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1407 80TH ST SW 2025-12-02
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1407 80TH ST SW 2025-12-02
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Last modified
12/2/2025 11:52:10 AM
Creation date
11/18/2025 10:16:03 AM
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Address Document
Street Name
80TH ST SW
Street Number
1407
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 <br /> DATE: 7/11/2024\4 CALCULATIONS\HYDRAULIC CALC'S\ACHILLES EX MEZZ CALC.SDF <br /> JOB TITLE: Achilles <br /> Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) <br /> Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) <br /> To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) <br /> Pipe: 53 0.0 0.0 7.00 120 0.4 <br /> 19 9.9 22.9 44.2 1.500 ---- 0.00 -0.0 <br /> 18 9.9 22.5 44.2 1.682 7.00 0.057 0.4 <br /> Pipe: 54 0.0 44.2 18 1.75 120 2.5 <br /> El 9.9 25.4 46.4 1.500 T: 9.9 9.90 0.0 <br /> 19 9.9 22.9 90.5 1.682 11.65 0.213 2.5 <br /> Pipe: 55 0.0 0.0 5.25 120 0.1 <br /> 21 9.9 15.3 30.1 1.500 ---- 0.00 -0.0 <br /> 20 9.9 15.2 30.1 1.682 5.25 0.028 0.1 <br /> Pipe: 56 0.0 30.1 20 9.50 120 1.0 <br /> 22 9.9 16.3 31.5 1.500 ---- 0.00 -0.0 <br /> 21 9.9 15.3 61.6 1.682 9.50 0.105 1.0 <br /> Pipe: 57 0.0 61.6 21 9.50 120 2.2 <br /> 23 9.9 18.5 32.5 1.500 ---- 0.00 -0.0 <br /> 22 9.9 16.3 94.1 1.682 9.50 0.229 2.2 <br /> Pipe: 58 0.0 94.1 22 7.75 120 7.1 <br /> F1 9.9 25.6 33.6 1.500 T: 9.9 9.90 0.0 <br /> 23 9.9 18.5 127.8 1.682 17.65 0.403 7.1 <br /> Pipe: 59 0.0 0.0 7.00 120 0.8 <br /> S25 9.0 23.1 44.0 1.500 ---- 0.00 0.4 <br /> 24 9.9 22.4 44.0 1.682 7.00 0.056 0.4 <br /> Pipe: 60 11.20 53.9 Disch 1.75 120 2.5 <br /> F1 9.9 25.6 44.0 24 1.500 T: 9.9 9.90 -0.4 <br /> S25 9.0 23.1 97.9 1.682 11.65 0.247 2.9 <br /> Pipe: 61 0.0 0.0 5.25 120 0.2 <br /> 26 9.9 16.1 31.8 1.500 ---- 0.00 -0.0 <br /> 25 9.9 15.9 31.8 1.682 5.25 0.031 0.2 <br /> Pipe: 62 0.0 31.8 25 9.50 120 1.0 <br /> 27 9.9 17.1 31.5 1.500 ---- 0.00 -0.0 <br /> 26 9.9 16.1 63.2 1.682 9.50 0.110 1.0 <br /> Pipe: 63 0.0 63.2 26 9.50 120 2.2 <br /> 28 9.9 19.4 32.4 1.500 ---- 0.00 -0.0 <br /> 27 9.9 17.1 95.6 1.682 9.50 0.236 2.2 <br /> Pipe: 64 0.0 95.6 27 7.75 120 7.4 <br /> G1 9.9 26.7 34.3 1.500 T: 9.9 9.90 0.0 <br /> 28 9.9 19.4 130.0 1.682 17.65 0.416 7.3 <br />
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