 Factor hch
(mm) (bar) (MM) °F 00
______
°F °FI
1/2"NPT 34 (13) 15568
_ _00
135 57 175(12) 5.8 2.25(57)
Max. Sprinkler
Spacing
ft (m)
Row
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number (SIN) ___
12x12(3.6x3.6) 16(61) 7,6(0.53)
R3513
1 14.4(1.0)
14x_14_(4.3x4.3) 16(61) 7,6(0.53)
16 x_16(4.9x4.9) 16 61) 7.6(0.53)
18_x18(5.5x5.5) 19 (72) 1 10.8_(0.75)
20x20(6.1x6.1) 22(83.3)
20 x 20 (6. 1 x6. 1) 20 (75.7) 16.7(1.14) Note: Sprinklers shown in Fig. 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
Thread
Size
Nominal
Orifice
Inch
(mm)
Sprinkler
Ten,.
Rating
Assen"
CCP
_Rallim
Max
Pressure
psi
(bar)
Max.
Antient
Teni
K
FCtO Length )
°F I 0 °F op
34"NPT
(R3/4)
13/3
(13.5)
15568
1751_79
_O(
13557 I 175(12) 100
150138
_
66 7.6 2.25(57)
Max. Sprinkler
Spacing
ft (m)
Flow
gpm (Lpm)
Pressure
psi (bar)
_
Sprinkler
Identification
Number (SIN) ____
12x12(3.6x3.6) 21 7.6_(0.53)
R7618
1 10.8(0.74)
14x_14_(4.3x4.3) 21 7.6(0.53)
16 x 16 4.9x4.9 1 21 7.6(0.53)
18x18(5.5x5.5) 1 22 1 8.4(0.58)
20 x 20 (6.1x6. 1) 1 25
5,
Escutcheon, F2, Data:
Type Adjustment I Face of Fitting I I to wall Inch (mm) I Inch (mm) I
F2 (13) 3/1y5 (47174)I
Model Fl Res 44 & 58 HSW Model Fl Res 44 & 58
Recessed HSW/F2
F2 escutcheon, /2" (13mm
adjustment
Technical Data: Fl Res 44 HSW & HSW/F2
Nominal Sprinkler LUL Max. Sptiiicler
nad Orifice Tenii Premure Antient K Length
Ste Inch Ftiig psi Inch
Ten Faor
OF I cc p (mm) (bar) (mm)
1/2"NPT (1O) 155
1751
68 175(12) 1OO
1501
38
66
0738
6 44 2.45(62)
Ma.Spnnkler
Spacing
ft (m)
dW
Ceiling
Deflector
Inch (mm)
Sprinkler Temp.
Rating
OF (°C)
Flow
gpm
(Lpm)
Pressure
psi (bar)
Spnnkler
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(l.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)
16 x 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:
Adjustment Face of Fitting I
Type Inch (mm) to wall I
Inch (mm)
F2 /2 (13)
Technical Data: Fl Res 58 HSW & HSW/F2
Nominal Spñilder Max Max Spri'Jder
Thread Orifice Taip Pressure Ambient K Length
Size Inch Fi psi Ten. FactDr Inch
c I cc p I cc (mm) (bar) (mm)
1/2"NPT 155
175
68
I 79 175(12) 100
150
38
66 5.8 2.45 (62)
Ma.Sprinkler
Spacing
ft (m)
Ceiling
Deflector
Inch (mm)
Sprinkler Temp.
Rating
°F (°c)
Flow
gpm
(Lpm)
Pressure
p si (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)
16 x 18 (4.9x5.5) 155 (68) 175 (79) 25(94.7) 18.6(1.28)
16 x 20 (4.9x6. 1) 155(68) 175(79) 29(109.8) 25(1.73)
12x 12(3.6x3.6)
6-12
(152-305)
155(68) 175(79) 22(83.3) 14.4(l.0)
28.6(1.97)
14x 14(4.3x4.3) 155(68) 175(79) 22(83.3) 14.4(l.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 72
(707.60mm To
_________ I I/4 [37.75mm] Moe/mum 304.80mm]
Face 0! Fitting PUSH ON COVER. THEN To Woll Dimension I TI/RN TO ADJUST UNTIL J TIGHT AGAINST WALL.
I X I/2 Reducer —v
Recommended I
We Hole 2
TURN COLLAR UNTIL -'
TIGHT AGAINST SPRINKLER 27/32 WRENCH BOSS.
1Adsment
Fl RES 44 SWC
Fig. 5
Technical Data: Fl Res 44 SWC
11iaci
Nominal
Orifice
Sprinkler
Tenill CTØT1
Ratlig
Wlax Pressure MK
AntientTen. K
Spriilder
Length
Size Inch Ratlig _________ psi ___________ Faor 1-ich
OF ° OF °c ç (mm) (bar) (mm)
1/20 NPT
(R1/2) W OO)
__
155 68 135 57 175 (12) 100 38 4.4 2.45 (62)
Max. Sprinkler
Spacing
ft (m)
Ceiling --
Deflector
Inch (mm)
Flow
gpm
(Lpm)
Pressure
psi (bar)
Sprin kler
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)
16x 18(4.9x5.5) 19 (71.8) 18.7(l.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)
[:1
Escutcheon. F2. Data:
Type Adjustment Face of Fitting I to wall Inch (mm) Inch (mm)
F2 /2(13) 3/6 1/6 (47174)]
2 Model Fl Res 40 Recessed
HSW/F2
F2 escutcheon, /" (13mm)
adjustment
135FC05
FACE OF FITTING To -
WALL DIMENSION
I I/4 MIN.
[31.8mm] I 2 I/4 HOLE ON.
[5 7.2mm] [32mm] CEILING TO
DEFLECTOR
I" x l/2 REDUCER DIMENSION
1 15116- D14
2 27 /32 0/k
[72.2mml
TIGHT AGAINST SPRINKLER
WRENCH BOSS.
H 1/2W [73mm]
ADJUSTMENT
Fl RES. 58, 44 & 40 HSW/F2
Fig. 7
Technical Data: Fl Res 40 HSW & HSWIF2
Nominal Sprinkler MaxMax Sprinider
11iead Orifice Toy Ambient K Length
Size Inch Riig psi Tenx Factor hch
°F °c c cc
____
(mm) (bar) (mm)
1/2"NPT
(R 112)
WOO)175 155
175
68
79 (12) 100
150
38
66 4.0 2.45 (62)
Max. Sprinkler Ceiling --
Sprinkler Temp. Flow Pressure Spnnkler
Spacing Deflector Rating gpm psi (bar) Identification
ft(m) OF (°C)
Inch (mm)
(Lpm) Number (SIN)
12x 12(3.6x3.6)
4 -6
(101-152)
155(68) 175(79) 13(49.0) 10.6(0.73)
R3538
25,0(1.72)
14x14(4.3x4.3) 155(68) 175(79) 16(60.5) 16.0(1.10)
16x 16(4.9x4.9) 155 (68) 17(64.3) 18.1 (1.24)
16 x 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)
Am
Finishes"
Standard Finishes
Sprinkler Fl, F2, FP Cover Plates Escutcheons
Bronze Brass White Painted
Chrome Plated Bright Chrome Plated Chrome
White Polyester White Painted
Coated I
Special Application Finishes
Sprinkler Fl, F2, Escutcheons
Cover Plates
Bright Brass Bright Brass Bright Brass
Black Plated Black Plated Black Plated
Black Paint Black Paint Black Paint
Off White Off White Off White
Satin Chrome I 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 Fl 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
NEPA 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)] 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 (681C)] [175°F (791C)].
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/Fl,
Model Fl Res 30,49 & 58 Recessed Pendent/F2,
Model Fl Res 30,49 & 58 Recessed PendentlFP
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-F)] 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 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 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 & 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 FP)]. 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/El] [Model Fl Res 30,
49 & 58 Recessed Pendent/F2] [Model Fl 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-E)] 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 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). 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 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 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 (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 (680C)] [175°F (791C)].
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 El
Res 44, SIN R3531 (Bulletin 135).
Model Fl Res 44 Recessed
Horizontal Sidewall Sprinkler
Use description for the Model El 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 1/2"
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).
11.
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
(791C)]. 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 Fl Res 76, SIN R7618
(Bulletin 135).
Model Fl Res 76 Recessed Pendent/Fl,
Model Fl Res 76 Recessed Pendent/172,
Model Fl Res 76 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] low flow residential
recessed pendent sprinklers engineerd to provide a
minimum design density of 0.05 gpm/ft 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 ½" adjustment (Model
F2)] [with 3/4" adjustment (Model El)] [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/172] [Model Fl Res
76 Recessed PendentJFP] 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 Fl 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
Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable.
Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable
sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
The Reliable Automatic Sprinkler Co., Inc. I (800) 431-1588 Sales Offices 1 Recycled Rel~iab I (800) 848-6051 Sales Fax \/ Paper
(914) 829-2042 Corporate Offices Revision lines indicate updated or new data.
w.reliablesprinkIor.com Internet Address EG. Printed in U.S.A. 06/08 P/N 9999970235
11 V_A'rz./_nc
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 - Mu. Galvanized.
LISTING/APPROVAL -
®an 203 - EX 4231, EX 2551
FUNCTION - To 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:
Verify 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 - 114"xl1/2" 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 AFCON products are exclusively designed to be 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. DISCLAIMER - AFCON svill NOT warrant against the failure of its products when used in combination with other products, parts or systems
not manufactured or sold by AFCON. .4FCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or ealtacqucittial 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
Side View - For
Drawings Below
iz.
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 - Carbon Steel.
FINISH - Mu. Galvanized.
LISTING/APPROVAL -
®m 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 - mm. 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.
Hanger - Wood Stud Hanger - Metal Stud
Specific .4FCON products are exclusively designed to be 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. DISCLAIMER - .4FCON will NOT warrant against the failure of its products when used in combination 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 damages of any kind, including but not
limited to loss of business (Sr profit, when non-A FCON prodstcts 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
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 - Per NFPA 13,13R and 13D on
side or top 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.
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 to be compatible ONLY with other .4 FCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be 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-.4FCONprodttcts 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 - Mu. Galvanized..
LISTING/APPROVAL -
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 mounting positions, i.e. vertical surface and both top and
bottom of horizontal 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 13,13R and 13D.
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 CPVC 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.
#906
Listed Restraint
3/4' thru 2"
Specific .4FCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly.
Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems
not manufactured or said by AFCON. AFCON shall NOT be liable tinder 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 used.
Pipe
Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.)
4009vif. V
Size Part
3/4"
Number
34PIPE
Bag Qty.
240 ft
1PIPE 150 ft
1-1/4" 114PIPE 105 ft
1-1/2" 112P1PE 751t
2P1PE 60 ft
2-1/2" 212PIPE 30 ft
3PIPE 15 ft
BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc.
Standard Fittings
Size
3/4"
Part NumberBox
V5011-007
Qty.
250
1" V5011-010 100
1-1/4" V5011-012 25
1-1/2" V5011-015 25
Tee Size I Part Number I Box Qty.
Tee (continued)
V5011-020 2
2-1/2" V5011-025 1
V5011-030 1
Size
3/4"x3/4"xl"
Part NumberBox
V5011R-102
Qty.
10
1"0/4"0/4" V5011 R-125 100
1"x3/4"xl" V5011 R-126 10
1"xl"x3/4" V5011 R-131 100
1-114"xl"04' V5011 R-157 5
1-1/4"xl"xl" V5011 R-158 25
1-1/4"xl"x1-1/4" V5011 R-159 5
1-1/4"xl-1/4"0/4" V5011 R-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"xl-1/4"0/4" V5011 R-201 5
1-1/2"xl-1/4"xl" V5011 R-202 5
1-1/2"xl-1/2"x3/4" V5011 R-210 25
1-1/2"xl-1/2"xl' V5011 R-211 25
Size
I •t NumberBox Qty.
Reducing Tees (continued)
1-1/2"xl-1/2"xl-1/4" V5011 R-212 5
1-1/2"xl-1/2"x2" V5011 R-213 5
2"x2"x3/4" V5011 R-248 2
2"x2"xl" V5011 R-249 10
2"x2"xl-1/4" V5011R-250 2
2"x2"xl-1/2" V5011 R-251 2
2-1/2"x2-1/2"x l" V5011 R-289 1
2-1/2"x2-1/2"x1-1/4" V5011R-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
Reducing Tee
-( 3
www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions.
Size
3/4"
Part NumberBox
V5007-007
Qty.
250
V5007-010 100
1-1/4" V5007-012 25
1-1/2" V5007-015 25
V5007-020 10
900 Elbow
Cross
Standard Fittings continued from Page 1
450 Elbow
Coupling
Size Part Number
3/4" V5035-007
m.ii
10
1" V5035-010 100
1-1/4" V5035-012 5
1-1/2" V5035-015 6
2" V5035-020 4
3/4"
Size Part I
V5001-007
Box I.11I
250
1" V5001-010 100
1-1/4" V5001-012 25
1-1/2" V5001-015 25
Size I Part Number I Box Qty.
Cross (continued)
2-1/2" V5035-025 4
3" V5035-030 1
1"xl"x3/4"x3/4" V503511-131 10
Size I Part Number I Box Qty.
Coupling (continued)
V5001-020 10
2-1/2" V5001-025 1
V5001-030
Reducing Coupling
Bushing
Size •;iaiNumber
lx 3/4" V5018-131
Box 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 5
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 Part Number
—1
Box Qty.
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
V5018-339 1
Cap
www.vikinggroupinc.com
Sprinkler Head Adapters
BRASTIC° Sprinkler Size Part Number Box QtY.
Head Adapter
3/4" x 1/2" V5003SBT-101 1 100
1" x 1/2" V5003SBT-130 50
* Brass starter thread molded into plastic, virtually eliminating cross-threading.
Female Sprinkler Head Siz, Part Number Box Qty. Adapter with Metal
Thread Insert 3/4" x 1/2" V5003SB1-101 100
C*j
1" x 1/2" V50035B1-130 50
1" x 3/4" V50035B1-131 10
Spigot Female Sprinkler
,,• Part Number Box QtY. Head Adapter with Metal
Thread Insert 3/4" X 1/2" V500325B1-101 1 100
1" x 1/2" V50032SBI-130r 50
Metal Thread Insert
Sprinkler Head 90 with Size
3/4" x 1/2"
Part Number
V50073SB1-101
I Box QtY.
100
1" x 1/2" V500735B1-130 50
1" x 3/4" V500735B1-131 10
1-1/4" x 1/2" V50073S81-166 5
Sprinkler Head Tee with
Metal Thread Insert
(7)
Size Part
lxix)"
Number
V5012SB1-010
IBox Qty.
50
3/4"x3/4"xl/2" V50125B1-101 10
1"xl"xl/2" V50125B1-130 50
1-1/4"xl-1/4"xi/2" V50125B1-166 5
1-1/2"xl-1/2"xl/2" V5012SBI-209 5
2"x2"x1/2" V5012SBl-247 2
Size Part Number I Box Qty.
Sprinkler Head Tee w/Metal Thread Inserts (continued)
1"x3/4"xl/2" V5012RSBl-124 10
1-1/4"xl"xi/2" V5012R5B1-156 5
1-1/2"xl-1/4"xl/2" V5012RSBl-199 5
2"xl-1/2"xi/2" V5012RSB1-237 2
1 x1/2 x1* V5014RSBl122* 10
*Socket x FIPT x Socket
Sprinkler Head Back to Size Part Number Box Qty. Back Cross with Metal
Thread Insert ix1"x1/2"x1/2" 1-1/8" V503535815-130 1
IxI xi/2 xl/2 1-15/16" V503535B1L 130 1
Back to Back Tee with Size Part Number
Metal Threads Insert 1/2"xl/2"xl" 1-1/8" V5011335B1S-075 48
(5
1/2 xl/2 xl 1-15/16" V501133SB1L075 48
Test Plug
1/2" V450-005 1 50
Size Part Number Box Qty.
~J
www.vikiriggroupinc.com
Size I Part Number I Box Qty.
Standard Union (continued)
V5033E-020 1
2-1/2" V5033E-025 1
V5033E-030 1
Standard Union
Transition Fittings
Female Adapter with Size Part Box Qty. I Size Part Number I Box Qty.
Metal Thread Insert 3/4" V5003B1-007 10 Female Adapter w/Metal Thread Inserts (continued)
1" V5003Bl-010 50 1-1/2" V5003131-015 5
1-1/4' V5003B1-012 5 2" V5003131-020 2
Spigot Female Adapter '' Part Number I!Wj
with Metal Thread Insert 3/4" V50032B1-007 10
1" V50032Bl-010 10
Male Adapter with ire Part Number Box Qty. Size Part Number Box Qty.
Metal Thread Insert 3/4" V5004B1-007 10 Male Adapter w/Metal Thread Inserts (continued)
1" V5004Bl-010 10 1-1/2" V5004B1-015 5
1-1/4" V5004B1-012 5 2" V500481-020 2
C ~J,11'
Grooved Coupling Size Part Number Box Qty. 'Ire Part Number Box Qty.
Adapter 1-1/4" V5001 G-012 30 Grooved Coupling Adapter (continued)
1-1/2" V5001 G-015 25 2-1/2" V5001G-025 10
[ 2" V5001 G-020 15 3" V5001 G-030 8
Accessories
Solvent Cement Size I Part Number I Box Qty
Quart V5097Q M12
Pint V5097P
Dauber Size Box Qty
Small V5093-S 100
Large V5093-L 100
Size Part Number Box Qty
771
Size Part Number Box Qty
Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions.
c®us <e> @ APPROVED www.vikinggroupinc.com
September 2010
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 (NP Mechanical, Inc.) 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): (See attached.
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 Test':
Pitot Tube Reading: Corresponding Flow: GPM
Total Flow: 3,750 GPM Residual Pressure 66 PSI
At peak demand, this water system is capable of providing a fire flow discharge @ 20 psi of greater than 8,000 GPM.
However the velocity exceeds the maximum criteria of 10 fps. Therefore, the maximum available fire flow for this
location is 3,750 GPM.
Test to be performed as close as possible to the time the most conservative flows and 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:Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable):C69606
Signature: /1/z.O
Title/Org:ect Manager Date: 7/7/2017
Confidential Page 1 7/11/2017
NP Mechanical Inc.
9225 SteUCoiit Stm A
Camrka, C& 92883
July 11, 2017
D. Grubb
Dennis Grubb and Associates, LLC
6550 Van Buren Blvd, Ste E
Riverside, CA 92503
Hello,
In regards to the correction sheet you provided for Cypress at the preserve the following
corrections have been made:
Provided new water flow.
Hydraulic calculations have been revised accordingly. (See FP2)
If you have any questions feel free to call me at any time.
Juan Aguirre
Fire Sprinkler Engineer
NP Mechanical Inc.
951-667-4220 Ext. 351
9225 Stellar Ste. A Court Corona, CA. 92883 0 T (951) 667-4220 0 F (951) 667-4216 0 www.np-mechanical.com
Dennis Grubb and Associates, LLC
Assisting Cities Build Safe Communities
PLAN CORRECTIONS (FIRE)
DGA#: C7217 Carlsbad Permit#: FPR20I7-0255 Checked by: D. Grubb
Jurisdiction: Carlsbad Applicant: NP Mechanical Phone#: 951-454-2107
Date of Review:6/30/1 7 Project Name: Cypress at the Preserve
Project Address: 3242 Candelas St
The plans submitted for the project referenced above have been reviewed. The
following information is needed to show compliance with the 2016 California Building
and Fire Codes (CBC and CFC), and other codes as adopted and amended by state
regulation and the City of Carlsbad. It will be necessary to reevaluate the project after
the receipt of additional information as specified below.
INSTRUCTIONS
Resubmit three sets of the revised plans along with one set of the original plans.
Provide a written response for each correction on this correction list. You may write
directly on this list, or you may provide a separate "Response List" which addresses
each correction item by item.
Incorporate all corrections into the blue/black line drawings; cloud or call out all
corrections.
Return plans to Dennis Grubb & Associates, 6550 Van Buren Blvd, Ste E, Riverside,
CA. 92503
CORRECTIONS
ON THE PLANS THE FOLLOWING SHALL BE PROVIDED:
The water flow test report is over 12 months old. Provide a water flow report
within the last 12 months. Revise hydraulic calculations accordingly.
6550 Van Buren Blvd, Ste E, Riverside, CA. 92503
(800) 975-7395 * (951)772-0007