HomeMy WebLinkAbout6551 FLAMENCO ST; ; AS160177; PermitCity of Carlsbad
Sprinkler Permit
Permit No: AS160177
Job Address: 6551 FLAMENCO ST Status: ISSUED
Permit Type: SPRINK Applied 6/6/2016
Parcel No: 2153504200 Approved: 7/6/2016
Lot #: 0
Reference No.: Issued: 7/6/2016
PC #: Inspector:
Project Title: SANCHEZ RESIDENCE 1,958 SF MODULAR HOME! 440 SF
GARAGE! 437 SF PORCH
Applicant: Owner:
PARAN INC. DBA ROK FIRE PROTECTION SANCHEZ REVOCABLE TRUST 07-09-99
626 MANHATTAN PL #6
LOS ANGELES, CA 21423 MARTIN ST
CARSON CA
213-435-9525
Fees ($) Add'l Fees ($) Total ($) Balance ($)
460.5 0 460.5 0
PARAN INC. DEA ROK FIRE PROTECTION
626 MANHATTAN PL. #6
LOS ANGELES, CA 90004
HYDRAULIC CALCULATIONS
FOR
6551 FLAMENCO STREET
CARLSBAD, CA 92009
FILE NUMBER:
DATE: JUN 21, 2016
-DESIGN DATA-
OCCUPANCY CLASSIFICATION:
DENSITY: 0.05 gpm/sq. ft.
AREA OF APPLICATION: 2 HEAD CAL sq. ft.
COVERAGE PER SPRINKLER: 256 sq. ft.
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 26.7 gpm
TOTAL WATER REQUIRED (including hose): 31.7 gpm
FLOW AND PRESSURE (@ BOR) : 26.7 gpm @ 16.0 psi
SPRINKLER ORIFICE SIZE: 1/2" inch
NAME OF CONTRACTOR: ROK FIRE PROTECTION
DESIGN/LAYOUT BY: ABU
AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT.
CONTRACTOR CERTIFICATION NUMBER: 539892 C16
CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011909
HRS SYSTEMS, INC.
AS 160177
6551 FLAMENCO ST
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS85\3741 DANNY ST.SDF JOB TITLE: 6551 FLAMENCO ST rai
0 0 0 0 0 0 0 0
0
0 0 0 0 0 0 0 0
00 N 0 I
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 6/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS85\3741 DANNY ST.SDF
JOB TITLE: 6551 FLAMENCO ST
NFPA WATER SUPPLY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI)
SOURCE 65.0 55.0 600.0 65.0 31.7 31.6
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 31.7 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 5.0 GPM
OTHER HOSE STREAM ALLOWANCES 0.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.7 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
8.0 K= 4.90 7.0 13.0
2 8.0 K= 4.90 7.8 13.7
TOR 8.0 - - - - 11.0 - - -
BOR 0.0 - - - - 16.0 - - -
WM1 0.0 - - - - 18.9 - - -
WM2 0.0 - - - - 24.9 - - -
SOURCE 0.0 SOURCE 31.6 26.7
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 6/21/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS85\3741 DANNY ST.SDF
JOB TITLE: 6551 FLAMENCO ST
NFPA PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe)
To Node El (ft) PT Tot. (0) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 4.90 13.0 Disch 10.00 150 0.8
2 8.0 7.8 0.0 P1.000 L: 5.0 15.00 0.0
1 8.0 7.0 13.0 1.101 2T:10.0 25.00 0.031 0.8
Pipe: 2 4.90 13.7 Disch 17.50 150 3.2
TOR 8.0 11.0 13.0 1 F1.000 2L:10.0 10.00 0.0
2 8.0 7.8 26.7 1.101 27.50 0.116 3.2
Pipe: 3 0.0 0.0 8.00 150 5.0
BOR 0.0 16.0 26.7 2 F1.000 L: 5.0 5.00 -3.5
TOR 8.0 11.0 26.7 1.101 13.00 0.116 1.5
Pipe: 8 0.0 0.0 15.00 150 3.0
WM1 0.0 18.9 26.7 TOR L1.000 E: 3.0 3.00 0.0
BOR 0.0 16.0 26.7 1.025 18.00 0.164 3.0
Pipe: 9 0.0 Fixed Pressure Loss Device
WM2 0.0 24.9 26.7 BOR 6.0 psi, 26.7 gpm
WM1 0.0 18.9 26.7
Pipe: 10 Source 0.0 7.00 150 6.6
SOURCE 0.0 31.6 26.7 WM1 LO.750 T: 4.0 4.00 0.0
WM2 0.0 24.9 26.7 0.785 11.00 0.603 6.6
NOTES (HASS)
Calculations were performed by the HASS 8.5 computer program
under license no. 38011909 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 0.001 gpm and a maximum
imbalance at any node of 0.007 gpm.
Total pressure at each node is used in balancing the system.
Maximum water velocity is 17.7 ft/sec at pipe 10.
Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
Available pressure at source node SOURCE under full flow conditions is
64.91 psi compared to the minimum required pressure of 20.00 psi.
Notes