HomeMy WebLinkAbout2215 CALLE BARCELONA; ; AS0601978/9/24,11:31 AM AS060197 Permit Data
City of Carlsbad
Sprinkler Permit
Permit No: A5060197
Job Address:
Permit Type
Parcel No
2215 CALLE
BARCELONA
SPRINK
2552730700
Status: ISSUED
Applied 8/4/2006
Approved: 8/4/2006
Lot #: 0
Reference No.: Issued: 8/4/2006
PC #: Inspector:
Project Title: COASTLINE COMMUNITY CHURCH THREE FIRE SPRINKLER
INSPECTIONS @ $60/EA
Applicant:
LIFEGUARD FIRE PROTECTION
STE F
2605 TEMPLE HEIGHTS DR
OCEANSIDE, CA
760-806-9997
Owner:
COASTLINE COMMUNITY CHURCH
511 ENCINITAS BLVD #104
ENCINITAS CA
Fees ($) F 1 Total(s) Balance ($)
180.05 0 180.05 0
about:blank 1/1
El Automatic Storage
El Solid Shelving
El Encapsulated
El Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
AsoGoi cfl-
LIFEGUARD FIRE PROTECTIOVig '
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDE, CA 9 ~Ufir
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: COASTLINE COMMUNITY CHURCH Date: July 27, 2006
Location: 2215 CALLE BARCELONA, 92009
Building: A System No. ROOF
Contractor: LIFEGUARD FIRE PROTECTION, INC. Contract No.
Calculated By: LCH Drawing No. 1 of 1
Construction: 0 Combustible,Smooth Ceiling El Non-Combustible Ceiling Height VARIES Ft.
SYSTEM DESIGN
NFPA 13: E Light Hazard Ordinary Hazard Group [
El NFPA 231 El NFPA 231C: Figure:
El Other (Specify)
[:]Specific Ruling Made By
1 El 2 El 3 El Extra Hazard
Curve:
Date
Area of Sprinkler Operation 1950 System Type
Density .10 E Wet El Dry El Deluge El Pre-Action
Area Per Sprinkler 225 SQ.FT. MAX. Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make RELIABLE Model G4
Hose Allowance GPM: Outside 100 Size V2 K-Factor: 5.6
Rack Sprinkler Allowance N/A Temperature Rating 165 DEG.
CALCULATION SUMMARY
GPM Required 428.55 PSI Required 77.10 At Base of Riser
"C" Factor Used: Overhead 120 Underground 150
WA tK SUI'l'LY
Water Flow Test Pump Data Tank or Reservoir
Date & Time 4-7-06 Rated Capacity Capacity
Static PSI 139 At PSI Elevation
Residual PSI 130 Elevation
GPM Flowing 1565 Well
Elevation 0 Proof Flow GPM Location SITE
Source of Information OLWENEIN MUNICIPAL WATER DISTRICT
COMMODITY STORAGE
Commodity
Storage Height
Storage Method: Solid Piled
Class
Area
% Palletized
Location -
Aisle Width
% Rack
V
Rack
El Single Row El Conventional Pallet
El Double Row El Slave Pallet
El Multiple Row El Open
Flue Spacing In Inches
Longitudinal Transverse
-
Horizontal Barriers Provided
Lf
COASTLINE COMMUNITY CHURCH COMMUNITY ROOM .10/1950 Sigma Dynamics Corporation
7700 Subolv I Demand Grenh
240
'fliv -
230.
210
- - - - - _____ _____ ______ _______ _______ ________ ________ ________ _______________________________
J Margin
Pressure 34.24 PSI
Flow 2960.50 GPM
- - ____ ____ _____ ______ ______ ______ ______ _______ _J
- - -
200
190
180
170
160
150
140
130 I - - - - - - _______
110
100 -----
90 --1010 0 -------
70-
80
60—
50
40
'I
C
30j--------
20
10
- 0200 400 600 800 1000 1200 1400 1800
N185
1800 20'
Water Flow (GPM)
System Demand..
Sprinkler Demand 89.69 PSI @ 428.84 GPM
Additional Flows 0.00 GPM
Hose at Source 100.00 GPM
Total Demand 89.69 PSI Q 528.84 GPM
Water Supply..
Static 125.00 PSI
Residual 117.00 PSI
Elevation 0.00 PSI
1565.00 GPM
07-27-2006 PAGE 1 SUBMITTAL SERIAL NO:4144HY1
COASTLINE COMMUNITY CHURCH COMMUNITY ROOM .10/1950
AREA INCREASED 3011 FOR ROOF SLOPE
FLOW TEST RESULTS
Water Supply
STATIC 125.00 PSI
RESIDUAL 117.00 PSI @ 1565.00 GPM
CITY PRESSURE AVAILABLE AT 528.8 GPM 123.93 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
200 22.97 16.80 5.60 3.6.83
201 21.31 16.80 5.60 14.48
202 20.11 16.80 5.60 12.89
203 19.53 16.80 5.60 12.16
204 19.37 16.80 5.60 11.96
205 20.52 16.80 5.60 13.42
206 18.81 16.80 5.60 11.29
207 17.57 16.80 5.60 9.85
208 16.97 16.80 5.60 9.18
209 16.80 16.80 5.60 9.00
210 30.06 14.83 5.60 28.82
211 28.05 14.83 5.60 25.09
212 26.59 14.83 5.60 22.55
213 25.89 14.83 5.60 21.38
214 25.70 14.83 5.60 21.06
215 35.28 24.00 5.60 39.69
216 31.99 19.20 5.60 32.64
217 31.31 19.20 5.60 31.25
TOTAL WATER REQUIRED FOR SYSTEM 428.84 GPM
OUTSIDE HOSE STREAMS AT 0 100.00 GPM
TOTAL WATER REQUIREMENT 528.84 GPM
PRESSURE REQUIRED AT 0 89.69 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 2
COASTLINE COMMUNITY CHURCH COMMUNITY ROOM .10/1950
AREA INCREASED 30 FOR ROOF SLOPE
Location Flow Pipe Fittings Equv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
109 209 1.049 L 1.00 C=120 PT 9.00 (209)
Q 16.80 F=E F 2.00 PE -0.43
DR T 3.00 0.0943 PF 0.28
104 109 1.049 L 14.00 C=120 PT 8.85 (109)
Q 16.80 F=0 F 0.00 PE 2.09
BN T 14.00 0.0943 PF 1.32
PT 12:26 (104) ------------------
117 217 1.049
Q 31.31 F=E
DR
116 117 1.049
Q 31.31 F=0
BN
116 216
------------------
1.049
Q 31.99 F=T
DR
41 116DQ 31.31 1.049
Q 63.30 F=E
N1
31 41 1.049
Q 63.30 F=T
NR
115 215
------------------
1.049
Q 35.28 F=T
DR
40 115 1.049
Q 35.28 F=E
BN1
30 40 1.049
Q 35.28 F=T
NR
------------------
10 214 1.049
Q 25.70 F=T
DR
L 3.33 C=120 PT 31.25 (217)
F 2.00 PE -1.44
T 5.33 0.2981 PF 1.59
L 8.00 C=120 PT 31.40 (117)
F 0.00 PE 0.00
T 8.00 0.2981 PF 2.38
PT 33.78 (116)
L 3.33 C=120 PT 32.64 (216)
F 5.00 PE -1.44
T 8.33 0,3104 PF 2.59
L 2.00 C=120 PT 33.79 (116)
F 2.00 PE 0.00
T 4.00 1.0967 PF 4.39
L 2.25 C=120 PT 38.18 ( 41)
F 5.00 PE 0.97
T 7.25 1.0967 PF 7.95
PT 47.10 ( 31)
L 6.33 C=120 PT 39.69 (215)
F 5.00 PE -2.74
T 13..33 0.3719 PF 4.21
L 4.50 C=120 PT 41.16 (115)
F 2.00 PE 0.00
T 6.50 0.3719 PF 2.42
L 5.25 C=120 PT 43.58 ( 40)
F 5.00 PE 2.7
T 10.25 0.3719 PF 3.81
PT 49.66 ( 30)
L 1.08 C=120 PT 21.06 (214)
F 5.00 PE -0.47
T 6.08 0.2069 PF 1.26
PT 21.85 ( 10)
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 3
COASTLINE COMMUNITY CHURCH COMMUNITY ROOM .10/1950
AREA INCREASED 30% FOR ROOF SLOPE
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
9 213
------------------
1.049 L 1.08 Cr120 PT 21.38 (213)
Q 25.89 F=T F 5.00 PE -0.47
DR T 6.08 0.2099 PF 1.28
PT 22.19 ( 9)
8 212
------------------
1.049 L 1.08 C=120 PT 22.55 (212)
Q 26.59 FT F 5.00 PE -0.47
DR T 6.08, 0.2205 PF 1.34
PT 23.42 ( 8)
7 211
------------------
1.049 L 1.08 C=120 PT 25.09 (211)
Q 28.05 F=T F 5.00 PE -0.47
DR T 6.08 0.2433 PF 1.48
PT 26.10 ( 7)
6 210
------------------
1.049 L 1.08 C=120 PT 28.82 (210)
Q 30.06 F=T F 5.00 PE -0.47
DR T 6.08 0.2766 PF 1.68
PT 30.03 ( 6)
108 208 - 1.049 L 1.00 C=120 PT 9.18 (208)
Q 16.97 F=E F 2.00 PE -0.43
DR T 3.00 0.0960 PF 0.29
103 108 1.049 L 14.00 C=120 PT 9.04 (108)
Q 16.97 F=0 F 0.00 PE 2.09
BN T 14.00 0.0960 PF 1.34
------------------ PT 12.47 (103)
107 207 1.049 L 1.00 C=120 PT 9.85 (207)
Q 17.57 F=E F 2.00 PE -0.43
DR T 3.00 0.1024 PF 0.31
102 107 1.049 L 14.00 C=120 PT 9.73 (107)
Q 17.57 F=0 F 0.00 PE 2.09
BN T 14.00 0.1024 PF 1.43
PT 13.25 (102)
106 206 1.049 L 1.00 C=120 PT 11.29 (206)
Q 18.81 F=E F 2.00 PE -0.43
DR T 3.00 0.1162 PF 0.35
101 106 1.049 L 14.00 C=120 PT 11.21 (106)
Q 18.81 F=0 F 0.00 PE 2.09
BN T 14.00 0.1162 PF 1.63
PT 14.93 (101)
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 4
COASTLINE COMMUNITY CHURCH COMMUNITY ROOM .10/1950
AREA INCREASED 30 FOR ROOF SLOPE
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
105
------------------
205 1.049 L 1.00 C=120 PT 13.42 (205)
Q 20.52 F=E F 2.00 PE -0.43
DR T 3.00 0.1364 PF 0.41
100 10.5 1.049 L 14.00 C=120 PT 13.40 (105)
Q 20.52 F=0 F 0.00 PE 2.09
BN T 14.00 0.1364 PF 1.91
PT 17.40 (100)
104
------------------
204 1.049 L 1.00 C=120 PT 11.96 (204)
Q 19.37 F=T F 5.00 PE -0.43
DR T 6.00 0.1226 PF 0.74
20 104DQ 16.80 1.049 L 8.25 C=120 PT 12.27 (104)
Q 36.17 F=E F 2.00 PE 1.44
BN1 T 10.25 0.3893 PF 3.99
10 20 1.049 L 2.00 C=120 PT 17.70 ( 20)
Q 36.17 F=T,E F 7.00 PE 0.65
NR T 9.00 0.3893 PF 3.50
PT 21.85 ( 10)
103 203 1.049 L 1.00 C=120 PT 12.16 (203)
Q 19.53 F=T F 5.00 PE -0.43
DR T 6.00 0.1245 PF 0.75
19 103DQ 16.97 1.049 L 8.25 C=120 PT 12.48 (103)
Q 36.50 F=E F 2.00 PE 1.44
BN1 T 10.25 0.3960 PF 4.06
9 19 1.049 L 2.00 C=120 PT L7.98 ( 19)
Q 36.50 F=T,E F 7.00 PE 0.65
MR T 9.00 0.3960 PF 3.56
PT 22.19 ( 9)
102 202 1.049 L 1.00 C=120 PT 12.89 (202)
Q 20.11 F=T F 5.00 PE -0.43 DR T 6.00 0.1314 PF 0.79
18 102DQ 17.57 1.049 L 8.25 C=120 PT 13.25 (102)
Q 37.68 F=E F 2.00 PE 1.44
BN1 T 10.25 0.4200 PF 4.30
8 18 1.049 L 2.00 C=120 PT 18.99 ( 18)
Q 37.68 F=T,E F 7.00 PE 065
MR T 9.00 0.4200 PF 3.78
PT 23.42 ( 8)
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 5
COASTLINE COMMUNITY CHURCH COMMUNITY ROOM .10/1950
AREA INCREASED 30% FOR ROOF SLOPE
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
------------------
101201 1.049 L 1.00 C=120 PT 14.48 (201)
Q 21.31 F=T F 5.00 PE -0.43
DR T 6.00 0.1463 PF 0.88
17 101DQ 18.81 1.049 L 8.25 C=120 PT 14.93 (101)
Q 40.12 F=E F 2.00 PE 1.44
BN1 T 10.25 0.4718 PF 4.84
7 17 1.049 L 2.00 C=120 PT 21.21 ( 17)
Q 40.12 F=T,E F 7.00 PE 0.65
NP. T 9.00 0.4718 PF 4.25
------------------ PT 26.11 ( 7)
100200 1.049 L 1.00 C=120 PT 16.83 (200)
Q 22.97 F=T F 5.00 PE -0.43
DR T 6.00 0.1681 PF 1.01
16 100DQ 20.52 1.049 L 8.25 C=120 PT 17.41 (100)
Q 43.49 FE F 2.00 PE 1.44
N1 T 10.25 0.5476 PF 5.61
6 16 1.049 L 2.00 C=120 PT 24.46 ( 16)
Q 43.49 F=T,E F 7.00 PE 0.65
NP. T 9.00 0.5476 PF 4.93
------------------ PT 30.04 ( 6)
9 10 2.203 L 12.00 C=120 PT 21.85 ( 10)
Q 61.87 F=0 F 0.00 PE 0.00
FM2 T 12.00 0.0283 PF 0.34
8 9DQ 62.39 2.20 L 12.00 C=120 PT 22.19 ( 9)
Q 124.26 F=0 F 0.00 PE 0.00
FM2 T 12.00 0.1030 PF 1.24
7 8DQ 64.27 2.203 L 12.00 C=120 PT 23.43 ( 8) Q 188.53 F=0 F 0.00 PE 0.00
FM2 T 12.00 0.2227 PF 2.67
6 7DQ 68.17 2.203 L 10.00 C=120 PT 26.10 ( 7) Q 256.70 F=0 F 0.00 PE 0.00
FM2 T 10.00 0.3941 PF 3.94
5 6DQ 73.55 2.203 L 20.42 C120 PT 30.04 ( 6)
Q 30.26 F=E F 4.80 PE 0.00
IM2 T 25.22 0.6281 PF 15.84
El Automatic Storage
El Solid Shelving
El Encapsulated
El Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
A c%DoIc1:Jr
LIFEGUARD FIRE PROTECTION, INC.
2605 TEMPLE HEIGHTS DR. STE: F, OCEANSIDEL2CUp
(760) 806-9997 • FAX (760) 806-4813
Hydraulic Design Information Sheet
Name: COASTLINE COMMUNITY CHURCH Date: July 27, 2006
Location: 2215 CALLE BARCELONA, 92009
Building: B System No. ROOF
Contractor: LIFEGUARD FIRE PROTECTION, INC. Contract No.
Calculated By: LCH Drawing No. 1 of 1
Construction: 0 Combustible,Smooth Ceiling El Non-Combustible Ceiling Height VARIES Ft.
SYSTEM DESIGN
NFPA 13: Z Light Hazard Ordinary Hazard Group
El NFPA 231 El NFPA 23 1C: Figure:
El Other (Specify)
El Specific Ruling Made By
1 El 2 El 3 El Extra Hazard
Curve:
Date
Area of Sprinkler Operation 1950 System Type
Density .10 Z Wet [] Dry El Deluge El Pre-Action
Area Per Sprinkler 225 SQ.FT. MAX. Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make RELIABLE Model G4
Hose Allowance GPM: Outside 100 Size V2 K-Factor: 5.6
Rack Sprinkler Allowance N/A Temperature Rating 165 DEG.
L1 ROM LV U MOINIVEVA ILVA El '4
GPM Required 4ti1'ce i4. 7 PSI Required 92.08 At Base of Riser
"C" Factor Used: Overhead 120 Underground 150
U WON N !I U KTA
Water Flow Test Pump Data Tank or Reservoir
Date & Time 4-7-06 Rated Capacity Capacity
Static PSI 139 At PSI Elevation
Residual PSI 130 Elevation
GPM Flowing 1565 Well
Elevation 0 Proof Flow GPM
Location SITE
Source of Information OL1VENEIN MUNICIPAL WATER DISTRICT
LVkAA WA M P11 ill VIf1
Commodity
Storage Height
Storage Method: Solid Piled
Class
Area
% Palletized
Location
-
Aisle Width
% Rack
Rack
El Single Row El Conventional Pallet
El Double Row El Slave Pallet
El Multiple Row El Open
Flue Spacing In Inches
Longitudinal Transverse
Horizontal Barriers Provided
0
COASTLINE COMMUNITY CHURCH BLDG B .10/1950 Sigma Dynamics Corporation
7700 aunniv I flAmnd (Zrriti 'Cou - - - -
240
220
230---- — -1 Margin
Pressure 10.64 PSI]— Flow 128.14 GPM
210 ----
200
190
180
170
160
150
140
ISO
120 1
110
100
go---
80----
70
60
40
-
-
—
50
30
-----------
__ __
20
(u
10
___ __ __ ______ ___ ___ ___ ___ ____ ____
N1
200 400 600 800 1000 1200 1400 1600 1800 201
Water Flow (GPM)
System Demand..
Sprinkler Demand 112.48 PSI @ 614.87 GPM
Additional Flows 0.00 GPM
Hose at Source 100.00 GPM
Total Demand 112.48 PSI € 714.87 GPM
Water Supply..
Static 125.00 PSI
Residual 117.00 PSI
Elevation 0.00 PSI
1565.00 GPM
SUBMITTAL SERIAL NO:4144HY1
COASTLINE COMMUNITY CHURCH BLDG B .10/1950
AREA INCREASED 30 FOR ROOF SLOPE
FLOW TEST RESULTS
Water Supply
STATIC 125.00 PSI
RESIDUAL 117.00 PSI @ 1565.00 GPM
CITY PRESSURE AVAILABLE AT 714.9 GPM
07-27-2006 PAGE 1
123.12 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
400 30.65 24.00 5.60 29.96
401 30.33 4.00 5.60 29.33
402 29.32 24.00 5.60 27.41
403 29.30 24.00 5.60 27.37
404 28.83 21.00 5.60 26.50
405 29.57 21.00 5.60 27.88
406 27.82 21.00 5.60 24.68
407 26.26 21.00 5.60 21.99
408 21.17 21.00 5.60 14.29
409 21.00 21.00 5.60 14.06
410 19.43 14.82 5.60 12.04
411 19.26 14.82 5.60 11.83
412 31.15 14.82 5.60 30.94
413 29.54 14.82 5.60 27.83
414 28.65 14.82 5.60 26.17
416 28.43 14.82 5.60 25.78
417 37.47 14.82 5.60 44.77
418 37.03 20.40 5.60 43.74
419 28.44 16.80 5.60 25.79
420 23.08 14.82 5.60 16.99
421 21.42 14.82 5.60 14.63
422 36.73 14.82 5.60 43.03
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED. AT 0
614.87 GPM
100.00 GM
714.87 GPM
112.48 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 2
COASTLINE COMMUNITY CHURCH BLDG B .10/1950
AREA INCREASED 30% FOR ROOF SLOPE
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
309 409 1.049 L 1.00 C=120 PT 14.06 (409)
Q 21.00 F=T F 5.00 PE -0.43
DR T 6.00 0.1424 PF 0.85
PT 14.48 (309)
75 422 1.049
Q 36.73 F=2E
DR
------------------
321 421 1.049
Q 21.42 F=E
DR
90 321 1.049
Q 21.42 F=T,E
BN3
320
------------------
420 1.049
Q 23.08 F=E
DI
90 320 1.049
Q 23.08 F=0
BN3
319 90DQ 21.42 1.049
Q 44.50 F=0
BN3
319
------------------
419 1.049
Q 28.44 F=T
DR
85 319DQ 44.50 1.049
Q 72.94 F=E
BN3
75 85 1.380
Q 72.94 F=T,E
NR4
------------------
318 418 1.049
Q 37.03 F=T
DR
L 1.50 C=120 PT 43.03 (422)
F 4.00 PE -0.43
T 5.50 0.4007 PF 2.20
PT 44.80 ( 75)
L 1.00 C=120 PT 14.63 (421)
F 2.00 PE -0.43
T 3.00 0.1477 PF 0.44
L 10.00 C=120 PT 14.64 (321)
F 7.00 PE 0.00
T 17.00 0.1477 PF 2.51
PT 17.15 ( 90)
L 1.00 C=120 PT 16.99 (420)
F 2.00 PE -0.43
T 3.00 0.1696 PF 0.51
L 0.50 C=120 PT 17.07 (320)
F 0.00 PE 0.00
T 0.50 0.1696 PF 0.08
L 13.58 C=120 PT 17.15 ( 90)
F 0.00 PE 1.95
T 13.58 0.5713 PF 7.76
PT 26.86 (319)
L 1.00 C=120 PT 25.79 (419)
F 5.60 PE -0.43
T 6.00 0.2496 PF 1.50
L 6.58 C=120 PT 26.86 (319)
F 2.00 PE 0.94
T 8.58 1.4254 PF 12.23
L 2.00 C=120 PT 40.03 ( 85) F 9.00 .PE 0.65
T 11.00 0.3749 PF 4.12
PT 44.80 ( 75)
L 4.00 C120 PT 43.74 (418)
F 5.00 PE -1.73
T 9.00 0.4068 PF 3.66
PT 45.67 (318)
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 3
COASTLINE COMMUNITY CHURCH BLDG B .10/1950
AREA INCREASED 30 FOR ROOF SLOPE
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
------------------
317 417 1.049 L 4.00 C=120 PT 44.77 (417)
Q 37.47 F=T F 5.00 PE -1.73
DR T 9.00 0.4157 PF 3.74
PT 46.78 (317) ------------------
74 416 1.049 L 1.00 C=120 PT 25.78 (416)
Q 28.43 F=T F 5.00 P -0.43
DR T 6.00 0.2495 PF 1.50
PT 26.85 ( 74)
311411 - 1.049 L 1.00 C=120 PT 11.83 (411)
Q 19.26 F=E F 2.00 PE -0.43
DR T 3.00 0.1213 PF 0.36
309 311 1.049 L 10.25 C=120 PT 11.76 (311)
Q 19.26 F=0 F 0.00 PE 1.48
BN2 T 10.25 0.1213 PF 1.24
83 309DQ 21.00 1.049 L 10.50 C=120 PT 14.48 (309)
Q 40.26 F=E F 2.00 PE 1.52
BN2 T 12.50 0.4748 PF 5.93
73 83 1.049 L 2.00 C=120 PT 2.93 ( 83)
Q 40.26 F=T,E F 7.00 PE 0.65
NR2 T 9.00 0.4748 PF 4.27
------------------ PT 26.85 ( 73)
72 414 1.049 L 1.00 C=120 PT 26.17 (414)
Q 28.65 F=T F 5.00 PE -0.43
DR T 6.00 0.2530 PF 1.52
PT 27.26 ( 72)
71 413 1.049 L 1.00 C120 PT 27.83 (413)
Q 29.54 F=T F 5.00 PE -0.43
DR T 6.00 0.2678 PF 1.61
PT 29.01 ( 71)
70 412 1.049 L 1.00 C=120 PT 30.94 (412)
Q 31.15 F=T F 5.00 PE -0.43
DR T 6.00 0.2954 PF 1.77
PT 32.28 ( 70)
310 410 1.049 L 1.00 C=120 PT 12.04 (410)
Q 19.43 F=E F 2.00 PE -0.43
DR T 3.00 0.1233 PF 0.37
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 4
COASTLINE COMMUNITY CHURCH BLDG B .10/1950
AREA INCREASED 30% FOR ROOF SLOPE
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
308 310 1.049 L 10.25 C=120 PT 11.98 (310)
Q 19.43 F=0 F 0.00 PE 1.48
BN2 T 10.25 0.1233 PF 1.26
PT 14.72 (308)
308 408 1.049 L 1.00 C=120 PT 14.29 (408)
Q 21.17 F=T F 5.00 PE -0.43
DR T 6.00 0.1445 PF 0.87
82 308DQ 19.43 1.049 L 10.50 C=120 PT 14.73 (308)
Q 40.60 F=E F 2.00 PR 1.52
BN2 T 12.50 0.4821 PF 6.03
72 82 1.049 L 2.00 C=120 PT 22.28 ( 82)
Q 40.60 F=T,E F 7.00 PE 0.65
NR2 T 9.00 0.4821 PF 4.34
PT 27.27 ( 72)
307 407 1.049 L 1.00 C=120 PT 21.99 (407)
Q 26.26 F=E F 2.00 PE -0.43
DR T 3.00 0.2154 PF 0.65
81 307 1.049 L 10.50 C=120 PT 22.21 (307)
Q 26.26 F=E F 2.00 PE 1.52 BN2 T 12.50 0.2154 PF 2.69
71 81 1.049 L 2.00 C=120 PT 26.42 ( 81)
Q 26.26 FT,E F 7.00 PE 0.65
NR2 T 9.00 0.2154 PF 1.94
PT 29.01 ( 71)
306 406 1.049 L 1.00 C=120 PT 24.68 (406)
Q 27.82 F=E F 2.00 PE -0.43 DR T 3.00 0.2396 PF 0.72
80 306 1.049 L 10.50 C=120 PT 24.97 (306)
Q 27.82 F=E F 2.00 PE 1.52 BN2 T 12.50 0.2396 PF 3.00
70 80 1.049 L 2.00 C=120 PT 29.49 ( 80)
Q 27.82 F=T,E F 7.00 PE 0.65
NR2 T 9.00 0.2396 PF 2.16
PT 32.30 ( 70)
305 405 1.049 L 8.00 C=120 PT 27.88 (405)
Q 29.57 F=T,E F 7.00 PE -3.25
AOl T 15.00 0.2682 PF 4.02
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 5
COASTLINE COMMUNITY CHURCH BLDG B .10/1950
AREA INCREASED 30t FOR ROOF SLOPE
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
303 305 1.380 L 4.92 C=120 PT 28.65 (305)
Q 29.57 F=0 F 0.00 PE 0.00
BN1 T 4.92 0.0705 PF 0.35
PT 29.00 (303)
304 404 1.049 L 12.42 C=120 PT 26.50 (404)
0 28.83 F=3E F 6.00 PE -3.47
AOl T 18.42 0.2559 PF 4.71
302 304 1.380 L 4.42 C=120 PT 27.74 (304)
Q 28.83 F=0 F 0.00 PE 0.00
BN1 T 4.42 0.0673 PF 0.30
------------------ PT 28.04 (302)
303 403 1.049 L 11.50 C=120 PT 27.37 (403)
Q 29.30 F=T,E F 7.00 PE -3.25
AOl T 18.50 0.2637 PF 4.88
301 303DQ 29.57 1.380 L 9.08 C=120 PT 29.00 (303)
Q 58.86 F=0 F 0.00 PE 0.00
BN1 T 9.08 02521 PF 2.29
------------------ PT 31.29 (301)
302 402 1.049 L 8.50 C=120 PT 27.41 (402)
Q 29.32 F=T,E F 7.00 PE -3.47
AOl T 15.50 0.2641 PF 4.09
300 302DQ 28.83 1.380 L 14.00 C120 PT 28.03 (302)
Q 58.15 F=0 F 0.00 PE 0.00
BN1 T 14.00 0.2465 PF 3.45
PT 31.48 (300)
301 401 1.049 L 11.50 C=120 PT 29.33 (401)
Q 30.33 F=T,E F 7.00 PE -3.25 AOl T 18.50 0.2811 PF 5.20
65 301DQ 58.86 1.380 L 3.33 C=120 PT 31.28 (301)
Q 89.19 F=E F 3.00 PE 0.00
BN1 T 6.33 0.5439 PF 3.44
55 65 1.380 L 6.50 C=120 PT 34.72 ( 65)
Q 89.19 FT F 6.00 PE 2.82
NR1 T 12.50 0.5439 PF 6.80
PT 44.34 ( 55)
300 400 1.049 L 10.42 C=120 PT 29.96 (400)
Q 30.65 F=T,E F 7.00 PE -3.47
AO-1 T 17.42 0.2867 PF 4.99
73 74
Q 28.43
72 73DQ 40.26
Q 68.69
71 72DQ 69.24
Q 137.93
70 71DQ 55.80
Q 193.74
57 70DQ 58.97
Q 252.70
2.203
FM2
2.203
FM2
2.203
FM2
2.203
FM2
2.203
FM2
F=0
F=0
F=0
F=0
F=E
Pressure
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 6
COASTLINE COMMUNITY CHURCH BLDG B .10/1950
AREA INCREASED 30 FOR ROOF SLOPE
Location Flow Pipe Fittings Equiv Friction
in Size & Le
Front To GPM IN Devices Ft
64 300DQ 58.15 1.380 L
Q 88.80 F=E F
N1 T
54 64 1.380 L
Q 88.80 F=T F
NR1 T
58 68 2.203 L
Q 184.18 F=T F
NR3 T
318 75 2.203 L
Q 109.67 F=0 F
FM3 T
317 318DQ 37.03 2.203 L
Q 146.70 F=0 F
FM3 T
68 317DQ 37.47 2.203 L
Q 184.18 F=E F
FM3 T
ngth Loss Summary
PSI/Ft PSI
5.33 C=120 PT 31.48 (300)
3.00 PE 0.00
8.33 0.5395 PF 4.49
7.00 C=120 PT 35.97 ( 64)
6.00 PE 3.03
13.00 0.5395 PF 7.0].
PT 46.01 ( 54)
3.00 C=120 PT 49.26 ( 68)
11.60 PE 1.30
14.60 0.2132 PF 3.11
PT 53.67 58) (
10.58 C=120 P ( T 44.80 75)
0.00 PE 0.00
10.58 0.0817 P F 0.86
8.00 C=120 PT 45.66 (318)
0.00 P E 0.00
8.00 0.1400 P F 1.12
6.83 C=120 P T 46.78 (317)
4.80 P E 0.00
11.63 0.2132 P F 2.48
PT 49.26 ( 68)
2.50 C=120 PT 26.84 ( 74)
0.00 P E 0.00
2.50 0.0067 P F 0.02
11.50 C=120 P T 26.86 ( 73)
0.00 P E 0.00
11.50 0.0344 P F 0.40
14.00 C=120 PT 27.26 ( 72)
0.00 P E 0.00
14.00 0.1249 P F 1.75
14.00 C=120 P T 29.0]. ( 71)
0.00 P E 0.00
14.00 0.2342 P F 3.28
4.00 C=120 P T 32.29 ( 70)
4.80 P E 0.00
8.80 0.3828 PF 3.37
SUBMITTAL SERIAL NO:4144HY1 07-27-2006 PAGE 7
COASTLINE COMMUNITY CHURCH BLDG B .10/1950
AREA INCREASED 30% FOR ROOF SLOPE
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
56 57 2.703 L 27.00 C=120 PT 35.66 ( 57)
Q 252.70 F=5E F 33.00 PE 0.00
FM]. T 60.00 0.1414 PF 8.48
55 56 2.703 L 1.50 C=120 PT 44.14 ( 56)
Q 252.70 F=0 F 0.00 PE 0.00
FM]. T 1.50 0.1414 PF 0.21
54 55DQ 89.19 2.703 L 6.83 C=120 PT 44.35 ( 55)
Q 341.90 F=0 F 0.00 PE 0.00
FM]. T 6.83 0.2473 PF 1.69
53 54DQ 88.80 2.703 L 9.58 C=120 PT 46.04 ( 54)
Q 430.70 F=T F 16.70 PE 0.00 FM]. T 26.28 0.3791 PF 9.96
PT 56.00 ( 53)
53 58 2.703 L 12.75 C=120 PT 53.68 ( 58)
Q 184.18 F=T F 16.70 PE 0.00
FM]. T 29.45 0.0781 PF 2.32
52 53DQ 430.70 2.703 L 6.00 C=120 PT 56.00 ( 53)
Q 614.87 F2E F 13.20 PE 0.00
FM1 T 19.20 0.7325 PF 14.06
51 52 2.703 L 11.50 C=120 PT 70.06 ( 52)
Q 614.87 ?=2E F 13.20 PE 3.90
FR T 24.70 0.7325 PF 18.09
50 51 4.280 L 5.00 C=140 PT 92.05 ( 51)
Q 614.87 F=E F 17.92 PE 0.00
UN T 22.92 0.0587 PF 1.35
1 50 4.266 L 185.00 C=150 PT 93.40 ( 50) Q 614.87 FT,EE,E F 65.31 PE 0.00 UN T 250.31 0.0525 PF 13.14
0 1 7.758 L 85.00 C=150 PT 106.54 ( 1) Q 614.87 F=T,GV,5E/DCA F 194.84 PE 0.00
UN T 279.84 0.0029 PF 0.81
8" FEBCO 876 STANDARD 'N' SHAPED DCDA 5.14
PT 112.48 C 0)
1
- juvw urLA11UN
ASOGOlop-
Fire Flow Test Results
Flow Test Requested By 2ii2 1fl4t)
Project Name
CITY C' L'S ,3io County Sr4lu 1)I6
-
OMWD Personel Conducting Test /11 -fl't a mzoR, 0. H
Date 21 / 7 / CC Time
Address/S C44''2
Pressure Zone 43 7
Potential Impact ToZone
Reservoirs Involved
PR..Stations Involved
Static Pressure (prior to flow test)
- /3 '
- P.S.I. Residual Pressure (during flow test) / 30
-
P.S.I.
Pitot Residual Pressure, 2 1/2 Inch port 9c P.S.I.
-. Calculated Flow /5 5 G.P.M.
Comments
-.
Test Results Reviewed
DD /t
JJ2L!TL utEAItLiUI'
'(f-i jok,
lJ 001
Hydrant How-Rqueat- Form
Company Rquaating Hydrant Flow
1 $4ZD
t cE.F
,c
Cc3T Acy
LtS
- Tphon nuber
- ___
Fax Number (fr' - 4&VV V
Locution of hydranta (addres or other)
2 - t S ICfLO k/A
Crone street
-
V
Thomas Brothers map paga&god Diagram:
Provide
'3
ki
T
N
Slatic: •VV _PSI
I Residual: _PSI
[Pilot
•VVV V.VPSI
I Flow:_V V GPM
Oats:
VV J 2000.
Tested by:
I Fire Dept. Use only.