HomeMy WebLinkAbout7507 JEREZ CT; ; AS140110; Permit9/14/22, 10:25 AM AS140110 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: ASI40II0
Job Address: 7507 JEREZ CT
Permit Type: SPRINK
Parcel No: 2162900900
Lot #: 0
Reference No.:
Status: ISSUED
Applied 5/2/2014
Approved: 5/2/2014
Issued: 5/2/2014
PC #: Inspector:
Project Title: LA COSTA VISTA MFD MULTI FAMILY CONDO AUTOMATIC FIRE
SPRINKLER SYSTEM [13D]
Applicant:
SYMONS FIRE PROTECTION
SUITE R
1050 PIONEER WAY
EL CAJON, CA
619-588-6364
Owner:
D S PRODUCTS INC
C/O R L SFREDDO
24 AMBERLEAF
IRVINE CA
Fees ($)
f
Add'I Fees ($) Total ($) Balance ($)
402 0 402 0
about:blank 1/1
Oct-15-2012 06:56 AM CityofCar'lsbad Fire Prevention 6028561 2/3
CARLSBAD FIRE DEPARTMENT
PREVENTION DIVISION
1635 FARADAY AVENUE
CARLSBAD CA 92008
760-302-4665
Construction Permit Application Form
Name of Pr ect: LIk ZAR... 1~ &If~
7PcMQ
Building Permit No: CB or Project l.D: -
Contractor information
Company Name G~90\6 c' Q-c&,flc*i
Address \b17301 N2__..City L-CPb1_ —State (fr zip 2Q2
Phone: LlcJ _292tk.E-Mail:* .
Contractor License Class and Number 'L_Lp_ Exp. Date: 2-I_i I_IüO1V.
Do you currently have a business license on file with the City of Car bad? or No No:
Name: NaLk 1z Ptrsignature U)7Tft'-11Date:___q
Submit plans and completed permit application to:
CARLSBAD FIRE PREVENTION
1635 FARADAY AVENUE
CARLSBAD, CA 92008-7314
(760) 602-4665
Fax: (760) 602-8561
firemall@)carlsbadca.gov
Office Hours are: M-TH 7:30 a.m. - 5:30 p.m. PST
FRI 8:00 a.m. - 5:00 p.m. PSI
To Schedule an Inspection:
Ior inspections ONLY, please call (760) 602-4660, a minimum of two day. in advance. Calls will be returned by the end of the next
business day. Inspection Hours are: 6:30 AM - 5:00 PM
Re-inspection fees and Hydrant Flow Test fees must be paid at the above address prior to receiving an inspection. Inspection
Pcrsonnel are prohibited by law from accepting payments In the field. All payments must be made at the address above.
Plan Check status Inquiries:
Allow at least 10 business days for plan review comments and/or approval.
This office will contact you when the plans are approved I disapproved.
Please include a self-addressed stamped envelope for mail return of plans.
If after 10 business days you have not received a communication from our office, you my Contact us at 750.602-4655, by FAX to 760-
602-8561 or e-mail us at: flremaiIcarlsbadca,gov
Revised 9/21/2012
A.
C.
Parsley Consulting
350 West 9' Avenue, Suite 206
RECEIVED Escondido, California 92025-5053
Phone (760) 745-6181 eMail: prsIeyco:muking(cox.net
MAY 0 t 7,014 1 Welsic: Iip://www.parsleyconsultingeom
Ai1 2014 p10 DrMItNL
FWe Code Official
City of Carlsbad Fire Department
Office of Fire Protection Services
1635 Faraday Avenue
Carlsbad, California 92008
Subject: Fire Sprinkler Review for La costa Vista, Plans 1-7, 7500 Jerez Court, Carlsbad, CA
Dear Sir:
We have reviewed the submittal as prepared by Symons Fire.
Based on our review it is our opinion that the submittal isin substantial conformance with the
applicable codes and standards in force at this time, including local adopted ordinances.
Further submittal should not be required.
Sincerely,
PA EY
Kenne~WagoneET
Office Manager
End (1) Working Drawings - 2 sets
Hydraulic Calculations - 2 sets
Review Comments
Note: A copy of this letter has been transmitted via e-mail to Symons Fire on April 29, 2014
File I:\Plan Reviews\Rev2 14202.1 .Docx
Parsley Consulting
Plan Review Comments for La Costa Vista, Plans 1-7 page 2 of 2
1) The units must be separated by rated construction in order to be regarded as one or two family
dwellings, as covered by NFPA 13D. This can be field verified.
The following comments are for your information and will appear on every residential sprinkler
review.
The alarm bell must be capable of being heard, above background noise, with doors closed, in
all living areas of the residence. This will be checked at final acceptance.
Pressure required at base of riser will be verified to be available at time of final acceptance.
Sprinkler heads are omitted from bathroom areas under 55 SF in area with noncombustible
plumbing fixtures. Fixtures will be verified at final acceptance.
Sprinkler head blockage or pattern disruption caused by beams or other obstructions will be
verified to not exist at final acceptance inspection.
Sprinkler heads should be located the proper distance from heat sources (stoves, kitchen
ranges, fireplaces, heat diffusers, etc.) This will be checked at final acceptance inspection.
Sprinkler heads located in an unconditioned space (garage, water heater closet, etc.) should be
fast response type with an appropriate temperature rating, commercial heads are acceptable in
these areas.
All exposed piping shall be black steel or copper. Concealed piping can be CPVC plastic.
File: I:\Plan Reviews\Rev214202.1.Docx
0,?
Gregory Ryan
From: Gregory Ryan
Sent: - 26 Augusf2014'4:55 PM
To: Robed Slempa; 'Tony Sfreddo' 150
Cc: Mike Lopez
Subject: FD Access
Spoke to Mr. Sfreddo this afternoon regarding his request to use Class 2 base for the interim access paving. I am OK
with his proposal for foundations only and propose to re-evaluate prior to lumber-drop. If you are OK with this
arrangement no need to respond to this e-mail. If you have any reservations, please let me know and we can discuss
them off-line.
Gregory L Ryan
Deputy Fire Marshal
1635 Faraday Avenue
Carlsbad CA 92009
Gregory. Ryan@carlsbadca.gov
01 760.602.4665 Dl 760.602.4663 Fl 760.602.8561
1
February 6, 2014
Greg Ryan
City of Carlsbad
Fire Department
Dear Greg,
I am proposing to use class II base rock as a temporary all weather surface on my project at 7500
Jerez Court, known as La Costa Vista, This would be the all weather surface provided for the
Fire Department access to the project.
I understand that it is my responsibility to maintain this surface to the fire departments
satisfaction and sole discretion. I appreciate your consideration of this matter and look forward
to your reply.
Sincerely,
Tony Sfreddo
DS Products, inc.
24 Amberleaf, Irvine, CA 92614 9514101-0888
SYMONS FIRE PROTECTION, INC.
1050 PIONEER WAY, SUITE R
EL CAJON, CA 92020
LICENSE C16-682025
HYDRAULIC CALCULATIONS
FOR
LA COSTA VISTA
UNIT #1 ***
7'07 je7jM7_ C-i
REMOTE AREA 2 HEAD CALC
TYCO LF II CONC/FLAT
These plans have heels es less ed fr iiiipalrii cs nipliance
W1111 the eurrelil applicable codes an(i sa:ida:'d in folce
Ill OIL: Jul'isdieiisin lile 5555 IlCI of Cislul Itclor lIla) 511111/c Ills 10 leo in suppoit sf an IppIleallorl jol if hulldulu
pcI 0111 ssilh 111C explcss under lnldlll still 1111, es less
of ISIS \5\ relics es Ille slis Ile'. Ill' ('ollllaclor or Owl'
pRllessoilil ellellleer of ilhIIect lor sole respsslisihllu)
lor 1,111i clslll[)llaI1cC 555111 salsl Codes ansi sl511da1'd
srscludns he hulldlnC code sr ft), ally respssnsihillv 'or sleliciencies errors. 000sslosis or ncgligence in lhese
l_H115 'slleilles' Or 11511 IlIllesi ill 11115 i'esiess
Dil
IL T1 i q evIess'er:
Rl'('( >isl\IFNI I At'l'ROV,sl
D b('I )l\lI NI) \l'l'kIl\ Al,, AS FILE NUMBER: 14-090
DATE: 4-7-14
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: R3
.05 gpm/256 sq. ft.
512 sq. ft.
2 sprinklers
28.3 gpm
33.3 gpm
(5 gpm Hose STREAM)
28.3 gpm @ 35.9 psi
4.9
CANDI CAUDILLO
CARLSBAD FIRE DEPT.
119 psi(-10% 107PSI)
118 psi
500 gpm
CARLSBAD WATER DIST.
3-11-14
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:
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090.SDF JOB TITLE: UNIT #1 - 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 64.8
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 64.8 33.3
2 3.0 - - - - 55.2 - - -
3 3.0 - - - - 51.2
4 5.0 - - - - 43.6 - - -
5 9.0 HOSE STREAM 35.9 5.0
6 15.0 - - - - 30.8
7 15.0 - - - - 24.8
8 15.0 - - - - 20.2
9 25.0 K= 4.90 9.8 15.3
10 25.0 - - - - 9.7 - - -
11 25.0 K= 4.90 7.0 13.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090.SDF
JOB TITLE: UNIT #1 - 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 FL 20.00 PF 8.3
1 0.0 SRCE 64.8 (N/A) 13.7 150 FTG TG FE -1.3
2 3.0 0.0 55.2 0.0 0.286 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 3.0 0.0 55.2 0.0 4.0 psi, 33.3 gpm
3 3.0 0.0 51.2 0.0
Pipe: 3 33.3 1.054 PL 30.00 PF 6.7
3 3.0 0.0 51.2 0.0 12.3 150 FTG 1.0 FE -0.9
4 5.0 0.0 43.6 0.0 0.216 TL 31.00 PV
Pipe: 4 33.3 1.025 PL 5.00 PF 5.9
4 5.0 0.0 43.6 0.0 13.0 150 FTG 19.0 FE -1.7
5 9.0 H.S. 35.9 5.0 0.248 TL 24.00 PV
Pipe: 5 28.3 1.101 FL 6.00 PF 2.5
5 9.0 H.S. 35.9 5.0 9.5 120 FTG 7.0 PE -2.6
6 15.0 0.0 30.8 0.0 0.196 TL 13.00 PV
Pipe: 6 28.3 1.101 FL 17.00 PF 6.0
6 15.0 0.0 30.8 0.0 9.5 150 FTG 29.0 PE 0.0
7 15.0 0.0 24.8 0.0 0.129 TL 46.00 PV
Pipe: 7 10.9 0.874 PL 43.00 PF 4.6
7 15.0 0.0 24.8 0.0 5.8 150 FTG 25.0 PE 0.0
8 15.0 0.0 20.2 0.0 0.068 TL 68.00 PV
Pipe: 8 10.9 0.874 FL 49.00 PF 6.2
8 15.0 0.0 20.2 0.0 5.8 150 FTG 42.0 FE -4.3
10 25.0 0.0 9.7 0.0 0.068 TL 91.00 PV
Pipe: 9 17.4 0.874 FL 30.00 PF 10.7
7 15.0 0.0 24.8 0.0 9.3 150 FTG 36.0 FE -4.3
9 25.0 4.9 9.8 15.3 0.162 TL 66.00 PV
Pipe: 10 2.1 0.874 FL 13.00 PF 0.1
9 25.0 4.9 9.8 15.3 1.1 150 FTG 14.0 FE 0.0
10 25.0 0.0 9.7 0.0 0.003 TL 27.00 PV
Pipe: 11 13.0 0.874 FL 12.00 PF 2.6
10 25.0 0.0 9.7 0.0 7.0 150 FTG 16.0 FE 0.0
11 25.0 4.9 7.0 13.0 0.094 TL 28.00 PV
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090.SDF
JOB TITLE: UNIT #1 - 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 0.003 gpm and a maximum
imbalance at any node of 0.032 gpm.
Total pressure at each node is used in balancing the system.
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 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 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 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 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: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090.SDF
JOB T±TLE: UNIT #1 - 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
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090.SDF
JOE TITLE: UNIT #1 — 2 HEAD CALC
0 0 0 0 0 0 0
H 0 0 0 0 0 0• 0 0 co CD C') H H
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090.SDF
TOB TITLE: UNIT #1 - 2 HEAD CALC
WATER SUPPLY CURVE
* <-106.0 Psi @.500 gpm
Flow Test Point
99+
90+
81+
P 72+
R I
S
S X
5 63+
U I
R
E I
54+
P
S I
I 45+
36+
27+
18+ LEGEND IT
I if
X = Required Water Supply IT
I 64.77 psi @ 33.3 gpm VT
9+ if
I 0 = Available Water Supply if
106.99 psi @ 33.3 gpm It
IT
+------+--------+--------+---------+-----------+
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 #2
7O7 1 c ez &f
REMOTE AREA 2 HEAD CALC
TYCO LF II CONC/FLAT
FILE NUMBER: 14-090
DATE: 4-7-14
-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
28.4 gpm
33.4 gpm
(5 gpm Hose STREAM)
28.4 gpm @ 36.8 psi
4.9
CANDI CAUDILLO
CARLSBAD FIRE DEPT.
119 psi(-10% 107PSI)
118 psi
500 gpm
CARLSBAD WATER DIST.
3-11-14
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1
DATE: (4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090--1.SDF
JOE TITLE: UNIT #2 - 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 33.4 70.1
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 33.4 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.4 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(FT) (PSI) (GPM)
1 0.0 SOURCE 70.1 33.4
2 3.0 - - - - 60.4
3 3.0 - - - - 56.4 - - -
4 5.0 - - - - 44.5 - - -
5 9.0 HOSE STREAM 36.8 5.0
6 15.0 - - - - 31.7 - - -
7 15.0 - - - - 27.9 - - -
8 15.0 - - - - 22.2 - - -
9 25.0 K= 4.90 9.8 15.3
10 25.0 - - - - 12.1 - - -
11 25.0 - - - - 9.7 - - -
12 25.0 K= 4.90 7.0 13.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-1.SDF
30B TITLE: UNIT #2 - 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 33.4 0.995 PL 20.00 PF 8.3
1 0.0 SRCE 70.1 (N/A) 13.8 150 FTG TG PE -1.3
2 3.0 0.0 60.4 0.0 0.287 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE
2 3.0 0.0 60.4 0.0 4.0 psi, 33.3 gpm
3 3.0 0.0 56.4 0.0
Pipe: 3 33.3 1.054 PL 50.00 FE' 11.0
3 3.0 0.0 56.4 0.0 12.3 150 FTG 1.0 FE -0.9
4 5.0 0.0 44.5 0.0 0.217 TL 51.00 PV
Pipe: 4 33.3 1.025 FL 5.00 FE' 6.0
4 5.0 0.0 44.5 0.0 13.0 150 FTG 19.0 FE -1.7
5 9.0 H.S. 36.8 5.0 0.248 TL 24.00 PV
Pipe: 5 28.3 1.101 PL 6.00 FE' 2.5
5 9.0 H.S. 36.8 5.0 9.6 120 FTG 7.0 PE -2.6
6 15.0 0.0 31.7 0.0 0.196 TL 13.00 PV
Pipe: 6 28.3 1.101 PL 7.00 PF 3.8
6 15.0 0.0 31.7 0.0 9.6 150 FTG 22.0 PE 0.0
7 15.0 0.0 27.9 0.0 0.130 TL 29.00 PV
Pipe: 7 10.3 0.874 PL 54.00 PF 5.7
7 15.0 0.0 27.9 0.0 5.5 150 FTG 38.0 PE 0.0
8 15.0 0.0 22.2 0.0 0.062 TL 92.00 PV
Pipe: 8 10.3 0.874 FL 51.00 FE' 5.8
8 15.0 0.0 22.2 0.0 5.5 150 FTG 43.0 PE -4.3
10 25.0 0.0 12.1 0.0 0.062 TL 94.00 PV
Pipe: 9 10.3 0.874 PL 22.00 FE' 2.4
10 25.0 0.0 12.1 0.0 5.5 150 FTG 17.0 PR 0.0
11 25.0 0.0 9.7 0.0 0.062 TL 39.00 PV
Pipe: 10 18.0 0.874 FL 38.00 FE' 13.8 7 15.0 0.0 27.9 0.0 9.6 150 FTG 42.0 PE -4.3
9 25.0 4.9 9.8 15.3 0.172 TL 80.00 PV
Pipe: 11 2.7 0.874 PL 10.00 PE' 0.1
9 25.0 4.9 9.8 15.3 1.4 150 FTG 14.0 PE 0.0 11 25.0 0.0 9.7 0.0 0.005 TL 24.00 PV
Pipe: 12 13.0 0.874 PL 13.00 FE' 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: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-l.SDF
JOB TITLE: UNIT #2 - 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 0.006 gpm and a maximum
imbalance at any node of 0.064 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
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
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 1 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: ,4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-l.SDF
JOB TITLE: UNIT #2 - 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: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-1.SDF
JOB TtTLE: UNIT #2 - 2 HEAD CALC
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H (Ni o 0 o 0 0 0 cC
H 0 C) 0 0 0 0 0 C-N 0 0 (N H
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I
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 4/7/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-1.SDF
JOB TiTLE: UNIT #2 - 2 HEAD CALC
WATER SUPPLY CURVE
* <-106.0 psi @ 500 gpm
Flow Test Point
99+
90+
81+
P 72+
R X
E I
S
S 63+
U I
R I
El
54+
P I
S I
I 45+
36+
27+
18+ LEGEND
I X = Required Water Supply
70.05 psi @ 33.4 gpm
9+
I 0 = Available Water Supply
106.99 psi @ 33.4 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 #3
757 4z
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
28.4 gpm
33.4 gpm
(5 gpm Hose STREAM)
28.4 gpm @ 36.4 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--2.SDF
JOB TITLE: UNIT #3 - 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 33.4 80.5
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 33.4 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.4 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
(PT) (PSI) (GPM)
1 0.0 SOURCE 80.5 33.4
2 3.0 - - - - 70.8 - - -
3 3.0 - - - - 66.8 - - -
4 5.0 - - - - 44.1 - - -
5 9.0 HOSE STREAM 36.4 5.0
6 15.0 - - - - 31.3
7 15.0 ---- 27.5
8 15.0 - - - - 21.9 - - -
9 25.0 - - - - 12.0 - - -
10 25.0 - - - - 9.7 - - -
11 25.0 K= 4.90 9.8 15.4
12 25.0 K= 4.90 7.0 13.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/23/2014 C:\FROGRAM FILES\HRS SYSTEMS\HASS\14-090-2.SDF JOB TITTLE: UNIT #3 - 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 33.4 0.995 PL 20.00 PF 8.3 1 0.0 SRCE 80.5 (N/A) 13.8 150 FTG TG PE -1.3 2 3.0 0.0 70.8 0.0 0.287 TL 29.00 PV
Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 70.8 0.0 4.0 psi, 33.3 gpm 3 3.0 0.0 66.8 0.0
Pipe: 3 33.4 1.054 PL 100.00 PF 21.9 3 3.0 0.0 66.8 0.0 12.3 150 FTG 1.0 PS -0.9 4 5.0 0.0 44.1 0.0 0.217 TL 101.00 PV
Pipe: 4 33.4 1.025 FL 5.00 PF 6.0 4 5.0 0.0 44.1 0.0 13.0 150 FTG 19.0 PE -1.7 5 9.0 H.S. 36.4 5.0 0.248 TL 24.00 PV
Pipe: 5 28.4 1.101 PL 6.00 PF 2.5 5 9.0 H.S. 36.4 5.0 9.6 120 FTG 7.0 PE -2.6 6 15.0 0.0 31.3 0.0 0.196 TL 13.00 PV
Pipe: 6 28.4 1.101 PL 7.00 PF 3.8 6 15.0 0.0 31.3 0.0 9.6 150 FTG 22.0 PE 0.0 7 15.0 0.0 27.5 0.0 0.130 TL 29.00 PV
Pipe: 7 10.2 0.874 PL 55.00 PF 5.6 7 15.0 0.0 27.5 0.0 5.4 150 FTG 38.0 PE 0.0 8 15.0 0.0 21.9 0.0 0.060 TL 93.00 PV
Pipe: 8 10.2 0.874 PL 50.00 PF 5.6 8 15.0 0.0 21.9 0.0 5.4 150 FTG 43.0 PE -4.3 9 25.0 0.0 12.0 0.0 0.060 TL 93.00 PV
Pipe: 9 10.2 0.874 PL 22.00 PF 2.3 9 25.0 0.0 12.0 0.0 5.4 150 FTG 17.0 PE 0.0 10 25.0 0.0 9.7 0.0 0.060 TL 39.00 PV
Pipe: 10 18.2 0.874 PL 39.00 PF 13.3 7 15.0 0.0 27.5 0.0 9.7 150 FTG 37.0 PE -4.3 11 25.0 4.9 9.8 15.4 0.176 TL 76.00 PV
Pipe: 11 -2.8 0.874 FL 10.00 PF 0.1 10 25.0 0.0 9.7 0.0 1.5 150 FTG 14.0 PE 0.0 11 25.0 4.9 9.8 15.4 0.006 TL 24.00 PV
Pipe: 12 13.0 0.874 PL 13.00 PF 2.6 10 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\14-090-2.SDF JOB TITLE: UNIT #3 - 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 0.013 gpm and a maximum
imbalance at any node of 0.145 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 conditio
n
s
i
s
106.99 psi compared to the minimum required pressure of 20.00 ps
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 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 DATE: 4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-2.SDF
JOE TITLE: UNIT #3 - 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
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: ,4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090-2.SDF
3OB TITLE: UNIT #3 - 2 HEAD CALC
0) 0 0 0
0 0 c
0) 0 co vH
o 0
. . • CD 0 0 0 CC) C')
a:1U)wa:1) -QU)-H----
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: .4/23/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS\14-090--2.SDF
JOB TITLE: UNIT #3 - 2 HEAD CALC
WATER SUPPLY CURVE
* <-106.0 psi @.500 gpm
Flow Test Point
99+
90+
81X
P 72+
R
E I
S I
5 63+
U I
R I
E I
54+
P I
S
I 45+
36+
27+
18+ LEGEND
I I,
I X = Required Water Supply
80.48 psi @ 33.4 gpm
9+
I 0 = Available Water Supply
106.99 psi @ 33.4 gpm
0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 500 600 700 800 900 1000
FLOW (GPM)