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1620 75TH ST SW ALPINE CLEANING AND RESTORATION 2018-01-02 MF Import
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1620 75TH ST SW ALPINE CLEANING AND RESTORATION 2018-01-02 MF Import
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Last modified
12/30/2021 8:31:55 AM
Creation date
4/18/2017 1:07:33 AM
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Address Document
Street Name
75TH ST SW
Street Number
1620
Tenant Name
ALPINE CLEANING AND RESTORATION
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 <br />Date: 08/09/2000 ALPRES.SDF <br />JOB TITLE: ALPI14E RESTORATION <br />PIPE DATA (cont.) <br />PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. <br />END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. <br />NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) <br />Pipe: 52 -344.0 8.249 PL 18.00 PF 0.1 <br />TOR 18.0 0.0 20.2 0.0 2.1 120 FTG GA PE 7.8 <br />RB 0.0 0.0 28.0 0.0 0.001 TL 61.37 PV 0.0 <br />Pipe: 53 -344.0 8.270 PL 57.00 PF 0.0 <br />RB 0.0 0.0 28.0 0.0 2.1 140 FTG ---- PE -7.8 <br />DDCOUT 18.0 0.0 20.3 0.0 0.001 TL 57.00 PV 0.0 <br />Pipe: 54 FIXED PRESSURE LOSS DEVICE <br />DDCVIN 18.0 0.0 30.3 0.0 10.0 psi, 344.0 gpm <br />DDr_OUT 18.0 0.0 20.3 0.0 <br />Pipe: 55 -344.0 8.270 PL 40.00 PF 0.1 <br />DDCVIN 18.0 0.0 30.3 0.0 2.1 140 FTG TG PE 0.0 <br />SUPPLY 18.0 SRCE 30.4 (N/A) 0.001 TL 98.40 PV 0.0 <br />NOTES: <br />(1) Calculations were performed by the HASS 6.5.0 computer program <br />under license no. 3 C7133B granted by <br />HRS Systems, Inc. <br />4792 LaVista Road <br />Tucker, GA 30084 <br />(2) The system has been balanced to provide an average <br />imbalance at each node of 0.001 gpm and a maximum <br />imbalance at any node of 0.060 gpm. <br />(3) Velocity pressures are printed for information only, and are <br />not: used in balancing the system. Maximum water velocity <br />is 14.9 ft/sec at pipe 29. <br />(4) PIPE FITTINGS TABLE <br />Pipe Table Name: STANDARD.PIP <br />PAGE: A MATERIAL: S40 HWC: 120 <br />Diameter Equivalent Fitting Lengths in Feet <br />(in) E T L C B G A D <br />Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly <br />----------------------------•--------------------------- <br />N <br />NPTee <br />1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 <br />5.00 <br />
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