HomeMy WebLinkAbout165 CHINQUAPIN AVE; ; FPR2016-0010; Permitiaiii :1 1I.]I
(7city of
Carlsbad
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Print Date: 07/27/2022
Job Address: 165 CHINQUAPIN AV, CARLSBAD, CA 92008
Permit Type: FIRE-Construction Residential Work Class:
Parcel #: 2060700203 Track #:
Valuation: $418,054.00 Lot #:
Occupancy Group: Project #:
#of Dwelling Units: Plan #:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check #:
Plan Check U:
Permit No: FPR2016-0010
Status: Closed - Finaled
Single Family Fire Sprinkli
Applied: 11/22/2016
Issued: 12/07/2016
DEV14049 Finaled Close Out: 03/29/2021
Final Inspection:
INSPECTOR: Fieri, Dominic
Stowe, Daniel
Project Title: CARLSBAD LAGOON HOMES
Description: CARLSBAD LAGOON HOMES - 165 CHINQUAPIN /1 NFPA13D NEW SPRINKLER SYSTEM
165, 171, 175 CHINQUAPIN AVE (3) SEPERATE SYSTEMS - ALL ON ONE PLAN - P/C FEES POSTED TO THIS PERMIT
FPContractor:
RESIDENTIAL FIRE SYSTEMS INC-INACTIVE
8085 E. CRYSTAL DR
ANAHEIM, CA 92807
(714) 666-8450
FEE AMOUNT
FIRE NFPA 13D Single Family System (lnsp/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
RESIDENTIAL FIRE SYSTEMS, INC.
8085 E. CRYSTAL DRIVE
ANAHEIM,CA 92807
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
CHIN 2
CARLSBAD, CA
175 CHINQUAPIN AVE. (HOUSE 1)
BEDROOM 4
2HD CALC (16X16)
Date: 11/17/2016
File No: 10346
Data File Name: House 1-(2HD) .rdf
SPRINKLER SPACING
256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (16x16) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 1.101 in. Drop: K=4.84 (Incl. 1 Tee)
0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: 11/04/2016 By: CARLSBAD M.W.D.
Static: 78.0 psi Resid: 20.0 psi Flow:1500.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 7
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 13.0 7.0 25 18.0 78.0 44.2
2 13.0 7.0 25 31.9 78.0 57.1
REVIEWING AUTHORITY
CARLSBAD FIRE DEPARTMENT
TILE COPY
RESULTS OF ANALYSIS
PIPE & NODE DATA * FLOW ANALYSIS
* 1 sprinkler flowing * 2 sprinklers flowing
FIXD * *
P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT
HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI)
----------------------------------* ---------------------*
1 17.00 17.00 --1--------1 -4.0 SRCE 18.0 3.25 44.2 ---- 31.9 9.40 57.1
150 0.995 18.5 ---- 2 -2.0 ---- ---- 7.4 0.87 40.0 ---- 13.2 0.87 46.8
2 1.00 ------- -4.0 2 -2.0 ---- ---- 18.0 0.09 40.0 ---- 31.9 0.26 46.8
150 0.995 0.0 ---- 3 -2.0 ---- ---- 7.4 0.00 36.0 ---- 13.2 0.00 42.6
3 2.00 -----------3 -2.0 ---- ---- 18.0 0.02 36.0 ---- 31.9 0.05 42.6
150 1.598 0.0 ---- 4 -2.0 ---- ---- 2.9 0.00 35.9 ---- 5.1 0.00 42.5
4 1.00 ------- -5.0 4 -2.0 ---- ---- 18.0 0.01 35.9 ---- 31.9 0.03 42.5
150 1.598 0.0 ---- 5 -2.0 ---- ---- 2.9 0.00 30.9 ---- 5.1 0.00 37.5
5 40.00 4-1--i-----5 -2.0 ---- ---- 18.0 0.64 30.9 ---- 31.9 1.85 37.5
150 1.598 30.0 ---- 6 -2.0 ---- ---- 2.9 0.00 30.3 ---- 5.1 0.00 35.6
6 6.00 -1---------6 -2.0 ---- ---- 18.0 0.12 30.3 ---- 31.9 0.35 35.6
150 1.505 4.0 ---- 7 2.0 -5 5 3.2 1.73 28.4 5 5.8 1.73 33.6
7 2.00 ---2-------7 2.0 -5 5 13.0 0.12 28.4 5 26.9 0.47 33.6
150 1.101 2.0 ---- 8 8.0 ---- ---- 4.4 2.60 25.7 ---- 9.1 2.60 30.5
8 2.00 -----------8 8.0 ---- ---- 13.0 0.06 25.7 ---- 26.9 0.24 30.5
150 1.101 0.0 ---- 9 10.0 ---- ---- 4.4 0.87 24.8 ---- 9.1 0.87 29.4
9 7.30 -11--------9 10.0 ---- ---- 13.0 0.59 24.8 ---- 26.9 2.28 29.4
150 1.101 12.0 ---- 10 10.0 ---- ---- 4.4 0.00 24.2 ---- 9.1 0.00 27.1
10 1.20 --1--------10 10.0 ---- ---- 7.6 0.15 24.2 ---- 14.7 0.50 27.1
150 0.874 3.0 ---- 11 10.0 ---- ---- 4.1 0.00 24.0 ---- 7.9 0.00 26.6
11 1.20 -----------10 10.0 ---- ---- 5.4 0.02 24.2 ---- 12.2 0.10 27.1
150 0.874 0.0 ---- 12 10.0 ---- ---- 2.9 0.00 24.2 ---- 6.5 0.00 27.0
12 14.80 2-1--------12 10.0 ---- ---- 5.4 0.36 24.2 ---- 12.2 1.66 27.0
150 0.874 5.0 ---- 13 10.0 ---- ---- 2.9 0.00 23.8 ---- 6.5 0.00 25.3
13 10.00 -1---------11 10.0 ---- ---- 7.6 0.60 24.0 ---- 14.7 2.03 26.6
150 0.874 7.0 ---- 14 20.0 ---- ---- 4.1 4.33 19.1 ---- 7.9 4.33 20.2
14 6.60 -1---------14 20.0 ---- ---- 7.6 0.48 19.1 ---- 14.7 1.62 20.2
150 0.874 7.0 ---- 15 20.0 ---- ---- 4.1 0.00 18.6 ---- 7.9 0.00 18.6
15 19.90 4222-------15 20.0 ---- ---- 13.0 4.33 18.6 ---- 13.0 4.33 18.6
150 0.874 26.0 ---- 16 20.0 ---- ---- 7.0 0.00 14.3 ---- 7.0 0.00 14.3
16 2.00 --1--------15 20.0 ---- ---- -5.4 0.09 18.6 ---- 1.7 0.01 18.6
150 0.874 3.0 ---- 17 20.0 ---- ---- 2.9 0.00 18.7 ---- 0.9 0.00 18.6
17 7.30 --12-------17 20.0 ---- ---- -5.4 0.23 18.7 ---- 1.7 0.03 18.6
150 0.874 5.0 ---- 18 20.0 ---- ---- 2.9 0.00 18.9 ---- 0.9 0.00 18.6
18 0.50 --1 - 18 20.0 - 0.0 0.00 18.9 ---- 13.9 0.38 18.6
150 0.874 3.0 ---- 19 20.0 - 0.0 0.00 18.9 ---- 7.5 0.00 18.2
19 2.90 -1---------18 20.0 ---- ---- -5.4 0.18 18.9 ---- -12.2 0.83 18.6
150 0.874 7.0 ---- 20 20.0 ---- ---- 2.9 0.00 19.1 ---- 6.5 0.00 19.4
20 14.30 2--2-------17 20.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 18.6
150 0.874 4.0 ---- 21 20.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 18.6
21 14.20 2121-------21 20.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 18.6
150 0.874 16.0 ---- 22 20.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 18.6
22 11.70 23---------21 20.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 18.6
150 0.874 23.0 ---- 23 20.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 18.6
23 10.00 21---------13 10.0 ---- ---- 5.4 0.35 23.8 ---- 12.2 1.59 25.3
150 0.874 9.0 ---- 20 20.0 ---- ---- 2.9 4.33 19.1 ---- 6.5 4.33 19.4
24 10.00 21---------16 20.0 ---- ---- 13.0 1.79 14.3 ---- 13.0 1.79 14.3
150 0.874 9.0 ---- 24 30.0 ---- ---- 7.0 4.33 8.2 ---- 7.0 4.33 8.2
25 5.00 -1---------24 30.0 ---- ---- 13.0 1.13 8.2 ---- 13.0 1.13 8.2
150 0.874 7.0 ---- 25 30.0 4.90 13.0 7.0 0.00 7.0 13.0 7.0 0.00 7.0
26 10.00 21---------19 20.0 ---- ---- 0.0 0.00 18.9 ---- 13.9 2.04 18.2
150 0.874 9.0 ---- 26 30.0 ---- ---- 0.0 4.33 14.6 ---- 7.5 4.33 11.8
27 11.70 23---------26 30.0 ---- ---- 0.0 0.00 14.6 ---- 13.9 3.73 11.8
150 0.874 23.0 ---- 27 30.0 4.90 ---- 0.0 0.00 14.6 13.9 7.5 0.00 8.1
28 10.00 -1---------23 20.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 18.6
150 0.874 7.0 ---- 28 30.0 ---- ---- 0.0 4.33 14.4 ---- 0.0 4.33 14.3
29 4.20 -1---------28 30.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 14.3
150 0.874 7.0 ---- 29 30.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 14.3
30 10.00 21---------22 20.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 18.6 -
150 0.874 9.0 ---- 30 30.0 ---- ---- 0.0 4.33 14.4 ---- 0.0 4.33 14.3
31 3.50 -1---------30 30.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 14.3
150 0.874 7.0 ---- 31 30.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 14.3
Node Notes
Pipe Notes
Fitting Code Letters:
E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.6.0 computer program (License No. 38061304
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.07 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.01 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 57.1 psi and a 7 minute flow of 224 gal. and a 10 minute flow of 319.5 gallons.
The minimum pressure at any node is 7.0 psi at node 25.
Under full flow conditions the minimum source pressure is 20.0 psi with a minimum
of 77.9 psi and a 7 minute flow of 280 gal. and a 10 minute flow of 400.0 gallons.
The minimum pressure at any node is 12.1 psi at node 25.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
RESIDENTIAL FIRE SYSTEMS, INC.
8085 E. CRYSTAL DRIVE
ANAHEIM,CA 92807
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
CHIN 2
CARLSBAD, CA
175 CHINQUAPIN AVE. (HOUSE 1)
FLEX SPACE
2HD CALC (16X16)
Date: 11/17/2016
File No: 10346
Data File Name: House 1-(2HD--FLEX SPACE).rdf
SPRINKLER SPACING
256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (16x16) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 1.101 in. Drop: K=4.84 (Incl. 1 Tee)
0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: 11/04/2016 By: CARLSBAD M.W.D.
Static: 78.0 psi Resid: 20.0 psi Flow:1500.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 7
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 13.0 7.0 29 18.0 78.0 44.6
2 13.0 7.0 29 31.2 78.0 61.9
REVIEWING AUTHORITY
CARLSBAD FIRE DEPARTMENT
RESULTS OF ANALYSIS
PIPE & NODE DATA * FLOW ANALYSIS
* 1 sprinkler flowing * 2 sprinklers flowing
FIXD * *
F 4t LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT
HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI)
1 17.00 --1--------1 -4.0 SRCE 18.0 3.24 44.6 ---- 31.1 8.97 61.9
150 0.995 18.5 ---- 2 -2.0 ---- ---- 7.4 0.87 40.5 ---- 12.8 0.87 52.1
2 1.00 ------- -4.0 2 -2.0 ---- ---- 18.0 0.09 40.5 ---- 31.2 0.25 52.1
150 0.995 0.0 ---- 3 -2.0 ---- ---- 7.4 0.00 36.4 ---- 12.9 0.00 47.8
3 2.00 -----------3 -2.0 ---- ---- 18.0 0.02 36.4 ---- 31.2 0.05 47.8
150 1.598 0.0 ---- 4 -2.0 ---- ---- 2.9 0.00 36.4 ---- 5.0 0.00 47.8
4 1.00 ------- -5.0 4 -2.0 ---- ---- 18.0 0.01 36.4 ---- 31.2 0.03 47.8
150 1.598 0.0 ---- 5 -2.0 ---- ---- 2.9 0.00 31.4 ---- 5.0 0.00 42.8
5 40.00 4-1--i-----5 -2.0 ---- ---- 18.0 0.64 31.4 ---- 31.2 1.76 42.8
150 1.598 30.0 ---- 6 -2.0 ---- ---- 2.9 0.00 30.8 ---- 5.0 0.00 41.0
6 6.00 -l---------6 -2.0 ---- ---- 18.0 0.12 30.8 ---- 31.2 0.34 41.0
150 1.505 4.0 ---- 7 2.0 -5 5 3.2 1.73 28.9 5 5.6 1.73 38.9
7 2.00 ---2-------7 2.0 -5 5 13.0 0.12 28.9 5 26.2 0.45 38.9
150 1.101 2.0 ---- 8 8.0 ---- ---- 4.4 2.60 26.2 ---- 8.8 2.60 35.9
8 2.00 -----------8 8.0 ---- ---- 13.0 0.06 26.2 ---- 26.2 0.22 35.9
150 1.101 0.0 ---- 9 10.0 ---- ---- 4.4 0.87 25.2 ---- 8.8 0.87 34.8
9 7.30 -11--------9 10.0 ---- ---- 13.0 0.59 25.2 ---- 26.2 2.16 34.8
150 1.101 12.0 ---- 10 10.0 ---- ---- 4.4 0.00 24.7 ---- 8.8 0.00 32.6
10 1.20 --1--------10 10.0 ---- ---- 7.3 0.14 24.7 ---- 14.7 0.49 32.6
lEO 0.874 3.0 ---- ii 10.0 ---- ---- 3.9 0.00 24.5 ---- 7.8 0.00 32.1
ii 1.20 -----------10 10.0 ---- ---- 5.7 0.02 24.7 ---- 11.5 0.09 32.6
150 0.874 0.0 ---- 12 10.0 ---- ---- 3.1 0.00 24.6 ---- 6.2 0.00 32.5
12 14.80 2-1--------12 10.0 ---- ---- 5.7 0.41 24.6 ---- 11.5 1.49 32.5
150 0.874 5.0 ---- 13 10.0 ---- ---- 3.1 0.00 24.2 ---- 6.2 0.00 31.0
13 10.00 -i---------11 10.0 ---- ---- 7.3 0.55 24.5 ---- 14.7 2.00 32.1
150 0.874 7.0 ---- 14 20.0 ---- ---- 3.9 4.33 19.6 ---- 7.8 4.33 25.8
14 6.60 -l---------14 20.0 --------
150 0.874 7.0 ---- 15 20.0 --------
15 19.90 4222-------15 20.0 --------
150 0.874 26.0 ---- 16 20.0 --------
15 2.00 --1--------15 20.0 --------
150 0.874 3.0 ---- 17 20.0 --------
7.3 0.44 19.6 ---- 14.7 1.60 25.8
3.9 0.00 19.2 ---- 7.8 0.00 24.2
0.0 0.00 19.2 ---- 0.0 0.00 24.2
0.0 0.00 19.2 ---- 0.0 0.00 24.2
7.3 0.16 19.2 ---- 14.7 0.59 24.2
3.9 0.00 19.0 ---- 7.8 0.00 23.6
17 7.30 --12-------17 20.0 ---- ---- -5.7 0.25 19.0 -----11.5 0.93 23.6
150 0.874 5.0 ---- 18 20.0 ---- ---- 3.1 0.00 19.3 ---- 6.2 0.00 24.5
18 0.50 --1 - 18 20.0 0.0 0.00 19.3 ---- 0.0 0.00 24.5
150 0.874 3.0 ---- 19 20.0 ---- ---- 0.0 0.00 19.3 ---- 0.0 0.00 24.5
19 2.90 -1---------18 20.0 ---- ---- -5.7 0.20 19.3 -----11.5 0.75 24.5
150 0.874 7.0 ---- 20 20.0 ---- ---- 3.1 0.00 19.5 ---- 6.2 0.00 25.3
20 14.30 2--2-------17 20.0 ---- ---- 13.0 1.73 19.0 ---- 26.2 6.30 23.6
150 0.874 4.0 ---- 21 20.0 ---- ---- 7.0 0.00 17.3 ---- 14.0 0.00 17.3
21 14.20 2121-------21 20.0 ---- ---- 0.0 0.00 17.3 ---- 13.2 2.92 17.3
150 0.874 16.0 ---- 22 20.0 ---- ---- 0.0 0.00 17.3 ---- 7.0 0.00 14.4
22 11.70 23---------21 20.0 ---- ---- 13.0 3.28 17.3 ---- 13.0 3.28 17.3
150 0.874 23.0 ---- 23 20.0 ---- ---- 7.0 0.00 14.0 ---- 7.0 0.00 14.0
23 10.00 21---------13 10.0 ---- ---- 5.7 0.39 24.2 ---- 11.5 1.43 31.0
150 0.874 9.0 ---- 20 20.0 ---- ---- 3.1 4.33 19.5 ---- 6.2 4.33 25.3
24 10.00 21---------16 20.0 ---- ---- 0.0 0.00 19.2 ---- 0.0 0.00 24.2
150 0.874 9.0 ---- 24 30.0 ---- ---- 0.0 4.33 14.9 ---- 0.0 4.33 19.9
25 5.00 -1---------24 30.0 ---- ---- 0.0 0.00 14.9 ---- 0.0 0.00 19.9
150 0.874 7.0 ---- 25 30.0 ---- ---- 0.0 0.00 14.9 ---- 0.0 0.00 19.9
26 10.00 21---------19 20.0 ---- ---- 0.0 0.00 19.3 ---- 0.0 0.00 24.5
150 0.874 9.0 ---- 26 30.0 ---- ---- 0.0 4.33 15.0 ---- 0.0 4.33 20.2
27 11.70 23---------26 30.0 ---- ---- 0.0 0.00 15.0 ---- 0.0 0.00 20.2
150 0.874 23.0 ---- 27 30.0 ---- ---- 0.0 0.00 15.0 ---- 0.0 0.00 20.2
28 10.00 -1---------23 20.0 ---- ---- 13.0 1.60 14.0 ---- 13.0 1.60 14.0
150 0.874 7.0 ---- 28 30.0 ---- ---- 7.0 4.33 8.1 ---- 7.0 4.33 8.1
29 4.20 -1---------28 30.0 ---- ---- 13.0 1.06 8.1 ---- 13.0 1.06 8.1
150 0.874 7.0 ---- 29 30.0 4.90 13.0 7.0 0.00 7.0 13.0 7.0 0.00 7.0
30 10.00 21---------22 20.0 ---- ---- 0.0 0.00 17.3 ---- 13.2 1.83 14.4
150 0.874 9.0 ---- 30 30.0 ---- ---- 0.0 4.33 13.0 ---- 7.0 4.33 8.2
31 3.50 -1---------30 30.0 ---- ---- 0.0 0.00 13.0 ---- 13.2 1.01 8.2
150 0.874 7.0 ---- 31 30.0 4.90 ---- 0.0 0.00 13.0 13.2 7.0 0.00 7.2
Node Notes
Pipe Notes
Fitting Code Letters:
E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatViv, X= X, Y= Y, Z= Z
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.6.0 computer program (License No. 38061304
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.12 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.11 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 61.9 psi and a 7 minute flow of 218 gal. and a 10 minute flow of 311.6 gallons.
The minimum pressure at any node is 7.0 psi at node 29.
Under full flow conditions the minimum source pressure is 20.0 psi with a minimum
of 77.9 psi and a 7 minute flow of 252 gal. and a 10 minute flow of 360.0 gallons.
The minimum pressure at any node is 10.4 psi at node 29.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
RESIDENTIAL FIRE SYSTEMS, INC.
8085 E. CRYSTAL DRIVE
ANAHEIM,CA 92807
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
CHIN 2
CARLSBAD, CA
171 CHINQUAPIN AVE. (HOUSE 2)
FLEX SPACE
2HD CALC (16X16)
Date: 11/17/2016
File No: 10346
Data File Name: House 2-(2HD) .rdf
SPRINKLER SPACING
256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft.
Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (16x16) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 1.101 in. Drop: K=4.84 (Incl. 1 Tee)
0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: 11/04/2016 By: CARLSBAD M.W.D.
Static: 78.0 psi Resid: 20.0 psi Flow:1500.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 7
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 13.0 7.0 22 18.0 78.0 40.5
2 13.0 7.0 22 31.6 78.0 60.7
REVIEWING AUTHORITY
CARLSBAD FIRE DEPARTMENT
RESULTS OF ANALYSIS
PIPE & NODE DATA * FLOW ANALYSIS
* 1 sprinkler flowing * 2 sprinklers flowing
FIXD * *
P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT
HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI)
====================================* =====================* =====================
1 17.00 --1--------1 -4.0 SRCE 18.0 3.24 40.5 ---- 31.5 9.18 60.7
150 0.995 18.5 ---- 2 -2.0 ---- ---- 7.4 0.87 36.4 ---- 13.0 0.87 50.6
2 1.00 ------- -4.0 2 -2.0 ---- ---- 18.0 0.09 36.4 ---- 31.6 0.26 50.6
150 0.995 0.0 ---- 3 -2.0 ---- ---- 7.4 0.00 32.3 ---- 13.0 0.00 46.4
3 2.00 -----------3 -2.0 ---- ---- 18.0 0.02 32.3 ---- 31.6 0.05 46.4
150 1.598 0.0 ---- 4 -2.0 ---- ---- 2.9 0.00 32.3 ---- 5.1 0.00 46.3
4 1.00 ------- -5.0 4 -2.0 ---- ---- 18.0 0.01 32.3 ---- 31.6 0.03 46.3
150 1.598 0.0 ---- 5 -2.0 ---- ---- 2.9 0.00 27.3 ---- 5.1 0.00 41.3
5 40.00 4-1--i-----5 -2.0 ---- ---- 18.0 0.64 27.3 ---- 31.6 1.81 41.3
150 1.598 30.0 ---- 6 -2.0 ---- ---- 2.9 0.00 26.7 ---- 5.1 0.00 39.5
6 6.00 -1---------6 -2.0 ---- ---- 18.0 0.12 26.7 ---- 31.6 0.35 39.5
150 1.505 4.0 ---- 7 2.0 -5 5 3.2 1.73 24.8 5 5.7 1.73 37.4
7 2.00 ---2-------7 2.0 -5 5 13.0 0.12 24.8 5 26.6 0.46 37.4
150 1.101 2.0 ---- 8 8.0 ---- ---- 4.4 2.60 22.1 ---- 9.0 2.60 34.4
8 2.00 -----------8 8.0 ---- ---- 13.0 0.06 22.1 ---- 26.6 0.23 34.4
150 1.101 0.0 ---- 9 10.0 ---- ---- 4.4 0.87 21.2 ---- 9.0 0.87 33.3
9 25.80 4213-------9 10.0 ---- ---- 13.0 0.57 21.2 ---- 26.6 2.14 33.3
150 1.394 33.0 ---- 10 10.0 ---- ---- 2.7 0.00 20.6 ---- 5.6 0.00 31.1
10 1.00 -11--------10 10.0 ---- ---- 0.0 0.00 20.6 ---- 0.0 0.00 31.1
150 1.101 12.0 ---- 11 10.0 ---- ---- 0.0 0.00 20.6 ---- 0.0 0.00 31.1
11 13.75 2-11-------10 10.0 ---- ---- 13.0 0.24 20.6 ---- 26.6 0.90 31.1
150 1.394 11.0 ---- 50 10.0 ---- ---- 2.7 0.00 20.3 ---- 5.6 0.00 30.2
22 31.00 42-4-------50 10.0 ---- ---- 13.0 0.57 20.3 ---- 26.6 2.15 30.2
150 1.394 28.0 ---- 12 10.0 ---- ---- 2.7 0.00 19.8 ---- 5.6 0.00 28.1
23 25.68 412--------50 10.0 ---- ---- 0.0 0.00 20.3 ---- 0.0 0.00 30.2
150 1.101 21.0 ---- 51 10.0 ---- ---- 0.0 0.00 20.3 ---- 0.0 0.00 30.2
12 10.00 -1---------11 10.0 ---- ---- 0.0 0.00 20.6 ---- 0.0 0.00 31.1
150 1.101 7.0 ---- 13 20.0 ---- ---- 0.0 4.33 16.3 ---- 0.0 4.33 26.8
13 4.25 --12-------13 20.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 26.8
150 1.101 7.0 ---- 52 20.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 26.8
24 47.75 6334-------52 20.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 26.8
150 1.101 46.0 ---- 53 20.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 26.8
25 7.75 -1-1-------52 20.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 26.8
150 1.101 8.0 ---- 14 20.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 26.8
14 10.00 21 - 12 10.0 13.0 0.58 19.8 ---- 26.6 2.19 28.1
150 1.101 9.0 ---- 15 20.0 ---- ---- 4.4 4.33 14.9 ---- 9.0 4.33 21.5
15 14.50 23-1-------15 20.0 ---- ---- 13.0 1.18 14.9 ---- 26.6 4.43 21.5
150 1.101 24.0 ---- 16 20.0 ---- ---- 4.4 0.00 13.7 ---- 9.0 0.00 17.1
16 10.00 21---------14 20.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 26.8
150 1.101 9.0 ---- 17 30.0 ---- ---- 0.0 4.33 11.9 ---- 0.0 4.33 22.5
17 2.50 -1-1-------17 30.0 ---- ---- 0.0 0.00 11.9 ---- 0.0 0.00 22.5
150 1.101 8.0 ---- 18 30.0 ---- ---- 0.0 0.00 11.9 ---- 0.0 0.00 22.5
18 10.00 21---------16 20.0 ---- ---- 13.0 0.58 13.7 ---- 26.6 2.19 17.1
150 1.101 9.0 ---- 19 30.0 ---- ---- 4.4 4.33 8.8 ---- 9.0 4.33 10.6
19 7.80 -2---------19 30.0 ---- ---- 13.0 0.67 8.8 ---- 26.6 2.51 10.6
150 1.101 14.0 ---- 20 30.0 ---- ---- 4.4 0.00 8.1 ---- 9.0 0.00 8.1
20 0.70 -11--------20 30.0 ---- ---- 0.0 0.00 8.1 ---- 13.6 0.42 8.1
150 1.101 12.0 ---- 21 30.0 4.90 ---- 0.0 0.00 8.1 13.6 4.6 0.00 7.7
21 18.30 22---------20 30.0 ---- ---- 13.0 1.05 8.1 ---- 13.0 1.05 8.1
150 1.101 16.0 ---- 22 30.0 4.90 13.0 4.4 0.00 7.0 13.0 4.4 0.00 7.0
Node Notes
Pipe Notes
Fitting Code Letters:
E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Coupig, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.6.0 computer program (License No. 38061304
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.15 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.13 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 60.7 psi and a 7 minute flow of 221 gal. and a 10 minute flow of 315.7 gallons.
The minimum pressure at any node is 7.0 psi at node 22.
Under full flow conditions the minimum source pressure is 20.0 psi with a minimum
of 77.9 psi and a 7 minute flow of 259 gal. and a 10 minute flow of 370.0 gallons.
The minimum pressure at any node is 10.8 psi at node 22.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
WATER SUPPLY CURVE
90+
82+
*\\\\\\\\\\\\\\A\\\\\\\\\\\\\\\\\\\\\\\\\\C\\\\\\\\\\\\\\\\\\\\\\\
75+
68+
P 60+
R I
E
S
S 52+
U
R I
E
45+
P I
S
I 38+
30+
23+
LEGEND
Static = 78.0 psi (fixed pressure)
15+
I (1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
I 78.0 psi 8 18.0 gpm 78.0 psi 8 31.6 gpm
7.5+
0 .0 ------------------- ------ +--------+--------+---------+-----------+
8 12 16 20 24 28 32 36 40
FLOW (GPM)
RESIDENTIAL FIRE SYSTEMS, INC.
8085 E. CRYSTAL DRIVE
ANAHEIM,CA 92807
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
CHIN 2
CARLSBAD, CA
171 CHINQUAPIN AVE. (HOUSE 2)
W.I.C.
1HD CALC (20X20)
Date: 11/17/2016
File No: 10346
Data File Name: House 2-(1HD).rdf
SPRINKLER SPACING
400.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 20.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (20x20) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 1.101 in. Drop: K=4.84 (Incl. 1 Tee)
0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: 11/04/2016 By: CARLSBAD M.W.D.
Static: 78.0 psi Resid: 20.0 psi Flow:1500.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 7
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 20.0 16.7 18 25.0 78.0 55.5
1 20.0 16.7 18 25.0 78.0 55.5
REVIEWING AUTHORITY
CARLSBAD FIRE DEPARTMENT
RESULTS OF ANALYSIS
PIPE & NODE DATA * FLOW ANALYSIS
* 1 sprinkler flowing * 1 sprinklers flowing
FIXD * *
P # LEN ELBRCSG LOSS END EL SF *DISCH FLOW PF PT *DISCH FLOW FF PT
HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL FE (PSI)
====================================* =====================* =====================
1 17.00 --1-------- 1 -4.0 SRCE ---- 25.0 5.97 55.5 ---- 25.0 5.97 55.5
150 0.995 18.5 ---- 2 -2.0 ---- ---- 10.3 0.87 48.7 ---- 10.3 0.87 48.7
2 1.00 ------- -4.0 2 -2.0 ---- ---- 25.0 0.17 48.7 ---- 25.0. 0.17 48.7
150 0.995 0.0 ---- 3 -2.0 ---- ---- 10.3 0.00 44.5 ---- 10.3 0.00 44.5
3 2.00 -----------3 -2.0 ---- ---- 25.0 0.03 44.5 ---- 25.0 0.03 44.5
150 1.598 0.0 ---- 4 -2.0 ---- ---- 4.0 0.00 44.5 ---- 4.0 0.00 44.5
4 1.00 ------- -5.0 4 -2.0 ---- ---- 25.0 0.02 44.5 ---- 25.0 0.02 44.5
150 1.598 0.0 ---- 5 -2.0 ---- ---- 4.0 0.00 39.5 ---- 4.0 0.00 39.5
5 40.00 4-1--l-----5 -2.0 ---- ---- 25.0 1.17 39.5 ---- 25.0 1.17 39.5
150 1.598 30.0 ---- 6 -2.0 ---- ---- 4.0 0.00 38.3 ---- 4.0 0.00 38.3
6 6.00 -l---------6 -2.0 ---- ---- 25.0 0.22 38.3 ---- 25.0 0.22 38.3
150 1.505 4.0 ---- 7 2.0 -5 5 4.5 1.73 36.4 5 4.5 1.73 36.4
7 2.00 ---2-------7 2.0 -5 5 20.0 0.27 36.4 5 20.0 0.27 36.4
150 1.101 2.0 ---- 8 8.0 ---- ---- 6.7 2.60 33.5 ---- 6.7 2.60 33.5
8 2.00 -----------8 8.0 ---- ---- 20.0 0.14 33.5 ---- 20.0 0.14 33.5
150 1.101 0.0 ---- 9 10.0 ---- ---- 6.7 0.87 32.5 ---- 6.7 0.87 32.5
9 25.80 4213-------9 10.0 ---- ---- 20.0 1.27 32.5 ---- 20.0 1.27 32.5
lEO 1.394 33.0 ---- 10 10.0 ---- ---- 4.2 0.00 31.2 ---- 4.2 0.00 31.2
10 1.00 -11--------10 10.0 ---- ---- 20.0 0.88 31.2 ---- 20.0 0.88 31.2
150 1.101 12.0 ---- 11 10.0 ---- ---- 6.7 0.00 30.3 ---- 6.7 0.00 30.3
11 13.75 2-11-------10 10.0 ---- ---- 0.0 0.00 31.2 ---- 0.0 0.00 31.2
150 1.394 11.0 ---- 50 10.0 ---- ---- 0.0 0.00 31.2 ---- 0.0 0.00 31.2
22 31.00 42-4-------50 10.0 ---- ---- 0.0 0.00 31.2 ---- 0.0 0.00 31.2
150 1.394 28.0 ---- 12 10.0 ---- ---- 0.0 0.00 31.2 ---- 0.0 0.00 31.2
23 25.68 412--------50 10.0 ---- ---- 0.0 0.00 31.2 ---- 0.0 0.00 31.2
150 1.101 21.0 ---- 51 10.0 ---- ---- 0.0 0.00 31.2 ---- 0.0 0.00 31.2
12 10.00 -l---------11 10.0 ---- ---- 20.0 1.16 30.3 ---- 20.0 1.16 30.3
153 1.101 7.0 ---- 13 20.0 ---- ---- 6.7 4.33 24.8 ---- 6.7 4.33 24.8
13 4.25 --12-------13 20.0 ---- ---- 20.0 0.77 24.8 ---- 20.0 0.77 24.8
150 1.101 7.0 ---- 52 20.0 ---- ---- 6.7 0.00 24.1 ---- 6.7 0.00 24.1
24 47.75 6334-------52 20.0 ---- ---- 0.0 0.00 24.1 ---- 0.0 0.00 24.1
150 1.101 46.0 ---- 53 20.0 ---- ---- 0.0 0.00 24.1 ---- 0.0 0.00 24.1
25 7.75 -1-1-------52 20.0 ---- ---- 20.0 1.07 24.1 ---- 20.0 1.07 24.1
150 1.101 8.0 ---- 14 20.0 ---- ---- 6.7 0.00 23.0 ---- 6.7 0.00 23.0
- 14 10.00 21 - 12 10.0 - 0.0 0.00 31.2 ---- 0.0 0.00 31.2
150 1.101 9.0 ---- 15 20.0 ---- ---- 0.0 4.33 26.9 ---- 0.0 4.33 26.9
15 14.50 23-1-------15 20.0 ---- ---- 0.0 0.00 26.9 ---- 0.0 0.00 26.9
150 1.101 24.0 ---- 16 20.0 ---- ---- 0.0 0.00 26.9 ---- 0.0 0.00 26.9
16 10.00 21---------14 20.0 ---- ---- 20.0 1.29 23.0 ---- 20.0 1.29 23.0
150 1.101 9.0 ---- 17 30.0 ---- ---- 6.7 4.33 17.4 ---- 6.7 4.33 17.4
17 2.50 -1-1-------17 30.0 ---- ---- 20.0 0.71 17.4 ---- 20.0 0.71 17.4
150 1.101 8.0 ---- 18 30.0 4.90 20.0 6.7 0.00 16.7 20.0 6.7 0.00 16.7
18 10.00 21---------16 20.0 ---- ---- 0.0 0.00 26.9 ---- 0.0 0.00 26.9
150 1.101 9.0 ---- 19 30.0 ---- ---- 0.0 4.33 22.5 ---- 0.0 4.33 22.5
19 7.80 -2---------19 30.0 ---- ---- 0.0 0.00 22.5 ---- 0.0 0.00 22.5
150 1.101 14.0 ---- 20 30.0 ---- ---- 0.0 0.00 22.5 ---- 0.0 0.00 22.5
20 0.70 -11--------20 30.0 ---- ---- 0.0 0.00 22.5 ---- 0.0 0.00 22.5
150 1.101 12.0 ---- 21 30.0 ---- ---- 0.0 0.00 22.5 ---- 0.0 0.00 22.5
21 18.30 22---------20 30.0 ---- ---- 0.0 0.00 22.5 ---- 0.0 0.00 22.5
150 1.101 16.0 ---- 22 30.0 ---- ---- 0.0 0.00 22.5 ---- 0.0 0.00 22.5
Node Notes
Pipe Notes
Fitting Code Letters:
E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.6.0 computer program (License No. 38061304
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.07 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.01 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 55.5 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons.
The minimum pressure at any node is 16.7 psi at node 18.
Under full flow conditions the minimum source pressure is 20.0 psi with a minimum
of 78.0 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310.0 gallons.
The minimum pressure at any node is 29.6 psi at node 18.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
WATER SUPPLY CURVE
90+
82+
75+
68+
P 60+
R I
E I
S I
S 52+
U I
R I
E I
45+
P I
S I
I 38+
30+
23+
LEGEND
Static = 78.0 psi (fixed pressure)
15+
I (1 sprinkler flowing) (1 sprinklers flowing)
A = Available Water Supply C = Available Water Supply
78.0 psi 8 25.0 gpm 78.0 psi 8 25.0 gpm
7.5+
0 .0 ------------------------------------------------------------------
8 12 16 20 24 28 32 36 40
FLOW (GPM)
I - RESIDENTIAL FIRE SYSTEMS, INC.
8085 E. CRYSTAL DRIVE
ANAHEIM,CA 92807
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
CHIN 2
CARLSBAD, CA
165 CHINQUAPIN AVE. (HOUSE 3)
FLEX SPACE
2HD CALC (16X16)
Date: 11/17/2016
File No: 10346
Data File Name: House 3-(2HD).rdf
SPRINKLER SPACING
256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft.
Mm. Dist. Bet. Spkirs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (16x16) K4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 1.101 in. Drop: K=4.84 (mci. 1 Tee)
0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Eli)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: 11/04/2016 By: CARLSBAD M.W.D.
Static: 78.0 psi Resid: 20.0 psi Flow:1500.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 7
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 13.0 7.0 25 18.0 78.0 40.5
2 13.0 7.0 25 31.6 78.0 61.3
REVIEWING AUTHORITY
CARLSBAD FIRE DEPARTMENT
RESULTS OF ANALYSIS
PIPE & NODE DATA * FLOP ANALYSIS
* 1 sprinkler flowing * 2 sprinklers flowing
FIXD * *
P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT
HP': DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI)
----------------------------------* ---------------------*
1 17.00 17.00 --1--------1 -4.0 SRCE 18.0 3.25 40.5 ---- 31.5 9.18 61.3
150 0.995 18.5 ---- 2 -2.0 ---- ---- 7.4 0.87 36.4 ---- 13.0 0.87 51.2
2 1.00 ------- -4.0 2 -2.0 ---- ---- 18.0 0.09 36.4 ---- 31.6 0.26 51.2
150 0.995 0.0 ---- 3 -2.0 ---- ---- 7.4 0.00 32.3 ---- 13.0 0.00 46.9
3 2.00 -----------3 -2.0 ---- ---- 18.0 0.02 32.3 ---- 31.6 0.05 46.9
150 1.598 0.0 ---- 4 -2.0 ---- ---- 2.9 0.00 32.3 ---- 5.0 0.00 46.9
4 1.00 ------- -5.0 4 -2.0 ---- ---- 18.0 0.01 32.3 ---- 31.6 0.03 46.9
150 1.598 0.0 ---- 5 -2.0 ---- ---- 2.9 0.00 27.3 ---- 5.0 0.00 41.9
5 40.00 4-1--i-----5 -2.0 ---- ---- 18.0 0.64 27.3 ---- 31.6 1.81 41.9
150 1.598 30.0 ---- 6 -2.0 ---- ---- 2.9 0.00 26.6 ---- 5.0 0.00 40.1
6 6.00 -1---------6 -2.0 ---- ---- 18.0 0.12 26.6 ---- 31.6 0.35 40.1
150 1.505 4.0 ---- 7 2.0 -5 5 3.2 1.73 24.8 5 5.7 1.73 38.0
7 2.00 ---2-------7 2.0 -5 5 13.0 0.12 24.8 5 26.6 0.46 38.0
150 1.101 2.0 ---- 8 8.0 ---- ---- 4.4 2.60 22.1 ---- 9.0 2.60 34.9
8 2.00 -----------8 8.0 ---- ---- 13.0 0.06 22.1 ---- 26.6 0.23 34.9
150 1.101 0.0 ---- 9 10.0 ---- ---- 4.4 0.87 21.1 ---- 9.0 0.87 33.8
9 14.50 2113-------9 10.0 ---- ---- 13.0 0.97 21.1 ---- 26.6 3.62 33.8
150 1.101 17.0 ---- 10 10.0 ---- ---- 4.4 0.00 20.2 ---- 9.0 0.00 30.2
10 0.75 --1--------10 10.0 ---- ---- 8.0 0.07 20.2 ---- 16.3 0.27 30.2
150 1.101 5.0 ---- 11 10.0 ---- ---- 2.7 0.00 20.1 ---- 5.5 0.00 29.9
11 30.58 4--3-------10 10.0 ---- ---- 5.0 0.20 20.2 ---- 10.3 0.75 30.2
150 1.101 7.0 ---- 12 10.0 ---- ---- 1.7 0.00 20.0 ---- 3.5 0.00 29.5
12 0.75 --1--------12 10.0 ---- ---- 3.4 0.01 20.0 ---- 7.0 0.06 29.5
150 1.101 5.0 ---- 13 10.0 ---- ---- 1.1 0.00 20.0 ---- 2.3 0.00 29.4
13 22.75 4-12-------12 10.0 ---- ---- 1.6 0.02 20.0 ---- 3.3 0.08 29.5
150 1.101 11.0 ---- 14 10.0 ---- ---- 0.5 0.00 19.9 ---- 1.1 0.00 29.4
15 10.00 -1---------11 10.0 ---- ---- 8.0 0.21 20.1 ---- 16.3 0.79 29.9
150 1.101 7.0 ---- 20 20.0 ---- ---- 2.7 4.33 15.6 ---- 5.5 4.33 24.8
16 10.00 -l---------13 10.0 ---- ---- 3.4 0.04 20.0 ---- 7.0 0.16 29.4
150 1.101 7.0 ---- 17 20.0 ---- ---- 1.1 4.33 15.6 ---- 2.3 4.33 24.9
17 10.00 21---------14 10.0 ---- ---- 1.6 0.01 19.9 ---- 3.3 0.05 29.4
150 1.101 9.0 ---- 15 20.0 ---- ---- 0.5 4.33 15.6 ---- 1.1 4.33 25.0
18 34.00 4314-------15 20.0 ---- ---- 1.6 0.04 15.6 ---- 3.3 0.17 25.0
15C 1.101 34.0 ---- 16 20.0 ---- ---- 0.5 0.00 15.6 ---- 1.1 0.00 24.8
I 19 0.75 -1 - 16 20.0 -3.4 0.02 15.6 -7.0 0.07 24.8
150 1.101 7.0 ---- 17 20.0 ---- ---- 1.1 0.00 15.6 ---- 2.3 0.00 24.9
20 34.00 41-1-------16 20.0 ---- ---- 5.0 0.24 15.6 ---- 10.3 0.91 24.8
150 1.101 12.0 ---- 18 20.0 ---- ---- 1.7 0.00 15.3 ---- 3.5 0.00 23.9
21 0.25 ---1-------18 20.0 ---- ---- -8.0 0.02 15.3 -----16.3 0.06 23.9
150 1.101 1.0 ---- 19 20.0 ---- ---- 2.7 0.00 15.3 ---- 5.5 0.00 24.0
22 8.00 --2--------19 20.0 ---- ---- -8.0 0.22 15.3 ---- -16.3 0.84 24.0
150 1.101 10.0 ---- 20 20.0 ---- ---- 2.7 0.00 15.6 ---- 5.5 0.00 24.8
23 29.33 4232-------18 20.0 ---- ---- 13.0 1.97 15.3 ---- 26.6 7.40 23.9
150 1.101 35.0 ---- 21 20.0 ---- ---- 4.4 0.00 13.3 ---- 9.0 0.00 16.5
24 10.00 21---------21 20.0 ---- ---- 13.0 0.58 13.3 ---- 26.6 2.19 16.5
150 1.101 9.0 ---- 22 30.0 ---- ---- 4.4 4.33 8.4 ---- 9.0 4.33 10.0
25 6.68 -11--------22 30.0 ---- ---- 13.0 0.57 8.4 ---- 26.6 2.15 10.0
150 1.101 12.0 ---- 23 30.0 ---- ---- 4.4 0.00 7.9 ---- 9.0 0.00 7.8
26 0.50 --1--------23 30.0 ---- ---- 0.0 0.00 7.9 ---- 13.6 0.18 7.8
150 1.101 5.0 ---- 24 30.0 4.90 ---- 0.0 0.00 7.9 13.6 4.6 0.00 7.7
27 10.42 22---------23 30.0 ---- ---- 13.0 0.81 7.9 ---- 13.0 0.81 7.8
150 1.101 16.0 ---- 25 30.0 4.90 13.0 4.4 0.00 7.0 13.0 4.4 0.00 7.0
Node Notes
Pipe Notes
Fitting Code Letters:
E=45 Eli, L=90 Eli, E=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.6.0 computer program (License No. 38061304
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.01 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.12 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
of 61.3 psi and a 7 minute flow of 221 gal. and a 10 minute flow of 315.7 gallons.
The minimum pressure at any node is 7.0 psi at node 25.
Under full flow conditions the minimum source pressure is 20.0 psi with a minimum
of 77.9 psi and a 7 minute flow of 259 gal. and a 10 minute flow of 370.0 gallons.
The minimum pressure at any node is 10.6 psi at node 25.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
WATER SUPPLY CURVE
90+
82+
*\\\\\\\\\\\\\\A\\\\\\\\\\\\\\\\\\\\\\\\\\C\\\\\\\\\\\\\\\\\\\\\\\
75+
68+
P 60+
R I
E I
S I
5 52+
U
R
E I
45+
P I
S I
I 38+
30+
23+
I ============================ LEGEND
Static = 78.0 psi (fixed pressure)
15+
(1 sprinkler flowing) (2 sprinklers flowing)
I A = Available Water Supply C = Available Water Supply
I 78.0 psi 8 18.0 gpm 78.0 psi 8 31.6 gpm
7.5+
0 .0 ------------------------------------------------------------------
8 12 16 20 24 28 32 36 40
FLOW (GPM)
Bulletin 006 Rev, I
Model RFC30 (SIN RA0611)
Model RFC43 (SIN RA0612)
Model RFC49 (SIN RA061 6)
Residential Flat Concealed
Sprinklers
A Residential Flat Concealed
Sprinkler engineered for a minimum
design density of 0.05 gpm/ft2 with
low GPM requirements.
Features
1 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
Plain Cover Plate
Perforated Cover Plate
and positively attached and blends into the ceiling, con-
cealing the most dependable fire protection available, an
automatic sprinkler system.
The RFC30, RFC43 and RFC49 are UL Listed Residen-
tial Sprinklers to be installed in the residential portions
of any occupancy in accordance with NFPA 13, 13R, &
13D.
The RFC30, RFC43 and RFC49 can reduce the need
for precise cutting of drop nipples. The threaded cover
plate assembly can be adjusted without tools to fit ac-
curately against the ceiling. The fire protection system
need not be shut down to adjust or remove the cover
plate assembly.
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Application and Installation
The RFC30, RFC43 and RFC49, for residential instal-
lations, use a 165°F (74°C) fusible solder link in a tun-
ing fork style sprinkler frame with a drop-down deflector,
This assembly is recessed into the ceiling and concealed
by a flat cover plate. The cover plate is attached to the
skirt, using 135°F (57°C) ordinary temperature classifica-
tion solder. When the ceiling temperature rises, the solder
holding the cover plate releases the cover allowing the
deflector to drop into position and exposing the sprinkler
inside to ceiling temperature. The subsequent operation
of the solder link opens the waterway and causes the de-
flector to drop into position to distribute the discharging
water in a hemispherical pattern below the sprinkler de-
flector. Any adjustment of thread engagement between
the cover plate and cup will assure that the drop-down
deflector is properly located belovvthè 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 (R1!2) sprinkler joint can be ob-
tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not
tighten sprinklers over 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.
4
Model Thread Nominal Sprinkler CCP Assembly Max.
Ambient K Max.
(SIN) Size Orifice Temp Rating Temp. Rating Temp. Factor Pressure
Inch (mm) Inch (mm) - psi (bar) °F °C OF °C OF °C
RFC 30 112" (15) 21/64 (8,2) 1 165 74 (RA0611)
135 57 100 38 3.0 (43,2) 175(12)
RFC 43
11,2' (15) /8(10) 165 74 (RA0612)
135 57 100 38 4.3(62) 175 (12)
RFC49
(RA0616) 1/2" (15) /16(11) 1 165 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°F/74°C) Top of Deflector Installation Minimum
area
FtxFt(mxm) Ft (m) to Ceiling
Inch (mm) Type Spacing
Ft (m) Flow Pressure
GPM (Llmin) PSI (bar)
12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0(0,62) Smooth ceilings ½ to 1(13 to 25.4)
Beamed Ceilings per NFPA 130, 13R or Concealed 8(2,4)
14 x 14 (4,3 x 4,3) 14(4,3) 10(37,8) 11.0 (0,76) 13 installed in beams ½ to 1(13 to 25.4)
For ceiling types refer to NFPA 13, 13R or 13D
RFC 43
Ordinary Temp. Rating Max. Coverage Max. Spacingi (165°F174°C) Top of Deflector Installation Minimum
area
FtxFt(mxm) Ft (m) Flow Pressure to Ceiling
Inch (mm) Type Spacing
Ft (m) GPM (Limin) 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) i 13(49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or
13 installed in beams ½ to 1(1310 25.4)
Concealed
-.
8(2,4)
18 x 18(5,5 x 5,5) 18(5,5) 18(68) 17.5 (1,21)
20 x 20 (6,1 x 6, 1) 20(6,1) 21(79) 23.8(1,64)
For Ceiling types refer to NFPA 13, 13R or 13D
RFC 49
Max. Coverage Ordinary Temp. Rating Top of Deflector Minimum
area Max. Spacing (165°F174°C) to Ceiling Installation Spacing
Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Type Ft (m) GPM (11mm) PSI (bar)
12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0(0,48)
Smooth Ceilings ½ to 1(13 to 25.4)
14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0 (0,48)
16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 13D, 13R or
13 installed in beams ½ to 1(13 to 25,4)
Concealed 8(2,4)
18 x 18(5,5 x 5,5) 18(5,5) 17(64,3) 12.0 (0,83)
20x20(6,1 x6,1) 20(6,1) 20(75,73) 16.7(1,14)
a.
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", 3/8" and 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 /2" cover plate adjustment. Any secure
engagement between the cover plate and the cup will
assure that the drop-down deflector is properly located
below the ceiling. A plastic protective cap shall be
provided and factory installed inside the sprinkler cup
to protect the drop-down sprinkler deflector from dam-
age, which could occur during construction before the
cover plate is installed. Standard cover finish: [Chrome]
[White] [Specialty - specify]. Residential concealed
sprinklers shall be Reliable Model RFC30, SIN RA061 1
(Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006)
or Model RFC49, SIN RA0616 (Bulletin 006).
3.
Ordering Information
Specify:
Sprinkler Model
Cover Plate Finish
3. Thread-On or
Push-On Feature
Cover Plate Finishest1t
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.
ioov\
x 1/2 REDUCING
TEE OR ELBOW
III IW
[58.42mm] 014 HOLE IN CEILING
CUP
2 MAX.(50.8mm] MA
FACE OF FITTING
(12.70mm) MAX. To FACE OF CEILING
COVER ADJUSTMENT DIMENSION
(25.4mm) MAX. CEILING
DROPPED DEFLECTOR
TO CEILING, CEILING J r [4.96mm]
FLAT COVER PLATEJ / [84.21mm] D j ASSEMBLY
COVER PLATE: 1/2" [12.7mm] ADJUSTMENT
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory
Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly
qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
Reliable Automatic Sprinkler Co., Inc. Recycled
milk (800) 431-1588 Sales Offices Paper
i l
am (800) 848-6051 Sales Fax Revision lines indicate updated or new data. t U (914)829-2042 Corporate Offices
aattwsttsttsasi www.reliablesprinkler.com Internet Address EG, Printed in U.S.A. 11/14 P/N 9999970261
I . I
FSPJ ' CATOi
RESIDENTIAL
A UTOMA TIC SPRINKLERS
MODELS GL4II0 & GL4910
PENDENT
RECESSED PENDENT
DESCRIPTION AND OPERATION
The Globe Model GL4II0 and GL4910 Residential Sprinklers
have a low profile yet durable design which utilize a 3mm fran-
gible glass ampule as the thermosensitive element. They feature
economy, aesthetics and low flow.
The combination of the 3mm frangible glass ampule and spe-
cially designed deflector make the Model GL4I10 and GL4910
Residential Sprinklers the ultimate in life safety and fire control.
These Globe Pendent and Recessed Pendent Residential Sprin-
klers have met the strict requirements of Underwriters Laboratories
Inc. as described in the UL Standard for Residential Sprinklers for
Fire Protection Service, UL 1626, and should be used accordingly.
These sprinklers should also be installed in accordance with the
appropriate NFPA Standard 13, 13D or 13R and under the direc-
tion of the approving authorities having jurisdiction.
The heart of Globe's Model GL4I10 and GL4910 sprinklers
proven actuating assembly is a hermetically sealed frangible glass
ampule that contains a precisely measured amount of fluid. When
heat is absorbed, the liquid within the bulb expands increasing the
internal pressure. At the prescribed temperature the internal pres-
sure within the ampule exceeds the strength of the glass causing
the glass to shatter. This results in water discharge which is distrib-
uted in an approved pattern.
The sprinkler and escutcheon are not factory assembled.
Assembly is done in the field.
TECHNICAL DATA
*See reverse side for Approvals and Specifications.
.Temperature Rating - 155°F (68°C), 175°F (79°C)
*Water Working Pressure Rating - 175 psi (12 Bars)
*Factory tested hydrostatically to 500 psi (34 Bars)
'Maximum low temperature glass bulb rating is -67°F (-55°C)
Frame - bronze a Deflector - brass e Screw - brass
*Bulb seat - copper c Spring - nickel alloy • Seal - teflon
*Bulb - glass with alcohol based solution, 3mm size
*Escutcheon Assembly - steel
rx
I
-
RESIDENTIAL RESIDENTIAL
PENDENT
GLOB
RESIDENTIAL
RECESSED PENDENT
-SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM CEILING
TEMPERATURES TEMPERATURE
J
ORDINARY 155 F 55 C RED L lOOT 3CC
INTERMEDIATE 175F 79 YELLOW 150C 66C
MARCH 2015 A-I BULLETIN GL41101GL4910, REV. #9
RESIDENTIAL
A U TOMA TI C SPRINKLERS
MODEL GL4II0 & GL4910
PENDENT RECESSED PENDENT
SPECIFICATIONS AND APPROVALS
SIN NOMINAL THREAD LENGTH FINISHES ctJLus NYC - DOB
MODEL -
-
"K" FACTOR SIZE MEA 101 -92-E
Factory Bronze GL4I10 4.1 (58 metric) 112"NPT 2 1/2" Chrome
(15mm) (6.4cm) White Polyester2 GL4910 4.9 (68 metric) Black Polyester12
NOTE: METRIC CONVERSIONS ARE APPROXIMATE.
'FINISHES AVAILABLE ON SPECIAL ORDER.
'AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER.
INSTALLATION DATA FOR FLAT AND SLOPED CEILINGS**
TEMPERATURE MAX. AREA MIN. DISTANCE
SIN MODEL STYLE OF COVERAGE' *MIN
PRESSURE
*MIN
FLOW BETWEEN
SPRINKLERS 155°F 175°F
(68°C) (79°C) WDTH LENGTH x
Feet (Meters) PS.!. (bars) G.PM. (Llmin.) FEET (Meters)
PENDENT X X 12 (3.7) x 12 (3.7)
______ 7.2 (.50) 11(42)
X --- 14 (4.3) x 14 (4.3) 8.6 (.59) 12 (45) GL4110 RECESSED 8(2.4)
PENDENT 14(53) X X 16(4.9) x 16(4.9) 11.1 (.77)
X X 12 (3.7) x 12 (3.7) 7.0 (.48) 13 (49)
X X 14(4.3) x 14(4.3) 8.2 (.57) 14 (53)
PENDENT
X X
______
16 (4.9) x 16(4.9) 8.2 (.57) 14 (53) GL4910 RECESSED 8(2.4)
PENDENT X X 18(5.5) x 18 (5.5) 12.0 (.83) 17 (64)
X X 20 (6. 1) x 20 (6. 1) 16.7(1.15) 20 (76)
NOTE: METRIC CONVERSIONS ARE APPROXIMATE.
*WHEN THESE SPRINKLERS ARE USED IN NFPA 13 SYSTEMS, A 0.1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED.
**REFER TO PAGE 2 OF GLOBE'S RESIDENTIAL SPRINKLER INSTALLATION GUIDE (BULLETIN R.S.I.G.) FOR NFPA 13D AND 13R REQUIREMENTS.
'FOR COVERAGE AREA DIMENSIONS LESS THAN OR BETWEEN THOSE INDICATED, USE THE MINIMUM REQUIRED FLOW FOR THE NEXT HIGHEST
COVERAGE AREA FOR WHICH HYDRAULIC DESIGN CRITERIAARE STATED.
CROSS SECTION
2 15/16' DIA.
L_ 2" MIN. DIA.
HOLE IN CEILING
129/32" DIA.___...I
-1" x 112" REDUCER
cIr -CUP -1/8" MIN.
- * 5/8" MAX.
RrIAIINflt 1" MIN.
11/2' MAX.
1/2" ADJUSTMENT RECESSED PENDENT
ORDERING INFORMATION
SPECIFY
*Quantity *Model Number .Style
oOrifice *Temperature e Finishes desired
*Quantity - Wrenches - P/N 325390
eQuantity - Recessed Wrenches - P/N 325391
eQuantity - Protective Caps - P/N 327109-CAP
(Friction Fit Recessed)
GLOBE® PRODUCT WARRANTY
Globe agrees to repair or replace any of its own manufactured
products found to be defective in material or workmanship for a
period of one year from date of shipment.
For specific details of our warranty please refer to Price List
Terms and Conditions of Sale (Our Price List).
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
989-8464583 FAX 989-846-9231
FIRE SPRINKLER CORLUATt0N 1-800-248-0278 www.gIobesprinkler.com
MARCH 2015 PRINTED U.S.A. BULLETIN GL4110/GL4910, REV. #9
r FlameGuardTM CPVC Drain & Check Valves
L For NFPA 13D Applications Only
Application; FlameGuardTM CPVC Orange Drain Valves and Check Valves are for use in configuring CPVC Fire
Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves
are NOT for use in any other locations within the fire sprinkler system.
Drain Valve
Check Valve
'I
/
CPVC Drain Valves
Disc Price
Part Number Size Code Each
Socket x Socket
6622-005C0 1/2 004 17.19
6622-007C0 3/4 004 22.68
6622-01000 11 004 28.36
CPVC Check Valves
Disc Price
Part Number Size Code Each
Socket x Socket
S1520-1000 11 004 22.56
S1520-12C0 1-1/4 004 25.22
S1520-15C0 1-1/2 004 28.36
CPVC Special Reinforced Thread Inlet Check
Valves
Disc Price
Part Number Size Code Each
SR Fint x Socket
51520-10FSRSCO 1 004 24.44
S1520-12FSRSCO 1-1/4 004 28.22
S1520-15FSRSCO 1-1/2 004 33.47
General Installation Information: Socket end
connections should be installed using Spears® FS-5
One-Step Cement for use with Spears® CPVC Fire
Sprinkler Products. Threaded connections should be
made using Spears® BLUE 75 TM Thread Sealant
tested for compatibility with CPVC materials. Swing
check valves are designed for horizontal installations,
but may be installed in up-flow only vertical position.
Check valves MUST be installed with the valves FLOW
arrow pointing in the direction of the flow. Do not install
valve upside down.
Special Reinforced (SR) Threaded Inlet Check Valve
NOT FOR USE WITH COMPRESSED AIR OR GAS
Page 1 Spears® Manufacturing Company
Progressive Products from Spears® Innovation and Technology
Drain Valve:
Npminal Size Range
Typ_e
Material
Seats
Seals
Handle
End Connections
FlameGuardTM CPVC Drain & Check Valves
For NFPA 13D Applications Only
Specifications
1/21 , 3/411, 1"
1/4-Turn Ball Valve, Maintenance-free Sealed Unit -
CPVC, Orange
PTFEIHDPE
EPDM
Polypropylene, Red
Socket x Socket
Socket x Socket
Part Number
Nominal
Size
Dimension Reference (inches, ± 1/16)
A B C D E
6622-005C0 1/2 1-7/16 1-1/4 3-1/16 1-5/8 1-5/8
6622-00700 3/4 1-13/16 1-1/2 3-9/16 2 2
6622-01000 1 2-1/16 1-3/4 4 2-5/16 2-5/16
1", 1-1/4", 1-1/2"
Swing Check, Maintenance-free Sealed Unit
CPVC, Orange
EPDM
Socket x Socket
Socket x Special Reinforced (SR) Female Plastic Thread
Check Valve:
Nominal Size Range
Type
Material
Seat
End Connections
Socket x Socket
Part Number
SR Thread x Socket
Part Number
Nominal
Size
Dimension Reference (inches, 1/16) ± C,
(GPM) A B I- I C I D Socket SR Thread
S1520-1000 S1520-1OFSRSCO 1 1-11/16 2-5/16 I 2-15/16 I 4-9/16 I 2-5/8 33
S1520-1200 S1520-12FSRSc0 1-1/4 2-1/16 I 2-15/16 I 3-5/8 I 5-1/2 I 3-3/8 42
S1520-1500 S1520-15FSRSCO 1-1/2 2-7/16 3 I 3-11/16 5-5/8 3-3/8 89
NOT FOR USE WITH COMPRESSED AIR OR GAS
Made in the U.S.A. Page 2
Progressive Products from Spears® Innovation and Technology
'sr
WFDTH
Waterfiow Detector
The System Sensor WFDTH Retard T-Tap Water flow
Detector is designed for primary signaling in
residential systems and fits within 2x4 stud wall
construction.
Features
Residential sprinkler systems
Sealed retard mechanism
Visual switch activation
Rugged, dual SPDT switches enclosed in a durable terminal block
Easy to install and maintain design
Vertical or horizontal mount
Field replaceable retard mechanism and switch assembly
Twelve different flexible paddles
Durable, tamper resistant enclosure
Two conduit openings
Handy depth gauge
Accommodates up to 12 AWG wire
100% synchronization fires alarm panel and local bell
simultaneously
Agency Listings
& @ 0 MEA LISTED approved AP—ED
5730 C5169 7770-1653114 167-93-0 3033305
The WFDTH fits any tee that has a 1" NPT branch, including: 1", 11/4-1
1½', and 2" NPT threaded ferrous and brass tees; 1", 11/4", 11/2-and 2"
copper sweat tees; Central, Spears, and Victaulic brand 1 " CPVC tees;
and 11/2" polybutylene tees.
Design. The design of the WFDTH makes it easy to install and
simple to maintain. It can be mounted in the vertical or horizontal
position. Two conduit openings permit easy attachment to the local
alarm system. The retard mechanism and switch assembly are field-
replaceable.
Features. Twelve different flexible paddles fit 1", 1W, 1½",and 2"
tees. Sizes are marked clearly on the paddle for ease of installation.
Plastic paddles slip over the actuating lever and are securely
fastened with one screw.The handy depth gauge insures the proper
installation depth and clearance of the detector to the tee.
Construction. The WFDTH includes a durable and tamper resistant
enclosure. Its sealed retard assures that the delay mechanism is
not contaminated by dust and dirt when the cover is removed. The
long lasting cover completely encloses the electrical components
to further keep out dust and dirt. Improved self-guiding security
screws and removal tools make detectors resistant to tampering and
simplify field maintenance.
WFDTH Specifications
Model shall be a WFDTH as manufactured by System Sensor. T-tap waterfiow detectors shall be installed on a tee that has a 1 "NPT branch including: 1 11/4",
11/2' or 2"threaded ferrous or brass tee; 1-2" copper sweat tees; Central, Spears and Victaulic brand 1" CPVC tees; or 1½" polybutylene tee as designated on the
drawings and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate size, either a vertical or horizontal run at least 6-from any
fittings or valves which may change water direction, flow rate, or pipe diameter or no closer than 24-from a valve or drain. Detectors shall have a sensitivity in
the range of 4 to 10 gallons per minute and a static pressure rating of 250 psi. The retard map detector shall be a sealed mechanical pneumatic unit with visual
indication of actuation.The actuation mechanism shall include a polyethylene vane inserted through the tee fitting and connected by a mechanical linkage
to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts).Two conduit entrances (one of which is a knockout type) for standard
fittings of commonly used electrical conduit shall be'j'rovided on the detectors. A grounding provision is provided. WFDTH is listed by Underwriters Laboratories
for indoor use. .--
Static Pressure Rating 250 PSI (max.) Operating Temperature Range 32°F to 120°F (0°C ro 49°C)
Maximum Surge 18 FPS Enclosure Rating UL listed for indoor use
Triggering Threshold 4-10 GPM Cover Tamper Switch Canadian models only, factory installed
Bandwidth (Flow Rate)
Overall Dimensions, 4.5"H x 355"W x 6.7"L Service Use Automatic Sprinkler: NFPA 13
Installed (11.4cm H x 9cm W x 17cm L) One orTwo Family Dwelling: NFPA 13D
Residential Occupancies up to 4 Stories: NFPA 13R
National Fire Alarm Code: NFPA 72
Contact Ratings Two sets of SPDT (Form C) Shipping Weight 2.6 lbs. (1.2 kg.)
10.0 A@ 125/250 VAC
2.5 A @ 24VDC
Compatible Tee Threaded ferrous and brass tees, copper Warranty 3 years
Fittings sweat tees, CPVC tees, and polybutylene tees
Conduit Entrances Two openings for ½" conduit. U.S. Patent Numbers 3,845,259; 4,782,333; 5,213,205
Electrical Connections Delay Adjustment Dial
SSM24-X NOTE: COMMON AND B-NO
UL-LISTED SSV12O x CONNECTIONS WILL CLOSE Delay COMPATIBLE WHEN VANE IS DEFLECTED, I.E., adjustment CONTROL PANE WHEN WATER IS FLOWING. DUAL dial SWITCHES PERMIT
POWER ° APPLICATIONS TO BE COMBINED
24VDC OR ON A SINGLE DETECTOR.
12OVAC -
CONTACT RATINGS I
INITIATING ISUGGESTED EOL 11251250 VACI I
LOOP -
RESISTOR 10AMPS
I __________________
24VDC 2.SAMPS I _
SCHEMATIC OF
INDIVIDUAL
A-NC
SWITCH IN 0CM
"NO WATERFLOW"
CONDITION A
(o"-./ BREAK WIRE AS
SWITCH 2'1) SHOWN FOR
1WOr sTAll '-J/ SUPERVISION OF
CONNECTION. DO
NOT ALLOW
I-}cJ
0
STRIPPED WIRE
LEADS TO EXTEND
BEYOND SWITCH
Q HOUSING. DO NOT LOOP WIRES.
Ordering Information
l 9 W6 rri—Z S_. En1içj
WFDTH WFDTHA Waterfiow Detector, Fits 1 1114 11/2 , 2-ferrous and brass threaded tees; 1, 11/4",11/2", 2c0ppe1
sweat tees; 1"CPVC tees; and 11/2' polybutylene tees
Accessories
A77-01-02 Replacement terminal block for WFDTH S07-66002 Replacement tamper screws for covers of WFDTH
PRK9 Replacement paddle kit - 12 paddles for WFDTH (see WFDW Replacement tamper proof wrench for cover of
WFDTH for sizes included) WFDTH
A3008-00 Replacement retard mechanism C58-0009-000 Replacement metal cover
Spears* is registered trademark of the Spears Manufacturing Company Victaulic is registered trademark of the Victaulic Company of America
SY 020t0 System Sensor. '' "" 3825 Ohio Avenue. St. Charles, IL 60174 duaapeohcasnnssubject roarangeanagraornoocn Visit sysaemaensorrsarnfor
Phone: 800-SENSOR2• Fax: 630-377-6495 current prrrducrinfmrrraoodng the latest oersearof this dausheet.
NOTE: Retard time may exceed 90 seconds.
Adjust and verily that time does not exceed 90 seconds.