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7220 201st St Ne_BLD1713_2025
CITY OF ARLINGTON INSPECTION CARD No building construction shall be commenced until permit holder INSPECTION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: CONTRACTOR: JOB ADDRESS: LOT NUMBER TYPE GROUP NATURE of WORK: USE of BUILDING: PERMIT No: DATE ISSUED: INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE(S) PASS FAIL INITIALS FOOTING BUILDING FOUNDATION (360) 403-3417 UNDERFLOOR SHEARWALL PLUMBING (groundwork) ROUGH PLUMBING GAS PIPING ROUGH HEATING & VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATED WALLS) CEILING GRID STRUCTURAL SLAB CROSS CONNECTION CONTROL IN PREMISE PUBLIC WORKS GRADING (360) 403-3457 TEMPORARY TECSP ASBUILTS APPROVED MAINTENANCE BOND STORM DRAINAGE SYSTEM PAVING, SIGNAGE & MARKINGS LANDSCAPING PLANNING CONDITIONS ONSITE UTILITIES WATER ONSITE UTILITIES SEWER Sewer OFFSITE UTILITIES WATER (360) 403-3508 OFFSITE UTILITIES SEWER SEWER PRETREATMENT Water CROSS CONNECTION CONTROL PREMISE (360) 403-3526 SIDE SEWER/ CLEANOUT/FINAL WATER SERVICE INSTALLATION WATER SERVICE FINAL FIRE DEPARTMENT (360) 403-3526 HYDRO/FLUSH (360) 403-3607 UNDERGROUND**INCL FDC (360) 403-3607 FIRE ALARM /AUTOMATIC SPRINKLER (360) 403-3417 HOOD SUPPRESSION SYSTEM (360) 403-3607 FINAL FIRE WALK-THROUGH (360) 403-3417 FINAL INSPECTION ALL SIGNATURE BLOCKS MUST BE COMPLETE STEADFAST STAR UNLIMITED MECHANICAL Professional Fire Protection Services, System Design and Installation P.O. BOX 1457 - MARYSVILLE,WASHINGTON 98270 SPRINKLER SCHEDULE & LEGEND MAIN FLOOR LAYOUT 1 UMI PO BOX 1457 MARYSVILLE, WA 98270 Job Name : STEADFAST CALC Drawing : Location : Remote Area : Contract : Data File : STEADFAST CALC.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C UMI Page 1 STEADFAST CALC Date 10-18-17 City Water Supply: Demand: C1 - Static Pressure : 98 D1 - Elevation : 7.363 C2 - Residual Pressure: 90 D2 - System Flow : 516.893 C2 - Residual Flow : 1838 D2 - System Pressure : 72.106 Hose ( Demand ) : 250 D3 - System Demand : 766.893 Safety Margin : 24.306 150 140 130 P 120 R 110 C1 E 100 C2 S 90 S 80 D2 U 70 D3 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary UMI Page 2 STEADFAST CALC Date 10-18-17 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 22½ 3 3½ 4 56810 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 000 011 112 2345 678 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 1012 15 1720 25 303550 607181 91101 121 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD UMI Page 3 STEADFAST CALC Date 10-18-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S1 12.0 8 10.02 na 25.32 0.2 125 7.0 S2 12.0 8 10.37 na 25.77 0.2 125 7.0 T1 12.0 11.93 na T2 12.0 11.71 na T3 12.0 11.64 na T4 12.0 11.64 na T5 12.0 11.65 na T6 12.0 11.71 na T7 12.0 11.9 na T8 12.0 12.34 na T9 12.0 13.37 na T10 12.0 14.37 na T12 12.0 22.02 na T13 12.0 30.08 na T14 25.0 32.35 na T15 25.0 44.12 na TOR 25.0 44.59 na SPIG 1.0 65.09 na UG1 -5.0 67.71 na BF -5.0 67.73 na CITY -5.0 72.11 na 250.0 S3 12.0 8 9.83 na 25.08 0.2 125 7.0 S4 12.0 8 10.18 na 25.53 0.2 125 7.0 S5 12.0 8 9.77 na 25.0 0.2 125 7.0 S6 12.0 8 10.12 na 25.45 0.2 125 7.0 S7 12.0 8 9.77 na 25.0 0.2 125 7.0 S8 12.0 8 10.12 na 25.44 0.2 125 7.0 S9 12.0 8 9.78 na 25.02 0.2 125 7.0 S10 12.0 8 10.13 na 25.46 0.2 125 7.0 S11 12.0 8 9.83 na 25.08 0.2 125 7.0 S12 12.0 8 10.18 na 25.53 0.2 125 7.0 S13 12.0 8 9.99 na 25.28 0.2 125 7.0 S14 12.0 8 10.35 na 25.73 0.2 125 7.0 S15 12.0 8 10.37 na 25.76 0.2 125 7.0 S16 12.0 8 10.74 na 26.21 0.2 125 7.0 S17 12.0 8 11.24 na 26.82 0.2 125 7.0 S18 12.0 8 11.64 na 27.29 0.2 125 7.0 S19 12.0 8 12.09 na 27.81 0.2 125 7.0 S20 12.0 8 12.52 na 28.3 0.2 125 7.0 T20 12.0 19.75 na The maximum velocity is 19.87 and it occurs in the pipe between nodes T13 and T14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 UMI Page 4 STEADFAST CALC Date 10-18-17 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf S1 12 8.00 25.32 1.5 0.0 10.250 100 10.016 to 0.0 0.0 0.0 S2 12 25.32 1.61 0.0 10.250 0.0350 0.359 Vel = 3.99 S2 12 8.00 25.77 1.5 T 5.71 6.410 100 10.375 to 0.0 5.710 0.0 T1 12 51.09 1.61 0.0 12.120 0.1283 1.555 Vel = 8.05 T1 12 -163.13 3 0.0 12.290 100 11.930 to 0.0 0.0 0.0 T2 12 -112.04 3.26 0.0 12.290 -0.0177 -0.217 Vel = 4.31 T2 12 50.61 3 0.0 12.750 100 11.713 to 0.0 0.0 0.0 T3 12 -61.43 3.26 0.0 12.750 -0.0059 -0.075 Vel = 2.36 T3 12 50.45 3 0.0 9.290 100 11.638 to 0.0 0.0 0.0 T4 12 -10.98 3.26 0.0 9.290 -0.0002 -0.002 Vel = 0.42 T4 12 50.44 3 0.0 7.000 100 11.636 to 0.0 0.0 0.0 T5 12 39.46 3.26 0.0 7.000 0.0026 0.018 Vel = 1.52 T5 12 50.49 3 0.0 4.830 100 11.654 to 0.0 0.0 0.0 T6 12 89.95 3.26 0.0 4.830 0.0118 0.057 Vel = 3.46 T6 12 50.61 3 0.0 7.000 100 11.711 to 0.0 0.0 0.0 T7 12 140.56 3.26 0.0 7.000 0.0269 0.188 Vel = 5.40 T7 12 51.01 3 0.0 9.290 100 11.899 to 0.0 0.0 0.0 T8 12 191.57 3.26 0.0 9.290 0.0477 0.443 Vel = 7.36 T8 12 51.97 3 0.0 13.790 100 12.342 to 0.0 0.0 0.0 T9 12 243.54 3.26 0.0 13.790 0.0743 1.024 Vel = 9.36 T9 12 54.11 3 0.0 9.290 100 13.366 to 0.0 0.0 0.0 T10 12 297.65 3.26 0.0 9.290 0.1078 1.001 Vel = 11.44 T10 12 56.11 3 T 14.388 37.250 100 14.367 to 0.0 14.387 0.0 T12 12 353.76 3.26 0.0 51.637 0.1482 7.653 Vel = 13.60 T12 12 163.13 4 3E 28.192 71.040 100 22.020 to 0.0 28.192 0.0 T13 12 516.89 4.26 0.0 99.232 0.0812 8.060 Vel = 11.64 T13 12 0.0 3 2E 13.428 13.000 100 30.080 to 0.0 13.429 -5.630 T14 25 516.89 3.26 0.0 26.429 0.2989 7.900 Vel = 19.87 T14 25 0.0 3 T 14.388 25.000 100 32.350 to 0.0 14.387 0.0 T15 25 516.89 3.26 0.0 39.387 0.2989 11.774 Vel = 19.87 T15 25 0.0 8 4E 60.353 82.880 100 44.124 to 0.0 60.353 0.0 TOR 25 516.89 8.249 0.0 143.233 0.0033 0.466 Vel = 3.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI Page 5 STEADFAST CALC Date 10-18-17 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf TOR 25 0.0 8 G 3.353 28.000 100 44.590 to 0.0 3.353 20.394 * * Fixed Loss = 10 SPIG 1 516.89 8.249 0.0 31.353 0.0033 0.102 Vel = 3.10 SPIG 1 0.0 10 L 24.108 11.000 140 65.086 to 0.0 24.108 2.599 UG1 -5 516.89 10.28 0.0 35.108 0.0006 0.021 Vel = 2.00 UG1 -5 0.0 10 0.0 35.000 140 67.706 to 0.0 0.0 0.0 BF -5 516.89 10.28 0.0 35.000 0.0006 0.020 Vel = 2.00 BF -5 0.0 10 Zac 0.0 85.000 140 67.726 to 0.0 0.0 4.329 * * Fixed Loss = 4.329 CITY -5 516.89 10.28 0.0 85.000 0.0006 0.051 Vel = 2.00 250.00 Qa = 250.00 CITY 766.89 72.106 K Factor = 90.31 S3 12 8.00 25.08 1.5 0.0 10.250 100 9.830 to 0.0 0.0 0.0 S4 12 25.08 1.61 0.0 10.250 0.0344 0.353 Vel = 3.95 S4 12 8.00 25.53 1.5 T 5.71 6.417 100 10.183 to 0.0 5.710 0.0 T2 12 50.61 1.61 0.0 12.127 0.1262 1.530 Vel = 7.98 0.0 T2 50.61 11.713 K Factor = 14.79 S5 12 8.00 25.00 1.5 0.0 10.250 100 9.768 to 0.0 0.0 0.0 S6 12 25.0 1.61 0.0 10.250 0.0341 0.350 Vel = 3.94 S6 12 8.00 25.45 1.5 T 5.71 6.417 100 10.118 to 0.0 5.710 0.0 T3 12 50.45 1.61 0.0 12.127 0.1253 1.520 Vel = 7.95 0.0 T3 50.45 11.638 K Factor = 14.79 S7 12 8.00 25.00 1.5 0.0 10.250 100 9.766 to 0.0 0.0 0.0 S8 12 25.0 1.61 0.0 10.250 0.0341 0.350 Vel = 3.94 S8 12 8.00 25.44 1.5 T 5.71 6.417 100 10.116 to 0.0 5.710 0.0 T4 12 50.44 1.61 0.0 12.127 0.1253 1.520 Vel = 7.95 0.0 T4 50.44 11.636 K Factor = 14.79 S9 12 8.00 25.02 1.5 0.0 10.250 100 9.781 to 0.0 0.0 0.0 S10 12 25.02 1.61 0.0 10.250 0.0342 0.351 Vel = 3.94 S10 12 8.00 25.46 1.5 T 5.71 6.417 100 10.132 to 0.0 5.710 0.0 T5 12 50.48 1.61 0.0 12.127 0.1255 1.522 Vel = 7.96 0.0 T5 50.48 11.654 K Factor = 14.79 S11 12 8.00 25.08 1.5 0.0 10.250 100 9.829 to 0.0 0.0 0.0 S12 12 25.08 1.61 0.0 10.250 0.0344 0.353 Vel = 3.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams UMI Page 6 STEADFAST CALC Date 10-18-17 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf S12 12 8.00 25.53 1.5 T 5.71 6.417 100 10.182 to 0.0 5.710 0.0 T6 12 50.61 1.61 0.0 12.127 0.1261 1.529 Vel = 7.98 0.0 T6 50.61 11.711 K Factor = 14.79 S13 12 8.00 25.28 1.5 0.0 10.250 100 9.989 to 0.0 0.0 0.0 S14 12 25.28 1.61 0.0 10.250 0.0349 0.358 Vel = 3.98 S14 12 8.00 25.74 1.5 T 5.71 6.417 100 10.347 to 0.0 5.710 0.0 T7 12 51.02 1.61 0.0 12.127 0.1280 1.552 Vel = 8.04 0.0 T7 51.02 11.899 K Factor = 14.79 S15 12 8.00 25.76 1.5 0.0 10.250 100 10.365 to 0.0 0.0 0.0 S16 12 25.76 1.61 0.0 10.250 0.0362 0.371 Vel = 4.06 S16 12 8.00 26.21 1.5 T 5.71 6.417 100 10.736 to 0.0 5.710 0.0 T8 12 51.97 1.61 0.0 12.127 0.1324 1.606 Vel = 8.19 0.0 T8 51.97 12.342 K Factor = 14.79 S17 12 8.00 26.82 1.5 0.0 10.250 100 11.237 to 0.0 0.0 0.0 S18 12 26.82 1.61 0.0 10.250 0.0389 0.399 Vel = 4.23 S18 12 8.00 27.29 1.5 T 5.71 6.417 100 11.636 to 0.0 5.710 0.0 T9 12 54.11 1.61 0.0 12.127 0.1427 1.730 Vel = 8.53 0.0 T9 54.11 13.366 K Factor = 14.80 S19 12 8.00 27.81 1.5 0.0 10.250 100 12.088 to 0.0 0.0 0.0 S20 12 27.81 1.61 0.0 10.250 0.0417 0.427 Vel = 4.38 S20 12 8.00 28.31 1.5 T 5.71 6.417 100 12.515 to 0.0 5.710 0.0 T10 12 56.12 1.61 0.0 12.127 0.1527 1.852 Vel = 8.84 0.0 T10 56.12 14.367 K Factor = 14.81 T1 12 163.13 3 6L 28.775 177.888 100 11.930 to T 14.388 43.162 0.0 T20 12 163.13 3.26 0.0 221.050 0.0354 7.824 Vel = 6.27 T20 12 0.0 3 T 14.388 49.630 100 19.754 to 0.0 14.387 0.0 T12 12 163.13 3.26 0.0 64.017 0.0354 2.266 Vel = 6.27 0.0 T12 163.13 22.020 K Factor = 34.76 Computer Programs by Hydratec Inc. 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