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PP - 13302 56TH AVE S - HIGH COUNTRY HOMES / LOT 3 RESIDENCE - PERMITS AND PLANS
13302 56th AVE S ASSOCIATED PERMITS 13-5-152 DESIGN SER A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 P 14,10 eilrb - ► J fipGn' IX :1P ms Tooter, L.L. Job Name : TUKWILA LOT 3 - Two Head Calculation (H.2 & H.6) Drawing Location : 13302 56TH AVE S TUKWILA WA 98178 Remote Area : Contract : 130610-05 Data File : 130610-05 Tukwila Lot 3.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-Pex Design Services, Inc. -EP Page 1 TUKWILA LOT 3-- Two Head Calculation (H.2 & H.6) Date 6/10/2013 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT 3 Location - TUKWILA WA 98178 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL Date - 6-10-13 System No. - Contract No. - 130610-05 Drawing No. - Non -Combustible Ceiling Height S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point Listed Pres. at Start Point - 7 D MAXIMUM LISTED SPACING 16 E Domestic Flow Added S Additional Flow Added I Elevation at Highest Outlet G Note: N - 13 Gpm Psi x 16 - 0 Gpm - Gpm - 116 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make SENJU SPRINKLER Model RC -RES -S2 Size 7/16 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 26.2072 Summary C -Factor Used: Psi Required 60.2 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) CO 1- 0 N 0 NZZO 0) 4-, 0303 a0 al ets N 2 c 0 4- CO 3 0 io 0 a .o wal o c = O ui aa)) I- V . co ,0 I— , J a) g 0 5 0 Y CL ¢F- o)NN co N co O n N N N u)) m 3„'^E o oo cU Q. c0 c °EEE E'5 asa) a) N a) m ID IDN0>.2 wto(A"to 1 1 1 0 1 11T -NN 0 C CO cp00020fn E a) 0 0 0100 CS) COCO ('(3 3 y N O haw T6 To a.0 O :O (nr00 Y 1 1 1 0 0 0 Z" 0 N 0 r 0 N 0 03 0 to sr M CO.- 0 0 0 0 0Is-O 0 0 0 0 0 c re w cn CO D CC w 0 to V 0 0 et 0 10 CO 0 10 N 0 0 N 0 10 a- 0 a- 0 SO Fittings Used Summary M O N O MCO CO CCS a0 0 C E gZ J• ca c � M N (Oa—a-000 •0 m— . 0)000 0 a- va3C000 tO M C, - SZ 0 0 0 N(0(0000 NOC) 000 00 ICI • V CCI 000 Y- M CCI O OO Csi • N N 0 0 0 m- N N 0 0 0 • e— m- 0 0 0 Ise—. -000 CD m- 0 0 0 0 CO S. 0 tea- C0.- -N MtOCr) Nr N .— 0 .- '- N r N .— ' .— N N . M M N e- • • W C9 1-» Units Summary 0 :: c CCO 3 Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP TUKWILA LOT 3 - Two Head Calculation (H.2 & H.6) Page 4 Date 6/10/2013 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.945 26.21 60.201 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 116.0 H.1 116.0 T.30 116.0 H.5 116.0 H.10 116.0 H.14 116.0 T.36 116.0 T.45 116.0 T.44 116.0 T.46 108.0 T.43 108.0 S.1 104.0 PRV 100.0 MTR 100.0 STR 100.0 T.31 116.0 T.32 116.0 T.34 108.0 T.39 108.0 T.41 108.0 H.6 116.0 H.12 116.0 H.20 116.0 T.37 116.0 H.4 116.0 T.33 116.0 H.11 116.0 T.35 116.0 H.19 116.0 T.38 116.0 H.22 116.0 H.27 116.0 H.26 116.0 T.47 116.0 H.23 116.0 H.17 108.0 H.15 108.0 H.9 108.0 H.3 108.0 H.8 108.0 H.13 108.0 H.16 108.0 4.9 4.9 7.0 7.45 7.71 7.9 8.54 8.99 9.18 9.7 10.66 15.99 16.36 27.29 32.59 38.68 60.2 7.36 8.76 15.05 15.27 15.68 7.3 8.17 9.44 9.7 8.87 8.9 8.98 9.05 9.06 9.7 9.7 9.7 9.7 9.7 9.7 15.07 15.11 15.18 15.28 15.44 15.52 15.58 12.96 13.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP TUKWILA LOT 3 - Two Head Calculation (H.2 & H.6) Page 5 Date 6/10/2013 NODE ANALYSIS (cont) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 108.0 H.21 108.0 T.40 108.0 T.42 108.0 H.24 108.0 H.28 108.0 H.29 108.0 H.25 108.0 15.61 15.66 15.68 15.7 15.76 15.85 15.89 15.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP TUKWILA LOT 3 - Two Head Calculation (H.2 & H.6) Page 6 Date 6/10/2013 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** H.2 5.94 0.862 1 Utr 2.0 17.000 7.000 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.1 5.94 0.0237 0.0 19.000 0.450 Vel = 3.27 H.1 0.0 0.862 1 Utr 2.0 9.000 7.450 to 150.0 0.0 2.000 0.0 T.30 5.94 0.0237 0.0 11.000 0.261 Vel = 3.27 T.30 0.0 0.862 1 Utr 2.0 6.000 7.711 to 150.0 0.0 2.000 0.0 H.5 5.94 0.0238 0.0 8.000 0.190 Vel = 3.27 H.5 0.0 0.862 1 UeI 11.0 15.000 7.901 to 150.0 0.0 12.000 0.0 H.10 5.94 0.0237 0.0 27.000 0.640 Vel = 3.27 H.10 0.0 0.862 1 UeI 11.0 7.000 8.541 to 150.0 0.0 12.000 0.0 H.14 5.94 0.0237 0.0 19.000 0.451 Vel = 3.27 H.14 0.0 0.862 1 Utr 2.0 6.000 8.992 to 150.0 0.0 2.000 0.0 T.36 5.94 0.0236 0.0 8.000 0.189 Vel = 3.27 T.36 2.67 0.862 1 Utr 2.0 9.000 9.181 to 150.0 0.0 2.000 0.0 T.45 8.61 0.0471 0.0 11.000 0.518 Vel = 4.73 T.45 0.08 0.862 1 Utb 17.0 6.000 9.699 to 150.0 0.0 14.000 0.0 T.44 8.69 0.0479 0.0 20.000 0.958 Vel = 4.78 T.44 0.0 0.862 1 Utr 2.0 23.000 10.657 to 150.0 1 Utb 17.0 16.000 3.465 T.46 8.69 0.0479 0.0 39.000 1.868 Vel = 4.78 T.46 2.24 0.862 1 Utr 2.0 3.000 15.990 to 150.0 0.0 2.000 0.0 T.43 10.93 0.0734 0.0 5.000 0.367 Vel = 6.01 T.43 15.28 0.862 1T 7.528 8.000 16.357 to 150.0 1 Utb 17.0 16.904 1.732 S.1 26.21 0.3694 0.0 24.904 9.200 Vel = 14.41 S.1 0.0 0.862 1E 3.764 5.000 27.289 to 150.0 1T 7.528 4.646 1.732 PRV 26.21 0.3696 1G 1.882 9.646 3.565 Vel = 14.41 PRV 0.0 1.61 2E 12.089 50.000 32.586 to 150.0 0.0 12.089 5.000 * Fixed loss = 5 MTR 26.21 0.0176 0.0 62.089 1.094 Vel = 4.13 MTR 0.0 0.785 2E 4.773 15.000 38.680 to 150.0 0.0 4.773 10.000 * Fixed loss = 10 STR 26.21 0.5827 0.0 19.773 11.521 Vel = 17.37 0.0 26.21 60.201 K Factor = 3.38 H.2 7.02 0.862 1 Utr 2.0 9.000 7.000 to 150.0 0.0 2.000 0.0 T.31 7.02 0.0324 0.0 11.000 0.356 Vel = 3.86 T.31 4.27 0.862 1 Utb 17.0 4.000 7.356 to 150.0 0.0 14.000 0.0 T.32 11.29 0.0777 0.0 18.000 1.399 Vel = 6.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 7 TUKWILA LOT 3 - Two Head Calculation (H.2 & H.6) Date 6/10/2013 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn .***..* Notes ****"" T.32 -2.67 0.862 2Utb 34.0 32.000 8.755 to 150.0 0.0 28.000 3.465 T.34 8.62 0.0472 0.0 60.000 2.832 Vel = 4.74 T.34 -2.25 0.862 1 Utr 2.0 6.000 15.052 to 150.0 0.0 2.000 0.0 T.39 6.37 0.0270 0.0 8.000 0.216 Vel = 3.50 T.39 8.90 0.862 1 Utr 2.0 1.000 15.268 to 150.0 0.0 2.000 0.0 T.41 1527 0.1360 0.0 3.000 0.408 Vel = 8.39 T.41 0.0 0.862 1 Utr 2.0 3.000 15.676 to 150.0 0.0 2.000 0.0 T.43 15.27 0.1362 0.0 5.000 0.681 Vel = 8.39 0.0 15.27 16.357 K Factor = 3.78 T.31 -4.26 0.862 lUtr 2.0 2.000 7.356 to 150.0 0.0 2.000 0.0 H.6 -4.26 -0.0130 0.0 4.000 -0.052 Vel = 2.34 H.6 13.24 0.862 1 Utr 2.0 15.000 7.304 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.12 8.98 0.0509 0.0 17.000 0.866 Vel = 4.94 H.12 0.0 0.862 1 UeI 11.0 13.000 8.170 to 150.0 0.0 12.000 0.0 H.20 8.98 0.0510 0.0 25.000 1.274 Vel = 4.94 H.20 0.0 0.862 1 Utr 2.0 3.000 9.444 to 150.0 0.0 2.000 0.0 T.37 8.98 0.0510 0.0 5.000 0.255 Vel = 4.94 T.37 -0.08 0.862 2Utb 34.0 14.000 9.699 to 150.0 0.0 28.000 3.465 T.39 8.9 0.0501 0.0 42.000 2.104 Vel = 4.89 0.0 8.90 15.268 K Factor = 2.28 T.32 2.67 0.862 1 UeI 11.0 8.000 8.755 to 150.0 1 Utr 2.0 14.000 0.0 H.4 2.67 0.0054 0.0 22.000 0.119 Vel = 1.47 H.4 0.0 0.862 1 Utr 2.0 3.000 8.874 to 150.0 0.0 2.000 0.0 T.33 2.67 0.0054 0.0 5.000 0.027 Vel = 1.47 T.33 0.0 0.862 1 Utr 2.0 13.000 8.901 to 150.0 0.0 2.000 0.0 H.11 2.67 0.0054 0.0 15.000 0.081 Vel = 1.47 H.11 0.0 0.862 1 Utr 2.0 10.000 8.982 to 150.0 0.0 2.000 0.0 T.35 2.67 0.0053 0.0 12.000 0.064 Vel = 1.47 T.35 0.0 0.862 1 Utr 2.0 1.000 9.046 to 150.0 0.0 2.000 0.0 H.19 2.67 0.0057 0.0 3.000 0.017 Vel = 1.47 H.19 0.0 0.862 1 Utb 17.0 8.000 9.063 to 150.0 0.0 14.000 0.0 T.36 2.67 0.0054 0.0 22.000 0.118 Vel = 1.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP Page 8 TUKWILA LOT 3 - Two Head Calculation (H.2 & H.6) Date 6/10/2013 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn **Stir*** Notes ****** 0.0 2.67 9.181 K Factor = 0.88 T.37 0.08 0.862 1 Utr 2.0 5.000 9.699 to 150.0 0.0 2.000 0.0 T.38 0.08 0.0 0.0 7.000 0.0 Vel = 0.04 T.38 0.0 0.862 1 UeI 11.0 6.000 9.699 to 150.0 0.0 12.000 0.0 H.22 0.08 0.0 0.0 18.000 0.0 Vel = 0.04 H.22 0.0 0.862 1 Uel 11.0 10.000 9.699 to 150.0 0.0 12.000 0.0 H.27 0.08 0.0 0.0 22.000 0.0 Vel = 0.04 H.27 0.0 0.862 0.0 12.000 9.699 to 150.0 0.0 0.0 0.0 H.26 0.08 0.0 0.0 12.000 0.0 Vel = 0.04 H.26 0.0 0.862 1 UeI 11.0 15.000 9.699 to 150.0 0.0 12.000 0.0 T.47 0.08 0.0 0.0 27.000 0.0 Vel = 0.04 T.47 0.0 0.862 1 Utr 2.0 3.000 9.699 to 150.0 0.0 2.000 0.0 H.23 0.08 0.0 0.0 5.000 0.0 Vel = 0.04 H.23 0.0 0.862 1 Utr 2.0 1.000 9.699 to 150.0 0.0 2.000 0.0 T.45 0.08 0.0 0.0 3.000 0.0 Vel = 0.04 0.0 0.08 9.699 K Factor = 0.03 T.34 2.25 0.862 lUtr 2.0 2.000 15.052 to 150.0 0.0 2.000 0.0 H.17 2.25 0.0040 0.0 4.000 0.016 Vel = 1.24 H.17 0.0 0.862 1 Utr 2.0 8.000 15.068 to 150.0 0.0 2.000 0.0 H.15 2.25 0.0039 0.0 10.000 0.039 Vel = 1.24 H.15 0.0 0.862 1 Utr 2.0 16.000 15.107 to 150.0 0.0 2.000 0.0 H.9 2.25 0.0039 0.0 18.000 0.071 Vel = 1.24 H.9 0.0 0.862 1 UeI 11.0 14.000 15.178 to 150.0 0.0 12.000 0.0 H.3 2.25 0.0039 0.0 26.000 0.102 Vel = 1.24 H.3 0.0 0.862 1 UeI 11.0 26.000 15.280 to 150.0 lUtr 2.0 14.000 0.0 H.8 2.25 0.0039 0.0 40.000 0.157 Vel = 1.24 H.8 0.0 0.862 1 UeI 11.0 10.000 15.437 to 150.0 0.0 12.000 0.0 H.13 225 0.0039 0.0 22.000 0.086 Vel = 1.24 H.13 0.0 0.862 1 Utr 2.0 12.000 15.523 to 150.0 0.0 2.000 0.0 H.16 2.25 0.0039 0.0 14.000 0.055 Vel = 1.24 H.16 0.0 0.862 1 Utr 2.0 7.000 15.578 to 150.0 0.0 2.000 0.0 H.18 2.25 0.0040 0.0 9.000 0.036 Vel = 1.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams i4-Pex Design Services, Inc. -EP TUKWILA LOT '3 - Two Head Calculation (H.2 & H.6) Page 9 Date 6/10/2013 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn int **kirk Notes ****** H.18 0.0 0.862 1 Utr 2.0 10.000 15.614 to 150.0 0.0 2.000 0.0 H.21 2.25 0.0039 0.0 12.000 0.047 Vel = 1.24 H.21 to T.40 0.0 2.25 0.862 150.0 0.0038 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 15.661 0.0 0.015 Vel = 1.24 T.40 to T.42 0.0 2.25 0.862 150.0 0.0040 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 15.676 0.0 0.020 Vel = 1.24 T.42 to H.24 0.0 2.25 0.862 150.0 0.0039 1UeI 11.0 0.0 0.0 5.000 12.000 17.000 15.696 0.0 0.067 Vel = 1.24 H.24 to H.28 0.0 2.25 0.862 150.0 0.0039 1 Uel 11.0 0.0 0.0 10.000 12.000 22.000 15.763 0.0 0.086 Vel = 1.24 H.28 to H.29 0.0 2.25 0.862 150.0 0.0039 0.0 0.0 0.0 10.000 0.0 10.000 15.849 0.0 0.039 Vel = 1.24 H.29 to H.25 0.0 2.25 0.862 150.0 0.0040 1 UeI 11.0 0.0 0.0 10.000 12.000 22.000 15.888 0.0 0.087 Vel = 1.24 H.25 to T.46 0.0 2.25 0.862 150.0 0.0038 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 15.975 0.0 0.015 Vel = 1.24 0.0 2.25 15.990 K Factor = 0.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TUKWILA LOT 3 13302 56TH AVE S APEX DESIGN SERVICES FIRE SPRINKLER PLAN