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2010-00282 - sprinkler system - in building
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2010-00282 - sprinkler system - in building
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Last modified
8/22/2023 3:47:58 PM
Creation date
9/25/2018 1:10:50 PM
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x Address Old
House Number
2500
Street Name
Shadywood
Street Type
Road
Address
2500 Shadywood Road
Document Type
Permits/Inspections
PIN
2011723110034
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Cargill Freshwater Boat Room Draw.�ng Date:10-27-10 4/28/10 8: 41 <br /> Page 3 <br /> FITT�NG NAME TABLE <br /> ABBREV. NAME <br /> C Coupling <br /> E 90' Standard Elbow <br /> F 45� Elbow <br /> S Straight Flow Thru Tee <br /> T 90! Flow Thru Tee <br /> V Va1ve <br /> � LEGEND <br /> HYD REF Hydraulic reference. R�fer to accompanying flow diagram. _ <br /> K FACTOR Flow factor for open he�d or path where Flow (gpm) = K x -\/P <br /> Qa Flow added or subtracted <br /> Qt Total flow <br /> DIA Actual internal diameter of pipe <br /> C Hazen Williams pipe roughness factor <br /> Pf/ft Friction loss per foot bf pipe . � <br /> PIPE Length of pipe <br /> FTNG' S Number of fittings . See� table above. <br /> TOTAL Total length (PIPE + FT'NG'S) <br /> Pt Total pressure (psi) at fitting <br /> pe Pressure due to change in elevation <br /> where Pe = 0. 433 x change in elevation <br /> Pf Friction loss (psi) to fitting <br /> where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 <br /> Pv Velocity pressure (psi) <br /> where Pv = O . Oq1123 x Q^2/ID^4 <br /> Pn Normal pressure (psi) , where Pn = Pt - Pv <br /> NOTES: <br /> - Pressures are balanced t�o 0.01 psi . Pressures are listed to <br /> 0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of <br /> round off. <br /> - Calculations conform to 'NFPA 13. <br /> - Velocity Pressures are not considered in these Calculations <br />
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