HomeMy WebLinkAbout6515 AMBROSIA LN; ; AS130006; Permit (2)9/27/22,11:35 AM AS 130006 Permit Data
City of Carlsbad
Sprinkler Permit
Job Address: 6515 AMBROSIA LN
Permit Type: SPRINK
Parcel No: 2158410700
Lot #: 0
Reference No.:
PC #:
Permit No: AS130006
Status: APPROVED
Applied 1/11/2013
Approved: 7/16/2013
Issued: 7/16/2013
Inspector:
Project Title: DAYBREAK COMMUNITY CHURCH NEW CONSTRUCTION
Applicant:
EPIC FIRE PROTECTION, INC.
765 TURTLE POINT WY
SAN MARCOS, CA
760-310-6122
Owner:
DAYBREAK COMMUNITY CHURCH OF
COASTAL NORTH COUNT
6515 AMBROSIA LN
CARLSBAD CA
P Fees ($) TI Fees RP[Total ($)I Balance ($)
132 0 132 0
about:blank 1/1
Daybreak Community Church, Phase III Review Comments. Page 2
Review Comments
Daybreak Community Church, Phase III, 6515 Ambrosia Lane, Carlsbad, California
In the event that the t-bar ceilings are not rigidly braced per ASME E580, the sprinklers to be
installed in the suspended panels will require either a 2" clearance around the penetration
through the panel, or the use of a flexible drop fitting, per ASCE7-05, section 13.5.6.2.2(e),
which is attached. However, gypsum board ceilings are assumed to be rigidly braced. All the
above conditions can be field verified.
There was no detail for the longitudinal braces to be provided. However, the method attachment
for the lateral is sufficient to carry the load for the longitudinal. As long as the same hardware
and fasteners are installed there is no need for resubmittal.
Field verify that flexible couplings are provided at the top and bottom of the 2Y2" rise up to the
second floor.
As the new addition can be isolated from the existing portion of the system, only the new portion
should be subjected to hydrostatic testing to 200 psi, per NFPA-13, section 24.2.1.5. The
existing system should not be subjected to pressures in excess of system working pressure, per
section 24.2.1.6.
Advisory -if possible, the system should be provided with a pressure relief valve, set to 175 psi,
per the requirements of section 7.1.2. If the existing system was installed in accordance with
an edition of NFPA-13 prior to the 2010, this is not mandated however it is a prudent addition
to the system.
for
size
eel,
ctile
ility
l
t
e or
In the event that the t-bar ceilings are not rigidly
braced per ASME E5.80, the sprinklers to be in fl imately equal.
installed in the suspended panels will require
either a 2" clearance around the penetration
through the panel, or the use of a flexible drop
fitting, per ASC[7-05. section 13.5.6.2.2(e),
which is attached. However, gypsum board
ceilings are assumed to be rigidly braced. All
the above conditions can be field verified.
erts,
41 be
values of R1, and a1, taken 'm 3.5-1 applied at the
center of mass of the panel. \
e. Where anchorage is achieved ug flat straps embed e
concrete or masonry, such straps sh be attached to or ho
around reinforcing steel or otherwise rminated so as to effec-
tively transfer forces to the reinforcin teel or to assure that
pullout of anchorage is not the initial fai e mechanism.
13.5.4 Glass. Glass in glazed curtain walls an torefronts shall
be designed and installed in accordance with Sec n 13.5.9.
13.5.5 Out-of-Plane Bending. Transverse or out-o lane bend-
ing or deformation of a component or system that is objected
to forces as determined in Section 13.5.2 shall not ex ed the
deflection capability of the component or system.
13.5.6 Suspended Ceilings.
13.5.6.1 Seismic Forces. The weight of the ceiling, W1,, shall'
include the ceiling grid and panels; light fixtures if attached fto
clipped to, or laterally supported by the ceiling grid; and other
components that are laterally supported by the ceiling. W,, shall
be taken as not less than 4 psf (19 N/rn2).
The seismic force, F, shall be transmitted through the ceiling
attachments to the building structural elements or the ceiling-
structure boundary.
13.5.6.2 Industry Standard Construction. Unless designed in
accordance with Section 13.5.6.3, suspended ceilings shall be
designed and constructed in accordance with this section.
13.5.6.2.1 Seismic Design Category C. Suspended ceilings
in structures assigned to Seismic Design Category C shall be
designed and installed in accordance with ASTM C635, ASTM
C636, and the CISCA for Seismic Zones 0-2, except that seismic
forces shall be determined in accordance with Sections 13.3.1 and
13.5.6.1.
pended ceilings in Seismic Design Categories D, E, and F shall be
designed and installed in accordance with ASTM C635, ASTM
C636, and the CISCA for Seismic Zones 3-4 as modified by the
following:
A heavy duty T-bar grid system shall be used.
The width of the perimeter supporting closure angle shall be
not less than 2,0 in. (50 mm). In each orthogonal horizontal
direction, one end of the ceiling grid shall be attached to the
closure angle. The other end in each horizontal direction shall
have a 0.75 in. (19 mm) clearance from the wall and shall rest
upon and be free to slide on a closure angle.
For ceiling areas exceeding 1,000 ft2 (92.9 m2), horizontal re-
straint of the ceiling to the structural system shall be provided.
Minimum Design Loads for Buildings and Other Structures
EXCEPTION: Rigid braces are permitted to be used instead of di-
agonal splay wires. Braces and attachments to the structural system
above shall be adequate to limit relative lateral deflections at point of
attachment of ceiling grid to less than 0.25 in. (6 mm) for the loads
prescribed in Section 13.3.1.
For ceiling areas exceeding 2,500 ft2 (232 m2), a seismic sepa-
rationjoint or full height partition that breaks the ceiling up into
areas not exceeding 2,500 ft2 shall be provided unless struc-
tural analyses are performed of the ceiling bracing system for
the prescribed seismic forces that demonstrate ceiling system
penetrations and closure angles provide sufficient clearance
to accommodate the anticipated lateral displacement. Each
area shall be provided with closure angles in accordance with
item 2 and horizontal restraints or bracing in accordance with
item 3.
Except where rigid braces are used to limit lateral deflec-
tiçrns, sprinkler heads and other penetrations shall have a 2 in.
(50 mm) oversize ring, sleeve, or adapter through the ceiling
tile to allow for free movement of at least 1 in. (25 mm) in
all horizontal directions. Alternatively, a swing joint that can
accommodate I in. (25 mm) of ceiling movement in all hori-
zontal directions is permitted to be provided at the top of the
sos-inkier head extension.
in ceiling plan elevation shall be provided with posi-
live bracing.
Cable trays and electrical conduits shall be supported indepen-
dently of the ceiling.
Suspended ceilings shall be subject to the special inspection
requirements of Section 11 A. 1.3.9 of this standard.
135.6.3 Integral Coustruclion. As an alternate to providing
large clearances around sprinkler system penetrations through
ceiling systems, the sprinkler system and ceiling grid are per-
mitted to be designed and tied together as an integral unit. Such
a design shall consider the mass and flexibility of all elements
involved, including the ceiling system, sprinkler system, light
fixtures, and mechanical (HVAC) appurtenances. Such design
shall be performed by a registere d design professional.
13.5.7 Access Floors.
13.5.7.1 General. The weight of the access floor, Wi.,, shall in-
clude the weight of the floor system, 100 percent of the weight of
all equipment fastened to the floor, and 25 percent of the weight
of all equipment supported by, but not fastened to the floor. The
seismic force, F1,, shall be transmitted from the top surface of the
access floor to the supporting structure.
Overturning effects of equipment fastened to the access floor
panels also shall be considered. The ability of "slip on" heads for
pedestals shall be evaluated for suitability to transfer overturning
effects of equipment.
Where checking individual pedestals for overturning effects,
the maximum concurrent axial load shall not exceed the portion
of W. assigned to the pedestal under consideration.
13.5.7.2 Special Access Floors. Access floors shall be consid-
ered to be "special access floors" if they are designed to comply
with the following considerations:
1. Connections transmitting seismic loads consist of me-
chanical fasteners, anchors satisfying the requirements of
Appendix D of ACI 318, welding, or bearing. Design load
capacities comply with recognized design codes and/or
certified test results.
147
Flow Test Record
Test-Hydrant . . . . ...
Location
Hydrant .TI) No. S.ize:Main .
Static:...............92.
Residual............ .Q
Pressure. Drop. 2. (Pifi 1)...... K factor fOr PDI 1 I. 4S
Flow Hydrant(s)
Hydrant I location S9
Hyiraht 2 locatiOn______________________________________________________
Hydrant 3 location______________________________________________________
Hydrant 1 Pitot —7o PSI GPM Size of Orifice__________
Hydrant .2 Pitoj PSI GPM. Size of Orifice__________
Hydrant 3 Pitot PSI GPM: Size of Orifice__________
T1.
(Q3)
Calculated test and flow data - 0 x PD2 k _Q2
PDI*k
Static................ .............92.
Desired Residual. .. .... ....20
Pressure Drop.(PD 2).. .. ................Kfactor PD 2:_)O
x '1 divided by \ 4 ' equals 197 GPM at 20 psi residual
11 I.D.2.k PD 1k Q2
Comments: . . . .
Test conducted for:
el
EPIC FIRE PROTECTION, INC.
765 TURTLE POINT WAY
SAN MARCOS, CA 92069
(760) 310-6122 FAX (760) 798-0556
Hydraulic Design Information Sheet
Name: DAYBREAK COMMUNITY CHURCH PHASE ifi Date: 12-12-12
Location: 6515 AMBROSIA LANE CARLSBAD
Building: NEW J, FIRST FLOOR! System No. 1 OF 1
Contractor: EPIC FIRE Contract No.
Calculated By: RAB Drawing No. 1 OF 1
Construction: 0 Combustible El Non-Combustible Ceiling Height W Ft.
NFPA 13:
El NFPA 231
El Other (Specify)
[]Specific Ruling
SYS!tM UtSIUN
Light Hazard Ordinary Hazard Group
[1 NFPA 231C: Figure:
Made By
1 II 2 II 3 U Extra hazard
Curve:
Date
Area of Sprinkler Operation 1500 System Te
Density .10 0 Wet El Dry El Deluge El Pre-Action
Area Per Sprinkler 225 SQ FT MAX Sprinkler or Nozzle
Hose Allowance GPM: Inside 0 Make GLOBE Model GL5615
Hose Allowance GPM: Outside 100 Size 'A" K-Factor: 5.6
Rack Sprinkler Allowance NA Temperature Rating 155
CALCULATION SUMMARY
GPM Required 319.33 PSI Required 67.50 At Base of Riser
"C" Factor Used: Overhead 120 Underground 150
WATER SUPPLY
Water Flow Test Pump Data Tank or Reservoir
Date & Time 8-20-12 Rated Capacity Capacity
Static PSI 92 At PSI Elevation
Residual PSI 90 Elevation
GPM Flowing 1405 Well
Elevation 0 Proof Flow GPM
Location SITE
Source of Information EPIC FIRE AND CARLSBAD MWD
COMMODITY STORAGE
Commodity OFFICE/CLASSROOM Class Location
Storage Height Area Aisle Width
Storage Method: Solid Piled % Palletized % Rack
Rack
El Single Row El Conventional Pallet
El Double Row fl Slave Pallet
U Multiple Row U Open
Flue Spacing In Inches
Longitudinal Transverse -
Horizontal Barriers Provided
El Automatic Storage El Encapsulated
El Solid Shelving El Non-Encapsulated
Clearance From Top of Storage to Ceiling
Ft. In.
Thesc plans liasc heii wvivel or inparLnt eoiitpliance
wit lithe current appl iah!e Li ds aisi standards in folce ii lie urisdtetiini_ The 'u lie, orcontractor may utilize
In suppnit of' an applicaitiii I*or a hitildine periltit ri]ill he L \picss tittdcisiajidtii that dij, reran
II' uI cii he owner mtoti'iiicttt or their
tIi)lcsIi'Iiil cIttiiicr or aicliiiecl kit sok respotisihilits lot tall ettitiphutice with said codes and staitdartls.
including lie hoilding code or ldr any tespoitsihilty Cor deheicitce s. errors. otittasitilts or iceltancc ill these Plans wltctltcr 01 llol tiolci ill this review.
)utc tivto ki ten Cr:
Rl-(Ohl dEN ) \i 1I<I ' \t S NO1El)
DAYBREAK CHURCH PHASE III 1ST FLOOR .10/1500 Sigma Dynamics Corporation
7700 Supply I Demand Graph
25 - - - -
15
ao
Margin
Pressure 9.53 PSI
Flow 3073.37 GPM _____ ______ ______ ______ _______
-
J - - ____ ____ _____
D5
DO - - - - -
- - -
Do- - -: - - -
75 -
70 --
--
60
50
45
40
35
0
--
30
25
20cDY
10
5
n - - - - ____
1.85
200 400 bOO bOO 1000 1ZUU
System Demand..
Sprinkler Demand 73.08 PSI @ 319.33 GPM
Additional Flows .0.00 GPM
Hose at Source 100.00 GPM
Total Demand 73.08 PSI @ 419.33 GPM
I
I
I
I
I
I
iquu iouu I OUU
Water Flow (GPM)
Water Supply..
Static 82.80 PSI
Residual 81.00 PSI @ 1405.00 GPM
Elevation 0.00 PSI
2000
SUBMITTAL SERIAL NO:2932HY7
DAYBREAK CHURCH PHASE III 1ST FLOOR .10/1500
PLOW TEST RESULTS
Water Supply
STATIC 82.80 PSI
RESIDUAL 81.00 PSI @ 1405.00 GPM
CITY PRESSURE AVAILABLE AT 419.3 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
12 23.26 22.50 5.60 17.25
13 23.15 22.50 5.60 17.09
14 23.12 22.50 5.60 17.04
15 22.64 22.50 5.60 16.35
16 22.53 22.50 5.60 16.19
17 22.50 22.50 5.60 16.14
18 23.92 22.50 5.60 18.25
(17 23.46 22.50 5.60 17.55
23.44 22.50 5.60 17.52
21 23.09 22.50 5.60 17.00
22 22.98 22.50 5.60 16.84
23 22.95 22.50 5.60 16.80
24 42.30 40.00 11.20 14.26
12-12-2012 PAGE 1
82.61 PSI
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 5 TO 7
319.33 GPM
100.00 GPM
419.33 GPM
73.08 PSI
0.00 PSI
26.88 FPS
StJBV1ITTAL SERIAL NO:2932HY7 12-12-2012 PAGE 2
DAYREAK CHURCH PHASE III 1ST FLOOR .10/1500
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
Srorn To GPM IN Devices Ft PSI/Ft PSI
16 17 2.203 L 10.00 C120 PT 16.14 ( 17)
Q 22.50 F=0 F 0.00 PE 0.00
EN T 10.00 0.0044 PF 0.04
15 16DQ 22.53 2.203 L 10.00 C=120 PT 16.18 ( 16)
Q 45.03 F0 F 0.00 PE 0.00
BN T 10.00 0.0157 PF 0.16
11 15DQ 22.64 2.203 L 17.50 C=120 PT 16.34 ( 15)
Q 67.67 F=T/E F 16.40 PE 0.00
EN T 33.90 0.0335 PF 1.14
PT 17.48 ( 11)
10 24 1.080 L 3.00 C=120 PT 14.26 ( 24)
Q 42.3.0 F=T,E F 8.10 PE -0.43
AO T 11.10 0.4514 PF 5.03.
------------------ PT, 18.84 ( 10)
22 23 2.203 L 10.00 C=120 PT 16.80 ( 23)
Q 22.95 F=0 F 0.00 PE 0.00
EN T 10.00 0.0045 PF 0.04
21 22DQ 22.98 2.203 L 10.00 C120 PT 16.84 ( 22)
Q 45.93 F=0 F 0.00 PE 0.00
BN T 10.00 0.0163 PF 0.16
19 21DQ 23.09 2.203 L 4.00 C=120 PT 17.00 C 21)
Q 69.02 F=T F 11.60 PE 0.00
EN T 15.60 0.0347 PF .0.54
PT 17.54 ( 19)
19
------------------
20 2.203 L 6.50 C=120 PT 17.52 C 20)
Q 23.44 F=0 F 0.00 PE 0.00
BN T 6.50 0.0047 PF 0.03
iS 19DQ 92.48 2.203 L 3.00 C=120 PT 17.55 ( .19)
Q 115.92 F=E F 4.80 PE 0.00
BN T 7.80 0.0905 PF 0.71
8 18DQ 23.92 2.203 L 42.00 C=120 PT 18.26 C 18)
Q 139.84 F=T F 11.60 PE 0.00
EN T 53.60 0.1281 PF 6.87
PT 25.13 ( 8)
13
------------------
14 2.203 L 10.00 C=120 PT 17.04 ( 14)
Q 23.12 . F=0 F 0.00 PE 0.00
EN T 10.00 0.0046 PF 0.05
SUBMITTAL SERIAL NO:2932HY7 12-12-2012 PAGE 3
DAYBREAK CHURCH PHASE III 1ST FLOOR .10/1500 /
Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
12 13DQ 23.15 2.203 L 10.00 C=120 PT 17.09 ( 13)
Q 46.26 F=0 F 0.00 PE 0.00
BN T 10.00 0.0166 PF 0.17
11 12DQ 23.26 2.203 L 6.50 C=120 PT 17.26 C 12)
Q 69.52 F=0 F 0.00 PE 0.00
BN T 6.50 0.0352 PF 0.23
10 11DQ 67.67 2.203 L 11.00 C=120 PT 17.49 C 11)
Q 137.19 F=0 F 0.00 1PE 0.00
BN T 11.00 0.1237 PF 1.36
7 10DQ 42.30 2.203 L 30.00 C=120 PT 18.85 ( 10)
Q 179.49 F=T F 11.60 PE 0.00
BN T 41.60 0.2033 PF 8.46
PT 27.31 (
7 8 -- 2.203 L 17.00 C=120 PT 25.12 C
Q 139.84 F=0 F 0.00 PE 0.00
FM T 17.00 0.1281 PF 2.18
5 7DQ 179.49 2.203 L 26.00 C=120 PT 27.30 C 7)
Q 319.33 F=T/E F 16.40 PE 0.00
FM T 42.40 0.5902 PF .25.02
4 5 2.703 L 18.00 C=120 PT 52.32 C 5)
Q 319.33 F=E F 6.60 PE 0.00
FM T 24.60 0.2180 PF 5.36
3 4 2.703 L 12.00 C=120 PT 57.68 C 4)
Q 319.33 F=2E F 13.20 PE 4.3.3
FR T 25.20 0.2180 PF 5.49
2 3 6.340 L 5.00 C=140 PT 67.50 C 3)
Q 319.33 F=E F 23.11 PE 0.00
UN T 28.11 0.0026 PF 0.07
1 2 5.914 L 110.00 C=150 PT 67.57 ( 2)
Q 319.33 F=T,EE F 57.00 PE 0.00
UN T 167.00 0.0032 PF 0.53
0 1 5.914 L 90.00 C=150 PT 68.10 C 1)
Q 319.33 F=T,DCA/E,EE F 78.57 PE 0.00
UN T 168.57 0.0032 PF 0.54
6" FEECO 876V DOUBLE DETECTOR CHECK 4.43
PT 73.07 ( 0)
EPIC FIRE PROTECTION, INC.
765 TURTLE POINT WAY
SAN MARCOS, CA 92069
(760) 310-6122 FAX (760) 798-0556
Hydraulic Design Information Sheet
t.
Name: DA
Location: 65
Building: -NJ
Contractor:
Calculated By:
Construction:
Date: 12-12-12
r—'SECOND FLOOR System No. 1 OF 1
IC FIRE Contract No.
RAB . Drawing No. I OF I
Combustible. U Non-Combustible Ceiling Height 10 Ft.
NFPA 3: N Light Hazard Hazard Group Li i: Li 2 LI 3 Li Extra Hazard
L NFPA 231. [1] NFPA 23 IC: Figure: Curve:
U] Other (Specify)
[II Specific Ruling Made By Date
Area of Sprinkler Operation 1170 Swtem Type
Density .10 M Wet U] Dry U] Deluge El Pre-Action
Area Per Sprinkler 225 SQ FT MAX . Sprinkler or Nozzle
Hose Allowance GPM.: Inside 0 Make GLOBE Model GL5615
Hose Allowance GPM: Outside 100 Size ½" K-Factor: 5.6
Rack Sotinkler Allowance NA. .. Temperature Rating 1.55
PM Required . .. .PS1.Required oZ. At Base of Riser
"C" Factor Used Overhead 120 Underground 150
WATPP SuPPLY
Water Flow Test Pump Data Tank or Reservoir
Date & Time 8-20-12 Rated Capacity Capacity
Static PSI 92 At PSI Elevation
Residual PSI 90 Elevation
GPM Flowing 1405 . .
Well
Elevation 0 Proof Flow GPM
Location SITE
Source of Information EPIC FIRE AND CARLSBAD MWD
Commodity OFFICE/CLASSROOM
Storage Height
Storage Method: Solid Piled
L UW11V1JL.'1 I I Z I
Class
Area
% Palletized
Location -
Aisle Width
%.Rack
Rack
El Single Row U] Conventional Pallet U] 4 utornatic Storage [I] Encapsulated
U] Double Row U] Slave Pallet LII Solid Shelving U] Non-Encapsulated
U Multiple Row Li Open
Flue Spacing In Inches Clearance From Top of Storage to Ceiling
Longitudinal Transverse Ft.
Horizontal Barriers Provided
hi.
Tsr plaits have been reviewed for !par fit cpaiive Willi the current applicable codes and standaidc in lowe in the jtjrisdiction. The owner or contractor niav nil lire Jils revicts iii support of all application or a huilding ret lit 55 itli the espress unilerstaiidin hai this Fe' test no stay riieves the owiier or cilliractor or iheir i okssioita ci;Ciiiecr or tucliittct Im sole resl,iiiislhiits or full compliance wilt said codes and standard,
including the building cock or for any respotisihilmy for lelicielietes. errors. oniissii'ns or iielisence in these plaits ss hodi cr or not noted ill ([its review.
Reviewer:
Rh(i)NIMENI) A'Pfl.)VM,
I D RiC( iMishNt) Al'h'ROVAI.. AN '.01 F)
CL
0.1708-2013 PAGE 1 SUBMITTAL SERIAL NO:2932HY7
DAYBREAK CHURCH PHASE III 2ND FLOOR .10/1170
FLOW TEST RESULTS
Water Supply
STATIC 82.80 p5:1
RESIDUAL 81-00 :PSI @ 1405.00 GPM
CITY PRESSURE AVAILABLE AT 417.0 GPM 8.2.61 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
50 23.51 14.83 - 5.6.0 17.63
51 22.85 14.83 5.60 16.65
52 25.03 14.83 5.6.0 19.97
.53 25.02 14.83 5.60 19.97
.54 20.06 14.83 5.60 12.83
57 24.88 14.83 5.60 19.74
58 18.69 14.83 560 11.14
59 24.55 14.83 5.60 19.22
60 17.91 14.83 5.60 10.23
61 15.97 14 83 5 60 8.13
62 15.62 14.83 5.60 7.78
64 16 .62 .1.4 -83 5.1 60 8 .81
65 .16.26 .14.83 .5.60 8.43
67 14.8.3 14.83 5.6.0 7.01
68 1544 14.83 5.60 7.60
69 19.78 . 1.4,83 5.6.0 12.48
TOTAL WATER REQUIRED FOR SYSTEM 317.03. GPM
OUTSIDE HOSE STREAMS AT 0 100,. 00 GPM
TOTAL WATER REQUIREMENT 417.013 GPM
PRESSUR E REQUIRED AT 0 75.79 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 000 PSI
MAXIMUM VELOCITY FROM 31 TO 41 18.99 FPS
SUBMITTAL SERIAL NO:2932HY7 01-08-2013 PAGE 2
DAYBREAK CHURCH PHASE III 2ND FLOOR .10/1170
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
63 67 1.080 L 6.50 C=120 PT 7.01 ( 67)
Q 14.83 F=2E F 4.60 PR 0.00
EN T 11.10 0.0649 PF 0.72
62 63 1.536 L 4.00 C=120 PT 7.73 ( 63)
Q 14.83 F=0 F 0.00 PE 0.00
EN T 4.00 0.0117 PF 0.05
61 6:2DQ 15.62 1.536 L 8.00 C=120 PT 7.78 ( 62)
Q 30.45 F=0 F 0.00 PE 0.00
BN T 8.00 0.0442 PF 0.35
60 61DQ 15.97 1.536 L .10.00 C=120 PT 8.13 ( 61)
Q 46.42 F=2E F 7.20 PE 0.43
EN T 17.2.0 0.0965 PF 1.66
54 60DQ 17.91 1.536 L 10.00 C=120 PT 10.22 .,( 60)
Q 64.33 F=2E F 7.20 PE -0.43
EN T 17.20 0.1764 PF 3.03
40 54DQ 20.06 1.536 L 8.50 C=120 PT 12.82 ( 54)
Q 84.39 F=T F 8.90 PE 0.00
EN T 17.40 0.291.4 PF 5.07
PT 17.89 ( 40)
55 69 .1.53.6 L 6.00 .C120 PT 12.48 ( 69)
.Q 19.78 F=T,E F 12.50 PE 0.00
EN T 18.50 .0.0199 PF 0.37
PT .128.5 ( 55)
66
------------------
68 1.080 L 6.50 C=120 PT 7.60 ( 6)
Q 15.44 F=2E F 4.60 PR 0.00
BN T 11.10 0.0700 PF 0.78
65 .66 1.536 L. 4,00 C=120 PT 8.38 ( 66)
Q 15.44 F=0 F 0.00 PE 0.00
EN T 4.00. 0.0126 PF 0.0:5
64 65DQ 16.26 1.536 L 8.00. C120 PT 8.43 ( 65)
Q 31.70 F=0 F 0.00 PR 0.00
EN T 8.00 0.0476 PF 0.3.8
58 64DQ 16.62 1.536 L 8.00 C=12.0 PT 8.81 ( 64)
Q 48.32 F=4E F 14,40 PE 0.00
BN T 22.40 0.1039 PF 2.33
55 5.8DQ: 18.69 1.5.36 L .9.00 C=120 PT 11.14 (. 58)
Q 67.01 F=0 F 0.00 PE 0.00
EM T 9.00 0.1902 PF 1.71
SUBMITTAL SERIAL NO: 2932HY7 0108-2013 PAGE 3
DAYBREAK CHURCH PHASE III 2ND FLOOR .10/1170
Location Flow Pipe Fittings .Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
41 55DQ 1978 1.536 L 4.50 C120 PT 12.85 ( 55)
Q 86.80 F=T F 8.90 PE 0.00
BN T 13.40 0.3070 PF 4.11
PT 16.96 ( 41)
56 59 1.536 L. 11.00 C=120 PT 19.22 ( 59)
Q 2.4.55 F=2E F 7.20 PE 0.00
BN T 18.20 0.0297 PF 0.54
42 56 1.536 L 3.50 C=120 PT 19.76 ( 56)
Q 2.4.55 F=T,2E F 16.10 PE 0:00
EN T 19.60 0.0297 PF 0.58
PT .20.. 34 ( 42)
43 57
-------------
1.536 L 8.50 C=120 PT 19.74 ( 57)
Q 24.88 .P=T F 8.90 PE 0.00
BN T 17.40 0.0304 PF 0.53
PT 20.27 ( 43)
43
------------------
53 1.536 L 1,00 C=120 PT 19.97 ( 53)
Q 25.02 F=T F 8.90 PE 0.00
EN T 9.90 0.0308 PP 0.30
33 43DQ .2.4.88 1.536 L 1.00 C=120 PT 20.27 ( 43)
Q 49.91 F=T F 8.90 PE 0.43
NR T 9.90 0.1103 PP 1.09
PT 21.79 ( 33)
42
------------------
52 1.536 L. 3.00 C=120 PT 19.97 ( 52)
Q 25.03 F=T F 8.90 PE 0.00
BN T 11.90 0.0308 .PF 0.37
3.2 42DQ .24.55 1.536 L 1..00 C=120 PT 20.34 ( 42)
Q 4-9.58 F=T F 8.90 PE 0 43
MR T 9.9.0 0.1089 PF 1.08
PT 21.85 C 32)
41
------------------
51 1.536 L 3.00 C=120 PT 16.65 ( 51)
Q 22.85 F=T F 8.90 PE 0.00
EN T 11.90 0.0260 PF 0.31
.31 41DQ 86.80 1.5.36 L 1.00 C120 PT 16.96 ( 41)
Q 109.65 F=T F 8.9.0 PE 0.43
NR T 9.90 0.4731 PP 4.68
PT 22.07 ( 31)
40
------------------
50 1.536 L 1.00 C=120 PT 17.63 ( 50)
Q 23.51 F=T F 8.90 PE 0.00
EN T .9.90 0.0274 PF 0.27
SUBMITTAL SERIAL NO.: 2932HY1 01-08-2013 PAGE 4
DAYBREAK CHURCH PHASE III 2ND FLOOR .. 10/1170
Location Flow Pipe Fittings Eguiv Friction Pressure
in Size & Length.. Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
30 40DQ 84.39 1.536 L 1.00 C=120 PT 17.90 ( 40)
Q 107.90 F=T F 8.90 FE 0.43
NR T 9.90 0.4592 PF 4.55
PT 2.2.88 (
32
------------------
33 2.703 L .8.00 C=120 PT 21.80 ( 33)
Q 49.9.1 F=0 F 0.00 FE 0.00
FM T 8.00 0.0070 PF 0.06
.31 32DQ. 49.58 2.703 L 9.00 C=1.20 PT 21.86 (
Q 99.48 F=0 F 0.00 FE 0.00
FM .9.00 0.0252 PP .0.2.3
30 31DQ 10.9.65 2.703. L 8.00 C=120 PT 22.09 (
Q 209.13 F=0 F 0.00 PE 0.00
FM T 8.00 0.0996 .PF 0.80
6 30DQ .107.90 2.703 L 71.00 C=120 PT 22.89 ( 30)
Q 317.03 F=2E F 13.20 PE 0.00
FM r 84.20 0.2151 PF 18.11
5 6. 2...7Q3 L 14.00 C=120 PT 4..00 ( 6)
Q .317.03 .F=T,2E F 29.90 PE 4.77
FM T 43.90 0.2151 PF 9.44
4 5 2.703 L 18.00 C=120 PT 55.21 ( 5)
Q 317.03 F=E F 6.60 PE 0.00
FM T 24.60 0.2.151 PF 5.29
3. 4 2.703 L. 12.00 C120 PT 6.0.50 ( 4.)
Q 317,03 . F=2E F 13.20 PE. 433
FR T 25 .20 0 .2151 PP :5 .42
2 3 6.340 L 5.00 Cr140 PT 70.25 .( 3)
Q 317.03 F=E F 23.11 PE 0.00
UN T 2.8.11 0.0025 PF 0.07
1 2 5.914 L 110.00 C=150 PT 70.32 .( 2)
Q 317.03 F=T,EE F 57.00 PE .0.00
UN T 167.00 0.0031 PF 0.52
0 1 5.914 L 90.00 C150 PT 70.84 ( 1)
Q 317.03 FT,DCA/E,EE F 7:8.57 PR .0.00
UN T 168.57 0.0031 pp. 0.52
6" FEBCO 876V DOUBLE DETECTOR CHECK 4.43
PT 75.78 ( 0)