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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 /> DATA: 8/21/2019 C: \PROGRAM FILES\HRS SYSTEMSN PROFESSIONAL HAIR MEZZ. SDF <br /> JOB TITLE: Professional Hair Mezzanine Area - Zephyrills, fl. <br /> Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) <br /> To Node E1 (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) <br /> Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) <br /> Pipe: 13 0. 0 0 . 0 10.25 120 42 .7 <br /> TOP 11.2 42 . 7 259.2 12 4-. 000 C:29. 0 45 . 00 4 .4 <br /> BOT 1 . 0 48 . 1 259 .2 4. 260 B: 16. 0 55 . 25 0 . 016 0. 9 <br /> Pipe: 14 0 . 0 0 .'0 9 . 00 120 48 . 1 <br /> BOT 1. 0 48 . 1 259 .2 TOP 4 . 000 E: 13. 0 13 .00 0 . 4 <br /> CON 0 . 0 48 . 9 259 .2 4 . 260 22 . 00 0 . 016 0. 4 <br /> Pipe: 15 0 . 0 0 . 0 124 . 00 150 48 . 9 <br /> .CON .0 . 0 48 . 9 259.2 BOT E6. 000 4E: 88 . 0 88 . 00 -1.3 <br /> DCD 3 . 0 48 . 0 259.2 6. 080 212 .00 0. 002 0. 4 <br /> Pipe: 16 0 . 0 Fixed Pressure Loss Device <br /> DCD 3. 0 48 . 0 259.2 CON 3 . 0 psi, 259 .2 gpm <br /> DCS 3 . 0 51. 0 259 .2 <br /> Pipe: 17 0 . 0 0 . 0 2E: 44 . 0 47 .00 140 51 . 0 <br /> DCS 3 . 0 51. 0 259.2 DCD D6. 000 T: 47. 0 96. 00 1 . 3 <br /> CON2 0 . 0 52 .5 259 .2 6. 280 G: 5. 0 143 . 00 0 . 002 0 . 3 <br /> Pipe: 18 0 . 0 0 .0 47 . 00 140 52 . 5 <br /> CON2 0. 0 52 . 5 259.2 DCS D8 . 000 ---- 0 .00 0 . 0 <br /> TEST 0. 0 52 . 5 259 .2 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) 659-9760 <br /> (2) The system has been calculated to provide an average <br /> imbalance at each node of 0. 004 gpm and a maximum <br /> imbalance at any node of 0. 069 gpm. <br /> (3) Total pressure at each node is used in balancing the system. <br /> Maximum water velocity is 15.2 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 /> 68 . 44 psi with a flow of 553. 66 gpm. <br />
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