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3120 COLBY AVE 2023 Plans 2024-02-20
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3120 COLBY AVE 2023 Plans 2024-02-20
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Last modified
2/20/2024 2:45:11 PM
Creation date
2/20/2024 2:44:24 PM
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Template:
Address Document
Street Name
COLBY AVE
Street Number
3120
Permit
K2306-010
Year
2023
Notes
ADDITION OF 32 HEADS NORTH END OF BLDG, 2 UNITS
Address Document Type
Plans
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 <br /> DATE: 6/9/2023 C:\USERS\CHUCKB\DESKTOP\DATA\F23019.SDF <br /> JOB TITLE: Res Pend 2 heads of 1" <br /> Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) <br /> Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes <br /> To Node El (ft) PT Tot. (4) Disch Act ID (ft.) T Pf/ft. (Pf) <br /> Pipe: 12 4.02 20.2 Disch 11.00 120 5.1 <br /> 3 11.0 30.3 19.6 1 A1,000 ---- 0.00 -0.0 <br /> 2 11.0 25.2 39.8 1.049 11.00 0.464 5.1 <br /> Pipe: 13 4.02 19.6 Disch 11.00 120 1.4 <br /> 2 11.0 25.2 0.0 A1.000 ---- 0.00 -0.0 <br /> 1 11.0 23.8 19.6 1.049 11.00 0.125 1.4 <br /> NOTES (HASS): <br /> (1) Calculations were performed by the HASS 2023 D computer program <br /> in accordance with (2020) <br /> under license no. 64618088 granted'by <br /> HAS 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 0.027 gpm and a maximum <br /> imbalance at any node of 0.174 gpm. <br /> (3) Total pressure at each node is used in balancing the system. <br /> Maximum water velocity is 18.2 ft/sec at pipe 10. <br /> (4) The Minimum pump suction pressure under maximum calculated demand is 7.36 (psi) <br /> (5) Items listed in bold print on the cover sheet <br /> are automatically transferred from the calculation report. <br /> (6) Available pressure at source node SRC under full flow conditions is <br /> 58.77 psi with a flow of 228.03 gpm. <br /> (7) PIPE FITTINGS TABLE <br /> HASS Pipe Table Name: standard <br />
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