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19-21754
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19-21754
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Last modified
5/13/2020 8:31:12 AM
Creation date
5/11/2020 8:22:16 AM
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Building Department
Company Name
PARK PLACE CENTER
Building Department - Doc Type
Permit
Permit #
19-21754
Building Department - Name
MARGOLIN,HOWARD REV TRST
Address
3795 CRREIA DR
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 <br /> DATE: 8/21/20190GRAM FILES\HRS SYSTEMS\PROFESSIONAL HAIR OFFICE TRUSS .SDF <br /> JOB TITLE: Professional Hair Office Truss Area - Zephyrills, fl. <br /> Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) <br /> To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) <br /> Frm Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) <br /> Pipe: 13 0 . 0 0 . 0 7 . 50 120 41. 6 <br /> ADP 11 .2 41 . 6 161 . 6 L 2 . 000 2E: 12 . 0 24 . 00 0 . 0 <br /> TOP 11. 2 47 . 5 161 . 6 2 . 157 T: 12 . 0 31 .50 0. 185 5 . 8 <br /> Pipe: 14 0 . 0 0 . 0 10 .25 120 47 . 5 <br /> TOP 11. 2 47 .5 161 . 6 ADP 4 . 000 C: 29 . 0 32 . 00 4 . 4 <br /> BOT 1 . 0 52 . 2 161 . 6 4 . 260 G: 3 . 0 42 .25 0. 007 0 . 3 <br /> Pipe: 15 0 . 0 0 . 0 9 . 00 120 52 . 2 <br /> BOT 1. 0 52 .2 161. 6 TOP 4 . 000.' E: 13. 0 13 . 00 0. 4 <br /> CON 0 . 0 52 . 8 161. 6 4 .260 22 .00 0 .007 0 . 1 <br /> Pipe: 16 0 . 0 0 . 0 124 . 00 150 52 . 8 <br /> CON 0 . 0 52 . 8 161 . 6 BOT E6. 000 4E: 88 . 0 88 . 00 -1. 3 <br /> DCD 3 . 0 51 . 7 161 . 6 6. 080 212 . 00 0. 001 0 . 2 <br /> Pipe: 17 0 . 0 Fixed Pressure Loss Device <br /> DCD 3 . 0 51 . 7 161 . 6 CON 3 . 0 psi, 161. 6 gpm <br /> DCS 3 . 0 54 . 7 161. 6 <br /> Pipe: 18 0 .0 0 . 0 2E:44 . 0 47 . 00 140 54 . 7 <br /> DCS 3. 0 54 . 7 161. 6 DCD D6. 000 T: 47 .0 96. 00 1. 3 <br /> CON2 0. 0 56. 1 161 . 6 6.280 G: 5. 0 143 . 00 0 . 001 0. 1 <br /> Pipe: 19 0. 0 0 . 0 47 . 00 140 56. 1 <br /> CON2 0 . 0 56. 1 161 . 6 DCS D8 . 000 ---- 0 . 00 0. 0 <br /> TEST 0. 0 56. 1 161 . 6 8 .390 47. 00 0 . 000 0. 0 <br /> NOTES (HASS) : <br /> (1) Calculations were performed by the HASS 8 . 8 D computer program <br /> in accordance with NFPA13 (2016) <br /> under license no. 1608008510 granted by <br /> HRS Systems, Inc. <br /> 208 Southside Square <br /> Petersburg, TN 37144 <br /> (931) 659-97 60 <br /> (2) The system has been calculated to provide an average <br /> imbalance at each node of 0. 009 gpm and a maximum <br /> imbalance at any node of 0. 162 gpm. <br /> (3) Total pressure at each node is used in balancing the system. <br /> Maximum water velocity is 25 . 8 ft/sec at pipe 12 . <br /> (4) Items listed in bold print on the cover sheet <br /> are automatically transferred from the calculation report. <br /> (5) Available pressure at source node TEST under full flow conditions is <br />
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