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<br />ta for 14606007063PRK Calc
<br />law Data for 1480600706SPRK Calc
<br />:1Stores100500 to 00999100706 - Zophyrhills - FLLSIts
<br />Dats114806007061FIrellStockroom Calc8114806007068PRK Calc AREA t.wxf
<br />lie a (Untitled)
<br />etaelds
<br />rnt.
<br />ise Information and Water Supplies
<br />Fnsh Dia
<br />Pipe Length 8 Fittings
<br />C
<br />Chng Num
<br />K
<br />Den Area
<br />Press
<br />Elev
<br />ommon Elevation
<br />Pnt.
<br />Type
<br />Fact
<br />Mark Hds
<br />Fact
<br />mmon Elevation = 0
<br />EQUIVALENT K'S
<br />REMOTE HEAD TO SUPPLY
<br />alculation Question Answers
<br />00 101 2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />Remote Point =100
<br />01 102 2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />3ource Point = TEST
<br />02 103 2
<br />SCHED-40 7
<br />120
<br />Ln-S 3
<br />8.0
<br />.35 84
<br />7
<br />22
<br />kuto Peak Move Length = 0
<br />03 104 2
<br />SCHED-40 1.581T
<br />120
<br />Ln-S 4
<br />8.0
<br />.35 84
<br />7
<br />22
<br />04 105 6
<br />SCHED-10 12
<br />120
<br />Mn-S
<br />22
<br />orate Remote Head = Y
<br />05 106 6
<br />SCHED-10 12
<br />120
<br />Mn-S
<br />22
<br />uto Aker Fittings Lengths = Y
<br />06 107 6
<br />SCHED-10 61.92 1E1T
<br />120
<br />Mn-S
<br />22
<br />kuto Peak = No
<br />07 TR1 6
<br />SCHED-10 180.5 2E
<br />120
<br />Mn-S
<br />22
<br />kiter Lengths After Auto Peak = No
<br />1 BR1 6
<br />SCHED-10 201E1B1Fsp
<br />120
<br />Mn-S
<br />22
<br />1 BOR 8
<br />SCHED-10 132E1Zac
<br />120
<br />Mn-S
<br />2
<br />R 132 8
<br />rO32
<br />CL50CLDI 562 2E
<br />140
<br />UG
<br />2
<br />ity Water Supply Information
<br />TEST 8
<br />CL50CLDI 203.667 1E
<br />140
<br />UG
<br />0
<br />onnection Point = TEST
<br />EST
<br />H500
<br />0
<br />tatic Pressure = 54
<br />NEW PATH
<br />esidual Pressure = 46
<br />08 109 2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />esidual Flow = 1712
<br />09 110 2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />10 104 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 />11 112 2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />12 113 2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />13 114 2
<br />SCHED-40 7
<br />120
<br />Ln-S 3
<br />8.0
<br />.35 84
<br />7
<br />22
<br />14 105 2
<br />SCHED-40 1.58 1T
<br />120
<br />Ln-S 4
<br />8.0
<br />.35 84
<br />7
<br />22
<br />NEW PATH
<br />15 116 2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />16 117 2
<br />SCHED-40 7
<br />120
<br />Ln-S2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />17 105 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 />18 119 2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />19 120 2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />20 121 2
<br />SCHED-40 7
<br />120
<br />Ln-S 3
<br />8.0
<br />.35 84
<br />7
<br />22
<br />21 106 2
<br />SCHED-40 1.581T
<br />120
<br />Ln-S 4
<br />8.0
<br />.35 84
<br />7
<br />22
<br />NEW PATH
<br />22 123 2
<br />SCHED-40 7
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />23 124 2
<br />SCHED-40 7
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />24 106 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 />25 126 2
<br />SCHED-40 8.5
<br />120
<br />Ln-S 1
<br />8.0
<br />.35 84
<br />7
<br />22
<br />26 127 2
<br />SCHED-40 20.421T
<br />120
<br />Ln-S 2
<br />8.0
<br />.35 84
<br />7
<br />22
<br />27 107 6
<br />SCHED-10 3
<br />120
<br />Mn-GI
<br />22
<br />NEW PATH
<br />27 128 6
<br />SCHED-10 11.75
<br />120
<br />Mn-G1
<br />22
<br />28 129 6
<br />SCHED-10 11.75
<br />120
<br />Mn-Gi
<br />22
<br />29
<br />22
<br />NEW PATH
<br />30 129 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 />31 128 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 Calc
<br />Page 3
<br />Date
<br />Node
<br />No.
<br />Elevation
<br />K-Fact
<br />Pt
<br />Actual
<br />Pn
<br />Flow
<br />Actual
<br />Density
<br />Area
<br />Press
<br />Req.
<br />100
<br />22.0
<br />8
<br />13.61
<br />no
<br />29.4
<br />0.36
<br />84
<br />7.0
<br />101
<br />22.0
<br />8
<br />13.57
<br />no
<br />29.47
<br />0.35
<br />84
<br />7.0
<br />102
<br />22.0
<br />8
<br />13.82
<br />no
<br />29.74
<br />0.35
<br />84
<br />7.0
<br />103
<br />22.0
<br />8
<br />14.35
<br />no
<br />30.3
<br />0.35
<br />84
<br />7.0
<br />104
<br />22.0
<br />15.85
<br />na
<br />105
<br />22.0
<br />1 5 86
<br />n a
<br />106
<br />22.0
<br />15.93
<br />no
<br />107
<br />22.0
<br />17.33
<br />no
<br />TR1
<br />22.0
<br />20.97
<br />no
<br />BR1
<br />2.0
<br />31.48
<br />no
<br />BOR
<br />2.0
<br />35.72
<br />no
<br />132
<br />0.0
<br />38.63
<br />no
<br />TEST
<br />0.0
<br />39.4
<br />no
<br />500.0
<br />108
<br />22.0
<br />8
<br />14.29
<br />no
<br />30.24
<br />0.35
<br />84
<br />7.0
<br />109
<br />22.0
<br />8
<br />14.36
<br />no
<br />30.32
<br />0.35
<br />84
<br />7.0
<br />110
<br />22.0
<br />8
<br />14.62
<br />no
<br />30.59
<br />0.35
<br />84
<br />7.0
<br />111
<br />22.0
<br />8
<br />13.52
<br />no
<br />29.42
<br />0.35
<br />84
<br />7.0
<br />112
<br />22.0
<br />8
<br />13.59
<br />no
<br />29.49
<br />0.35
<br />84
<br />7.0
<br />113
<br />22.0
<br />8
<br />13.84
<br />no
<br />29.76
<br />0.35
<br />84
<br />7.0
<br />114
<br />22.0
<br />8
<br />14.36
<br />no
<br />30.32
<br />0.35
<br />84
<br />7.0
<br />115
<br />22.0
<br />8
<br />14.31
<br />no
<br />30.26
<br />0.35
<br />84
<br />7.0
<br />116
<br />22.0
<br />8
<br />14.38
<br />no
<br />30.34
<br />0.35
<br />84
<br />7.0
<br />117
<br />22.0
<br />8
<br />14.64
<br />no
<br />30.61
<br />0.35
<br />84
<br />7.0
<br />118
<br />22.0
<br />8
<br />13.58
<br />no
<br />29.48
<br />0.35
<br />84
<br />7.0
<br />119
<br />22.0
<br />8
<br />13.65
<br />no
<br />29.56
<br />0.35
<br />84
<br />7.0
<br />120
<br />22.0
<br />8
<br />13.9
<br />no
<br />29.82
<br />0.35
<br />84
<br />7.0
<br />121
<br />22.0
<br />8
<br />14.43
<br />no
<br />30.38
<br />0.35
<br />84
<br />7.0
<br />122
<br />22.0
<br />8
<br />14.37
<br />no
<br />30.33
<br />0.35
<br />84
<br />7.0
<br />123
<br />22.0
<br />8
<br />14.44
<br />no
<br />30.4
<br />0.35
<br />84
<br />7.0
<br />124
<br />22.0
<br />8
<br />14.71
<br />no
<br />30.68
<br />0.35
<br />84
<br />7.0
<br />125
<br />22.0
<br />8
<br />15.98
<br />no
<br />31.98
<br />0.35
<br />84
<br />7.0
<br />126
<br />22.0
<br />8
<br />16.08
<br />no
<br />32.08
<br />0.35
<br />84
<br />7.0
<br />127
<br />22.0
<br />17.33
<br />no
<br />128
<br />22.0
<br />17.33
<br />no
<br />129
<br />22.0
<br />17.33
<br />no
<br />130
<br />22.0
<br />8
<br />16.86
<br />no
<br />32.85
<br />0.35
<br />84
<br />7.0
<br />131
<br />22.0
<br />8
<br />16.86
<br />no
<br />32.85
<br />0.35
<br />84
<br />7.0
<br />The maximum velocity is 11.4 and it occurs in the pipe between nodes 121 and 106
<br />Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
<br />I
<br />A
<br />�t Co
<br />I I
<br />I Q STATIC/RESIDUAL
<br />j HYDRANT
<br />j (APPROXIMATE LOCATION)
<br />+
<br />Water Supply Curve C
<br />Fire Dynamics
<br />1480600706SPRK Calc
<br />Page 1
<br />Date
<br />City Water Supply: Demand:
<br />Cl - 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 />S 90
<br />S 80
<br />U 70
<br />R 60
<br />E 50
<br />D
<br />2
<br />40
<br />30
<br />03
<br />20
<br />10
<br />D1
<br />200 400 600 800 1000 1200 1400 1600 1800
<br />FLOW (NA1.85)
<br />Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
<br />Fittings Used Summary
<br />Fire Dynamics
<br />M0600706SPRK Calc
<br />SPRINKLER
<br />SYMBOL
<br />LEGEND
<br />SYMBOL
<br />SIZE
<br />MFR
<br />MAKE
<br />S.I.N.
<br />FINISH
<br />STYLE
<br />TEMP
<br />K-FACTOR
<br />VARIES
<br />VARIES
<br />VARIES
<br />----
<br />BRASS
<br />EXISTING
<br />8.0
<br />UPRIGHT
<br />UPRIGHT
<br />Page 2
<br />Date
<br />Fitting Legend
<br />Abbrev. Name
<br />/, '/. 1 1 % 1'A 2
<br />2%
<br />3
<br />3'%
<br />4
<br />5
<br />6
<br />8
<br />10
<br />12
<br />14
<br />16
<br />18
<br />20
<br />24
<br />B NFPA 13 Butterfly Valve
<br />0 0 0 0 0 6
<br />7
<br />10
<br />0
<br />12
<br />9
<br />10
<br />12
<br />19
<br />21
<br />0
<br />0
<br />0
<br />0
<br />0
<br />E NFPA 13 90' Standard Elbow
<br />1 2 2 3 4 5
<br />6
<br />7
<br />8
<br />10
<br />12
<br />14
<br />18
<br />22
<br />27
<br />35
<br />40
<br />45
<br />50
<br />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
<br />15
<br />17
<br />20
<br />25
<br />30
<br />35
<br />50
<br />60
<br />71
<br />81
<br />91
<br />101
<br />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 Schad 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 wtth 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 03087
<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 />�• 1
<br />1. PLAN INFORMATION SHOWN IS EXISTING TO
<br />REMAIN. NO SPRINKLER WORK TO BE
<br />PERFORMED.
<br />2. REPLACE EXISTING PLACARD SUPPLYING THE
<br />STOCKROOM AREA WITH 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 />Final Calculations - Hazen -Williams - 2007 Final Calculations - Hazen -Williams Final Calculations - Hazen -Williams
<br />Fire Dynamics Page 4 Fire Dynamics Page 5 Fire Dynamics Page 6
<br />1480600706SPRK Calc Date 1480600706SPRK Calc Date 1480600706SPRK Calc Date
<br />Hyd. Qa Dia. Fitting Pipe Pt Pt Hyd. Qa Dia. Fitting Pipe Pt Pt Hyd. Qa Dia. Fitting Pipe Pt Pt
<br />Ref. C. or Ftng's Pe Pv "'*"' Notes *"'*' Ref. "C" or Ftng's Pe Pv """` Notes """ Ref. "C., or Ftng's Pe Pv .... Notes **`*
<br />Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
<br />100 29.40 2.067 0.0 7.000 13.506 K Factor = 8.00 111 29.42 2.067 0.0 7.000 13.522 K Factor = 8.00 0.0
<br />to 120.0 0.0 0.0 0.0 to 120.0 0.0 0.0 0.0 91.41 15.932 K Factor = 22.90
<br />101 29.4 0.0097 0.0 7.000 0.068 Val= 112 29.42 0.0097 0.0 7.000 0.068 Vel = 2.81 125 31.98 2.067 0.0 8.500 15.979 K Factor = 8.00
<br />101 29.47 2.067 0.0 7.000 13.574 K Factor = 8.00 112 29.49 2.067 0.0 7.000 13.590 K Factor = 8.00 to 120.0 0.0 0.0 0.0
<br />to 120.0 0.0 0.0 0.0 to 120.0 0.0 0.0 0.0 126 _ 31.98 0.0114 0.0 8.500 0.097 Val = 3.06
<br />102 58.87 0.0353 0.0 7.000 0.247 Vel = 5.63
<br />- ---- - - - -- ._ ._..__.._. -- ---- ---- - - --------_. 113 58.91 0.0353 0.0 7.000 0.247 Vel = 6 1 7 = e 5 3 26 32.07 2.06 1T 10.0 20.420 16.076 K Factor 8.00
<br />102 29.75 2.067 0.0 7.000 13.821 K Factor = 8.00 113 29.76 2.067 0.0 7.000 13.837 K Factor = 8.00 to 120.0 0.0 10.000 0.0
<br />to 120.0 0.0 0.0 0.0 to 120.0 0.0 0.0 0.0 127 64.05 0.0412 0.0 30.420 1.253 Val = -6.12
<br />-------------------------------- ----------
<br />103 88.62 0.0751 0.0 7.000 0.526 Vel = 8.47 114 88.67 _ 0.0753 0.0 7.000 0.527 Val = 8.48 127 65.70 6.357 0.0 3.000 17.329
<br />103 30.30 2.067 1T 10.0 1.580 14.347 K Factor = 8.00 114 30.32 2.067 1T 10.0 1.580 14.364 K Factor = 8.00 to 120.0 0.0 0.0 0.0
<br />to 120.0 0.0 10.000 0.0 to 120.0 0.0 10.000 0.0 _107 129.750.0007 0.0 _ _ 3.000 0.002 Val = 1.31
<br />104 18.92 0.1294 0.0 11.580 1.499 Val = 11.37 -- -- ----- -- --- - --- --
<br />__I_ __-_. _._. ____..-_.-._ ._ 105 118.99 0.1296 0.0 11.580 1 501 Vel = 11.38 0.0
<br />104 91.16 6.357 0.0 12.000 15.846 0.0 - 129.75_ _ - - 17.331 K_ Factor = 31.17
<br />to 120.0 0.0 0.0 0.0 118.99 _____0.0
<br />__ ____15.865 _ K Factor = 29.87 _ 127 -65.70 6.357 0.0 11.750 17.329
<br />105 210.08 0.0016 0.0 12.000 0.019 Val = 2.12 115 30.26 2.067 0.0 7.000 14,310 K Factor = 8.00 to 120.0 0.0 0.0 0.0
<br />105 210.20 6.357 0.0 12.000 15.865 to 120.0 0.0 0.0 0.0 128 -65.7-0.0002 0.0 11.750 -0.002 Val = 0.66
<br />to 120.0 0.0 0.0 0.0 116 30.26 0.0103 0.0 7.000 0.072 Val = 2.89 128 32.85 6.357 0.0 11.750 17.327
<br />0.067 V 4.25 106 420.28 0.0056 0.0 12.000 el = ---- ---- - - - -- -- -------------- -- -- -- - --- - - --- --
<br />_ _- _-_ -_-- --_ _ -_ _ --__. _ 116 30.34 2.067 0.0 7.000 14.382 K Factor = 8.00 to 120.0 0.0 0.0 0.0
<br />106 210.65 6.357 1 E 17.603 61.920 15.932 to 120.0 0.0 0.0 0.0 129 -32.85 0.0 0.0 11.750 0.0 - Val = 0.33
<br />to 120.0 1T 37.72 55.323 0.0 117 60.6 0.0371 0.0 7.000 0.260 Val = 5.79 0.0
<br />107 630.93 0.0119 0.0 117.243 1.399 Val = 6.36 -- - HYDRAULIC DESIGN
<br />-----_....__..._....__--- - --- - - -- -- - ----- ---- -------- -- ----------------...------------------------- ----------------------- ---------------- -- - -- -- 117 30.61 2.067 1 T 10.0 5.420 14.642 K Factor = 8.00 -32:85 _ _ 17.327 K Factor = -7.89
<br />107 129.75 6.367 2E 35.205 180.500 17.331 to 120.0 0.0 10.000 0.0 130 32.85 2.067 1T 10.0 i 28.920 16.860 K Factor = 8.00 SYSTEM #1 STOCK ROOM
<br />to 120.0 0.0 35.205 0.0 105 91.21 0.0793 0.0 15.420 1.223 Val = 8.72 to 120.0 0.0 10.000 0.0
<br />TR1 760.66 0.0169 0.0_ _ 215.705-__-3.639 - - --Val = 7.69_-_ 0.0 129 32.85 0.0120 - 0.0 _ 38.920 0.467 Val = 3.14
<br />- -- - -----------1. SPRINKLERS
<br />TR1 0.0 6.357 1 E 17.603 20.000 20.970 91.21 15.865 K Factor = 22.90 0.0 CALCUUITED 25 SPRINKLERS
<br />to 120.0 1 B 12.573 30.176 9.662 " Fixed Loss = 1 ---- - - - - - - -- - - - --------- ---- - - - - - -- - - -- -- - -- --- -
<br />118 29.48 2.067 0.0 7.000 13.580 K Factor = 8.00 32.85 17.327 K Factor = 7.89
<br />BR1 760.68 0.0169 1 Fsp 0.0 50.176 0.846 Vel = 7.69 to 120.0 0.0 0.0 0.0 131 32.85 2.067 1T 10.0 28.920 16.861 K Factor = 8.00 SPMNKLER 0.35 GPM/SQ FT
<br />BR1 0.0 8.249 2E 42.282 13.000 31.478 119 29.48 0.0099 0.0 7.000 0.069 Val = 2.82 to 120.0 0.0 10.000 0.0 DENSITY REWD
<br />to 120.0 1Zac 0.0 42.282 3.982 * ` Fixed Loss 3.982 -11 - - ---- --- - - - --- - - ----- - - -- -
<br />119 29.56 2.067 0.0 7.000 13.649 K Factor = 8.00 128 32.85 0.0120 0.0 38.920 0.466 Vel = 3.14 AREA OF 2000 SQ FT
<br />BOR 760.68 0.0048 0.0 55.282 0 263 Vel = 4.57 to 120.0 0.0 0.0 0.0 0.0 DISCHARGE
<br />BOR 0.0 8.39 2E 61.074 662.000 35.723 120 59.04 0.0354 0.0 7.000 0.248 Vel = 5.64 32.85 17.327 K Factor = 7.89
<br />to 140.0 0.0 61.074 0.866 120 29.82 2.067 0.0 7.000 13.897 K Factor = 8.00 HOSE KLOWANCE 500 GPM
<br />132 _ 760.68 0.0033 -_ _0.0 _ 623.074 2.045 Vel = 4.41
<br />----------- to 120.0 0.0 0.0 0.0
<br />132 0.0 8.39 1 E 30.537 203.667 38.634 121 88.86 0.0754 0.0 7.000 0.528 Val = 8.50 SYSTEM FLOW 1260.7 GPM
<br />to 140.0 0.0 30.537 0.0 - - --- -- - - DEMAND
<br />TEST 760.68 0.0033 0.0 234.204 0.769 Val = 4.41 121 30.38 2.067 1T 10.0 1.580 14.425 K Factor = 8.00
<br />to 120.0 0.0 10.000 0.0 SYSTEM 500.00 Qa = 500.00 106 119.24 0.1301 0.0 11.580 1.507 Val = 11.40 PRESSURE39.4 PSI
<br />1260.68 39.403 K Factor = 200.84 0.0
<br />108 30.24 2.067 0.0 7.000 14.293 K Factor = 8.00 119.24 15.932 K Factor = 29.87 SYSTEM FACTOR
<br />SAFETY 10.1 PSI
<br />to 120.0 0.0 0.0 0.0 122 30.33 2.067 0.0 7.000 14.371 K Factor = 8.00
<br />109 .,. 30.24 0.0103 0.0 7.000 0.072 Val = 2.89 to 120.0 0.0 0.0 0.0
<br />109 30.33 2.067 0.0 7.000 14.365 K Factor = 8.00 123 30.33 0.0104 0.0 7.000 0.073 . . .....
<br />110 60.57 0.0371 0.0 7.000 0.260 Vet = 5.79 123 30.40 2.067 0.0 0.000 14.444 K Factor = 8.00 HYDRAULIC
<br />- --- ----- -- to 120.0 0.0 0.0 0.0
<br />110 30.59 2.067 1T 10.0 5.420 14.625 K Factor = 8.00 124 60.73 0.0373 0.0 7.000 0.261 Val = 5.81
<br />to 120.0 0.0 10.000 0.0 - - -- - - - - _ ... -- --- - --- - - - - -
<br />104 91.16 0.0792 124 30.68 2.067 IT 10.0 5.420 14.705 K Factor = 8.00
<br />-- --- -- - -- 0.0_ _ 15.420 ---- 1.221 - ---- Vel 8.72 - --
<br />0.0 to 120.0 0.0 10.000 0.0
<br />91.16 15.846 K Factor = 22.90 106-- -91.41 _ _0.0796 0.0 15.420 1.227 - - -Val = 8.74 PLACARD
<br />0-i
<br />Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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<br />ISSUE BLOCK
<br />CHECKED BY:
<br />SRD/JEC
<br />DRAWN BY:
<br />OAF
<br />PROTO:
<br />192 SC
<br />PROTO CYCLE:
<br />122013
<br />DOCUMENT DATE:
<br />01/30/14
<br />DARRELL E. STEIN
<br />LICENSE # 58463
<br />STOCKROOM
<br />HYDRAULIC
<br />PLACARD
<br />INFORMATION
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<br />STOCKROOM HYDRAULIC
<br />PROOF CALCULATION PLAN P � 4 ' I`
<br />3/32" = 1'-0"
<br />SHEET:
<br />FP4
<br />
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