HomeMy WebLinkAbout7509 JEREZ CT; ; AS140111; PermitCity of Carlsbad
Sprinkler Permit
Permit No: ASI40111
Job Address: 7509 JEREZ CT
Permit Type: SPRINK
Parcel No: 2162900900
Lot #: 0
Reference No.:
PC #:
Status: ISSUED
Applied 5/2/2014
Approved: 5/2/2014
Issued: 5/2/2014
Inspector:
Project Title: LA COSTA VISTA MFD NEW FIRE SPRINKLER SYSTEM FOR A
4-UNIT MFD
Applicant:
SYMONS FIRE PROTECTION
SUITE R
1050 PIONEER WAY
EL CAJON, CA
619-588-6364
Owner:
O S PRODUCTS INC
C/O RLSFREDDO
24 AMBERLEAF
IRVINE CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
402 0 402 0
H
As 14-o 11
SYMONS FIRE PROTECTION, INC.
1050 PIONEER WAY, SUITE R
EL CAJON, CA 92020
LICENSE C16-682025
HYDRAULIC CALCULATIONS
FOR
LA COSTA VISTA
** UNIT #5
7cs7 JE.z C7 REMOTE AREA 2 HEAD CALC
TYCO LF II CONC/FLAT
FILE NUMBER: 14-090
DATE: 4-23-14
-DESIGN DATA-
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
NUMBER OF SPRINKLERS CALCULATED:
TOTAL SPRINKLER WATER FLOW REQUIRED:
TOTAL WATER REQUIRED (including hose)
FLOW AND PRESSURE (@ NODE 5 BOR):
SPRINKLER K-FACTOR (ORIFICE SIZE)
DESIGN/LAYOUT BY:
R3
.05 gpm/256 sq. ft.
512 sq. ft.
2 sprinklers
26.1 gpm
31.1 gpm
(5 gpm Hose STREAM)
26.1 gpm @ 31.9 psi
4.9
CANDI CAUDILLO
AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT.
WATER FLOW AVAILABILITY DATA: STATIC: 119 psi(-10% 107PSI)
RESIDUAL: 118 psi
FLOW: 500 gpm
WATER DEPARTMENT: CARLSBAD WATER
3-11-14
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090--4.SDF JOB TITLE: UNIT #5 - 2 HEAD CALC
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQVD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
1 107.0 106.0 500.0 107.0 31.1 63.9
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM)
1 0.0 SOURCE 63.9 31.1 2 3.0 - - - - 55.3 - - - 3 3.0 - - - - 51.3 - - - 4 5.0 - - - - 38.8 - - - 5 9.0 HOSE STREAM 31.9 5.0 6 15.0 - - - - 27.1 - - - 7 15.0 - - - - 23.9 - - - 8 15.0 - - - - 19.1 - - - 9 25.0 - - - - 9.0 - - - 10 25.0 K= 4.90 7.1 13.1 11 25.0 - - - - 8.9 - - - 12 25.0 K= 4.90 7.0 13.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-4.SDF JOB T'ITLE: UNIT #5 - 2 HEAD CALC
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) Hw(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
• Pipe: 1 31.1 0.995 PL 20.00 PF 7.3 1 0.0 SRCE 63.9 (N/A) 12.8 150 FTG TG PE -1.3 2 3.0 0.0 55.3 0.0 0.252 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 55.3 0.0 4.0 psi, 31.0 gpm 3 3.0 0.0 51.3 0.0
Pipe: 3 31.1 1.054 PL 60.00 PP 11.6 3 3.0 0.0 51.3 0.0 11.4 150 FTG 1.0 PE -0.9 4 5.0 0.0 38.8 0.0 0.190 TL 61.00 PV
Pipe: 4 31.1 1.025 FL 5.00 PF 5.2 4 5.0 0.0 38.8 0.0 12.1 150 FTG 19.0 FE -1.7 5 9.0 H.S. 31.9 5.0 0.218 TL 24.00 PV
Pipe: 5 26.1 1.101 PL 6.00 PF 2.2 5 9.0 H.S. 31.9 5.0 8.8 120 FTG 7.0 FE -2.6 6 15.0 0.0 27.1 0.0 0.168 TL 13.00 PV
Pipe:6 26.1 1.101 PL 7.00 PF 3.2 6 15.0 0.0 27.1 0.0 8.8 150 FTG 22.0 FE 0.0 7 15.0 0.0 23.9 0.0 0.111 TL 29.00 PV
Pipe: 7 10.6 0.874 FL 44.00 PF 4.7 7 15.0 0.0 23.9 0.0 5.7 150 FTG 29.0 PE 0.0 8 15.0 0.0 19.1 0.0 0.065 TL 73.00 PV
Pipe: 8 10.6 - 0.874 EL 44.00 PF 5.9 8 15.0 0.0 19.1 0.0 5.7 150 FTG 47.0 FE -4.3 11 25.0 0.0 8.9 0.0 0.065 TL 91.00 PV
Pipe: 9 15.5 0.874 PL 46.00 PF 10.5 7 15.0 0.0 23.9 0.0 8.3 150 FTG 35.0 PE -4.3 9 25.0 0.0 9.0 0.0 0.130 TL 81.00 PV
Pipe: 10 2.4 0.874 FL 5.00 PF 0.1 9 25.0 0.0 9.0 0.0 1.3 150 FTG 13.0 FE 0.0 11 25.0 0.0 8.9 0.0 0.004 TL 18.00 PV
Pipe: 11 13.0 0.874 FL 5.00 PF 1.9 11 25.0 0.0 8.9 0.0 7.0 150 FTG 15.0 FE 0.0 12 25.0 4.9 7.0 13.0 0.094 TL 20.00 PV
Pipe: 12 13.1 0.874 FL 5.00 PF 1.9 9 25.0 0.0 9.0 0.0 7.0 150 FTG 15.0 FE 0.0 10 25.0 4.9 7.1 13.1 0.095 TL 20.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-4.SDF JOB TITLE: UNIT #5 - 2 HEAD CALC
NOTES (HASS):
Calculations were performed by the 1-lASS 8.4 computer program
under license no. 38071930 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an average
imbalance at each node of 0.017 gpm and a maximum
imbalance at any node of 0.190 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 12.8 ft/sec at pipe 1.
Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
Available pressure at source node 1 under full flow conditions is
106.99 psi compared to the minimum required pressure of 20.00 psi.
PIPE FITTINGS TABLE
Pipe Table Name: FSS.PIP
PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.054 2.05 5.12 2.05 5.12 6.14 1.02 10.23 10.23 5.12
PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00
PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee
1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-4.SDF JOB TITLE: UNIT #5 - 2 HEAD CALC
PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00
a)a)
a) c1uU o l-lr-- a)
o U)-
o
Lo -4(2) U)() (1) a) 04 -H Q a)(n o 0) 0 a)
HZ
iU) H
n 00 CI)cf) (U'O t3-• a)cn c-
0 I (N
0
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04
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-1
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0
0 cc
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-4.SDF
JOB TITLE: UNIT #5 - 2 HEAD CALC
0
0
0
C') 0 (D 0 0 0 0 0
0 0 0 0 0 0 0 C') 0 cc C') H H
0U)U)U)OU) QU)-H--
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090--4.SDF
JOB fITLE: UNIT #5 - 2 HEAD CALC
WATER SUPPLY CURVE
* <-106.0 psi @ 500 gpm
Flow Test Point
99+
90+
81+
P 72+
R
E
S I
S 63
U
R I
E I
54+
P I
S
I 45+
36+
27+
18+ LEGEND
X = Required Water Supply
I 63.88 psi @ 31.1 gpm
9+
I 0 = Available Water Supply
I 106.99 psi @ 31.1 gpm
'I
0++-+---+----+-----+ ------+ --------+ --------+---------+ -----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
F
SYMONS FIRE PROTECTION, INC.
1050 PIONEER WAY, SUITE R
EL CAJON, CA 92020
LICENSE C16-682025
HYDRAULIC CALCULATIONS
FOR
LA COSTA VISTA
UNIT #4 ***
756'j' Jze C-r
REMOTE AREA 2 HEAD CALC
TYCO LF II CONC/FLAT
FILE NUMBER: 14-090
DATE: 4-23-14
-DESIGN DATA-
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
NUMBER OF SPRINKLERS CALCULATED:
TOTAL SPRINKLER WATER FLOW REQUIRED:
TOTAL WATER REQUIRED (including hose)
FLOW AND PRESSURE (@ NODE 5 BOR):
SPRINKLER K-FACTOR (ORIFICE SIZE)
DESIGN/LAYOUT BY:
AUTHORITY HAVING JURISDICTION:
WATER FLOW AVAILABILITY DATA: STATIC:
RESIDUAL:
FLOW:
WATER DEPARTMENT:
R3
.05 gpm/256 sq. ft.
512 sq. ft.
2 sprinklers
28.5 gpm
33.5 gpm
(5 gpm Hose STREAM)
28.5 gpm @ 36.6 psi
4.9
CANDI CAUDILLO
CARLSBAD FIRE DEPT.
119 psi(-10% 107PSI)
118 psi
500 gpm
CARLSBAD WATER
3-11-14
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: ,4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-3.SDF
JOB TITLE: UNIT #4 - 2 HEAD CALC
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
1 107.0 106.0 500.0 107.0 33.5 87.4
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 33.5 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.5 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 0.0 SOURCE 87.4 33.5
2 3.0 ---- 77.8
3 3.0 - - - - 73.8 - - -
4 5.0 ---- 44.3
5 9.0 HOSE STREAM 36.6 5.0
6 15.0 - - - - 31.4
7 15.0 - - - - 25.4 - - -
8 15.0 - - - - 21.1 - - -
9 25.0 - - - - 12.1
10 25.0 ---- 9.9
11 25.0 K= 4.90 10.0 15.5
12 25.0 K= 4.90 7.0 13.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-3.SDF
JbB TITLE: UNIT #4 - 2 HEAD CALC
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.
END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 33.5 0.995 PL 20.00 PF 8.4
1 0.0 SRCE 87.4 (N/A) 13.8 150 FTG TG FE -1.3
2 3.0 0.0 77.8 0.0 0.289 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 3.0 0.0 77.8 0.0 4.0 psi, 33.5 gpm
3 3.0 0.0 73.8 0.0
Pipe: 3 33.5 1.054 FL 130.00 PF 28.6
3 3.0 0.0 73.8 0.0 12.3 150 FTG 1.0 RE -0.9
4 5.0 0.0 44.3 0.0 0.218 TL 131.00 PV
Pipe: 4 33.5 1.025 PL 5.00 PF 6.0
4 5.0 0.0 44.3 0.0 13.0 150 FTG 19.0 FE -1.7
5 9.0 H.S. 36.6 5.0 0.250 TL 24.00 PV
Pipe: 5 28.5 1.101 PL 6.00 PF 2.6
5 9.0 H.S. 36.6 5.0 9.6 120 FTG 7.0 PE -2.6
6 15.0 0.0 31.4 0.0 0.198 TL 13.00 PV
Pipe: 6 28.5 1.101 PL 17.00 PF 6.0
6 15.0 0.0 31.4 0.0 9.6 150 FTG 29.0 PE 0.0
7 15.0 0.0 25.4 0.0 0.131 TL 46.00 PV
Pipe: 7 10.5 0.874 PL 43.00 RE 4.2
7 15.0 0.0 25.4 0.0 5.6 150 FTG 24.0 FE 0.0
8 15.0 0.0 21.1 0.0 0.063 TL 67.00 PV
Pipe: 8 10.5 0.874 FL 38.00 PF 4.7
8 15.0 0.0 21.1 0.0 5.6 150 FTG 37.0 PE -4.3
9 25.0 0.0 12.1 0.0 0.063 TL 75.00 PV
Pipe: 9 10.5 0.874 PL 21.00 PF 2.2
9 25.0 0.0 12.1 0.0 5.6 150 FTG 14.0 FE 0.0
10 25.0 0.0 9.9 0.0 0.063 TL 35.00 PV
Pipe: 10 -2.5 0.874 FL 10.00 PF 0.1
10 25.0 0.0 9.9 0.0 1.4 150 FTG 14.0 PE 0.0
11 25.0 4.9 10.0 15.5 0.005 TL 24.00 PV
Pipe: 11 18.0 0.874 FL 33.00 PF 11.1
7 15.0 0.0 25.4 0.0 9.6 150 FTG 31.0 FE -4.3
11 25.0 4.9 10.0 15.5 0.173 TL 64.00 PV
Pipe: 12 13.0 0.874 FL 15.00 PF 2.8
10 25.0 0.0 9.9 0.0 7.0 150 FTG 15.0 FE 0.0
12 25.0 4.9 7.0 13.0 0.094 TL 30.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-3.SDF
JbB TITLE: UNIT #4 - 2 HEAD CALC
NOTES (HASS)
Calculations were performed by the HASS 8.4 computer program
under license no. 38071930 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an average
imbalance at each node of 0.009 gpm and a maximum
imbalance at any node of 0.098 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 13.8 ft/sec at pipe 1.
Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
Available pressure at source node 1 under full flow conditions is
10 6.99 compared to the minimum required pressure of 20.00 psi.
PIPE FITTINGS TABLE
Pipe Table Name: FSS.PIP
PAGE: * MATERIAL: S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D N
Ell Tee LngEll ChkVlv BfyViv GatViv AlmChk DPVlv NPTee
1.054 2.05 5.12 2.05 5.12 6.14 1.02 10.23 10.23 5.12
PAGE: H MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T R K C L B L
Ell Tee TEERUN COUPLG EL45
0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00
1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00
PAGE: I MATERIAL: CPPR-L HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D
Eli Tee
1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: .4/23/2014 C:\PROGRAM FILES\HRS SYSTENS\HASS\14-090-3.SDF
JbB TITLE: UNIT #4 - 2 HEAD CALC
PAGE: K MATERIAL: CPPR-K HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D
Eli Tee L
0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: •4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-3.SDF
JOB TITLE: UNIT #4 - 2 HEAD CALC
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: ,4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-3.SDF
iDE TITLE: UNIT #4 - 2 HEAD CALC
WATER SUPPLY CURVE
I *
99+
90+
x
81+
P 72+
R
E I
S
<-106.0 psi. @ 500 gpm
Flow Test Point
S 63+
U I
R I
E I
54+
P I
S
I 45+
36+
27+
18+ LEGEND
X = Required Water Supply
I 87.45 psi @ 33.5 gpm
9+
0 = Available Water Supply
I 106.99 psi 8 33.5 gpm
0++-+---+----+-----+------+--------+ --------+ ---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
SYMONS FIRE PROTECTION, INC.
1050 PIONEER WAY, SUITE R
EL CAJON, CA 92020
LICENSE C16-682025
HYDRAULIC CALCULATIONS
FOR
LA COSTA VISTA
** UNIT #6
7? 1i-z C
REMOTE AREA 2 HEAD CALC
TYCO LF II CONC/FLAT
FILE NUMBER: 14-090
DATE: 4-23-14
-DESIGN DATA-
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
NUMBER OF SPRINKLERS CALCULATED:
TOTAL SPRINKLER WATER FLOW REQUIRED:
TOTAL WATER REQUIRED (including hose):
FLOW AND PRESSURE (@ NODE 5 BOR):
SPRINKLER K-FACTOR (ORIFICE SIZE)
DESIGN/LAYOUT BY:
AUTHORITY HAVING JURISDICTION:
WATER FLOW AVAILABILITY DATA: STATIC:
RESIDUAL:
FLOW:
WATER DEPARTMENT:
R3
.05 gpm/256 sq. ft.
512 sq. ft.
2 sprinklers
28.3 gpm
33.3 gpm
(5 gpm Hose STREAM)
28.3 gpm @ 36.3 psi
4.9
CANDI CAUDILLO
CARLSBAD FIRE DEPT.
119 psi(-10% 107PSI)
118 psi
500 gpm
CARLSBAD WATER
3-11-14
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090--5.SDF TOE TITLE: UNIT #6 - 2 HEAD CALC
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
1 107.0 106.0 500.0 107.0 33.3 80.2
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 33.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.3 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM)
1 0.0 SOURCE 80.2 33.3 2 3.0 - - - - 70.6
3 3.0 - - - - 66.6 - - - 4 5.0 - - - - 44.0 - - - 5 9.0 HOSE STREAM 36.3 5.0 6 15.0 - - - - 31.2 - - - 7 15.0 - - - - 28.3 8 15.0 - - - - 21.9 - - - 9 25.0 - - - - 14.8 - - - 10 25.0 K= 4.90 9.7 15.2 11 25.0 - - - - 9.7 - - - 12 25.0 K= 4.90 7.0 13.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-5.SDF JOB TITLE: UNIT #6 - 2 HEAD CALC
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 33.3 0.995 PL 20.00 PF 8.3 1 0.0 SRCE 80.2 (N/A) 13.7 150 FTG TG FE -1.3 2 3.0 0.0 70.6 0.0 0.286 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 70.6 0.0 4.0 psi, 33.2 gpm 3 3.0 0.0 66.6 0.0
Pipe: 3 33.2 1.054 FL 100.00 PF 21.8 3 3.0 0.0 66.6 0.0 12.2 150 FTG 1.0 PE -0.9 4 5.0 0.0 44.0 0.0 0.215 TL 101.00 PV
Pipe: 4 33.2 1.025 FL 5.00 PF 5.9 4 5.0 0.0 44.0 0.0 12.9 150 FTG 19.0 PE -1.7 5 9.0 H.S. 36.3 5.0 0.247 TL 24.00 PV
Pipe: 5 28.2 1.101 FL 6.00 PF 2.5 5 9.0 H.S. 36.3 5.0 9.5 120 FTG 7.0 FE -2.6 6 15.0 0.0 31.2 0.0 0.195 TL 13.00 PV
Pipe: 6 28.2 1.101 FL 7.00 PF 2.8 6 15.0 0.0 31.2 0.0 9.5 150 FTG 15.0 FE 0.0 7 15.0 0.0 28.3 0.0 0.129 TL 22.00 PV
Pipe: 7 12.5 0.874 FL 45.00 PF 6.5 7 15.0 0.0 28.3 0.0 6.7 150 FTG 29.0 FE 0.0 8 15.0 0.0 21.9 0.0 0.087 TL 74.00 PV
Pipe: 8 12.5 0.874 FL 43.00 PF 7.9 8 15.0 0.0 21.9 0.0 6.7 150 FTG 47.0 FE -4.3 11 25.0 0.0 9.7 0.0 0.087 TL 90.00 PV
Pipe: 9 15.8 0.874 FL 33.00 PF 9.2 7 15.0 0.0 28.3 0.0 8.4 150 FTG 35.0 FE -4.3 9 25.0 0.0 14.8 0.0 0.135 TL 68.00 PV
Pipe: 10 15.8 0.874 FL 23.00 PF 5.1 9 25.0 0.0 14.8 0.0 8.4 150 FTG 15.0 FE 0.0 10 25.0 4.9 9.7 15.2 0.135 TL 38.00 PV
Pipe: 11 0.5 0.874 FL 5.00 PF 0.0 10 25.0 4.9 9.7 15.2 0.3 150 FTG 13.0 FE 0.0 11 25.0 0.0 9.7 0.0 0.000 TL 18.00 PV
Pipe: 12 13.0 0.874 FL 13.00 PF 2.6 11 25.0 0.0 9.7 0.0 7.0 150 FTG 15.0 FE 0.0 12 25.0 4.9 7.0 13.0 0.094 TL 28.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090--5.SDF JOB TITLE: UNIT #6 - 2 HEAD CALC
NOTES (HASS):
Calculations were performed by the HASS 8.4 computer progra
m
under license no. 38071930 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an average
imbalance at each node of 0.013 gpm and a maximum
imbalance at any node of 0.148 gpm.
Total pressure at each node is used in balancing the syste
m
.
Maximum water velocity is 13.7 ft/sec at pipe 1.
Items listed in bold print on the cover sheet
are automatically transferred from the calculation report
.
Available pressure at source node 1 under full flow conditions
i
s
106.99 psi compared to the minimum required pressure of 2
0
.
0
0
p
s
i
.
PIPE FITTINGS TABLE
Pipe Table Name: FSS.PIP
PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkVlv BfyVlv GatViv AlmChk DPVlv NPTee 1.054 2.05 5.12 2.05 5.12 6.14 1.02 10.23 10.23 5.12
PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00
PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee
1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-5.SDF JOB TITLE: UNIT #6- 2 HEAD CALC
PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00
WATER SUPPLY ANALYSIS
120.0
1
100. 0
G
A
U
G
E 80.02
P
R
F
S
S 60.0
U
R
E
40.0
p
S
i
OLctLLL jU I • 00 0_L U; tOO .00 £ ±L)W 300.0 Lj1tt
LEGEND
1 Available pressure
106.99 psi @ 33.3 gpm
2 -- -Required pressure -
80.17 psi @ 33.3 gpm
Source Supply Curve
System Demand Curve
-14.
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
(Note: Dashed Lines indicate extrapolated values from Test Results)
20.0
31
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE:. 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-5.SDF
JOB TITLE: UNIT #6 - 2 HEAD CALC
WATER SUPPLY CURVE
* <-106.0 Psi @ 500 gpm
Flow Test Point
99+
90+
81X
P 72+
R
E
S
5 63+
U I
R I
E
54+
S
I 45+
36+
27+
18+ LEGEND
I 'V X = Required Water Supply
I 80.17 psi @ 33.3 gpm
9+
0 = Available Water Supply
106.99 psi @ 33.3 gpm "
'I
0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)
SYMONS FIRE PROTECTION, INC.
1050 PIONEER WAY, SUITE R
EL CAJON, CA 92020
LICENSE C16-682025
HYDRAULIC CALCULATIONS
FOR
LA COSTA VISTA
UNIT #7 ***
7*f ia Cr
REMOTE AREA 2 HEAD CALC
TYCO LF II CONC/FLAT
FILE NUMBER: 14-090
DATE: 4-23-14
-DESIGN DATA-
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
NUMBER OF SPRINKLERS CALCULATED:
TOTAL SPRINKLER WATER FLOW REQUIRED:
TOTAL WATER REQUIRED (including hose)
FLOW AND PRESSURE (@ NODE 5 BOR):
SPRINKLER K-FACTOR (ORIFICE SIZE)
DESIGN/LAYOUT BY:
AUTHORITY HAVING JURISDICTION:
WATER FLOW AVAILABILITY DATA: STATIC:
RESIDUAL:
FLOW:
WATER DEPARTMENT:
R3
.05 gpm/256 sq. ft.
512 sq. ft.
2 sprinklers
28.3 gpm
33.3 gpm
(5 gpm Hose STREAM)
28.3 gpm @ 38.6 psi
4.9
CANDI CAUDILLO
CARLSBAD FIRE DEPT.
119 psi(-10% 107PSI)
118 psi
500 gpm
CARLSBAD WATER
3-11-14
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE:4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-6.SDF JOBS TITLE: UNIT #7 - 2 HEAD CALC
WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
1 107.0 106.0 500.0 107.0 33.3 88.9
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 33.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.3 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM)
1 0.0 SOURCE 88.9 33.3 2 3.0 - - - - 79.3
3 3.0 - - - - 75.3
4 5.0 - - - - 46.3 - - - 5 9.0 HOSE STREAM 38.6 5.0 6 15.0 - - - - 33.5 - - - 7 15.0 - - - - 28.3 - - - 8 15.0 - - - - 21.9
9 25.0 - - - - 14.9 - - - 10 25.0 K= 4.90 9.7 15.3 11 25.0 - - - - 9.7 - - - 12 25.0 K= 4.90 7.0 13.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-6.SDF TOE ETLE: UNIT #7 - 2 HEAD CALC
PIPE. DATA
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI)
Pipe: 1 33.3 0.995 PL 20.00 PF 8.3 1 0.0 SRCE 88.9 (N/A) 13.7 150 FTG TG PE -1.3 2 3.0 0.0 79.3 0.0 0.286 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 79.3 0.0 4.0 psi, 33.2 gpm 3 3.0 0.0 75.3 0.0
Pipe: 3 33.3 1.054 PL 130.00 PF 28.2 3 3.0 0.0 75.3 0.0 12.2 150 FTG 1.0 PE -0.9 4 5.0 0.0 46.3 0.0 0.215 TL 131.00 PV
Pipe: 4 33.3 1.025 PL 5.00 PF 5.9 4 5.0 0.0 46.3 0.0 12.9 150 FTG 19.0 PE -1.7 5 9.0 H.S. 38.6 5.0 0.247 TL 24.00 PV
Pipe: 5 28.3 1.101 PL 6.00 PF 2.5 5 9.0 H.S. 38.6 5.0 9.5 120 FTG 7.0 FE -2.6 6 15.0 0.0 33.5 0.0 0.195 TL 13.00 PV
Pipe: 6 28.3 1.101 PL 11.00 PF 5.2 6 15.0 0.0 33.5 0.0 9.5 150 FTG 29.0 FE 0.0 7 15.0 0.0 28.3 0.0 0.129 TL 40.00 PV
Pipe: 7 12.5 0.874 FL 44.00 PF 6.4 7 15.0 0.0 28.3 0.0 6.7 150 FTG 29.0 FE 0.0 8 15.0 0.0 21.9 0.0 0.088 TL 73.00 PV
Pipe: 8 12.5 0.874 PL 43.00 PF 7.9 8 15.0 0.0 21.9 0.0 6.7 150 FTG 47.0 FE -4.3 11 25.0 0.0 9.7 0.0 0.088 TL 90.00 FV
Pipe: 9 -0.5 0.874 FL 6.00 PF 0.0 11 25.0 0.0 9.7 0.0 0.3 150 FTG 13.0 FE 0.0 10 25.0 4.9 9.7 15.3 0.000 TL 19.00 PV
Pipe: 10 15.8 0.874 FL 32.00 PF 9.0 7 15.0 0.0 28.3 0.0 8.4 150 FTG 35.0 FE -4.3 9 25.0 0.0 14.9 0.0 0.135 TL 67.00 PV
Pipe: 11 15.8 0.874 FL 24.00 PF 5.3 9 25.0 0.0 14.9 0.0 8.4 150 FTG 15.0 FE 0.0 10 25.0 4.9 9.7 15.3 0.135 TL 39.00 PV
Pipe: 12 13.0 0.874 FL 13.00 PF 2.6 11 25.0 0.0 9.7 0.0 7.0. 150 FTG 15.0 PE 0.0 12 25.0 4.9 7.0 13.0 0.094 TL 28.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS
Page 3 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-6.S
D
F
,jOa TITLE: UNIT #7
- 2 HEAD CALC
NOTES (HASS)
Calculations were performed by the HASS 8
.
4
c
o
m
p
u
t
e
r
p
r
o
g
r
a
m
under license no. 38071930 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
The system has been calculated to provide an
a
v
e
r
a
g
e
imbalance at each node of 0.008 gpm and a ma
x
i
m
u
m
imbalance at any node of 0.083 gpm.
Total pressure at each node is used in balanc
i
n
g
t
h
e
s
y
s
t
e
m
.
Maximum water velocity is 13.7 ft/sec at pipe
1
.
Items listed in bold print on the cover she
e
t
are automatically transferred from the calc
u
l
a
t
i
o
n
r
e
p
o
r
t
.
Available pressure at source node 1 under
f
u
l
l
f
l
o
w
c
o
n
d
i
t
i
o
n
s
i
s
106.99 psi compared to the minimum required
p
r
e
s
s
u
r
e
o
f
2
0
.
0
0
p
s
i
.
PIPE FITTINGS TABLE
Pipe Table Name: FSS.PIP
PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.054 2.05 5.12 2.05 5.12 6.14 1.02 10.23 10.23 5.12
PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00
PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee
1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DAT:4/23/2014 C:\PROGRAN FILES\HRS SYSTEMS\HASS\14-090-6.SDF
OB TITLE: UNIT #7 - 2 HEAD CALC
PAGE: K MATERIAL: CPPR-K HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E T L C B G A D
Ell Tee L
0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00
U)Q) a a 13 IQii I U) C)CJU D () U)
o CaID I o U)C) UC) 04 (0
LI) U) cUc)aE U) U) a JCJ)
Q4 U)U) -H(2) rz -104 OCI)OU)
HOi -HcO> c
RCa '° I
H (N
H
U)
ci)
H
U) I a
H
H
-J a
- - I
-•1
0
0
0
H
0
0
(9)
ci)
4)
H
C')
(1)
Ca
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DAT:4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-6.SDF
OE TITLE: UNIT #7 - 2 HEAD CALC
H ('-1
0 0 0 0 0 0
H 0 0 0 0 0 0
C') 0 0) W C'-)
H
0UOCa aCaCacacaDCaCa — aca -H- --
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE1 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-6.SDF
JOB TITLE: UNIT #7 - 2 HEAD CALC
WATER SUPPLY CURVE
* <-106.0 psi @ 500 gpm
I Flow Test Point
99+
90X
81+
P 72+
R I
E I
S
S 63+
U I
R
E
54+
P
S
I 45+
36+
27+
18+ LEGEND
I 'V X = Required Water Supply
88.93 psi @ 33.3 gpm
9+
I 0 = Available Water Supply
106.99 psi @ 33.3 gpm
0++-+---+----+-----+------+--------+--------+---------+-----
200 300 400 500 600 700 800 900
FLOW (GPM)
SEE PERMIT
AS140110
7507 JEREZ CT
LA COSTA VISTA
FOR CALCS &
PLANS