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HomeMy WebLinkAboutPP - 16813 SOUTHCENTER PKWY - SOUTHCENTER RETAIL BLDG - PERMITS AND PLANS16813 SOUTHCENTER PKWY ASSOCIATED PERMITS 900-170 900-157 Hydraulic Des igri Irnform t ion Sheet Name:SOUTHCENTER BLD A Date:6-7-90 Location:16813 SOUTHCENTER PARKWAY TUKWILA WA 98188 Contractor:WESTERN STATES FIRE PROTECTION Telephone: 206-453-8410 1940 116TH NE BELLEVUE WA 98004 Calculated By:ROB TRAPP Contract No.:98626 Construction: COMBUSTIBLE Drawing No.:1 OF 2 Occupancy: SPEC. RETAIL STORES Ceiling Height:Varies System No.:1 System Design Code:NFPA # 13 Review Agency:WSRB,TUKWILA FIRE DT Area of Sprinkler Operation:3000 Density (gpm/,sq.ft.):.13 Area Per Sprinkler:130 Hose Allowance gpm Insidej50� r Hose Allowance gpm Outside:750 ' Rack Sprinkler Allowance: Ca1cu1a.tion Summary System Type:WET Sprinkler or Nozzle Make:GEM Model:F950 Size: 1/2 K-factor:5.6 Temperature Rating:212 Requires 1438.8 gpm at 45.69 psi at CONNECTION TO SUPPLY Interior C-factor:120 Underground C-factor:140 Water Supply Test Information Test by:CITY FIRE DEPT Date:4-25-90 Time: Location:CONNECTION TO Elevation: Static Pressure:147 Residual Pressure:110 Flow:1447 SUPPLY HYD#169 Storage Details: Pump Data Type: Elevation: Rated Psi: Rated Gpm: Well Proof Flow: Tank Data Elevation: Size: Commodity: Location: Storage Height: Single, Double, or Multi Row: Pallet Type: Storage Method: %Solid Piled: Longitudinal Flue Spacing: Horiz.Barriers Provided?: 0 TUKWILA FIRE DEPARTMEVT Please call: 575-4407 and give this joa 411d e act aiti ce„ Lit —1.1 • 0,P;VZa at, restaratiur Class: Storage Area: Clearance to Ceiling: Aisle Width: Encapsulated?: %Palletized: %Rack: Transverse Flue Spacing: RECEIVED JUN 1 8 '990 170.0 160.0_ 150.0_ 140.0_ * 130.0 120.0_ 110.0_ 100.0_ 90,0 80.3 70.0 60.0 50.0 40.0 30.0 20.0 10.07 0.0 . ( 45.7 a 1439) I I I I , I 0 800 1200 1600 2000 2400 2800 3200 3600 Pressure vs. Flow 147.00 0.00 110.00 1447.00 0 3050.10 S O U T H C E N T E R BEAD A 16813 S O U T H C E N T E R PARKWAY T U KW I L A WA 98188 J o b N u m b r: 9 8 6 2 6 6-7-90 SUMMARY 0 F HYDR AUL 1 C CA LCU L A T 1 ONS F 0 R SOUTHCENTER BLD A 16813 SOUTHCENTER PARKWAY TUKWILA WA 98188 Job No:98626 Suomi t.7.1. --ed By WESTERN STATES FIRE PROTECTION 1940 116TH NE BELLEVUE WA 98004 Design Specifications Density . Design Area: 3000.00 Water Supply Information 0.130 147.00 psi @ 0.00 gpm 110.00 psi @ 1447.00 gpm System Demand + Total Demand_ 1438_8 gpm @ 45 System safety factor : 64.69 Notes: 45.69 psi 688.8 gpm 750.0 gpm Hose 69 psi psi List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Code:Description Code:Description A : Alarm Va H : B : Butt'flyVa I : C : Check Va J : D : DryPipeVa K : E : Std. Elbow L : LongTurnEl F : Deluge Va_ M : G : Gate Va N : Std. Tee , and one Code:Description O : P : Q . R : S : T : Std. Tee U . Check Va Code:Description ✓ . W : X : Det. Chk. Y : Z : BACKFLOW Calcs By: ROB TRAPP Checked: 6-7-90 Page: 1 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 •Summary of Sprinkler and Hose Flows Job No:98626 SOUTHCENTER BLD A Design density: .13 Supplied flow and pressure is based on 45.69 psi available at supply ( 110.39 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. Al2 37.36 37.36 0.00 250.0 250.0 0.0% Al2 S01 9.27 9.27 5.29 16.1 14.6 10.3% S01 SO2 7.89 7.89 5.29 14.9 14.6 2.1% SO2 S03 7.59 7.59 5.29 14.6 14.6 0.0% S03 SO4 7.56 7.56 5.29 14.6 14.6 0.0% SO4 S05 7.61 7.61 5.29 14.6 14.6 0.0% S05 S06 7.94 7.94 5.29 14.9 14.6 2.1% S06 S07 8.78 8.78 5.29 15.7 14.6 7.5% S07 S08 11.57 11.57 5.29 18.0 14.6 23.3% S08 S09 9.77 9.77 5.29 16.5 14.6 13.0% S09 S10 8.82 8.82 5.29 15.7 14.6 7.5% S10 S11 8.45 8.45 5.29 15.4 14.6 5.5% S11 S12 8.42 8.42 5.29 15.4 14.6 5.5% S12 S13 8.45 8.45 5.29 15.4 14.6 5.5% S13 S14 8.78 8.78 5.29 15.7 14.6 7.5% S14 S15 9.65 9.65 5.29 16.4 14.6 12.3% S15 S16 11.36 11.36 5.29 17.8 14.6 21.9% S16 S17 9.87 9.87 5.29 16.6 14.6 13.7% S17 S18 8.91 8.91 5.29 15.8 14.6 8.2% S18 S19 8.54 8.54 5.29 15.4 14.6 5.5% S19 S20 8.51 8.51 5.29 15.4 14.6 5.5% S20 S21 8.55 8.55 5.29 15.5 14.6 6.2% S21 S22 8.88 8.88 5.29 15.8 14.6 8.2% S22 S23 9.77 9.77 5.29 16.5 14.6 13.0% S23 S24 11.49 11.49 5.29 17.9 14.6 22.6% S24 S25 13.30 13.30 5.29 19.3 14.6 32.2% S25 S26 13.32 13.32 5.29 19.3 14.6 32.2% S26 S27 13.73 13.73 5.29 19.6 14.6 34.2% S27 Calcs By: ROB TRAPP Checked: 6-7-90 Page: 2 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flaw Diagram for SOUTHCENTER BLD A C01)>>>D01)>>)S01)))>502)>)>S03>)))SO4((((S05((((S06(M S07((((S08((((((((((((((((((((((((((((((((((((((((((((((901((((A01 52.3 52.3 36.2 21.4 6.8 7.8 22.4 37.3 53.0 71,0 71.0 52.3 71.0 CO2))))D02))>)809))))S10))))S11))))S12((((S13((((S14((((S15((((S16((((((((((((((((((((((((((((((((((((((((((((((902((((A02 56.0 56.0 39.5 23.8 8.5 6.9 22.3 38.0 54.4 72.2 72.2 108.4 143.2 CO3)>>)D03)>)>S17))>)S18>))>S19)>>>S20((((S21((((S22((((S23((((S24((((((((((((((((((((((((((((((((((((((((((((((803((((103 56.3 56.3 39.7 23.9 8.5 7.0 22.4 38.2 54.7 72.7 72.7 164.7 215.9 C04)))>D04)))>S25((((S26((((S27((((((((((((c((((C(((((((((((((((((((((((((((((((((((((((((((((((C(t(((((((((((((904((((A04 13.7 13.7 5.7 25.0 44.6 44,6 178.3 260.5 C05((((005((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((905((((A05 31 8 31.8 31.8 146.5 292.3 C06((((006((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((t((((“ (((((((806((((A06 33.4 33.4 33.4 113.2 325.6 C07((t(Dal(((((t(((((((((((((((((((((((((((((((((((((((((((“(((((((((((((((t((((((((((t((((((((((((((((((((((((807((((A07 35.5 35.5 35 5 77.7 361.1 C08((((008((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((908((((A08 37,5 37.6 37.6 40.1 398.7 C09((((D09(((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((c((909((((A09 40.1 40.1 40 1 438.8 A10 Path Summary Printout for SOUTHCENTER BLD A Job No:98626 6-7-90 System:1 Path No:1 FR! emait: e to Supply Principal path Feeds Path:2 at Pt:A02, Path:3 at Pt:A03, Path:4 at Pt:A04, Path:5 at Pt:A09 Drawing:1 OF 2 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. C01 12.83 13.63 13.63 001 13.50 12.28 12.28 901 13.50 9.27 9.27 5.29 16.1 SO2 13.50 7.89 7.89 5.29 14.9 903 13.50 7.59 7.59 5.29 14.6 SO4 13.50 7.55 7.55 5.29 14.6 SO5 13.50 7.51 7.61 5.29 14,6 SO6 13.50 7.94 7.94 5.29 14.9 307 13.50 8.78 8,78 5.29 15.7 SO8 13.50 11.57 11.57 5.29 18.0 801 13.50 17.55 17.55 A01 12.83 19.70 19.70 A02 12.83 19.75 19.75 72.2 A03 12.83 19.97 19.97 72.7 A04 12.83 20.86 20.86 44.6 A05 12.83 22.49 22.49 31.3 A05 12.83 23.53 23.53 33,4 A07 12.83 24.65 24.65 35.5 A08 12.83 25.82 25.82 27.6 A09 12.33 27.23 27.23 40.1 A1v 35.15 35.115 All 4.00 25.40 35.40 -52.3 -52.3 -36.2 -21.4 -6.8 7.8 1 22.4 37,3 53.0 71.0 71,0 7,.00 II 143.2 215.9 260.5 292.3 325.6 361.1 218.Q7 438.0 438.8 438.3 10.11 10.11 7,00 4,13 1.32 1.50 4,32 ,20 10.23 13.71 13.71 2.72 5.49 9,28 9.98 11.20 12.48 13.84 15.323 3.85 11.03 11.03 1.452 1.452 1.452 1.452 1.452 1.452 1.452 1.452 1.452 1.452 1.452 3.260 3.260 3.260 3.260 3.260 3.260 3.260 3.LJI 250 4.250 4.026 4.025 0.67 T 13.00 T 11.25 2E 10.00 10.00 10.00 10.00 10.00 11.25 2E 15.50 T 0.67 T 8.50 11.12 11.12 2L 17.08 2L 14.00 12.33 10.57 10.57 43.00 2L 6.17 AG 4.00 Al2 37.36 37.36 250.0 688.3 4.14 5,220 210.00 SETGZ 9 45.59 Path NJ cp 2 G r i d L i ne Fed by path No.1 (C:120) 5.00 6.67 0.158 -1,06 -0.29 (-0.67 )12.28 6.00 19.00 0.158 -3.01 9.27 6.00 17.25 0.080 -1.38 7.89 10.00 0.030 -0.30 7.59 10.00 0.004 -0.04 7.56 10.00 0.005 0.05 7.61 10.00 0.033 3.32 7.94 10.00 0.085 0.85 8.78 5.00 17.251, 0.162{ 2.79 11.57 5.00 21.50 0,278 5.98 17.55 5.00 5.67 0.278 1.86 0.29 ( 0.67 )19,70 3.50 0.005 0.05 19.75 11.12 0.020 0.22 19.97 10,00 21.12 0.042 0.90 20.86 10,00 27.08 0.050 1.63 22.49 14.00 0.074 1.04 23.53 12.33 0.031 1.12 24.65 10.57 0.110 1.17 25.82 10.67 0.132 1.41 27.23 12.00 55.00 0.043 2.35 5.57 (12.83 )35.15 29.00 35.17 0.055 1.98 -1.74 (-4.00 )35.40 4.00 0.056 0.23 1.74 ( 4.00 )37.36 (C:140) 2565.57 2775.57 0.003 8.33 001 S01 SO2 S03 SO4 S05 S06 907 908 901 A01 A02 A03 A04 A05 A06 A07 A08 A09 A10 A11 Al2 45.69 S Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. CO2 12.83 13.65 13.65 -56.0 10.83 1.452 0.67 T 002 13.50 12.16 12.16 -56.0 10.83 1.452 7.33 T 509 13.50 9.77 9.77 5.29 16.5 -Z9.5 7.54 1.452 10.00 510 13.50 3.32 8.82 5.29 15.7 -23.8 4.51 1.452 10.00 911 13.50 8.45 8.45 5.29 15.4 -8.5 1.64 1.452 10.00 512 13.50 8.42 8.42 5.29 15.4 6.9 1.33 1.452 10.00 S13 13.50 8.45 8.45 5.29 15.4 22.3 4.30 1.452 10.00 514 13.50 8.78 8,78 5.29 15.7 38.0 7.34 1.452 10.00 515 13.50 9.65 9.65 5.29 16.4 54.4 10.51 1.452 10.00 S16 13.50 11.36 11.36 5.29 17.8 72.2 13.96 1.452 15.50 T 802 13.50 17.54 17.54 72.2 13.96 1.452 0.67 7 A02 12.83 19.75 (C:120) 5.00 6.67 0.180 -1.20 -0.29 (-0,67 )12.16 002 6.00 13.33 0.180 -2.40 9.77 309 10.00 0.094 -0.94 8.82 910 10.00 0.037 -0.37 8.45 511 10.00 0.005 -0.05 8.42 512 10.00 0.004 0.04 8.45 513 10.00 0.033 0.33 8.78 514 10.00 0.087 0.37 9.65 S15 10.00 0.170 1.70 11.36 S16 6.00 21.50 0.288 6.18 17.54 802 5.00 6.67 0.288 1.92 0.29 ( 0.67 )19.75 A02 Calcs By:ROB TRAPP Checked By: Page: P-01 Ser -*310126* HvnPrcaln Prnaram by f:rnw1Av 0acian Grnun_ (215)-337-7060 Path Summary Printout for SOUTHCENTER BLD A Job No:98626 6-7-90 System:1 Path N o 3 Grid L i n e Fed by path No.1 Drawing:1 OF 2 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. CO3 12.83 13.78 13.78 -56.3 10,88 1.452 0.67 T 003 13.50 12.28 12.28 -56.3 10.88 1.452 7.33 T 817 13.50 9.87 9.87 5.29 16.6 -39.7 7.68 1.452 10.00 818 13.50 8.21 3.91 5.29 15.8 -23.9 4.63 1.452 10.00 S19 13.50 8.54 8.54 5.29 15.4 -8.5 1.64 1.452 10.00 S20 13.50 8.51 8.51 5.29 15.4 7.0 1.34 1.452 10.00 S21 13.50 8.55 8.55 5.29 15.5 22.4 4.34 1.452 10.00 S22 13.50 3.88 8.38 5.29 15.8 38.2 7.38 1.452 10.00 S23 13.50 9,77 9.77 5.29 16.5 54.7 10.58 1.452 10.00 S24 13.50 11.49 11.49 5.29 17.9 72.7 14.04 1.452 15.50 i 803 13.50 17.74 17.74 72.7 14.04 1.452 0.57 T A03 12.83 19.37 Pat h Nd. 4 GT i d L i n e Fed by path No.1 (C:120) 6.00 6.67 0.181 -1.21 -0.29 (-0.67 )12.28 003 6.00 13.33 0.181 -2.42 9.87 817 10.00 0.095 -0.95 8.91 818 10.00 0.037 -0.27 8.54 819 10.00 0.005 -0.05 8.51 S20 10.00 0.004 0.04 8.55 S21 10.00 0.033 0.33 8.88 822 10.00 0.088 0.38 9.77 823 10.00 0.172 1.12 11.49 824 5.00 21.50 0.291 6.25 17,74 303 6.00 6.67 0.291 1.94 0.29 ( 0.67 )19.97 A03 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. e 07 -13 72.54 1 ,52 0.67 7 04 12.83 14.01 1.01 � .��.Y 004 13.50 13.59 13.69 -13.7 2.54 1.452 26.50 7 825 13.50 13.00 13.20 5.29 19.3 5.7 1.09 1.452 10.00 S26 13.50 13.22 '3.32 5.29 19.3 25.0 4.83 1.452 10.00 827 13.50 13.73 13.73 5.29 19.6 44.5 8.61 1.452 45.50 T 304 13.50 19.79 19.79 44.6 3.51 1.452 0.67 T A04 12.83 20.86 P a t h N o_ 5 F a r M a i n Fed by path No.1 (0:120) 5.00 6.67 0.013 -0.09 -0.29 (-0,67 )13.69 D04 6.00 32.50 0.013 0.40 13.30 825 10.00 0.003 0.03 13.32 826 10.00 0.040 0.40 13.73 S27 6.00 51.50 0.118 6.06 19.79 804 6.00 6.67 0.1113 0.19 0.29 ( 0.57 )20.86 A04 Ref Elev. Pressure (psi) K Flaw (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. C01 12.83 13.53 CO2 12.83 12.55 CO3 12.83 13.78 C24 12.83 14.01 C05 12.83 14.44 CO6 12.83 14.73 C07 12.83 14.89 C08 12.83 14.96 13.53 52.3 2.01 3.260 8.50 13.65 56.0 108.4 4.15 3.260 11.12 13.78 56.3 164.1 6.31 3.260 11.12 14.07 13.7 178.3 6.84 3.260 12.52 14.44 -31.8 146.5 5.62 3.260 14.00 14.73 -33.4 113.2 4.34 3.260 12.33 14.89 -35.5 77.7 2.98 3.260 10.67 14.96 -37.6 40.1 1.54 3.260 10.67 (C:120) 8.50 0.003 0.03 11.12 0.012 13 11.12 0.026 0.29 12.52 0.030 0.37 14.00 0.021 0.29 12.33 0,013 0.15 10.67 0.006 0.07 10.67 0.002 0.02 13.65 CO2 13.78 CO3 14.07 C04 14.44 CO5 14.73 CO6 14.89 007 14.96 C08 14.98 C09 Calcs By:ROB TRAPP Checked By: Page: P-02 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 • Path Summary Printout for SOUTHCENTER BLD A Job No:98626 6-7-90 System:1 Path NcD _ 5 (Continued) Far Ma. i n Fed by path No.1 Drawing:1 OF 2 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. 009 12.83 14.98 009 13.50 15.51 B09 13.50 26.11 A09 12.83 27.23 14.98 40.1 7.75 1.452 2.50 T 15.51 40.1 7.75 1.452 97.50 TT 26.11 40.1 7.75 1.452 2.54 T (0=120) 6.00 8.50 0.097 0.82 -0.29 (-0.67 )15.51 D09 12.00 109.50 0.097 10.60 26.11 809 6.00 8.54 0.097 0.83 0.29 ( 0.67 )27.23 A09 Calcs By:ROB TRAPP Checked By: Page: P-03 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 SUMMAR Y 0 F HYDR AUL IC CA LCUL A T IONS F 0 R SOUTHCENTER BLD A SPRIG UP 16813 SOUTHCENTER PARKWAY TUKWILLA WA 98188 Job No:98626 St..ibmi t. --ted By WESTERN STATES FIRE PROTECTION 1940 116TH NE BELLEVUE WA 98004 Design Specifications Water Supply Information System Demand Density . 0.130 147.00 psi @ 0.00 gpm 7.85 psi Design Area: 3000.00 110.00 psi @ 1447.00 gpm @ ' 14.8 gpm Tcta1 Demand: 14_8 gpm © 7_85 psi System safety factcar = 1 39 _ 1 3 psi Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H 0 : V : B : Butt'flyVa I : P : W : C : Check Va J : Q : X : Det. Chk. D : DryPipeVa K R : Y : E : Std. Elbow L : LongTurnEl S : Z : F : Deluge Va_ M : T : Std. Tee G : Gate Va N : U : Calcs By: BOB TRAPP Checked: 6-7-90 Page: 1 Ser:*310126* Hvoercalc Prnaram by Crnwlev DPsian Grnun_ (2151-337-7060 .SLimmary of Sprinkler and Hose Flows Job No:98626 SOUTHCENTER BLD A SPRIG UP Design density: .13 Supplied flow and pressure is based on 7.85 psi available at supply ( 146.99 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 1 7.00 7.00 5.60 14.8 14.8 0.0% 1 Calcs By: BOB TRAPP Checked: 6-7-90 Page: 2 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for SOUTHCENTER BLD A SPRIG UP Job No:98626 6-7-90 System:1 Path No: 1 T Y P S P G I G UP Principal path Drawing:2 OF 2 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Oiam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) 1 0.67 1.00 7.00 5.60 14.8 14.8 5.49 1.049 1.50 1.50 0.075 0.11 0.15 ( 0.34 ) 7.26 2 2 0.33 7.26 7.26 14.8 5.49 1.049 1.00 T 5.00 6.00 0.075 0.45 0.14 ( 0.33 ) 7.85 3 3 7.85 Path K -Factor = 5.29 Calcs By:BOB TRAPP Checked By: Page: P-01 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Hydraulic Design Iriforrnation Sheet Name:SOUTHCENTER BLD B Date:6-7-90 System No.:1 Location:16813 SOUTHCENTER PARKWAY TUKWILLA WA 98188 Contractor:WESTERN STATES FIRE PROTECTION Telephone: 206-453-8410 1940 116TH NE BELLEVUE WA 98004 Calculated By:BOB TRAPP Construction: COMBUSTIBLE Occupancy: SPEC. RETAIL STORES S y s t e m D e s i g Contract No.:98626 Drawing No.:2 OF 2 Ceiling Height:VARIES Code:NFPA # 13 Review Agency:WSRB, TUKWILA FIRE Area of Sprinkler Operation:3000 Density (gpm/sq.ft.):.13 Area Per Sprinkler:130 Hose Allowance gpm Inside:250 Hose Allowance gpm Outside:750 Rack Sprinkler Allowance: C a 1 c u l a t i o ri Summar y System Type:WET Sprinkler or Nozzle Make:GEM Model:F950 Size:1/2 K-factor:5.6 Temperature Rating:212 Requires 1425.2 gpm at 77.36 psi at CITY CONNECTION Interior C-factor:120 Underground C-factor:140 Water Supply Test Information Test by:CITY FIRE DEPT Date:4-25-90 Time: Location:CONNECTION TO SUPPLY HYD#169 Elevation: Static Pressure:147 Residual Pressure:110 Flow:1447 S t o r a g e D e t a i l s Pump Data Type: Elevation: Rated Psi: Rated Gpm: Well Proof Flow: Commodity: Location: Storage Height: Single, Double, or Multi Row: Pallet Type: Storage Method: %Solid Piled: Tank Data Elevation: Size: Class: Storage Area: Clearance to Ceiling: Aisle Width: Encapsulated?: %Palletized: %Rack: Longitudinal Flue Spacing: Transverse Flue Spacing: Horiz.Barriers Provided?: 170.0_ 160.0_ 150.0_ 140,0 * 130.0 120,0 110.0 100.0 90,0 80,0 70.0 60.0 50.0 40.0 30,0 20.0 10,0 0.0 + ( 77.4 8 1425) 4. 1 0 800 1200 1600 2000 2400 2800 3200 3600 Pressure vs. Flow 147.00 0.00 110.00 1447.00 0 3050.10 S O U T H C E N T E R BLD B 16813 S O U T H C E N T E R PARKWAY T U KW = L L A WA 98188 Jab N u m b r•: 9 8 6 2 6 6-7-90 SUMMARY OF H Y DR AU LIC CA L CU L A T I O N S F OR S O U T H C E N T E R BLD B 16813 SOUTHCENTER PARKWAY TUKWILLA WA 98188 Job No:98626 S u b m i t t e d By WESTERN STATES FIRE PROTECTION 1940 116TH NE BELLEVUE WA 98004 Design Specifications Water Supply Information System Demand Density • 0.130 147.00 psi @ 0.00 gpm 77.36 psi Design Area: 3000.00 110.00 psi @ 1447.00 gpm 675.2 gpm + 750.0 gpm Hose Tota 1 D e m a n d: 1 412 5. 2 g p m OD 7 77 3 6 p s i System safety factor : 33 . 66 psi Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : 0 : V . B : Butt'flyVa I P : W C : Check Va J : Q : X : Det. Chk. D : DryPipeVa K : R : Y : E : Std. Elbow L : LongTurnEl S : Z : BACKFLOW F : Deluge Va_ M : T : Std. Tee G : Gate Va N : U : Calcs By: BOB TRAPP Checked: 6-7-90 Page: 1 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 -Su-mmary of Sprinkler and Hose Flows Job No:98626 SOUTHCENTER BLD B Design density: .13 Supplied flow and pressure is based on 77.36 psi available at supply ( 111.02 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. A09 68.24 68.24 0.00 250.0 250.0 0.0% A09 S01 9.58 9.58 5.35 16.6 15.6 6.4% S01 SO2 8.82 8.82 5.35 15.9 15.6 1.9% SO2 S03 8.57 8.57 5.35 15.7 15.6 0.6% S03 SO4 8.57 8.57 5.35 15.7 15.6 0.6% SO4 S05 8.67 8.67 5.35 15.8 15.6 1.3% S05 S06 9.16 9.16 5.35 16.2 15.6 3.8% SO6 S07 10.31 10.31 5.35 17.2 15.6 10.3% S07 S08 12.42 12.42 5.35 18.8 15.6 20.5% S08 S09 9.67 9.67 5.35 16.6 15.6 6.4% S09 S10 8.91 8.91 5.35 16.0 15.6 2.6% S10 S11 8.66 8.66 5.35 15.7 15.6 0.6% S11 S12 8.66 8.66 5.35 15.7 15.6 0.6% S12 S13 8.77 8.77 5.35 15.8 15.6 1.3% S13 S14 9.27 9.27 5.35 16.3 15.6 4.5% S14 S15 10.44 10.44 5.35 17.3 15.6 10.9% S15 S16 12.58 12.58 5.35 19.0 15.6 21.8% S16 S17 10.05 10.05 5.35 17.0 15.6 9.0% S17 S18 9.31 9.31 5.35 16.3 15.6 4.5% S18 S19 9.08 9.08 5.35 16.1 15.6 3.2% S19 S20 9.09 9.09 5.35 16.1 15.6 3.2% S20 S21 9.22 9.22 5.35 16.2 15.6 3.8% S21 S22 9.79 9.79 5.35 16.7 15.6 7.1% S22 S23 11.08 11.08 5.35 17.8 15.6 14.1% S23 S24 13.42 13.42 5.35 19.6 15.6 25.6% S24 S25 22.10 22.10 5.35 25.2 15.6 61.5% S25 Calcs By: BOB TRAPP Checked: 6-7-90 Page: 2 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flaw Diagram for SOUTHCENTER BLD 8 C01>>>>001>>))S01>))>S02))>)S03>>>)SO4((((S05(((1506((((S07((((S08((((((((((((((((((((((((((((((((((((((((((((((801((l(A01 51.7 51.7 35.2 19.3 3.6 12.0 27.8 44.0 61.2 80.0 80.0 51.7 80.0 CO2)>))002))>)S09>)))S10)>)>S11)>)>S12((((S13((((S14((((S15((((S16(((((((((((((((((((((((((((((((<((((((((((((((802((((A02 51.8 51.8 35.2 19.2 3.5 12.3 28.1 44.4 61.7 80.6 80.6 103.5 160.6 CO3))>>003))>)S17>>)>S18)>))S19>)))S20((((S21((((S22((C(S23(l((S24((((((((((((((((((((((((((((((((((((((((((((((803((((A03 51.7 51.7 34.7 18.4 2.3 13.8 30.1 46.8 54.6 84.2 84.2 155.2 244.9 C04((((004((((S25((((((((((((((C(((((((((((((((((((((((((((((((((((((((C((((((((((((((((((((((((((((((((((((((((804((((A04 39 5 39.5 115.7 64.6 64.6 309.5 C05((((005((((((((((((((((((((((((((((((((((((((((((((((((((l(((l(((((((((((((((((((((((((((((((((((((((((((((((805((((A05 57 4 57.4 57.4 58.4 366.9 C06((((006(((((((((((((C(((C((((((((((((((((((((((((((((((((((:(((((((C(((((((((((((((((((((((((l((((C(((((l((((806((((A06 58.4 58.4 58.4 425.2 AOT Path Summary Printout for SOUTHCENTER BLD B Job No:98626 6-7-90 System:1 Path Mc: 1 R m o t e t o Supp l y Principal path Feeds Path:2 at Pt:A02, Path:3 at Pt:A03, Path:4 at Pt:A04, Path:5 at Pt:A06 Drawing:2 OF 2 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Glam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. 001 14.00 14.94 14.94 001 15.50 12.86 12.86 SO1 15.50 9.58 9.58 5.35 16.6 SO2 15.50 8.82 8.82 5.35 15.9 303 15.50 8.57 8.57 5.35 15.7 SO4 15.50 8.57 3.57 5.35 15.7 12.0 SO5 15.50 8.67 8.67 5.35 15.8 27.3 SO6 15.50 9.16 9.16 5.35 16.2 44.0 307 15.50 10.31 10.31 5.35 17.2 61.2 11,82 308 15.50 12.42 12.42 5.35 18.8 80.0 15.46 901 15.50 48.83 48.83 80.0 15.46 A01 14.00 52.67 52.57 80.0 3.07 A02 14.00 52.72 52.72 80.6 160.6 6.16 A03 14.00 52.97 52.97 84.2 244.9 9.39 A04 14.00 53.61 53.61 64.6 309.5 11.86 A05 14.00 54.50 54.60 57.4 366.9 14.06 A06 14.00 55.96 55.96 58.4 425.2 16.30 A07 12.25 60.05 50.05 425.2 16.30 A08 4.00 64.75 54.75 425.2 10.69 -51.7 10.00 1.452 -51.7 10.00 1.452 -35.2 6.80 1.452 -19.3 3.73 1.452 -3.6 0.70 1.452 2.33 1.452 5.37 1.452 3.50 1.452 .452 .452 .452 .260 .260 .260 .260 .260 .260 .260 .026 1.50 T 13.50 T 10.00 10.00 10.00 10.00 10.00 1..u0v0 I 10.00 89.50 T2E 1.50 T 8.00 10.00 12.00 12.00 12.00 15.68 L 7.50 4.00 GA A09 68.24 68.24 250.0 675.2 4.06 8.230 280.00 5E2TGZ 3 17.36 AAAWA Path Mc): 2 8 HEAD LI N E Fed by path No.1 (C:120) T.69 9.19 0.155 -1.42 -0.65 (-1.50 )12.86 7.69 21.19 0.155 -3.28 9.58 10.00 0.076 -0.76 8.82 10.00 0.025 -0.25 8.57 10.00 0.001 -0.31 8.57 10.00 0.010 0.10 3.67 10.00 0.049 0.49 9.16 10.00 0.115 1.15 10.31 10.00 0.211 2.11 12.42 15.27 104.87 0.347 36.41 48.83 7.69 9.19 0.347 3.19 0.65 ( 1.50 )52.67 8.00 0.001 0.05 52.72 10.00 0.025 0.25 52.97 12.00 0.054 0.64 53.61 12.00 0.083 0.99 54.60 12.00 0.113 1.36 55.96 6.12 22.40 0.149 3„33 0.16 ( 1.75 )60.05 7.50 0.149 1.12 3.58 ( 8.25 )64.75 29.00 33.00 0.053 1.76 1.74 ( 4.00 )68.24 (C:140) 2872.46 3152.46 0.003 9„12 001 S01 SO2 S03 SO4 S05 SO6 SO7 SO8 901 A01 A02 A03 A04 A05 A06 A07 A08 A09 77.36 S Ref Elev. Pressure (psi) K Flow (gpm) Veloc Nam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length par.ft Total Psi (ft.) Press Pt. CO2 14.00 15.04 15.04 D02 15.50 12.96 12.96 509 15.50 9.67 9.67 5.35 16.6 510 15.50 3.91 8.91 5.35 16.0 511 15.50 8.66 8.66 5.35 15.7 S12 15.50 8.66 8.66 5.35 15.7 513 15.50 8.77 8.77 5.35 15.8 514 15.50 9.27 9.27 5.35 16.3 515 15.50 10.44 10.44 5.35 11.3 516 15.50 12.58 12.58 5.35 19.0 902 15.50 48.84 48.84 A02 14.00 52.12 -51.8 10.01 1.452 -51.8 10.01 1.452 -35.2 6.80 1.452 -19.2 3.11 1.452 -3.5 0.67 1.452 12.3 2.37 1.452 28.1 5.43 1.452 44.4 8.58 1.452 61.7 11.92 1.452 80.6 15.58 1.452 80.6 15.58 1.452 1.50 T 13.50 T 10.00 10.00 10.00 10.00 10.00 10.00 10.00 87.50 T2E 1.50 T (0:120) 7.69 9.19 0.155 -1.43 -0.65 (-1.50 )12.96 002 7.69 21.19 0.155 -3.23 9.67 309 10.00 0.076 -0.76 8.91 510 10.00 0.025 -0.25 8.66 511 10.00 0.001 -0.01 8.66 512 10.00 0.011 0.11 8.77 S13 10.00 0.050 0.50 9.27 514 10.00 0.117 1.17 10.44 S15 10.00 0.215 2.15 12.58 316 15.37 102.87 0.352 36.25 48.84 802 7.69 3.19 0.352 3.24 0.65 ( 1.50 )52.72 A02 Calcs By:BOB TRAPP Checked By: Page: P-01 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for SOUTHCENTER BLD B Job No:98626 6-7-90 System:1 Path N o: 3 8 HEAD LINE Fed by path No.1 Drawing:2 OF 2 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. CC3 14.00 15.41 15.41 -51.1 9.99 1.452 1.50 i D03 15.50 13.33 13.33 -51.7 9.99 1.452 13.50 T 517 15.50 10.05 10.05 5.35 17.0 -34.7 5.71 1.452 10.00 518 15.50 9.31 9.31 5.35 16.3 -18.4 3.56 1.452 10.00 519 15.50 3.08 9.08 5.35 16.1 -2.3 0.44 1.452 10.00 S20 15.50 9.09 9.09 5.35 16.1 13.8 2.68 1.452 10.00 521 15.50 9.22 9.22 5.35 16.2 30.1 5.81 1.452 10.00 522 15.50 3.19 9.79 5.35 16.7 46.8 9.05 1.452 10.00 S23 15.50 11.08 11.08 5.35 11.8 64.6 12.49 1.452 10.00 S24 15.50 13.42 13.42 5.35 19.6 84.2 16.27 1.452 35.00 T 803 15.50 48.81 48.81 84.2 16.27 1.452 1.50 T A03 14.00 52.97 Pat h N o: 4- 1 HEAD L I N E Fed by path No.1 (0:120) 7.69 9.19 0.155 -1.42 -0.65 (-1.50 )13.33 003 7.69 21.19 0.155 -3.28 10.05 517 10.00 0.074 -0.74 9.31 518 10.00 0.023 -0.23 9.08 519 10.00 0.000 -0.00 9.09 S20 10.00 0.014 0.14 9.22 521 10.00 0.057 0.57 9.79 S22 10.00 0.129 1.29 11.08 523 10.00 0.234 2.34 13.42 S24 7.69 92.69 0.332 35.39 48.81 803 7.69 9.19 0.382 3.51 0.65 ( 1.50 )52.97 A03 Ref Elev. Pressure (psi) K Flow (gpm) lelcc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. 004 14.00 16.19 15.13 39.5 7.63 1.452 1.50 T 004 15.50 16.40 16.40 39.5 7.63 1.452 53.00 T S25 15.50 22.10 22.10 5.35 25.2 64.6 12.49 1.452 115.00 T 804 15.50 50.31 50.31 54.6 12.49 1.452 1.50 T A04 14.00 53.61 Pat h N a_ 5 F a r M a i n Fed by path No.1 (C:120) 7.69 9.19 0.094 0.86 -0.65 (-1.50 )16.40 D04 7.59 60.69 0.024 5.71 22.10 525 7.59 122.69 0.234 28.71 50.81 804 7.69 9.19 0.234 2.15 0.65 ( 1.50 )53.61 A04 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. C01 14.00 14,94 CO2 14.00 15.04 CO3 14.00 15.41 C04 14.00 16.19 C05 14.00 16.64 C06 14.00 16.77 006 15.50 17.90 806 15.50 53.53 A06 14.00 55.96 14.94 51.7 3.04 2.535 12.00 15.04 51.8 103.5 6.07 2.635 12.00 15.41 51.7 155.2 3.11 2.535 12.00 16.19 -39.5 115.7 6.79 2.635 12.00 16.64 -57.4 58.4 3.42 2.635 12.00 16.77 58.4 11.28 1.452 1.50 T 17.90 58.4 11.28 1.452 168.50 TT 53.53 58.4 11.28 1.452 1.50 T (C:120) 12.00 0.009 0.10 15.04 CO2 12.00 0.031 0.37 15.41 CO3 12.00 0.065 0.78 16.19 C04 12.00 0.038 0.45 16.64 C05 12.00 0.011 0.13 16.77 CO6 7.69 9.19 0.194 1.78 -0.65 (-1.50 )17.90 006 15.37 183.87 0.194 35.63 53.53 806 7.69 9.19 0.194 1.73 0.65 ( 1.50 )55.96 A06 Calcs By:BOB TRAPP Checked By: Page: P-02 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 SUMMAR Y O F H Y D R AU L I C CA LCU LAT S ONS F O R SOUTHCENTER BLD B SPRIG UP 16813 SOUTHCENTER PARKWAY TUKWILLA WA 98188 Job No:98626 Su!Dm i tted By WESTERN STATES FIRE PROTECTION 1940 116TH NE BELLEVUE WA 98004 Design Specifications Density Design Area: 3000.00 Water Supply Information 0.130 147.00 psi @ 0.00 gpm 110.00 psi @ 1447.00 gpm System Demand 8.52 psi 15.6 gpm Tata 1 Demari d= 1 5_ 6 gpm © 8_ 52 ps i System safety -F actr 1 38 _ 47 p Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Code:Description Code:Description A : Alarm Va H : B : Butt'flyVa I C : Check Va J : D : DryPipeVa K : E : Std. Elbow L : LongTurnEl F : Deluge Va_ M : G : Gate Va N : Std. Tee , and one Code:Description 0 P : Q . R : S . T : Std. Tee U : Check Va Code:Description V W X : Det. Chk. Y . Z : Calcs By: BOB TRAPP Checked: 6-7-90 Page: 1 gar•*11n12R* lavnarralr Prnaram by (rnwlav nccinn (:rniin (715)-117-7(1Rll 'Summary of Sprinkler and Hose Flows Job No:98626 SOUTHCENTER BLD B SPRIG UP Design density: .13 Supplied flow and pressure is based on 8.52 psi available at supply ( 146.99 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 1 7.76 7.76 5.60 15.6 15.6 0.0% 1 Calcs By: BOB TRAPP Checked: 6-7-90 Page: 2 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for SOUTHCENTER BLD B SPRIG UP Job No:98626 6-7-90 System:1 Drawing:2 OF 2 Path N o t T Y P S P G I G UP Principal path Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) 1 0.67 7,76 7.76 5.60 15.6 15.6 5.78 1.049 0.33 0.33 0.082 0.03 0.15 ( 0.34 ) 7.93 2 2 0.33 7.93 7.93 15.6 5.78 1.049 0.33 T 5.00 5.33 0.082 0.44 0.14 ( 0.33 ) 8.52 3 3 8.52 Path K -Factor = 5.35 Calcs By:BOB TRAPP Checked By: Page: P-01 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 SUMMAR Y Q F HYDR A U L I C CA L CU L A TIONS F Q R SQUTHCENTER BLD A LAMPS PLUS TYPICAL ARM OVER TO SSP HEAD TUKWILA WA 98188 Job No:98626 Submitted By WESTERN STATES FIRE PROTECTION 1940 116TH NE BELLEVUE WA 98004 Design Specifications Water Supply Information System Demand Density : 0.120 147.00 psi @ 0.00 gpm 6.90 psi Design Area: 3000.00 110.00 psi @ 1447.00 gpm 14.8 gpm Total Dmand: 14.8 gpm @ 6.90 psi System safety factor : 140.08 psi Notes: 11 WILA FIRE DEPART`ME Mono coil: 575-4407 cr d give this job dao ?nd exact address for shut. QQWUU Qr restaratien apirovid List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Ccde:Description Code:Description Code:Description Code:Description A : Alarm Va H . 0 . V . B : Butt'flyVa I : P W : C : Check Va J : Q . X : Det. Chk. D : DryPipeVa K : R : Y : E : Std. Elbow L : LongTurnEl S : Z : BACKFLOW F : Deluge Va_ M : T : Std. Tee G : Gate Va N : U : Calcs By: ROB TRAPP Checked: 7-9-90 Page: 1 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Summary of Sprinkler and Hoses Flows Job No:98626 SOUTHCENTER BLD A LAMPS PLUS Design density: .13 Supplied flow and pressure is based on 6.90 psi available at supply ( 146.99 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 3 7.00 7.00 5.60 14.8 14.8 0.0% 3 Calcs By: ROB TRAPP Checked: 7-9-90 Page: 2 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 o +� C:•mm�r I Printout for SOUTHCENTER BLD A LAMPS PLUS Job No:98626 7-9-90 System:1 Path N o: 1 R e m o t e t o Supply Drawing:1 OF 2 rt r ', ,cr e' Press,'e ;psi; h ,r:,,n br',/ =;iCC Diaim. n.i.Ja, Fitting Fitting Total FriCt.-„55 Eie.. Loss Next -,e. Ca ,d.+E Tote' r7. t �.ar; t Length p ra Total Q !r� ; Press Pa Pt. rte. Pt �\ ... ��.r.r nr..GJ :JoG fps ::,. Length SVlll:i„1: y Lery� Leiiy wl per., ...v4, $, � � r Press ,,. 1 ^re en 4 AM 7 ^^ 6.6,4 AAAAA ,. E.50 14.E 14.E 4.95 1,104 0.50 1/ �.. M 84.9E 1,104 Y.yJ Path K—Factor = 5.64 ;C=1.2:; 0.50 0.^•.8 0.02 -0,43 (-1.0C f E^ 2 2.0J 5.00 0.05E .35y. 94 Y 2oo n .04 2.00.vV J.Y5C V.�iI7 -:,22 �-V.FV ) 6.20 Calcs By:ROB TRAPP Checked By: Page: P-01 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 S U M M A R Y O F HYDR AU L IC CALCULATMCDNIS F O R S O U T H C E N T E R BLD A LAMPS PLUS 16813 SOUTHCENTER PARKWAY TUKWILA WA 98188 Job No:98626 Si.abmi tted By WESTERN STATES FIRE PROTECTION 1940 115TH NE BELLEVUE WA 98004 Design Specifications Water Supply Information System Demand Density 0.130 147.00 psi @ 0.00 gpm 56.77 psi Design Area: 3000.00 110.00 psi @ 1447.00 gpm @ 747.3 gpm + 750.0 gp~. Hose Total Demand: 1497_3 gpm @ 56 - 77 psi System safety factor : 50 _ 80 psi Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : 0 V : E : Butt' f l yVa I: P : W C : Check Va J : Q : X : Det. Chk. O : DryPipeVa K : R : Y : E : Std. Elbow L : LongTurnEl S : .7 : BACKFLOW F : De'uge Va_ M : T : Std. Tee G : Gate Va N : U : Calcs By: ROB TRAPP Checked: 7-9-90 Paye: 1 Ser:*210125* Hvpercalc Procram by Crowle~ nec;an r; ,,. (21r�-^^7-7nr^ urnmary of Sprinkler and Hose Flows Job No:9862e SOUTHCENTER BLD A LAMPS PLUS Design density: .12 Supplied flow and pressure is based on 56.77 psi available at supply ( 107.58 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. Al2 47.08 47.08 0.00 150.0 150.0 0.0% Al2 S01 10.26 10.26 5.64 18.1 14.9 21.5% S01 SO2 8.45 8.45 5.64 16.4 14.9 10.1% SO2 SO2 8.02 8.03 5.64 16.0 14.9 7.4% S03 SO4 7.99 7.99 5.64 15.9 14.9 6.7% SO4 S05 8.03 8.03 5.64 16.0 14.9 7.4% S05 S06 8.35 8.35 5.64 16.3 14.9 9.4% S06 S07 9.26 9.26 5.64 17.2 14.9 15.4% S07 S08 12.34 12.34 5.64 19.8 14.9 32.9% S08 S09 10.16 10.16 5.64 18.0 14.9 20.8% S09 810 8.62 8.62 5.64 16.6 14.9 11.4% S10 811 7.87 7.87 5.64 15.8 14.9 6.0% 811 S12 7.65 7.65 5.64 15.6 14.9 4.7% S12 S12 7.64 7.64 5.64 15.6 14.9 4.7% 813 814 7.70 7.70 5.64 15.6 14.9 4.7% S14 815 8.19 8.19 5.64 16.1 14.9 8.1% S15 S15 9.32 9.32 5.64 17.2 14.9 15.4% S16 817 11.42 11.42 5.64 19.1 14.9 28.2% 817 818 13.89 12.89 5.64 21.0 14.9 40.9% S18 819 13.59 13,59 5.64 20.8 14.9 39.6% S19 820 13.65 13.65 5.64 20.8 14.9 39.6% S20 S21 14.35 14.35 5.64 21.4 14.9 43.6% S21 S22 9.82 9.82 5.64 17.6 14.9 18.1% S22 S22 8.01 8.01 5.64 15.9 14.9 6.7% S23 824 7.42 7.42 5.64 15.4 14.9 3.4% 824 S25 7.04 7.04 5.64 14.9 14.9 0.0% 825 S25 7.03 7.03 5.64 15.0 14.9 0.7% S26 S27 7.05 7.05 5.64 15.0 14.9 0.7% S27 828 7.32 7.32 5.64 15.3 14.9 2.7% S28 829 8.10 8.10 5.64 16.1 14.9 8.1% 823 S30 8.72 8.72 5.64 16.7 14.9 12.1% S30 S31 10.27 10.27 5.64 18.1 14.9 21.5% S31 832 16.18 16.18 5.64 22.7 14.9 52.3% S32 S33 16.17 16.17 5.64 22.7 14.9 52.3% S33 S34 16.46 16.46 5.64 22.9 14.9 53.7% S34 Calcs By: ROB TRAPP Checked: 7-9-90 Page: 2 Ser:*212126* Hypercalc Program by Crowle,' Desiar Grcur_ (21F)-?17-7n6n 1^EY� 8iad;C:r S3Y1ITaC {TER 81.2.' A LAMPS PL t S 2n „ \�1221.t1\8,n1\t \,t 32 ltt 2n\\\\. 2!(( n r(105 ((+ S07(/r(S^Sr(((( ((( (((: (( (: ( (/ ( '. 1 v..,...,, :!�rY1r,S�� r:SJ.. .IrSuw\ ({5�5(\\\ Y\,\( �, \\ u . i i(t \ t\ �i�((((\\C\((\'.({({\(( (!On. 22,2w 62.2 41,9 25.5 9.5 6.4 22.4 38.1 55.8 75,7w '75 7 C2 n 75.7 2r » )002`})S09>7}S10? " 2511” )) 8121 >S1 ((((S14((({S15((((SIE(((fS17(((�r((((((({((((((((((((({((((((((((((?02((((an2 29.2 29.5 51,5 35.0 19.2 3.0 12.3 27.S1 32 ;u n 2 43.8 61.Y¢ . . 2,5 152,7 C2 )t^22't>)SIE = S 19(((($2"(((\521(((, ((r,(((,( /(t/ /+=(4.((4(“(((((((;(((( ((rr (( / //((/ ( +(!2• YrL.l/L (r IYrrr/ ��, V\ �;,\ \\. i\\\l\ (, 111\ .({{ \\C\(\(\\\\,\,\!i{-\\,.\B22' nLL 34.4 34.4 13.4 7.4 28,2 49.6 49.! .¢4 p S'23n sS23. \\524 \\\ C`\\t 2 ,. . C9 C,t fY(QnT(/rid^o...((CS20r((rC9nrrU^n, r . r Vw �•Yr JY R ? 4w. �T. 9.7 5.V LY.3� YY.Y ['..w CI 1 Y .Y .� � .. T. • v i .. r. r r T C C Q c 2. In b.w 6.w 2.J b4, PI 4 4b. AAA ^ 2:.! 82.2 222.2 221 .( r '/ ('(++/(((r,+( (f! r/r•//r:';r(•,l( /r rrrr.,r(,(.l r:r ( ( r((/r1ner //U, 43.E 42.5 (((,((((///(((((1'(((((( /rr(/(r/(((✓(/((rr/r(1(((YQIf/((/4,44 32.V V L0 3 1 YVeY.I (((((“.;/,',((=(;«,!'.(“(((92,2(35 32.5 32.5 rr+/r//r(((/((/ (( //((/(>(/r( /(/C/ ! ((/ Mi. r/('r r( ;/i( (( (((++i// (r [(/ +t[[ .„-.\� ,\C(\�.( \\.\.i�(.i \\((\(,\�(-..�\.(\:\'.',({\,(\a,\\\( (\\\\,;\\(\,;(8��\\{,nYY 34.4 22.3 34.4 34,4 435.0 nn5/(((n6'(((((((((((((“((((.((((((((((((((((((((((((((((((((((((((((((((((((((((((((((.(((((((((({(((({((((((K 8uv({((w! 35.E 35:5 35.5 126.8 472.5 C27C!(1.927 !!((!r.(("((i{(({(((((((((((((((((((((((((((\(((C(((((\(((({(((((((((;((((44(((((((\\((\(;{((((((((((927 W, (ACC 39.4 39.4 39.4 /111118( (F(((( /(“((((((/(//r// ( (r( ?(/(/ (((/((/(((((///(((/{(1, /(/ I(/ (! +/ ((/(/ rr((/(!((((/rr+/ra2C•r+(. np... 42.1 43.1 42.1 523.1 T1:4 yrr f:r SHEER Qwn n LAPS FuV, S f'n3 , rno, 44,2, rt((r //r`/j /((7rr( ( (rr ; //.r // r!/jrrrf/ I// r✓r /// t r( //r(j,((((///r/pn f, A:2. ..�\\t\t1�1t\ \ l\� t\\tit\tf\�t'.\��.tii'tl\��\��'.i\+Pt\tC\�1\alt\\\\�\�\i� (\,{t{t. 11t\\\\1\\w6 J .1 (Aww 44.2 44.2 597.2 Al: Path Summary Printout for SOUTHCENTER BLD A LAMPS PLUS Job No:98626 7-9-90 System:1 Drawing:1 OF 2 Path No _ 1 R(Brno t.o SuppI y P. ,;rtcipa, pate Feed the at t: 02 th:3 .. Path:4 03 Path:5 at Pt. ,:4 Feeds PaY.1.2 P�.A�_, PaY,;.Y at Pt:A22, Pa�.,;4 at PY.AY�, 'r1,.hY4 Ref Elev. Pressure (psi) K Flow (gpa) Veloc Ciao. Actual Fitting Fitting Total Frict.Lcss Elev. Loss Next Ref Pt.It Pv Pr Factor Total Length {. uml. ♦ r;t W. Pt E_Y,.. Adele TYYa fps ir. �e*y-., S�.�,a;}� e1bYti Length per.ft Tcta'. Psi (ft,) Press Pt. '1293 15 19 .. nn1 12.5: 14.12 S 13,50 10.25 S02 13.50 8.45 S02 13.50 8.03 504 13.50 7.99 S0512.50 8.03 SYY 13.50 .8,35 S :3 12.24 9Y' '3.5. 10,Y 07 A01 12.83 21.45 Ann ' 01.E n. 5n n.2 ,42 .v_ L.,v. A22 12.82 221.57 023 12.83 21.92 rn,.. Cl 2" ;11 1144 L..._ ...� 4 A 1` ,.. T,T. 25.20 A,. .L.... 1 . r f...0 _.VV0.54 Ane 41 C2 AT 5c An' '1. .11 70 IC A:2 '2.82 31.2' A22 12.82 :2.52 52 Tr A10 y2 .AE Y Al2 47.0E 54.7. (0:120) 15.72 60.0 11.58 1.452 0.57 7 6.00 6.67 0.204 -1.36 -0.29 (-0.67 )14.13 001 14.13 -60,0 11.58 1.452 13.00 7 6.00 19,00 0.204 -3.87 10.26 901 10.25 5.54 18.1 -41.9 8.09 1.452 11.25 , 29 6.00 _ 17.25 0.105 -1.81 8.4! 502 8.45 5.64 15.4 -25.5 4.93 1.452 10.00 10.00 0.042 -0.42 8.03 SO2 8.03 5.64 16.0 -9.5 1.84 1.452 10.00 10.00 0.007 -0.07 7.99 SO4 7.99 5.64 15.9 5.4 1,24 1.452 10.00 10.00 0.003 0.03 8.03 905 8.03 5.54 16.0 22.4 4.33 1.452 10.00 10.00 0.033 0.33 8,35 505 8.35 5.54 16.3 38.7 7.48 1.452 10.00 10.00 0.091 0.91 9.25 507 9.25 5.54 17.2 55.! 10.79 1.452 11,25 29 6.03 17.25 0.179 3.08 12.34 S00 12.24 5.54 13.1+ 75.1 14.52 1.452 14.5V I 5.00 '21.50 0.310 0..12 13.07 VV. 19.07 75.7 14.52. 1,452 0,67 7 5 00 5.57 0.313 2 00 ( 0.57 (21.45 An' v .i.v .rl .Y. 0.29v , Y nv�. 2*45 75.7 2.2M1 3.260 8.5: 8.5: 3.0:e 0.0 5 21.50 A:: 21.50 83.3 155.7 5.97 3.250 7.00 7.00 0.023 0.16 21.61 A22 21. 5T 49.5 205.3 7.87 3.25n 4,:3 4.00 0.033 0.15 21.82 A33 2'.82 85.3 291.5 11.18"3.260 11.12 2: 10.00 21.12 0.074 1.56 23.38 A04 23.32 43.5 335.2 12.85 3.260 9,00 2L 10.00 19.00 0.036 1.82 25.20 A44 25.20 22.9 358 14 11 3,260 2.50"0.114 0.40 5 e2 35 • T. I k VY 3.50 2V.VY AVY 2c 5, 5 400 15 25 1{ 0n 1n 1.0 n 12 A -h 29 (-0 pT )28 A cc Y. VY 2C.J 400,6. .YV 3.250 {V.AA11 Y IV.UW iI. I11 .33 v.LV � AV�1.V! ACV.6•A AJY 26.54 34.4 435.0 15.68 2.250 4.00 4.00 0.155 0.62 0.29 ( 0.57 )27.55. A05 27.55 35.5 470.5 18.04 3.250 12.33 12.33 0.179 2.21 29.7E A:7 29.75 32.4 510 0 3.250 10.57 . 0 208 2.22 21.98 n0 VIV 19.55 1 10.67 V L'V V AWV' 19' 43.1 553.1 12.42 4,250 10.67 10.57 0.065 0.70 32.59 Avg 32.52[ 0 44.2 SV.._ 13.41 4.250 5 .00' . 00.00 OT ".3 2L 12.00 Rc nn +5 4.92 ;12.83 �'" 1A •^ A{ �i.�}} . 5.57 ,4v. v A, 42.18 597.3 15.01 4.025 5,17 A3 22.00 35.17 0.100 3.51 -1.74 (-4.00 )44.95 All 44.95 537.2 15.01 4.025 4.00 4.00 0.100 0.40 1.74 ( 4.00 )47.08 Al2 1 (C=140) 47.28 150.0 - 747.0 4.50 8.220 210.00 5ETG: 2555.57 2775.57 0.003 9.69 55.77 9 AAAAAA Path No = 2 Grid L. i n Fed ty path ho.1 Ref Elev. Pressure (psi) K Flow (um) Veloc Diem. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (0:120.) 322 12.83 15.81 15.81 -69.5 13.44 1.452 0.57 7 6.00 6.67 0,268 -1.79 -0.29 (-0.67 )13.74 002 :02 13.50 13.74 13.74 -69.5 13.44 1.452 7.33 T 6.00 13.33 0.268 -3.57 10.15 909 504 13.50 10.16 10,1E 5.54 18.0 -51.6 9.96 1.452 10.00 10.00 0.154 -1.54 8.62 510 510 13.50 8.52 8.62 5.54 16.6 -35.0 6.77 1.452 10.00 10.00 0.075 -0.75 7.87 511 S'I 12.50 7.87 7.87 5,64 15.8 -19.2 3.71 1.452 10.00 10.00 0.025 -0,25 7.55 912 912 13.5: 7.55 7.55 5.64 15.6' -3.5 0,70 1.452 5.00 5.00 0.001 -0.01 7.64 513 512 131.50 7.54 7.54 5.54 15,5 12,0 2.31 1.452 6,00 6,00'0.010 0.06 7.70 514 514 12.50 7.70 7.70 5.54 15.5 27.6 5.34 1.452 10,00 '0.00 0.049 0.49 8.19 9!! ti. Calcs By:ROB TRAPP Checked By: Page: P-01 Ser:*310126* Hyperc,e.' Program by Crowley Des." n Group, (216)-237-7060 Path Summary Printout for SOUTHCENTER BLD A LAMPS PLUS Job No:98626 7-9-90 System:1 Drawing:1 OF 2 Path No 2 (Continued) Grid` Line Fe'' t} R Ref E'c. a1, rA Presscre (psi ) K Flow (9pm) Velcc Clam. Aqua' Fitting Fitting Total Frict.LoSs Elev. Loss Next Re` Ft r Factor Addeo' Total fps i w;t r t rrth ft Total 1 Cft 1 t « P'; P.. �««�, Amide« ,�«a. ��� in, «e,,n«., Sc:We.� Length Le„y�„ per.. ,c«a, Ps; ,.«.; Press P«, 915 13.52 8.12 9.19 5.64 16.1 43.8 2.45 1.452 10.00 1a '3 5" : 3^ 9 32 5.54 1� 51 0 1.452 . « _ .sr . , �,.2 �,. 11.78 .lO.OG 517 12.5: 11.42 11.42 5.64 19.1 80.0 15.47 1.452 15.52 t 322 13.52 18.22 18.90 80.0 15.47 1.452 0.67-T .n2 n n«: 8«, 21.5 Path NcD 3 Gr i d L i nE (0=120) 10.00 0.114 1.14 9.22 815 10.22 0.212 2.12 11 ,Y , 2 3, 6,00 21.50 0.347 7.47 18.92 802 6.00 6.67 0.347 2.32 0.29 ( 0.67 )21.50 A02 4e` n'.. Fre..'..'e (;s'.; K Flow (gp") etc: 2iam. Actual Fitting Fittins TotalFric« s« Elev. Loss Next Ref Pt, ft. ^r Fv Pi. Factor Ae.ev,1 Total fOS 1r. y era` ! S"t3ry Length Length per.ft Total PSI (°t Press Pt. :22 12,33 15,92 22 12,52 14 ?9 C'C 42,92 12.9? t' 52 50 «2, '1 P 3.52 13.85 521 12.5: 14.35 , tr 22.29 AAAA. Path N r.,, 1.. .,1� ,,, . '5.93 -34.4 6.55 1.452 3.00 T 14.99 -34.4 6.65 1.452 9.00 T 1`.p! 5.54 21,2 -13.4 2.59 1.452 24.00 1 50 5.54 2^ 0 7.4 1.42 1.452 1+:.'.« .. Y 2. 12.55 5.54 22.9 28.2 5.45 1.452 14.22 14.35 5.51 21,4 49.5 9.59 1.452 24,0" T 22,09 49.5 9.59 11452 2.00 7 :4 Grid Line (2=120) 5.00 9.00 0.072 -0.56 -0.29 (-0.57 )14.98 22 5.22 15,20 0.272 -1,09 12.8! 912 24.00 0.213 -0.21 12.59 9 Y 1r .2..n 0.0! 1355 922 r h.0«`UU24 14.02 0.050 0.71 14.35 521 5.00 40.00 0.143 5.73 20.09 322 6.00 9.00 0.142 1.2? 0.29 ( 0.57 )21,6' A22 Ref E,e. Pressr (psi) r Flow (um) Vet: Dian Actual Fittirs Fitting Total Frio L:ss El ev. Loss Next Re l F«. ft. Pt Fv Pr Factor Tctat fp ir. .ensth Srrry Length Length per.ft Total Psi (ft.) Press Pt, 003 12.83 16.02 15.02 -73.5 14.21 1.452 0.57 T X23 13.50 12.75 13.75 -I3.5 14.21 1.452 7.33 T 822 13.50 9.80 9.80 5.64 17.6 -55.9 10.80 1.452 10.00 823 13.50 5.0' 8.01 5.64 15.9 -40.0 7.72 1.452 8.00 824 12.50 T.42 7.43 5.64 15.4 -24.5 4.75 1.452 10.00 825 13.50 7.04 7.04 5.64 14.9 -9.7 1.87 1.452 4.00 92! 13.50 7.03 7.03 5.64 15.0 5,2 1.02 1.452 10,00 527 13.50 7.05 7.05 5.64 15.0 20.3 3.92 1.452 10.00 220 13.50 7.22 7.32 5.54 15.3 35.5 6.87 1.452 10.00 92? 13.50 8.10 8.10 5.54 15.1 51.6 9.97 1.452 4.00 822 '2.50 8.72 8.72 5.64 15.7 68.3 13.19 1.452 5.00 80' '2.50 '0.27 10.27 5.54 18.1 85.3 15,68 1.452 15.50 T 909 12'.50 18.99 18.85 86.3 16.59 1.452 0.57 T A.03 12.83 21.!2 ...,,. Ca1cs By:ROB TRAPP Ser:*310126* Hypercalc Program by Crowley Deal (0:120) 6.00 6.67 0,297 -1.98 -0.29 (-0.67 )13,76 203 6.00 13,32 0.297 -3.95 9.80 C22 10.00 0.179 -1.79 8.01 822 6.00 0,096 -0.58 7.43 924 10.00 0.039 -0.39 7,04 825 4.00 0.007 -0.03 7.03 825 10.00 0.002 0.02 7.05 527 10.00 0.027 0.27 7.32 822 10.00 0.077 0.77 8.10 82? 4.00 0.154 0.52 9,72 830 6.00 0.259 1.55 10.27 821 5.00 21.50 0.400 8.59 19.96 802 6.00 6.57 0.400 2.67 0.29 ( 0.67 )21.82 A03 Checked By: Page: P-02 roup, (215)-337-7060 Path Summary Printout for SOUTHCENTER BLD A LAMPS PLUS Job No:98626 7-9-90 System:1 Drawing:1 OF 2 Path : 5 Car c! Li ne Fed ty path No.1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev, Loss Next Ref ?t. ft, Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft,) Press Pt, C04 12.83 16.59 15.59 -6.6 1.27 1.452 0.67 T 0,4 13.5: 16.2! 15.2! -6.6 1.271.452 _.25.50 T S22 13.5:15,18 16,18 5,64 22.7 -2.0 0.38 1.452 10,00 S33 13.5: 15.17 15,17 5.64 22.7 20,7 4.01 1,452 10.00 534 13.5: 15.45 16.46 5.64 22.9 43.5 8.43 1.452 45.00 T 9:4 13.5: 22,34 22.34 43.6 8.43 1.452 0.67 T A04 12.83 23.36 Path Nv : 6 Far Main D.+ -:'cal ;zt (0:120) 6.00 6,57 0.003 -0.02 -0.29 (-0.67 )15.28 00- 5.00 32.50 0.003 -0.11 16.18 532 10.00 0.000 -0.00 16.17 S33 10.00 0.029 0.29 16.46 534 5.00 52.00 0,113 5.88 22.34 904 6.00 5.57 0.113 0.75 0.29 ( 0.67 )23.38 AC4 Ref Elev. Pressure ,psi) K Flow gN:) Ve1oc Dian, Actual Fitting Fitting Total Frict,Loss Elev. Loss Next Ref Pa ft Pt Pn Facto" Added Total fps 1n. Ler gtlSummary to^gtt Length per ft Total Ps' (ft.) Press D+, *CI 4, C7 LF 70 r^. 1^n7 4r 71 022 12.C3 15,93 *ft, 1.2,0 •8„7 API •.` 07 1e rt mit .' p- 47 r' ^`E .2,2: 17,24 Y, ^CC 12.32 17.52 err 17 07 1, +r r^' 1?. ` 17 .MM 46. ^^" 7 41 17 01 "0 '1 07 '0 rn 1G 7C IC 01 IC 07 147.:7 47.24 ., 50 17 7; 17.82 17 08 60.0 2.30 3.26: 8.50 59,5 129,5 4.95 3,260 7.00 34.4 183.9 5.28 3.250 4.00 73.5 237.5 9.10 3.250 11.12 5.6 244.1 !.36 2.250 90 -14.3 229.2 8.79 2.26: 2,50 -22.5 ,25 7 7.54 3.25: 10.00 -34.4 162.3 6.22 3,250 4.00' 35.5 120,0 4.85 2.25: 12.22 -39.4 87.4 3.35 3.260 10,84., Y .w 7 -17. 1 A 2 1.7: 10 7. ,,,,. �4,c ,.. 3.250 �u.E. (C=120) I 8.50 0,004 0.03 7.00 0,016 0.12 4.00 0,025 0.10 11.12 0.051 0.55 9.00 0.052 3.50 C.:47 17 47 L 0 . � 10,0: 0.035 0.36 4.00 ^ ^1'0.10 ,�r. 12.22 0, 015 0.2: 12.57 0.009 0.08 e7 0,002 0.02 4C p. 002 15.33 022 15.03 003 15.50 004 47C74 0!4 17.24 ^nq .7 60 ^CC YYY 1,'7C 00r v. 17.09 ^^, 17,92 008 18 nn ^no Calcs By:ROB TRAPP Checked By: Page: Ser *310126* Hypercalc;Program by Crowley Design Group, ( 150.3 143.3 ▪ * 40, 1Ju.i t A ILv.v� 1 P 11Y.Y • 14...4 1 MJV iLJJ T 55.5 3 14$7) (A •A....AA.. 1' I I 1530 20CC 2403 28CJ Pressure vs. Flow 147.00 0.00 110.00 1447.00 0 3050.10 320: SOUTHCENTER B LD A LAMPS PLUS 16813 SOUTHCENTER PARKWAY TUKWI LA WA 98188 JOb Number _ 98626 7-9-90 Hydraulic Design In -Formation Sheet Name:SOUTHCENTER BLD A LAMPS PLUS Date:7-9-90 Location:16813 SOUTHCENTER PARKWAY TUKWILA WA 98188 Contractor:WESTERN STATES FIRE PROTECTION Telephone: 205-453-8410 1940 116TH NE BELLEVUE WA 98004 Calculated By:ROB TRAPP Construction: COMBUSTIBLE Occupancy: SPEC. RETAIL STORES System Nc.:1 System D s i g n Contract No.:98626 Drawing No.:1 OF 2 Ceiling Height:Varies Code:NFPA # 13 Review Agency:WSRB,TUKWILA FIRE DT Area of Sprinkler Operation:3000 Density (gpm/sq.ft.):.13 Area Per Sprinkler:110 Hose Allowance gpm Inside:150 Hose Allowance gpm Outside:750 Rack Sprir;.ler Allowance: Calculation Summary System Type:WET Sprinkler or Nozzle Make:GEM Model:F950 Size: 1/2 K-factor:5.6 Temperature Rating:165 Requires 1497.2 gpm at 56.77 psi at CONNECTION TO SUPPLY Interior 0-factor:120 Underground C-factor:140 Water Supply Test Information Test y:CITY FIRE DEPT Da '-25-90 .:G ..C4 v Time: Lccat i on : CONNECTI ON TO Elevation: Static Pressure:147 Residual Pressure:11C Flow:1447 SUPPLY HYD$159 Storage Deta i l Pump Data Type: Elevation: Rated Psi: Rated Gpm: Well Proof Flow: Tank Data Elevation: Size: Commodity: Location: Storage Height: Single, Double, or Multi Row: Pallet Type: Storage Method: %Solid Piled: Class: Storage Area: Clearance to Ceiling: Aisle Width: Encapsulated?: %Palletized: %Rack: Longitudinal Flue Spacing: Transverse Flue Spacing: Horiz.Barriers Provided?: 0 SUMMARY' 0 F HYDR AU LIC CA LCU L A T I ONS F 0 R S O U T H C E N T E R BLD A LAMPS PLUS 2 SSP HEADS SAME DROP TYP. TUKWILA WA 98188 Job No:98626 S u b m i t t e d By WESTERN STATES FIRE PROTECTION 1940 116TH NE BELLEVUE WA 98004 Design Specifications Density 0.130 Design Area: 3000.00 Water Supply Information 147.00 psi @ 0.00 gpm 110.00 psi @ 1447.00 gpm System Demand 8.88 psi 29.6 gpm T o t a l Demand 29 _ 6 g p m @ 8_ 88 p s i System safety factor : 1 38 - 08 psi Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : 0 : V . B : Butt'flyVa I : P : W : C : Check Va J : Q : X : Det. Chk. D : DryPipeVa K : R : Y : E : Std. Elbow L : LongTurnEl S : Z : BACKFLOW F : Deluge Va_ M : T : Std. Tee G : Gate Va N : U : Calcs By: ROB TRAPP Checked: 9-13-90 Page: 1 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Summary of- Sprinkler and Hose Flows . 1 Job No:98626 SOUTHCENTER BLD A LAMPS PLUS Design density: .13 Supplied flow and pressure is based on 8.88 psi available at supply ( 146.97 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. 3 7.00 7.00 5.60 14.8 14.8 0.0% 3 4 7.00 7.00 5.60 14.8 14.8 0.0% 4 Calcs By: ROB TRAPP Checked: 9-13-90 Page: 2 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for SOUTHCENTER BLD A LAMPS PLUS gob X1o:98626 9-13-90 System:1 Path MD: 1 ONE SSP HEAD Principal path Feeds Path:2 at Pt:2 Drawing:1 OF 2 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Nam, Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. 3 -3.50 7.00 2 -3.00 7.45 S 8.88 7,00 5.60 14.8 14.8 4.95 1.104 4.50 ET 7,45 14.8 29.6 9.90 1.104 4,00 2ET Path K -Factor = 9.94 Path N o: 2 ONE S S P HEAD Fed by path No.1 (C:120) 7.00 11.50 0.058 0.67 -0.22 (-0.50 ) 7.45 2 9.00 13.00 0.210 2.73 -1.30 (-3.00 ) 8.88 S Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) 4 -3.50 7.00 7.00 5.60 14.8 14.8 4.95 1.104 4,50 ET 7.00 11.50 0.058 0.67 -0.22 (-0.50 ) 7.45 2 2 -3.00 7.45 Path K -Factor = 5.43 Calcs By:ROB TRAPP Checked By: Page: P-01 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 SUMMAR Y OF HYDR AUL 1 C CA LCU L A T 1 ONS FOR S O U T H C E N T E R BLD A LAMPS PLUS 16813 SOUTHCENTER PARKWAY TUKWILA WA 98188 Job No:98626 Su b m i t t e d By WESTERN STATES FIRE PROTECTION 1940 116TH NE BELLEVUE WA 98004 Design Specifications Water Supply Information System Demand Density . 0.130 147.00 psi @ 0.00 gpm 77.98 psi Design Area: 3000.00 110.00 psi @ 1447.00 gpm @ 1151.6 gpm + 750.0 gpm Hose Total Demand= '1901.6 gpm @ 77.98 psi System safety factor = 7 . 68 psi Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : 0 . V . B : Butt'flyVa I : P : W : C : Check Va J : Q : X : Det. Chk. D : DryPipeVa K : R : Y : E : Std. Elbow L : LongTurnEl S : Z : BACKFLOW F : Deluge Va_ M : T : Std. Tee G : Gate Va N : U : Calcs By: ROB TRAPP Checked: 9-13-90 Page: 1 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 SL.immary of Spr1 nler and Hose Flows Job No:98626 SOUTHCENTER BLD A LAMPS PLUS Design density: .13 Supplied flow and pressure is based on 77.98 psi available at supply ( 85.67 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. Al2 56.42 56.42 0.00 150.0 150.0 0.0% Al2 S01 13.93 13.93 10.78 40.3 30.5 32.1% S01 SO2 9.40 9.40 10.78 33.0 30.5 8.2% SO2 S03 8.31 8.31 10.78 31.1 30.5 2.0% S03 SO4 8.00 8.00 10.78 30.5 30.5 0.0% SO4 S05 8.02 8.02 10.78 30.5 30.5 0.0% S05 S06 8.27 8.27 10.78 31.0 30.5 1.6% S06 S07 9.24 9.24 10.78 32.8 30.5 7.5% S07 S08 13.47 13.47 10.78 39.6 30.5 29.8% S08 S09 16.60 16.60 5.64 23.0 15.9 44.7% S09 S10 13.39 13.39 5.64 20.6 15.9 29.6% S10 S11 11.17 11.17 10.78 36.0 30.5 18.0% S11 S12 10.27 10.27 10.78 34.5 30.5 13.1% S12 S13 10.20 10.20 10.78 34.4 30.5 12.8% S13 S14 10.23 10.23 10.78 34.5 30.5 13.1% S14 S15 10.83 10.83 10.78 35.5 30.5 16.4% S15 S16 12.57 12.57 5.64 20.0 14.9 34.2% S16 S17 15.18 15.18 5.64 22.0 14.9 47.7% S17 S18 23.63 23.63 9.94 48.3 29.6 63.2% S18 S19 23.07 23.07 5.64 27.1 14.9 81.9% S19 S20 23.08 23.08 5.64 27.1 14.9 81.9% S20 S21 23.39 23.39 5.64 27.3 14.9 83.2% S21 S22 18.32 18.32 5.64 24.1 14.9 61.7% S22 S23 15.47 15.47 5.64 22.2 14.9 49.0% S23 S24 14.35 14.35 9.94 37.7 29.6 27.4% S24 S25 13.73 13.73 5.64 20.9 14.9 40.3% S25 S26 13.64 13.64 5.64 20.8 14.9 39.6% S26 S27 13.65 13.65 9.94 36.7 29.6 24.0% S27 S28 13.94 13.94 5.64 21.1 14.9 41.6% S28 S29 14.71 14.71 5.64 21.6 14.9 45.0% S29 S30 15.29 15.29 5.64 22.1 14.9 48.3% S30 S31 16.70 16.70 5.64 23.1 14.9 55.0% S31 S32 29.91 29.91 5.64 30.8 14.9 106.7% S32 S33 29.59 29.59 5.64 30.7 14.9 106.0% S33 S34 29.60 29.60 5.64 30.7 14.9 106.0% S34 Calcs By: ROB TRAPP Checked: 9-13-90 Page: 2 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Flow Diagram for SOUTHCENTER BLD A LAMPS PLUS C01)>>>001)))>S01)>>>S02>)>>S03>>>>SO4)>>>S05((((S06((((S07(l((S08((((((((((l(l(((((((((((((((((((((((((((((((((B01((((A01 136.6 136.6 96.3 63.3 32.2 1.7 28.8 59.8 92.6 132.2 132.2 136.6 132.2 CO2)>>>002>)))509>)>>510>>>>S11>)))512>>>>5131(((S14((((S15((((S16((((S17(((((((((((((((((((((((((((((((((((((((802((((A02 136.9 136.9 113.9 93.2 57.2 22.1 11.7 46.2 81.7 101.7 123.7 123.7 273.4 255.9 C22))>>022>)>>S18>>>>S19>>))S20((((S21(((((((((((((((((((((((((((((((((((((((((((((((((l(((((((((((((((((,((C(((822((((A22 76.0 16.0 27.7 0.6 26.5 53.8 53.8 349.5 309.7 CO3)>))003>>>>S22))))S23>))>S24)>)>S25))>)S26))))S27((((S28((((S29((((S30(((cS31(((((((((((((((((((l((((((((((((803((((A03 131.0 131.0 106.8 34.6 47.0 26.1 5.3 31.5 52.5 74.2 96.2 119.3 113.3 480.4 429.0 C04)>>>D04>))>S32>))>S33>)>>S34((((((((((((((((((((((((((((((C(((((((((((((((((((((((((l((((((((((((((((((((((((804((((A04 18.2 18.2 32.8 2.1 28.6 28.6 498.5 457,5 C44)))>044((((((((((((l((((((((((((((((((((((((((((((((C((((((((((((((((((((((((((((((((((((((((((((((((((((((((B44((((A44 20.8 24.6 24.6 519.5 482.1 C05((((005((((((((((((((((((((((((((CC((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((805((((A05 22.2 22.2 22.2 497.3 C55((((055((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((B55((((A55 22.5 22.5 22 5 474.8 526.8 C06((((D06((((((((((((((((((((((((((((((((((l(((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((B06(l((A06 23.4 23.4 23.4 451.5 550.1 C07((((001(((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((C((((((((((((807((((A07 28.0 28.0 28.0 423.4 578.1 C08((((008((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((B08((((A08 24.0 24.0 24.0 399.5 602.1 FTaw Diagram for SOUTHCENTER BLD A LAMPS PLUS C09((((D09((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((l((((((((((((((l((((((((((((((((((((((B09((((A09 20.6 20.6 20.6 378.9 622.7 C10((((ll(((((((((((l(((((((((((((((((((((((((l((((((((((((((((((((((((l(((((((((((((((((((((((((((((((((((((((((((((((A10 378 9 1001,6 All Path Summary Printout for SOUTHCENTER BLD A LAMPS PLUS Job No:98626 9-13-90 System:1 Drawing:1 OF 2 Path No = 1 Remc to tc Supp 1 y Principal path Feeds Path:2 at Pt:A02, Path:3 at Pt:A22, Path:4 at Pt:A03, Path:5 at Pt:A04, Path:5 at Pt:A10 Ref Elev. Pressure (psi) K Flaw (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) C01 12.83 27.57 27,57 -136.6 19.55 1.687 0.67 T 8.00 8.67 0.450 -3.90 -0.29 (-0,67 )23.38 001 001 13.50 23.38 23.38 -136.5 19.55 1.687 13.00 T 8.00 21,00 0.450 -9.45 13.33 SO1 S01 13.50 13.93 13.93 10.78 40.3 -96.3 13.79 1.687 11.25 2E 8.00 19.25 0.236 -4.54 9.40 SO2 SO2 13.50 9.40 9.40 10.78 33.0 -63.3 9.06 1.687 10.00 10.00 0.108 -1.08 8.31 503 S03 13.50 8.31 8.31 10.78 31.1 -32.2 4.61 1.687 10.00 10.00 0.031 -0.31 3.00 SO4 SO4 13.50 8.00 3.00 10.78 30.5 -1.7 0.25 1.687 10.00 10.00 0.000 -0.00 8.02 505 505 13.50 8.02 8.02 10.78 30.5 28.8 4.12 1.687 10.00 10.00 0.325 0.25 8.27 SO6 506 13.50 8.27 8.27 10.78 31,0 59.3 8.56 1.637 10.00 10.00 0.098 0.98 9.24 S07 507 13.50 9.24 9.24 10.78 32.8 32,5 13.26 1.587 11,25 2E 8.00 19.25 0.219 4.22 13.47 508 S08 13.50 13.47 13.47 10.78 39.6 132.2 18.22 1.687 15.50 T 8.00 23.50 0.423 9.95 23.42 801 801 13.50 23.42 23.42 132.2 18.92 1.687 0.67 T 8.00 8.67 0.423 3.67 0.29 ( 0.67 )27.38 A01 A01 12.83 27.38 27.38 132.2 5.07 3.260 8.50 8.50 0.017 0.15 21.52 A02 A02 12.83 27.52 27.52 123.7 255.9 9.81 3.260 7.00 7.00 0.058 0.41 27.93 A22 A22 12.83 27.93 27.93 53.8 309.7 11.37 3.260 4.00 4.00 0.083 0,33 28.26 A03 A03 12.83 29.26 28.26 119.3 429.0 16.44 3.260 11.12 2L 10.00 21.12 0.151 3.19 31.45 A04 A04 12.83 31.45 31.45 28.5 457.5 17.54 3.260 9.00 2L 10.00 19.00 0.170 3.23 34.69 A44 444 12.83 334.69 34.69 24.6 482.1 18.48 3.260 3.50 3.50 0.188 0.66 35.34 A05 A05 12.83 35.34 35.34 22.2 504.3 19.33 3.260 10.00 10.00 0.204 2.04 -0.29 (-0.57 )37.09 A55 455 13.50 37.09 37.09 22.5 526.8 20.19 3.260 4.00 4.00 9.221 0.88 0.29 ( 0.57 )38.26 A06 A06 12.83 38.26 38.26 23.4 550.1 21.09 3.260 12.33 12.33 0.239 2.95 41.22 A07 A07 12.83 41.22 41.22 28.0 578.1 12.98 4.260 10.67 10.67 0.071 0.76 41.98 A08 A08 12.83 41.98 41.98 24.0 602.1 13.52 4,260 10,67 10.67 0.377 0.82 42.80 A09 A09 12.83 42.80 42.80 20.6 522.7 13.98 4,260 53.00 TL 26.00 79.00 0.082 6.45 5.57 (12.83 )54.83 A10 A10 54.83 54.83 378.9 1001.6 11.03 6.065 6.17 6.17 0.035 0.22 -1.74 (-4.00 )53.31 A11 A11 4.00 53.31 53.31 1001.6 11.09 6.065 4.00 AG 35.00 39.00 0.035 1.38 1.74 ( 4.00 )56.42 Al2 (C:140) Al2 56.42 56.42 150.0 1151.6 6.93 8.230 210.00 SETGZ 2565.57 2775.57 0.008 21.56 77.98 S S 77.98 Path No=2 Grid Line Fed by path No,1 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. CO2 12.83 27.73 27.73 -136.9 19.59 1.687 0.67 7 002 13.50 23.52 23.52 -136.9 19.59 1.687 7.33 T 509 13.50 16.60 16.60 5.64 23.0 -113.9 16.30 1.687 10.00 510 13.50 13.39 13.39 5.64 20.6 -93.2 13.35 1.687 10.00 S11 13.50 11.17 11.17 10.78 36.0 -57.2 8.19 1.687 10.00 512 13.50 10.27 10.27 10.78 34.5 -22.7 3.25 1.687 5.00 S13 13.50 10.20 10.20 10.78 34.4 11.7 1.68 1.687 6.00 S14 13.50 10.23 10.23 10.78 34.5 46.2 6.62 1.687 10.00 : t0-•, 20 8.00 8.57 0.452 -3.91 -0.29 (-0.67 )23.52 002 8.00 15.33 0.452 -5.92 16.60 509 10.00 0.321 -3.21 13.39 510 10.00 0.222 -2.22 11.17 Sil 10.00 0.090 -0.90 10.27 S12 5.00 0.016 -0.08 10.20 S13 5.00 0.005 0.03 10.23 S14 10.00 0.051 0.61 10.83 S15 Calcs By:ROB TRAPP Checked By: Page: P-01 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path -Summary Printout for SOUTHCENTER BLD A LAMPS PLUS :Job NO:98626 9-13-90 System:1 Path No : 2 (Continued) G r i d Fed by path No.1 Drawing:1 OF 2 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict,loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in, Length Summary Length Length per.ft Total Psi (ft.) Press Pt. 515 13.50 10.83 10.83 10.18 35.5 81.1 11.70 1.687 10.00 S16 13.50 12.57 12.51 5.64 20.0 101.7 14.56 1,681 10.00 S17 13.50 15.18 15.18 5.64 22.0 123.7 17.71 1.681 15.50 T 302 13.50 23.98 23.98 123.1 17.11 1.681 0.67 T A02 12.83 27.52 Path Mc): 3 G r i d L i ne Fed by path No.1 (0:120) 10.00 0.174 1.14 12.57 516 10.00 0.261 2.61 15,18 511 8.00 23.50 0.375 8.80 23.98 802 8.00 8.67 0,375 3.25 0.29 ( 0.67 )27.52 102 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Siam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt, C22 12.83 28.19 28.19 -76.0 10.88 1.687 3.00 T 022 13.50 26.22 26.22 -16.0 10.88 1.687 9.00 T S18 13.50 23.63 23.63 9.94 48.3 -27.1 3.96 1.687 24.00 819 13.50 23.07 23.07 5.64 27.1 -0.6 0.08 1.687 14.00 S20 13.50 23.38 23.08 5.64 27.1 26.5 3.80 1.687 14.00 S21 13.50 23.39 23.39 5.54 27.3 53.8 7.70 1.687 34.00 T 822 13.50 26.76 26.16 53.8 1.70 1.687 3.00 T A22 12.83 27.93 Path N o= 4 Gr i d Fed by path No.1 (C:120) 8.00 11.00 0.152 -1.67 -0.29 (-0.67 )26.22 022 8.00 17.00 0.152 -2.59 23.63 518 24.00 0.023 -0.56 23.07 519 14.00 0.000 -0.00 23.08 520 14.00 0.022 0.30 23.39 S21 8.00 42.00 0.080 3.21 26.16 822 8.00 11.00 0.080 0.88 0.29 ( 0.67 )27.93 122 Ref Elev. Pressure (psi) K Flaw (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Lass Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. CO3 12.83 28.60 28.60 -131.0 18.75 1.687 0.67 T D03 13.50 24,70 24.70 -131.0 18.75 1.687 7,33 T S22 13.50 18.32 18.32 5.64 24.1 -106.8 15.29 1.681 10.00 523 13.50 15.47 15.47 5.64 22.2 -84.6 12.12 1.687 6.00 S24 13.50 14.35 14.35 9.94 37.7 -47.0 6.12 1.687 10.00 S25 13.50 13.73 13.13 5.64 20.9 -26.1 3.73 1.687 4.00 S26 13.50 13.64 13.64 5.64 20.8 -5.3 0.75 1.687 10.00 521 13.50 13.65 13.65 9.94 36.1 31.5 4.51 1.687 10.00 S28 13.50 13.94 13.94 5.64 21.1 52.5 7.52 1.687 10.00 S29 13.50 14.71 14.71 5.64 21.6 74.2 10.62 1.687 4.00 S30 13.50 15.29 15.29 5.64 22.1 96.2 13.18 1.681 6.00 531 13.50 16.70 16.70 5,64 23,1 119.3 17.08 1.681 15.50 T 803 13.50 24.93 24.93 119.3 17.08 1.687 0.67 T A03 12.83 28.26 (C:120) 8.00 8.67 0.416 -3.61 -0.29 (-0.67 )24,70 003 8.00 15.33 0.416 -6.38 18.32 S22 10.00 0.285 -2.85 15.47 S23 6.00 0.186 -1.11 14.35 S24 10.00 0.062 -0.62 13.73 S25 4.00 0.021 -0.08 13.64 S26 10.00 0.001 -0.01 13.65 527 10.00 0.030 0.30 13.94 S28 10.00 0.017 0.77 14.71 S29 4.00 0.145 0.58 15.29 S30 6.00 0.235 1,41 16.70 531 8.00 23.50 0.350 8.23 24.93 803 8.00 8.61 0.350 3.04 0.29 ( 0.67 )28.26 A03 Calcs By:ROB TRAPP Checked By: Page: P-02 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for SOUTHCENTER BLD A LAMPS PLUS Job No:98626 9-13-90 System:1 Pat h N c: 5 Gr -1 d L i n e Fed by path Na.1 Drawing:1 OF 2 Ref Elev. Pressure (psi) K Flaw (gpm) Veloc Diem. Actual Fitting Fitting Total Frict.Lass Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) C04 12.83 30.67 30.67 -18.2 2.61 1.587 0.67 T 8.00 8.67 0.011 -0.09 -0.29 (-0.67 )30.29 004 004 13.50 30.29 30.29 -18.2 2.61 1.687 26.50 T 8.00 34.50 0.011 -0.37 29,91 S32 S32 13.50 29.91 29.91 5.64 30.8 -32.8 4.70 1.687 10.00 10.00 0.032 -0.32 29.59 S33 S33 13.50 29.59 29.59 5.64 30.7 -2.1 0.31 1.687 10.00 10.00 0.000 -0.00 29.60 S34 S34 13.50 29.60 29.60 5.64 30.7 28.6 4.09 1.687 46.00 T 8.00 54.00 0.025 1.34 30.94 804 304 13.50 30.94 30.94 28.6 4.09 1.687 0.67 T 8.00 8.67 0.025 0.22 0.29 ( 0.67 )31.45 A04 A04 12.83 31.45 AAAA"' nAWAA Path No : 6 Fa r Main Fed by path No.1 Ref Eiev. Pressure (psi) K Flaw (gpm) Veloc Diem. Actual Fitting Fitting Total Frict.Loss Eiev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. 001 12.83 27.57 CO2 12.83 27.73 C22 12.83 28.19 CO3 12.83 28.60 C04 12.83 30.67 C44 12.83 32.47 C05 12.83 33.22 055 12.83 35.21 CO6 12.83 35.94 C07 12.83 37,39 C08 12.83 39.56 C09 12.83 40.97 C10 12.83 41.09 A10 54.83 AAAAA 27.57 136.6 5.24 3.260 8.50 27.73 136.9 273.4 10.48 3.260 7.00 28.19 16.0 349.5 13.40 3.260 4.00 28.60 131.0 480.4 18.42 3.260 11.12 30.67 18.2 498.6 19.12 3.260 9.00 32.47 20.8 519.5 19.91 3.260 3.50 33.22 -22.2 497.3 19.06 3.260 10.00 35.21 -22.5 474.8 18.20 3.260 4.00 35.94 -23.4 451.5 17.31 3.260 12.33 37.99 -28.0 423.4 16.23 3.250 10.67 39.56 -24.0 399.5 15.31 3.260 10.67 40.97 -20.6 378.9 14.53 3.260' 1.00 41.09 378.9 14.53 3.260 48.00 TL (C:120) 8.50 0.018 0.15 27.73 CO2 1.00 0.065 0.46 28.19 C22 4.00 0.103 0.41 28.60 CO3 11.12 0.186 2.07 30.61 004 9.00 0.200 1.80 32.47 C44 3.50 0.215 0.75 33.22 005 10.00 0.199 1.99 35.21 C55 4.00 0.132 0.73 35.94 CO6 12.33 0.165 2.05 37.99 047 10.67 0.148 1.57 39.56 008 10.67 0.132 1.41 40.97 009 1.00 0.120 0.12 41.09 010 20.00 68.00 0.120 8.17 5.57 (12.83 )54.83 A10 Calcs By:ROB TRAPP Checked By: Page: P-03 Ser:*310126* Hypercalc Program by Crowley Design Group, (215)-337-7060 FERGUSON & SONS 120436 3S 30 25 2.0 8� 0 r, 3� to :to j 2 0 40 3 3(t" 4 �.3 `QF. n N SEf 9ETi.tt, 54t>EcT- c2.01-; 1 . IIII xl CNI11� x I ti awl f-�' I " b ADS III "5- .. . WEloT lPgDPEP- y LITE ELEVNT �'d(L 1" v IO' 1 -10Th : T11.11 -I OE EX. 2 PJL PIPES W/ kali ADS FIFE. Let'Pve• P1126s ASL P.4D (Li) ti-LS SEP -u tt-t�-1 I -S 1C•t c-000 Co1•-4DIT1Ow1-) ase41-t E®' WALL l�>�f DETAtt.., -64efx 47.oc3 Ps 1,4 Gg ti . ick .....32....•x., `7'6.41). 2:1 SLOPE.- 4 WaLc, F2Df CLF tOA - t Cttu asstu- °I 1-1(P6IC 42„- oilsouv coo£ ) Ton 29.9 I lJv 22. e•O \ N1 so frAnvea 1 \ Zo LF t 4 4"sZ•'D CRTC $- PSAs UJ 12 TYP. T W/tl-tL“Ito? TCP 28.10 INN 2.5 .80 114Zooclve ThtS 01 -Lir) n, Ds IZD L an ens • DS _1oLF4`' CATG►a-$ASIN I( TYPES w7 err TOP 2?.1 14V 23.40 ,,"DI jJ,t'ss "l F.= ,0 b 40 Zo .4 c - 38 CATtu 5551/44`10 i1 �1 "iY'Pl✓�-� tlilf�l; -rof, TOP 7.8.3S 'd I RV 23.20 40' p-1.3 be sup w f c.otJc.: t�LIC . C-1 SF) 48 �•--4 40 38 o, 36 -34 1 - -32 Pis of WS ovir, or Whims si+ , s}vro a acceptances relate exClusi IO I ly t ario in any way upre on the quence stio of w d with respect to possible i atilt loss - d1 exis#t1�c N comments various cond atrued as be has been exerc - - jury or damage : result to �ficition IS so IM sOOMit 43) y shown t'1f eVtan� e. L «,a , e eel of t pee' ciM� >fl 3 efehr6orffW' BcK I \ zards whidlrmz3lP) _e Ft7IY I.ADvE j-11/40)M't` VALvE.. 814" ft..v Ki TEC- u)f "ELnK1 t -vcuxe- t toW- NEW tNEW .OA[.K. 13 .ENa e.1Et.0 Ate. g?Amp x1s't11 c Q IEnr7� .._ _ f. , It� rmar�230t_G a.. Wt>,-rEfc®`-__2.5ie. 00441 06 (»A.6040R, 1A.6040I- .p, 1s"SS 1.E..z 22.1 v-3 v.'WTIL. Ie. 24.3 J �Ov ysur_(3��o 500' co‘r 40 r Muth 4fca..� kklimeristsfax Sakes ACLPJEDJ AS NOTED IN RED THE -ATTACHE =M TER 1.1 BAST L I M Ir or S L0FE 61ZZ TES. THA1.1 ) 'J• 46' ctirco- .17A6114 4 42 _30 TYPE 1 TOP 27-0 (uv 23.2 -2s 90° tk1 SEND w/COAL {�I.LJgL (7 5f ) CI1741•114EL(ZAT(ot•L ��o1Ji�i C I•�-�2 PARtaliPAI ISO SCAM. een - rsv wei and -accepted by the City of v.144:'ila Fire De )t. Additions, deletions .-_ i:• 2"'rii,IDfA P drawings aftar this" :A4 will v.;ii this a.rceptance and will .,tialre a resubmittal of revised drawings. FiaaI acceptance is subject to field- i;u,lec9ioii ay a representative of this - des. Ili By CITY OF TUKWILAe- 575 575.4407 217 .i -P /eif 4,1 ✓/0),- 7;14 ) -71‘, -Ef.D6IONL CO }.I.Teo COMP Lam( WIT* ' fR•E PA a is 13tot 14-1 `fit} I t�LC-S r>:o to /o z1 e - 2soIsmt) 1012016 AQP Tovao T31 T &Mt brr 1 v cAwtc.sg---. 6ir4EET' C3 or 3 L OCATI D M OFT1•16%5 LIME - EST A3t.tb4F.D OsliJC SPDT Gt2A1DcS S14.0L07,4 oE.1 0F.IG114NL Co Lt= IOlzA.oi ((x /\MD elE.( O Wo2.K Do} -4E_ t ,'( Zusl--( 7-D /SND N ITG+4IWAS - 11.1 'F.E13ei)t 1 (990 . t,1D-rE: Pt2o'Ji1Anl IE5 IMUM PA2A tor.) A.T OF ALL WATER `Y StrvJtsg SYSTEMS . _ CaTc.ur p. Pk.si t 4.5 TYPES 72-» Up/1141.4f -roP 100? = 24.(0 24 114v = IT�S NP" -2,c' F -r. ,-nz ET RAJTo Q VAcATE0 Ar1p PJac-LIASECt E,Y oWPJER FRom PJc €-r PotJER PRIOR_ To Ft.-AtJ APPROVAL Zo.3S Co"' Pour- PICItW f T1Z.vc K cu tLL (A2 TNtS o2.tu1' Z.- 5 TIMES ? - - Nta -"14-- f C0N4WT 14E,tis IS"CMP - 1 TO E C IST -I tic, 15" 16.2S (v z.iF‘d y ire Kau GoE,f5 l=x r. ermovE t5LP -&O Ash,Q.- �- 64 t--11.-1* Tor -25.4 r rl J. = 55 Cosi-r) 1►JJ. = n.41 CIN) Z5 0, ' 1„ 1 1 1jr$�o�Jo��� I t2 kh- JfLV - 1,IoTE: i*1STALL ►2D 1-F 4-2 DRY W FAM R Ar -117 AS t. -AST PaRT of STORM p�AI'4AC-tet; SY .TEM cor1STRJGT►or1 Mt -171.1x1 'f1.lti: ERo41o,-J Gow1TQoL F'bnlp iJp4TIL OPERZAT10 J Pr R 1 1.J s).-1E.S-r G3 c'i , . sox354esr-tr (�toY.toQSW.>t. ) FoR trJTJ`ZE IMPROVEl-1E t.1TS , (by oT>•kKizs-APPRvx Sc.ticot)c.6- 1111 COMTRO L 1,AAM (40LE- 4 - I" DEtwcr WATee MTfe.. TPF 72"DINR G>3 • to / 1 uL,Er r7 P Y-Pouoe.r frtO.iutf�.aMtc.�. Thr- vSeS DP,aoe ol.r ToP 501.84 c.t`.t-c=.. --+--s -- INV = Ito:7 _ Ti MES OvE-e.CLou) •- 21.4- 2¢I' u % 2. 012.tF tG1= --IPeoUtvt`_ 3 IYz." Pvc. Co uCUITS 1351_,8 1,A1M ;VI CAP MARK - 6-ru21vl 13f-60 -1 £r1 oCo _0 .P3 CO 1•44.1.,' INE �" 'I.* V +I 1? E PLAzz E\C t5Tu1 CT t>tiz.W E A cont(w t....::;! (Di 14Eu) c ITS( St -1) g -1 WAUG CoMlr &I t t tLV.- 09343-DWG WYSE(2) VG R.75 f _or"- f. Shu I.LA. t La C,OI,1TRo L_ MA,-(NOLE # 1 TYPE IL - 54 /SoU0 -ra P Ibt= ZS4Co -IMV* 18.3 - 11-17.-1 To P To 10/. EX. I k)J. r)EW ovE R. ..ou) = 25.7 IS" RASf.2. w/ ��1$ a owFlc- t 4S= 14..0't 8+= 1�1EW G Ft COML. WAd,IC E ' C.C3.4.4. G V -FS set r-� 1..lo-re.: ex(SI11J(. SSW ER NNE. RT Et_EV, To e7e F tE Lp 'JE4ztFtE2 g7Y A S.WeeOR -net? irJTo ALL. e t -p( 4. ft. SITE CL:EVS . PRIOR Tt7 eE e,i x101 t.6 AJ -W C oOsTZ icrior) 0 DE`1L E,xTVJDE cow, (Tv r) 1- .9 w A e 1mo+ �pQ-1✓XISTI M&i SA i•[ Ml-} n' Top 23.02 lkiV t4,(2 Jourr4cE.tarE lekway l 10(J U" 0.5'%bMItI X 7 Soba,u1"st vi'Lti(..e r tS Mo14v meiki _: tw o t ��.. I(pSn-sr. ra EAsr (Ac.so used on JA,Rem til crea' r F)L1 � x � lit � -1-140-104( `140-10t l( (2.1 O EAST of 4. 0.32' 1.109.T OF JPsDit.)tSta c c.t1. ) G. • A A TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job No. X71, and exact address for shun down or restoration approved, FILE .6 6t-iE r 6.5 FZ, KoTE IV Loehrtoi.1 o>r oRP.11.hACi `7� 6 LviKLrl DSI NAbt= f2D 4 '.LSpOr R/W TO Tt- .WE6 d JKr_z_ swat -L. Peov1DE 38) 5So To cIT'S As cotitn mol -1 oF me. cuu5c4,rrl A c s Pet t (r re IL. R.ATP. S1•fAP-E eF T7ZAFFLe- M OWNEC S % dJI_ Pew LDf. EAi,EM>=14.-CS foto__ UTtLIT11=S G MMo14 /t,CL.LSS It. PA-tl.ICI it.4Ce S Fort Pu6t: -Po u)erL. D P_t v E Ar r`colet-p4 T. - ey 6 POT urs P 20 Po6 D SPOT Ft M l5 t{• e.x GONTDVtL- PP.OPo,r= D 'F l N► Cst V G-RADC CO tk-i 0 R . 'EDCf D% tiL U-) l Pt•-ALTtc- Gomc.V-ET - - - - L.R.ALPF_ 177P. -A.1. (NA AR N I Mh(Gr - PINT+ ,,,suraa4-4` EA4T Lt) t of 5LoPE GS ATtIZTAAN 15��•� -C-P-ADES e PR.OoCC`' L-1 t•t ES A•17-6- 0MMl - i N,Fd2MD tol..t F120\iil7ED 15Y( A,LA.IL& PEiE A -c Null CC) cies, Le Aft to MtcaNE-t_ Qwoo Urw-r--McCI44L Co• L1 i) 6E -Pr ntri LouTtt crow. St�A�L . FtF-c-t� �F�t�Y AcuL ii4Foet 1(.T ci4 PR -Lok. Tb COM.s5 Rorto).4 • I.1EAJJ C(TY STD R-"? CoM1.,tE.lecIA4- o tz.tvF CALL 48 HOURS - BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE JUL 13 1990 11 "1.513- ........,1 1) -�f 3/53 -- VG /.5s -- ( IN FEET ) 1 inch 20 ft. 0 cCi fa - N a N w c 1 _Du'vlkr) cJ 0 Ld LL O 0 (1) W co O WASHINGTON J DRAWN BY HRJ CHECKED BY RMR SCALE 1n=20' DATE: 1/23/90 JOB NO 89343.00 Lct OF 3 --- c N -T u. ; + N A4 AU- f04 Q � I ..ssr4cr4:a%ice=es. ••Aum � kt d - - - --0 - _ --- .... 'TTTc _ _ -- T.. z - _- -t .4 err`.. _ _;... - �- 3 -- Pt` SEf 9ETi.tt, 54t>EcT- c2.01-; 1 . IIII xl CNI11� x I ti awl f-�' I " b ADS III "5- .. . WEloT lPgDPEP- y LITE ELEVNT �'d(L 1" v IO' 1 -10Th : T11.11 -I OE EX. 2 PJL PIPES W/ kali ADS FIFE. Let'Pve• P1126s ASL P.4D (Li) ti-LS SEP -u tt-t�-1 I -S 1C•t c-000 Co1•-4DIT1Ow1-) ase41-t E®' WALL l�>�f DETAtt.., -64efx 47.oc3 Ps 1,4 Gg ti . ick .....32....•x., `7'6.41). 2:1 SLOPE.- 4 WaLc, F2Df CLF tOA - t Cttu asstu- °I 1-1(P6IC 42„- oilsouv coo£ ) Ton 29.9 I lJv 22. e•O \ N1 so frAnvea 1 \ Zo LF t 4 4"sZ•'D CRTC $- PSAs UJ 12 TYP. T W/tl-tL“Ito? TCP 28.10 INN 2.5 .80 114Zooclve ThtS 01 -Lir) n, Ds IZD L an ens • DS _1oLF4`' CATG►a-$ASIN I( TYPES w7 err TOP 2?.1 14V 23.40 ,,"DI jJ,t'ss "l F.= ,0 b 40 Zo .4 c - 38 CATtu 5551/44`10 i1 �1 "iY'Pl✓�-� tlilf�l; -rof, TOP 7.8.3S 'd I RV 23.20 40' p-1.3 be sup w f c.otJc.: t�LIC . C-1 SF) 48 �•--4 40 38 o, 36 -34 1 - -32 Pis of WS ovir, or Whims si+ , s}vro a acceptances relate exClusi IO I ly t ario in any way upre on the quence stio of w d with respect to possible i atilt loss - d1 exis#t1�c N comments various cond atrued as be has been exerc - - jury or damage : result to �ficition IS so IM sOOMit 43) y shown t'1f eVtan� e. L «,a , e eel of t pee' ciM� >fl 3 efehr6orffW' BcK I \ zards whidlrmz3lP) _e Ft7IY I.ADvE j-11/40)M't` VALvE.. 814" ft..v Ki TEC- u)f "ELnK1 t -vcuxe- t toW- NEW tNEW .OA[.K. 13 .ENa e.1Et.0 Ate. g?Amp x1s't11 c Q IEnr7� .._ _ f. , It� rmar�230t_G a.. Wt>,-rEfc®`-__2.5ie. 00441 06 (»A.6040R, 1A.6040I- .p, 1s"SS 1.E..z 22.1 v-3 v.'WTIL. Ie. 24.3 J �Ov ysur_(3��o 500' co‘r 40 r Muth 4fca..� kklimeristsfax Sakes ACLPJEDJ AS NOTED IN RED THE -ATTACHE =M TER 1.1 BAST L I M Ir or S L0FE 61ZZ TES. THA1.1 ) 'J• 46' ctirco- .17A6114 4 42 _30 TYPE 1 TOP 27-0 (uv 23.2 -2s 90° tk1 SEND w/COAL {�I.LJgL (7 5f ) CI1741•114EL(ZAT(ot•L ��o1Ji�i C I•�-�2 PARtaliPAI ISO SCAM. een - rsv wei and -accepted by the City of v.144:'ila Fire De )t. Additions, deletions .-_ i:• 2"'rii,IDfA P drawings aftar this" :A4 will v.;ii this a.rceptance and will .,tialre a resubmittal of revised drawings. FiaaI acceptance is subject to field- i;u,lec9ioii ay a representative of this - des. Ili By CITY OF TUKWILAe- 575 575.4407 217 .i -P /eif 4,1 ✓/0),- 7;14 ) -71‘, -Ef.D6IONL CO }.I.Teo COMP Lam( WIT* ' fR•E PA a is 13tot 14-1 `fit} I t�LC-S r>:o to /o z1 e - 2soIsmt) 1012016 AQP Tovao T31 T &Mt brr 1 v cAwtc.sg---. 6ir4EET' C3 or 3 L OCATI D M OFT1•16%5 LIME - EST A3t.tb4F.D OsliJC SPDT Gt2A1DcS S14.0L07,4 oE.1 0F.IG114NL Co Lt= IOlzA.oi ((x /\MD elE.( O Wo2.K Do} -4E_ t ,'( Zusl--( 7-D /SND N ITG+4IWAS - 11.1 'F.E13ei)t 1 (990 . t,1D-rE: Pt2o'Ji1Anl IE5 IMUM PA2A tor.) A.T OF ALL WATER `Y StrvJtsg SYSTEMS . _ CaTc.ur p. Pk.si t 4.5 TYPES 72-» Up/1141.4f -roP 100? = 24.(0 24 114v = IT�S NP" -2,c' F -r. ,-nz ET RAJTo Q VAcATE0 Ar1p PJac-LIASECt E,Y oWPJER FRom PJc €-r PotJER PRIOR_ To Ft.-AtJ APPROVAL Zo.3S Co"' Pour- PICItW f T1Z.vc K cu tLL (A2 TNtS o2.tu1' Z.- 5 TIMES ? - - Nta -"14-- f C0N4WT 14E,tis IS"CMP - 1 TO E C IST -I tic, 15" 16.2S (v z.iF‘d y ire Kau GoE,f5 l=x r. ermovE t5LP -&O Ash,Q.- �- 64 t--11.-1* Tor -25.4 r rl J. = 55 Cosi-r) 1►JJ. = n.41 CIN) Z5 0, ' 1„ 1 1 1jr$�o�Jo��� I t2 kh- JfLV - 1,IoTE: i*1STALL ►2D 1-F 4-2 DRY W FAM R Ar -117 AS t. -AST PaRT of STORM p�AI'4AC-tet; SY .TEM cor1STRJGT►or1 Mt -171.1x1 'f1.lti: ERo41o,-J Gow1TQoL F'bnlp iJp4TIL OPERZAT10 J Pr R 1 1.J s).-1E.S-r G3 c'i , . sox354esr-tr (�toY.toQSW.>t. ) FoR trJTJ`ZE IMPROVEl-1E t.1TS , (by oT>•kKizs-APPRvx Sc.ticot)c.6- 1111 COMTRO L 1,AAM (40LE- 4 - I" DEtwcr WATee MTfe.. TPF 72"DINR G>3 • to / 1 uL,Er r7 P Y-Pouoe.r frtO.iutf�.aMtc.�. Thr- vSeS DP,aoe ol.r ToP 501.84 c.t`.t-c=.. --+--s -- INV = Ito:7 _ Ti MES OvE-e.CLou) •- 21.4- 2¢I' u % 2. 012.tF tG1= --IPeoUtvt`_ 3 IYz." Pvc. Co uCUITS 1351_,8 1,A1M ;VI CAP MARK - 6-ru21vl 13f-60 -1 £r1 oCo _0 .P3 CO 1•44.1.,' INE �" 'I.* V +I 1? E PLAzz E\C t5Tu1 CT t>tiz.W E A cont(w t....::;! (Di 14Eu) c ITS( St -1) g -1 WAUG CoMlr &I t t tLV.- 09343-DWG WYSE(2) VG R.75 f _or"- f. Shu I.LA. t La C,OI,1TRo L_ MA,-(NOLE # 1 TYPE IL - 54 /SoU0 -ra P Ibt= ZS4Co -IMV* 18.3 - 11-17.-1 To P To 10/. EX. I k)J. r)EW ovE R. ..ou) = 25.7 IS" RASf.2. w/ ��1$ a owFlc- t 4S= 14..0't 8+= 1�1EW G Ft COML. WAd,IC E ' C.C3.4.4. G V -FS set r-� 1..lo-re.: ex(SI11J(. SSW ER NNE. RT Et_EV, To e7e F tE Lp 'JE4ztFtE2 g7Y A S.WeeOR -net? irJTo ALL. e t -p( 4. ft. SITE CL:EVS . PRIOR Tt7 eE e,i x101 t.6 AJ -W C oOsTZ icrior) 0 DE`1L E,xTVJDE cow, (Tv r) 1- .9 w A e 1mo+ �pQ-1✓XISTI M&i SA i•[ Ml-} n' Top 23.02 lkiV t4,(2 Jourr4cE.tarE lekway l 10(J U" 0.5'%bMItI X 7 Soba,u1"st vi'Lti(..e r tS Mo14v meiki _: tw o t ��.. I(pSn-sr. ra EAsr (Ac.so used on JA,Rem til crea' r F)L1 � x � lit � -1-140-104( `140-10t l( (2.1 O EAST of 4. 0.32' 1.109.T OF JPsDit.)tSta c c.t1. ) G. • A A TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job No. X71, and exact address for shun down or restoration approved, FILE .6 6t-iE r 6.5 FZ, KoTE IV Loehrtoi.1 o>r oRP.11.hACi `7� 6 LviKLrl DSI NAbt= f2D 4 '.LSpOr R/W TO Tt- .WE6 d JKr_z_ swat -L. Peov1DE 38) 5So To cIT'S As cotitn mol -1 oF me. cuu5c4,rrl A c s Pet t (r re IL. R.ATP. S1•fAP-E eF T7ZAFFLe- M OWNEC S % dJI_ Pew LDf. EAi,EM>=14.-CS foto__ UTtLIT11=S G MMo14 /t,CL.LSS It. PA-tl.ICI it.4Ce S Fort Pu6t: -Po u)erL. 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CoM1.,tE.lecIA4- o tz.tvF CALL 48 HOURS - BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE JUL 13 1990 11 "1.513- ........,1 1) -�f 3/53 -- VG /.5s -- ( IN FEET ) 1 inch 20 ft. 0 cCi fa - N a N w c 1 _Du'vlkr) cJ 0 Ld LL O 0 (1) W co O WASHINGTON J DRAWN BY HRJ CHECKED BY RMR SCALE 1n=20' DATE: 1/23/90 JOB NO 89343.00 Lct OF 3 FERGUSON & SONS 120436 OVEe.FLlas E.LeO= 231 2PLP: SuPPDRT5 3'tY. 0.09 GSI✓ bOlX b OR - IN eevwD Zit lt4vD 4faLi. M,t1.1 3 O.L. Pbi.L V..()OF.AD = so LI ID CJUEtt__. .4 . L) `` Srvz:M " PeViV. t rOR. PL,A-r1 (4) M4- (3h'' Dr AM Co LM 4 t ETh IL ((Z r = (t -011 ALL Pates s + Ba• &AL VAt.L1 zeD WAD AS P !+Acs Cp ATt-D 6->fp-rmet4r 10 > - 5ET11Eg.) Att.1 AIS wet -Deo To P(Pf✓ Ch(f4tt,a G1kA11,1 *LAPALLTt( 4Liz C k.U1Afg (rivm tS ODWM - ij)t,Lo 101-r To t= 2AMC- ot5'/0 4Zu eD.s OY ow 21.4 IMVl`�.3 6 HERE. GINE L - $TD . G -ALV 67-P5 TWE. ,- 2 a f 4F_ l ttL - COVeK- 2P►pf-- uPpor4 5 3")c. 0 .09 eth IMPS!<tnl E two mN4.4.2_ Ptl(,4 -V O•G. OPE-f.1 .1 2."Q VD Int) (b=� 2ESmiGTDTL PL.NTE. W tff- 'z UDI AIS OR1FLC� ‚_ irzu ?,,oDtj * GMTV., OL(jfrW - FOU1.t01rq 61D• R. iAt(.- t2 "p(a.M. JO I I•s Tb -M£ 5Ec rLDP Ft.z.444-£ WeLDtt,(Gc D tt Mt AUS, 24" M t i -(WE 13-2' RAN4E $ IULA (yr2__ VOn G+4A(m-4 C.4W.tY SL-Rc14. t.1314Eu GIS ( S 100 1.0 I...t - WELD LD Olg_ >7X) cX To co..NM, 3Loy 1MV 11011 3 7 Cup SGktt� 4GflA CAPA OY Ct-{lit LL 614-EI>4. G-kTt: -STD 6IkW M1i \ 'PS (SlMI_stZ-G� GFS#S 1 COMi V-Dt l A4-4 dr b>FrA.LL �CArL>i: 111," = (t- ON Iuv (8.81 t ) Ve3-131 - 'P11'- 'FfTJ.0 4U C° O .S /0 • • STD c-Ai_v mit STS S Go to A64.14 trrA ‘44- ToP 'L o 111 2 4_ o . ► J r -y GAM, .V1 _V1 i+ SVCS 1 01Y 17.1D' .41N 2elo • • ..co l•Lc 11 (!ATU{ NASI ),l4 i 6LA.th- ilzt` !,.-btr • ., '•_.. e t v 4 cp Foo'rr [� \ b; PRA t rJ , T1 C�11TLI • (To GA-rcu eAsto frrz)Su v � - L_,<:J 1)12.4°s KEYTo4 ® V Arun. 6c.-riows A -At - 0 " �,_. .� alt 121' 414 GENERAL NOTES AND SPECIFICATIONS: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPE- CIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTA- TION AND THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, CURRENT EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS._ 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3. PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AS SHOWN ON THE PLAN TO INSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIESMAYBE REQUIRED TO INSURE COM- PLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDI- TIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. - 5. ALL EXPOSED SLOPE AREAS SHALL BE HYDRO -SEEDED WITH RYE CRASS TO PREVENT ON-SITE EROSION. 6. ALL TYPE I CATCH BASINS SHALL BE APWA STANDARD PLAN NO. B-1. ALL TYPE IL CATCH BASINS SHALL BE APWA STANDARD PLAN NO. B - Ib. ALL TYPE 2 (54") CATCH BASINS SHALL BE APWA STANDARD PLAN NO. B -le. ALL CATCH BASINS SHALL HAVE APWA STANDARD PLAN NO. B -2a FRAME AND COVER. CONTROL MANHOLE SHALL BE APWA STANDARD PLAN NO. B -Ie (54") WITH APWA STANDARD RING AND SOLID COVER AS SHOWN IN DETAIL. - 7. ALL STORM WATER CONVEYANCE PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C-14-2 OR C -76 -II OR REINFORCED ADS PIPE (SIZES 8" THROUGH 24"). ALL STORM WATER DETENTION PIPE LARGER THAN 24" DIAMETER SHALL BE GALVANIZED STEEL OR ALUMINUM HELICAL CORRUGATED METAL PIPE (GAUGES PER CHART BELOW). STEEL OR ALUMINUM SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA STANDARD PLAN NO. B -13c, STEEL PIPE SHALL BE TREATMENT 1 ASPHALT COATED INSIDE AND OUTSIDE, OR BETTER. 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS MINIMUM GAUGE 16 14 12 GALVANIZED STEEL ALUMINUM 8" TO 48" 8" TO 27" 30" TO 36" 42" 3 INCH BY 1 INCH CORRUGATIONS MINIMUM GAUGE GALVANIZES STEEL ALUMINUM 16 36" TO 102" 30" TO 60" 8. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO APWA SPECIFICATION SECTION 7-10. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC- TION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON AI UNI- FORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE.t^og lSEODIP.k It3 €.OFT SOILS-, ,,>`E sPCG q 9. BEDDING FOR RIGID PIPE (CONCRETE) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. B -18c (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL) SHALL BE CLASS "F" PER APWA STANDARD PLAN -NO. B -14c (PEA GRAVEL FROM 4 INCHES BELOW PIPE FOR PIPE SMALLER THAN 27" DIAMETER OR 6 INCHES BELOW PIPE FOR PIPE LARGER THAN 27" DIAMETER TO 6 INCHES ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 1-1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95Z MAXIMUM DENSITY. 9A. BEDDING FOR RIGID OR FLEXIBLE PIPE IN POOR SOILS CONDITIONS AS DETERMINED BY OWNER'S SOILS ENGINEER SHALL BE AS FOLLOWS: OVER -EXCAVATE SOFT SOILS AS ENCOUNTERED TO 12 INCHES BELOW PIPE INVERT, INSTALL MIRAFI 400X IN BOTTOM OF TRENCH AND TO SPRINGLINE OF PIPE IN "U" SHAPED PATTERN, PLACE BEDDING MATERIAL CONSISTING OF CLEAN SAND (LESS THAN 3% FINES) TO SPRINGLINE OF PIPE. 10TE : l(,L1 WAN/ SUPE DRAT tJ PIPES To i3>r I6E•isrour4 fro uZ.‘i um I Ts as MA CO FAcrve-eD Pbtt 1.4UTO MAT 4MS. Mr i.OcAct o - aMD 34-1-4ks T Ola L4 RLL COMQL`( \>41114 F (C.os-n oils PUP3L(SI{ED Li Ntai oF-Bau.E2.J p(S BLrID . (lMe4-f ) • 10. STRUCTURES SHALL NOT BE PERMITTED WITHIN TEN FEET OF THE SPRINGLINE OF ANY STORM DRAINAGE PIPE, FIFTEEN FEET FROM THE TOP OF ANY CHANNEL );ANK ,aturo tm fn -1. Feo)-k-rlti= c? Sn.t..L trA‘eL SEte.)E2S Ant' w it-cCS.. - 11. ALL ROOF DRAINS SHALL BE TIGHT -LINED TO THE DETENTION SYSTEM PRIOR TO THE CONTROL STRUCTURE. FOOTING DRAINS SHALL BE TIGHT -LINED TO THE STORM DRAIN SYSTEM DOWNSTREAM OF THE CONTROL STRUCTURE. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY -OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 13. THE DETENTION SYSTEM SHOWN ON THE PLAN SHALL BE PRIVATELY MAINTAINED. - 14. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCT IS IN PROGRESS. 15. EXTRUDED CONCRETE CURBSHALLBE BONDED TO ASPHALT SURFACE WITHAN EPDXY BONDING AGENT SUITABLE FOR THAT PURPOSE. CURB SHALL CONFORM TO THE DIMENSIONS SHOWN ON APWA STANDARD PLAN NO. F -I. 16. THE WATER SYSTEM SHOWN- ON THE PLANS SHALL CONFORM TO THE CONSTRUCTION AND DEVELOPMENT STANDARDS -OF THE CITY OF TUK- WILA T -1r FIRt%c MA►ZSUAL-L- AOC) WSJ At3GE Ur1Dt41.JRtTE2, NOTE! NOTE! NOTE! NOTE! NOTE! NOTE! NOTE! NOTE! PRIOR TO BEGINNING OF ANY BUILDING CONSTRUCTION, THE ADE- QUACY OF THE SPRINKLER SYSTEM SUPPLY SHALL BE CONFIRMED BY THE DESIGNER OF THE BUILDING SPRINKLER SYSTEM. rosin 17. MINIMUM DEPTH FOR WATER MAINS SHALL BE THIRTY-SIX INCHES BELOW FINISH GRADE AND SHALL NOT BE MORE THAN SIX FEET BELOW FINISH GRADE. P¢ovivE Moa. Iv" SPARAnat..L AT WADER- oROS's)WeS WIT* 564,6YE21)4.r is 18. MAIN LINE PIPE SHALL BE CEMENT -LINED STANDARD THICKNESS DUCTILE IRON, CLASS 52 CONFORMING TO USA STANDARD A-21.51 (AWWA C-151). RUBBER GASKET PIPE JOINTS SHALL BE MECHANICAL JOINT IN ACCORJ)ANCE WITH USA STANDARD A21-11 (AWWA C-111). FLANGED JOINTS SHALL CONFORM TO USA STANDARD B16.1. 19. TRENCHING SHALL BE ACCORDING TO TUKWILA STANDARD PLAN W-13. 20. THE SPRINKLER PIT SHALL BE CONFIGURED AS SHOWN IN TUKWILA STANDARD PLAN NO. W-9. 21. FIRE HYDRANT SHALL BE AS SHOWN IN TUKWILA STANDARD PLAN -- NO. W-3. - 22. SANITARY SIDE SEWER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWILA PUBLIC WORKS SEWER CONSTRUCTION AND DEVELOPMENT STANDARDS. - 23. SIDE SEWER SHALL BE SIX INCH PLAIN CONCRETE OR PVC PIPE (p. VINYL. C-UwRIvE.)ASTH P -3a --, SDR SS. - - ACCEPTED !Aslllt� By i» SIAYTLE. WASH. JUL 2 1330 As ousting reOutrements of this tett for cisssiration as sf,b*teted: however. tysbsts changes or eiditiorel es tecoMiniloded oft tho Weald ss mals. PIS u 'Awned and for ostiouroon Ind atom shown MOM losasittasubjet r IffsptsioaW atm srcertaixo. All comments and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates. They are not to be con- strued as bearing in any way upon the question of whether "due care" has been exercised with respect to possible liability for personal in- jury or damage to property. It is recogrha zards which may result in loss still exist. JUL 1 3 1990 ,,„- _9 ------------- 0" Q \�G '• 0•: SA cag o �� $08 T 04,;°Q • Qts 4, mZ �y 44T - b.Q o y < w CV r CIVIL ENGINEERS & LAND SURVEYORS istoommes 2009 MINOR AVE. EAST SEATTLE, WA 98102 tangy 4 (206) 323-4144 0 Cr M 4 4 DATE • w 5 ti. 4 3 12 ,,. 0 U Ot 0 REVISION z� GRADING, STORM SEWER, SANITARY SEWER, AND WATER LINES for SOUTHCENTER RETAIL BUILDING II ROBERT SCHOFIELD TUKWILA, WASHINGTON DRAWN BY- HRJ CHECKED BY: \ ''' _ 1 RMR SCALE- 1"=20' DATE: 1/23/90 JOB NO 89343.00 SHEET CZ OF 3 LEGAL DESCRIPTION That portion of the Northeast quarter of the Southwest quarter (hereinafter referred to as the subdivision) in Section 26. Township 23 North, Range 4 East, W.M., in King County. Washington, lying West of the County Road and described as follows: BEGINNING at a point on the West line of said subdivision 1,020 feet North of the Southwest corner thereof running; TIIENCE North along said West line 294.62 feet, more or less, to the Northwest corner of said subdivision; TIIENCE East along the North line of said subdivision to the intersection with the %Vest line of said County Road; TIIENCE South along said West line a distance of 294.62 feet, more or Tess, to the intersection with a line running East from the point of BEGINNING parallel to the South line of said subdivision; THENCE West on said parallel line to the POINT OF BEGINNING; EXCEPT portionthereof conveyed to the State of Washington for Primary State Ilighway No. I. under deed recorded under Auditor's File No. 599_ 105. lying Westerly of the West line of that property conveyed by the state of Washington by.deed recorded wirier Recording No. 8505150265. ALSO EXCEPT the East 6 feet thereof for Southcenter Parkway per deed filed in Volums 5083 of Deeds at page 553. 1 1 1 1 1 1 1 1 1 1 t 1‘416.1 . t.'. 1.4 . SP( 1_ e_ LJ A.e• -16 1--4 11 2.1 -0 MAX. 17G- tbt.) ATE . 5J2FC1CTc ove.sz.ct...Ot4 WEtft. X�ST1rL�- »l5 D T' pQ. 114 prose A SEM6M1 -rte A The eAmO oht ED PLAGeD 13Y s EW S t- Sys l*t CoN 0. X ..........48. • ria_011100 ler Sao' It IL 4"4-62X....1"4. -t,,. M.l. Ro -' - t 4 t'- n. 4 F A. E) 72.0 I�.t1 na. . K 24." EART:-1 >3EG�M 3 Mt 0 t2" et,�>MP 0 Mt1.1. R0 • a' RtP-RAP u aSLF all. ea. 0vYt,.6Y t'tPERF. --tv RtSFa- `cot -1E. VtGiP rry MA ,r' 46 ................ 6`L er cb cb 44 2‹ ...................................... . o- ......... . ........ X A N• - X 60 I 1 1 !111 1 1 1111:..... ,. �A`� i ti's I' I I �`� 1q.�7 ' ti� ��\-��°���). ' `O EROSION/SEDIMENTATION CONTROL NOTES 36 UIVEFt6Ic•1J DIT(..td 34 .41. Eg to" AD5 IMV %S. i CU�•�FY X bIUt`251OA ZJ lT�l� .............. 2",44- 101 POST e GF0 tiSa." 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ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS DESCRIBED ON THE PLAN SHALL BECLEARLYFLAGGED ON THE FIELD AND OBSERVED DURING CONSTRUCTION. - - `2. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL ERO- SION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SAT- ISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ONSITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CON- TROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILT- ATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBUGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACIL- ITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RE- CEIVING DRAINAGE SYSTEM. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL - ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS OR RETENTION FACILITIES. ANY DISTURBED ARA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE MUST BE IMMEDIATELY STABIUZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPU- CABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPE- CIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE. BUT MUST BE AUGMENTED WITH MULCHING, MEETING, OR OTHER TREATMENT APPROVED BY THE DEPARTMENT. _6. ALL EROSION/SEDIMENTATION CONTROL PONDS WITH A DEAD STORAGE DEPTH EXCEEDING 6 INCHES MUST HAVE A FENCE WITH A MINIMUM HEIGHT OF 3 FEET. CONSTRUCTION SEQUENCE t. - ATTEND PRECONSTRUCIION MEETING. L2 INSTALL CONSTRUCTION ENTRANCE. Z. FLAG CLEARING LIMIT. 4. PLACE STRAW BALE DAM IN EXISTING "5. INSTALL FILTER FENCE AND DIVERSION 6. CONSTRUCT NORTH EROSION CONTROL RISER. -7. CLEAR AND GRUB SITE. 8. REMOVE UNSUITABLE MATERIAL GRADE TO SUBGRADE - ACCEPTED TIiWslttswa m61 nun Want WAahi. JUL 2690 As meeting regultettleats of this iketita tot (tastrcation as sprinidersi bower. system changes or additions at lEommeedas on the attach shags) * test in imfaored rates. Acceptant' sppkas 1010•011es sulitetual and far care t rad ectumecy shown tom, 1mitigletiell WOO a1 istaieseteM fat final acceptance. DITCH. DITCHES. - DITCH/POND WITH PERFORATED All comments and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates. They are not to be con- strued as bearing in any way upon the questi • n of whether "due care" has been exercised with respect to possib habil' for personal in- jury or damage to property. It is rec. rds which may l Y vtir�� %� result in loss still exist. MAINTAIN EROSION/SEDIMENTATION CONTROL MEASURES DURING ALL GRADING. ALL worx Caut1'L ( W ilk exit tL OUSE - ZemAt41 0114 ea t'O icroxrED c r 19111 W(o401 C-RZAt»=5 DE.9...o.t e.D FcM IN. c,g.MATot•-t t•}Du)A.( OK COLE a th,650GthTt`S SUIZJtt-j Dr>T�p o4.r, /TKO 1tkpDrrtoa.IPA- Fo2um- Ica f12of.& p4 -1=4M PETER-So1.1 OZ AV. H0E-f• O .' OGT) V3 ' Ah .Q µtct•I P pi t.Dp (.JAUL M`C14.1.0t CD. IAtG" Co1.4T12PTWZ. SMALL PI ZUp Vt=Q-1FY D�t.l_ 1l4F09.MA1Ttoki pZtC;( CohtSj I`UGF1D)S 1. 20 CALL 48 HOURS BEFORE YOU DIG 1.800-424-5555 JUL 101990 0 10 GRAPHIC -SCALE 20 (INFEET ) 1 Inch = 20 ft. 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SME 75 v ca i- flRL SPRK. SUPPLY RISER WATER MOTOR W)1\1 WALL POST INDICATOR"/ TAMPER SW LTC} -1 NTS Witieti ow a &teas V" lasitiat r \❑ WITHOUT COM SPITS 'E AS NI J`, D 1+1 R's') ❑ Pc"R T.JE ATTAO, -ED LETTER The dta sings afitxed hvrcta have been reviewed and 2ccap4.ed by the City of Tukwila Fire D -3-.)t A.a,J1ti.ans, deletions or revisions to t`lese fJra,1! X33 alter this date will Nioi J to •) 20'; � i See and will require a resuli-,i. iI vi 4evied drawings Final acceptance i:, s 13'r ' t-) field anspectian by a nor re3e ita ire of this • aepartrc; t DATE 7 -n --7D BY CITY OF TJAVILASJ3 5/5 4110/ A // 51e6_ e a*? s IL`„ fry.? 4 i.6" lir{ r t7 ✓I / 2 (�� e✓1 �G�i/jh ILE TUKWILA FIRE DEPARTM Please call 575-4407 cnd give this job and exact address for shut- down or restoration apdrowaj• Go-,1-AVLAP57) a 3Z. 9E ZwG a 24as>: 0 d) k CROSSMAiN - GENERAL NOTES 1 All design and installation in accor- dance with NFPA Standards 2 M matenals to be Underwriters Labora- tones Listed and ! or FM approved 3 Overhead piping to be black steel conforming to speciif'ications of ANSI tASTM Al2QANSI 1ASTM A53,ANSI 83610, ASTM A135. - - - -, A 'HYDRAULIC DESIGN INFORMATION SYSTEM DESIGN AREA OF OPERATION - DENSITY MAX. AREA/HEAD K -FACTOR - 3000 .13 111.25 a � FULL I -EIGHT BLD SECTION FLOW TEST '147 PSI 110 Psi )447 GPM 4/25,190 STATIC RESIDUAL GPM FLOWING DATE & TiME REVISIONS DESCRIPTION RELCCATEI FIR SPRK RiSER PER PATiARQ-t RELOCATE. TI RE. 5PRK RISER PER FIELD SURVEY DESIGN BASE. BLDG FOR LAMPS PLUS DATE 7/D SYMBOL l�!J 0 - SPRINKLER LEGEND DESCRIPTION SSU 41"R,jDk 55 -Li ON SFIRI SSRO?JDROP ORIF la- TEMP FiNISH BRASS NO REQ 130 SYMBOL SSW N 4 DEVICE MFG - DESCRIPTION ORIF TEMP FINISH _ NO. REO APPROVAL WS Re CITY or Ti KWI LA _ BLDG A- . • FiREMAI!1/41 VAULT - to. FIFE SPRK RiSER FIRE SPRK RISER: BLDG A' yJUTHCEMFR PARKWAY SITE DWG OF TIRE_ MAI N TS 1 434 FIRE MAIN r P JUL 1 11990 t -'art 4-4 .4-4 _4 /AULT in J to s Q a 8m 11..c4 eta a J z gLaiw 1- = CC Q CC LU w w d melt mo N O�� -46 en 4.(9 �� ©.J =M f CYCLIC CC CC I - }Z 0 U CONT N0 _ 3 B G 2i DRAWN BY KEN BRY SPRK ON SHEET J30 4 4 - rR SPRK ON JOB a 54. DfiTE J1 a9/so Western States }Fire Protection Coinpany 1940 116th AVENUE NE • BELLEVUE WA • 98004 WESTERN STATES FIRE PROTECTION COMPANY -OFFICES LOCATED DENVER / LOS ANGELES a ST PAUL / SEATTLE / DALLAS / HOUSTON / ATLANTA - Phone 206 453 8410 - R 3oumcivj RETAIL- BLD. PHASE II 16813 SOUTHCFSITER PARKWAY - TUKWILA-; WA _ 98188 .:- T)TLE 51TEDWG„IIDG.CTION1FIRESPRpS SHEET IS v. 4glaajitf 44; .111 4.4414 OF- `�5 1.4 0 CO 0 0 l[� 0 - 1 FSJ a t" • 4 >i 55: tQ' • C 42- 1" 5=0 10"-o to=o 10-0 o' 10-0 10"-0'. la- 0" 5'-o 14 al 1 1 i1 I 14 111 al IQ 711) >o' I, AI- \ rt-) I p q l;; 1;111, r 1 . (0-10 {1 41 14 b-10) ($-10) PI 01 114 (s-)6' 14 0.10)_ 4 (P-10) / O 5 z=� a4 L Al 710) (7 • • D a1 8- 041 4--4L 4-0 2. (7- Ila 2.. 10) l6'O 130 q L '9 /11;14- 4 SfATTI . JUN 1 5 T1s megg requirements of this aureau howeivdr, system changes or additions sheets) y i1I result in improved rates. �ll9aUi) V' and for construction and occ on subject to Inspection tor All co ents and acceptances relate lusively to variouonddlons upon fire insurance r hes_ They a strued s bearing in any way upon the stioof w has ben exercised with respect to pis ib I . brut fury or damage to propert s recog result n loss still exist 1_, 4 e4� 4-5" .. 4'O 5i ,1 rl d/ P1 ./ ' O a 14 la lel - 0-0, 2 ASH 990 classifica ommend tance a ncx shown nce. r L e s sprinkle n the a sWjtl ec' Otto be er'due-care t r person- tl is5y.,2 1 t o o 5=0 10'-0 5'-9" ©i 3 ao 9' ail • 10-0 10`0" 100 10-0. Z-1 : 51-9" 10-0" SI 55L10" ROOF 3TRUCTURI /FIRE SPK SYSTEM 16._1=6 4034144 06 1 0- 10., ON - 1,7 0 moi► t S rt 5 tiLmeS. S ( 114 ,(0 1 ZK-6 1,0 «5"WALL PANEL rbv;k4 Kph c--( vl ._ off" Lt f+(4.);41,..t 4" F LOW SW ITC -?-i 4. AL -ARM .K VALVE 4 NRSC,AiE_VALV IL WATER MOTOR C10 1\11 -I WALL POST 11<LD'CATOR."/ TAMPER VI'C L'' -la STYLE 7 5 4r 13z"RED cD . 1- UJ z 0 2:MClFI,R SPACE FIDE 3PRK. SUP �I `( RR NTS 2-,C,@24 % TILE 32.q': vA .1 E_ oTJ /AR, E5 t 2.=G @ 24'9 ./ LRa_S t41i, �3d - 37� aLE =Z� G34,34ZGIB FULL_ BUG: SECTIO a=1-0 6 44 37z GLS LAL 1 • 5 c_1 CXC,,_ - W /Aii N-@• S * BLDC/- B 9 SHE F1= 5 SPRK BLDG.A� ,a' -------- ---- -----X0"-------�. 1 S 5OUTNLE"d i LP PARKWAY Lt‘i� DWGOFTIRE MAU\ 1`ITS TLI F1RF-- MAIN HILT M JUL 1 1 1990 q•3( 0 RECEIVED JUN 1 8 1990 GENERAL NOTES 1. All design and installation in accor- dance with NFPA Standards. 2. All matenals to be Underwriters Labora- tories Listed and / or FM approved. 3. Overhead piping to be black steel conforming to specifications of ANSI 1 ASTM A120, ANSI / ASTM A53, ANSI 836.10, ASTM A135. - HYDRAULIC DESIGN INFORMATION REVISIONS SPRINKLER LEGEND DEVICE MFG. B APPROVAL Ty 0E- 11 IKWILA SYSTEM DESIGN FLOW TEST AREA OF OPERATION DENSITY 3000 STATIC RESIDUAL NO. DESCRIPTION DATE SYMBOL DESCRIIMON ORIF TEMP FINISH NO REG SYMBOL DESCRIPTION ORIF TEMP. FINISH NO REO 147 P5I 212 BRASS 130 10 P.S1 DRAWN BY Kai rsRY ER MAX AREAMEAD 111.25 GPM FLOWING 447 GPM SPRK. ON SHEET 130 DATE & TIME 4/25/90 Western States Fire Protection Company 1940 116th AVENUE NE • BELLEVUE, WA • 98004 WESTERN STATES FIRE PROTECTION COMPANY — OFFICES LOCATED DENVER / LOS ANGELES / ST PAUL / SEATTLE / DALLAS / HOUSTON / ATLANTA Phone: 206-453-8410 5OUTI-ICENTER RE_TAIL 3LD. PHASE_ TUKWILA , WA esios E1TEDWG., 3I_DG,SECT) ON, RESPROYS w w z c.:3 2 w d 07cn0" r§- ti 4 (93 L. )(uI 00.4 'xl T.. Oa Ir z 0 NORTH C-) SHEET OF 10= 0" 10' O" it' ni I4Calirrataam. ' maniklitEMPINP • 111 cIMMO _ fl _�: 1 lg� i'' i Wa'N I i �i aIIII �^it�4' .i� ' a, I t, -}o BM i,elIMMIIIIIIIIII2..111111111111ffsallWife,_._,=,....A_,....„,, 4 py'/'i111 ► ` I a Ih��MM+IIIA ! . , INI `�IEENZf I ' o MN p . �f E ° Z raastmlIMI14411-1-0.10) -' SIE i, ,' 2-R . 1a ; 0-10 1�1 1. ItiLOMMINEEirit 16111111111111111111.MEGAMMIIIIIIIMMEMEsi 1 nint11d 1Zt ��\ IM TAMMUZ! i11a111M1 __ UI111111111111111111101111111MMINIMINIMINIMIMMII MIN 41(>1 ClelladtAl 4111111111111111 _Ili.Ii m iplft INIi I�lItII t • ° NI1c. s�lo� - IL o mI esu a NEEm�icrf t �� WATER MOTOR GONG. G FLOW ALARM CHECK VALVE. •+•r►- ..�s.r• �I•.av, , t..t�r���1�w� »..t»at»v:�m»tt�a ,tea■■ iF_a �Te7�� �, ANIMIMMw E,���� rii�tas�r� rit>silffE...oremm.. 1att��R_�+�i'111t��t'f1=F�i�l�1� , i�i1���s/1'1�t�V111�7►[�i/!1:!*:Yiii� � lo I t� 7 `o( -741017 -pi v �� �' (7))ill 1111111111111111111-1.4. 1. .. III Mil ., 'Alm q itt!■t'/1 F " '' 11111 ll �i a �a�1 t illiOns� - • t!� lWai ��: • • *L, r i ° r��l� _ ' 1 ___ .�e�� kII�I���t%��!�.�...�n■r�■�+e�.r�� 'r.►ii�� due►c��!5rf'�o� Ir Ii►�lstti�® ��11a��r iffireimminividEximillbraparliptirliggEVaaildilleitPm BE ,0 itill=51i11.121. minumanitiorna. wr—usar Fray �.►1 -it_._ii•►iiiillll�<iiitiiifiiitiitiit'.�+ „ _ ��a+.�...���w�l.�.�. �V..�ss1�—_3_a.W - v �I�r �� isrum u u®iiu'i_ ■ �� � ARI i t sir •. Z `, \UJ. CLF -AR SPACE J t ► ! ! C7iintiii sill Ziel_LOYAIRPM pF.�s� -. — 'r•.• i•�14j-7.- !✓ �aviii[�1�� �T rr ' r—lid_ «- �tlSt�ft•9i�-•7. 31 - ,;610,1111111111S1 PIEMINMINISMISMINEWA ad= FIFO WC C___1_'f_ii ____ i lI � I filo- ' Mil lo•NM, . feAMITAILWAMigaimmirsammount sephilingsmim Insm111111111116111raimmon �—N a��,I1MI, JI i � 1 ��i."r� Q i"' 4WEIMMININIIIIMW te� . 000101 HMO/ aay. a..s� UTizir.w.lim trommui2...., ms • 224." 16`TJLe32"tet vAWE • :oTJ1-€32 x "VANP ` GENERAL NOTES 1. All design and installation in accor- dance with NFPA Standards. 2. All materials to be Underwriters Labora- tories Listed and / or FM approved. 3. Overhead piping to be black steel conforming to specifications of ANSI / ASTM A120, ANSI / ASTM A53, ANSI 836.10, ASTM A135. - COMA'' 1 ACT. CE;�1N( HYDRAULIC DESIGN INFORMATION SYSTEM DESIGN FLOW TEST 0 - O N h'17'kCO_ A ELJLL kEGHT BLDG. SECTION NO. REVISIONS DESCRIPTION SPRINKLER LEGEND DATE SYMBOL DESCRIPTION ORIF. TEMP. FINISH NO. REQ. SYMBOL N DEVICE MFG. DESCRIPTION `: ORIF. TEMP. FINISH REO. w5 RB APPROVAL CITY (W Ti[KW<<A AREA OF OPERATION 3000 STATIC /47 PSI , � R ATE F1RE SPRK. RISER PER PAT'"/tRO-t. OO SS -E14 53 P 1 z 6RAs Z , 45 r Na 11 A AK - 7 CONT. NO. 3B 62.G DENSITY MAX. AREA/HEAD K -FACTOR ./3 RESIDUAL i 10 PSI RELOCATE F•1 RE SPRK RISER PER FIELD SURVEY 7/ ® S5-1-1 ON SF 2 IG5 BRASS 30 1(1.25 5.6 A DESIGN BA::E BLDG. FOR LAMPS PLUS SSP- OU DROP 1 ' 2 r5. CNROVF DRAWN BY KE BRYNER - SPRK. ON SHEET I SPRK. ON JOB 5 80 - DATE s/ 2.9/90 FI RE MAI kJ VAULT C�,{ F,z 1' NYPy`7 BLD�a. 1 FIRLI :Q14 • 8• FIRE. SPRK. R1SER: BLDG-A� S l ITI-1 CEN 1 L? PAR WAY ti IJ'E DWGOF T)EJ'JAU\ Western State Fire Protection Company 1940 116th AVENUE NE • BELLEVUE, WA • 98004 WESTERN STATES FIRE PROTECTION COMPANY OFFICES LOCATED DENVER 1 LOS ANGELES r ST. PAUL / SEATTLE, DALLAS / HOUSTON / ATLANTA Phone: 206-453-8410 434 rJ FIRS MAIN(,•MILT w w u -I N►s • 5ouncni RETAIL BLD. PIA: E I X13 SOU -MUM -ER PARKWAY TUKWILA, WA 98185 3%TEDWG, 3LD&5EC110N, Fi RE3PRK3YS