FSS2018-0018ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT RESIDENTIAL FIRE SYSTEMS INC 8085 E CRYSTAL DRIVE ANAHEIM CA 92807
BILL TO RESIDENTIAL FIRE SYSTEMS INC 8085 E CRYSTAL DRIVE ANAHEIM CA 92807
CONTRACTOR RESIDENTIAL FIRE SYSTEMS INC 8085 E CRYSTAL DRIVE ANAHEIM CA 92807
OWNER MICHAEL BERMAN
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
PUBLIC COUNTER VISIT AARON HICKSON 6/26/2018 6/26/2018
CONTRACTOR WAS MAILED PLANS AND CITY EMAILED PDF
OF JOB CARD ON 6/22/2018 CAME IN 6/26/2018 AND
PRINTED JOB CARD FOR CONTRACTOR.
CONDITIONS
Description: BERMAN RESIDENCE / FIRE SPRINKLER
Type: FIRE SPRINKLER Subtype:
COMMERCIAL/INDUSTRIAL
Status: ISSUED Applied: 2/2/2018 AHI
Parcel No: 767670027 Site Address: 52355 ROSS AVE LA QUINTA,CA 92253 Approved: 2/7/2018 RCA
Subdivision: TR 33076-1 Block: Lot: 7 Issued: 6/26/2018 AHI
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $0.00 Occupancy Type: Construction Type: Expired: 12/23/2018 AHI
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
FINANCIAL INFORMATION
Printed: Thursday, February 09, 2023 11:37:53 AM 1 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2018-0018
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD ROUGH
PIPING
6/22/2018 6/26/2018 APPROVED INSPECTION BY FSS GONZALEZ.
OVERHEAD HYRO 6/22/2018 6/26/2018 APPROVED INSPECTION BY FSS GONZALEZ.
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST PERMIT TECH (1
DAY)
PERMIT TECH
BUCKET
2/2/2018 2/5/2018 2/5/2018
1ST FIRE (2 WK)RONALD
GRIESINGER
2/2/2018 2/16/2018 2/7/2018 APPROVED
PARENT PROJECTS
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED
101-0000-42421 0 $156.00 $156.00 2/2/18 R31672 105702 CHECK RESIDENTIAL FIRE
SYSTEMS INC AHI
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $234.00 $234.00 2/2/18 R31672 105702 CHECK RESIDENTIAL FIRE
SYSTEMS INC AHI
Total Paid for FIRE FEES: $390.00 $390.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 2/2/18 R31672 105702 CHECK RESIDENTIAL FIRE
SYSTEMS INC AHI
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 2/2/18 R31672 105702 CHECK RESIDENTIAL FIRE
SYSTEMS INC AHI
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$405.00 $405.00
Printed: Thursday, February 09, 2023 11:37:53 AM 2 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2018-0018
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 6/22/2018 AARON HICKSON FIRE JOB CARD FIRE JOB CARD.doc
DOC 6/26/2018 AARON HICKSON FIRE JOB CARD FIRE JOB CARD_1_1.doc
BOND INFORMATION
Printed: Thursday, February 09, 2023 11:37:53 AM 3 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2018-0018
79485 Calle Tampico La Quinta, CA 92253 Main Number (760) 777-7158 Inspection Number (760)777-7131
CITY OF LA QUINTA FIRE PROTECTION PLANNING
RECORD OF INSPECTIONS / PERMIT CARD
THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.
INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE.
JOB
ADDRESS: 52355 ROSS AVE PERMIT# : FSS2018-0018 DATE
ISSUED:
DESCRIPTION: BERMAN RESIDENCE / FIRE SPRINKLER CONTRACTOR:
HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS
Thrust block pre-pour Door fan test
UG rough piping Abort test
UG hydro Mechanical shutdown
Flush Detector test
Final E F Deluge/pre-action
SPRINKLER U.G. Final E F
Thrust block pre-pour UST/AST TANK
UG rough piping Installation
UG hydro Removal
Flush Emergency shut off
Final E F Primary piping
FIRE SPRINKLER Secondary piping
Weld inspection Dispensers & shear valves
Overhead rough piping Final E F
Overhead hydro MISC. INSPECTIONS
UG flush / OK to connect Spray booths
Main drain/inspectors’ test Hood/duct extinguishing
High pile storage High pile rack storage
In-rack sprinklers H.P. vents/access/corridors
Hose racks Tract access/hydrant verification
Final E F
HOOD EXTINGUISHING OTHER CONST. PERMIT
Detection system
Function test
Gas/electrical shut-off
Nozzle model/placement
Fire alarm connection
Final E F
SPRAY BOOTHS FIRE CODE PERMIT(S)
Installation
Air flow test
Mechanical interlock
Extinguishing system
Fire alarm connection
Final E F
FIRE ALARM KNOX SYSTEM
Rough-wire inspection Building Knox box
Function test Gate access Knox box/padlock
Duct detectors/velocity BUILDING INSPECTIONS
24 hr. battery test T/I final
Sprinkler monitoring Shell final
Final E F Final for occupancy
FINAL INSPECTION DATE: INSPECTORS SIGNATURE:
79485 Calle Tampico La Quinta, CA 92253 Main Number (760) 777-7158 Inspection Number (760)777-7131
INSPECTION NOTES
1. Sway bracing and hangers will be inspected at the time of rough piping inspection.
2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration.
3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required.
4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test.
5. Contractor shall supply all testing equipment, access and operating instructions at time of test.
6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may
cause the affected system to be covered or hidden.
POLICIES ON FIELD INSPECTIONS
A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number
available when scheduling inspections. The inspection hotline for the City of La Quinta is (760)777-7131
B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT
commence without approved plans.
C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be
required to schedule the necessary inspections and be present on site for inspections.
D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the
responsible party not on site or where previously noted corrections have not been completed.
E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be
entered into the structure until clearance has been granted by the Fire Dept and Building Official.
F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire
Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building
Official.
INSPECTION NOTES:
THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS
MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS.
THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED
WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE.
THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE
RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.
4c� City of La Quinta
o p Design and Development Department
5 78-495 Calle Tampico
c Lo Quinta,.CA 92253
' Telephone: (760)777-7125 Fax: (760)777-1233
��yoFr�wa www.lo-quinto.ora
Riverside County Fire Department
Riverside Office
2300 Market Street, Ste. 150
Riverside, CA 92501
(951)955-4777
FIRE REVIEW APPLICATION
P t
FF® A 2 2010
DATE PAID STAMP
CITY OF LA OUINTA
IFglAN -11`10 O�V40PMENT DEPARTMENT
Project Name: _boerM410 h5 iC enc e Sign:
Site Address: 52 - 355 kw5,s AVenv e Print: Alpxi5 lip mu-ez
City & Zip: LA-04 ih I -A . C aatorvsr'a VZO
• Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the
City's fire department, and the County designee serves as the City's fire chief. Applicant recognizes this
contracted arrangement and shall comply with County Fire Department directions. _
APRI:ICANTJICONTACT INFORMATION O 4tRAC`zTOR INFORMAT�!DN D Same as Atat lier�r�t info
Applicant Name:
Contact Person:
Mailing Address:
City & Zip:
Phone Number: Fax:
Email:
Contractor: Rre 5w%k-e s -Inc.
Contact Person: A l exi'a AZamlyez-
Mailing Address; f505SSE, C Y511dt Ortwe
City & Zip: AnctherY,n . b'yoansl
Phone Number: 71q -669-9!1 Fax:
Email AluiS K,@ I r_gP`w. Corn
A. APPLICATION TYPE
RE'SMUNKLER SYSTEM
SUPRES$I pN SYSTEM
❑ NEW COMMERCIAL/INDUSTRIAL
❑ HOOD & DUCT
$405
❑ 0-35,000 SQ FT
$639
❑ SPRAY BOOTH
$795
❑ 35,001-75,000 SQ FT
$756
❑ CELL SITE
$795
❑ 75,001-120,000 SQ FT
$951
❑ OTHER SUPRESSION SYSTEM
$795
❑ 120,001 AND UP
$1185
'MISC
❑ TI COMMERCIAL/INDUSTRIAL
$405
❑ HAZMAT
$327
RESIDENTIAL - 1 DWELLING UNIT
$405
❑ HIGH PILE RACK STORAGE
$327
❑ RESIDENTIAL - (EA) ADDITIONAL x
$390
❑ NEW COMMERCIAL - U/G WATER
$483
❑ MULTI -FAMILY (3 OR MORE)
$561
❑ FIRE FLOW REPORT
$327
FIRE ALARM SYSTEM
❑ TECHNICAL REPORT RESEARCH
HOURLY@ $1S6/HR
❑ COMMERCIAL - SPRINKLER MONITORING
$405
❑ SPECIAL INSPECTION
$161
❑ COMMERCIAL - FIRE ALARM SYSTEM
$1092
❑ FIRE PUMPS
$639
FIRE ALARMj$YSTEM
❑ STANDPIPE SYSTEMS
$561
❑ COMMERCIAL - SPRINKLER MONITORING
$405
❑ WATER TANKS
$390
❑ COMMERCIAL - FIRE ALARM SYSTEM
$1092
STORAGE TANKS
❑ DISPENSERS ONLY
HOURLY @ $156/HR
❑ ABOVE GROUND
HOURLY @ $156/HR
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u
10
RESIDENTIAL FIRE SYSTEMS, INC.
t 8085 EAST CRYSTAL DRIVE
ANAHEIM, CA. 92807
HYDRAULIC CALCULATIONS
FOR
BERMAN RESIDENCE
2 HD OWNER'S SUITE CALC
FILE NUMBER: 11557
DATE: JAN 24, 2018
DH�[.�11e3`i97[ut.a
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
COVERAGE PER SPRINKLER:
NUMBER OF SPRINKLERS CALCULATED:
TOTAL SPRINKLER WATER FLOW REQUIRED
NFPA 13D, 2016 EDITION
0.05 gpm/sq. ft.
512.0 sq. ft.
256.0 sq. ft. max.
2 sprinklers
27.0 gpm
TOTAL WATER REQUIRED (including hose): 32.0 gpm
FLOW AND PRESSURE (@ BOR): 27.0 gpm @ 30.2 psi
SPRINKLER ORIFICE SIZE: 7/16 inch
NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC
DESIGN/LAYOUT BY: ALEXIS R.
AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA
CONTRACTOR CERTIFICATION NUMBER: 786965
CALCULATIONS BY HASS COMPUTER PROGRAM ,
HRS SYSTEMS, INC.
APPROVAL
Riverside County
Fire Department
p e of th Fi�Iesinger_
hl
By' on
The approval of plans and specifications does not
per the violation, deletion, omission or faulty
installation of any requirements of TiNe 24 or any
i ccal Ordinances. Cored forinspectil remain
on purposes until
accessible and
he Fire Department.
approved by
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 1/24/2018 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\OWNER'S SUITE.SDF
JOB TITLE: BERMAN RESIDENCE
WATER SUPPLY DATA
SOURCE
STATIC
RESID. FLOW
AVAIL.
TOTAL
REQ'D
NODE
PRESS.
PRESS. @
PRESS.
@ DEMAND
PRESS.
TAG
(PSI)
(PSI) (GPM)
(PSI)
(GPM)
(PSI)
SRC
67.1
20.0 1500.0
67.1
32.0
53.1
AGGREGATE FLOW ANALYSIS:
TOTAL
FLOW AT SOURCE
32.0
GPM
TOTAL
HOSE STREAM ALLOWANCE AT SOURCE
0.0
GPM
OTHER
HOSE STREAM ALLOWANCES
5.0
GPM
TOTAL
DISCHARGE FROM
ACTIVE SPRINKLERS
27.0
GPM
NODE
ANALYSIS DATA
NODE
TAG ELEVATION
NODE TYPE
PRESSURE
DISCHARGE
(FT)
(PSI)
(GPM)
1
10.0
- - - -
17.2
- - -
2
10.0
- - - -
17.2
- - -
3
10.0
- - - -
17.4
- - -
4
10.0
- - - -
17.4
- - -
5
10.0
- - - -
17.5
- - -
6
10.0
- - - -
17.5
- - -
7
10.0
- - - -
18.1
- - -
8
10.0
- - - -
19.5
- - -
9
10.0
- - - -
20.3
- - -
10
10.0
- - - -
23.0
- - -
11
10.0
- - - -
21.7
- - -
12
10.0
- - - -
16.9
- - -
13
10.0
- - - -
14.5
- - -
14
10.0
- - - -
8.7
- - -
14A
10.0
K= 4.90
8.1
14.0
15
10.0
K= 4.90
7.0
13.0
16
10.0
- - - -
15.2
- - -
17
10.0
- - - -
16.0
- - -
TOR
10.0
- - - -
23.6
- - -
BOR
2.0
- - - -
30.2
- - -
U1
2.0
HOSE STREAM
31.6
5.0
U2
-2.0
- - - -
34.1
- - -
U3
-2.0
- - - -
37.3
- - -
U4
-2.0
- - - -
41.3
- - -
SRC
-4.0
SOURCE
53.1
32.0
SPRINKLER
SYSTEM HYDRAULIC ANALYSIS
Page 3
DATFv: 1/24/2018
LA QUINTA\FIRE
SPRINKLERS\CALCS\INITIAL\OWNER'S
SUITE.SDF
JOB
TITLE:
BERMAN RESIDENCE
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
0.0
0.874
PL
9.42
PF
0.0
1
10.0
0.0
17.2
0.0
0.0
150
FTG
E
PE
0.0
2
10.0
0.0
17.2
0.0
0.000
TL
16.42
PV
Pipe:
2
-10.6
1.101
PL
11.66
PF
0.3
2
10.0
0.0
17.2
0.0
3.6
150
FTG
2R
PE
0.0
3
10.0
0.0
17.4
0.0
0.021
TL
13.66
PV
Pipe:
3
0.0
0.874
PL
9.66
PF
0.0
3
10.0
0.0
17.4
0.0
0.0
150
FTG
ER
PE
0.0
4
10.0
0.0
17.4
0.0
0.000
TL
17.66
PV
Pipe:
4
-10.6
1.101
PL
0.66
PF
0.0
3
10.0
0.0
17.4
0.0
3.6
150
FTG
R
PE
0.0
5
10.0
0.0
17.5
0.0
0.021
TL
1.66
PV
Pipe:
5
0.0
0.874
PL
2.42
PF
0.0
5
10.0
0.0
17.5
0.0
0.0
150
FTG
T
PE
0.0
6
10.0
0.0
17.5
0.0
0.000
TL
5.42
PV
Pipe:
6
-10.6
1.101
PL
20.42
PF
0.6
5
10.0
0.0
17.5
0.0
3.6
150
FTG
2F5R
PE
0.0
7
10.0
0.0
18.1
0.0
0.021
TL
27.42
PV
Pipe:
7
-10.6
1.101
PL
50.66
PF
1.5
7
10.0
0.0
18.1
0.0
3.6
150
FTG
6FT7R
PE
0.0
8
10.0
0.0
19.5
0.0
0.021
TL
68.66
PV
Pipe:
8
-10.6
1.101
PL
25.58
PF
0.8
8
10.0
0.0
19.5
0.0
3.6
150
FTG
4FT2R
PE
0.0
9
10.0
0.0
20.3
0.0
0.021
TL
36.58
PV
Pipe:
9
-10.6
1.101
PL
82.83
PF
2.7
9
10.0
0.0
20.3
0.0
3.6
150
FTG
9F4E8R
PE
0.0
10
10.0
0.0
23.0
0.0
0.021
TL
127.83
PV
Pipe:
10
16.3
1.101
PL
16.83
PF
1.3
10
10.0
0.0
23.0
0.0
5.5
150
FTG
2FE2R
PE
0.0
11
10.0
0.0
21.7
0.0
0.047
TL
27.83
PV
Pipe:
11
16.3
1.101
PL
74.08
PF
4.8
11
10.0
0.0
21.7
0.0
5.5
150
FTG
8FET9R
PE
0.0
12
10.0
0.0
16.9
0.0
0.047
TL
103.08
PV
Pipe:
12
16.3
1.101
PL
32.00
PF
2.4
12
10.0
0.0
16.9
0.0
5.5
150
FTG
4FET3R
PE
0.0
13
10.0
0.0
14.5
0.0
0.047
TL
51.00
PV
r '
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 1/24/2018 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\OWNER'S SUITE.SDF • a
JOB TITLE: BERMAN RESIDENCE
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: 13 27.0 0.874 PL 12.00 PF 5.8
13 10.0 0.0 14.5 0.0 14.4 150 FTG TR PE 0.0
14 10.0 0.0 8.7 0.0 0.364 TL 16.00 PV
Pipe: 13A 14.0 0.874 PL 2.08 PF 0.5
14 10.0 0.0 8.7 0.0 7.5 150 FTG T PE 0.0
14A 10.0 4.9 8.1 14.0 0.108 TL 5.08 PV
Pipe: 14 13.0 0.874 PL 9.33 PF 1.6
14 10.0 0.0 8.7 0.0 7.0 150 FTG ER PE 0.0
15 10.0 4.9 7.0 13.0 0.094 TL 17.33 PV
Pipe: 15 -10.6 1.101 PL 24.92 PF 0.7
13 10.0 0.0 14.5 0.0 3.6 150 FTG 2F4R PE 0.0
16 10.0 0.0 15.2 0.0 0.021 TL 30.92 PV
Pipe: 16 -10.6 1.101 PL 19.75 PF 0.8
16 10.0 0.0 15.2 0.0 3.6 150 FTG 2F2E3R PE 0.0
17 10.0 0.0 16.0 0.0 0.021 TL 38.75 PV
Pipe: 17 -10.6 1.101 PL 44.75 PF 1.2
17 10.0 0.0 16.0 0.0 3.6 150 FTG 4F7R PE 0.0
2 10.0 0.0 17.2 0.0 0.021 TL 55.75 PV
Pipe: 18 -27.0 1.394 PL 7.33 PF 0.6
10 10.0 0.0 23.0 0.0 5.7 150 FTG ER PE 0.0
TOR 10.0 0.0 23.6 0.0 0.037 TL 16.33 PV
Pipe: 100 -27.0 1.101 PL 8.00 PF 3.1
TOR 10.0 0.0 23.6 0.0 9.1 150 FTG E3RC PE 3.5
BOR 2.0 0.0 30.2 0.0 0.118 TL 26.00 PV
Pipe: 103 -27.0 1.025 PL 2.50 PF 1.4
BOR 2.0 0.0 30.2 0.0 10.5 150 FTG 2E PE 0.0
U1 2.0 H.S. 31.6 5.0 0.168 TL 8.50 PV
Pipe: 104 -32.0 1.505 PL 6.50 PF 0.8
Ul 2.0 H.S. 31.6 5.0 5.8 150 FTG ETRG PE 1.7
U2 -2.0 0.0 34.1 0.0 0.035 TL 23.50 PV
Pipe: 105 -32.0 1.598 PL 102.08 PF 3.2
U2 -2.0 0.0 34.1 0.0 5.1 150 FTG 2E PE 0.0
U3 -2.0 0.0 37.3 0.0 0.026 TL 120.08 PV
Pipe: 106 FIXED PRESSURE LOSS DEVICE
U4 -2.0 0.0 41.3 0.0 4.0 psi, 32.0 gpm
U3 -2.0 0.0 37.3 0.0
Pipe: 107 -32.0 0.995 PL 38.25 PF 10.9
U4 -2.0 0.0 41.3 0.0 13.2 150 FTG EG PE 0.9
SRC -4.0 SRCE 53.1 (N/A) 0.265 TL 41.25 PV
j' 0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
4 DATFi: 1/24/2018 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\OWNER'S SUITE.SDF
JOB TITLE: BERMAN RESIDENCE
NOTES (HASS):
(1) Calculations were performed by the HASS 8.7 computer program
in accordance with NFPA13 (2016)
under license no. 38061304 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) 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 0.008 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 14.4 ft/sec at pipe 13.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node SRC under full flow conditions is
67.05 psi with a flow of 36.56 gpm.
(6) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: F
MATERIAL: CPVC
HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
F
E
T R
K
C
G
45
E1
Tee RunT
Kplg
ChkVly
Gate
0.874
1.00
7.00
3.00 1.00
1.00
5.00
2.00
1.101
1.00
7.00
5.00 1.00
1.00
8.00
2.00
1.394
2.00
8.00
6.00 1.00
1.00
11.00
3.00
1.598
2.00
9.00
8.00 1.00
1.00
14.00
3.00
PAGE: K
MATERIAL: CT-K
HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E
T
F R
K
C
G N X
Ell
Tee 45-Ell
TeeRun
Kouplg
ChkVly GatVly
NPTee AngVly
0.995
2.00
6.00
1.00 2.00
0.00
6.00
0.00 6.00 14.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 ,
DATE: 1/24/2018 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\OWNER'S SUITE.SDF r
JOB TITLE: BERMAN RESIDENCE
PAGE: L
MATERIAL: CT-L HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E
T F R
K
C
G
N
Ell
Tee 45-Ell TeeRun
Kouplg
ChkVly
GatVly
NPTee
1.025
3.00
7.00 1.00 2.00
0.00
7.00
0.00
7.00
1.505
4.00
9.00 2.00 3.00
0.50
10.00
0.00
9.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DATB: 1/24/2018 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\OWNER'S SUITE.SDF
JOB TITLE: BERMAN RESIDENCE
E
0
0
0
(D
Ln
3
O
Gu
V)
(D
0
0
N
TS
-ri
v
a
cl) a
H 0
(n . 1
a �
z
� U
U
a
w
H
0 0 0 0 0 0 0 0
o
0 0 0 0 0 0 0 0 +
CO r- l0 Ln IT rn N r-I O I
w0 wc4MM�Drxw - aU) -H
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 1/24/2018 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\OWNER'S SUITE.SDF
JOB TITLE: BERMAN RESIDENCE
WATER SUPPLY CURVE
72+
I
I
0\
66+ \
I \
I \
I \
60+ \\
I \
I \
I \
54+ \
X \\
I \
I \
P 48+ \
R I \
E \
S I \\
S 42+ \
U I \
R I \
E I \
36+ \\
( I \
P I \
S I \
I 30+ \
I \
I \
24+ \
I \
I \
I * <-20.0 psi @ 1500 gpm
18+ Flow Test Point
I
I
12+ LEGEND To
Ito
X = Required Water Supply "
I 53.12 psi @ 32.0 gpm
6+
I 0 = Available Water Supply
I 67.06 psi @ 32.0 gpm "
I"
0++-+---+----+-----+------+--------+--------+---------+-----------+
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
RESIDENTIAL FIRE SYSTEMS, INC.
8085 EAST CRYSTAL DRIVE
ANAHEIM, CA. 92807
HYDRAULIC CALCULATIONS
FOR
BERMAN RESIDENCE
2 HD BEDROOM#2 CALC
FILE NUMBER: 11557
DATE: JAN 25, 2018
-DESIGN DATA -
OCCUPANCY CLASSIFICATION: NFPA 13D, 2016 EDITION
DENSITY: 0.05 gpm/sq. ft.
AREA OF APPLICATION: 512.0 sq. ft.
COVERAGE PER SPRINKLER: 256.0 sq. ft. max.
NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers
TOTAL SPRINKLER WATER FLOW REQUIRED: 26.1 gpm
TOTAL WATER REQUIRED (including hose): 31.1 gpm
FLOW AND PRESSURE (@ BOR): 26.1 gpm @ 24.4 psi
SPRINKLER ORIFICE SIZE: 7/16 inch
NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC
DESIGN/LAYOUT BY: ALEXIS R.
AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA
CONTRACTOR CERTIFICATION NUMBER: 786965
CALCULATIONS BY HASS COMPUTER PROGRAM ,
HRS SYSTEMS, INC.
SPRINKLER
SYSTEM
HYDRAULIC
ANALYSIS
Page 2
DATE:
1/25/2018NCE,
LA QUINTA\FIRE
SPRINKLERS\CALCS\INITIAL\BEDROOM#2.SDF
JOB TITLE:
BERMAN
RESIDENCE
WATER
SUPPLY DATA
SOURCE
STATIC
RESID.
FLOW
AVAIL.
TOTAL
REQ'D
NODE
PRESS.
PRESS. @
PRESS.
@ DEMAND
PRESS.
TAG
(PSI)
(PSI)
(GPM)
(PSI)
(GPM)
(PSI)
SRC
67.1
20.0
1500.0
67.1
31.1
46.5
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
10.0
K= 4.90
7.1
13.1
2
10.0
- - - -
8.7
- - -
3
10.0
- - - -
8.7
- - -
4
10.0
K= 4.90
7.0
13.0
5
10.0
- - - -
8.8
- - -
6
10.0
- - - -
8.8
- - -
7
10.0
- - - -
9.7
- - -
6
10.0
- - - -
12.0
- - -
9
10.0
- - - -
13.2
- - -
10
10.0
- - - -
17.4
- - -
11
10.0
- - - -
16.7
- - -
12
10.0
- - - -
13.7
- - -
13
10.0
- - - -
12.3
- - -
14
10.0
- - - -
12.3
- - -
14A
10.0
- - - -
12.3
- - -
15
10.0
- - - -
12.3
- - -
16
10.0
- - - -
11.4
- - -
17
10.0
- - - -
10.3
- - -
TOR
10.0
- - - -
18.0
- - -
BOR
2.0
- - - -
24.4
- - -
Ul
2.0
HOSE STREAM
25.7
5.0
U2
-2.0
- - - -
28.2
- - -
U3
-2.0
- - - -
31.2
- - -
U4
-2.0
- - - -
35.2
- - -
SRC
-4.0
SOURCE
46.5
31.1
SPRINKLER
SYSTEM
HYDRAULIC ANALYSIS
Page 3
DATE.: 1/25/2018NCE,
LA
QUINTA\FIRE
SPRINKLERS\CALCS\INITIAL\BEDROOM#2.SDF
JOB
TITLE:
BERMAN
RESIDENCE
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
-13.1
0.874
PL
9.42
PF
1.6
1
10.0
4.9
7.1
13.1
7.0
150
FTG
E
PE
0.0
2
10.0
0.0
8.7
0.0
0.096
TL
16.42
PV
Pipe:
2
-0.6
1.101
PL
11.66
PF
0.0
2
10.0
0.0
8.7
0.0
0.2
150
FTG
2R
PE
0.0
3
10.0
0.0
8.7
0.0
0.000
TL
13.66
PV
Pipe:
3
13.0
0.874
PL
9.66
PF
1.7
3
10.0
0.0
8.7
0.0
7.0
150
FTG
ER
PE
0.0
4
10.0
4.9
7.0
13.0
0.094
TL
17.66
PV
Pipe:
4
-13.6
1.101
PL
0.66
PF
0.1
3
10.0
0.0
8.7
0.0
4.6
150
FTG
R
PE
0.0
5
10.0
0.0
8.8
0.0
0.033
TL
1.66
PV
Pipe:
5
0.0
0.874
PL
2.42
PF
0.0
5
10.0
0.0
8.8
0.0
0.0
150
FTG
T
PE
0.0
6
10.0
0.0
8.8
0.0
0.000
TL
5.42
PV
Pipe:
6
-13.6
1.101
PL
20.42
PF
0.9
5
10.0
0.0
8.8
0.0
4.6
150
FTG
2F5R
PE
0.0
7
10.0
0.0
9.7
0.0
0.033
TL
27.42
PV
Pipe:
7
-13.6
1.101
PL
50.66
PF
2.3
7
10.0
0.0
9.7
0.0
4.6
150
FTG
6FT7R
PE
0.0
8
10.0
0.0
12.0
0.0
0.033
TL
68.66
PV
Pipe:
8
-13.6
1.101
PL
25.58
PF
1.2
8
10.0
0.0
12.0
0.0
4.6
150
FTG
4FT2R
PE
0.0
9
10.0
0.0
13.2
0.0
0.033
TL
36.58
PV
Pipe:
9
-13.6
1.101
PL
82.83
PF
4.3
9
10.0
0.0
13.2
0.0
4.6
150
FTG
9F4E8R
PE
0.0
10
10.0
0.0
17.4
0.0
0.033
TL
127.83
PV
Pipe:
10
12.5
1.101
PL
16.83
PF
0.8
10
10.0
0.0
17.4
0.0
4.2
150
FTG
2FE2R
PE
0.0
11
10.0
0.0
16.7
0.0
0.028
TL
27.83
PV
Pipe:
11
12.5
1.101
PL
74.08
PF
2.9
11
10.0
0.0
16.7
0.0
4.2
150
FTG
8FET9R
PE
0.0
12
10.0
0.0
13.7
0.0
0.028
TL
103.08
PV
Pipe:
12
12.5
1.101
PL
32.00
PF
1.5
12
10.0
0.0
13.7
0.0
4.2
150
FTG
4FET3R
PE
0.0
13
10.0
0.0
12.3
0.0
0.028
TL
51.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 1/25/2018NCE, LA
QUINTA\FIRE
SPRINKLERS\CALCS\INITIAL\BEDROOM#2.SDF
JOB
TITLE:
BERMAN
RESIDENCE
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:
13
0.0
0.874
PL
12.00
PF
0.0
13
10.0
0.0
12.3
0.0
0.0
150
FTG
TR
PE
0.0
14
10.0
0.0
12.3
0.0
0.000
TL
16.00
PV
Pipe:
13A
0.0
0.874
PL
2.08
PF
0.0
14
10.0
0.0
12.3
0.0
0.0
150
FTG
T
PE
0.0
14A
10.0
0.0
12.3
0.0
0.000
TL
5.08
PV
Pipe:
14
0.0
0.874
PL
9.33
PF
0.0
14
10.0
0.0
12.3
0.0
0.0
150
FTG
ER
PE
0.0
15
10.0
0.0
12.3
0.0
0.000
TL
17.33
PV
Pipe:
15
12.5
1.101
PL
24.92
PF
0.9
13
10.0
0.0
12.3
0.0
4.2
150
FTG
2F4R
PE
0.0
16
10.0
0.0
11.4
0.0
0.028
TL
30.92
PV
Pipe:
16
12.5
1.101
PL
19.75
PF
1.1
16
10.0
0.0
11.4
0.0
4.2
150
FTG
2F2E3R
PE
0.0
17
10.0
0.0
10.3
0.0
0.028
TL
38.75
PV
Pipe:
17
12.5
1.101
PL
44.75
PF
1.6
17
10.0
0.0
10.3
0.0
4.2
150
FTG
4F7R
PE
0.0
2
10.0
0.0
8.7
0.0
0.028
TL
55.75
PV
Pipe:
18
-26.1
1.394
PL
7.33
PF
0.6
10
10.0
0.0
17.4
0.0
5.5
150
FTG
ER
PE
0.0
TOR
10.0
0.0
18.0
0.0
0.035
TL
16.33
PV
Pipe:
100
-26.1
1.101
PL
8.00
PF
2.9
TOR
10.0
0.0
18.0
0.0
8.8
150
FTG
E3RC
PE
3.5
BOR
2.0
0.0
24.4
0.0
0.111
TL
26.00
PV
Pipe:
103
-26.1
1.025
PL
2.50
PF
1.3
BOR
2.0
0.0
24.4
0.0
10.1
150
FTG
2E
PE
0.0
Ul
2.0
H.S.
25.7
5.0
0.158
TL
8.50
PV
Pipe:
104
-31.1
1.505
PL
6.50
PF
0.8
Ul
2.0
H.S.
25.7
5.0
5.6
150
FTG
ETRG
PE
1.7
U2
-2.0
0.0
28.2
0.0
0.034
TL
23.50
PV
Pipe:
105
-31.1
1.598
PL
102.08
PF
3.0
U2
-2.0
0.0
28.2
0.0
5.0
150
FTG
2E
PE
0.0
U3
-2.0
0.0
31.2
0.0
0.025
TL
120.08
PV
Pipe:
106
FIXED PRESSURE LOSS
DEVICE
U4
-2.0
0.0
35.2
0.0
4.0
psi,
31.1 gpm
U3
-2.0
0.0
31.2
0.0
Pipe:
107
-31.1
0.995
PL
38.25
PF
10.4
U4
-2.0
0.0
35.2
0.0
12.8
150
FTG
EG
PE
0.9
SRC
-4.0
SRCE
46.5
(N/A)
0.252
TL
41.25
PV
+ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 1/25/2018NCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BEDROOM#2.SDF
JOB TITLE: BERMAN RESIDENCE
NOTES (HASS):
(1) Calculations were performed by the HASS 8.7 computer program
in accordance with NFPA13 (2016)
under license no. 38061304 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.002 gpm and a maximum
imbalance at any node of 0.041 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 12.8 ft/sec at pipe 107.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node SRC under full flow conditions is
67.05 psi with a flow of 38.54 gpm.
(6) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: F
MATERIAL: CPVC
HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
F
E
T R
K
C
G
45
E1
Tee RunT
Kplg
ChkVly
Gate
0.874
1.00
7.00
3.00 1.00
1.00
5.00
2.00
1.101
1.00
7.00
5.00 1.00
1.00
8.00
2.00
1.394
2.00
8.00
6.00 1.00
1.00
11.00
3.00
1.598
2.00
9.00
8.00 1.00
1.00
14.00
3.00
PAGE: K
MATERIAL: CT-K
HWC: 150
Diameter
Equivalent
Fitting Lengths
in Feet
(in)
E
T
F R
K
C
G N X
Ell
Tee 45-Ell
TeeRun
Kouplg
ChkVly GatVly
NPTee AngVly
0.995
2.00
6.00
1.00 2.00
0.00
6.00
0.00 6.00 14.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 •
DATE: 1/25/2018NCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BEDROOM#2.SDF
JOB TITLE: BERMAN RESIDENCE
PAGE: L
MATERIAL: CT-L
HWC: 150
Diameter
Equivalent
Fitting Lengths
in Feet
(in)
E
T
F R
K
C
G
N
Ell
Tee 45-Ell
TeeRun
Kouplg
ChkVly
GatVly
NPTee
1.025
3.00
7.00
1.00 2.00
0.00
7.00
0.00
7.00
1.505
4.00
9.00
2.00 3.00
0.50
10.00
0.00
9.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
• DATB: 1/25/2018NCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BEDROOM#2.SDF
JOB TITLE: BERMAN RESIDENCE
E
R+
0
0
0
u�
3
O
Ga
.H
m
P�
0
0
0
N
•ri
N
�i
U] la4
H o
a r
z
K� ..
a -'
w ro
z 4-'
x
w
H
3
I
0 0 0 0 0 0 0
o v
0 0 0 0 0 0 0
[� �O to G' M N r-I o I
����w ax(4 - aCo -H
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 1/25/2018NCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BEDROOM#2.SDF
JOB TITLE: BERMAN RESIDENCE
WATER SUPPLY CURVE
72+
I
I
0\
66+ \
I \
I \
I \
60+ \\
I \
I \
I \
54+ \
I \\
I \
I \
P 48+ \
R X \
E I \
S I \\
S 42+ \
U I \
R \
E \
36+ \\
( I \
P \
S \
130+ \
I \
I \
24+ \
I \
I \
I
18+
I
I
12+ LEGEND "
I X = Required Water Supply
1 46.49 psi @ 31.1 gpm "
6+ "
1 0 = Available Water Supply "
67.06 psi @ 31.1 gpm "
I"
<-20.0 psi @ 1500 gpm
Flow Test Point
0++-+---+----+-----+------+--------+--------+---------+-----------+
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)
RESIDENTIAL FIRE SYSTEMS, INC.
8085 EAST CRYSTAL DRIVE
ANAHEIM, CA. 92807
HYDRAULIC CALCULATIONS
FOR
BERMAN RESIDENCE
1 HD BATH#2 CALC
FILE NUMBER: 11557
DATE: JAN 24, 2018
-DESIGN DATA -
OCCUPANCY CLASSIFICATION:
DENSITY:
AREA OF APPLICATION:
COVERAGE PER SPRINKLER:
NUMBER OF SPRINKLERS CALCULATED
TOTAL SPRINKLER WATER FLOW REQUIRED
TOTAL WATER REQUIRED (including hose):
FLOW AND PRESSURE (@ BOR):
SPRINKLER ORIFICE SIZE:
NFPA 13D, 2016 EDITION
0.05 gpm/sq. ft.
400.0 sq. ft.
400.0 sq. ft. max.
1 sprinklers
20.0 gpm
25.0 gpm
20.0 gpm @ 28.8 psi
7/16 inch
NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC
DESIGN/LAYOUT BY: ALEXIS R.
AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA
CONTRACTOR CERTIFICATION NUMBER: 786965
CALCULATIONS BY HASS COMPUTER PROGRAM ,
HRS SYSTEMS, INC.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 1/24/20181DENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BATH#2.SDF
JOB TITLE: BERMAN RESIDENCE
WATER SUPPLY DATA
SOURCE
STATIC
RESID. FLOW
AVAIL.
TOTAL
REQ'D
NODE
PRESS.
PRESS. @
PRESS.
@ DEMAND
PRESS.
TAG
(PSI)
(PSI) (GPM)
(PSI)
(GPM)
(PSI)
SRC
67.1
20.0 1500.0
67.1
25.0
45.7
AGGREGATE FLOW ANALYSIS:
TOTAL
FLOW AT SOURCE
25.0
GPM
TOTAL
HOSE STREAM ALLOWANCE AT SOURCE
0.0
GPM
OTHER
HOSE STREAM ALLOWANCES
5.0
GPM
TOTAL
DISCHARGE FROM
ACTIVE SPRINKLERS
20.0
GPM
NODE
ANALYSIS DATA
NODE
TAG ELEVATION
NODE TYPE
PRESSURE
DISCHARGE
(FT)
(PSI)
(GPM)
1
10.0
- - - -
18.1
- - -
2
10.0
- - - -
18.1
- - -
3
10.0
- - - -
17.8
- - -
4
10.0
- - - -
17.8
- - -
5
10.0
- - - -
17.8
- - -
6
10.0
K= 4.90
16.7
20.0
7
10.0
- - - -
18.4
- - -
8
10.0
- - - -
19.8
- - -
9
10.0
- - - -
20.6
- - -
10
10.0
- - - -
23.2
- - -
11
10.0
- - - -
22.8
- - -
12
10.0
- - - -
21.0
- - -
13
10.0
- - - -
20.2
- - -
14
10.0
- - - -
20.2
- - -
14A
10.0
- - - -
20.2
- - -
15
10.0
- - - -
20.2
- - -
16
10.0
- - - -
19.6
- - -
17
10.0
- - - -
19.0
- - -
TOR
10.0
- - - -
23.6
- - -
BOR
2.0
- - - -
28.8
- - -
U1
2.0
HOSE STREAM
29.7
5.0
U2
-2.0
- - - -
31.9
- - -
U3
-2.0
- - - -
33.9
- - -
U4
-2.0
- - - -
37.9
- - -
SRC
-4.0
SOURCE
45.7
25.0
SPRINKLER
SYSTEM HYDRAULIC ANALYSIS
Page 3
DATA: 1/24/2018IDENCE,
LA QUINTA\FIRE
SPRINKLERS\CALCS\INITIAL\BATH#2.SDF
JOB
TITLE:
BERMAN RESIDENCE
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
0.0
0.874
PL
9.42
PF
0.0
1
10.0
0.0
18.1
0.0
0.0
150
FTG
E
PE
0.0
2
10.0
0.0
18.1
0.0
0.000
TL
16.42
PV
Pipe:
2
9.4
1.101
PL
11.66
PF
0.2
2
10.0
0.0
18.1
0.0
3.2
150
FTG
2R
PE
0.0
3
10.0
0.0
17.8
0.0
0.017
TL
13.66
PV
Pipe:
3
0.0
0.874
PL
9.66
PF
0.0
3
10.0
0.0
17.8
0.0
0.0
150
FTG
ER
PE
0.0
4
10.0
0.0
17.8
0.0
0.000
TL
17.66
PV
Pipe:
4
9.4
1.101
PL
0.66
PF
0.0
3
10.0
0.0
17.8
0.0
3.2
150
FTG
R
PE
0.0
5
10.0
0.0
17.8
0.0
0.017
TL
1.66
PV
Pipe:
5
20.0
0.874
PL
2.42
PF
1.1
5
10.0
0.0
17.8
0.0
10.7
150
FTG
T
PE
0.0
6
10.0
4.9
16.7
20.0
0.209
TL
5.42
PV
Pipe:
6
-10.6
1.101
PL
20.42
PF
0.6
5
10.0
0.0
17.8
0.0
3.6
150
FTG
2F5R
PE
0.0
7
10.0
0.0
18.4
0.0
0.021
TL
27.42
PV
Pipe:
7
-10.6
1.101
PL
50.66
PF
1.4
7
10.0
0.0
18.4
0.0
3.6
150
FTG
6FT7R
PE
0.0
8
10.0
0.0
19.8
0.0
0.021
TL
68.66
PV
Pipe:
8
-10.6
1.101
PL
25.58
PF
0.8
8
10.0
0.0
19.8
0.0
3.6
150
FTG
4FT2R
PE
0.0
9
10.0
0.0
20.6
0.0
0.021
TL
36.58
PV
Pipe:
9
-10.6
1.101
PL
82.83
PF
2.7
9
10.0
0.0
20.6
0.0
3.6
150
FTG
9F4E8R
PE
0.0
10
10.0
0.0
23.2
0.0
0.021
TL
127.83
PV
Pipe:
10
9.4
1.101
PL
16.83
PF
0.5
10
10.0
0.0
23.2
0.0
3.2
150
FTG
2FE2R
PE
0.0
11
10.0
0.0
22.8
0.0
0.017
TL
27.83
PV
Pipe:
11
9.4
1.101
PL
74.08
PF
1.7
11
10.0
0.0
22.8
0.0
3.2
150
FTG
8FET9R
PE
0.0
12
10.0
0.0
21.0
0.0
0.017
TL
103.08
PV
Pipe:
12
9.4
1.101
PL
32.00
PF
0.9
12
10.0
0.0
21.0
0.0
3.2
150
FTG
4FET3R
PE
0.0
13
10.0
0.0
20.2
0.0
0.017
TL
51.00
PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 1/24/2018IDENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BATH#2.SDF
JOB TITLE: BERMAN RESIDENCE
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: 13 0.0 0.874 PL 12.00 PF 0.0
13 10.0 0.0 20.2 0.0 0.0 150 FTG TR PE 0.0
14 10.0 0.0 20.2 0.0 0.000 TL 16.00 PV
Pipe: 13A 0.0 0.874 PL 2.08 PF 0.0
14 10.0 0.0 20.2 0.0 0.0 150 FTG T PE 0.0
14A 10.0 0.0 20.2 0.0 0.000 TL 5.08 PV
Pipe: 14 0.0 0.874 PL 9.33 PF 0.0
14 10.0 0.0 20.2 0.0 0.0 150 FTG ER PE 0.0
15 10.0 0.0 20.2 0.0 0.000 TL 17.33 PV
Pipe: 15 9.4 1.101 PL 24.92 PF 0.5
13 10.0 0.0 20.2 0.0 3.2 150 FIG 2F4R PE 0.0
16 10.0 0.0 19.6 0.0 0.017 TL 30.92 PV
Pipe: 16 9.4 1.101 PL 19.75 PF 0.7
16 10.0 0.0 19.6 0.0 3.2 150 FTG 2F2E3R PE 0.0
17 10.0 0.0 19.0 0.0 0.017 TL 38.75 PV
Pipe: 17 9.4 1.101 PL 44.75 PF 0.9
17 10.0 0.0 19.0 0.0 3.2 150 FTG 4F7R PE 0.0
2 10.0 0.0 18.1 0.0 0.017 TL 55.75 PV
Pipe: 18 -20.0 1.394 PL 7.33 PF 0.4
10 10.0 0.0 23.2 0.0 4.2 150 FTG ER PE 0.0
TOR 10.0 0.0 23.6 0.0 0.022 TL 16.33 PV
Pipe: 100 -20.0 1.101 PL 8.00 PF 1.8
TOR 10.0 0.0 23.6 0.0 6.7 150 FTG E3RC PE 3.5
BOR 2.0 0.0 28.8 0.0 0.068 TL 26.00 PV
Pipe: 103 -20.0 1.025 PL 2.50 PF 0.8
BOR 2.0 0.0 28.8 0.0 7.8 150 FTG 2E PE 0.0
U1 2.0 H.S. 29.7 5.0 0.096 TL 8.50 PV
Pipe: 104 -25.0 1.505 PL 6.50 PF 0.5
Ul 2.0 H.S. 29.7 5.0 4.5 150 FTG ETRG PE 1.7
U2 -2.0 0.0 31.9 0.0 0.022 TL 23.50 Pv
Pipe: 105 -25.0 1.598 PL 102.08 PF 2.0
U2 -2.0 0.0 31.9 0.0 4.0 150 FTG 2E PE 0.0
U3 -2.0 0.0 33.9 0.0 0.017 TL 120.08 PV
Pipe: 106 FIXED PRESSURE LOSS DEVICE
U4 -2.0 0.0 37.9 0.0 4.0 psi, 25.0 gpm
U3 -2.0 0.0 33.9 0.0
Pipe: 107 -25.0 0.995 PL 38.25 PF 6.9
U4 -2.0 0.0 37.9 0.0 10.3 150 FTG EG PE 0.9
SRC -4.0 SRCE 45.7 (N/A) 0.168 TL 41.25 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE+: 1/24/2018IDENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BATH#2.SDF
JOB TITLE: BERMAN RESIDENCE
NOTES (HASS):
(1) Calculations were performed by the HASS 8.7 computer program
in accordance with NFPA13 (2016)
under license no. 38061304 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) 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 0.029 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 10.7 ft/sec at pipe 5.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node SRC under full flow conditions is
67.06 psi with a flow of 30.82 gpm.
(6) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: F
MATERIAL: CPVC
HWC:
150
Diameter
Equivalent
Fitting
Lengths
in Feet
(in)
F
E
T
R
K
C
G
45
E1
Tee
RunT
Kplg
ChkVly
Gate
0.874
1.00
7.00
3.00
1.00
1.00
5.00
2.00
1.101
1.00
7.00
5.00
1.00
1.00
8.00
2.00
1.394
2.00
8.00
6.00
1.00
1.00
11.00
3.00
1.598
2.00
9.00
8.00
1.00
1.00
14.00
3.00
PAGE: K
MATERIAL: CT-K
HWC:
150
Diameter
Equivalent Fitting
Lengths
in Feet
(in)
E
T
F
R
K
C
G N X
Ell
Tee 45-Ell
TeeRun
Kouplg
ChkVly
GatVly NPTee AngVly
0.995
2.00
6.00
1.00
2.00
0.00
6.00
0.00 6.00 14.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 1/24/2018IDENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BATH#2.SDF + •
JOB TITLE: BERMAN RESIDENCE
PAGE: L
MATERIAL: CT-L
HWC: 150
Diameter
Equivalent Fitting Lengths
in Feet
(in)
E
T
F R K
C G
N
Ell
Tee 45-Ell
TeeRun Kouplg
ChkVly GatVly
NPTee
1.025
3.00
7.00
1.00 2.00 0.00
7.00 0.00
7.00
1.505
4.00
9.00
2.00 3.00 0.50
10.00 0.00
9.00
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7
DAT5: 1/24/2018IDENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BATH#2.SDF
JOB TITLE: BERMAN RESIDENCE
F-
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0
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0
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8
DATE: 1/24/2018IDENCE, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\BATH#2.SDF a •
JOB TITLE: BERMAN RESIDENCE
WATER SUPPLY CURVE
72+
I
I
0\
66+ \
I \
I \
I \
60+ \\
I \
I \
I \
54+ \
I \\
I \
I \
P 48+ \
R I \
E X \
S I \\
S 42+ \
U I \
R I \
E I \
36+ \\
( I \
P \
S \
I 30+ \
I \
I \
24+ \
I \
I \
* <-20.0 psi @ 1500 gpm
18+ Flow Test Point
I
I
12+ LEGEND
I "
X = Required Water Supply "
45.73 psi @ 25.0 gpm "
6+
I 0 = Available Water Supply "
67.08 psi @ 25.0 gpm "
I"
0++-+---+----+-----+------+--------+--------+---------+-----------+
400 600 800 1000 1200 1400 1600 1800 2000
FLOW (GPM)