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HomeMy WebLinkAboutPP - 16851 SOUTHCENTER PKWY - SOUTHCENTER RETAIL II, BLDG - PERMITS AND PLANS16851 SOUTHCENTER PKWY ASSOCIATED PERMITS 900-217 Name:SOUTHCENTER BLD B Date:8-30-90 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 Contract No.- :98626 Construction: COMBUSTIBLE Drawing No.:2 OF 2 Occupancy: SPEC. RETAIL STORES Ceiling Height:10'0" System No.:1 System Design 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:150 Hose Allowance gpm Outside:750 Rack Sprinkler Allowance: Calculation Summary System Type:WET Sprinkler or Nozzle Make:GEM Model:F950 Size:1/2 K-factor:5.6 Temperature Rating:212 Requires 1598.6 gpm at 62.32 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 Sto rage Cos -t. i 1 s Commodity: Location: Storage Height: Single, Double, or Multi Row: Pallet Type: Storage Method: %Solid Piled: Longitudinal Flue Spacing: Horiz.Barriers Provided?: FILE Pump Data Type: Elevation: Rated Psi: Rated Gpm: Well Proof Flow: Tank Data Elevation: Size: Class: Storage Area: Clearance to Ceiling: Aisle Width: Encapsulated?: %Palletized: %Rack: Transverse Flue Spacing: TUKWILA FIRE DEPARTMENT Please caul: 575-4407 and give this job and exact address for WO down or restoration 1(08s1 sc pk.t„JY . t10.0_ . 160.0_ 150.0_ $ 140.0 $ 130.0_ s 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_ $ $ t t $ + ( 62.3 ! 1599) $ $ $ $ $ 111 0 800 1200 1600 2000 2400 2800 3200 3600 Pressure vs. Flow 147.00 0.00 110.00 1447.00 0 3050.10 SOUTHCENTER BLD B 16813 SOUTHCENTER PARKWAY T U K W I L L A WA 98188 Job Number _ 98626 8-30-90 SUMM A O F HYDR AU R Y L I C CA LCU L A T MONS F O IR SOUTHCENTER BLD B 16813 SOUTHCENTER PARKWAY TUKWILLA WA 98188 Job No:98626 1 S u b m i t t e d By WESTERN STATES FIRE PROTECTION 1940 116TH NE BELLEVUE WA 98004 Design Specifications Density Water Supply Information 0.130 147.00 psi @ 0.00 gpm Design Area: 3000.00 110.00 psi Q 1447.00 gpm System Demand 62.32 psi 848.6 gpm + 750.0 gpm Hose Tota 1 D e m a n d= 1 598 6 gpm © 62 . 3 2 p s System safety factor = 40 . 1 8 psi Notes: 1 1 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 Check Va Code:Description Code:Description O : V : P . W Q : X : Det. Chk. R : Y : S : Z : BACKFLOW T : Std. Tee U : Calcs By: BOB TRAPP Checked: 8-30-90 Page: 1 ...... N.71 A 4 . FJ.. 1 _.1 / n • r % 7AL�n Summary c -F Sprinkler and Hose Flows Job No:98626 SOUTHCENTER BLD B Design density: .13 Supplied flow and pressure is based on 62.32 psi available at supply ( 102.51 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. A09 48.41 S01 10.27 SO2 9.67 S03 9.42 SO4 9.39 S05 9.41 S06 9.59 S07 10.09 S08 11.07 S09 12.68 S10 12.27 S11 12.04 S12 12.03 S13 12.08 S14 12.39 S15 13.14 S16 14.19 S17 15.94 S18 15.89 S19 15.89 S20 15.94 S21 16.11 S22 16.45 S23 17.04 S24 17.93 S25 21.93 48.41 0.00 150.0 150.0 0.0% A09 10.27 10.83 34.7 33.2 4.5% S01 9.67 10.83 33.7 33.2 1.5% SO2 9.42 10.83 33.2 33.2 0.0% S03 9.39 10.83 33.2 33.2 0.0% SO4 9.41 10.83 33.2 33.2 0.0% S05 9.59 10.83 33.5 33.2 0.9% S06 10.09 10.83 34.4 33.2 3.6% S07 11.07 10.83 36.0 33.2 8.4% S08 12.68 5.35 19.0 15.6 21.8% S09 12.27 5.35 18.7 16.4 14.0% S10 12.04 10.83 37.6 33.2 13.3% 511 12.03 10.83 37.6 33.2 13.3% S12 12.08 10.83 37.7 33.2 13.6% S13 12.39 10.83 38.1 33.2 14.8% S14 13.14 5.35 19.4 15.6 24.4% 515 14.19 5.35 20.1 15.6 28.8% S16 15.94 5.35 21.4 15.6 37.2% 517 15.89 5.35 21.3 15.6 36.5% S18 15.89 5.35 21.3 15.6 36.5% S19 15.94 5.35 21.4 15.6 37.2% S20 16.11 5.35 21.5 15.6 37.8% S21 16.45 5.35 21.7 15.6 39.1% S22 17.04 5.35 22.1 15.6 41.7% S23 17.93 5.35 22.7 15.6 45.5% S24 21.93 5.35 25.1 15.6 60.9% S25 Calcs By: BOB TRAPP Checked: 8-30-90 Page: 2 n.........,14^441 W ti.. 1. !A L.. n......_.1 w.. 11..... ... /►.�....w (ASC\-rJ97_7ACA Flow Diagram for SOUTHCENTER 81.0 8 C01>>>>001)>> S01>))>S02)>>>S03)))>SO4((((S05((((S06((((S07<(((S08((((((((((((((((((((((((((((((((((((((((((((((801((((A01 122.2 122.2 87.5 53.8 20.5 12.6 45.8 79.4 113.8 149.8 149.8 122.2 149.8 CO2)))>D02)>>>S09)>>>S10))>>S11))>>S12((((S13((((S14((((S15((((S16(((((((((l((((((((((((((((((((l(((((((((((((((802((((A02 89.8 89.8 70.7 52.0 14.4 23.2 60.8 99.0 118.3 138.5 138.5 212.0 288.2 CO3>>>)D03)>>)S17>)))S18((((S19((((S20((((S21((((S22((((S23((((S24((((((((((((((((((((((((((((((((((((((((((((((803((((A03 42.1 42.1 20.7 0.6 21.9 43.3 64.8 86.5 108.6 131.2 131.2 254.1 419.5 C04((((004((((S25(((((((((((((((((((((((l((((((<(((((((((((((((((l((((((l(((((l((((((((((l((((((((((((((((((((((804((((A04 73.6 73.6 180.4 98 7 98.7 518.1 C05((((D05((((l((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((l((((((((805((((A05 89.1 89.1 89.1 91.3 607.2 C06((((D06((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((((l(((l(((806((((A06 91.3 91.3 91 3,, 698,6 A07 Path Summary Printout for SOUTHCENTER BLD B Job No:98626 8-30-90 System:1 Drawing:2 OF 2 Rath No:1 Remote to Supply Principal path Feeds Path:2 at Pt:A02, Path:3 at Pt:A03, Path:4 at Pt:A04, Path:5 at Pt:A06 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. CO1 14.00 15.31 15.31 001 15.50 13.13 13.13 SO1 15.50 10.27 10.27 10.83 34.7 SO2 15.50 9.67 9.67 10.83 33.1 503 15.50 9.42 9.42 10.83 33.2 SO4 15.50 9.39 9.39 10.83 33.2 505 15.50 9.41 9.41 10.83 33.2 506 15.50 9.59 9.59 10.83 33.5 507 15.50 10.09 10.09 10.83 34.4 S08 15.50 11.07 11.07 10.83 36.0 801 15.50 29.56 29.56 A01 14.00 32.44 32.44 A02 14.00 32.48 32.48 138.5 A03 14.00 32.68 32.68 131.2 A04 14.00 33.15 33.15 98.7 A05 14.00 33.85 33.85 89.1 A06 14.00 34.79 34.79 91.3 A07 12.25 37.93 37.93 A08 4.00 42.27 42.27 A09 48.41 48.41 150.0 S 62.32 -122.2 10.73 2.154 -122.2 10.73 2.154 -87.5 7.68 2.154 -53.8 4.72 2.154 -20.5 1.80 2.154 12.6 1.11 2.154 45.8 4.03 2.154 79.4 6.97 2.154 113.8 9.99 2.154 149.8 13.15 2.154 149.8 13.15 2.154 149.8 3.36 4.260 288.2 6.47 4.260 419.5 9.42 4.260 518.1 11.63 4.260 607.2 13.63 4.260 698.6 15.68 4.260 698.6 15.68 4.260 698.6 17.56 4.026 1.50 T 13.50 T 10.00 10.00 10.00 10.00 10.00 10.00 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 848.6 5.10 8.230 280.00 5E2TGZ Path Nc : 2 8 HEAD LINE Fed by path No.1 (C:120) 12.22 13.72 0.111 -1.53 -0.65 (-1.50 )13.13 12.22 25.72 0.111 -2.87 10.27 10.00 0.060 -0.60 9.67 10.00 0.024 -0.24 9.42 10.00 0.004 -0.04 9.39 10.00 0.002 0.02 9.41 10.00 0.018 0.18 9.59 10.00 0.050 0.50 10.09 10.00 0.098 0.98 11.07 24.45 113.95 0.162 18.49 29.56 12.22 13.12 0.162 2.23 0.65 ( 1.50 )32.44 8.00 0.006 0.05 32.48 10.00 0.020 0.20 32.68 12.00 0.039 0.47 33.15 12.00 0.058 0.10 33.85 12.00 0.078 0.94 34.79 7.90 23.58 0.101 2.39 0.76 ( 1.75 )37.93 7.50 0.101 0.76 3.58 ( 8.25 )42.27 29.00 33.00 0.133 4.40 1.74 ( 4.00 )48.41 (C:140) 2872.46 3152.46 0.004 13.92 001 S01 SO2 S03 SO4 S05 S06 S07 S08 801 A01 A02 A03 A04 A05 A06 A07 A08 A09 62.32 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 14.00 15.81 15.81 002 15.50 14.30 ,14.30 S09 15.50 12.68 12.68 5.35 19.0 S10 15.50 12.2T 12.27 5.35 18.7 S11 15.50 12.04 12.04 10.83 37.6 S12 15.50 12.03 12.03 10.83 31.6 S13 15.50 12.08 12.08 10.83 37.7 S14 15.50 12.39 12.39 10.83 38.1 S15 15.50 13.14 13.14 5.35 19.4 S16 15.50 14.19 14.19 5.35 20.1 802 15.50 29.91 29.91 A02 14.00 32.48 -89.8 7.88 2.154 -89.8 7.88 2.154 -70.7 6.21 2.154 -52.0 4.56 2.154 -14.4 1.26 2.154 23.2 2.03 2.154 60.8 5.34 2.154 99.0 8.69 2.154 118.3 10.39 2.154 138.5 12.16 2.154 138.5 12.16 2.154 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 (C=120) 12.22 13.72 0.063 -0.86 -0.65 (-1.50 )14.30 002 12.22 25.12 0.063 -1.62 12.68 509 10.00 0.041 -0.41 12.27 S10 10.00 0.023 -0.23 12.04 S11 10.00 0.002 -0.02 12.03 S12 10.00 0.005 0.05 12.08 S13 10.00 0.031 0.31 12.39 S14 10.00 0.015 0.75 13.14 S15 10.00 0.105 1.05 14.19 S16 24.45 111.95 0.140 15.72 29.91 802 12.22 13.72 0.140 1.93 0.65 ( 1.50 )32.48 A02 Calcs By:BOB TRAPP Checked By: Page: P-01 Ser-*31fl126* Hvnercalc Prnaram by Crowlev r)ecian (arntun_ 12151-337-7fl60 Path Summary Printout for SOUTHCENTER BLD B Job No:98626 8-30-90 System:1 Drawing:2 OF 2 Path No : 3 8 HEAD LINE Fed by path No.1 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. CO3 14.00 17.20 17.20 -42.1 3.70 2.154 003 15.50 16.34 16.34 -42.1 3.70 2.154 S17 15.50 15.94 15.94 5.35 21.4 -20.7 1.82 2.154 S18 15.50 15.89 15.89 5.35 21.3 0,6 0.05 2.154 S19 15.50 15.89 15.89 5.35 21.3 21.9 1.93 2.154 S20 15.50 15.94 15.94 5.35 21.4 43.3 3.80 2.154 S21 15.50 16.11 16.11 5.35 21.5 64.8 5.69 2.154 S22 15.50 16.45 16.45 5.35 21.7 86.5 7.59 2.154 S23 15.50 17.04 17.04 5.35 22.1 108.6 9.53 2.154 S24 15.50 17.93 17.93 5.35 22.7 131.2 11.52 2.154 803 15.50 30.29 30.29 131.2 11.52 2.154 A03 14.00 32.68 Path No : Al- 1 Fed by path No.1 (C:120) 1.50 T 12.22 13.72 0.016 -0.21 -0.65 (-1,50 )16.34 003 13.50 T 12.22 25.72 0.016 -0.40 15.94 S17 10.00 10.00 0.004 -0.04 15.89 S18 10.00 10.00 0.00 15.89 S19 10.00 10.00 0.005 0.05 15.94 S20 10.00 10.00 0.016 0.16 16.11 S21 10.00 10.00 0.034 0.34 16.45 S22 10.00 10.00 0.059 0.59 17.04 S23 10.00 10.00 0.089 0.89 17.93 S24 85.00 T 12.22 97.22 0.127 12.35 30.29 803 1.50 T 12.22 13.72 0.127 1.74 0.65 ( 1.50 )32.68 A03 HEAD LINE Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diu. 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. C04 14.00 19.14 004 15.50 19.09 S25 15.50 21.93 804 15.50 31.47 A04 14.00 33.15 19.14 73.6 6.46 2.154 1.50 T 19.09 73.6 6.46 2.154 53.00 T 21.93 5.35 25.1 98.7 8.66 2.154 115.00 T 31.47 98.7 8.66 2.154 1.50 T Pat h N 0: 5 F a r Main Fed by path No.1 (C:120) 12.22 13.72 0.044 0.60 -0.65 (-1.50 )19.09 004 12.22 65.22 0.044 2.84 21.93 S25 12.22 127.22 0.075 9.54 31.47 B04 12.22 13.72 0.075 1.03 0.65 ( 1.50 )33.15 A04 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. C01 14.00 15.31 15.31 CO2 14.00 15.81 15.81 CO3 14.00 17.20 17.20 C04 14.00 19.14 19.14 C05 14.00 20.17 20.17 C06 14.00 20.46 20.46 006 15.50 20.70 20.70 806 15.50 33.25 33.25 A06 14.00 34.79 122.2 7.17 2.635 12.00 89.8 212.0 12.44 2.635 12.00 42.1 254.1 14.91 2.635 12.00 -73.6 180.4 10.59 2.635 12.00 -89.1 91.3 5.36 2.635 12.00 91.3 8.02 2.154 1.50 .7 91.3 8.02 2.154 168.50 TT 91.3 8.02 2.154 1.50 T Calcs By:BOB TRAPP (C:120) 12.00 0.042 0.50 15.81 CO2 12.00 0.118 1.39 17.20 CO3 12.00 0.162 1.94 19.14 C04 12.00 0.086 1.03 20.17 C05 12.00 0.024 0.29 20.48 C06 12.22 13.72 0.065 0.89 -0.65 (-1.50 )20.70 D08 24.45 192.95 0.065 12.54 33.25 806 12.22 13.72 0.065 0.89 0.65 ( 1.50 )34.79 A06 Checked By: Page: P-02 SUMMA O F H YDRAU R Y L I C C A L C U L A T I 0 F O R SOUTH CENTER B L D N S B TYP UP & DN TUKWILA WA Job No:98626 1 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 System Demand 147.00 psi 0/ 0.00 gpm 110.00 psi @ 1447.00 gpm Total Demand: 33.2 g p m System safety factor: Notes: C0 9.40 137-56 9.40 psi 33.2 gpm psi psi List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Code:Description Code:Description A : Alarm Va B : Butt'flyVa C : Check Va D : DryPipeVa E : Std. Elbow F : Deluge Va_ G : Gate Va H J L M N LongTurnEl Std. Tee , and one Code:Description 0 Q : R . S : T : Std.Tee U : Calcs By: ROB TRAPP Checked: Check Va Code:Description V : W X : Det. Chk. Z :. BACKFLOW 8-30-90 Page: 1 1 Summary c) 1F Sprinkler and Hose Flows Job No:98626 SOUTH CENTER BLD B Design density: .13 Supplied flow and pressure is based on 9.40 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. 1 7.76 7.76 5.60 15.6 15.6 0.0% 1 3 9.88 9.88 5.60 17.6 15.6 12.8% 3 Calcs By: ROB TRAPP Checked: 8-30-90 Page: 2 Q•..-.W94I 4ACW U.• 1/A4G\_977-7ACA Path Summary Printout for SOUTH CENTER BLD B Job No:98626 8-30-90 System:2 Drawing:1 OF 2 Path No:1 Remote to Supply Principal path Feeds Path:2 at Pt: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. (C:120) 1 1.50 1.76 7.76 5.60 15.6 15.6 5.21 1.104 1.50 T 5.00 6.50 0.064 0.42 0.65 ( 1.50 ) 8.83 2 2 8.83 8.83 17.6 33.2 7.10 1.380 0.50 T 6.00 6.50 0.087 0.57 9.40 S S 9.40 Path K -Factor = 10.83 Path No:2 SSP HEAD Fed by path No.l 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. (C:120) 3 -5.00 9.88 9.88 5.60 17.6 17.6 5.88 1.104 5.00 2ET 9.00 14.00 0.080 1.12 -2.17 (-5.00 ) 8.83 2 2 8.83 Path K -Factor = 5.92 Calcs By:ROB TRAPP Checked By: Page: P-01 Aar•*31A196* Hveercalc Proaram by Crowley Desian Group. (215)-337-7060 ._ Ik1 IIID rq FLOW 5v1/Tr 4` N R S GATE.v44v_ f IsQ•I �+ i- <LI14,G ria 2L MIN. CLEAR SPACE SPRK. SUPPLY RISER ROOF STRUCTURE FIRE SPR4. SYSTEM a JOIST@ Z4 % IELTILe3Z:'! PLYWOOD DECK GLB, A4 TJL@ 32." % r C.ROS 1441 "1 E.LEVATh TIGHT TO BOT OF BEAM 3.4- 2:812 GLB gar 3Yi. t3� 2. .. �cR0 sMA1u ELEYATO TIC,NT TO B01 OF G.LB. N 0 Lad33'E r`i T WALL. FJLL ElGkT BLDG. SECTIONAA OPEN \AI EP TJ L.1 OPEN WEB 71 LETTER ave been City of deletions after this and will •d drawings. field - of this a- „o IST Lam. SIDE B'& BRAG ET a HOLE CLL4, FLANGE. 3- -6"ATT 3& 141.174 WASH- ACCEPTED BY WAS11116Ttli! ERYEYilI6 b RATING BUP1AU SEATTLE. WASH. SEP 0 5 1990 fleeting requirements of this 'nom tor classification as sorinideied- ;i}, Wever. system changes or additions as recommended on the attact' netts) will result in improved rates. Accettance SprokS tO Ors as -Omitted and for construction end occt4l t7 hown Moron. 1.2a1;mid talion subiect to inspection tor feat a:.rcv.aas. 38CDACH. ;CRR, ROD ` 1= • iY WOOD scREw� (2RE.G) 3;.-4.OR A SA4t rn l SRA!,Z,H U hl E PIPE r• -,..it,.`,. BP 1CH LINE F1P1I YPE PIPE RINCC ■ BRAt1C1-1 UNE YP- All comments and acceptances relate exclusively to relative effect of various crins upon firy insurance rates. are not te strued as bearingin any way upon the question of They hether "due care" has been exercised with t ito possible liability lfors ersonal in- jury or damage topPrty.secgnied thathazarrdwhich may result in loss still exist. TUKWILA FIRE DEPARTiMMT Please call: 575-4407 and give this job No._G%G�v%� N J w Q c: oN ON �s_CO Ol OC (() IQ3 QY c�l.rf- zan 'm� w CCU en W W w , z �N V u')ez i--va (JV • 0 to =xv- 0 U) cc aC z 0 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. HYDRAULIC DESIGN INFORMATION SYSTEM DESIGN FLOW TEST AREA OF OPERATION DENSITY STATIC REVISIONS DESCRIPTION SPRINKLER LEGEND DEVICE MFG. APPROVAL YV. S R, a• OTY OF nJi<Wl LA DESCRIPTION FINISH NO. REQ. DESCRIPTION FINISH NO. REQ. 147 PSI 35-U/5s.P CONT. NO. RESIDUAL MAX. AREA/HEAD K -FACTOR GPM FLOWING DATE & TIME 110 PSI 1447 GEM 4/Z.5/ 90 SPRK. ON SHEET SPRK. ON JOB DATE 5124/90, 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 THCEI\TER RETAIL BLDG. PHASE I[ SOUTNCEN i ER PARKWAY TUKWILA; WA 98188 TITLE: FOOR JLANI,BLMSECT1ONI, DETAILS SHEET 5-0 Y4* Rpoi) raw Is' -6'0,,4 ay...D. )( Jo a s- S) (e -3z) (1-88) (9-)0) 10-0 100.. 14' (9.10) 0'0/ 100 • 45-9,• .16-5V 10:5z" Io - i0 -5. 45= G" 1O: 9t3.. 7 10 0 (S -)O) £3q x 3G .3 s 00 (9-) 0) - '(310). to )1d 9-19) r 10:0 G1'30 7-47 1 a a-1CI) 1d I4 I 0-10) • 1.9 'b) v 114 4, 1 )14 (9-)0) 1 1 G. 15-81 eo-)o) G34.24" o (9 -►0 (9-10) (2) (2) JILL "4 1 a V (13-)�) (9- o) , (9-10) si s) � C I )'4 i0)1 .1 i(3 -I )d ,r (2) (2'1 10- .a> I4. s=o" 8ct. 0Y',• f rd. �: ` f , L N1 . CI SaLzz+i H Ct AS -1c (.48) 10-0 t/ (Z I • 14. 6L O' 10-3z • r Lat- • z) I olio iv( B3 ,01 4' O is-8' 634x291 B.*Pd.>. 8 8e,M -3 (it) l r y ; (9-o't) / -o 0 Itz 1 11-)i(iC 11t. -1I%:' (23 14- . c ,. ice) Ili X34►251. 164 634.27 Teo - 4 -0 (2) I. 2) (9-1 ) a-5) ? (9- I -10 4-7 Le) 'fat )Id (Z-) d )) 5.) r4--17% 1? - z) i 58 ' 1 (;J 14. ) 3 r3 60 ROOF STRUCTURE 1 FiREBP'<. SY. l/1Q C. 113 ,; 41 i6' 9e).Yq.-D. 515.18 WATER MOTOR C7ONCq O N ALARM VAJ.YE• STD .TR) X11 LIT ,FLOo/swat H ti N R S GATE. YALV1. lr 41(3 v)c PED cam. 8 WAIL- POST 1 N D►CATOR'ill TAMPER SWITCW [4' VI C CPLD. STYLE 75 cl 4y 13Z., RED. FLANGE r` ►=4i Mru,Chf.4CA.t? 49 2 MIN CLEAR SPACE 3PRKSUPPLY RISER 4n I4:TJLP32..-Yr. PLYWOOD DECK CROSSMAIN ELEVATION TIGHT TO BOT. OF BEAM 7 it 0 L. 4,73 cO G •3J C,LE'E BOT BAA, C2,4,` 24 GLB SOT. BM, 13-8- �•6 JOIST@ z4'%: QLB LL EIGHT BLDG, SECTION A -A I3R4N CH Li 1\1 E. PI PaKi TYPE OPEN WEB T..11_ 2 BAR WASHER rli U -BOLT OYER TPAPZ. BAR it.1 Pi PE RINCI BaiX C,POSSMA P1 PI "ATR 1")/PE TYPE 4r3 PIPE_ 1:ZIN LAC, BOLT.5. Syr- cRos3m.,, TYE_ ACCEPTED WASHB1GTON SLIMS WU MAY SFATTLBEY. WASH. JUN 1 51990 As meeting requirements of this bureau ler classification as sprinkIered; however, system changes or additions as recommended on the attached sheet(s) will result in improved rates. Acceptance applies to plans as submitted and for constructien and occupancy shown thereon. Einished installation subject to ingpection for final accepianca. All comments and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates. They are not to be cot stirred as bearing in any way upon the question of whether "due care has been exercised with respect to poz iyersiblope liability for personal in- jury or damage to property. ft is reci wax -4, azards which may result in loss still exist. irk 4.4 ceol 41) tri CC LLI LU 014 0 crt NORTH GENERAL NOTES 1. All design and installation in accor- - dance with NFPA Standards. 2. M 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 B36.10, ASTM A135. HYDRAULIC DESIGN INFORMATION . REVISIONS SPRINKLER LEGEND DEVICE MFG SYSTEM DESIGN FLOW TEST AREA OF SEE' RATION DENSITY 3000 STATIC 147 PS I NO. DESCRIPTION RELOCATE SP RK. RISER RINA . PER PAT/ARCH. DATE SYMBOL DESCRIPTION 53-LVI'PLIJG DN ORIF. 212. FINISH NO. REQ. BRASS I 24 SYMBOL DESCRIPTION ORIF. TEMP. FINISH „ NO. REQ. RESIDUAL 110 PS I DRAWN BY Kai BRUER MAX. AREA/HEAD GPM FLOWING K -FACTOR 5.6 DATE & TIME 1447 GRA SPRK. ON SHEET SPRK. ON JOB DATE 5/ 2.4/ 50 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 SOUTHCENTER RETAIL BLDG. PHASE II 16813 5OUTHCENITER PARKWAY TUKWILA, WA 98188 TITLE --St-2 ---/5-7,r,t-(&)(743) FLOOR RA, BLDG.SECT1ON, DETAIL:5 SHEET nem emoa 81402U0):139 •