|
NOTES
<br />` I SHOP DRAWINGS
<br />ection 2
<br />Page 1
<br />w Data for
<br />1480600706SPRK Caic
<br />-
<br />ile = WAStores100500 to 00999100706 - Zephyrhilis - FL1-Site
<br />Data114806007061FirekStockroom C1icsH4886ft706SPRK Cate AREA 1.wxf
<br />ata Fields
<br />to Fnsh
<br />Dia
<br />Pipe Length 8 Fittings
<br />C
<br />Chng Num
<br />K
<br />Den Area
<br />Press
<br />Elev
<br />nL Pnt.
<br />Type
<br />Fact
<br />Mark Hds
<br />Fact
<br />EQUIVALENT KS
<br />REMOTE HEAD TO
<br />SUPPLY
<br />00 101
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />101 102
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />02 103
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 3
<br />&0
<br />35 84
<br />7
<br />22
<br />03 104
<br />2
<br />SCHED-40 1.581T
<br />120
<br />Ln-S 4
<br />8,0
<br />.35 84
<br />7
<br />22
<br />104 105
<br />6
<br />SCHED-10 12
<br />120
<br />Mn-S
<br />22
<br />105 106
<br />6
<br />SCHED-10 12
<br />120
<br />Mn-S
<br />22
<br />06 107
<br />6
<br />SCHED-10 61,921E1T
<br />120
<br />Mn-S
<br />22
<br />07 TR1
<br />6
<br />SCHED-10 180.5 2E
<br />120
<br />Mn-S
<br />22
<br />R1 SRi
<br />6
<br />SCHED-10 201E1B1Fsp
<br />120
<br />Mn-S
<br />22
<br />R1 BOR
<br />8
<br />SCHED-10 13 2E1Zac
<br />120
<br />Mn-S
<br />2
<br />OR 132
<br />8
<br />CL60OLDI 562 2E
<br />140
<br />UG
<br />2
<br />132 TEST
<br />8
<br />CL50CLDI 203,6671E
<br />140
<br />UG
<br />0
<br />ST
<br />H500
<br />0
<br />NEW PATH
<br />108 109
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />109 110
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />110 104
<br />2
<br />SCHED-40 5,42 1T
<br />120
<br />Ln-S 3
<br />8.0
<br />.35 84
<br />7
<br />22
<br />NEW PATH
<br />111 112
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />12 113
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />113 114
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 3
<br />8.0
<br />.35 84
<br />7
<br />22
<br />114 105
<br />2
<br />SCHED40 1.58 1T
<br />120
<br />Ln-S 4
<br />8.0
<br />35 84
<br />7
<br />22
<br />NEW PATH
<br />115 116
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />116 117
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8,0
<br />35 84
<br />7
<br />22
<br />17 105
<br />2
<br />SCHED-40 5.42 1T
<br />120
<br />Ln-S 3
<br />8.0
<br />.35 84
<br />7
<br />22
<br />NEW PATH
<br />18 119
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />119 120
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />&0
<br />.35 84
<br />7
<br />22
<br />120 121
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 3
<br />8.0
<br />.35 84
<br />7
<br />22
<br />121 106
<br />2
<br />SCHED-40 I,581T
<br />120
<br />Ln-S 4
<br />8.0
<br />.35 84
<br />7
<br />22
<br />NEW PATH
<br />22 123
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />123 124
<br />2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />124 106
<br />2
<br />SCHED-40 5.421T
<br />120
<br />Ln-S 3
<br />8.0
<br />.35 84
<br />7
<br />22
<br />NEW PATH
<br />125 126
<br />2
<br />SCHED-40 8.5
<br />120
<br />Ln-S 1
<br />&0
<br />.35 84
<br />7
<br />22
<br />126 127
<br />2
<br />SCHED-40 20.42 1T
<br />120
<br />Ln-S 2
<br />8,0
<br />.35 84
<br />7
<br />22
<br />127 107
<br />6
<br />SCHED-10 3
<br />120
<br />Mn-GI
<br />22
<br />NEW PATH
<br />127 128
<br />6
<br />SCHED-10 11.75
<br />120
<br />Mn-GI
<br />22
<br />128 129
<br />6
<br />SCHED-10 1175
<br />120
<br />Mn-GI
<br />22
<br />129
<br />22
<br />NEW PATH
<br />130 129
<br />2
<br />SCHED-40 28.921T
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />NEW PATH
<br />131 128
<br />2
<br />SCHED-40 28.921T
<br />120
<br />Ln-S 1
<br />8,0
<br />.35 84
<br />7
<br />22
<br />Pressure / Flow Summary - STANDARD
<br />Fire Dynamics
<br />1480600706SPRK Cale
<br />Page
<br />Date
<br />3
<br />Node Elevation K-Fact Pt Pn Flow Density Area
<br />Press
<br />N- -----.-.... _............ - ...........
<br />--.........
<br />Actual...._._..__
<br />.......... _-_.
<br />Actual
<br />e� ---
<br />100 22.0
<br />8
<br />13,51
<br />na
<br />29.4
<br />0.35
<br />84
<br />7.0
<br />101 22.0
<br />8
<br />13.67
<br />na
<br />29.47
<br />0.35
<br />84
<br />7.0
<br />102 22.0
<br />8
<br />13.82
<br />na
<br />29.74
<br />035
<br />84
<br />TO
<br />103 22.0
<br />8
<br />14,35
<br />na
<br />303
<br />0.35
<br />84
<br />7.0
<br />104 22.0
<br />15.85
<br />na
<br />105 22.0
<br />15.86
<br />na
<br />106 22,0
<br />15.93
<br />na
<br />107 22.0
<br />17,33
<br />na
<br />TR1 22.0
<br />20,97
<br />na
<br />BR1 2,0
<br />31,48
<br />na
<br />BOR 2.0
<br />35,72
<br />na
<br />132 0.0
<br />38,63
<br />na
<br />TEST 0.0
<br />39.4
<br />na
<br />500.0
<br />108 22.0
<br />8
<br />14,29
<br />na
<br />30,24
<br />0.35
<br />84
<br />7.0
<br />109 22.0
<br />8
<br />14,36
<br />na
<br />30.32
<br />0,35
<br />84
<br />7.0
<br />110 22.0
<br />8
<br />14.62
<br />na
<br />30,59
<br />0.35
<br />84
<br />7.0
<br />111 22,0
<br />8
<br />13.52
<br />na
<br />29.42
<br />0,35
<br />84
<br />7.0
<br />112 22.0
<br />8
<br />13.59
<br />na
<br />29.49
<br />0.35
<br />84
<br />7.0
<br />113 22.0
<br />8
<br />13.84
<br />na
<br />29.76
<br />0.35
<br />84
<br />TO
<br />114 22.0
<br />8
<br />14.36
<br />na
<br />30.32
<br />0,35
<br />84
<br />7.0
<br />115 22.0
<br />8
<br />14,31
<br />na
<br />30.26
<br />0.35
<br />B4
<br />7.0
<br />116 22.0
<br />8
<br />14.38
<br />na
<br />30.34
<br />035
<br />64
<br />7.0
<br />117 2Z0
<br />8
<br />14'64
<br />na
<br />30.61
<br />0,35
<br />84
<br />7,0
<br />118 22.0
<br />8
<br />13.58
<br />na
<br />29.48
<br />0.35
<br />84
<br />7.0
<br />119 22.0
<br />8
<br />13.65
<br />na
<br />29.56
<br />0.35
<br />84
<br />7.0
<br />120 Z2. 0
<br />8
<br />13.9
<br />na
<br />29.82
<br />0.35
<br />$4
<br />7,0
<br />121 22,0
<br />8
<br />14.43
<br />na
<br />30,38
<br />0.35
<br />84
<br />7.0
<br />122 22.0
<br />8
<br />14.37
<br />na
<br />30,33
<br />0,36
<br />84
<br />7.0
<br />123 22.0
<br />8
<br />14A4
<br />na
<br />30.4
<br />0.35
<br />84
<br />TO
<br />124 22,0
<br />8
<br />14,71
<br />na
<br />30,68
<br />0.35
<br />84
<br />7,0
<br />125 22.0
<br />8
<br />15.98
<br />na
<br />31-98
<br />0.35
<br />84
<br />7.0
<br />126 22.0
<br />8
<br />16.08
<br />na
<br />32,06
<br />0 35
<br />84
<br />7.0
<br />127 22.0
<br />2.
<br />17.33
<br />na
<br />128 22,0
<br />17.33
<br />na
<br />129 22.0
<br />17.33
<br />na
<br />130 22,0
<br />8
<br />16.86
<br />na
<br />32,85
<br />0,35
<br />84
<br />7.0
<br />131 22.0
<br />6
<br />16.86
<br />na
<br />32.85
<br />0135
<br />84
<br />7.0
<br />The maximum velocity is 11.4 and it occurs in the pipe between nodes 121 and 106
<br />Ion 3
<br />Data for 1480600706SPRK Cate
<br />_ (tht#Aed)
<br />Information and Water Supplies
<br />mown Elevation
<br />rraon Elevation = 0
<br />wattion Question Answers
<br />xft Point = 100
<br />ree Point = TEST
<br />b Peak Move Length = 0
<br />As Remote Head = Y
<br />b Alter Fittings Lengths = Y
<br />b Peak = No
<br />r Lengths After Auto Peak = No
<br />t4ia�r Supply Information
<br />nection Point = TEST
<br />is Pressure = 54
<br />dual Pressure = 46
<br />dust Flow = 1712
<br />Final Calculations - Hazen -Williams - 2007
<br />Page 2
<br />Fire Dynamics
<br />Page 4
<br />1480600706SPRK Cale
<br />Date
<br />Hyd.
<br />Qa
<br />Dia.
<br />Fitting
<br />Pipe
<br />Pt Pt
<br />Ref.
<br />"C"
<br />or
<br />Ftng's
<br />Pe Pv
<br />" '*" Notes
<br />Point
<br />Qt
<br />PfI
<br />Eqv.
<br />Ln.
<br />Total
<br />Pf Pn
<br />100
<br />29,40
<br />2.067
<br />0,0
<br />7.000
<br />1 &506
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0,0
<br />0.0
<br />0.0
<br />101
<br />29-4
<br />0.0097
<br />0.0
<br />7.000
<br />8
<br />0,06
<br />Vei = 2 81
<br />101
<br />29.47
<br />2.067
<br />0,0
<br />7.000
<br />13,574
<br />K Factor = 8,00
<br />to
<br />120.0
<br />0.0
<br />0.0
<br />0.0
<br />102..._ --
<br />...._....._._58.87
<br />0.0353..........._..........
<br />-
<br />0,0-------
<br />7_000.._._.....,
<br />0�247 --- --- -
<br />Vel = 5,83
<br />102
<br />29.75
<br />2.067
<br />0,0
<br />7.000
<br />13.821
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0.0
<br />0.0
<br />0.0
<br />103
<br />-._..._...._._
<br />88.62
<br />...................._.............---
<br />0,0751.
<br />.__.._._.........._..._..._...
<br />-
<br />0.0
<br />- .._..........__.._..--
<br />7.000
<br />-------
<br />0.526
<br />_...........__......._..-....._.. - .__.______
<br />Vel = 8.47
<br />.......... .... ...._._.__.............................
<br />103
<br />30.30
<br />2067
<br />1T
<br />10,0
<br />1.580
<br />14,347
<br />K Factor = 8,00
<br />to
<br />120.0
<br />0.0
<br />10.000
<br />0.0
<br />104
<br />-- ..__....-.._........
<br />11&92
<br />-._......_._...
<br />0,1294
<br />--------_......._._
<br />0,0
<br />11.580
<br />1.499 -----
<br />VeI= 11,37
<br />._...._,._...----.................................. ... .............. ...
<br />104
<br />91 A 6
<br />6.357
<br />0.0
<br />12.000
<br />15.846
<br />to
<br />120.0
<br />0.0
<br />0,0
<br />0,0
<br />105
<br />210.08
<br />0 .0016
<br />0,0
<br />12.00 0
<br />0,019
<br />Vel = 2.12
<br />105
<br />210.20
<br />6.357
<br />0.0
<br />12.000
<br />15.865
<br />to
<br />120.0
<br />0.0
<br />0.0
<br />0.0
<br />106
<br />420.28
<br />0.0056
<br />0.0
<br />1Z000
<br />0.067
<br />Vel = 4.25
<br />106
<br />210.65
<br />6.357
<br />1E
<br />17.603
<br />61,920
<br />15.932
<br />to
<br />120.0
<br />1T
<br />37.72
<br />55.323
<br />0.0
<br />107
<br />630.93
<br />0.0119
<br />0.0
<br />117.243-
<br />1.399
<br />Val = 6.38
<br />107
<br />129.75
<br />6.357
<br />2E
<br />35.205
<br />180.500
<br />17.331
<br />to
<br />120.0
<br />0.0
<br />35.205
<br />0.0
<br />TR1
<br />760.68
<br />0.0169
<br />0.0
<br />215.705
<br />3,639
<br />Vat = 7.69
<br />TR1
<br />0.0
<br />6.357
<br />1E
<br />17.603
<br />20.000
<br />20,970
<br />to
<br />120,0
<br />IS
<br />12.573
<br />30,176
<br />9,662
<br />" * Fixed Loss = 1
<br />_BR1
<br />-- 760.68_
<br />-0A169
<br />1Fsp .-0.0
<br />-
<br />- 50.176--
<br />-- 0.846_--_.---------
<br />Val 7.69_...._.._..___._....__......._..
<br />SR1
<br />0.0
<br />8,249
<br />2E
<br />42.282
<br />13.000
<br />31,478
<br />to
<br />120.D
<br />17zc
<br />0. 0
<br />42.282
<br />3.982
<br />* -
<br />*Fixed Loss - 3.982
<br />BOR
<br />760.68
<br />0,0048
<br />0,0
<br />55.282
<br />0.263
<br />Vel = 4.57
<br />BOR
<br />0.0
<br />8.39
<br />2E
<br />61,074
<br />562.000
<br />35.723
<br />to
<br />140,0
<br />0.0
<br />61,074
<br />0.866
<br />132
<br />- ..... --
<br />760.68
<br />...... _.........._........_
<br />0,0033
<br />----- .---._.._..--
<br />... -...- ...
<br />0.0
<br />----._....__...........
<br />623.074
<br />_....._...._...-._...._..._..._...__..._.._....._..._..
<br />2.045 _...._...._........----...-............_..._...--
<br />Val = 4,41 - -- -
<br />132
<br />0.0
<br />8.39
<br />1 E
<br />30.537
<br />203.667
<br />38.634
<br />to
<br />140.0
<br />0.0
<br />30.537
<br />0.0
<br />TEST
<br />760.68
<br />0,0033
<br />0.0
<br />234.204
<br />0.769 _ -_ -
<br />Vel = 4,41
<br />500.00
<br />Qa = 500.00
<br />1260.68
<br />39.403
<br />K Factor = 200.84
<br />108
<br />30.24
<br />2.067
<br />0.0
<br />7.000
<br />14.293
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0,0
<br />0.0
<br />0.0
<br />109
<br />3024
<br />0.0103
<br />0.0
<br />7.000
<br />0,072
<br />Val = 2,89
<br />109
<br />30.33
<br />2.067
<br />0.0
<br />7.000
<br />14.365
<br />K Factor = 8,00
<br />to
<br />120,0
<br />0.0
<br />0.0
<br />0.0
<br />110
<br />60.57
<br />0,0371
<br />0.0
<br />7.000
<br />0.260
<br />Vel = 5.79
<br />110
<br />30.59
<br />2.067
<br />1T
<br />10.0
<br />5A20
<br />14.625
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0,0
<br />10.000
<br />0.0
<br />104
<br />91.16
<br />0.0792
<br />0.0
<br />15.420
<br />1.221
<br />Vel = 8.72
<br />0.0
<br />91.16
<br />15,846
<br />K Factor = 22.90
<br />Water Supply Curve C
<br />Fire Dynamics Page 1
<br />1480600706SPRK Cale Date
<br />City Water Supply: Demand:
<br />C1 - Static Pressure : 54 D1 - Elevation 9.528
<br />C2 - Residual Pressure: 46 D2 - System Flow : 760.68
<br />C2 - Residual Flow 1712 D2 - System Pressure : 39.403
<br />Hose ( Demand ) : 500
<br />D3 - System Demand : 1260.68
<br />Safety Margin 10.055
<br />150
<br />140
<br />130
<br />P 120
<br />R 110
<br />E 100
<br />1
<br />S 90
<br />S 80
<br />U 70
<br />R 60
<br />E 50
<br />02
<br />40
<br />30
<br />20
<br />]DIf
<br />10
<br />200 400 600 800 1000 1200 1400 1600 1800
<br />FLOW (NA1.85)
<br />Computer Programs by Hydrates Inc, Route 111 Windham N.H. USA 03087
<br />Final Calculations - Hazen -Williams
<br />Fire Dynamics
<br />Page 5
<br />1480600706SPRK Cate
<br />Date
<br />Hyd,
<br />Qa
<br />Dia.
<br />Fitting
<br />Pipe
<br />Pt Pt
<br />Ref.
<br />"C"
<br />or
<br />Ftng's
<br />Pe Pv
<br />"*•'*` Notes ***
<br />Point
<br />Qt
<br />PfI
<br />Eqv.
<br />Ln.
<br />Total
<br />Pf Pn
<br />111
<br />29.42
<br />2.067
<br />0.0
<br />7.000
<br />13.522
<br />K Factor = 8.00
<br />to
<br />120,0
<br />0.0
<br />0.0
<br />0.0
<br />112.__.._..__..___29.42
<br />0,0097
<br />0.0
<br />7.000
<br />-- 0.068 _..- - -
<br />Val = 2.81
<br />-112
<br />29.49
<br />2.067
<br />-
<br />0.0
<br />7.000
<br />13.590
<br />K Factor = 8.00
<br />to
<br />120,0
<br />0.0
<br />0,0
<br />0.0
<br />113
<br />58,91
<br />0.0353
<br />0.0
<br />7.000
<br />0.247
<br />Vel = 5.63
<br />113
<br />29.76
<br />2.067
<br />- V ---0.0
<br />7.000
<br />13.837
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0.0
<br />0,0
<br />0.0
<br />114
<br />88.67
<br />0.0753
<br />0.0
<br />7.000
<br />0.527
<br />Vat = 8.48
<br />114
<br />30.32
<br />2,067
<br />1T
<br />10.0
<br />1Z80
<br />14.364
<br />K Factor = 8,00
<br />to
<br />120,0
<br />0.0
<br />10.000
<br />0.0
<br />105
<br />118.99
<br />0.1296
<br />0.0
<br />11.580
<br />1.501
<br />Vei = 11.38
<br />0.0
<br />118.99
<br />..................
<br />..............
<br />15:865
<br />.............
<br />K Fact ...
<br />..._..................._......._................_-----
<br />115
<br />30.26
<br />2,067
<br />0.0
<br />7.000
<br />14.310
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0.0
<br />0.0
<br />0.0
<br />116.__...._
<br />30.26
<br />0.0103
<br />__..-. --0=0
<br />--
<br />- ..._7.000 _..----
<br />- 0-072_..--- - -
<br />......_.__Vei = 2,89--_.__.._..__......._..
<br />116
<br />30.34
<br />2.067
<br />0,0
<br />7.000
<br />14.382
<br />K Factor = 8,00
<br />to
<br />120,0
<br />0.0
<br />0.0
<br />0.0
<br />117
<br />60.6
<br />0.0371
<br />010
<br />7.000
<br />0.260
<br />Vel = 5,79
<br />117
<br />30.61
<br />2,067
<br />1T
<br />10.0
<br />5A20
<br />14.642
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0.0
<br />10,000
<br />0.0
<br />105
<br />91,2 1
<br />0.0793
<br />0.0
<br />15.420
<br />1 .223
<br />Vel = 8.72
<br />0,0
<br />__.....
<br />91.21
<br />.....----- .....1. .............................
<br />_. ..............-..__.__........_....__.._..._............._.._
<br />.__.._........._................_. _._..._....._15.865_...--
<br />..._-_._...._._._K
<br />Factar._.�..._22,90.......................-._...._.._
<br />118
<br />29,48
<br />2,067
<br />0.0
<br />7.000
<br />13,580
<br />K Factor = 8.00
<br />to
<br />120,0
<br />0.0
<br />0,0
<br />0.0
<br />? 19
<br />29 ,48
<br />0 ,0099
<br />0.0
<br />7. 0
<br />00
<br />0 0 69
<br />V = 2. 2
<br />ei 8
<br />119
<br />29.56
<br />2.067
<br />0,0
<br />7.000
<br />13.649
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0.0
<br />0.0
<br />0.0
<br />120
<br />59.04
<br />0,0354
<br />0.0
<br />7,000
<br />0.248
<br />Vel = 5,64
<br />120
<br />29,82
<br />2.067
<br />0.0
<br />7,000
<br />13.897
<br />K Factor = 8:00
<br />to
<br />120.0
<br />0.0
<br />0.0
<br />0.0
<br />121
<br />-.........- -
<br />88.86
<br />-.._...........--.._................._......__-_..__......._.__................._.....----...__._.........._................_........._..----.._..._.............._....._..---
<br />0.0754
<br />0.0
<br />7,000
<br />0.528
<br />Val = 8.50
<br />........... ............_..._......_._........ --.......................... _.._.
<br />121
<br />30.38
<br />2,067
<br />1T
<br />%0
<br />1.580
<br />14,425
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0.0
<br />10,000
<br />0.0
<br />106 _........
<br />.........
<br />__ .._1.19.,2............
<br />:130? ._.._........._.
<br />_. _.
<br />0.0 -_..._
<br />11,580
<br />.............. - -- ...---..._._._..._..........
<br />1 Z07 _...__..................__.._._...........__...............el.
<br />Vel = 1 t.40
<br />= 11 A0---------.........................
<br />0.0
<br />-.......... _--..........................................
<br />119,24
<br />_ _
<br />_
<br />-----_._-........................_.......___.....
<br />15.932 _
<br />K Factor = 29.87__.
<br />- -.__---............_.......-...
<br />122
<br />30.33
<br />2.067
<br />0.0
<br />7.000
<br />14.371
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0,0
<br />0.0
<br />0.0
<br />123
<br />30.33
<br />0,0104
<br />0.0
<br />7.000
<br />0,073
<br />Vet = 2,90
<br />123
<br />30.40
<br />2,067
<br />0.0
<br />7.000
<br />14.444
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0.0
<br />0,0
<br />0.0
<br />124
<br />I-- .................._....._..._............._...__..._._._...._._........
<br />60,73
<br />0,0373
<br />_....................._......._...__........_.............................._..._...
<br />0,0
<br />7.000 ................._...._..
<br />0.261
<br />VeI = 5.81
<br />...........__......... ...._..................._....................._.............................. -
<br />124
<br />30.68
<br />2.067
<br />1T
<br />10,0
<br />5.420
<br />14.705
<br />K Factor = 8.00
<br />to
<br />120.0
<br />0.0
<br />10.000
<br />0,0
<br />106
<br />91.41
<br />0,0796
<br />0.0
<br />15.420
<br />1.227
<br />Vel = 8.74
<br />SPRINKLER SYMBOL LEGEND
<br />SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP K-FACTOR
<br />-'` VARIES VARIES VARIES ---- BRASS EXISTING 286 8.0
<br />UPRIGHT
<br />Fittings Used Summary
<br />WATER SUPPLY
<br />INFORMATION
<br />STATIC: 54.0 PSI
<br />RESIDUAL: 46.0 PSI AT 1712 GPM
<br />INFORMATION DERIVED FROM A FLOW TEST
<br />PERFORMED BY HENDERSON ENGINEERS DURING A
<br />SiTE VISIT ON 09/06/13. ADDITIONAL SAFETY
<br />FACTORS ARE NOT INCLUDED.
<br />Fire Dynamics
<br />Page2
<br />1480600706SPRK Calc
<br />Fitting Legend
<br />3
<br />3%:
<br />4
<br />5 6 8 10
<br />12 14
<br />16 18 2^ 24
<br />B NFPA 13 Butterfly Valve
<br />0 0 0 0 0 6
<br />7 10
<br />0
<br />12
<br />9 10 12 19
<br />21 0
<br />0 0 0 0
<br />E NFPA 13 90' Standard Eww
<br />1 2 2 3 4 5
<br />6 7
<br />8
<br />10
<br />12 14 18 22
<br />27 Z
<br />40 45 50 61
<br />Fsp Flow Switch Potter VSR
<br />Fitting generates a Fixed Loss Based on Flow
<br />T NFPA 13 90' Flow thru Tee
<br />3 4 5 6 8 10
<br />12 15
<br />17
<br />20
<br />25 30 35 50
<br />W. 71
<br />81 91 101 121
<br />Zac Ames 2000SS
<br />Fitting generates a Fixed Loss Based on Flow
<br />Units Summary
<br />Diameter Units Inches
<br />Length Units Feet
<br />Flow Units US Gallons per Minute
<br />Pressure Units Pounds per Square Inch
<br />Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
<br />Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
<br />of 120 except as noted with '. The fittings marked with a * show equivalent lengths values
<br />supplied by manufacturers based on specific pipe diameters and CFactors and they require no
<br />adjustment. All values for fittings not marked with a * will be adjusted in the calculation
<br />for CFactors of other than 120 and diameters other than Schad 40 per NFPA.
<br />Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03097
<br />FinalCalculations - Hazen -Williams
<br />Fire Dynamics
<br />Page 6
<br />1480600706SPRK Cale
<br />Date
<br />Hyd.
<br />Qa
<br />Dia.
<br />Fitting
<br />Pipe
<br />Pt Pt
<br />Ref,
<br />"C"
<br />or
<br />Ftng's
<br />Pe Pv
<br />****" " Notes
<br />Point
<br />Qt
<br />Pf/Ft
<br />Eqv.
<br />Ln.
<br />Total
<br />Pf Pn
<br />0.0
<br />91.41
<br />15.932
<br />K Factor = 22.90
<br />125
<br />31.98
<br />2.067
<br />0.0
<br />8.500
<br />15,979
<br />K Factor = 8.00
<br />to
<br />120,0
<br />0.0
<br />0.0
<br />0.0
<br />126
<br />31.98
<br />0,0114
<br />0.0
<br />8.500
<br />0.097
<br />Vel = 3.06
<br />126
<br />32,07
<br />Z067
<br />1T
<br />10,0
<br />20.420
<br />16.076
<br />KFactor =8.00
<br />to
<br />120.0
<br />0.0
<br />10.000
<br />0.0
<br />127
<br />64.05
<br />0.0412
<br />0.0
<br />30.420
<br />1.253
<br />Vel = 6,12
<br />127
<br />65.70
<br />6.357
<br />0.0
<br />3.000
<br />17329
<br />to
<br />120.0
<br />0.0
<br />0,0
<br />0.0
<br />107
<br />...._.........._--_..............__.._......_..._...........
<br />129.75
<br />0.0007
<br />._....._............._....
<br />..............._.__..............._..............._......._....................__.........._........_............._........._....__..__..._.._...._..-
<br />0.0
<br />3,000
<br />0.002
<br />VeI = 1.31
<br />..........._._.._......._.__.._............_..............._................_.....
<br />0.0
<br />-------...
<br />_....._129.75._....-
<br />-----------.._..
<br />----
<br />--......
<br />-._.... --
<br />-17.331.....-------..._......._K
<br />Factor =31..17....._._...__........__...-
<br />127
<br />-65,70
<br />6.357
<br />0,0
<br />11,750
<br />17.329
<br />to
<br />120.0
<br />0.0
<br />0.0
<br />0.0
<br />128
<br />--........... _._..-.
<br />-65.7
<br />------_-...................................._._._...
<br />-0.0002
<br />--
<br />0.0
<br />- ----._..._._..__.....__.._..........
<br />11750
<br />-0.002
<br />...._...._...._.._............_.._._.. --
<br />Vel = 0.66
<br />-- _�_._..._......._............ -- ----......
<br />128
<br />32,85
<br />6,357
<br />0.0
<br />11.750
<br />17.327
<br />to
<br />120.0
<br />0-0
<br />0.0
<br />0.0
<br />......1.29
<br />._......
<br />-32.85
<br />----._.....
<br />.. 0.0
<br />0 0
<br />....
<br />_ 11.750 _.._..
<br />0.0 ........._... _ _
<br />VeI = 0.33
<br />...... ....
<br />0,0
<br />----
<br />32.85
<br />...__..._....
<br />- --.._.._..................___._..._.._..
<br />. _. _.
<br />--...........
<br />-
<br />17.327
<br />....._........-....-..........-- -._-._.._......._.....................-.--_......._....._...----.._._.._........._..._
<br />K Factor = -7,89
<br />130
<br />32.85
<br />2,067
<br />1T
<br />10.0
<br />28,920
<br />16.860
<br />K Factor= 8.00
<br />to
<br />120.0
<br />0.0
<br />10.000
<br />0.0
<br />129
<br />_-_ ......................_........
<br />32,85
<br />_.. --........................-
<br />0.0120 -._..__.............._.._
<br />---.........._.......-__............................_..---.........----
<br />0.0
<br />38,920
<br />0.467
<br />...._..-..........................................._......-
<br />Val = 3.14
<br />---- - ............ _.._
<br />0.0
<br />32.85
<br />17.327
<br />K Factor = 7.89
<br />131
<br />32.85
<br />2.067
<br />1T
<br />10.0
<br />28.920
<br />16.861
<br />K Factor = 8.00
<br />t0
<br />12 0 0
<br />OA
<br />1 0.000
<br />0,0
<br />128
<br />32.85
<br />0,0120
<br />0,0
<br />38.920
<br />0.466
<br />Vel = 3.14
<br />0.0
<br />32,85
<br />17.327
<br />K Factor= 7.89
<br />1. PLAN INFORMATION SHCOWN IS EXISTING TO
<br />REMAIN. NO SPRINKLERS WORK TO BE
<br />PERFORMED.
<br />2. REPLACE EXISTING PLACARD SUPPLYING THE
<br />STOCKROOM AREA WITFH NEW INFORMATION
<br />PER 2-FP4.
<br />3. INFORMATION SHOWN IS; PROVIDED TO PROVE
<br />EXISTING SPRINKLER SYSTEM IS CAPABLE OF
<br />PRODUCING THE DENSITY SHOWN ON THE
<br />PLACARD.
<br />HYDRAULIC DESIGN
<br />ISMEM f 1
<br />STOCK CRAM ROW(
<br />SPRVO ERS
<br />CALCULATED
<br />25 SPRINKLERS
<br />SPRIOGLER
<br />DENSrrY R M D
<br />0.35 GPI FT
<br />AREA OF
<br />DISCHARGE
<br />2000 SO FT
<br />71
<br />HOSE ALLOWANCE J
<br />500 GPM
<br />SYSTEM FLOW
<br />DEMAND
<br />1260.7 GPM
<br />LIRE SYSTEM PRESS
<br />DEMAND
<br />39.4 PS!
<br />SYSTEM SAFETY
<br />FACTOR
<br />t0.1 PSI
<br />HYDRAULIC
<br />2 PLACARD
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