HomeMy WebLinkAbout2753 JEFFERSON ST; ; AS150195; Permit9/14/22, 11:03 AM AS150195 Permit Data
City of Carlsbad
Sprinkler Permit
2753 JEFFERSON
Job Address:
ST
Permit Type: SPRINK
Parcel No: 2031101400
Lot #: 0
Reference No.:
Permit No: A5150195
Status: APPROVED
Applied 7/8/2015
Approved: 7/8/2015
Issued: 7/8/2015
PC #: Inspector:
Project Title: TUSCAN OFFICE SUITES INSTALLATION OF NEW NFPA 13
FIRE SPRINKLER SYSTEM IN A NEW 2-STORY OFFICE
BUILDING W/ PARKING GARAGE.
Applicant:
PACIFIC FIRE SYSTEMS, INC.
13142 NELSON LANE
POWAY, CA
858-722-9865
Owner:
DALY WILLIAM V&ROSA C
P0 BOX 260
CARLSBAD CA
Fees ($) Add'I Fees ($) Total ($) Balance ($)
1,573 0 1,573 1
about:blank 1/1
CARLSBAD FIRE DEPARTMENT
Fire Prevention Division
1635 Faraday Avenue Carlsbad CA 92008
160.602.4665
WATER AVAILABILITY FORM
SECTION k TO BE COMPLETED BY CUSTOMER
PROJECT NAME: Tuscan Office Suites SR#:
(Assigned upon plan submittal) PROJECT ADDRESS: 2753 Jefferson St. CITY: Carlsbad
PHONE: (______ NUMBER:
Largest Building (ft.2):_____________________________ Sprinkled? Yes Construction Type:_________________
SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD.
Water Purveyor: City of Carlsbad
Location of test (reference map required): Hydrant north of intersection of Jefferson St. and Arbuckle P1,
Flow Test Results
Static pressure . 76 PSI Hydrant Number (if applicable):______________
Elevation of test: 59 Feet Date/Time of Test1:
Pitot Tube Reading: PSI Corresponding Flow:. GPM
Total Flow: 1.500 GPM Residual Pressure: 71 PSI
At peak demand, this water system is capable of providing a fire flow discharge @ 20 psi of no-less more
than 6,400 GPM.
1Test to be performed as close as possible to the time the most conservative flows and pressures are expected.
Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here:
7UiIWJM1WULMIJffJW1JJL_— TtUMIJL$J1Lt ii Ii IJ1tIJj QJflJ1JPIa1J:L]1JuJ .p..pt* p._£.. SY_t t&S2fl ap-tp £ pt-n*tfl*a S*S .flSAfl'.J
I_have_ witnessed _and/or_rcviewe this water_flow_information_ and _by_personal_knowledge_and/or 9A site ebsecvation_certify_ that _the _above _information_is_correct.
Name: _yirkr R.P4a-eI Eng. 1k. No. (if applicable): C,6'7&0&
Signature.______________________________________
Title/Org. &4ti /Mc Date: /2/fi/I'-I
A5(4;6115
- - Fire Protection by Computer Design
PACIFIC FIRE SYSTEMS, INC.
12316 OAK KNOLL RD.
SUITE B
POWAY, CA 92064
858-883-2333
rn
m _
Job Name : Tuscan Office Suites
Building : 1
Location : Second Floor - Offices
System : 100
Contract
Data File : 2ndFlorCalc.WXF
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
PACIFIC FIRE SYSTEMS, INC. Page 1
Tuscan Office Suites Date 5/5/15
HYDRAULIC CALCULATIONS
for
Project name: Tuscan Office Suites
Location: Second Floor - Offices
Drawing no: 1
Date: 5/5/15
Design
Remote area number: 100
Remote area location: Garage
Occupancy classification: Ordinary Hazard Group 1
Density: .10 - Gpm/SqFt
Area of application: 990 - SqFt
Coverage per sprinkler: Varies - SqFt
Type of sprinklers calculated: 1/2" SSU
No. of sprinklers calculated: 9
In-rack demand: N/A - GPM
Hose streams: 250 - GPM
Total water required (including hose streams): 244.55 - GPM
Type of system: Wet
Volume of dry or preaction system: N/A - Gal
Water supply information
Date: 12-11-14
Location: Jefferson St. @ Arbuckle P1., Carlsbad, CA
Source: MCS Eng.
@ 55.75-Psi
Name of contractor: Pacific Fire Systems, Inc.
Address: 12316 Oak Knoll Rd. Suite B, Poway, CA 92064
Phone number: 858-883-2333
Name of designer: 858-883-2334
Authority having jurisdiction: Carlsbad Fire Department
Notes: (Include peaking information or gridded systems here.) Area has been reduced by 34%
for 14-0' max ceiling height.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
PACIFIC FIRE SYSTEMS, INC. Page 2
Tuscan Office Suites Date 5/5/15
City Water Supply:
Cl - Static Pressure :
C2 - Residual Pressure:
C2 - Residual Flow :
68.4
63.9
1500
Demand:
Dl - Elevation
D2 - System Flow
D2 - System Pressure
Hose ( Demand)
D3 - System Demand
Safety Margin
: 11.116
:144.552
: 55.752
:100
: 244.552
: 12.491
150 __________ ____________
- --
140
130
120
R°
E10°
S90
Cl _____ _________ __________
580
____________ ______________
u 70 cz
D2 D 60
I-' ) -
E5° 3
40
30
20
10 DV
— ,...I.I.I.I.I.I.... .. .... .. I....
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N A 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
PACIFIC FIRE SYSTEMS, INC. Page 3
Tuscan Office Suites Date 5/5/15
Fitting Legend
Abbrev. Name Y2 % 1 1% 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24
B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0
E NFPA 13 90' Standard Elbow 1 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 NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zis Wilkins 475DA Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *• The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure I Flow Summary - STANDARD
PACIFIC FIRE SYSTEMS, INC. Page 4
Tuscan Office Suites Date 5/5/15
. Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Req.
200 25.667 5.6 7.0 na 14.82 0.1 131 7.0
201 25.667 5.6 7.35 na 15.18 0.1 131 7.0
202 25.667 5.6 8.2 na 16.04 0.1 139 7.0
203 25.667 5.6 7.03 na 14.85 0.1 131 7.0
204 25.667 5.6 7.45 na 15.29 0.1 131 7.0
204A 28.5 6.36 na
205 25.667 5.6 7.46 na 15.3 0.1 120 7.0
206 25.667 5.6 8.99 na 16.79 0.1 115 7.0
207 25.667 5.6 10.42 na 18.07 0.1 75 7.0
208 25.667 5.6 10.59 na 18.22 0.1 105 7.0
207A 28.5 9.72 na
208A 28.5 10.18 na
20 28.5 11.27 na
206A 28.5 8.56 na
205A 28.5 7.24 na
19 28.5 6.51 na
203A 28.5 6.3 na
200A 28.5 6.31 na
201A 28.5 6.73 na
202A 28.5 7.64 na
18 28.5 13.68 na
16 28.5 11.01 na
15 26.333 15.47 na
14 26.333 16.78 na
13 9.0 29.58 na
6 9.0 31.82 na
5 8.333 33.48 na 100.0
4 2.333 40.59 na
3 1.0 43.05 na
2 0.0 55.43 na
1 0.0 55.51 na
TEST 0.0 55.75 na
The maximum velocity is 13.9 and it occurs in the pipe between nodes 20 and 15
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
PACIFIC FIRE SYSTEMS, INC. C Page 5
Tuscan Office Suites Date 5/5/15
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
200 14.82 1.08 2E 4.61 3.750 7.000 K Factor = 5.60
to 120.0 0.0 4.610 -1.227
200A 14.82 0.0648 0.0 8.360 0.542 Vel = 5.19
0.0
14.82 6.315 K Factor = 5.90
201 15.18 1.08 2E 4.61 4.330 7.351 K Factor = 5.60
to 120.0 0.0 4.610 -1.227
201A 15.18 0.0679 0.0 8.940 0.607 Vel = 5.32
0.0
15.18 6.731 K Factor = 5.85
202 16.04 1.08 2E 4.61 4.330 8.200 K Factor = 5.60
to 120.0 0.0 4.610 -1.227
202A 16.04 0.0751 0.0 8.940 0.671 Vel = 5.62
0.0
16.04 7.644 K Factor = 5.80
203 14.85 1.08 2E 4.61 3.000 7.035 K Factor = 5.60
to 120.0 0.0 4.610 -1.227
203A 14.85 0.0650 0.0 7.610 0.495 Vel = 5.20
0.0
14.85 6.303 K Factor = 5.91
204 15.29 1.08 0.0 2.000 7.453 K Factor = 5.60
to 120.0 0.0 0.0 -1.227
204A 15.29 0.0685 0.0 2.000 0.137 Vel = 5.35
204A 0.0 1.536 T 10.108 1.667 6.363
to 120.0 0.0 10.108 0.0
19 15.29 0.0124 0.0 11.775 0.146 VeI= 2.65
0.0
15.29 6.509 K Factor = 5.99
205 15.30 1.08 2E 4.61 10.083 7.461 K Factor = 5.60
to 120.0 0.0 4.610 -1.227
205A 15.3 0.0687 0.0 14.693 1.010 Vel = 5.36
0.0
15.30 7.244 K Factor = 5.68
206 16.79 1.08 2E 4.61 5.167 8.985 K Factor = 5.60
to 120.0 0.0 4.610 -1.227
206A 16.79 0.0817 0.0 9.777 0.799 Vel = 5.88
0.0
16.79 8.557 K Factor = 5.74
207 18.07 1.08 2E 4.61 1.083 10.416 K Factor = 5.60
to 120.0 0.0 4.610 -1.227
207A 18.07 0.0936 0.0 5.693 0.533 Vel = 6.33
0.0
18.07 9.722 K Factor = 5.80
208 18.22 1.08 2E 4.61 4.000 10.585 K Factor = 5.60
to 120.0 0.0 4.610 -1.227
208A 18.22 0.0950 0.0 8.610 0.818 Vel = 6.38
0.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
PACIFIC FIRE SYSTEMS, INC. Page 6
Tuscan Office Suites Date 5/5/15
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv ******* Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
18.22 10.176 K Factor = 5.71
207A 18.07 1.536 3E 15.162 11.833 9.722
to 120.0 0.0 15.162 0.0
208A 18.07 0.0168 0.0 26.995 0.454 Vel = 3.13
208A 18.22 1.536 T 10.108 3.500 10.176
to 120.0 0.0 10.108 0.0
16 36.29 0.0612 0.0 13.608 0.833 Vel = 6.28
0.0
36.29 11.009 K Factor = 10.94
20 -59.52 1.536 T 10.108 7.667 11.273
to 120.0 0.0 10.108 0.0
206A -59.52 -0.1528 0.0 17.775 -2.716 Vel = 10.31
206A 16.78 1.536 T 10.108 5.750 8.557
to 120.0 0.0 10.108 0.0
205A -42.74 -0.0828 0.0 15.858 -1.313 Vel = 7.40
205A 15.30 1.536 T 10.108 5.000 7.244
to 120.0 E 5.054 15.162 0.0
19 -27.44 -0.0365 0.0 20.162 -0.735 Vel = 4.75
19 15.29 1.536 1 10.108 10.250 6.509
to 120.0 E 5.054 15.162 0.0
203A -12.15 -0.0081 0.0 25.412 -0.206 . Vel = 2.10
203A 14.85 1.536 1 10.108 13.000 6.303
to 120.0 0.0 10.108 0.0
200A 2.7 0.0005 0.0 23.108 0.012 Vel = 0.47
200A 14.82 1.536 T 10.108 11.000 6.315
to 120.0 E 5.054 15.162 0.0
201A 17.52 0.0159 0.0 26.162 0.416 Vel = 3.03
201A 15.18 1.536 T 10.108 8.000 6.731
to 120.0 0.0 10.108 0.0
202A 32.7 0.0504 0.0 18.108 0.913 Vel = 5.66
202A 16.04 1.536 T 10.108 42.000 7.644
to 120.0 E 5.054 15.162 0.0
18 48.74 0.1056 0.0 57.162 6.034 Vel = 8.44
18 -64.26 1.536 IOE 50.54 159.330 13.678
to 120.0 0.0 50.540 0.0
16 -15.52 -0.0127 0.0 209.870 -2.669 Vel = 2.69
16 36.29 1.536 1 10.108 2.000 11.009
to 120.0 0.0 10.108 0.0
20 20.77 0.0218 0.0 12.108 0.264 Vel = 3.60
0.0
20.77 11.273 K Factor = 6.19
20 80.29 1.536 T 10.108 2.167 11.273
to 120.0 0.0 10.108 0.939
15 80.29 0.2657 0.0 12.275 3.262 Vel = 13.90
0.0
80.29 15.474 KFactor= 20.41
18 64.26 1.536 T 10.108 2.167 13.678
to 120.0 0.0 10.108 0.939
14 64.26 0.1760 0.0 12.275 2.160 Vel= 11.13
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen-Williams
PACIFIC FIRE SYSTEMS, INC. Page 7
Tuscan Office Suites Date 5/5/15
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftngs Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
64.26 16.777 K Factor = 15.69
15 80.29 2.203 T 13.639 14.750 15.474
to 120.0 0.0 13.639 0.0
14 80.29 0.0459 0.0 28.389 1.303 Vel = 6.76
14 64.26 2.203 2E 13.639 25.250 16.777
to 120.0 0.0 13.639 7.507
13 144.55 0.1362 0.0 38.889 5.297 Vel = 12.17
0.0
144.55 29.581 KFactor= 26.58
13 144.55 2.203 E 6.819 9.583 29.581
to 120.0 0.0 6.819 0.0
6 144.55 0.1362 0.0 16.402 2.234 Vel= 12.17
6 0.0 3.314 T 21.838 11.083 31.815
to 120.0 4E 40.765 62.603 0.289
5 144.55 0.0186 0.0 73.686 1.374 Vel = 5.38
5 100.00 3.314 E 10.191 6.000 33.478 Qa = 100
to 120.0 Fsp 0.0 24.750 5.599 * * Fixed Loss = 3
4 244.55 0.0493 B 14.559 30.750 1.517 Vel = 9.10
4 0.0 3.314 3E 30.574 7.500 40.594
to 120.0 0.0 30.574 0.577
3 244.55 0.0493 0.0 38.074 1.878 'Vel = 9.10
3 0.0 6.357 Zis 0.0 9.000 43.049
to 120.0 E 17.603 17.603 12.329 * * Fixed Loss = 11.896
2 244.55 0.0021 0.0 26.603 0.055 Vel = 2.47
2 0.0 6.16 E 20.084 25.000 55.433
to 140.0 0.0 20.084 0.0
1 244.55 0.0018 0.0 45.084 0.081 Vel = 2.63
1 0.0 6.09 G 4.625 115.000 55.514
to 150.0 E 21.583 26.208 0.0
TEST 244.55 0.0017 0.0 141.208 0.238 Vel = 2.69
0.0
244.55 55.752 K Factor= 32.75
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087