HomeMy WebLinkAbout2675 GATEWAY RD; ; AS080050; Permit8/17/22, 11:25 AM AS080050 Permit Data
City of Carlsbad
Sprinkler Permit
Job Address: 2675 GATEWAY RD
Permit Type: SPRINK
Parcel No: 2131910600
Lot #: 0
Permit No: AS080050
Status: ISSUED
Applied 3/26/2008
Approved: 3/26/2008
Reference No.: Issued: 3/26/2008
PC #: Inspector:
Project Title: VILLAGE CENTER, SHOP F THREE FIRE SPRINKLER
INSPECTIONS @ $65/EA
Applicant: Owner:
G & A FIRE PROTECTION LNR CPI BRESSI RETAIL L L C
SUITE 40 C/O LNR PROPERTY CORP
14141 COVELLOST 4350 VON KARMAN AVE #200
VAN NUYS, CA NEWPORT BEACH CA
818-780-9080
I Fees ($) Add'I Fees ($) Total ($) Balance ($)
195 0 195 .0
1/1
o1.Ic
Contractors Material and Test Certificate for Aboveground Piping
PROCEDURE
Upon completion of wort nspeclon and rests snail be made by the contractors representative and witnessed by an owner s
rePresenrat.e At aelects snail be corrected and system left in service beloie contractor's personnel finally leave lIre nb
A cenIcare strati be fi lled out and signed by both lepiesenalives. Copes shall be prepared for approving authori ties, owners and
corillacloi Its understood the owners epresentalves Signature in no way prejudices any claim against contractor lot Iauiiy mareral poor
workmanship or failure to comply with approving authority's requirements of local ordinances.
PROPERTY NAME yJaIG DATE/, /809
PROPERTY ADDRESS 64Tc&/4Y RP
PROVING AUTHOR IT ES ACCEPT9 IAMib )
ADDRESS
PLANS
INSTALLATION CONFORMS TO ACCEPTED PLANS YES El NO
EQUIPMENT USED IS APPROVED YES El NO
IF NO. EXPLAIN DEVIATIONS
HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS YES fl NO
TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE
OF THIS NEW EQUIPMENT?
IF NO, EXPLAIN
INSTRUCTIONS
HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: YES LII NO
I SYSTEM COMPONENTS INSTRUCTIONS J YES Eli NO
2 CARE AND MAINTENANCE INSTRUCTIONS
YES fl NO
3 NFPAZS YES NO
LOCATION SUPPLIES BUILDINGS /-)O OF SYSTEM - YEAR OF ORIFICE TEMPERATURE
MAKE MODEL MANUFACTURE_- SIZE. QUANTITY RATING
iv
SPRINKLERS ± ;20 ' .-36 2O&P
___ _____
PIPE AND Pipe )JA ThR d t'Ytnit
FITTINGS
Type of
Type or Firings _C1?O j Mom 7yP6
MAXIMUM TIME TO OPERATE
ALARM ALARM DEVICE THROUGH TEST CONNECTION --
VALVE
FLOW OR TYPE MAKE MODEL I MIN SEC
INDICATOR Ek SiTc 1
DRY VALVE 0. OD
MAKE MODEL SERIAL NO. MAKE MODEL 'SERIAL NO.
TIME TO TRIP TIME WATER ALARM
THROUGH TEST WATER AIR TRIP POINT REACHED OPERATED
CONNECTION PRESSURE PRESSURE AIR PRESSURE TEST OUTLET PROPERLY
,
1ING
MIN SEC. p P PSI SEC YES NO
Without
-
IF NO. EXPLAIN
MEASURED FROM TIME INSPECTORS TEST CONNECTION IS OPENED.
OPERATION
fl PNEUMATIC El ELECTRIC El HYDRAULIC
PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED El YES LI] NO
DOES VALVE OPERATE FROM THE MANUAL FRIPAND,OR REMOTE Ir__1 YES NO
OEL CONTROL STATIONS
PR N IS THERE AN ACCESSIBLE FACILITYIN EACH CIRCUIT IF FOR TESTING
YES 0 NO
DOES EACH CIRCUiTOPERATE DOES EACH CIRCUIT
ISUPERVISION MAKE MODEL LOSS ALARM OPERATE VALVE RELEASE
TIME TO
O
MAXIMUM
PERATE RELEASE
WIN. SEC. YES NO YES NO
PR E
LOCATION MAKE &
& FLOOR MODEL
SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE
(FLOWING)
INLET(PSI) OUTLET (PSI) INLET(PSI) OUTLET(PSI) FLOW)GPM)
QZ.iAJiC Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) lot Two hours or 50 psi (3.4 bars)
above slalc pressure in excess of 150 psi (10.2 bars) lot two hours. Ditietenlial dry-pipe valve clappers shalt be leI't
TEST open during lest 10 prevent damage. All aboveground piping leakage shall be slopped.
DESCRIPTION ehLE.Utvt1IIC: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 11/2 psi (0.1 bars)
in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall
not exceed 1.1/2 psi (0.1 bats) in 24 hours.
-- ALL PIPING HYDROSTATICALLY TESTED AT 2-PSI FOR HRS. IF NO, STATE REASON
DRY PIPING PNEUMATICALLY TESTED l YES El NO
EQUIPMENT OPERATES PROPERLY 1.i'ES O NO
DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR tl-IATADDITlVES AND CORROSIVE CHEMICALS.
SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE. BRINE. OR OTHER CORROSIVE CHEMICALS
WERE NOT USED FOR TESTING SYSTEMS DR STOPPING LEAKS?
El YES Li NO
-
DRAIN )N I P READING OF GAGE LOCATED NEAR RESIDUAL PRESSURE WITH VALVE IN TEST
TESTS TEST ISUPPLY TEST CONNECTION PSI 1,r3 CONNECTION OPEN WIDE Pst
UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE
CONNECTION MADE TO SPRINKLER PIPING.
VERIFIED BY COPY OF THE U FORM NO BSB El YES El NO OTHER EXPLAIN
FLUSHED BY INSTALLER OF UNDER.
PIPING GROUND SPRINKLER El YES El NO DYQT1-v6P_,s
IF POWDER DRIVEN FASTENERS ARE USED IN YES El NO IF NO. EXPLAIN
CONCRETE. HAS REPRESENTATIVE SAMPLE
TESTING BEEN SATISFACTORILY COMPLETED?
BLANK TESTING NUMBER USED LOCATIONS NUMBER REMOVED
GASKETS
WELDED PIPING El NO
IF YES..
DO YOU CERTIFYAS THE SPRINKLER CONTRACTOR THAT WELDING awl PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST YES El NO
AWS 010.9, LEVEL AR-37
WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS
QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST YES El NO
AVIS 0109, LEVEL AR-3?
DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE
WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE
THAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE YES El NO
SMOOTH. TI-/AT SLAG AND OTHER WELDING RESIDUE ARE REMOVED.
AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED?
CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO YES El NO
(DISCS) ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED?
HYDRAULIC
DATA
NAMEPLATE
I NAMEPLATE PROVIDED
YES 0 NO
IF NO, EXPLAIN I
DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN:
REMARKS
NAME OF SPRINKLER CONTRACTOR,
4 p,z / coip
SIGNATURES TESTS WITNESSED BY
TITLE DATE
CR FOR DATE
I
ADDITIONAL £KPLANAI____
TES
Lic C46636584
G & A FIRE PROTECTION CORP.
14141 COVELO ST. #4D
VAN NUYS, CALIFORNIA. 91405
avi@gafirepro.com
FAX 780-8076
Job Name SHOP F (SSU CALC#1)
Building
Location : 2675 GATEWAY RD. CARLSBAD, CALIFORNIA
System
Contract
Data File : 07032-F shop ssu.WXI
APPROVED UBJUTTED OPp
CARLSBAIARTMENT
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
G & A FIRE PROTECTION CORP. Page
SHOP F (SSU CALC#1) Date 04/10/08
Hydraulic Design Information Sheet
Name - SHOP 'F' BRESSI RANCH VILLAGE CENTER. Date - 04/10/08
Location - 2675 GATEWAY RD. CARLSBAD, CALIFORNIA
S ( ) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
E
M Area of Sprinkler Operation - 1050 System Type Sprinkler/Nozzle
Density - 0.20 (X) Wet Make VIKING
D Area Per Sprinkler - 130 ( ) Dry Model VK350
S Hose Allowance - Inside - 250 ( ) Preaction K-Factor 8.0
Calculation Flow Required - 543 Press Required - 45
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
G & A FIRE PROTECTION CORP. Page 2
SHOP F (SSU CALC#1) Date 04/10/08
City Water Supply: Demand:
Cl - Static Pressure : 49.5 Dl - Elevation : 5.414
C2 - Residual Pressure: 18 D2 - System Flow : 293.581
C2 - Residual Flow : 2140 D2 - System Pressure : 45.646
Hose (Adj City)
Hose ( Demand ) : 250
D3 - System Demand : 543.581
Safety Margin : 1.358
150
140
130
P 120
R°
E 100
90
s 80
u70
Cl :9
R6°
E5°
40
30 -
C2 20
10
300 600 900 1200 1500 1800 2100 2400 2700
FLOW ( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
G & A FIRE PROTECTION CORP.
SHOP F (SSU CALC#1)
26.2
44 <- 27
I 11.9
26.i
43 <- 28
1
I 14.2
41 <-. 30
I
I 40.5
264
40 <- 31
27.5
39 - 21
T
I 4.7
38 <- 22
I
I 32.3
28.1
37 <- 23
26.1
36 <- 3
I 11.7
261
35 <- 4
1'
I 14.3
26.1
34 <- 5
-t
I 40.4
26.
33 <- 6
38.1 11.9 40.5 67.4
25 -*26 -*27 -*28 <-30 <-31 <-32 <--9
1 38.1 14.2 67.4
I 75.8
I 22.8 4.7 60.3
19 -* 20 -* 21 <- 22 <_. 23 <_. 24 <_ 10
1 22.8 32.3 60.3
I 98.6
I 46.9 46.9
16 <- 17 <- 18 <-. 11
46.9
37.8 98.6 51.7 51.7
1 <-25 <-19<--16 <-12 <-13 <-14 <-15<-MI
75.8 51.7 51.7 51.7
37.8 11.7 40.4 67.3 134.7 241.8 293.6 293.6
1 -*2 -*3 -*4 <-5 <-6 <-7 <-8 <-9 <-10 <-II <--MI<--TOP<--BOR-BFL<-SRC
37.8 14.3 67.3 67.3 195 293.6 293.6
Page 3
Date 04/10/08
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
G & A FIRE PROTECTION CORP. Page 4
SHOP F (SSU CALC#1) Date 04/10/08
Fitting Legend
Abbrev. Name 1/ % 1 11/4 11/2 2 21/2 3 31/ 4 5 6 8 10 12 14 16 18 20 24
B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T 90 Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
Inches
Feet
US Gallons per Minute
Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
G & A FIRE PROTECTION CORP. Page 5
SHOP F (SSU CALC#1) Date 04/10/08
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
44 15.5 8 10.72 na 26.19 0.2 130 7.0
43 15.5 8 10.64 na 26.1 0.2 130 7.0
41 15.5 8 10.75 na 26.23 0.2 130 7.0
40 15.5 8 11.33 na 26.93 0.2 130 7.0
39 15.5 8 11.82 na 27.51 0.2 130 7.0
38 15.5 8 11.84 na 27.52 0.2 130 7.0
37 15.5 8 12.3 na 28.06 0.2 130 7.0
36 15.5 8 10.63 na 26.09 0.2 130 7.0
35 15.5 8 10.56 na 26.0 0.2 130 7.0 34 15.5 8 10.67 na 26.13 0.2 130 7.0
33 15.5 8 11.25 na 26.84 0.2 130 7.0
25 15.5 14.1 na
26 15.5 13.63 na
27 15.5 12.67 na
28 15.5 12.58 na
30 15.5 12.7 na
31 15.5 13.39 na
32 15.5 23.49 na
19 15.5 14.51 na
20 15.5 14.33 na
21 15.5 13.96 na
22 15.5 13.98 na
23 15.5 14.52 na
24 15.5 24.18 na
16 15.5 15.32 na
17 15.5 16.01 na
18 15.5 25.64 na
1 15.5 13.98 na
12 15.5 15.62 na
13 15.5 17.15 na
14 15.5 28.01 na
15 14.5 29.27 na
2 15.5 13.52 na
3 15.5 12.57 na
4 15.5 12.49 na
5 15.5 12.61 na
6 15.5 13.29 na
7 15.5 23.36 na
8 14.5 25.14 na
9 14.5 25.27 na
10 14.5 25.71 na
11 14.5 26.76 na
Ml 14.5 29.41 na
TOR 14.5 29.64 na
BOR -3.0 40.98 na
BFL -3.0 41.41 na
SRC 3.0 45.65 na 250.0
The maximum velocity is 13.52 and it occurs in the pipe between nodes 11 and Ml
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
C & A FIRE PROTECTION CORP. Page 6
SHOP F (SSU CALC#1) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*P6
44 26.19 1.08 2T 10.0 0.500 10.717 K Factor =8.00
to 120 0.0 10.000 0.0
27 26.19 0.1860 0.0 10.500 1.953 Vel = 9.17
0.0
26.19 12.670 K Factor= 7.36
*P-9
43 26.10 1.08 2T 10.0 0.500 10.644 K Factor = 8.00
to 120 0.0 10.000 0.0
28 26.1 0.1849 0.0 10.500 1.941 Vel = 9.14
0.0
26.10 12.585 KFactor= 7.36
*P-15
41 26.23 1.08 2T 10.0 0.500 10.746 K Factor = 8.00
to 120 0.0 10.000 0.0
30 26.23 0.1865 0.0 10.500 1.958 Vel = 9.19
0.0
26.23 12.704 K Factor= 7.36
*P18
40 26.93 1.08 2T 10.0 0.500 11.333 K Factor =8.00
to 120 0.0 10.000 0.0
31 26.93 0.1958 0.0 10.500 2.056 Vel = 9.43
0.0
26.93 13.389 K Factor= 7.36
*P21
39 27.51 1.08 2T 10.0 0.500 11.822 K Factor = 8.00
to 120 0.0 10.000 0.0
21 27.51 0.2036 0.0 10.500 2.138 Vel = 9.63
0.0
27.51 13.960 K Factor = 7.36
*P24
38 27.52 1.08 2T 10.0 0.500 11.836 K Factor = 8.00
to 120 0.0 10.000 0.0
22 27.52 0.2038 0.0 10.500 2.140 Vel = 9.64
0.0
27.52 13.976 K Factor = 7.36
*P27
37 28.06 1.08 2T 10.0 0.500 12.299 K Factor = 8.00
to 120 0.0 10.000 0.0
23 28.06 0.2112 0.0 10.500 2.218 Vel = 9.83
0.0
28.06 14.517 K Factor= 7.36
*P30
36 26.09 1.08 2T 10.0 0.500 10.633 K Factor = 8.00
to 120 0.0 10.000 0.0
3 26.09 0.1847 0.0 10.500 1.939 Vel = 9.14
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
G & A FIRE PROTECTION CORP. Page 7
SHOP F (SSU CALC#l) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C' or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
26.09 12.572 K Factor= 7.36
*p..33
35 26.00 1.08 2T 10.0 0.500 10.562 K Factor = 8.00
to 120 0.0 10.000 0.0
4 26.0 0.1835 0.0 10.500 1.927 Vel = 9.11
0.0
26.00 12.489 K Factor = 7.36
*P36
34 26.13 1.08 2T 10.0 0.500 10.666 K Factor = 8.00
to 120 0.0 10.000 0.0
5 26.13 0.1850 0.0 10.500 1.943 Vel = 9.15
0.0
26.13 12.609 K Factor= 7.36
*39
33 26.84 1.08 2T 10.0 0.500 11.252 K Factor = 8.00
to 120 0.0 10.000 0.0
6 26.84 0.1946 0.0 10.500 2.043 Vel = 9.40
0.0
26.84 13.295 K Factor = 7.36
*P42
25 -38.06 1.536 IT 6.0 1.000 14.100
to 120 0.0 6.000 0.0
26 -38.06 -0.0669 0.0 7.000 -0.468 Vel = 6.59
26 0.0 1.536 IT 6.0 8.410 13.632
to 120 0.0 6.000 0.0
27 -38.06 -0.0668 0.0 14.410 -0.962 Vel = 6.59
27 26.19 1.536 0.0 11.000 12.670
to 120 0.0 0.0 0.0
28 -11.87 -0.0077 0.0 11.000 -0.085 Vel = 2.06
28 26.10 1.536 0.0 11.000 12.585
to 120 0.0 0.0 0.0
30 14.23 0.0108 0.0 11.000 0.119 Vel = 2.46
30 26.22 1.536 0.0 9.167 12.704
to 120 0.0 0.0 0.0
31 40.45 0.0747 0.0 9.167 0.685 Vel = 7.00
31 26.94 1.536 IT 6.0 46.540 13.389
to 120 0.0 6.000 0.0
32 67.39 0.1922 0.0 52.540 10.099 Vel = 11.67
32 0.0 1.536 IT 6.0 1.000 23.488
to 120 0.0 6.000 0.433
9 67.39 0.1923 0.0 7.000 1.346 Vel = 11.67
0.0
67.39 25.267 K Factor= 13.41
*45
19 -22.77 1.536 IT 6.0 1.000 14.513
to 120 0.0 6.000 0.0
20 -22.77 -0.0259 0.0 7.000 -0.181 Vel = 3.94
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
C & A FIRE PROTECTION CORP. Page 8
SHOP F (SSU CALC#l) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
20 0.0 1.536 IT 6.0 8.410 14.332
to 120 0.0 6.000 0.0
21 -22.77 -0.0258 0.0 14.410 -0.372 Vel = 3.94
21 27.51 1.536 0.0 11.000 13.960
to 120 0.0 0.0 0.0
22 4.74 0.0015 0.0 11.000 0.016 Vel = 0.82
22 27.52 1.536 0.0 11.000 13.976
to 120 0.0 0.0 0.0
23 32.26 0.0492 0.0 11.000 0.541 Vel = 5.59
23 28.06 1.536 IT 6.0 55.700 14.517
to 120 0.0 6.000 0.0
24 60.32 0.1566 0.0 61.700 9.662 Vel = 10.44
24 0.0 1.536 iT 6.0 1.000 24.179
to 120 0.0 6.000 0.433
10 60.32 0.1566 0.0 7.000 1.096 Vel = 10.44
0.0
60.32 25.708 K Factor= 11.90
*P48
16 46.86 1.536 iT 6.0 1.000 15.318
to 120 0.0 6.000 0.0
17 46.86 0.0983 0.0 7.000 0.688 Vel = 8.11
17 0.0 1.536 2T 12.0 86.120 16.006
to 120 0.0 12.000 0.0
18 46.86 0.0982 0.0 98.120 9.632 VeI= 8.11
18 0.0 1.536 iT 6.0 1.000 25.638
to 120 0.0 6.000 0.433
Ii 46.86 0.0981 0.0 7.000 0.687 Vel = 8.11
0.0
46.86 26.758 K Factor = 9.06
*P-51
1 37.77 2.203 0.0 10.410 13.982
to 120 0.0 0.0 0.0
25 37.77 0.0113 0.0 10.410 0.118 Vel = 3.18
25 38.06 2.203 0.0 10.000 14.100
to 120 0.0 0.0 0.0
19 75.83 0.0413 0.0 10.000 0.413 Vel = 6.38
19 22.77 2.203 0.0 12.000 14.513
to 120 0.0 0.0 0.0
16 98.6 0.0671 0.0 12.000 0.805 Vel = 8.30
16 -46.87 2.203 0.0 14.870 15.318
to 120 0.0 0.0 0.0
12 51.73 0.0204 0.0 14.870 0.303 Vel = 4.35
12 0.0 1.536 2T 12.0 1.000 15.621
to 120 0.0 12.000 0.0
13 51.73 0.1178 0.0 13.000 1.532 Vel = 8.96
13 0.0 1.536 IT 6.0 86.120 17.153
to 120 0.0 6.000 0.0
14 51.73 0.1179 0.0 92.120 10.858 Vel = 8.96
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
G & A FIRE PROTECTION CORP. Page 9
SHOP F (SSU CALC#I) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt PfIFt Eqv. Ln. Total Pf Pn
14 0.0 1.536 IT 6.0 1.000 28.011
to 120 0.0 6.000 0.433
15 51.73 0.1179 0.0 7.000 0.825 Vel = 8.96
15 0.0 2.703 IT 12.0 6.500 29.269
to 120 0.0 12.000 0.0
MI 51.73 0.0075 0.0 18.500 0.139 Vel = 2.89
0.0
51.73 29.408 K Factor = 9.54
*p54
1 -37.77 1.536 IT 6.0 1.000 13.982
to 120 0.0 6.000 0.0
2 -37.77 -0.0659 0.0 7.000 -0.461 Vel = 6.54
2 0.0 1.536 IT 6.0 8.410 13.521
to 120 0.0 6.000 0.0
3 -37.77 -0.0659 0.0 14.410 -0.949 Vel = 6.54
3 26.09 1.536 0.0 11.000 12.572
to 120 0.0 0.0 0.0
4 -11.68 -0.0075 0.0 11.000 -0.083 Vel = 2.02
4 26.00 1.536 0.0 11.000 12.489
to 120 0.0 0.0 0.0
5 14.32 0.0109 0.0 11.000 0.120 Vel = 2.48
5 26.13 1.536 0.0 9.170 12.609
to 120 0.0 0.0 0.0
6 40.45 0.0748 0.0 9.170 0.686 Vel = 7.00
6 26.83 1.536 IT 6.0 46.540 13.295
to 120 0.0 6.000 0.0
7 67.28 0.1917 0.0 52.540 10.070 Vel= 11.65
7 0.0 1.536 IT 6.0 1.000 23.365
to 120 0.0 6.000 0.433
8 67.28 0.1916 0.0 7.000 1.341 Vel = 11.65
8 0.0 2.703 0.0 10.410 25.139
to 120 0.0 0.0 0.0
9 67.28 0.0123 0.0 10.410 0.128 Vel = 3.76
9 67.39 2.703 0.0 10.000 25.267
to 120 0.0 0.0 0.0
10 134.67 0.0441 0.0 10.000 0.441 Vel= 7.53
10 60.31 2.703 0.0 12.000 25.708
to 120 0.0 0.0 0.0
11 194.98 0.0875 0.0 12.000 1.050 Vel = 10.90
11 46.87 2.703 IT 12.0 8.330 26.758
to 120 0.0 12.000 0.0
MI 241.85 0.1303 0.0 20.330 2.650 Vel = 13.52
Ml 51.73 4.31 1E 10.0 2.080 29.408
to 120 0.0 10.000 0.0
TOR 293.58 0.0192 0.0 12.080 0.232 Vel = 6.46
TOR 0.0 4.31 IE 10.0 17.500 29.640
to 120 IFsp 0.0 22.000 10.579 * Fixed loss = 3
BOR 293.58 0.0192 1 12.0 39.500 0.760 Vel = 6.46
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
G & A FIRE PROTECTION CORP. Page 10
SHOP F (SSU CALC#1) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
BOR 0.0 5.914 2E 42.31 116.910 40.979
to 150 0.0 42.310 0.0
BFL 293.58 0.0027 0.0 159.220 0.435 Vel = 3.43
BFL 0.0 5.914 iT 45.332 28.290 41.414
to 150 IC 4.533 71.020 3.961 * Fixed loss = 6.56
SRC 293.58 0.0027 1 21.155 99.310 0.271 Vel = 3.43
IZai 0.0
250.00 Qa = 250.00
543.58 45.646 K Factor= 80.46
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
AutoPeaking Summary
G & A FIRE PROTECTION CORP. Page 11
SHOP F (SSU CALC#1) Date 04/10/08
Auto Peaking Summary - List of Pipes for Area Calculated
Left Right
Side Side
From To Length From To Length
26 27 8.410 31 32 46.540
20 21 8.410 23 24 55.700
2 3 8.410 6 7 46.540
26 27 8.410 31 32 46.540
20 21 8.410 23 24 55.700
2 3 8.410 6 7 46.540
Flow Pressure Pressure
Required Required Differential
Left 10.000 I 544.206 44.686 -0.959
Area Calculated I 543.581 45.646 0.000
Typical Distance Between Heads = 10.000
Split Point Used in Worst Area Peaked = 35
Split Point Used in Area Calculated = 35
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Lk. C663654
C & A FIRE PROTECTION CORP.
14141 COVELO ST. #4D
VAN NUYS, CALIFORNIA. 91405
avigafirepro.com
FAX 780-8076
Job Name : SHOP F (ROOF CALC#2)
Building
Location : 2675 GATEWAY RD. CARLSBAD, CALIFORNIA
System
Contract
Data File 07032-F shop roof.WX2 A
APPROV7 SUBMITTED lei)
CARLSBA-1011FIE DEPARTMENT
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
G & A FIRE PROTECTION CORP. Page 1
SHOP F (ROOF CALC#2) Date 04/10/08
Hydraulic Design Information Sheet
Name - SHOP 'F' BRESSI RANCH VILLAGE CENTER. Date - 04/10/08
Location - 2675 GATEWAY RD. CARLSBAD, CALIFORNIA
S ( ) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
E
M Area of Sprinkler Operation - MR ROOF System Type Sprinkler/Nozzle
Density - .1000 (X) Wet Make VIKING
D Area Per Sprinkler - 120.00 ( ) Dry Model VK300
S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6
Calculation Flow Required - 247 Press Required - 47
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
G & A FIRE PROTECTION CORP. Page 2
SHOP F (ROOF CALC#2) Date 04/10/08
City Water Supply: Demand: Cl - Static Pressure : 49.5 Dl - Elevation : 6.930 C2 - Residual Pressure: 20 D2 - System Flow : 147.302 C2 - Residual Flow : 2140 D2 - System Pressure : 47.312
Hose (Adj City)
Hose ( Demand ) : 100
D3 - System Demand : 247.302
Safety Margin : 1.644
150
140
130
p120
R11°
E10°
s 90
s 80
u 70
R60
E 50
40
D
______________
e
_______
20
lu -
i .
........ .
300 600 900 1200 1500 1800 2100 2400 2700
FLOW (N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
G & A FIRE PROTECTION CORP.
SHOP F (ROOF CALC#2)
15.5
79 <-. 70
1'
I 45.5
16 1 78 <- 71
I
I 61.6
18.
77 <- 72 -r
I 80.5
21.
76 <-. 73
22.2
75 4- 73
Page 3
Date 04/10/08
14.8 45.5 80.5 147.3 147.3
68 <-69 <-70 <-71 <-72 <-73 <-74 <-R2<-RI <-R
30.1 61.6 123.9 147.3
27.2 27.2 27.2 27.2
25 <-26 <-27 <-28 <-30 <--29 4-31 <-32 <-9
I 27.2 27.2 27.2 27.2
I 54.2
. 28.3 28.3 28.3
19 <- 20 <-- 21 <- 22 <- 23 <- 24 <- 10
I 28.3 28.3 28.3
I 82.5
31 31
16 <- 17 <- 18 <- 11
31
33.8 82.5 26.9 26.9 26.9 26.9 82.5
12-R<-16<-19<-25 2 -31 3<-4<-5 <-6 <-7<-8<-9 <-10<-11<-MI
113.5 54.2 26.9 26.9 26.9 54.2 113.5
33.8 33.8 147.3 147.3
12 <- 13 <- 14 <-15 <-- MI <--TOP.<-- BOR- BFL<-. SRC
33.8 33.8 147.3 147.3
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
G & A FIRE PROTECTION CORP. Page 4
SHOP F (ROOF CALC#2) Date 04/10/08
Fitting Legend
Abbrev. Name 1/2 % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24
B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow
G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
I 90 Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
Inches
Feet
US Gallons per Minute
Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
G & A FIRE PROTECTION CORP. Page 5
SHOP F (ROOF CALC#2) Date 04/10/08
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
79 19.0 5.6 7.64 na 15.48 0.1 120 7.0
78 19.0 5.6 8.19 na 16.03 0.1 120 7.0
77 19.0 5.6 11.38 na 18.89 0.1 120 7.0
76 19.0 5.6 14.43 na 21.28 0.1 120 7.0
75 19.0 5.6 15.7 na 22.19 0.1 120 7.0
68 19.0 5.6 7.0 na 14.82 0.1 120 7.0
69 19.0 5.6 7.41 na 15.24 0.1 120 7.0
70 19.0 8.11 na
71 19.0 8.82 na
72 19.0 11.56 na
73 19.0 15.87 na
74 19.0 5.6 17.42 na 23.37 0.1 120 7.0
R2 19.0 18.56 na
Ri 19.0 20.33 na
25 15.5 25.8 na
26 15.5 26.05 na
27 15.5 26.57 na
28 15.5 26.96 na
30 15.5 27.36 na
29 15.5 27.56 na
31 15.5 27.69 na
32 15.5 29.58 na
19 15.5 25.58 na
20 15.5 25.85 na
21 15.5 26.41 na
22 15.5 26.83 na
23 15.5 27.26 na
24 15.5 29.64 na
16 15.5 25.0 na
17 15.5 25.32 na
18 15.5 29.81 na
12 15.5 24.35 na
R 15.0 24.51 na
1 15.5 25.86 na
2 15.5 26.11 na
3 15.5 26.61 na
4 15.5 27.0 na
5 15.5 27.39 na
6 15.5 27.71 na
7 15.5 29.56 na
8 15.5 29.81 na
9 15.5 29.83 na
10 15.5 29.91 na
ii 15.5 30.13 na
13 15.5 25.05 na
14 15.5 30.0 na
15 14.5 30.8 na
Mi 14.5 30.83 na
TOR 14.5 30.89 na
BOR -3.0 41.68 na
BFL -3.0 41.8 na
SRC 3.0 47.31 na 100.0
The maximum velocity is 18.85 and it occurs in the pipe between nodes 73 and 74
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
G & A FIRE PROTECTION CORP. Page 6
SHOP F (ROOF CALC#2) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
*P6
79 15.48 1.08 iT 5.0 1.700 7.640 K Factor = 5.60
to 120 0.0 5.000 0.0
70 15.48 0.0703 0.0 6.700 0.471 Vel = 5.42
0.0
15.48 8.111 K Factor= 5.44
*P-9
78 16.03 1.08 IT 5.0 3.370 8.194 K Factor =5.60
to 120 0.0 5.000 0.0
71 16.03 0.0750 0.0 8.370 0.628 Vel = 5.61
0.0
16.03 8.822 K Factor = 5.40
*Pi2
77 18.89 1.08 0.0 1.700 11.383 K Factor = 5.60
to 120 0.0 0.0 0.0
72 18.89 0.1012 0.0 1.700 0.172 Vel = 6.62
0.0
18.89 11.555 K Factor = 5.56
*P15
76 21.28 1.08 IT 5.0 6.330 14.434 K Factor =5.60
to 120 0.0 5.000 0.0
73 21.28 0.1267 0.0 11.330 1.435 Vel = 7.45
0.0
21.28 15.869 K Factor= 5.34
*P-18
75 22.19 1.08 0.0 1.200 15.704 K Factor = 5.60
to 120 0.0 0.0 0.0
73 22.19 0.1375 0.0 1.200 0.165 Vel = 7.77
0.0
22.19 15.869 K Factor = 5.57
*P2I
68 14.82 1.08 0.0 6.333 7.000 K Factor =5.60
to 120 0.0 0.0 0.0
69 14.82 0.0649 0.0 6.333 0.411 Vel = 5.19
69 15.24 1.408 IT 6.0 4.620 7.411 K Factor =5.60
to 120 0.0 6.000 0.0
70 30.06 0.0659 0.0 10.620 0.700 Vel = 6.19
70 15.48 1.408 0.0 5.000 8.111
to 120 0.0 0.0 0.0
71 45.54 0.1422 0.0 5.000 0.711 Vel = 9.38
71 16.03 1.408 iT 6.0 5.000 8.822
to 120 0.0 6.000 0.0
72 61.57 0.2485 0.0 11.000 2.733 Vel = 12.69
72 18.89 1.408 IT 6.0 4.580 11.555
to 120 0.0 6.000 0.0
73 80.46 0.4078 0.0 10.580 4.314 Vel = 16.58
73 43.47 1.639 0.0 3.580 15.869
to 120 0.0 0.0 0.0
74 123.93 0.4324 0.0 3.580 1.548 Vel = 18.85
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
G & A FIRE PROTECTION CORP. Page 7
SHOP F (ROOF CALC#2) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
74 23.37 2.104 IE 5.0 1.500 17.417 K Factor =5.60
to 120 0.0 5.000 0.0
R2 147.3 0.1765 0.0 6.500 1.147 VeI= 13.59
R2 0.0 2.104 1E 5.0 5.000 18.564
to 120 0.0 5.000 0.0
Ri 147.3 0.1764 0.0 10.000 1.764 Vel = 13.59
RI 0.0 2.104 IT 10.0 3.870 20.328
to 120 0.0 10.000 1.732
R 147.3 0.1765 0.0 13.870 2.448 Vel = 13.59
0.0
147.30 24.508 KFactor= 29.75
*P24
25 27.23 1.536 IT 6.0 1.000 25.799
to 120 0.0 6.000 0.0
26 27.23 0.0360 0.0 7.000 0.252 Vel = 4.71
26 0.0 1.536 iT 6.0 8.410 26.051
to 120 0.0 6.000 0.0
27 27.23 0.0359 0.0 14.410 0.518 Vel = 4.71
27 0.0 1.536 0.0 11.000 26.569
to 120 0.0 0.0 0.0
28 27.23 0.0359 0.0 11.000 0.395 Vel = 4.71
28 0.0 1.536 0.0 11.000 26.964
to 120 0.0 0.0 0.0
30 27.23 0.0360 0.0 11.000 0.396 Vel = 4.71
30 0.0 1.536 0.0 5.580 27.360
to 120 0.0 0.0 0.0
29 27.23 0.0360 0.0 5.580 0.201 Vel = 4.71
29 0.0 1.536 0.0 3.580 27.561
to 120 0.0 0.0 0.0
31 27.23 0.0360 0.0 3.580 0.129 Vel = 4.71
31 0.0 1.536 iT 6.0 46.540 27.690
to 120 0.0 6.000 0.0
32 27.23 0.0360 0.0 52.540 1.889 Vel = 4.71
32 0.0 1.536 iT 6.0 1.000 29.579
to 120 0.0 6.000 0.0
9 27.23 0.0360 0.0 7.000 0.252 Vel = 4.71
0.0
27.23 29.831 K Factor = 4.99
*P27
19 28.32 1.536 iT 6.0 1.000 25.577
to 120 0.0 6.000 0.0
20 28.32 0.0387 0.0 7.000 0.271 Vel = 4.90
20 0.0 1.536 iT 6.0 8.410 25.848
to 120 0.0 6.000 0.0
21 28.32 0.0387 0.0 14.410 0.557 Vel = 4.90
21 0.0 1.536 0.0 11.000 26.405
to 120 0.0 0.0 0.0
22 28.32 0.0387 0.0 11.000 0.426 Vel = 4.90
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
C & A FIRE PROTECTION CORP. Page 8
SHOP F (ROOF CALC#2) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
22 0.0 1.536 0.0 11.000 26.831
to 120 0.0 0.0 0.0
23 28.32 0.0386 0.0 11.000 0.425 Vel = 4.90
23 0.0 1.536 IT 6.0 55.700 27.256
to 120 0.0 6.000 0.0
24 28.32 0.0387 0.0 61.700 2.386 Vel = 4.90
24 0.0 1.536 IT 6.0 1.000 29.642
to 120 0.0 6.000 0.0
10 28.32 0.0387 0.0 7.000 0.271 Vel = 4.90
0.0
28.32 29.913 K Factor = 5.18
*P30
16 31.01 1.536 1T 6.0 1.000 24.998
to 120 0.0 6.000 0.0
17 31.01 0.0459 0.0 7.000 0.321 Vel = 5.37
17 0.0 1.536 2T 12.0 86.120 25.319
to 120 0.0 12.000 0.0
18 31.01 0.0457 0.0 98.120 4.487 Vel = 5.37
18 0.0 1.536 iT 6.0 1.000 29.806
to 120 0.0 6.000 0.0
II 31.01 0.0457 0.0 7.000 0.320 Vol = 5.37
0.0
31.01 30.126 K Factor = 5.65
*33
12 -33.81 2.203 0.0 6.750 24.354
to 120 0.0 0.0 0.217
R -33.81 -0.0093 0.0 6.750 -0.063 Vel = 2.85
R 147.30 2.203 0.0 8.120 24.508
to 120 0.0 0.0 -0.217
16 113.49 0.0871 0.0 8.120 0.707 Vel = 9.55
16 -31.01 2.203 0.0 12.000 24.998
to 120 0.0 0.0 0.0
19 82.48 0.0482 0.0 12.000 0.579 Vol = 6.94
19 -28.33 2.203 0.0 10.000 25.577
to 120 0.0 0.0 0.0
25 54.15 0.0222 0.0 10.000 0.222 Vel = 4.56
25 -27.23 2.203 0.0 10.410 25.799
to 120 0.0 0.0 0.0
1 26.92 0.0061 0.0 10.410 0.063 Vel = 2.27
1 0.0 1.536 11 6.0 1.000 25.862
to 120 0.0 6.000 0.0
2 26.92 0.0353 0.0 7.000 0.247 Vol = 4.66
2 0.0 1.536 iT 6.0 8.370 26.109
to 120 0.0 6.000 0.0
3 26.92 0.0351 0.0 14.370 0.505 Vel = 4.66
3 0.0 1.536 0.0 11.000 26.614
to 120 0.0 0.0 0.0
4 26.92 0.0353 0.0 11.000 0.388 Vol = 4.66
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fihal Calculations - Standard
G & A FIRE PROTECTION CORP. Page 9
SHOP F (ROOF CALC#2) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
4 0.0 1.536 0.0 11.000 27.002
to 120 0.0 0.0 0.0
5 26.92 0.0352 0.0 11.000 0.387 Vel = 4.66
5 0.0 1.536 0.0 9.160 27.389
to 120 0.0 0.0 0.0
6 26.92 0.0352 0.0 9.160 0.322 Vel = 4.66
6 0.0 1.536 IT 6.0 46.540 27.711
to 120 0.0 6.000 0.0
7 26.92 0.0352 0.0 52.540 1.850 Vel = 4.66
7 0.0 1.536 iT 6.0 1.000 29.561
to 120 0.0 6.000 0.0
8 26.92 0.0351 0.0 7.000 0.246 Vel = 4.66
8 0.0 2.703 0.0 10.410 29.807
to 120 0.0 0.0 0.0
9 26.92 0.0023 0.0 10.410 0.024 Vel = 1.51
9 27.23 2.703 0.0 10.000 29.831
to 120 0.0 0.0 0.0
10 54.15 0.0082 0.0 10.000 0.082 Vel = 3.03
10 28.33 2.703 0.0 12.000 29.913
to 120 0.0 0.0 0.0
11 82.48 0.0177 0.0 12.000 0.213 Vel = 4.61
11 31.01 2.703 0.0 8.330 30.126
to 120 0.0 0.0 0.433
Ml 113.49 0.0322 0.0 8.330 0.268 Vel = 6.35
0.0
113.49 30.827 K Factor = 20.44
*P36
12 33.81 1.536 2T 12.0 1.000 24.354
to 120 0.0 12.000 0.0
13 33.81 0.0537 0.0 13.000 0.698 Vel = 5.85
13 0.0 1.536 IT 6.0 86.120 25.052
to 120 0.0 6.000 0.0
14 33.81 0.0537 0.0 92.120 4.944 Vel = 5.85
14 0.0 1.536 IT 6.0 1.000 29.996
to 120 0.0 6.000 0.433
15 33.81 0.0537 0.0 7.000 0.376 Vel = 5.85
15 0.0 2.703 0.0 6.500 30.805
to 120 0.0 0.0 0.0
MI 33.81 0.0034 0.0 6.500 0.022 Vel = 1.89
Ml 113.49 4.31 1E 10.0 2.080 30.827
to 120 0.0 10.000 0.0
TOR 147.3 0.0054 0.0 12.080 0.065 Vel = 3.24
TOR 0.0 4.31 1E 10.0 17.500 30.892
to 120 lFsp 0.0 22.000 10.579 * Fixed loss = 3
BOR 147.3 0.0054 1 12.0 39.500 0.213 Vel = 3.24
BOR 0.0 5.914 2E 42.31 116.910 41.684
to 150 0.0 42.310 0.0
BFL 147.3 0.0008 0.0 159.220 0.121 Vel = 1.72
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fiña1 Calculations - Standard
G & A FIRE PROTECTION CORP. Page 10
SHOP F (ROOF CALC#2) Date 04/10/08
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. 'C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
BFL 0.0 5.914 1 45.332 28.290 41.805
to 150 1 4.533 71.020 5.431 * Fixed loss = 8.03
SRC 147.3 0.0008 1 21.155 99.310 0.076 Vel = 1.72
lZai 0.0
100.00 Qa= 100.00
247.30 47.312 KFactor= 35.95
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087