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HomeMy WebLinkAboutPP - 15310 MACADAM RD S - PEAKS CONDOMINIUMS - PERMITS AND PLANS15310 MACADAM RD S ASSOCIATED PERMITS 96-F-298 96-S-243 City of Tukwila Fire Department • Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch . per. civ of. Tukwila Cfrnance #2437; aection.16A0.120-D. and Ordinance #2436, %option 16.42.100-C •• • ..4 I. yst • • operational • .,(see reverse side) The e maintainedun e, s em. are opera as determMed by theTu1i1 ire MaishaYs ve FX iiiiiiirWnikt6I(16-S754439•ickreitity the-tOiiipletion of '• • •••• • • of syten momtonng, ni orde1 to eild2ttre..1*. %.• ; ;.: . . The fire Watch is required 24 hours a day. .Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of,iand accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of b.UsilleSs.;.":EV.trY htjArt,they, must call •2064714.737andleave•A:message stating the following: .• 1.Yournaine. 2. Street address of &match location. :•;••2 i'•;.:1•1( ••• • .•••• . . • • .,4; yc4 disamier emergency auring your patrol call 94-51.1#ti-OrtOk• 4;•1•••'.'• • • • • • • • • • • ''•'• ;*::• :.. • :•.:.7 ' • .-j;;!•••• Date: I of 1,47 . • •initiezfois:- • stait' 111C-. Reason For Fire watch: Coe - Business Name: -po.A.4 (j-J45S Business Address: • ) Business Phone: rs 4-I 25 Incident #: Person in Charge: iitilav(b Signature: W — Fire Marshal's Office Y — Owner/Manager Rev 7/29/14 T.F.D. Ram F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshalgsakwilawa.gov SPRILER SYSTEM HYDRAUL -, ANAL#S Page 1 Date: 07/01/1999 C:\t:A,3S64\DATA\PEAK\SUNSHINE.SDF JOB TITLE: SUNSHINE CONDOMINIUM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CC 118.0 92.0 1057.0 105.6 707.8 98.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOIRCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 707.8 GPM 500.0 GPM 0.0 GPM 207.8 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 146.9 K= 4.90 7.0 13.0 2 146.9 K= 4.90 7.3 13.3 3 146.9 K= 4.90 8.4 14.2 4 146.9 K= 4.90 7.4 13.3 5 146.9 K= 4.90 7.8 13.7 6 146.9 K= 4.90 9.4 15.0 7 146.9 K= 4.90 7.2 13.2 8 146.9 K= 4.90 7.2 13.1 9 146.9 K= 4.90 8.0 13.9 10 146.9 K= 4.90 1.7 16.0 11 146.9 K= 4.90 11.0 16.2 12 146.9 K= 4.90 1".3 16.5 13 146.9 K= 4.90 11.1 16.3 14 146.9 K= 4.90 1'-'..7 20.0 20 146.9 7.7 21 146.9 8 3 22 146.9 11.6 23 146.9 11.5 24 146.9 .7 25 146.9 8 0 26 146.9 9.7 27 146.9 1`).3 28 146.9 7.5 29 146.9 9.3 30 146.9 11.0 31 146.9 15.5 32 146.9 11.4 33 146.9 11.8 34 146.9 13.2 35 146.9 3 5 TOR 146.9 38.9 FCV 144.9 46.9 200 135.6 53.5 94 127.1 4 SPRLER SYSTEM HYDRAULIC ANALIJIS Page 2 Date: 07/01/1999 C:\H4 S64\DATA\PEAK\SUNSHINE.SDF JOB TITLE: SUNSHINE CONDOMINIUM NODE TAG ELEVATION NODE TYPE PRE';SURE DISCHARGE (FT) (PSI) (GPM) 96 124.2 79.4 104 119.2 82.0 105 116.2 83.6 BFO 116.9 83.4 BFI 116.9 88.4 UGT 114.0 90.7 110 114.0 90.8 CC 97.0 SOURCE 98,2 207.8 SPRLER SYSTEM HYDRAULIC ANALIS Page 3 Date: 07/01/1999 C:\HA_%364\DATA\PEAK\SUNSHINE.SDF JOB TITLE: SUNSHINE CONDOMINIUM PIPE DATA PIPE TAG Q(GPM) ,IA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS,) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) HL./FT (PSI) Pipe: 1 -13.0 1.101 PL 17.58 PF 0.7 1 146.9 4.9 7.0 13.0 4.4 150 FTG E PE 0.0 20 146.9 0.0 7.7 0.0 ).030 TL 22.58 PV 0.1 Pipe: 2 -13.3 ..101 PL 6.00 PF 0.4 2 146.9 4.9 7.3 13.3 4.5 150 FTG T PE 0.0 20 146.9 0.0 7.7 0.0 0.032 TL 11.00 PV 0.1 Pipe: 3 -26.2 1.394 PL 12.33 PF 0.7 20 146.9 0.0 7.7 0.0 5.5 150 FTG T PE 0.0 21 146.9 0.0 8.3 0.0 0.036 TL 18.33 PV 0.2 Pipe: 4 -26.2 1.101 PL 0.83 PF 0.1 21 146.9 0.0 8.3 0.0 8.8 150 FTG ---- PE 0.0 3 146.9 4.9 8.4 14.2 0.112 TL 0.83 PV 0.5 Pipe: 5 -40.5 1.394 PL 16.00 PF 3.2 3 146.9 4.9 8.4 14.2 8.5 150 FTG 3ET PE 0.0 22 146.9 0.0 11.6 0.0 1.079 TL 40.00 PV 0.5 Pipe: 6 -16.2 1.101 PL 6.00 PF 0.5 11 146.9 4.9 11.0 16.2 5.5 150 FTG T PE 0.0 23 146.9 0.0 11.5 0.0 0.046 TL 11.00 PV 0.2 Pipe: 7 -16.2 1.598 PL 5.25 PF 0.1 23 146.9 0.0 11.5 0.0 2.6 150 FTG T PE 0.0 22 146.9 0.0 11.6 0.0 0.008 TL 13.25 PV 0.0 Pipe: 8 -13.3 1.101 PL 4.50 PF 0.3 4 146.9 4.9 7.4 13.3 4.5 150 FTG T PE 0.0 24 146.9 0.0 7.7 0.0 0.032 TL 9.50 PV 0.1 Pipe: 9 -13.7 1.101 PL 1.50 PF 0.2 5 146.9 4.9 7.8 13.7 4.6 150 FTG T PE 0.0 25 146.9 0.0 8.0 0.0 0.034 TL 6.50 PV 0.1 Pipe: 10 -15.0 1.101 PL 1.83 PF 0.3 6 146.9 4.9 9.4 15.0 5.1 150 FTG T PE 0.0 26 146.9 0.0 9.7 0.0 0.040 TL 6.83 PV 0.2 Pipe: 11 -13.3 1.101 PL 11.50 PF 0.4 24 146.9 0.0 7.7 0.0 4.5 150 FTG ---- PE 0.0 25 146.9 0.0 8.0 0.0 0.032 TL 11.50 PV 0.1 Pipe: 12 -27.0 1.101 PL 14.00 PF 1.7 25 146.9 0.0 8.0 0.0 9.1 150 FTG ---- PE 0.0 26 146.9 0.0 9.7 0.0 ;`.119 TL 14.00 PV 0.6 Pipe: 13 -42.1 1.394 PL 12.75 PF 2.6 26 146.9 0.0 9.7 0.0 8.8 150 FTG 2ET PE 0.0 27 146.9 0.0 12.3 0.0 ` 085 TL 30.75 PV 0.5 SPR LER SYSTEM HYDRAULT2 ANALOS Page 4 Date: 07/01/1999 C:\1:.cS64\DATA\PEAK\SUNSHINE.SDF JOB TITLE: SUNSHINE CONDOMINIUM PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 14 22 146.9 27 146.9 Pipe: 15 7 146.9 28 146.9 Pipe: 16 8 146.9 28 146.9 Pipe: 17 28 146.9 29 146.9 Pipe: 18 9 146.9 29 146.9 Pipe: 19 10 146.9 30 146.9 Pipe: 20 29 146.9 30 146.9 Pipe: 21 30 146.9 31 146.9 Pipe: 22 13 146.9 32 146.9 Pipe: 23 32 146.9 33 146.9 Pipe: 24 12 146.9 33 146.9 Pipe: 25 33 146.9 34 146.9 Pipe: 26 27 146.9 34 146.9 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS) HW(C) (FT) (K) (PSI) (GPM) F 0.0 11.6 0.0 0.0 12.3 0.0 4.9 7.2 0.0 7.5 4.9 7.2 0.0 7.5 0.0 7.5 0.0 8.3 -56.7 1.598 9.1 150 '.076 -13.2 1.101 13.2 4.4 150 0.0 9.031 -13.1 1.101 13.1 4.4 150 0.0 0.031 - 26.3 1.101 0.0 8.9 150 0.0 0.113 4.9 8.0 13.9 0.0 8.3 0.0 4.9 10.7 0.0 11.0 0.0 8.3 0.0 11.0 0.0 11.0 0.0 15.5 4.9 11.1 0.0 11.4 0.0 11.4 0.0 11.8 4.9 11.3 0.0 11.8 0.0 11.8 0.0 13.2 0.0 12.3 0.0 13.2 - 13.9 1.101 4.7 150 ).035 - 16.0 1.101 16.0 5.4 150 0.0 3.045 - 40.2 1.101 0.0 13.5 150 0.0 0.247 - 56.2 1.394 0.0 11.8 150 0.0 x.146 - 16.3 1.101 16.3 5.5 150 0.0 3.047 - 16.3 1.101 0.0 5.5 150 0.0 C.047 -16.5 1.101 16.5 5.6 150 0.0 0.048 -32.8 1.101 0.0 11.1 150 0.0 0.170 - 98.E .598 0.0 15.b 150 0.0 '.213 PL FTG TL PL FTG TL 9.50 9.50 8.00 8.00 PL 4.50 FTG T TL 9.50 PL FTG TL 6.75 6.75 PL 2.50 FTG T TL 7.50 PL 1.00 FTG T TL 6.00 PL 11.00 FTG ---- TL 11.00 PL 13.25 FTG 2ET TL 31.25 PL 1.50 FTG T TL 6.50 PL FTG TL 8.50 8.50 PL 4.50 FTG T TL 9.50 PL 3.16 FTG T TL 8.16 PL FTG TL 4.00 4.00 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV 0.7 0.0 0.6 0.3 0.0 0.1 0.3 0.0 0.1 0.8 0.0 0.5 0.3 0.0 0.1 0.3 0.0 0.2 2.7 0.0 1.2 4.6 0.0 0.9 0.3 0.0 0.2 0.4 0.0 0.2 0.5 0.0 0.2 1.4 0.0 0.8 0.9 0.0 1.7 SPRILER SYSTEM HYDRAULrC ANAL4OIS Page 5 Date: 07/01/1999 C:\hLiS64\DATA\PEAK\SUNSHINE.SDF JOB TITLE: SUNSHINE CONDOMINIUM PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 27 34 146.9 31 146.9 Pipe: 28 31 146.9 14 146.9 Pipe: 29 14 146.9 35 146.9 Pipe: 30 35 146.9 TOR 146.9 TOR FCV Pipe: 31 146.9 144.9 Pipe: 32 FCV 144.9 200 135.6 Pipe: 33 200 135.6 94 127.1 Pipe: 34 94 127.1 96 124.2 Pipe: 35 96 124.2 104 119.2 104 105 105 BFO BFI BFO BFI UGT Pipe: 36 119.2 116.2 Pipe: 37 116.2 116.9 Pipe: 38 116.9 116.9 Pipe: 39 116.9 114.0 Q(GPM) DIA(IN) LENGTH NOZ. PT DISC. VEL(FPS' HW(C) (FT) (K) (PSI) (GPM) 7.L./FT 0.0 13.2 0.0 15.5 0.0 15.5 4.9 16.7 4.9 16.7 0.0 34.5 0.0 34.5 0.0 38.9 0.0 38.9 0.0 46.9 0.0 46.9 0.0 53.5 0.0 53.5 0.0 62.4 0.0 62.4 0.0 79.4 0.0 79.4 0.0 82.0 0.0 82.0 0.0 83.6 0.0 83.6 0.0 83.4 -131.E ":.003 0.0 13.4 150 0.0 :x.120 - 187.8 2.003 0.0 19.1 150 20.0 0.232 - 207.8 2.003 20.0 21.2 150 0.0 0.280 - 207.8 2.003 0.0 21.2 150 0.0 0.280 - 207.8 2.115 0.0 19.0 120 0.0 0.325 - 207.8 2.003 0.0 21.2 150 0.0 0.280 - 207.8 2.003 0.0 21.2 150 0.0 0.280 -207.8 2.423 0.0 14.5 150 0.0 ).111 - 207.8 3.356 0.0 7.E 120 0.0 0 034 - 207.8 3.356 0.0 7.5 120 0.0 5.034 - 207.8 3.356 0.0 7.5 120 0.0 0.034 PL 9.66 FTG T TL 19.66 PL 5.00 FTG ---- TL 5.00 PL 54.33 FTG E TL 63.33 PL 6.67 FTG E TL 15.67 PL 4.00 FTG ETG TL 21.89 PL FTG TL 9.33 9.33 PL 8.50 FTG T TL 18.50 PL 94.42 FTG 4E TL 142.42 PL 5.00 FTG E TL 12.00 PL 3.00 FTG E TL 10.00 PL FTG TL 2.42 2.42 PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV FIXED PRESSURE LOSS DEVICE 0.0 88.4 0.0 psi, 207.8 gpm 0.0 83.4 0.0 0.0 88.4 0.0 90.7 - 207.8 1.220 PL 65.00 PF 0.0 4.E 140 FTG ET PE 0.0 ).008 TL 119.00 PV 2.4 0.0 1.2 1.2 0.0 2.5 17.8 0.0 3.0 4.4 0.0 3.0 7.1 0.9 2.4 2.6 4.0 3.0 5.2 3.7 3.0 15.8 1.3 1.4 0.4 2.2 0.4 0.3 1.3 0.4 0.1 -0.3 0.4 1.0 1.3 0.2 SPRILER SYSTEM HYDRAULIC ANAL,S Page 6 Date: 07/01/1999 C:\H.SS64\DATA\PEAK\SUNSHINE.SDF JOB TITLE: SUNSHINE CONDOMINIUM PIPE DATA (cont.) PIPE TAG END ELEV. NOZ. NODES (FT) (K) Q(GPM) fIA(IN) LENGTH PT DISC. VEL(FPS, HW(C) (FT) (PSI) (GPM) T.L./FT Pipe: 40 -207.6 1.280 PL 7.00 UGT 114.0 0.0 90.7 0.0 2.2 140 FTG TG 110 114.0 0.0 90.8 0.0 J.001 TL 64.00 Pipe: 41 -207.8 8.390 PL 100.00 110 114.0 0.0 90.8 0.0 1.2 140 FTG TG CC 97.0 SRCE 98.2 (N/A) 0.000 TL 167.00 PRESS. SUM. (PSI) PF 0.1 PE 0.0 PV 0.0 PF PE PV 0.0 7.4 0.0 NOTES: (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 4 C1324A granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (4) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.054 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Ma"<imum water velocity is 21.2 ft/sec at pipe 30. PIPE FITTINGS TABLE Pipe Table PAGE: D Diameter (in) 4.220 6.280 8.390 PAGE: F Diameter (in) 1 .101 1 .394 1.598 Name: CUSTOM.PIP MATERIAL: DIRON HWC: 14n Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkV1 3fyVly 18.00 24.00 31.00 36.00 11.00 39.00 52.00 16.00 55.00 60.00 22.00 78.00 MATERIAL: CPVC Equivalent Fitting E T R C Ell Tee T -RUN HWC: 1 5 0 Lengths B 5.00 5.00 1.00 6.00 6.00 1.00 7.00 8.00 1.00 5.00 7.00 9.0. in Feet G N GatVly NPTee 22.00 4.00 36.00 17.00 5.00 52.00 21.00 7.00 60.00 6.00 6.00 6.00 in Feet G A D 1.00 10.00 10.00 1.00 10.00 10.00 1.00 10.00 10.00 SPR LER SYSTEM HYDRAULIC ANALIS Page 7 Date: 07/01/1999 C:\HAqS64\DATA\PEAK\SUNSHINE.SDF JOB TITLE: SUNSHINE CONDOMINIUM 2.003 9.00 10.00 1.00 11.09 6.00 1.00 10.00 10.00 2.423 12.00 12.00 2.00 19.00 10.00 1.00 18.00 13.00 PAGE: H MATERIAL: DYNA HWC: 12u Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 3.356 7.00 15.00 7.00 22.00 13.00 1.00 18.00 13.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v RFyV1v GatVly AlmChk DPV1v N NPTee 2.115 5.59 11.18 3.35 12.30 6.71 1.12 11.18 11.18 11.18 SPR LER SYSTEM HYDRAULIC ANALIS Page 8 Date: 07/01/1999 C:\iPSS64\DATA\PEAK\SUNSHINE.SDF JOB TITLE: SUNSHINE CONDOMINIUM WATER SUPPLY CURVE 120+ *\ 110+ 100 90 P 80 R E S S 70 U R E 60 P S I 50 40 30 \\ \\ x \\ \\ * <-92.0 psi @ 1057 gpm Flow Test Po;lt 20+ LEGEND X = Required Water Supply 98.18 psi @ 707.8 gpm 10+ 0 = Available Water Supply 105.62 psi @ 707.8 gpm 0++-+---+----+ + + + + + 400 600 800 1000 1200 140C 1600 1800 2000 FLOW (GPM) NOR -TECH HYDRAULIC CALCUL ATIONS FOR Peaks Condominiums Building "A" 3rd. Floor DESIGN DATA Occupancy Classification: Density: Area of application: Coverage of sprinklers: Number of sprinklers calculated: Total Sprinkler demand: Flow & pressure available @ Source: Sprinkler make & model: Sprinkler Orifice: Sprinkler Thread: Sprinkler "K" Factor: Design Layout: Date: Light Hazard Per mfg listing 1500 S.F. Varies (14) Heads 707.8 gpm @ 98.2 psi 707.8 gpm @ 105.6 psi Viking VK438 Residential recessed %z" 4.9 D.F. October 13, 2003 4 Sprinkler .systems Design • PROJECT INFORMATION v��ccv l '-'I Date 09/30/96 Job: TRIDWETS Job_ SUNSHINE RIDGE CONDOMINIUM$ 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Occupancy LIGHT HAZ.-RESIDENCES/ORD.HAZ.-STORAGE Density 0.15 gpm/sq. ft. Area of Operation 1500 square feet Area per Sprinkler 1 225 SF MAX/RESID.-121.5 SF MAX/STORAGE Number of Sprinklers Calculated: 15 heads Authority having Jurisdiction_ _ NFPA-13 Hose 150.0 qpm Inside Hose, 500.0 qpm Outside Hose System type_ _ Wet Water Supply _ 118.00 psi Static, 115.00 psi Residual @ 1057.0 qpm Sprinklers _ CENTRAL MOD.GB 1/2 RECESSED PENDENT CALCULATION SUMMARY Demand__,_ _ _ _ 92.75 psi @ 309.7 qpm @ B.O.R. 105.18 psi @ 959.7 qpm @ Supply 115.49 psi available @ 959.7 qpm Demand is below curve by 10.31 psi Notes: PROGRAM: 'HydroCalc' by Micro Space Systems P. 0. Box 5069. Glacier. WA 98244-5069 (80Q) u1 334-6263 1141LWG 1 O M7/.7,V171:7 i7r ICC4 A.71/ Pressure (PSI) R WN W 4 NI . 01 11 co tio m F+ 3 ea CI 0 s .4, 140 I9 I9 @ I9 I9 I9 gi al C WdD) mo 1.1 ea 3 m m tU 3 3 3 CO •i� co 3 3 t!I 0 3 3 3 3 co 3 3 3 Static = 118.00 psi. Residual = 115.00 psi at a ficlw of 1057.0 Demand at 1308 = 92.75 psi with 309.7 qpm flowing. System demand = 105.18 psi with 959.7 qpm flowing. Pressure available = 115.49 psi when 959.7 qpm is flowing. Demand is below curve by 10.31 psi. (8.9%) qpm. F411191v1' u 481PM i+{dt'J 5 S8' T N) Sheet lir, Sprinkler Sysrtems Design v - j Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow PZE Paz -Lok Elbow PZT Poz-Lok Tee B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. BV Butterfly valve GV Gate valve UE Underground.ASCA ninety degree elbow UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to fric=tion Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length • TFIDWETS 09/30/96 4:18pm Sheet l-/19 Sprinkler, Systems Design Sprinkler Systems Hjdraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 2 DR2 3 DR3 4 A04 5 A05 6 A06 7 A07 8 A08 10 CMDL 11 CMDL 12 CMDL 13 CMDL 14 CMDL 15 CMDL 16 CMDL 17 CMDL 18 CMDL 19 CMDL 20 CMDL 23 CMDL 24 CMDL 25 CMDL 26 CMDL 27 CMDL 28 CMDL 29 CMDL 30 CMDL 31 CMDL 32 CMDL 38 BU1 41 BL1 42 BL1 43 BL1 44 BL1 45 BL1 47 BL2 48 BL2 49 BL2 50 BL's 51 BL3 52 BL3 JJ BL3 54 BL3 56 BL4 57 BL4' 58 BL4 59 BL4 61 BL5 1.000 0.5 5.6 7.00 -0.50 0.0 120 32 1PZT 1.000 0.5 5.6 10.59 -0.50 0.0 120 32 1PZT 1.000 0.5 5.6 7.00 -0.50 0.0 120 32 1PZT 1.000 3.0 DR2 0.00 0.00 0.0 120 32 1PZT 1.000 4.7 DR3 0.00 0.00 0.0 120 32 1PZT 1.000 3.3 DR3 0.00 0.00 0.0 120 32 1PZT 1.000 2.0 DR3 0.00 0.00 0.0 120 32 1PZT 1.000 1.5 DR3 0.00 0.00 0.0 120 32 1PZT 2.154 1.0 0.00 0.00 0.0 120 32 2. 154 8.6 0.00 0.00 0.0 120 32 2.154 7.5 0.00 0.00 0.0 120 32 2.154 2.7 0.00 0.00 0.0 120 32 1T 2.154 1.1 BL1 0.00 0.00 0.0 120 32 2.154+ 8.4 BL2 0.00 gr -)0: . 0.0 120 32 2. 154 3. '2 0.00 0. 00 0.0 1 20 32 2.154 7.8 BL3 0.00 0.00 0.0 120 32 1T 2.154 4.4 CMA 0.00 0.00 0.0 120 32 2.154 12.4 0.00 0 0.0 120 32 2. 154 14.0 0.00 0.00 0.0 120 32 2.154 1' . 4 0.00 0.00 0 0. 0 120 ,..,- 2.154 2 2. 154 4.4 0.00 0. I 0 0.0 120 32 1T 2. 154 7.8 0.00 0.00 0.0 120 32 2.154 3.2 0.00 0.00 0.0 120 32 2.154 8.4 0.00 0.00 0.0 120 32 2.154 1.0 0.00 0.00 0.0 120 3� 1T 2.154 2.7 0.000.00 0. 0 120 32 2.154 7.7 0.00 0.00 0.0 120 32 2.154 8.8 0.00 0.00 0.0 120 32 2. 154 8.5 0.00 0.00 0.0 120 32 1T 2.731 5. 3 CMDL 0.00 1.00 0.0 120 3� 'AVE 1.000 11.8 A04 0.00 0.00 0.0 120 32 1PZE 1.230 0. 5 A05 0.00 0.00 0.0 120 32 1.560 10.7 A06 0.00 0.00 0.0 120 32 1.560 15.5 DR 1 0.00 0.00 0.0 120 32 1..560 13.2 0.00 5.08 0.0 120 3' 1PZT,2PZE 1.000 15.5 DR2 0.00 0.00 0.0 120 32 1PZE 1.230 11.1 A07 0.00 0.00 0.0 120 32 1.560 14.5 DF:1 0.00 0.00 0 0.0 1:'i Jz 1.560 13.2 0.00 5.08 0.0 120 32 1PZT,2PZE 1.000 18.1 DR2 0.00 0.00 0.0 120 32 1PZE 1.230 13.1 A07 0.00 0.00 0.0 120 32 1.560 14.7 A08 0.00 0.00 0.0 120 32 1.560 11.2 0.00 0.00 0.0 120 32 1PZT,2PZE 1.000 18.0 DP2 0.00 0.00 0.0 120 32 1PZE 1.230 13.1 A06 0.00 0.00 0.0 10 32 1. 560 12.8 DR1 0.00 0.00 0.0 120 32 1.560 13.1 0.00 5.08 0.0 120 32 1PZT,2PZE 1.000 13.5 DP..: 0.00 0.00 u 0 120 32 1PZE • TRIDWETS 09/30/96 4:19om Sheet |, Sorihhleq SYstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. No. Code 62 63 64 65 66 88 98 99 100 101 107 108 109 110 BL5 BL5 BLS BL5 CMA BU1 BU1 BU1 BU1 BU1 BU1 RI1 UG1 U82 Raw data previous to any calculations 1.230 17.6 AO8 1.560 13.1 1.560 8.4 1.560 4.5 1.560 1.0 BL4 BL5 2.731 1.5 2.731 24.5 2.731 4.1 2.731 25.3 2.731 44.3 2.731 9.7 4.328 1.5 BU1 5.860 113.0 RI1 8.270 100.0 U61 Elev Hose HW Vel Fittings 0.00 0.00 0.00 0.00 0.00 5.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.00 0.00 -5.67 0.00 0.00 0.00 13.42 0.00 0.01 0.00 7.33 0.00 17.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.0 500.0 120 120 120 120 120 120 120 120 120 120 120 120 150 140 32 32 32 1PZT,2PZE 32 32 1PZT 32 1GV,1VT,2VE 32 1VE 32 1VE 32 2VE 32 1VE 32 1VT,1BV 32 1B11,3VE 32 2UT3,1UE,1GV 32 1GV,1UT3 • TRIDWETS 09/30/96 4:24pm Sheet -/I Sprinkler* Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Node Detail Pressure Outlet Discharge Node (gpm) (psi) K -Value Source Elevation (ft) Comments 1 14.8 7.00 Orif= 5.60 46.67 2 18.2 10.59 Or i f = 5.60. 46.67 3 14.8 7.00 Orif= 5.60 46.67 4 18.2 11.13 K= 5.45 DR2 47.17 5 14.8 7.30 K= 5.48 DR3 47.17 6 14.8 7.30 K= 5.48 DR3 47.17 7 14.8 7.30 K= 5.48 DR3 47.17 8 14.8 7.30 K= 5.48 DR3 42.09 11 - 37.91 42.09 12 - 35.31 42.09 13 - 33.05 42.09 14 - 28.54 42.09 15 - 28.40 42.09 16 - 20.10 42.09 17 - 27.99 42.09 18 - 27.99 42.09 19 - 28.33 42.09 20 - 29.29 42.09 :23 - 30.37 42.09 24 - 31.33 42.09 25 - 32.61 42.09 26 - 33.21 42.09 27 - 33.46 42.09 28 - 34.11 42.09 29 - 35.13 42.09 30 - 35.33 42.09 31 - 35.93 42.09 32 - 36.61 42.09 38 - 38.21 42.09 41 18.2 12.24 K= 5.20 A04 47.17 42 19.4 14.14 K= 5.16 A05 47.17 43 19.7 14.24 K= 5.21 A06 47.17 44 21.7 15.65 I<::= 5.48 DR1 47.17 45 -- 19.36 47.17 47 18.2 11.13 K= 5.45 DR2 47.17 48 19.3 13.55 K= 5.25 A07 47.17 49 21.7 15.63 K:= 5.40 DR1 47.17 50 •- 17.71 47.17 51 10.2 11.13 K= 5.4.5 DR2 42.09 09 52 19.6 13.91 k:.= 5.25 A07 42.09 53 21.3 16.45 1.= 5.26 A08 42.09 09 54 - 10.51 42.09 09 56 18.2 11.13 1..= 5.45 DR2 47.17 57 19.4 13.0 J K= 5.21 A06 47.17 58 • 22.2 16.42 1:::= 5.48 DR1 47.17 59 - 10.25 47.17 61 18.2 11.13 1:::= 5.45 DP2 47.17 62 19.2 13.27 1:: = 5.26 A08 47.17 '63 - 16.63 47.17 • T ;IDWETS 09/30/96 4:24pm Sheet 1119 Sprinkler. Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Node Detail Discharge Pressure Outlet Elevation Node (ppm) (psi) K -Value Source (ft) Comments 64 - 17.41 47.17 65 - 21.07 42.09 66 - 24.62 42.09 88 - 42.24 41.09 98 - 49.25 41.09 99 - 55.33 41.09 100 - 61.32 32.09 101 - 66.38 37.76 107 - 76.34 37.76 108 - 90.13 24.34 109 150.0 92.75 Hose RI 1 24.33 110 500.0 97.08 Hose UG1 17.00 111 - 105.18 0.00 • .IDWETS 09/30/96 4:24pm Sheet Sprinkler Systems Design Sprinkler Systems HYdraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 1 1.00 0.5 5�5 -0.50 14.8 0.0943 0.52 6.1 1 44 7.00 15.65 Fit= 5.0 1PZT 2 1.00 0.5 5~5 -0.50 18.2 0.1383 0.76 7.4 2 4 10.59 11.13 Fit= 5.0 1PZT 3 1.00 0.5 5.5 70.50 14.8 0.0943 0.52 6.1 3 5 7.00 7.30 Fit= 5.0 1PZT 4 1.00 3.0 8.0 0.00 18.2 0.1380 1.10 7.4 4 41 11.13 12.24 Fit= 5.0 1PZT 5 1.00 4.7 9.7 0.00 14.8 0.0941 0.91 6.0 5 42 7.30 14.14 Fit= 5.0 1PZT 6 1.00 3.0 8.0 0.00 14.8 0.0941 0.75 6.0 6 43 7.30 14.24 Fit= 5.0 1PZT 7 1.00 2.0 7.0 0.00 14.8 0.0941 0.66 6.0 7 48 7.30 13.55 Fit= 5.0 1PZT 8 1.00 1.5 6.5 0.00 14.8 0.0941 0.61 6.0 8 53 7.30 16.45 Fit= 5.0 1PZT 10 2.15 1.0 1.0 0.00 209.5 0.3018 0.30 18.4 38 11 38.21 37.91 11 2.15 8.6 8.6 0.00 209.5 0.3018 2.60 18.4 11 12 37.91 35.31 12 2.15 7.5 7.5 0.00 209.5 0.3018 2.26 18.4 12 13 35.31 33.05 13 2.15 2.7 14.9 0.00 209.5 0.3018 4.50 18.4 13 14 33.05 28.54 Fit= 12.2 1T 14 2.15 1.1 1.1 0.00 130.5 0.1257 0.14 11.5 14 15 28.54 28.40 15 2.15 8.4 8.4 0.00 66.1 0.0357 0.30 5.8 15 16 28.40 28.10 16 2.15 3.2 3.2 0.00 66.1 0.0357 0.11 5.8 16 17 28.10 27.99 17 2.15 7.8 20.0 0.00 0.2 0.0000 0.00 0.0 17 18 27.99 27.99 Fit= 12.2 1T 18 2.15 4.4 4.4 0.00 100.2 0.0772 0.34 8.8 18 19 27.99 28.33 19 2.15 12.4 12.4 0.00 100.2 0.0772 0.96 8.8 19 20 28.33 29.29 20 2.15 14.0 14.0 0.00 100.2 0.0772 1.08 8.8 20 23 29.29 30.37 23 2.15 12.4 12.4 0.00 100.2 0.0772 0.96 8.8 23 24 30.37 31.33 24 2.15 4.4 16.6 0.00 100.2 0.0772 1.28 8.8 24 25 31.33 32.61 Fit= 12.2 1T 25 2.15 7.8 7.8 0.00 100.2 0.0772 0.60 8.8 25 26 32.61 33.21 26 2.15 3.2 3.2 0.00 100.2 0.0772 0.25 8.8 26 27 33.21 33.46 27 2.15 8.4 8.4 0.00 100.2 0.0772 0.65 8.8 27 28 33.46 34.11 ' ^IDWETS 09/30/96 4:25pm Sheet *m*, Sprinkler. Systems Design Sprinkler Systdms H*Iraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 28 2.15 1.0 13,2 0.00 100.2 0.0772 1.02 8.8 28 29 34.11 35.13 Fit= 12.2 1T 29 2.15 2.7 2.7 0.00 100.2 0.0772 0.21 8.8 29 30 35.13 35.33 30 2.15 7.7 7.7 0.00 100.2 0.0772 0.59 8.8 30 31 35.33 35.93 31 2.15 8.8 8.8 0.00 100.2 0.0772 0.68 8.8 31 32 35.93 36.61 32 2.15 8.5 20.7 0.00 100.2 0.0772 1.60 8.8 32 38 36.61 38.21 Fit= 12.2 1T 38 2.73 5.3 18.4 1.00 309.7 0.1959 3.60 17.0 38 88 38.21 42.24 Fit= 13.1 2VE 41 1.00 11.8 13.8 0.00 18.2 0.1380 1.90 7.4 41 42 12.24 14.14 Fit= 2.0 1PZE 42 1.23 0.5 0.5 0.00 37.6 0.1929 0.10 10.2 42 43 14.14 14.24 43 1.56 10.7 10.7 0.00 57.3 0.1320 1.41 9.6 43 44 14.24 15.65 44 1.56 15.5 15.5 0.00 79.0 0.2390 3.70 13.3 44 45 15.65 19.36 45 1.56 13.2 29.2 5.08 79.0 0.2390 6.98 13.3 45 14 19.36 28.54 Fit= 16.0 1PZT 2PZE 47 1.00 15.5 17.5 0.00 18.2 0.1380 2.41 7.4 47 48 11.13 13.55 Fit= 2.0 1PZE 48 1.23 11.1 11.1 0.00 37.5 0.1918 2.13 10.1 48 49 13.55 15.68 49 1.56 14.5 14.5 0.00 59.2 0.1402 2.03 9.9 49 50 15.68 17.71 50 1.56 13.2 29.2 5.08 59.2 0.1402 4.09 9.9 50 15 17.71 28.40 Fit= 16.0 1PZT 2PZE 51 1.00 18.1 20.1 0.00 18.2 0.1380 2.77 7.4 51 52 11.13 13.91 Fit= 2.0 1PZE 52 1.23 13.1 13.1 0.00 37.8 0.1942 2.54 10.2 52 53 13.91 16.45 53 1.56 14.7 14.7 0.00 59.1 0.1398 2.06 9.9 53 54 16.45 18.51 54 1.56 11.2 27.2 0.00 59.1 0.1398 3.80 9.9 54 17 18.51 27.99 Fit= 16.0 1PZT 2PZE 56 1.00 18.0 20.0 0.00 18.2 0.1380 2.76 7.4 56 57 11.13 13.89 Fit= 2.0 1PZE 57 1.23 13.1 13.1 0.00 37.6 0.1931 2.53 10.2 57 58 13.89 16.42 58 1..56 12.8 12.8 0.00 59.8 0.1430 1.83 10.0 58 59 16.42 18.25 59 1.56 13.1 29.1 5.08 59.8 0.1430 4.16 10.0 59 66 10.25 24.62 Fit= 16.0 1PZT 2PZE 61 1.00 13.5 15.5 0.00 18.2 0.1380 2.14 7.4 61 62 11.13 13.27 Fit= 2.0 1PZE TRIDWETS 09/30/96 4:26pm Sheet 10f i SprinklenSystems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 62 1.23 17.6 17.6 0.00 37.4 0.1905 3.35 10.1 62 63 13.27 16.63 63 1.56 13.1 13..1 0.00 37.4 0.0599 0.78 6.3 63 64 16.63 17.41 64 1.56 8.4 24.4 ,5.08 37.4 0.0599 1.46 6.3 64 65 17.41 21.07 Fit= 16.0 1PZT 2PZE 65 1.56 4.5 4.5 0.00 37.4 0.0599 0.27 6.3 65 66 21.07 24.62 66 1.56 1.0 9.0 0.00 100.0 0.3697 3.33 16.8 66 18 24.62 27.99 Fit= 8.0 1PZT 88 2.73 1.5 35.8 0.00 309.7 0.1959 7.01 17.0 88 98 42.24 49.25 Fit= 34.3 113V 1VT 2VE 98 2.73 24.5 31.0 0.00 309.7 0.1959 6.08 17.0 98 99 49.25 55.33 Fit= 6.5 1VE 99 2.73 4. 1 10.6 9.00 309.7 0. 1959 2.08 17.0 99 100 55.33 61.32 Fit= 6.5 1VE 100 2.735. 3 38.4 -5.67 309.7 0.1959 7.52 17.0 100 101 61.3' 66.38 Fit= 13.1 :AVE 101 2.73 44.3 50.8 0.00 309.7 0.1959 9.96 17.0 101 107 66.38 76.34 Fit= 6.5 1VE 107 2.73 9.7 40.8 13.42 309.7 0.1959 7.98 17.0 107 108 76.34 90.13 Fit= 31.1 1VT 1BV 108 4.33 1.5 30. 5 0.01 309.7 0.0208 0.63 6.8 108 109 90. 13 99.75 Fit= 29.0 1811 :AVE 109 5.86 113.0 178.2 7.33 459.7 0.0065 1.16 5.5 109 110 92.75 97.08 Fit= 65.2 UT3 1UE 1GV 1 10 8.27 100.0 136.0 17.00 959.7 0.0054 0.74 5.7 110 111 97.08 105.18 Fit= 36.0 1GV 1UT3 IDWETS 09/30/96 4:19om Sheet 11&9 Sorinkler"Systems Design Sprinkler System Wdraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (ppm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60(7.00)'^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.00 . 1PZT T 5;5 0.09430 PF 0.52 6.05 PT 7.3() 44 81 Jct K -factor for drop 1 = 14.8/(7.30)^.5 = 5.48 at Hyd Ref Pts 44 49 58 Drop 2 C = 120 A 18.2=5.60(10.59)^.5 F 2 18.2 1.00 1PZT T Drop 3 0.5 PT 10.59 2 5.0 PE -0.22 (EL= -0.50 ft) 5.5 0.13830 PF 0.76 7.44 PT 11.13 4 81 Jct K -factor for drop 2 = 18.2/(11.13)^.5 = 5.45 at Hyd Ref Pts 4 47 51 56 61 A 14.8=5.60(7.00)^.5 F 3 14.8 1.00 1PZT T 0.5 PT 7.00 3 5.0 PE -0.22 5.5 0.09430 PF 0.52 PT 7.30 5 K -factor for drop 3 = 14.8/(7.30)^.5 = 5.48 at Hyd Ref Pts 5 6 7 8 6.05 C = 120 (EL= -0.50 ft) 81 Jct Arm -over 4 C = 120 A 3.0 PT 11.13 4 DR2 18.2=5.45(11.13)^.5 F 5.0 PE 0.00 4 18.2 1.00 1PZT T 8.0 0.13797 PF 1.10 7.43 PT 12.24 41 81 Jet K -factor for arm -over 4 = 18.2/(12.24)^.5 = 5.20 Arm -over 5 C = 120 A 4.7 PT 7.30 5 DR3 14.8=5.48(7.30)^.5 F 5.0 PE 0.00 5 14.8 1.00 1PZT T 9.7 0.09411 PF 0.91 6.05 PT 8.21 42 81 Jct K-factor'^for arm -over 5 = 14.8/(8.21)^.5 = 5.16 ' T�IQWETS 09/30/96 4:20pm Sheet 1L/19 Sorinkler"SVstems Design Sprinkler SysteMs H;draulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) • Notes Arm -over 6 C = 120 A 3.0 PT 7.30 6 DR3 14.8=5.48(7.30).5 F 5.0 PE 0.00 6 14.8 1.00 ' 1PZT T 8^0 0.09411 PF 0.75 6.05 PT 8.05 43 Bl Jct . K -factor for arm -over 6 = 14.8/(8.05)^.5 = 5.21 at Hyd Ref Pts 43 57 Arm -over 7 C = 120 A 2.0 PT 7.30 7 DR3 14.8=5.48(7.30)^.5 F 5.0 PE 0.00 7 14.8 1.00 1PZT T 7.0 0.09411 PF 0.66 6.05 PT 7.96 48 Bl Jct K -factor for arm -over 7 = 14.8/(7.96)^.5 = 5.25 at Hyd Ref Pts 48 52 Arm -over 8 A 1.5 PT 7.30 14.8=5.48(7.30)^.5 F 5.0 PE 0.00 8 14.8 1.00 1PZT T 6.5 0.09411 PF 0.61 PT 7.91 K -factor for arm -over 8 = 14.8/(7.91)^.5 = 5.26 at Hyd Ref Pts 53 62 8 6.05 C = 120 81 Jct TRIDWETS 09/30/96 4:20pm SheetiM,' Sprinkler. Systems Design Sprinkler Systems Wdraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 11.8 PT 12.24 41 A04 18.2=5.20(12.24)^.5 F 2.0 PE 0.00 41 18.2 1.00 . 1PZE T 13.8 0.13797 PF 1.90 7.43 A 0.5'PT 14.14 42 A05 19.4=5.16(14.14)^.5 F 0.0 PE 0.00 42 37.6 1.23 ~ T 0.5 0.19289 PF 0.10 10.16 A 10.7 PT 14.24 43 A06 19.7=5.21(14.24)^.5 F 0.0 PE 0.00 43 57.3 1.56 T 10.7 0.13203 PF 1.41 9.62 A 15.5 PT 15.65 44 DR1 21.7=5.48(15.65)^.5 F 0.0 PE 0.00 44 79.0 1.56 T 15.5 0.23899 PF 3.70 13.25 A 13.2 PT 19.36 45 F 16.0 PE 2.20 (EL= 5.08 ft) 45 79.0 1.56 1PZT 2PZE T 29.2 0.23899 PF 6.98 13.25 PT 28.53 14 Cross main Jct K -factor for branchline no. 1 = 79.0/(28.53)^.5 = 14.79 Branchline No. 2 C = 120 A 15.5 PT 11.13 47 DR2 18.2=5.45(11.13)^.5 F 2.0 PE 0.00 47 18.2 1.00 1PZE T 17.5 0.13797 PF 2.41 7.43 A 11.1 PT 13.55 48 A07 19.3=5.25(13.55)^.5 F 0.0 PE 0.00 48 37.5 1.23 T 11.1 0.19184 PF 2.13 10.13 A 14.5 PT 15.68 49 DR1 21.7=5.48(15.68)^.5 F 0.0 PE 0.00 49 59.2 1.56 T 14.5 0.14023 PF 2.03 9.94 A 13.2 PT 17.71 50 F 16.0 PE 2.20 (EL= 5.08 ft) 50 59.2 1.56 1PZT 2PZE T 29.2 0.14023 PF 4.09 9.94 PT 24.01 15 Cross main Jct K -factor for branchline no. 2 = 59.2/(24.01)^.5 = 12.08 TRIDWETS 09/30/96 4:21pm Sprinkler. Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet "7/ ��/(= SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 3 C = 120 A 18.1 PT 11.13 51 DR2 18.2=5.45(11.13)^.5 F 2.0 PE 0.00 51 18.2 1.00 1PZE T 2011 0.13797 PF 2.77 7.43 A 13.1 PT 13.91 52 A07 19.6=5.25(13.91)^^.5 F 0.0 PE 0.00 52 37.8 1.23 T 13.1 0.19425 PF 2.54 10.20 A 14.7 PT 16.45 .53 AO8 21.3=5.26(16.45)^.5 ' F 0.0 PE 0.00 53 59.1 1.56 T 14.7 0.13982 PF 2.06 9.92 A 11.2 PT 18.51 54 F 16.0 PE 0.00 54 59.1 1.56 1PZT 2PZE T 27.2 0.13982 PF 3.80 9.92 PT 22.31 17 Cross main Jct K -factor for branchline no. 3 = 59.1/(22.31)^.5 = 12.51 Branchline No. 4 C = 120 A 18.0 PT 11.13 56 DR2 18.2=5.45(11.13)'`.5 F 2.0 PE 0.00 56 18.2 1.00 1PZE T 20.0 0.13797 PF 2.76 7.43 H 13.1 PT 13.89 57 AO6 19.4=5.21(13.89)^.5 F 0.0 PE 0.00 57 37.6 1.23 T 13.1 0.19306 PF 2.53 10.16 A 12.8 PT 16.42 58 DR1 22.2=5.48(16.42)^.5 F 0.0 PE 0.00 58 59.8 1.56 T 12.8 0.14304 PF 1.83 10.04 A 13.1 PT 18.25 59 F 16.0 PE 2.20 (EL= 5.08 ft) 59 59.8 1.56 1PLT 2PZE T 29.1 0.14304 PF 4.16 10.04 PT 24.62 66 Cross main Jct K -factor for branchlzne no. 4 = 59.8/(24.62).5 = 12.05 TRIDWETS 09/30/96 4:21pm Sheet 15/k Soriokler.Svstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 5 C = 120 A 13.5 PT 11.13 61 DR2 18.2=5.45(11.13)^.5 F 2.0 PE 0.00 61 18.2 1.00 1PZE T 15.5 0.13797 PF 2.14 7.43 � A 17.6 PT 13.27 62 AO8 19.2=5.26(13.27)^.5 F 0.0 PE 0.00 62 37.4 1.23 ^ T 17.6 0.19050 PF 3.35 10.09 A 13.1 PT 16.63 63 F 0.0 PE 0.00 63 37.4 1.56 T 13.1 0.05987 PF 0.78 6.27 A 8.4 PT 17.41 64 F 16.0 PE 2.20 (EL= 5.08 ft) 64 37.4 1.56 1PZT 2PZE T 24.4 0.05987 PF 1.46 6.27 A 4.5 PT 21.07 65 F 0.0 PE 0.00 65 37.4 1.56 T 4.5 0.05987 PF 0.27 6.27 PT 21.34 66 Cross main Jct K -factor for branchline no. 5 = 37.4/(21.34)^.5 = 8.10 • TRIDWETS 09/30/96 4:22pm Sheet 161(f: . /�^~ Sprinkler.Svstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (ppm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main A C = 120 K=20.15=12.05+8.10 A 1.0 PT 24.62 66 BL4 + BL5 100.0=20.15(24.62)^.5 F 8.0 PE 0.00 66 100.0 1.56 1PZT T 9,0 0.36973 PF 3.33 16.78 PT 27.94 18 Cross main Jct . K -factor for Cross main A = 100.0/(27.94)^.5 = 18.92 ~/ T -y// RIDWETS 09/30/96 4:22pm Sheet� / `� Sprinkler.Systems Design Sprinkler SysteMs HVbraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) A 7.8 PT 27.99 17 F 12.2 PE 0.00 17 0.2 2.15 1T T 20.0 0.00000 PF 0.00 0.01 A 4.4 PT 27.99 18 100.1=18.92(27.99)^.5 F 0.0 PE 0.00 18 100.2 2.15 ^ T 4.4 0.07720 PF 0.34 8.82 A 12.4 PT 28.33 19 F 0.0 PE 0.00 19 100.2 2.15 T 12.4 0.07720 PF 0.96 8.82 A 14.0 PT 29.29 20 F 0.0 PE 0.00 20 100.2 2.15 T 14.0 0.07720 PF 1.08 8.82 A 12.4 PT 30.37 23 F 0.0 PE 0.00 23 100.2 2.15 T 12.4 0.07720 PF 0.96 8.82 A 4.4 PT 31.33 24 F 12.2 PE 0.00 24 100.2 2.15 1T T 16.6 0.07720 PF 1.28 8.82 H 7.8 PT 32.61 25 F 0.0 PE 0.00 25 100.2 2.15 T 7.8 0.07720 PF 0.60 8.82 A 3.2 PT 33.21 26 F 0.0 PE 0.00 26 100.2 2.15 T 3.2 0.07720 PF 0.25 8.82 A 8.4 PT 33.*6 27 F 0.0 PE 0.00 27 100.2 2.15 T 8.4 0.07720 PF 0.65 8.82 A 1.0 PT 34.l1 28 F 12.2 PE 0.00 28 100.2 2.15 1T T 13.2 0.07720 PF 1.02 8.82 A 2.7 PT 35.13 29 F 0.0 PE 0.00 29 100.2 2.15 T 2.7 0.07720 PF 0.21 8.82 H 7.7 PT 35.33 30 F 0.0 PE 0.00 30 100.2 2.15 T 7.7 0.07720 PF 0.59 8.82 H 8.8 PT 35.93 31 F 0.0 PE 0.00 31 l00.2 2.15 T 8.8 0.07720 PF 0.68 8.82 A 8.5 PT 36.61 32 ` F 72.2 PE 0.00 32 100.2 2.15 if T 20.7 0.07720 PF 1.60 8.82 PT 38.21 38 Notes Split Point CM A Loop Jct • T'IDWETS 09/30/96 4:22pm SheetiC\, Sprinkler. Systems Design Sprinkler Systebs Wdraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Counter -Clockwise (K -Factor @ split=12.51 from BL3) C = 120 A 3.2 PT 27.99 17 Split Point F 0.0 PE 0.00 16 66.1 2.15 T 3.2 0.03568 PF 0.11 5.81 A 8.4 PT 28.10 16 . F 0.0 PE 0.00 15 66.1 2.15 T 8.4 0.03568 PF 0.30 5.81 A 1.1 PT 28.40 15 BL2 64.4=12.08(28.40)^.5 F 0.0 PE 0.00 14 130.5 2.15 T 1.1 0.12568 PF 0.14 11.48 A 2.7 PT 28.54 14 BL1 79.0=14.79(28.54)^.5 F 12.2 PE 0.00 13 209.5 2.15 1T T 14.9 0.30183 PF 4.50 18.44 A 7.5 PT 33.05 13 F 0.0 PE 0.00 12 209.5 2.15 T 7.5 0.30183 PF 2.26 18.44 H 8.6 PT 35.31 12 F 0.0 PE 0.00 11 209.5 2.15 T 8.6 0.30183 PF 2.60 18.44 A 1.0 PT 37.91 11 F 0.0 PE 0.00 10 209.5 2.15 T 1.0 0.30183 PF 0.30 18.44 PT 38.21 38 Loop Jct (Balance Accuracy = 38.21 - 38.21 = 0.00) Sprimkler Systems Design Sprinkler Systefis HVdraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR RESIDENCES AND STORAGE RA # 1 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ==== A 5.3 PT 38.21 38 Loop Jct 309.7=50.10(38.21)^.5 F 13.1 PE 0.43 (EL= 1.00 ft) 38 309.7 2.73 2VE T 18.4 0.19589 PF 3.60 16.96 A 1.5 PT 42.24 88 F 34.3 PE 0.00 88 309.7 2.73 11.V 1VT T 35.8 0.19589 PF 7.01 16.96 2VE A 24.5 PT 49.25 98 F 6.5 PE 0.00 98 309.7 2.73 1VE T 31.0 0.19589 PF 6.08 16.96 A 4.1 PT 55.33 99 F 6.5 PE 3.90 (EL= 9.00 ft) 99 309.7 2.73 1VE T 10.6 0.19589 PF 2.08 16.96 A 25.3 PT 61.32 100 F 13.1 PE -2.46 (EL= -5.67 ft) 100 309.7 2.73 2VE T 38.4 0.19589 PF 7.52 16.96 A 44.3 PT 66.38 101 F 6.5 PE 0.00 101 309.7 2.73 1VE T 50.8 0.19589 PF 9.96 16.95 A 9.7 PT 76.34 107 F 31.1 PE 5.81 (EL= 13.42 ft) 107 309.7 2.73 1V7 1BV T 40.8 0.19589 PE 7.98 16.96 PT 90.13 108 Top of Riser Riser C = 120 ===== A 1.5 PT 90.13 108 Too of Riser F 29.0 PE 0.00 (EL= 0.01 ft) 108 309.7 +.33 18l1 3VE T 30.5 0.02081 PF 2.61 6.75 1811 = 1.98# PT 92.75 109 B.O.R. Under ground ------------ H 113.0 PT 92.75 109 150.0 ppm = |/pse F 65.2 PE 3.17 109 459./ 5.Of3 2LiT3 1UE r 1/8.2 0.00654 PF 1.16 iGV PT 97.08 110 Under ground - A 100.0 PT 97.08 110 500.S oom = hose F 36.0 PE 7.36 110 959.7 8.27 IGV 1UT3 T 136.0 0.00541 PF 0.74 PT 105.18 111 . = C=150 B.O.R. (EL= 7.33 ft) C = 140 B.O.R. (EL= 17.00 ft) Supply Jct Available flow at .135.1U psi is 231/.6 ppm which is 1357.9 ppm from curve. Suoolv '�ressi_:.re available with 959.7 qpm flowing is 115.49 osi, thus system requirement is 10.31 psi below supply curve. (8.9%) Sprinkler Systems Design Date 09/30/96 Job: TRIDWETL PROJECT INFORMATION Job SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LOBBY AND RECREATION AREA RA # 2 57th AVENUE SOUTH AND MACADAM, TUKWILf4, WA. -----� Occupancy QRD.HAZ./LQBBY AND RECREATION Density 0.15 gpm/sq.ft. Area of Operation 1500 square feet Area per Sprinkler _ _ _ 130 SF MAX. P/SPKR. Number of Sprinklers Calculated: 18 heads Authority having Jurisdiction_ NFPA-13 Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ Wet Water Supply 118.00 psi Static, 115.00 psi Residual @ 1057.0 gpm Sprinklers _ CENTRAL MOD.GB 1/2 RECESSED PENDENT CALCULATION SUMMARY Demand _ 82.30 psi @ 348.7 gpm @ B.O.R. 94.98 psi @ 998.7 gpm @ Supply 115.30 psi available @ 998.7 qpm Demand is below curve by 20.32 psi Notes: PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069. Glacier, WA 98244-5069 (800) 334-6263 Ir'iUWCC1L 7/OUf'b 4+:.:/pm (Wd9) Mo t3 co ea ea Pressure CPS I3 CD •trneet u111 r r CO CO Static_ = 118.00 psi , Residual = 115.00 psi at a flow of 1057.0 gpm. Demand at BOR = 82.30 psi with 345.7 qpm flowing. System demand = 94.98 psi with 998.7 qpm flowing. Pressure available = 115.30 psi when 998.7 qpm is flowing. Demand is below curve by 20.32 psi. t:17.67.j R;l!cf 1Vent' { L{dvus 58' T N) Sprinkler Systems Design Description of Fitting abbreviations Code Description Sheet f5/11- Tee /1•- Tee VT Victaulic tee VE Victaulic ninety degree elbow PZT Roz -Lok Tee Bil Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. BV Butterfly valve GV Gate valve . UE Underground ASCA ninety degree elbow UT3 Underground.ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure lass due to elevation changes PF Pressure loss due to friction . 5 Rai sed to the power of .5 :Square Root) ) A Actual pipe length F Fittinq equivalent pipe length T Total pipe length TRIDWETL 09/30/96 4:31pm Sheet 1/1Z Sprihkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LOBBY AND RECREATION AREA RA #* 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 2 3 9 10 11 12 13 14 15 16 17 18 19 20 24 26 27pp 29 30 31 38 70 71 72 76 77 78 88 98 99 100 101 107 108 109 110 DR1 DR2 DR3 A09 CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL CMDL BU1 BL6 BL6 BLE BL7 BL7 BL7 BU1 BU1 BU1 BU1 BU1 BU1 P1 1 UG 1 UG2 1.000 0.5 5.6 1.000 0.5 5.6 1.000 0.5 5.6 1.000 2.0 DR2 2.154 1.0 2.154 8.6 DR1 2.154 7.5 DR4 2.154 2.7 DR1 2.154 1.1 BL6 2.154 8.4 2.154 3.2 BL7 2.154 7.8 2.154 4.4 2.154 12.4 DR3 2.154 14.0 A09 2.154 12.4 A09 2.154 4.4 DR3 2.154 7.8 2.154 3.2 2.154 8.4 BL7 2.154 1.0 2.154 2.7 BL6 2.154 7.7 DP1 2.154 8.8 DP1 2.154 8.5 DP1 2.731 5.3 CMDL 1.000 16.0 DPI 1.000 1.0 1.000 5.6 1.000 8.6 DR1 1.000 7.6 DR i 1.230 2.7 DP1 2.731 1.5 2.731 2.731 4.1 2.731 25.3 2.731 44.3 2.731 '.7 4.328 1.5 BUJ. 5. 8b0 113.0 P11 8.27u 7u 100.0 UG 1 7.00 -0.50 9.10 -0.50 12.13 -0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0)0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 c).0C) 0.00 0.00 0.00 c.).0)C ) 0.00 0.00 0.00 0.00 0.00 0.00 u.00 c_).i_)c) 0.00 ().00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 c).0c) 0.010 0.00 0.00 0.00 4.17 0.00 0.00 0.00 0.0t) 0.00 11.08 0.00 0.01 0. 00 7.33 0.00 17.00 0.0 0.0 0.0 0.0 0.0 X1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i_).<) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 tl .1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.0 500.0 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 150 140 32 32 32 32 32 32 32 3 1T 32 32 32 32 1T 32 32 3':: 32 1T 32 •I. 3' 1T Ji 1PZT 1PZT 1PZT 1PZT 3- 3'2 1T 3 2VE JL 1PZT 32 J' 1PZT Ji J2 1PZT 32 1 GV. 1 VT Jt 1VE 32 1VE 32 2VE 32 1VE 32 1VT,1BV 32 1B11.3VE 3' UT3.1UE.16V 32 1GV,1UT3 TRIDWETL 09/30/96 4:34pm Sheet qt1 Spri6kler Systems Design Sprinkler Systems Hydraulic Flaw Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LOBBY AND RECREATION AREA RA # 2 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Node Detail Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 1 14.8 7.00 Orif= 5.60 40.09 2 16.9 9.10 Orif= 5.60. 40.09 3 19.5 12.13 Orif= 5.60 40.09 9 16.9 9.55 K= 5.47 DR2 40.59 11 24.5 20.01 K= 5.48 DR1 40.59 12 23.4 18.25 K= 5.48 DR1 40.59 13 22.6 17.09 K= 5.48 DR1 40.59 14 - 15.38 40.59 15 - 15.29 40.59 16 - 14.57 40.59 17 - 14.49 40.59 18 - 13.96 40.59 190.3 13.85 K= 5.46 DR3 20 19.4 13.71 K= 5.24 A09 40.59 23 19.4 13.67 K= 5.24 A09 40.59 24 20." 13.67 K= 5.46 DR3 40.59 5 - 13.76 40.59 26 - 13.80 40.59 27 - 13.81 40.59 28 - 14.16 40.59 29 - 14.71 40.59 30 21.1 14.88 L= 5.48 DP1 40.59 31 21.6 15.59 i:•.= 5.48 DP 1 40.59 32 22.4 16.72 V= 5.48 DP.1 40.59 38 - 20.8 40.59 70 14.8 7.30 -.= 5.40 DR1 40.59 71 - 9.28 40.59 72 - 9.37 40.59 76 14.8 7.30 1<= 5.48 DR1 40.59 77 15.6 8.11 k•.= 5.48 DRR'1 40.59 78 18.0 10.82 [=, 5.48 DR1 40.59 88 - 25.19 39.59 98 - 30.74 39.59 99 - 38.31 39.59 100 - 42.71 35.49 101 - 52.07 35.4 107 - 64.48 35.49 108 - 79.22 24.34 109 150.0 82.30 Hose P114. 3J 110 500.0 86.83 Hose U131 17.00 1 1 1 - 94.98 0.00 TRIDWETL 09/30/96 4:35pm Sheet ���� ,l SpriMkl Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LOBBY AND RECREATION AREA RA # 2 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Eric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (8om)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 1 1.00 0.5 5~5 -0.50 14.8 0.0943 0.52 6.1 1 70 7.00 7.30 Fit= 5.0 1PZT 2 1.00 0.5 5~5 -0.50 16.9 0.1202 0.66 6.9 2 9 9.10 9.55 Fit= 5.0 1PZT 3 1.00 0.5 5.5 r0.50 19.5 0.1568 0.86 8.0 3 19 12.13 13.85 Fit= 5.0 1PZT 9 1.00 2.0 7.0 0.00 16.9 0.1203 0.84 6.9 9 20 9.55 13.71 Fit= 5.0 1PZT 10 2.15 1.0 1.0 0.00 194.3 0.2628 0.26 17.1 38 11 20.28 20.01 11 2.15 8.6 8.6 0.00 169.8 0.2048 1.76 15.0 11 12 20.01 18.25 12 2.15 7.5 7.5 0.00 146.4 0.1557 1.17 12.9 12 13 18.25 17.09 13 2.15 2.7 14.3 0.00 123.8 0.1141 1.70 10.9 13 14 17.09 15.38 Fit= 12.2 1T 14 2.15 1.1 1.1 0.00 105.8 0.0853 0.09 9.3 14 15 15.38 15.29 15 2.15 8.4 8.4 0.00 105.8 0.0853 0.72 9.3 15 16 15.29 14.57 16 2.15 3.2 3.2 0.00 56.0 0.0263 0.08 4.9 16 17 14.57 14.49 17 2.15 7.8 20.0 0.00 56.0 0.0263 0.53 4.9 17 18 14.49 13.96 Fit= 12.2 1T 18 2.15 4.4 4.4 0.00 56.0 0.0263 0.12 4.9 18 19 13.96 13.85 19 2.15 12.4 12.4 0.00 35.7 0.0115 0.14 3.1 19 20 13.85 13.71 20 2.15 14.0 14.0 0.00 16.3 0.0027 0.04 1.4 20 23 13.71 13.67 23 2.15 12.4 12.4 0.00 3.1 0.0001 0.00 0.3 23 24 13.67 13.67 24 2.15 4.4 16.6 0.00 23.2 0.0052 0.09 2.0 24 25 13.67 13.76 Fit= 12.2 1T 25 2.15 7.0 7.8 0.00 23.2 0.0052 0.04 2.0 25 26 13.76 13.80 26 2.15 3.2 3.2 0.00 23.2 0.0052 0.02 2.0 26 27 13.80 13.81 27 2.15 8.4 8.4 0.00 71.7 0.0415 0.35 6.3 27 28 13.81 14.16 28 2.15 1.0 13.2 0.00 71.7 0.0415 0.55 6.3 28 29 14.16 14.71 Fzt= 12.2 l[ 29 2.15 2.7 2.7 0.00 89.3 0.0623 0.17 7.9 29 30 14.71 14.88 30 2.15 7.7 7.7 0.00 110.4 0.0923 0.71 9.7 30 31 14.88 15.59 31 2.15 8.0 8.8 0.00 132.0 0.1285 1.13 11.6 31 32 15.59 16.72 TRIDWETL 09/30/96 4:35pm Sheet7/It • Sprinkler. Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LORRY AND RECREATION AREA RA # 2 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 32 2.15 8.5 20.7 0.00 154.4 0.1717 3.56 13.6 32 38 16.72 20.28 Fit= 12.2 1T 38 2.73 5.3 18..4 1.00 348.7 0.2440 4.48 19.1 28 88 20.28 25.19 Fit= 13.1 2VE 70 1.00 16.0 21.0 0.00 14.8 0.0941 1.98 6.0 70 71 7.30 9.28 Fit= 5.0 1PZT 71 1.00 1.0 1.0 0.00 14.8 0.0941 0.09 6.0 71 72 9.28 9.37 72 1.00 5.6 10.6 0.00 14.8 0.0941 1.00 6.0 72 14 9.37 15.38 Fit= 5.0 1PZT 76 1.00 8.6 8.6 0.00 14.8 0.0941 0.81 6.0 76 77 7.30 8.11 77 1.00 7.6 7.6 0.00 30.4 0.3564 2.71 12.4 77 78 8.11 10.82 78 1.23 2.7 9.7 0.00 48.4 0.3076 2.98 13.1 78 16 10.82 14.57 Fit= 7.0 1PZT 88 2.73 1.5 22. 7 0.00 348.7 0.2440 5.55 19.1 88 98 25.19 30.74 Fit= 21.2 1GV 1VT 98 2.73 24.5 31.0 0.00 348.7 0.2440 7.57 19.1 98 99 30.74 38.31 Fit= 6.5 1VE 99 2.73 4.1 10.6 4.1/ 348.7 0.2440 2.60 19.1 99 100 38.31 42.71 Fit= 6.5 1VE 100 2.73 25.3 38.4 0.00 348.7 0.2440 9.36 19.1 100 101 42.71 52.07 Fit= 13.1 2VE 101 2.73 44.3 50.8 0.00 348.7 0.2440 12.40 19.1 101 107 52.07 64.48 Fit= 6.5 1VE 107 ?.73 9.7 40.3 11.08 348.7 0.2440 9.94 19.1 107 108 64.48 79.22 Fit= 31.1 1VT 1BV 108 4.33 1.5 30.5 0.01 348.7 0.0259 0.79 7.6 108 109 79.22 82.30 Fit= 29.0 1811 3VE 109 5.86 113.0 178.2 7.33 498.7 0.0076 1.35 5.9 109 110 82.30 86.83 Fit= 65.2 2UT3 1UE 1GV 110 8.'27 - 100.0 136. 0 17.00 990.7 0.0058 0.79 6.0 110 111 86.83 94.98 Fit= 36.0 1GV 1UT3 TRIDWETL 09/30/96 4:32pm Sheet EV y/I_ Sprihkler S'ystems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LOBBY AND RECREATION AREA RA # 2 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60(7.00)^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.00 ' 1PZT T 5.5 0.09430 PF 0.52 6.05 PT 7.30 70 81 Jct Drop 2 K -factor for drop 1 = 14.8/(7.30)^.5 = 5.48 at Hyd Ref Pts 70 76 77 78 11 12 13 30 31 32 C = 120 A 0.5 PT 9.10 2 16.9=5.60(9.10)^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 16.9 1.00 1PZT T 5.5 0.12020 PF 0.66 6.90 PT 9.54 9 Bl Jct K -factor for drop 2 = 16.9/(9.54)".5 = 5.47 Drop 3 C = 120 A 0.5 PT 12.13 3 19.5=5.60(12.13)^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 3 19.5 1.00 1PZT T 5.5 0.15681 PF 0.86 7.97 PT 12.78 19 81 Jct K -factor for drop 3 = 19.5/(12.78)^.5 = 5.46 at Hyd Ref Pts 19 24 Arm -over 9 C = 120 A 2.0 PT 9.55 9 DR2 16.9=5.47(9.55)^.5 F 5.0 PE 0,00 9 16.9 1.00 1PZT T 7.0 0.12030 PF 0.84 6.90 PT 10.39 20 81 Jct K -factor for arm -over 9 = 16.9/(10.39)^.5 = 5.24 at Hyd Ref Pts 20 23 ' TRIDWETL 09/30/96 4:32pm Sheet Vn' Sprihklei:' Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LOBBY AND RECREATION AREA RA # 2 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 6 C = 120 A 16.0 PT 7.30 70 DR1 14.8=5.48(7.30)^.5 F 5.0 PE 0.00 70 14.8 1.00 ' 1PZT T 21:0 0.09411 PF 1.98 6.05 A 1.0 PT 9.28 71 ^ F 0.0 PE 0.00 .71 14.8 1.00 T 1.0 0.09411 PF 0.09 6.05 / A 5.6 PT 9.37 72 F 5.0 PE 0.00 72 14.8 1.00 1PZT T 10.6 0.09411 PF 1.00 6.05 PT 10.37 14 Cross main Jct K -factor for branchline no. 6 = 14.8/(10.37)^.5 = 4.60 at Hyd Ref Pts 14 29 Branchline No. 7 C = 120 A 8.6 PT 7.30 76 DR1 14.8=5.48(7.30)^.5 F 0.0 PE 0.00 ~'`^ 76 14.8 1.00 T 8.6 0.09411 PF 0.81 6.05 A 7.6 PT 8.11 77 DR1 15.6=5.48(8.11)^.5 F 0.0 PE 0.00 77 30.4 1.00 T 7.6 0.35639 PF 2.71 12.42 A 2.7 PT 10.82 78 DR1 18.0=5.4B(10.82)^.5 F 7.0 PE 0.00 78 48.4 1.23 1PZT T 9.7 0.30761 PF 2.98 13.07 PT 13.80 16 Cross main Jct K -factor for branch1ine no. 7 = 48.4/(13.80)^.5 = 13.03 at Hyd Ref Pts 16 27 TRIDWETL 09/30/96 4:32pm Sheet to/I1 Sorinkler'Svstems Design . Sprinkler SysteMs HYdraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LOBBY AND RECREATION AREA RA # 2 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) • Clockwise (Beginning pressure increased due to Hvd Ref Pt 27) A 12.4 PT 13.67 23 F 0.0 PE 0.00 23 3.1 2.15 T 12.4 0.00012 PF 0.00 0.27 A 4.4 PT 13.67 24 20.2=5.46(13.67)^..5 F 12.2 PE 0.00 24 23.2 2.15 1T T 16.6 0.00517 PF 0.09 2.05 A 7.8 PT 13.75 25 F 0.0 PE 0.00 25 23.2 2.15 T 7.8 0.00517 PF 0.04 2.05 A 3.2 PT 13.80 26 F 0.0 PE 0.00 26 23.2 2.15 T 3.2 0.00517 PF 0.02 2.05 A 8.4 PT 13.81 27 48.4=13.03(13.81)^.5 F 0.0 PE 0.00 27 71.7 2.15 T 8.4 0.04148 PF 0.35 6.31 A 1.0 PT 14.16 28 F 12.2 PE 0.00 28 71.7 2.15 1T T 13.2 0.04148 PF 0.55 6.31 A 2.7 PT 14.71 29 17.6=4.60(14.71)^.5 F 0.0 PE 0.00 29 89.3 2.15 T 2.7 0.06232 PF 0.17 7.86 A 7.7 PT 14.88 30 21.1=5.48(14.88)^.5 F 0.0 PE 0.00 30 110.4 2.15 T 7.7 0.09231 PF 0.71 9.72 A 8.8 PT 15.59 31 21.6=5.48(15.59)^.5 F 0.0 PE 0.00 31 132.0 2.15 T 8.8 0.12851 PF 1.13 11.62 A 8.5 PT 16.72 32 22.*=5.48(16.72)^.5 F 12.2 PE 0.00 32 154.4 2.15 1T T 20.7 0.17173 PF 3.56 13.60 PT 20.28 38 Notes C = 120 Split Point BL7 BLS DR1 DR1 DR1 Loop Jct TRIDWETL 09/30/96 4:33pm Sheet Nil_ l~ • Sori'klsoe -',stems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LOBBY AND RECREATION AREA RA it 2 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Counter -Clockwise (K -Factor @ split=5.24 from A09) C = 120 A 14.0 PT 13.67 23 Split Point F 0.0 PE 0.00 20 16.3 2.15 T 14;0 0.00269 PF 0.04 1.44 A 12.4 PT 13.71 20 A09 19.4=5.24(13.71)^.5 F 0.0 PE 0.00 19 35.7 2.15 T 12.4 0.01145 PF 0.14 3.15 ' A 4.4 PT 13.85 19 DR3 20.3=5.46(13.85)^.5 F 0.0 PE 0.00 18 56.0 2.15 T 4.4 0.02632 PF 0.12 4.93 A 7.8 PT 13.96 18 F 12.2 PE 0.00 17 56.0 2.15 1T T 20.0 0.02632 PF 0.53 4.93 A 3.2 PT 14.49 17 F 0.0 PE 0.00 16 56.0 2.15 T 3.2 0.02632 PF 0.08 4.93 A 8.4 PT 14.57 16 BL7 49.7=13.03(14.57)^.5 F 0.0 PE 0.00 15 105.8 2.15 T 8.4 0.08527 PF 0.72 9.31 A 1.1 PT 15.29 15 F 0.0 PE 0.00 14 105.8 2.15 T 1.1 0.08527 PF 0.09 9.31 A 2.7 PT 15.38 14 BL6 18.0=4.60(15.38)^.5 F 12.2 PE 0.00 13 123.8 2.15 1T T 14.9 0.11408 PF 1.70 10.90 A 7.5 PT 17.09 13 DR1 22.6=5.48(17.09)^.5 F 0.0 PE 0.00 12 146.4 2.15 T 7.5 0.15566 PF 1.17 12.89 A 8.6 PT 18.25 12 DR1 23.4=5.48(18.25)^.5 F 0.0 PE 0.00 11 169.8 2.15 T 8.6 0.20477 PF 1.76 14.95 A 1.0 PT 20.01 11 DR1 24.5=5.48(20.01)^.5 F 0.0 PE 0.00 10 194.3 2.15 T 1.0 0.26276 PE 0.26 17.11 PT 20.28 38 Loop Jct (Balance Accuracy = 20.28 - 20.28 = 0.00) Gprimkler'Eystems Design Sprinkler SVstdms H'draulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 1st FLOOR LOBBY AND RECREATION AREA RA # 2 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (ppm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Balk ==== A 5.3 PT 20.28 38 348.7=77.44(20.28)^.5 F 13.1 PE 0.43 38 348.7 2.73 . 2VE T 18.4 0.24395 PF 4.48 A 1.5 PT 25.19 88 , F 21.2 PE 0.00 88 - - - 2.73 348.7 1GV 1VT T 22.7 0.24395 PF 5.55 19.10 A 24.5 PT 30.74 98 F 6.5 PE 0.00 98 348.7 2.73 1VE T 31.0 0.24395 PF 7.57 19.10 A 4.1 PT 38.31 99 F 6.5 PE 1.81 99 348.7 2.73 1VE T 10.6 0.24395 PF 2.60 19.10 A 25.3 PT 42.71 100 F 13.1 PE 0.00 100 348.7 2.73 2VE T 38.4 0.24395 PF 9.36 19.10 A 44.3 PT 52.07 101 F 6.5 PE 0.00 101 348.7 2.73 1VE T 50.8 0.24395 PF 12.40 19.10 A 9.7 PT 64.48 107 F 31.1 PE 4.80 107 348.7 2.73 1VT 18V T 40.8 0.24395 PF 9.94 PT 79.21 108 Notes C = 120 Loop Jct (EL= 1.00 ft) 19.10 (EL= 4.17 ft) (EL= 11.08 ft) 19.10 Top of Riser Riser C = 120 H 1.5 PT 79.22 108 Top of Riser F 29.0 PE 0.00 (EL= 0.01 ft) 108 348.7 4.33 1811 3VE T 30.5 0.02591 PF 3.08 7.60 1811 = 2.29# PT 82.30 109 B.O.R. Under ground A 113.0 PT 82.30 109 150.0 qpm = Hose F 65.2 PE 3.17 109 498.7 5.86 2UT3 lUE T 178.2 0.00760 PF 1.35 13V PT 86.83 110 Under wound --- A 100.0 PT 86.83 110 500.0 qpm = Mose F 36.0 PE 7.36 110 998.7 8.27 16V 1U[3 T 136.0 0.00583 PF 0.79 PT 94.98 111 C = 150 B.O.R. (EL= 7.33 ft) 5.93 C = 140 B.O.R. (EL= 17.00 ft) 5.97 Supply Jct Available flow at 94.98 psi is 3180.1 qpm which is 2181.4 qpm from curve. Supply pressure available with 9'38.7 qpm flowing is 115.30 psi, thus system requirement is 20.32 psz below supply curve. (17.6%) Sprinkler Systems Design 01-4 D-ci-4 s� PROJECT INFORMATION 1' Job SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Occupancy_ Density_ Area of Operation__ ._. Area per Sprinkler �c5:4c_42,5 LIGHT HAZARD/R:ESIDENCES' 0.10 qpm/sq.ft. 1500 square feet 225 SF MAX P'/SFRINk::LER Number of Sprinklers Calculated: 15 heads Authority having Jurisdiction_ NEPA-13 Hose _ _.. .._ 150.0 qpm Inside Hose, 500.0 qpm Outside Hose System type_ Wet Water Supply _. 118.00 psi Static, 115.00 psi Residual @ 1057.0 qpm Sprinklers _ CENTRAL MOD.GB 1/2&3/8 RREI= ESSED PENDENT Demand Notes: CALCULATION SUMMARY '34 psi @ 225.6 qpm @ D.O. R. 10.5.59 psi @ 875.6 ppm @ Supply 115.88 oci available @ 875.6 qpm Demand is below curve by 10.29 psi PROGRAM: P- /C" __ a2 - by Micro Space pace ryStefs F.U. Box 5069, Glacier, WA 93244-5 (6' •f TFZSDWLIJ QV/JO/'Jb =}::,lpm (14d9) no LI m at pm L's) 3 ��V+ i 3 3 y3 V M� W 3 m VI 3 3 3 8 y3 V W 3 3 3 fr Pressure CPSI? brieet Zii€ I-• Static = 118.00 psi. Residual = 115.100 psi at a flaw c'f 1057.0 qpm. Demand at 130F: = 93.64 psi with 225.6 qpm flowing. System demand = 105.59 psi with 875.6 ppm flowing. Pressure available = 115.88 psi when 875.6 qpm is flowing. Demand is below curve by 10.29 psi. c:8.97.? 151111gV1rend JaVeM N) an,411D t q(dv.Ah S8' T Sheet .50 Sprinkler Systems Design Description of Fitting abbreviations Code Description VT Victaulic tee VE Victaulic ninety degree elbow PZE Poz-Lok Elbow PZT Poz-Lok Tee B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. BV Butterfly valve GV Gate valve , UE Underground ASCA ninety degree elbow UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length ' TRIDWET3 09/30/96 4:54pm Sheet lfro, Bpr1nklqr Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Raw data previous to any calculations No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.000 0.5 5.6 7.00 -0.50 0.0 120 32 1PZT 2 DR2 1.000 0.5 5.6 7.46 -0.50 0.0 120 32 1PZT 3 DR3 1.000 0.5 2.7 7.00 -0.50 0.0 120 32 1PZT 4 A04 1.000 1.5 DR2 7.00 0.00 0.0 120 32 1PZT 5 AO5 1.000 2.0 DR3 7.00 0.00 0.0 120 32 1PZT 6 A06 1.000 2.5 DR1 0.00 0.00 0.0 120 32 1PZT 7 DR4 1.000 0.5 2.7 10.34 -0.50 0.0 120 32 1PZT 10 CMCL 1.560 26.7 0.00 0.00 0.0 120 32 15 CMCL 1.560 4.0 0.00 0.00 0.0 120 32 16 CMCL 1.560 6.0 BL1 0.00 0.00 0.0 120 32 17 CMCL 1.560 4.0 0.00 0.00 0.0 120 32 18 CMCL 1.560 7.5 BL3 0.00 0.00 0.0 120 32 19 CMCL 1.560 4.0 0.00 0.00 0.0 120 32 20 CMCL 1.560 4.5 BLS 0.00 0.00 0.0 120 32 1PZT 21 CMCL 1.560 4.7 BL6 0.00 0.00 0.0 120 32 22 CMCL 1.560 12.8 0.00 0.00 0.0 120 32 23 CMCL 1.560 31.5 0.00 0.00 0.0 120 32 1PZT 26 CMCL 1.560 30.0 0.00 0.00 0.0 120 32 1PZE 32 CMCL 1.560 22.5 0.00 0.00 0.0 120 32 1PZT 38 BU1 2.731 5.8 CMCL 0.00 1.33 0.0 120 32 2VE 41 BL1 1.000 6.9 DR1 0.00 0.00 0.0 120 32 43 BL1 1.230 8.5 DR1 0.00 0.00 0.0 120 32 44 BL1 1.230 11.2 A06 0.00 0.00 0.0 120 32 46 BL1 1.230 15.5 0.00 0.00 0.0 120 32 49 BL1 1.560 12.1 0.00 4.67 0.0 120 32 51 BL3 1.000 7.0 DR1 0.00 0.00 0.0 120 32 52 BL3 1.230 7.5 DR1 0.00 0.00 0.0 120 32 54 BL3 1.230 11.0 DR4 0.00 0.00 0.0 120 32 56 BL3 1.560 14.5 DR1 0.00 0.00 0.0 120 32 59 BL3 1.560 12.10.00 4.67 0.0 120 32 1PZT,2PZE 61 8L5 1.000 9.5 A04 0.00 0.00 0.0 120 32 62 BL5 1.230 3.9 DR3 0.00 0.00 0.0 120 32 64 BL5 1.230 2.0 A05 0.00 0.00 0.0 120 32 65 BL5 1.560 11.2 DR3 0.00 0.00 0.0 120 32 67 BL5 1.560 14.7 DR1 0.00 0.00 0.0 120 32 69 BL5 1.560 10.1 0.00 4.67 0.0 120 32 1PZT,2PZE 71 BL6 1.000 13.6 DR2 0.00 0.00 0.0 120 32 73 BLE 1.230 13.1 DR1 0.00 0.00 0.0 120 32 75 BL6 1.230 12.8 DR1 0.00 0.00 0.0 120 32 79 BL6 1.56o 12.0 0.00 4.67 0.0 120 32 1PZT,2PZE 90 BU1 2.73f 1.5 0.00 1.33 0.0 120 32 11.1V,1VT 94 BU1 2.731 9.3 0.00 9.33 0.0 120 32 95 BU1 2.731 12.0 0.00 1.09 0.0 120 32 2VE 96 BU1, 2.731 9.7 0.00 0.75 0.0 120 32 1VE 97 BU1 2.731 0.0 0.00 0.00 0.0 120 32 1VT 98 B 1 2.731 24.5 0.00 0.00 0.0 120 32 1VE 99 801 2.731 4.1 0.00 4.17 0.0 120 32 1VE 100 BU1 2.731 25.3 0.00 0.00 0.0 120 32 2VE ' TRIDWET3 09/30/96 4:55pm Sheet -��� 11F) No. Code 101 BUl 107 BQ1 108 R%1 109 UG1 110 UG2 Sprinkler Systems, Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Raw data previous to any calculations Diam Length Kfacl Kfac2 Press 2.731 2.731 4.328 5.860 8.270 44.3 9.7 1.5 BU1 113. RI1 100.0 UG1 Elev, Hose HW Vel Fittings 0.00 0.00 0.00 11.08 0.00 0.01 0.00 7.33 0.00 17.00 0.0 120 32 1VE 0.0 120 32 1VT,1BV 0.0 120 32 1B11,3VE 150.0 150 32 2UT3,1UE,1GV 500.0 140 32 1GV,1UT3 TRIDWET3 09/30/96 4:59pm Sheet cvm Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Node Detail Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 1 14.8 7.00 Orif= 5.60 57.59 2 15.3 7.46 Orif= 5.60 57.59 3 7.2 7.00 Orif= 2.70 57.59 4 15.3 7.79 K= 5.48 DR2 58.09 5 7.3 7.00 K= 2.74 DR3 58.09 6 14.8 7.30 K= 5.48 DR 1 58.09 7 8.7 10.34 Orif= 2.70 57.59 15 - 27.77 53.42 16 - 24.68 53.42 17 - 22.57 53.42 18 - 21.16 53.49 19 - 20.74 53.42 20 - 20.51 53.4'2 21 - 20.88 53.49 22 - 21.95 53.4'2 23 - 24.84 53.42 26 - 33.79 53.42 32 - 41.48 53.4 38 - 48.39 53.4 41 14.8 7.30 K= 5.48 DP 1 58.09 43 15.5 7.95 K= 5.48 DP 1 58.09 44 15.7 9.05 k= 5.23 A06 58.09 46 - 12.18 58.09 49 - 16.51 58.09 51 15.9 8.46 r•.= 5.48 DP1 58.09 52 16.6 9.22 k•.= 5.48 DP1 58.09 54 8.7 10.33 K= 2.71 DR4 58.09 56 19.6 12.85 r..= 5.48 DP1 58.09 59 - 14.99 58.09 61 15.3 8.45 K= 5.27 A04 58.09 62 8.4 9.40 K= 2.74 DR3 58.09 64 8.5 9.72 F•.= 2.73 A05 58.09 65 8.7 10.00 K= 2.74 DR3 58.09 67 18.-0 10.8o i".= 5.48 DP1 58.09 69 - 12.83 58. 09 71 15.3 7.79 K.= 5.48 DR2 58.09 73 16.6 9.16 K= 5.48 DPI. 58.09 75 18.2 11.01 K= 5.48 DP1 58.09 79 - 15.20 58. 09 90 - 51.02 52.09 94 - 54.07 50.76 95 - 59.13 41.43 96 62.33 40.34 97 - 64.43 39.59 98 - 66.56 39. 59 99 - 69.95 39.59 100 72.91 35.49 101x - 77.o9 35.42 e0 7 - 8 . � J.�- 4 ,te e... J. 42 . TRIDWET3 09/30/96 5:00pm Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet ?JI S SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Node Detail Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 108 - 91.88 24.34 109 150.0 93.64 Hose RI1 24.33 110 500.0 97.61 Hose • UG 1 17.00 111 - 105.59 0.00 5V IS TRIDWET3 09/30/96 5:00pm Sheet 5��IS Sprinkler Systems Design Sprinkler Sysfems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 1 1.00 0.5 5°5 -0.50 14.8 0.0943 0.52 6.1 1 6 7.00 7.30 Fit= 5.0 1PZT 2 1.00 0.5 5.5 -0.50 15.3 0.1000 0.55 6.2 2 4 7.46 7.79 Fit= 5.0 1PZT 3 1.00 0.5 5.5 r0.50 7.2 0.0245 0.13 2.9 3 5 7.00 7.00 Fit= 5.0 1PZT 4 1.00 1.5 6.5 0.00 15.3 0.1001 0.65 6.3 4 61 7.79 8.45 Fit= 5.0 1PZT 5 1.00 2.0 7.0 0.00 7.3 0.0251 0.18 3.0 5 64 7.00 9.72 Fit= 5.0 1PZT 6 1.00 2.5 7.5 0.00 14.8 0.0941 0.71 6.0 6 44 7.30 9.05 Fit= 5.0 1PZT 7 1.00 0.5 5.5 -0.50 8.7 0.0351 0.19 3.5 7 54 10.34 10.33 Fit= 5.0 1PZT 10 1.56 26.7 26.7 0.00 148.9 0.7722 20.62 25.0 38 15 48.39 27.77 15 1.56 4.0 4.0 0.00 148.9 0.7722 3.09 25.0 15 16 27.77 24.68 16 1.56 6.0 6.0 0.00 97.2 0.3512 2.11 16.3 16 17 24.68 22.57 17 1.56 4.0 4.0 0.00 97.2 0.3512 1.40 16.3 17 18 22.57 21.16 18 1.56 7.5 7.5 0.00 36.3 0.0568 0.43 6.1 18 19 21.16 20.74 19 1.56 4.0 4.0 0.00 36.3 0.0568 0.23 6.1 19 20 20.74 20.51 20 1.56 4.5 12.5 0.00 25.6 0.0298 0.37 4.3 20 21 20.51 20.88 Fit= 8.0 1PZT 21 1.56 4.7 4.7 0.00 76.7 0.2264 1.06 12.9 21 22 20.88 21.95 22 1.56 12.8 12.8 0.00 76.7 0.2264 2.90 12.9 22 23 21.95 24.84 23 1.56 31.5 39.5 0.00 76.7 0.2264 8.94 12.9 23 26 24.84 33.79 Fit= 8.0 1PZT 26 1.56 30.0 34.0 0.00 76.7 0.2264 7.70 12.9 26 32 33.79 41.48 Fit= 4.0 1PZE 32 1.56 22.5 30.5 0.00 76.7 0.2264 6.90 12.9 32 38 41.48 48.39 Fit= 8.0 1PZT 38 2.73 5.8 18.9 1.33 225.6 0.1090 2.06 12.4 38 90 48.39 51.02 Fit= 13.1 2VE 41 1.00 6.9 6.9 0.00 14.8 0.0941 0.65 6.0 41 43 7.30 7.95 43 1.23 8.5 8.5 0.00 30.3 0.1288 1.10 8.2 43 44 7.95 9.05 44 1.23 11.2 11.2 0.00 46.0 0.2796 3.13 12.4 44 46 9.05 12.18 46 1.23 15.5 15.5 0.00 46.0 0.2796 4.33 12.4 46 49 12.18 16.51 ~^ • TRIDWET3 09/30/96 5:00pm Sheet T���\ � ,^� Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 49 1.56 12.1 12.1 4.67 46.0 0.0879 1.06 7.7 49 16 16.51 24.68 51 1.00 7.0 7.0 0.00 15.9 0.1079 0.76 6.5 51 52 8.46 9.22 52 1.23 7.5 7.5 0.00 32.6 0.1477 1.11 8.8 52 54 9.22 10.33 54 1.23 11.0 11.0 0.00 41.3 0.2289 2.52 11.1 54 56 10.33 12.85 56 1.56 14.5 14.5 0.00 60.9 0.1478 2.14 10.2 56 59 12.85 14.99 59 1.56 12.1 28.1 4.67 60.9 0.1478 4.15 10.2 59 18 14.99 21.16 Fit= 16.0 1PZT 2PZE 61 1.00 9.5 9.5 0.00 15.3 0.1001 0.95 6.3 61 62 8.45 9.40 64 1.23 2.0 2.0 0.00 32.2 0.1445 0.29 8.7 64 65 9.72 10^00 65 1.56 11.2 11.2 0.00 40.9 0.0706 0.79 6.9 65 67 10.00 10.80 67 1.56 14.7 14.7 0.00 58.8 0.1387 2.04 9.9 67 69 10.80 12.83 69 1.56 10.1 26.1 4.67 58.8 0.1387 3.62 9.9 69 20 12.83 20.51 Fit= 16.0 1PZT 2PZE 71 1.00 13.6 13.6 0.00 15.3 0.1001 1.36 6.3 71 73 7.79 9.16 73 1.23 13.1 13.1 0.00 31.9 0.1419 1.86 8.6 73 75 9.16 11.01 75 1.23 12.8 12.8 0.00 50.1 0.3271 4.19 13.5 75 79 11.01 15.20 79 1.56 12.0 28.0 4.67 50.1 0.1028 2.88 8.4 79 21 15.20 20.88 Fit= 16.0 1PZT 2PZE 90 2.73 1.5 22.7 1.33 225.6 0.1090 2.48 12.4 90 94 51.02 54.07 Fit= 21.2 16V 1VT 94 2.73 9.3 9.3 9.33 225.6 0.1090 1.01 12.4 94 95 54.07 59.13 95 2.73 12.0 25.1 1.09 225.6 0.1090 2.73 12.4 95 96 59.13 62.33 Fit= 13.1 2VE 96 2.73 9.7 16.2 0.75 225.6 0.1090 1.77 12.4 96 97 62.33 64.43 Fit= 6.5 1VE 97 2.73 0.0 19.6 0.00 225.6 0.1090 2.14 12.4 97 98 64.43 66.56 Fit= 19.6 1VT 98 2.73 24.5 31.0 0.00 225.6 0.1090 3.38 12.4 98 99 66.56 69.95 Fit= 6.5 1VE 99 2.73 4.1 10.6 4.17 225.6 0.1090 1.16 12.4 99 100 69.95 72.91 Fit= 6.5 1VE 100 2.732 5.3 38.4 0.00 225.6 0.1090 4.18 12.4 100 101 72.91 77.09 °� Fit= lJ.l 2VE TRIDWET3 09/30/96 5:01pm Sheet 10/3 Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA #t 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Pipe Diam Len Len No. (inch) (Ft) (Ft) Elev Head (Ft) Fric Fric Flow Loss Loss Vel Nodes (Gpm)(Psi/Ft)(Psi)(Fps) Beg End Press @ Beq (Psi) Press @ End (Psi) 101 2.73 44.3 Fit= 6.5 107 2.73 9.7 Fit= 31.1 108 4.33 1.5 Fit= 29.0 109 5.86 113.0 Fit= 65.2 110 8.27 100.0 Fit= 36.0 50.8 1VE 40,8 11.08 1VT 1BV 30.5 0.01 1811 3VE 178.2 2UT3 1UE 1GV 136.0 17.00 1GV 1UT3 0.00 225.6 0.1090 5.54 12.4 101 107 7 0.1090 4.44 12.4 107 108 225.6 0.0116 0.35 4.9 108 109 375.6 0.0045 0.80 4.5 109 110 77.09 82.64 91.88 93.64 82.64 91.88 93.64 97.61 875.6 0.0046 0.62 5.2 110 111 97.61 105.59 TRIDWET3 09/30/96 4:55pm Sheet 11/15 , Sorinklcr Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60(7.00)-%5 F 5.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.00 ' 1PZT T 5^5 0.09430 PF 0.52 6.05 PT 7.30 6 81 Jct K -factor for drop 1 = 14.8/(7.30)^.5 = 5.48 at Hyd Ref Pts 6 41 43 51 52 56 67 73 75 Drop 2 C = 120 A 0.5 PT 7.46 2 15.3=5.60(7.46)^.5 F 5.0 PE -0.22 (EL= -0.50 ft) Drop 3 PT 7.79 4 81 Jct K -factor for drop 2 = 15.3/(7.79)^.5 = 5.48 at Hyd Ref Pts 4 71 A 0.5 PT 7.00 7.2=2.70(7.00)^.5 F 5.0 PE -0.22 3 7.2 1.00 1PZT T 5.5 0.02446 PF 0.13 PT 6.92 K -factor for drop 3 = 7.2/(6.92)^.5 = 2.74 at Hyd Ref Pts 5 62 65 5 2.92 C = 120 (EL= -0.50 ft) Bl Jct Arm -over 4 C = 120 A 1.5 PT 7.79 4 DR2 15.3=5.48(7.79)^.5 F 5.0 PE 0.00 4 15.3 1.00 1PZT T 6.5 0.10008 PF 0.65 6.25 PT 8.44 61 81 Jct K -factor for arm -over 4 = 15.3/(8.44)^.5 = 5.27 Arm -over 5 C = 120 A 2.0 PT 7.00 5 DR3 7.3=2.74(7.00)^.5 F 5.0 PE 0.00 5 7.3 1.00 1PZT r 7.0 0.02509 PF 0.18 2.96 PT 7.18 64 81 Jct K -factor -for arm -over 5 = 7.3/(7.18)^.5 = 2.73 � TRIDWET3 09/30/96 4:56pm Sheet ��1 15 Sprinkl 5ystems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 6 C = 120 A 2.5 PT 7.30 6 DR1 14.8=5.48(7.30)^.5 F 5.0 PE 0.00 6 14.8 1.00 • 1PZT T 7b5 0.09411 PF 0.71 6.05 PT 8.01 44 81 Jct Drop 4 A 0.5 PT 10.34 7 8.7=2.70(10.34)^.5 F 5.0 PE -0.22 7 8.7 1.00 1PZT T 5.5 0.03508 PF 0.19 PT 10.32 54 K -factor for drop 4 = 8.7/(10.32)^.5 = 2.71 3.55 C = 120 (EL= -0.50 ft) 81 Jct TRIDWET3 09/30/96 4:56pm Sheet 11//$ Sprinkler Systems Design Sprinkler Systems Oydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting No (gpm) (inch) and Dev Branchline No. 1 14.8=5.48(7.30)~.5 41 14.8 1.00 15.5=5.48(7.95)^..5 43 30.3 1.23 15.7=5.23(9.05)^.5 44 46.0 1.23 46 46.0 1.23 49 46.0 1.56 A F T A F T A F T A F T A F T Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) 6.9 0.0 6.9 8.5 0.0 8.5 11.2 0.0 11.2 15.5 0.0 15.5 12.1 0.0 12.1 PT PE 0.09411 PF PT PE 0.12882 PF PT PE 0.27955 PF PT PE 0.27955 PF PT PE 0.08786 PF PT 7.30 41 0.00 0.65 6.05 7.95 43 0.00 1.09 8.17 9.05 44 0.00 3.13 12.41 12.18 46 0.00 4.33 12.41 16.51 49 Notes C = 120 DR1 DR1 A06 2.02 (EL= 4.67 ft) 1.06 7.72 19.60 16 Cross main Jct K -factor for branchline no. 1 = 46.0/(19.60)^.5 = 10.39 Branchline No. 3 A 7.0 0.0 7.0 7.5 0.0 7.5 11.0 0.0 11.0 14.5 0.0 14.5 12.1 16.0 28.1 15.9=5.48(8.46)^.5 F 51 15.9 1.00 T A 16.6=5.48(9.22)^.5 F 32.6 1.23 A 8.7=2.71(1A.33)^.5 F 54 41.3 1.23 A 19.6=5.48(12.85)^.5 F 56 60.9 1.56 T A F 59 60.9 1.56 1PZT 2PZE T 52 0.10788 0.14770 0.22893 0.14779 0.14779 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 8.46 51 0.00 0.76 6.51 9.22 52 0.00 1.11 8.79 10.33 54 0.00 2.52 11.14 12.85 56 0.00 2.14 10.22 14.99 59 2.02 4.15 21.16 18 K -factor for branchline no. 3 = 60.9/(21.16)^.5 = 13.24 C = 120 DR4 DR1 (EL= 4.67 ft) 10.22 Cross main Jct ' TRIDWET3 09/30/96 4:56pm Sheet I'VM So 'nkl ' Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 5 C = 120 A 9.5 PT 8.45 61 A04 15.3=5.27(8.45)^.5 F 0.0 PE 0.00 61 15.3 1.00 T 9:5 ().10008 PF 0.95 6.25 A 3.9 PT 9.40 62 DR3 8.4=2.74(9.40)^:5 F 0.0 PE 0.00 62 23.7 1.23 T 3.9 0.08200 PF 0.32 6.40 ^ A 2.0 PT 9.72 64 A05 8.5=2.73(9.72)^.5 F 0.0 PE 0.00 64 32.2 1.23 T 2.0 0.14454 PF 0.29 8.69 A 11.2 PT 10.00 65 DR3 8.7=2.74(10.00)^.5 F 0.0 PE 0.00 65 40.9 1.56 T 11.2 0.07059 PF 0.79 6.86 A 14.7 PT 10.80 67 DR1 18.0=5.48(10.80)^.5 F 0.0 PE 0.00 67 58.8 1.56 T 14.7 0.13868 PF 2.04 9.88 A 10.1 PT 12.83 69 F 16.0 PE 2.02 (EL= 4.67 ft) 69 58.8 1.56 1PZT 2PZE T 26.1 0.13868 PF 3.62 9.88 PT 18.48 20 Cross main Jct K -factor for branchline no. 5 = 58.8/(18.48)^.5 = 13.68 Branchline No. 6 C = 120 A 13.6 PT 7.79 71 DR2 15.3=5.48(7.79)^.5 F 0.0 PE 0.00 71 15.3 1.00 T 13.6 0.10008 PF 1.36 6.25 A 13.1 PT 9.16 73 DR1 16.6=5.48(9.16)^.5 F 0.0 PE 0.00 73 31.9 1.23 T 13.1 0.14195 PF 1.86 8.61 A 12.8 PT 11.01 75 DR1 18.2=5.48(11.01)^.5 F 0.0 PE 0.00 75 50.1 1.23 T 12.8 0.32711 PF 4.19 13.51 A 12.0 PT 15.20 79 F 16.0 PE 2.02 (EL= 4.67 ft) 79 50.1 1.56 1PZT 2PZE T 28.0 0.10281 PF 2.88 8.40 PT 20.10 21 Cross main Jct K -factor for branchline no. 6 = 50.1/(20.10)^.5 = 11.17 , TRIDWET3 09/30/96 4:57pm Sheet ���0� »~ ' . � Sorinklqy SYstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and De* (ft) (psi/ft) (psi) Ref (fps) Notes Clockwise (K -Factor @ split=13.68 from BL5) C = 120 A 4.5 PT 20.51 20 Split Point F 8.0 PE 0.00 20 25.6 1.56 1PZT T 12i5 0.02978 PF 0.37 4.30 A 4.7 PT 20.88 21 BL6 51.1=11.17(20.88�^.5 F 0.0 PE 0.00 21 76.7 1.56 T 4.7 0.22635 PF 1.06 12.87 . A 12.8 PT 21.95 22 F 0.0 PE 0.00 22 76.7 1.56 T 12.8 0.22635 PF 2.90 12.87 A 31.5 PT 24.84 23 F 8.0 PE 0.00 23 76.7 1.56 1PZT T 39.5 0.22635 PF 8.94 12.87 A 30.0 PT 33.79 26 F 4.0 PE 0.00 26 76.7 1.56 1PZE T 34.0 0.22635 PF 7.70 12.87 A 22.5 PT 41.48 32 F 8.0 PE 0.00 32 76.7 1.56 1PZT T 30.5 0.22635 PF 6.90 12.87 PT 48.39 38 Loop Jct . TRIDWET3 09/30/96 4:57pm Sor1nklqr SYstems Design Sprinkler Systems Hydraulic Flow Calculations Sheet �/ °~|�� o SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Counter -Clockwise (K -Factor @ split=13.68 from BL5) C = 120 A 4.0 PT 20.51 20 Split Point F 0.0 PE 0.00 19 36.3 1.56 T 4;0 0.05684 PF 0.23 6.10 A 7.5 PT 20.74 19 ^ F 0.0 PE 0.00 18 36.3 1.56 T 7.5 0.05684 PF 0.43 6.10 , A 4.0 PT 21.16 18 BL3 60.9=13.24(21.16)^.5 F 0.0 PE 0.00 17 97.2 1.56 T 4.0 0.35124 PF 1.40 16.32 A 6.0 PT 22.57 17 F 0.0 PE 0.00 16 97.2 1.56 T 6.0 0.35124 PF 2.11 16.32 A 4.0 PT 24.68 16 BL1 51.6=10.39(24.68).5 F 0.0 PE 0.00 15 148.9 1.56 T 4.0 0.77224 PF 3.09 24.99 A 26.7 PT 27.77 15 F 0.0 PE 0.00 10 148.9 1.56 T 26.7 0.77224 PF 20.62 24.99 PT 48.38 38 Loop Jct TRIDWET3 09/30/96 4:58pm Spr1nk10r Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet Ii/is ''~ SUNSHINE RIDGE CONDOMINIUMS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ==== A 5.8 PT 48.39 38 Loop Jct 225.6=32.43(48.39)^.5 F 13.1 PE 0.58 (EL= 1.33 ft) 38 225.6 2.73 2VE T 18;9 0.10900 PF 2.06 12.36 A 1.5 PT 51.02 90 ^ F 21.2 PE 0.58 (EL= 1.33 ft) 90 225.6 2.73 1GV 1VT T 22.7 0.10900 PF 2.48 12.36 ' A 9.3 PT 54.07 94 F 0.0 PE 4.04 (EL= 9.33 ft) 94 225.6 2.73 T 9.3 0.10900 PF 1.01 12.36 A 12.0 PT 59.13 95 F 13.1 PE 0.47 (EL= 1.09 ft) 95 225.6 2.73 2VE T 25.1 0.10900 PF 2.73 12.36 A 9.7 PT 62.33 96 F 6.5 PE 0.32 (EL= 0.75 ft) 96 225.6 2.73 1VE T 16.2 0.10900 PF 1.77 12.36 A 0.0 PT 64.43 97 F 19.6 PE 0.00 97 225.6 2.73 1VT T 19.6 0.10900 PF 2.14 12.36 A 24.5 PT 66.56 98 F 6.5 PE 0.00 98 225.6 2.73 1VE T 31.0 0.10900 PF 3.38 12.36 A 4.1 PT 69.95 99 F 6.5 PE 1.81 (EL= 4.17 ft) 99 225.6 2.73 lVE T 10.6 0.10900 PF 1.16 12.36 A 25.3 PT 72.91 100 F 13.1 PE 0.00 100 225.6 2.73 2VE T 38.4 0.10900 PF 4.18 12.36 A 44.3 PT 77.09 101 F 6.5 PE 0.00 101 225.6 2.73 1VE T 50.8 0.10900 PF 5.54 12.36 A 9.7 PT 82.64 107 F 31.1 PE 4.80 (EL= 11.08 ft) 107 225.6 2.73 IVT IBV T 40.8 0.10900 PF 4.44 12.36 PT 91.88 1O8 Top of Riser Riser C = 120 A 1.5 PT 91.88 108 Top of Riser F 29.0 PE 0.00 (EL= 0.01 ft) 108 225.6 4.33 1811 3VE T 30.5 0.01158 PF 1.76 4.92 11311 = 1.40# PT 93.64 109 B.O.R. . TF;IDWET3 09/30/96 4:58pm Sheet Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUIS 3rd FLOOR RESIDENCES -REMOTE AREA # 3 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (ppm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Under ground A 113.0 PT 93.64 109 150.0 qpm = Hose F 65.2 PE 3.17 109 375.6 5.86 2UT3 1UE T 178.2 0.00450 PF 0.80 16V PT 97.61 110 Under ground A 100.0 PT 97.61 110 500.0 gpm = Hose F 36.0 PE 7.36 110 875.6 8.27 7 16V 1UT3 T 136.0 0.00457 PF 0.62 PT 105.59 111 Notes C = 150 B.O.R. (EL= 7.33 ft) 4.47 5.3 C = 140 B.O.R. (EL= 17.00 ft) Supply Jct Available flow at 105.59 psi is 2277.2 qpm which is 1401.6 gpm from curve. Supply pressure available with 875.6 qpm flowing is 115.88 psi, thus system requirement is 10.29 psi below supply curve. (8.9%) Sheet / of It . ` Sprinkler,Systems Design . ��\ /�y F� . ��^" Date 09/30/96Job: TRIDWET4 PROJECT INFORMATION Job_ SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. L° z-~``- Occupancy LIGHT HAZARD/RESIDENCES Density .0.10 gpm/sq.ft. Area of Operation_ _ _ 1500 square feet Area per Sprinkler _ ' _ 225 SF MAX P/SPRINKLER Number of Sprinklers Calculated: 17 heads Authority having Jurisdiction_ NFPA-13 Hose _ 150.0 qpm Inside Hose, 500.0 qpm Outside Hose System type_ Wet Water Supply 118.00 psi Static, 115.00 psi Residual @ 1057.0 gpm Sprinklers _ CENTRAL MOD.GB 1/2&3/8 RECESSED PENDENT Demand_ _ Notes: CALCULATION SUMMARY _ 93.59 Psi @ 235.3 qpm @ B.O.R. 105.60 psi @ 885.3 qpm @ Supply 115.84 psi available @ 885.3 qpm Demand is below curve by 10.24 psi PROGRAM:' 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WH 98244-5069 (800) 334-6263 . TRIDI4ET4 09/30/96 5:0pm Sheet-2]is (Wd9) rio 11 co 6'3 aI ea 411 OD Oil 421 CO ea 0 ch .p ea ea • Pressure (FSI? av' 'w •i+ +.i •ON Static = 118.00 psi , Residual = 115.00 psi at a flew of 1057.0 qpm. Demand at DOR = 93.59 psi with 235.3 qpm flowing. System demand = 105.60 psi with 885.3 qpm flawing. Pressure available = 115.84 psi when 885.3 qpm is flowing. Demand is beic'w curve by 10.24 osi. (8.8%) ananD RI. Mgt' i rein, a8;1eM (q{d['aJ S8' T N) Sheet 3'1$ Sprinkler Systems Design Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow PTR Plastic Tee flow thru run PZE Poz-Lok Elbow PZT Poz-Lok Tee. B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. BV Butterfly vat ve GV Gate valve UE Underground ASC ninety degree elbow UT3 Underground ASCA tee: flaw in bull, out one run only Description of Other abbreviations Cade Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length TRIDWET4 C09/30/96 5:06pm Sheet't/A$ . Sprinkler�Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Raw data previous to any calculations No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.000 0.5 5.6 7.00 -0.50 0.0 120 32 1PZT 2 DR2 1.000 0.5 5.6 7.46 -0.50 0.0 120 32 1PZT 3 DR3 1.000 0.5 2.7 7.00 -0.50 0.0 120 32 1PZT 4 A04 1.000 2.5 DR1 7.00 0.00 0.0 120 32 1PZT 5 A05 1.000 2.0 DR3 7.00 0.00 0.0 120 32 1PZT 6 DR4 1.000 0.5 2.7 10.34 -0.50 0.0 120 32 1PZT 10 CMBL 1.560 22.0 0.00 0.00 0.0 120 32 14 CMBL 1.560 4.5 0.00 0.00 0.0 120 32 1PZT 15 CMBL 1.560 4.0 0.00 0.00 0.0 120 32 16 CMBL 1.560 6.0 BL1 0.00 0.00 0.0 120 32 17 CMBL 1.560 3.5 BL2 0.00 0.00 0.0 120 32 18 CMBL 1.560 7.2 BL3 0.00 0.00 0.0 120 32 19 CMBL 1.560 4.0 BL4 0.00 0.00 0.0 120 32 20 CMBL 1.560 4.5 BLS 0.00 0.00 0.0 120 32 1PZT 21 CMBL 1.560 4.5 BL6 0.00 0.00 0.0 120 32 22 CMBL 2.154 13.0 DP1 0.00 0.00 0.0 120 32 23 CMBL 2.154 32.0 0.00 0.00 0.0 120 32 1T 26 CMBL 2.154 29.2 0.00 0.00 0.0 120 32 1E 32 CMBL 2.154 22.5 0.00 0.00 0.c) 120 32 1T 38 BU1 2.154 5.8 CMBL 0.00 1.33 0.0 120 32 2E 41 BL1 1.000 7.0 DP1 0.00 0.00 0.0 120 32 43 BL1 1.230 8.5 DP1 0.00 0.00 0.0 120 32 44 BL1 1.230 11.6 A04 0.00 4.67 0.0 120 32 1PZT,2PZE 48 61..3 1.00u 8.0 DP]. 0.00 0.00 0.0 120 32 1 PTR 49 BL3 1.000 8.0 DP1 0.00 0.00 0.0 120 32 51 BL3 1.230 12.1 DP4 0.00 4.67 0.0 120 32 1PZT,2PZE 55 BL5 1.000 11.0 DR2 0.00 0.00 0.0 120 32 1PZE 56 BLS 1.000 4.0 DR3 0.00 0.00 0.0 120 32 58 BL5 1.230 -'.0 A05 0.00 0.00 0.0 120 32 59 BL5 1.230 10.1 DR3 0.00 4.67 0.0 120 32 1PZT,2PZE 62 BL6 1.000 14.0 DR2 0.00 0.00 0.0 120 32 63 BL6 1. 230 11.8 DP1 0.00 4.67 0.0 120 32 1PZT,2PZE 64 BL6 1.230 4•.0 0.00 0.00 0.0 120 32 1PZT 67 BL4 1.000 4.5 DP3 0.0u 0.00 0.0 120 32 69 BL4 1.000 2. 0 A05 0.00 0.00 0.0 120 32 70 BL4 1.230 2.5 DP3 0.00 0.00 0.0 120 32 1PZT 76 BL2 1.230 4.5 DP4 0.00 0.00 0.0 120 32 1PZT 88 BU1 2.731 1.5 0. 00 0.00 0.0 120 32 1 G V , 1 V T 93 BU1 2.731 9.3 0.00 9.33 0.0 120 32 94 BU1 -.731 9.3 0.00 9.33 0.0 120 32 95 BU1 2.73f 12.0 0.00 1.09 0.o 120 32 2VE ':j6 BU1 2.-231 '..).7 0.00 0.75 0.0 120 32 1VE 97 BU1 2.731 0.0 0.00 0.00 0.0 120 32 1VT 98 BUJ., 2.731 24.5 0.0o 0.00 0.o 120 32 1VE 99 BU1 2.731 4.1 0.00 4.17 0.o 120 32 1VE 100 BU1 2,731 25.3 0.00 0.00 0.0 120 32 2VE 101 BU1 2.73i 44.3 0.00 0.00 0.0 120 32 1VE 107 BU1 2.731 'J.7 0.00 11.08 0.0 120 32 1VT, 1BV TRIDWET4 09/30/96 5:06om Sori'kler^Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet c/1 SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Raw data previous to any calculations No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings 108 RI1 4.328 1.5 BU1 109 UG1 5.860 113.0 RI1 110 UG2 8.270 100.0 UG1 0.00 0.01 0.0 120 32 1B11,3VE 0.00 7.33 150.0 150 32 2UT3,1UE,1GV TRIDWET4 09/30/96 5: 11pm Sheet qio Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA 1* 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Node Detail Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 1 14.8 2 15.3 3 7.2 4 14.8 5 7.3 6 8.7 14 15 16 17 18 19 20 21 22 25.7 2J 26 32 Vi 38 41 14.8 43 15.5 44 15.7 48 14.8 49 15.6 51 9.0 55 15.3 56 8.3 58 8.6 59 8.8 62 15.3 63 16.6 64 67 7.3 69 7.-3 70 •7.4 76 8.7 88 33 94 95 96 97 98 99 100 101 10.7 103 150.0 7.00 Or i f = 5.60 7.46 Orif= 5.60 7.00 Orif= 2.70 7.3G K= 5.48 DP1 7.00 K= 2.74 DR3 10.34 Ori f= 2.70 26.91 21.35 19.57 18.64 18.27 18.22 18.31 20.31 21.95 h'•.= 5.48 DP1 23.45 28.58 32.67 Vii 36.69 7.30 h= 5.48 DP1 7.96 h= 5.48 DPI 9.06 h= A04 7.30 I= 5.48 DR 1 8.12 K= 5.48 DP1 10.97 h= 2.71 DP4 7.79 i::= 5.48 DR2 9.10 K= 2.74 DP3 9.98 K= 2.73 A05 10.27 I•::= 2.74 DP3 7.79 k::= 5.48 DP' 9.20 1= 5.48 DPI 14.74 7.07 K= 2.74 DR3 7.18 k.: _ 2.73 A05 7.37 h:= 2.74 DP3 1U. 32 h•.- 2.71 DP4 44.01 51.83 56. '1L G y.3'J 62.63 64.94 68.60 /1.66 76.18 82.17 21.77 9::J. 5'3 Hose P1 1 65.59 65.59 60.9'.2' 66.09 61.42 60.92 61.42 61.42 61.4'2 61.42 61.42 61.42 61.42 61.42 61.42 61.42 61.42 61.42 61.42 66.09 66.09 66.09 66.09 66.09 66.09 66.09 66.09 66.09 66.09 66.09 66.09 61.42 61.42 61.42 61.42 61.42 60.09 60. ('9 50.76 41.43 40.34 3'3.59 39.59 39.59 3_ 35.42 35.42 X4.34 24.33 TRIDWET4 09/30/96 5:11pm Sheet 7/112. Sprinkler:Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Node Detail Discharge Pressure Outlet Node (qpm) (psi) K -Value Source Elevation (ft) Comments 110 111 500.0 97.61 Hese UG1 17.00 105.60 0.00 Sprirjkler.E'stems Design Sprinkler Systems Hydraulic Flow Calculations Sheet tw SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beo@ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fos) Beg End (Psi (Psi) 1 1.00 0.5 5,5 -0.50 14.8 0.0943 0.52 6.1 1 4 7.00 7.30 Fit= 5.0 1PZT 2 1.00 0.5 5.5 -0.50 15.3 0.1000 0.55 6.2 2 55 7.46 7.79 Fit= 5.0 1PZT 3 1.00 0.5 5.5 1-0.50 7.2 0.0245 0.13 2.9 3 5 7.00 7.00 Fit= 5.0 1PZT 4 1.00 2.5 7.5 0.00 14.8 0.0941 0.71 6.0 4 44 7.30 9.06 Fit= 5.0 1PZT 5 1.00 2.0 7.0 0.00 7.3 0.0251 0.18 3.0 5 69 7.00 7.18 Fit= 5.0 1PZT 6 1.00 0.5 5.5 -0.50 8.7 0.0351 0.19 3.5 6 76 10.34 10.32 Fit= 5.0 1PZT 10 1.56 22.0 22.0 0.00 110.5 0.4448 9.79 18.5 38 14 36.69 26.91 14 1.56 4.5 12.5 0.00 110.5 0.4448 5.56 18.5 14 15 26.91 21.35 Fit= 8.0 1PZT 15 1.56 4.0 4.0 0.00 110.5 0.4448 1.78 18.5 15 16 21.35 19.57 16 1.56 6.0 6.0 0.00 62.5 0.1549 0.93 10.5 16 17 19.57 18.64 17 1.56 3.5 3.5 0.00 50.9 0.1059 0.37 8.5 17 18 18.64 18.27 18 1.56 7.2 7.2 0.00 11.5 0.0067 0.05 1.9 18 19 18.27 18.22 19 1.56 4.0 4.0 0.00 21.7 0.0218 0.09 3.6 19 20 18.22 18.31 20 1.56 4.5 12.5 0.00 63.6 0.1601 2.00 10.7 20 21 18.31 20.31 Fit= 8.0 1PZT 21 1.56 4.5 4.5 0.00 99.2 0.3643 1.64 16.6 21 22 20.31 21.95 22 2.15 13.0 13.0 0.00 124.8 0.1159 1.51 11.0 22 23 21.95 23.45 23 2.15 32.o 44.2 0.00 124.8 0.1159 5.12 11.0 23 26 23.45 28.58 Fit= 12.2 11 26 2.15 29.2 35.3 0.00 124.8 0.1159 4.09 11.0 26 32 28.58 32.67 Fit= 6.1 1E 32 2.15 34.7 0.00 124.8 0.1159 4.02 11.0 32 38 32.67 36.69 Fit= 12.2 11 38 2.15 5^8 18.0 1.33 235.3 0.3743 6.75 20.7 38 88 36.69 44.01 Fit= 12..2 2E 41 1.00 1.0 7.0 0.00 14.8 0.0941 0.66 6.0 41 43 7.30 7.96 43 1.2J 8.5 8.5 0.00 30.3 0.1289 1.10 8.2 43 44 7.96 9.06 44 1.23 11.6 24.6 4.6/ 46.0 0.2798 6.88 12.4 44 16 9.06 19.57 Fit= 13.0 lPZT 21-.ZE 48 1.00 8i.0 8.7 0.00 14.0 0.0941 0.81 6.0 48 49 7.30 8.12 , Flt= 0.7 lPTR mJ Sheet ~�|A� . Sorihkl Svstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total, Eley Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 49 1.00 8.0 8.0 0.00 30.4 0.3565 2.85 12.4 49 51 8.12 10.97 51 1.23 12.1 25.1 4.67 39.4 0.2099 5.27 10.6 51 18 10.97 18.27 Fit= 13.0 1PZT^2PZE 55 1.00 11.0 13.0 � 0.00 15.3 0.1001 1.30 6.3 55 56 7.79 9.10 Fit= 2.0 1PZE ` 56 1.00 4.0 4.0 0.00 23.6 0.2224 0.89 9.6 56 58 9.10 9.98 58 1.23 2.0 2.0 0.00 32.2 0.1444 0.29 8.7 58 59 9.98 10.27 59 1.23 10.1 23.1 4.67 41.0 0.2256 5.21 11.1 59 20 10.27 18.31 Fit= 13.0 1PZT 2PZE 62 1.00 14.0 14.0 0.00 15.3 0.1001 1.40 6.3 62 63 7.79 9.20 63 1.23 11.8 24.8 4.67 31.9 0.1422 3.53 8.6 63 64 9.20 14.74 Fit= 13.0 1PZT 2PZE 64 1.23 4.0 11.0 0.00 31.9 0.1422 1.56 8.6 64 21 14.74 20.31 Fit= 7.0 1PZT 67 1.00 4.5 4.5 0.00 7.3 0.0253 0.11 3.0 67 69 7.07 7.18 69 1.00 2.0 2.0 0.00 14.6 0.0916 0.18 6.0 69 70 7.18 7.37 70 1.23 2.5 9.5 0.00 22.0 0.0716 0.68 5.9 70 19 7.37 18.22 Fit= 7.0 1PZT 76 1.23 4.5 11.5 0.00 8.7 0.0129 0.15 2.3 76 17 10.32 18.64 Fit= 7.0 1PZT 88 2.73 1.5 22.7 0.00 235.3 0.1178 2.68 12.9 88 93 44.01 46.69 Fit= 21.2 1GV 1VT 93 2.73 9.3 9.3 9.33 235.3 0.1178 1.10 12.9 93 94 46.69 51.83 94 2.73 9.3 9.3 9.33 235.3 0.1178 1.10 12.9 94 95 51.83 56.96 95 2.73 12.0 25.1 1.09 235.3 0.1178 2.95 12.995 96 56.96 60.39 Fit= 13.1 2VE 96 2.73 9.7 16.2 0.75 235.3 0.1178 1.91 12.9 96 97 60.39 62.63 Fit= 6.5 1VE 97 2.73 0.0 19.6 0.00 235.3 0.1178 2.31 12.9 97 98 62.63 64.94 Fit= 19.6 1VT 98 2.73 24.5 3l.0 0.00 235.3 0.1178 3.66 12.9 98 99 64.94 68.60 Fit= 6.5 1VE 99 2.73 4.1 10.6 4.17 235.3 0.1178 1.25 12.9 99 100 68.60 71.66 Fit= 6.5 1VE 100 2.73 25.3 38.4 0.00 235.3 0.1178 4.52 12.9 100 101 71.66 76.18 Fit= 13.1 2VE 101 2.73 44.3 50.8 0.00 235.3 0.1178 5.99 12.9 101 107 76.18 82.17 Fit= 6.5 1VE 10/ 2.73 9.7 40.8 11.08 235.3 0.1178 4.30 12.9 107 108 82.17 91.77 ~� Fit= 31.1 1VT 1BV TRIDWET4 09/30/96 5:13pm Sheet Ohl Sprinkler' Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA 1# 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 108 4.33 1.5 30.5 0.01 235.3 0.0125 0.38 5.1 108 109 91.77 93.59 Fit= 29.0 1B11 3VE 109 5.86 113.0 178;2 7.33 385.3 0.0047 0.84 4.6 109 110 93.59 97.61 Fit= 65.2 2UT3 1UE 1GV 110 8.27 100.0 136.0 .17.00 885.3 0.0047 0.63 5.3 110 111 97.61 105.60 Fit= 36.0 1GV 1UT3' .TRIDWET4 09/30/96 5:07pm Sheet 110 Sprinkler.'SVstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60(7.00)^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.00 ' 1PZT T 5.5 0.09430 PF 0.52 6.05 PT 7.3() 4 Bl Jct Drop 2 Drop 3 . K -factor for drop 1 = 14.8/(7.30)^.5 = 5.48 at Hyd Ref Pts 4 41 43 48 49 63 22 A 0.5 PT 7.46 15.3=5.60(7.46)^.5 F 5.0 PE -0.22 15.3 1.00 1PZT T 5.5 0.10002 PF 0.55 PT 7.79 K -factor for drop 2 = 15.3/(7.79)^.5 = 5.48 at Hyd Ref Pts 55 62 A 0.5 PT 7.00 7.2=2.70(7.00)^.5 F 5.0 PE -0.22 3 7.2 1.00 1PZT T 5.5 0.02446 PF 0.13 PT 6.92 K -factor for drop 3 = 7.2/(6.92).5 = 2.74 at Hyd Ref Pts 5 67 70 56 59 55 5 6.25 2.92 C = 120 (EL= -0.50 ft) 81 Jct C=120 (EL= -0.50 ft) 81 Jct Arm -over 4 C = 120 A 2.5 PT 7.30 4 DR1 14.8=5.48(7.30)^.5 F 5.0 PE 0.00 4 14.8 1.00 1PZT T 7.5 0.09411 PF 0.71 6.05 PT 8.01 44 81 Jct K -factor for arm -over 4 = 14.8/(8.01)^.5 = 5.23 Arm -over 5 C = 120 A 2.0 PT 7.00 5 DR3 7.3=2.74(7.00)^.", F 5.0 PE 0.00 5 7.3 1.00 1PZT T 7.0 0.02509 PF 0.18 2.96 PT 7.18 69 81 Jct K -factor -for arm -over 5 = 7.3/(7.18).5 = 2.73 at Hyd Ref Pts 69 58 TRIDWET4 09/30/96 5:07pm Sheet 0115 Sprielkler'Svstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 4 C = 120 A 0.5 PT 10.34 6 8.7=2.70(10.34)^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 6 8.7 1.00 1PZT T 5.5 0.03508 PF 0.19 3.55 PT 10.32 76 81 Jct K -factor for drop 4 = 8.7/(10.32)^.5 = 2.71 at Hyd Ref Pts 76 51 ", 'TRIDWET4 09/30/96 5:07pm Sheet[3/(e . Sorinkler'qYstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 7.0 PT 7.30 41 DR1 14.8=5.48(7.30)^.5 F 0.0 PE 0.00 41 14.8 1.00 T 7;0 0.09411 PF 0.66 6.05 A 8.5 PT 7.96 43 DR1 15.5=5.48(7.96)^�5 F 0.0 PE 0.00 43 30.3 1.23 T 8.5 0.12889 PF 1.10 8.17 , A 11.6 PT 9.06 44 A04 15.7=5.23(9.06).5 F 13.0 PE 2.02 (EL= 4.67 ft) 44 46.0 1.23 1PZT 2PZE T 24.6 0.27975 PF 6.88 12.42 PT 17.96 16 Cross main Jct K -factor for branchline no. 1 = 46.0/(17.96)^.5 = 10.85 Branchline No. 2 C = 120 A 4.5 PT 10.32 76 DR4 8.7=2.71(10.32)^.5 F 7.0 PE 0.00 76 8.7 1.23 1PZT T 11.5 0.01285 PF 0.15 2.35 PT 10.46 17 Cross main Jct K -factor for branchline no. 2 = 8.7/(10.46)^.5 = 2.69 Branchline No. 3 C = 120 A 8.0 PT 7.30 48 DR1 14.8=5..48(7.30)^.5 F 0.7 PE 0.00 48 14.8 1.00 1PTR T 8.7 0.09411 PF 0.81 6.05 A 8.0 PT 8.12 49 DR1 15.6=5.48(8.l2)^.5 F 0.0 PE 0.00 49 30.4 1.00 T 8.0 0.35651 PF 2.85 12.42 A 12.1 PT 10.97 51 DR4 ':).0=2.71(10.'d7) .5 F 13.0 PE 2.02 (EL= 4.67 ft) 51 39.4 1.23 1PZT 2PZE T 25.1 0.20988 PF 5.27 10.63 PT 18.26 18 Cross main Jct K -factor for branchline no. 3 = 39.4/(18.26)^.5 = 9.22 Branchline No. 4 C = 120 A 4.5 PT 7.07 67 DR3 7.3=2.74(7.o7)~.5 F 0.0 PE 0.00 67 7.3 1.00 T 4.5 0.02532 PF 0.11 2.97 A 2.0 PT 7.18 69 AO5 . 7.3=2.73(7.18)^.5 F 0.0 PE 0.00 69 14.b 1.00 T 2.0 0.09156 PF 0.18 5.96 A 2.5 PT 7.37 70 DR3 7.4=2.74(7.37)^.5 F 7.0 PE 0.00 70 22.0 1.23 1PZT l 9.5 0.07157 PF 0.68 5.94 PT 8.05 19 Cross main Jct K -tactor for branchline no. 4 = 22.0/(8.05)^.5 = 7.76 TRIDWET4 09/30/96 5:��m Sheet `��� '��/e, 'Sorinkler^SVstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 5 C = 120 A 11.0 PT 7.79 55 DR2 15.3=5.48(7.79)".5 F 2.0 PE 0.00 55 15.3 1.00 ' 1PZE T 13.0 0.10008 PF 1.30 6.25 A 4.0 PT 9.10 56 DR3 8.3=2.74(9.10)^~5 F 0.0 PE 0.00 56 23.6 1.00 T 4.0 0.22235 PF 0.89 9.62 . A 2.0 PT 9.98 58 AO5 8.6=2.73(9.98)^.5 F 0.0 PE 0.00 58 32.2 1.23 T 2.0 0.14439 PF 0.29 8.69 A 10.1 PT 10.27 59 DR3 8.8=2.74(10.27)^.5 F 13.0 PE 2.02 (EL= 4.67 ft) 59 41.0 1.23 1PZT 2PZE T 23.1 0.22558 PF 5.21 11.05 PT 17.51 20 Cross main Jct K -factor for branchline no. 5 = 41.0/(17.51)^.5 = 9.80 Branchline No. 6 C = 120 A 14.0 PT 7.79 62 DR2 15.3=5.48(7.79)^.5 F 0.0 PE 0.00 62 15.3 1.00 T 14.0 0.10008 PF 1.40 6.25 A 11.8 PT 9.20 63 DR1 16.6=5.48(9.20)^.5 F 13.0 PE 2.02 (EL= 4.67 ft) 63 31.9 1.23 1PZT 2PZE T 24.8 0.14224 PF 3.53 8.62 A 4.0 PT 14.74 64 F 7.0 PE 0.00 64 31.9 1.23 1PZT T 11.0 0.14224 PF 1.56 8.62 PT 16.31 21 Cross main Jct K -factor for branchline no. 6 = 31.9/(16.31)^.5 = 7.90 _ TRIDWET4 09/30/96 5:09pm SheetIO Sprimkler^Svstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, 7[UKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (ppm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Clockwise (K -Factor @ split=7.76 from BL4) C = 120 A 4.0 PT 18.22 19 Split Point F 0.0 PE 0.00 19 21.7 1.56 T 4;0 0.02182 PF 0.09 3.63 A 4.5 PT 18.31 20 BL5 41.9=9.80(18.31)^.5 F 8.0 PE 0.00 20 63.6 1.56 1PZT T 12.5 0.16006 PF 2.00 10.67 . A 4.5 PT 20.31 21 BL6 35.6=7.90(20.31)^.5 F 0.0 PE 0.00 21 99.2 1.56 T 4.5 0.36433 PF 1.64 16.65 A 13.0 PT 21.95 ��2 DR1 25.7=5.40(21.95)^.5 F 0.0 PE 0.00 22 124.8 2.15 T 13.0 0.11587 PF 1.51 10.99 A 32.0 PT 23.45 23 F 12.2 PE 0.00 23 124.8 2.15 1T T 44.2 0.11587 PF 5.12 10.99 A 29.2 PT 28.58 26 F 6.1 PE 0.00 26 124.8 2.15 1E T 35.3 0.11587 PF 4.09 10.99 A 22.5 PT 32.67 32 F 12.2 PE 0.00 32 124.8 2.15 1T T 34.7 0.11587 PF 4.02 10.99 PT 36.69 38 Loop Jct .' • Sheet iii9N Sprimkler^5vstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Counter -Clockwise (K -Factor @ split=7.76 from BL4) C = 120 A 7.2 PT 18.22 19 Split Point F 0.0 PE 0.00 18 11.5 1.56 T 7.2 0.00671 PF 0.05 1.92 A 3.5 PT 18.27 18 BL3 39.4=9.22(18.27).5 F 0.0 PE 0.00 17 50.9 1.56 T 3.5 0.10589 PF 0.37 8.54 A 6.0 PT 18.64 17 BL2 11.6=2.69(18.64)^.5 F 0.0 PE 0.00 16 62.5 1.56 T 6.0 0.15491 PF 0.93 10.49 A 4.0 PT 19.57 16 BL1 48.0=10.85(19.57)^.5 F 0.0 PE 0.00 15 110.5 1.56 T 4.0 0.44484 PF 1.78 18.54 A 4.5 PT 21.35 15 F 8.0 PE 0.00 14 110.5 1.56 1PZT T 12.5 0.44484 PF 5.56 18.54 A 22.0 PT 26.91 14 F 0.0 PE 0.00 10 110.5 1.56 T 22.0 0.44484 PF 9.79 18.54 PT 36.69 38 Loop Jct (Balance Accuracy = 36.69 - 36.69 = 0.00) �� TRIDWET4 09/30/96 5:09pm Sheetv«�&x~^ Sorinkler`S'vstems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA # 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (ppm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ==== A 5.8 PT 36.69 38 Loop Jct 2o 35.3=38.85(36.G9)^.5 F 12.2 PE 0.58 (EL= 1.33 ft) 38 235.3 2.15 ' 2E T 18;0 0.37432 PF 6.75 20.72 A 1.5 PT 44.01 88 ~ F 21.2 PE 0.00 88 235.3 2.73 16V 1VT T 22.7 0.11783 PF 2.68 12.89 ' A 9.3 PT 46.69 93 F 0.0 PE 4.04 (EL= 9.33 ft) 93 235.3 2.73 T 9.3 0.11783 PF 1.10 12.89 A 9.3 PT 51.83 94 F 0.0 PE 4.04 (EL= 9.33 ft) 94 235.3 2.73 T 9.3 0.11783 PF 1.10 12.89 A 12.0 PT 56.96 95 F 13.1 PE 0.47 (EL= 1.09 ft) 95 235.3 2.73 2VE T 25.1 0.11783 PF 2.95 12.89 A 9.7 PT 60.39 96 F 6.5 PE 0.32 (EL= 0.75 ft) 96 235.3 2.73 1VE T 16.2 0.11783 PF 1.91 12.89 A 0.0 PT 62.63 97 F 19.6 PE 0.00 97 235.3 2.73 1VT T 19.6 0.11783 PF 2.31 12.89 A 24.5 PT 64.94 98 F 6.5 PE 0.00 98 235.3 2.73 1VE T 31.0 0.11783 PF 3.66 12.89 A 4.1 PT 68.60 99 F 6.5 PE 1.81 (EL= 4.17 ft) 99 235.3 2.73 1VE T 10.6 0.11733 PF 1.25 12.89 A 25.3 PT 71.66 100 F 13.1 PE 0.00 100 235.3 2.73 2VE T 38.4 0.11783 PF 4.52 12.89 A 44.3 PT 76.18 101 F 6.5 PE 0.00 101 235.3 2.73 1VE T 50.8 0.11783 PF 5.99 12.89 A 9.7 PT 82.17 107 F 31.1 PE 4.80 (EL= 11.08 ft) 107 235.3 2.73 1VT 18V T 40.8 0.11783 PF 4.80 12.89 PT 91.77 108 Top of Riser . TRIDWET4 09/30/96 5:10pm Sheet 63/t9 Sprirjkler,'Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE R I DbE CONDOMINIUMS 4th FLOOR RESIDENCES -REMOTE AREA 4# 4 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser C. = 120 A 1.5 PT 91.77 108 Top of f Ri ser F 29.0 PE 0.00 (EL= 0.01 ft) 108 235.3 4.33 1B.1 3VE T 30.5 0.01252 PF 1.82 5.13 1B11 = 1.44# PT 93.59 109 B.O.R. Under ground A 113.0 PT 93.59 109 150.0 qpm = Hose F 65.2 PE 3.17 109 385.3 5.8E 2UT3 1UE T 178.2 0.00471 PF 0.84 113V PT 97.61 1 10 4.58 C = 150 B.O.R. (EL= 7.33 ft) Under ground C = 140 A 100. 0 PT 97.61 110 8.0. R. 500.0 qpm = Hese f- 36.0 PE 7.36 (EL= 17.00 ft) 110 885.3 8.27 16V 1 UT3 T 136.0 0.00466 PF 0.63 5.29 PT 105.60 111 Supply Jct Available flow at 105.60 psi is 2276.2 qpm which is 1390.9 qpm from curve. Supply pressure available with 885.3 qpm flowing is 115.84 psi, thus system requirement is 10.24 psi below supply curve. (8.8'7. Sheet | ot (2� �prznk1er bystems Design Date 09/30/36 Job: TRlDWET5 PROJECT lNFUkMATlUN Job_ SUNSHINE RIDGE UUNDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Occupancy_ _ _ _ - LIGHT HAZARD/RESIDENCES Density_ __ _ _ _ _ _ 0.10 gpm/sq.ft. Area of Operation_ _ __ _ 1500 square feet • Area per Sprinkler __ _ _ _ 225 SF MAX P/SPRINKLER Number of Sprinklers Calculated: 16 heads Authority having Jurisdiction_ _ NFPA-13 Hose _ 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ Wet Water Supply _ 118.00 psi Static, 115.00 psi Residual @ 1057.0 gpm Sprinklers _ CENTRAL MOD.GB 1/2&3/8 RECESSED PENDENT CALCULATION SUMMARY Demand_ _ _ _ 92.40 psi @ 285.7 qpm @ B.O.R. 104.69 psi @ 935.7 gpm @ Supply 115.61 psi available @ 935.7 gpm Demand is below curve by 10.92 psi Notes: PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (800) 334-6263 TRIDWE1 b O' /Jo/' -A, D: ibpm Sheet 2.1v.,) Pressure (PSI ) c m3 3 3 C�1 3 3 W 3 3 at 5i CO 3 3 0 c CA 4-23 v 41 3 3 3 >o 3 3 3 i= 3 w 3 �• CA' 0 Static = 118.00 psi, Residual"'`. 115.00 psi at a flow of 1057.0 Demand at BOR = 92.40 psi with: 285.7 gpm flowing. System demand = 104.69 psi. with' 935.7.gpm:;.flowing. Pressure available = 115.61 psi when '.935.7.gpm:is flowing.,.. Demand is below curve by 10.92 psi. (9.4X) gP Rl1i'q'ttvnu -101PM tgdvA G8'T N) Sprinklr Sy,tems Design Description of Fitting abbreviations Code Description Sheet 3f13 T Tee VT Victaulic tee VE Victaulic ninety degree elbow PZE Poz-Lok: Elbow PZT Poz-Lok Tee B11 Back f l c'w: Ames 2000ss Silver Bullet Dbl . Check Valve Assy. BV Butterfly valve GV Gate valve UE Underground ASL_A ninety degree elbow UT3 Underground ASCA tee: flaw in bull, out one run only Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure lass due to elevation changes PF Pressure loss due to fric=tion Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length TRIDWET5 09/30/96 5:18pm Sprinkler Systems Design Sprinkler Systems Hydraulic Flaw Calculations Sheet 4/I') e, SUNSHINE RIDGE CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. No. Code ' Di am 1 3 4 5 6 10 11 12 13 14 17 19 20 21 22 25 26 27 28 30 33 37 38 45 46 47 49 50 53 54 56 58. 91, 92 93 94 95 96 97 98 99 . 100: 101, 107 108 109 110 DR1 DR3 A04 A05 DR4 CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL BU1 BL2 BL2 BL2 BL3 BL3 BL3 BL3 BL4 BL5 BU1 BU1 BU1 BU1 BU1 BU1 BU1 BU1 BU1 BU1 BU1 BU1 RI1 UG1 UG2 1.000 1.000 1.000 1.0[07 1.0(0.) 1.560 1.560 1.560 1.560 1.560 1.560 2.154 2.154 2. 154 2.154 2. 154 2.154 2. 154 2.154 2.154 2.154 2.154 2.731 1.230 1.230 1.560 1.000 1.230 1.230 1.230 1.000 1.000 2.731 2.731 2.731 2.731 2.731 2.731' 2.731 2.731, 2.731 2.731 2.731 2.731 4.328 5.860 8.270 Raw data previous to any calculations Length Kfac 1 Kfac2 Press 0.5 5.6 0.5 2.7 2.0 DR1 2.0 DR3 0.5 2.7 6.5 6.5 DR1 8.5 DP1 4.5 A04 10.0 11.0 BL2 8.5 BL3 4.5 12.7 DP1 14.0 DR1 12.7 DP1 4.5 8.5 11.5 BL4 10.0 BL5 20.5 2.5 DR1 5.0 CMAL 6.7 DR1 8.0 DR1 4.5 DR4 10.2 DR1 4.0 DR3 2.0 A05 2.5 DR3 19.2 DR1 19.2 DR1 1.5 9.3 9.3 9.3 12.0 9.7 0.0 24.5 4. 1 25.3 3 44.3 9.7 1.5 BU1 113.0 RI1 100.0 UG1 7.00 7.00 0.00 0.00 10.34 (.).00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.C)C) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00, 0.00 0.00 0.00 0.00 Elev - 0.50 - 0.5() 0.00 0.00 -0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.Od 0.06 9.33 9.33 9.33. 1.00..; 9.75' 0.00'. 0.00. 4.17r 0.00' 0.00 11.08 0.01 7.33 17.00 Hose HW Vel Fittings 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 3� 32 34? 32 32 32 32 32 32 1PZT 32 32 32 1T 32 ..r 2 3'2 32 32 1T 32 1T 32 32 1T 32 2VE 32 32 32 1PZT 32 1PZE 32 32 1PZT 1PZT 1PZT -1PZT 1PZT 32 32 0.0 120 32 1PZT 0.-0 120 32 1PZT, 1PZE 0.0 120 32 1PZT 0.0 120 32 1GV,1VE .0.0 120 32 0.0 120 32 '00 120 32 -0.0 120,32 2VE 00;12O.32 1VE 0.0 . 120- 32 1VT 0.0120 32--1VE 0:_07120 32AVE'.' . 0.6-]12032 2VE 0.0 120 32-1VE 0.0 120 32 1VT,1BV 0.0 120 32. 1B11,3VE 150.0 150 32 2UT3,1UE,1GV 500.0 140 32 1GV,1UT3 TRIDWET5 C)9/30/'J6 5:2' pm Sheet TM Sprinkle' Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Discharge Node (gpm) Node Detail Pressure Outlet (psi) K-Vaiue Source El evat c_,n (ft) Comments 1 14.8 7.00 Or i f = 5. 60 3 7.2 7.00 Ori f=. 70 4 14.8 7.30 K= 5.48 DR1 5 7.2 6.92 K= 2.74 DR3 6 8.7 10.34 Ori f= 2.72E 11 23.3 18.11 Y,= 5.48 DR1 12 21.8 15.85 K= 5.48 DR1 13 19.6 14.01 K= 5.25 A04 14 12.48 17 11.24 19 - 11.14 0 - 11.27 21 18.4 11.30 K= 5.48 DR1 22 18.6 11.52 K= 5.48 DR1 •:)5 R1 5 19.0 11.97 K= 5.48 DR1 26 - 12.64 27 - 13.53 28 - 13.98 30 - 14.85 33 - 17.17 37 24.1 19.30 K= 5.48 DR1 38 - 21.47 45 16.3 8.85 K= 5.48 DR1 46 16.6 9.12 k::= 5.48 DR1 47 8.7 10.32 K= 2.71 DR4 49 14.8 7.30 K= 5.48 DR1 50 8.0 8.45 K= 2.74 DR3 53 8.0 8.75 K= 2.70 A05 54 8.2 9.02 K= 2.74 DR3 56 14.8 7.30 K= 5.48 DR1 58 14.8 7.30 K= 5.48 DR1 91 - 24.64 92 - 26.03 93 - 31.40 94 - 36.78 95 - 42.15 96 - 46.18 97 - 52.74 98 - 55.55 99 - 60.01 100 23.9 63.34 Orif= 3.00 101 - 69.81 107 - 78.39 108 - 90.06 109 150.0 92.40 Hose. 110 500.0 96.63 Hose 111 - 104.69 79.16 79.16 79.66 79.66 79.16 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 79.66 78.33 78.33 69.00 59.67e RI1 UG1 35.,42 • �� 35..42:° 35.42 . • 17.00`' 0.00 TRIDWET5 U9/30/96 5:23pm Sprink1 ' Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet (Jill .4~ � . SUNSHINE RIDGE CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Actual Pipe Diam Len No. (inch) (Ft) Pipe Detail Total Len (Ft) Elev Head (Ft) Fric Fric Flow Loss Loss Vel Nodes ,' Press @ Beg (Psi) Press @ End (Psi) 1 1.00 Fit= 3 1.00 Fit= 4 1.00 Fit= 5 1.00 Fit= 6 1.00 Fit= 10 1.56 11 1.56 12 1.56 13 1.56 Fit= 14 1.56 0.5 5.0 0.5 5.0 2.0 5.0 2.0 5.0 0.5 5.0 6.5 6.5 5.5 1PZT 5.5 1PZT 7.0 1PZT 7.0 1PZT 5.5 1PZT 6.5 6.5 8.5 8.5 4.5 12.5 8.0 1PZT 10.0 10.0 17 1.56 11.0 11.0 19 2.15 Fit= 20 2.15 21 2.15 22 2.15 25 2.15 26 2.15 Fit= 27 2.15 28 2:15 30 2.15 Fit= 33 2.15 37 2.15 Fit= 38 2.73 Fit= 45 1.23 8.5 20.7 12.2 1T 4.5 4.5 12.7 12.7 14.0 14.0 12.7 12.7 0.00 -0.50 14.8 0.0943 0.52 6.1 -0.50 0.00 0.00 -0.50 7.2 0.0245 0.13 2.9 14.8 0.0941 0.66 6.0 4 13 7.2 0.0248 0.17 2.9 5 53 8.7 0.0351 0.19 3.5 6 47 0.00 119.9 0.5175 3.36 20.1 38 11 0.00 0.00 0.00 0.00 0.00 96.6 0.3470 2.26 16.2 11 12 74.8 0.2161 1.84 12.6 12 13 55.2 0.1230 1.54 9.3 13 14 55.2 0.1230 1.23 9.3 14 17 13.5 0.0091 0.10 2.3 17 19 0.00 25.8 0.0063 0.13 2.3 19 20 0.00 25.8 0.0063 0.03 2.3 20 21 0.00 44.2 0.0170 0"22 3.9 21 22 0.00 62.8 0.0325 0.45 5.5 22 25 `\ 81.7 0.0529 0.67 7.2 25 26 ° 4.5 16.7 0.00 81.7 0.0529 0.88 7.2 26 27 12.2 1T 8.5 8.5'�0.00�`���1.�y 0.05290.45.45 7.27.227 28 ��' 11.5 11.5 10.0 12.2 20.5 ; °2 0.00 1rr '' 20.5 0,00 2.5 14.7 12.2 1T 5.0 18.1 13.1 2VE 6.7 6.7 • 117.9 0.1042 2.31 10.4 30 33 7.00 7.00 7.30 6.92 10.34 21.47 18.11 15.85 14.01 12.48 11.24 11.14 11.27 11.30 11.52 11.97 12.64 13.53 ».98/� .^ 14.85� 117.9 0.1042 0.1042 2.14 10.4 33 37 7.30 6.92 14.01 8.75 10.32 18.11 15.85 14.01 12.48 11.24 11.14 11.27 11.30 11.52 11.97 12.64 13.53 13.98 14.85 0.00 141.9 0.1469 2.16 12.5 37 38 19.30 21.47 1.33 261.8 0.1436 2.59 14.3 30 91 21.47 24.64 0.00 16.3 0.0410 0.27 4.4 45 46 8.85 9.12 �� TRIDWET5 09/30/96 5:2�pm Sheet 7(\�� ` . Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Pipe Diam Len Len No. (inch) (Ft) (Ft) Elev Head (Ft) Fric Fric Flow Loss Loss Vel Nodes (Gpm)(Psi/Ft)(Psi)(Fps) Beg End Press @ Beq (Psi) Press @ End (Psi) 46 1.23 47 1.56 Fit= 49 1.00 Fit= 50 1.23 53 1.23 54 1.23 Fit= 56 1.00 Fit= 58 1.00 Fit= 91 2.73 Fit= 92 2.73 93 2.73 94 2.73 95 2.73 Fit= 96 2.73 Fit= 97 2.73 Fit= 98 2.73 Fit= 99 2.73 Fit= 100 2.73 Fit= 101 2.73 Fit= 107 2.73 Fit= 108 4.33 Fit= 109 5.86 Fit= 110 8.27 Fit= 8.0 8.0 4.5 12.5 8.0 1PZT 10.2 12.2 2.0 1PZE 4.0 4.0 2.0 2.0 2.5 7.0 19.2 7.0 19.2 5.0 1.5 8.2 9.3 0.00 0.00 0.00 0.00 0.00 9.5 0.00 1PZT 26.2 0.00 1PZT 1PZE 24.2 0.00 1PZT 9.7 0.00 1GV 1VE 9.3 9.33 9.3 9.3 9.3 9.3 12.0 25.1 13.1 2VE 9.7 16.2 6.5 1VE 0.0 19.6 19.6 1VT 24.5 31.0 6.5 1VE 4.1 10.6 6.5 IVE 25.3 38. / 0.00 13.1 2VE 44.3 50.8 0.00 6.5 1VE 9.7 40.8 11.08 31.1 IVT 1BV 1.5 30.5 0.01 29.0 1811 3VE 32.8 0.1500 1.20 8.9 46 47 41.6 0.0728 0.91 7.0 47 17 14.8 0.0941 1.15 6.0 49 50 22.8 0.0761 0.30 6.1 50 53 30.8 0.1329 0.27 8.3 53 54 39.0 0.2060 1.96 10.5 54 19 14.8 0.0941 2.47 6.0 56 28 14.8 0.0941 2.28 6.0 58 30 261.8 0.1436 1.39 14.3 91 92 261.8 0.1436 1.34 14.3 92 93 9.33 261.8 0.1436 1.34 14.3 93 94 9.33 261.8 0.1436 1.34 14.3 94 95 1.00 261.8 0.1436 3.60 14.3 95 96 9.75 261.8 0.1436 2.33 14.3 96 97 0.00 261.8 0.1436 2.82 14.3 97 98 • 0.00 261.8 0.1436 4.46 14.3 98 99 4.17 261.8 0.1436 1.53 14.3 99 100 113.0 65.2 100.0 36.0 178.2 7.33 2UT3 IyE IGV 136.0 17.00 1@V 1UT3 9.12 10.32 7.30 8.45 8.75 9.02 7.30 7.30 24.64 26.03 31.40 36.78 42.15 46.18 52.74 55.55 60.01 � ��.8687r���.��7 85.6 100 101 ' ��63.34 '- 285:7 285.7 0.1687' 8.58 15.6 101 107 6988' 78.39 285.7 0.16876.87 15.6 107 108 -76:39: 90.06 ` 6.2100 109' 90.06 92.40 10.32 11.24 8.45 8.75 9.02 11.14 13.98 14.85 26.03 31.40 36.78 42.15 46.18 52.7455.55 60.01 63.34 69.81 285.7 0.0179435~7 0.0059 935.7 0.0052 0.55 1.05 0.70 5.2 109 110 92.40 5.6 110 111 96.63 96.63 104.69 . TRIDWET5 09/J0/96 5:l9pm ' ^ Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet .)t) SUNSHINE SUNSHINE RIDGE CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 14.8=5.60(7.00)^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 1 14.8 1.00 1PZT T 5.5 0.09430 PF 0.52 6.05 PT 7.30 4 Bl Jct Drop 3 K -factor for drop 1 = 14.8/(7.30)^.5 = 5.48 at Hyd Ref Pts 4 45 46 49 56 58 11 12 21 22 25 37 A 0.5 PT 7.00 3 7.2=2.70(7.00)^.5 F 5.0 PE -0.22 3 7.2 1.00 1PZT T 5.5 0.02446 PF 0.13 PT 6.92 5 K -factor for drop 3 = 7.2/(6.92)^.5 = 2.74 at Hyd Ref Pts 5 50 54 2.92 C = 120 (EL= -0.50 ft) 81 Jct Arm -over 4 C = 120 A 2.0 PT 7.30 4 DR1 14.8=5.48(7.30)^.5 F 5.0 PE 0.00 4 14.8 1.00 1PZT T 7.0 0.09411 PF 0.66 6.05 PT 7.96 13 Bl Jct Arm -over 5 C = 120 A 2.0 PT 6.92 5 DR3 7.2=2.74(6.92)^.5 F 5.0 PE 0.00 5 7.2 1.00 1PZT T 7.0 0.02481 PF 0.17 2.94 PT 7.09 53 81 Jct K -factor for arm -over 5 = 7.2/(7.09)^.5 = 2.70 Drop 4 C = 120 A 0.5 PT 10.34 6 8.7=2.70(10.34).5 ^ F ` --' PE'' -0.22�`�'(EL= -0.50 ft) ` 5.0.� ' -.`. ��'�� ����� . 6 8.7 1.00 1PZT T 5.5 ��,f, �� . 81 Jct ,�' /���'��� K -factor for drop 4 2.718.7/(10.32)^.5'= �' ` ���8.7/(10.32)^.5'= TRIDWET5 0�/30/96 5:l�pm Sheet/\^�� ' Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) ano Dev (ft) (psi/ft) (psi) Ref (fos) 1 Notes Branchline No. 2 (Beginning pressure increased due to Hyd Ref Pt 47) C = 120 =-----------==== A 6.7 PT 8.85 45 DR1 16.3=5.48(8.d5)^.5 F 0.0 PE 0.00 45 16.3 1.23 1 b.7 0.04102 PE 0.27 4.40 A 0.0 PT 9.12 46 DRl 16.6=5.48(9.12)^.5 F 0.0 PE 0.00 46 32.8 1.23 T 8.0 0.15000 PF 1.20 8.87 A 4.5 PT 10.32 47 DR4 8.7=2.71(10.32)^.5 F 8.0 PE 0.00 47 41.6 1.56 1PZT T 12.5 0.07283 PF 0.91 6.97 PT 11.24 17 Cross main Jct K -factor for branchline no. 2 = 41.6/(11.24)^.5 = 12.41 Branchline No. 3 C = 120 A 10.2 PT 7.30 49 DR1 14.8=5.48(7.30)^.5 F 2.0 PE 0.00 49 14.8 1.00 1PZE T 12.2 0.09411 PF 1.15 6.05 H 4.0 PT 8.45 50 DR3 8.0=2.74(8.45)^.5 F 0.0 PE 0.00 50 22.8 1.23 T 4.0 0.07612 PF 0.30 6.14 A 2.0 PT 8.75 53 AO5 8.0=2.70(8.75)^.5 F 0.0 PE 0.00 53 30.8 1.23 T 2.0 0.13290 PF 0.27 8.30 A 2.5 PT 9.02 54 DR3 8.2=2.74(9.02)^.5 F 7.0 PE 0.00 54 39.0 1.23 1PZT T 9.5 0.20599 PE 1.96 10.52 PT 10.98 19 Cross main Jct K -factor for branchline no. 3 = 39.0/(10.98)^.5 = 11.77 Branchline No. 4 C = 120 A 19.2 PT '7.30 56 DR1 14.8=5.48(7.30)^.5 F 7.0 PE 0.00 56 14.8 1.00 1PZT 1PZE T 26.2 0.09411 PF 2.47 6.05 PT 9.77 28 Cross main Jct K -factor for branchline no. 4 = 14.8/(9.77)^.5 = 4.74 Branchline No. 5 C = 120 A 19.2 PT - 7.30 58 DR1 14.8=5.48(7.30)^.5 F 5.0 PE 0.00 58 14.8 1.00 1PZT T 24.2 0.09411 PF 2.28 6.05 PT 9.58 30 Cross main Jct K -factor for branchline no. 5 = 14.8/(9.58)^.5 = 4.78 TRIDWE i 5 0'�i;_ 0/'_7L 5. 20pm Sheet 1.7jr.,. • Spr } n;•::l moi• Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE R 1 D . E CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA t,- 5 b/th AVENUE SOUTH AND MACADAM, TUKW I LA. WA. Pipe Flaw Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Des,/ (ft) (psi/ft) (psi) Fief (fps) Nates ClcicEwise 0 -Factor (@ split=11.77 from 8L3) 0 = 120 A 8.5 PT 11.14 19 Split Point F 12.2 PE 0.00 1'9 25.8 2.15 1T T 20.7 0.00625 PF 0.13 2.27 A 4.5 PT 11.27 '0 F o. U PE 0.00 20 25.0 2.15 I 4.5 0.00625 PF 0.03 2.2.7 A 12./ PT 11.30 21 DR1 18.4=5.48(11.30) .5 F 0.0 PE 0.00 21 44.E 2.15 T 12.7 0.016'96 PF 0,22 3.89 A 14.0 PT 11.52 22 DR1 18.6=5.4U(11.52) .5 F 0.0 PE 0.00 22 62.8 2.15 T 14.0 0.0J247 PF 0.45 5.53 A 12.7 PT 11.97 25 DR1 13.0=5.48(11.97) '` .5 F 0.0 PE 0.00 25 81.7 2.15 1 12.7 0.05290 PF 0.67 7.19 A 4.5 PT 12.64 26 F 12.2 PE 0.00 26 81.7 2.15 1T T 16.7 0.05290 PF 0.88 7.19 A 8.5 PT 13.53 27 F 0.0 PE 0.00 27 81.7 2.15 T 8.5 0.05290 PF 0.45 7.19 A 11.5 PT 13.98 28 BL4 17.7=4.74(13.98) . 5 F 0.0 PE 0.00 28 99.4 2.15 T 11.5 0.07604 PF 0.87 8.75 A 10.0 PT 14.85 30 BL5 18.4=4.78(14.85)'.5 F 12.2 PE 0.00 30 117.9 2.15 1T T 22.2 0.10415 PF 2.31 10.38 A 20.5 PT 17.17 33 F 0.0 PE 0.00 33 117.9 2.15 T 20.5 0.10415 PF 2.14 10.38 A 2.5 PT 19.30 37 DR1 24.1=5.48(19.30)'.5 F 12.2 PE 0.00 37 141.9 2.15 1T T 14.7 0.14688 PF 2.16 12.49 PT 21.46 38 Loop Jct TRIDWET5 09/30/96 :1.,;20om Spr,knkler Systems Design Sprzn�ier Systems Hydraulic Flow Calculations / Sheet 1}/} ~4 ^ SUNSHINE RIDGE CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) ^° Notes Counter -Clockwise (K -Factor (LI split=11.77 from 8L3) C = 120 A 11.0 PT 11.14 19 Split Point F 0.0 PE 0.00 17 13.5 1.56 T 11.0 0.00915 PF 0.10 2.27 A 10.0 PT 11.24 17 BL2 41.6=12.4l(11.24)^.5 F 0.0 PE 0.00 14 55.2 1.56 T 10.0 0.12303 PE 1.23 9.26 H 4.5 PT 12.48 14 F 8.0 PE 0.00 13 „J5.2 1.56 1PZT T 12.5 0.12303 PE 1.54 9.26 A 8.5 PT 14.01 13 A04 19.6=5.25(14.0z)'`.5 F 0.0 PE 0.00 12 74.8 1.56 T 8.5 0.21613 PF 1.84 12.55 H 6.5 PT 15.85 12 DR1 2l.8=5.48(15.85)'`.5 F 0.0 PE 0.00 11 96.6 1.56 T 6.5 0.34696 PF 2.26 16.21 A 6.5 PT 18.11 11 DR1 23.3=5'48(18.11)^.5 F 0.0 PE 0.00 10 119.� 1.56 T 6.5 0.51752 PF 3.36 20.13 PT 21.47 38 Loop Jct (Balance Accuracy = 21.47 - 21.46 = 0.01) TRIDWET5 09/30/96 5:2�om Sheet y���� � /`� ^° SPr'nklec' Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fzttznq Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ==== H 5.0 PT 21.47 38 Loop Jct 261.8=56.50(21.47)^.5 F 13.1 PE 0.58 (EL= 1.33 it; 38 261.8 2.73 2VE T 18.1 0.14355 PF 2.59 14.34 A 1.5 PT 24.64 91 F 8.2 PE 0.00 91 261.8 2.73 16V 1VE T 9.7 0.14355 PF 1.39 14.34 H 9.3 PT 26.03 92 F 0.0 PE 4.04 (EL= 9.33 ft) 92 261.8 2.73 T 9.3 0.14355 PF 1.34 14.34 A 9.3 PT 31.40 93 F 0.0 PE 4.04 (EL= 9.33 ft) 93 261.8 2.73 T 9.3 0.14355 PF 1.34 14.34 H 9.3 PT 36.78 94 F 0.0 PE 4.04 (EL= 9.33 ft) 94 261.8 2.73 T 9.3 0.14355 PF 1.34 14.34 A 12.0 PT 42.15 95 F 13.1 PE 0.43 (EL= 1.00 ft) 95 261.8 2.73 2VE T 25.1 0.14355 PF 3.60 14.34 A 9.7 PT 46.18 96 F 6.5 PE 4.22 (EL= 9.75 ft) 96 261.8 2.73 1VE T 16.2 0.14355 PF 2.33 14.34 A 0.0 PT 52.74 97 F 19.6 PE 0.00 97 261.8 2.73 1VT T 19.6 0.14355 PF 2.82 14.34 A 24.5 PT 55.55 98 F 6.5 PE 0.00 98 261.8 2.73 1VE T 31.0 0.14355 PF 4.46 14.34 A 4.1 PT 60.01 99 F 6.5 PE 1.81 (EL= 4.17 ft) 99 261.8 2.73 1VE T 10.6 0.14355 PF 1.53 14.34 A 25.3 PT 63.34 100 23.9=3.00(63.34)^.5 F 13.1 PE `0.00 100 285.7 2.73 2VE T 38.4 0.16871 PF 6.47 15.65 A 44.3 PT 69.84 101 F 6.5 PE 0.00 101 285.7 2.73 1VE T 50.8 0.16871 PF 8.58 15.65 A 9.7 PT 78.39 107 F 31.1 PE 4.80 (EL= 11.08 ft) 107 285.7 2.73 1VT 1BV T 40.8 0.16871 PF 6.87 15.65 PT 90.06 108 Top of Riser vi/j0/9G o:��om Sheet ��/\^� . �/.� ^ ^° ^ bpr3,nkler Systems Design Sprzn�1er Systo2ms Hydraulic Flow Calculations SUNSHlNL RIDGE CONDOMINIUMS 5th FLOOR RESIDENCES REMOTE AREA # 5 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Uza fitting Length Fr Loss Press Hyd Vel No (qpm/ (inch) and uev (ft) (psi/ft) (psi) Ref (fps) . f,?.zser 108 Notes C = 120 A i.5 PT 90.06 108 Top of Riser |�� ��.0 PE 0.00 (EL= 0.01 ft) 285.7 +.�3 1_11 �VE_ 1 �o.5 0.V1792 PF 2.33 6.23 1811 = 1.79t- PT .79#PT 92.40 109 B.O.R. Unger ground H 113.0 PT 92.40 109 150.0 QOM = Hose F 65.2 PE 3.17 109 435.7 5.06 2U13 lUE T 178.2 0.00592 PF 1.05 lGV PT 96.63 110 Under ground H 100.0 PT 96.63 110 500.0 qpm = Hose F 36.0 PE 7.36 110 935.7 8.27 lGV lUT3 T 136.0 0.00517 PF 0.70 PT 104.69 111 C = 150 B.O.R. (EL= 7.33 ft) 5.18 C=140 B.O.R. (EL= 17.00 ft) 5.59 Supply Jct Available flow at 10+.69 psi is 2365.0 qpm which is 1429.3 qpm from curve. Supplv pressure available with ':035.7 gpm flowing is 115.61 psi, thus system requirement is 10.92 QS' below supply curve. (9.4%) • ~ Sprinkler^Systems Design PROJECT INFORMATION Sheet 1 of Date 08/29/96 Job: SRIDRYP1 Job_ SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-1 REMOTE AREA # 7 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Occupancy ORDINARY HAZARD/PARKING GARAGE Density_ _ 0.13 gpm/sq.ft. Area of Operation 3900 square feet Area per Sprinkler 128.4 SF P/SPRINKLER Number of Sprinklers Calculated: 30 heads Authority having Jurisdiction_ _ NFPA-13 Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ _ Dry Water Supply _ 118.00 psi Static, 115.00 psi Residual @ 1057.0 gpm Sprinklers _ _ CENTRAL GB 1/2" UPRIGHT CALCULATION SUMMARY Demand 78.63 psi @ 660.6 gpm @ B.O.R. 93.80 psi @ 1310.6 gpm @ Supply 113.53 psi available @ 1310.6 gpm Demand is below curve by 19.73 psi Notes: PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (800) 334-6263 SRIDRYP1 08/29/96 12:12pm (WdD) nolil ° ea CD ea co ea ea til CFI ea ea co ea Sheet st, 1-^ . Static = 118.00 psi, Residual = 115.00 psi at a flow of 1057.0 gpm. Demand at BOR = 78.63 psi with 660.6 gpm flowing. System demand = 93.80 psi with 1310.6 gpm flowing. Pressure available = 113.53 psi when 1310.6 gpm is flowing. Demand is below curve by 19.73 psi. (17.4%) ananD B111191ellyAU 4alyM (I0,45 GlirT N) Sheet .3/,. Sprinkler Sy'tems Design Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. BV Butterfly valve CDV Central Dry Pipe Valve Model AF or AG GV Gate valve UE Underground ASCA ninety degree elbow UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length �� � ; SRIDRYP1 08/29/96 12:16pm Sheet `/,, Sprinkle- ' Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-1 REMOTE AREA # 7 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Raw data previous to any calculations No. Code Diam Length Kfac1 Kfac2 Press 31 BL1 1.452 32 BL1 1.452 33 BL1 1.687 34 BL1 1.687 35 BL1 1.687 36 BL1 1.687 37 BL1 2.154 38 BL1 2.154 39 BL1 2.154 41 BL2 2.154 42 CMB 3.356 43 CMB 3.356 45 CMB 3.356 46 BU1 4.328 47 BU1 4.328 49 BU1 4.328 104 RI1 4.328 105 RI2 4.328 108 RI3 4.328 109 UG1 5.860 110 UG2 8.270 8.9 8.9 8.9 8.9 8.9 8.9 8.9 8.9 1.0 7.9 14.3 14.3 6.0 31.5 28.3 88.6 2.3 1.7 1.5 113.0 100.0 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 BL1 BL1 BL1 CMB BU1 RI1 RI2 RI3 UG1 BL2 BL2 BL2 Elev Hose HW Vel Fittings 8.88 0.00 8.88 0.00 8.88 0.00 8.88 0.00 8.88 0.00 8.88 0.00 8.88 0.00 8.88 0.00 8.88 0.00 8.88 0.00 0.00 -1.17 0.00 -1.17 0.00 -0.50 0.00 0.00 0.00 0.00 0.00 3.50 0.00 2.33 0.00 1.58 0.00 0.01 0.00 7.33 0.00 17.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.# 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.0 500.0 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 120 120 120 150 140 32 32 32 32 32 32 32 32 32 1T 32 1T 32 32 32 2VE 32 1VT 32 1VE 32 3VE 32 1BV,1CDV,1VT 32 32 1B11,3VE 32 1GV,2UT3,1UE 32 1GV,1UT3 ��� SRIDRYP1 08/29/96 12:18pm Sheet -�/� Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-1 REMOTE AREA # 7 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Node Detail Pressure Outlet (psi) K -Value Source Discharge Node (gpm) 31 16.7 8.88 Orif= 5.60 32 16.9 9.12 Orif= 5.60 33 17.7 9.99 Orif= 5.60 34 18.5 10.90 Orif= 5.60 35 19.8 12.52 Orif= 5.60 36 21.8 15.10 Orif= 5.60 37 24.4 18.94 Orif= 5.60 38 25.4 20.63 Orif= 5.60 39 26.8 22.95 Orif= 5.60 41 16.7 8.88 Orif= 5.60 42 - 26.31 43 - 26.55 45 - 28.73 46 - 35.48 47 - 41.13 49 - 45.30 104 - 59.76 105 - 67.93 108 - 68.76 109 150.0 78.63 Hose 110 500.0 85.13 Hose 111 - 93.80 Elevation (ft) Comments RI3 28.91 28.91 28.91 28.91 28.91 28.91 28.91 28.91 28.91 28.91 28.91 30.08 31.25 31.75 31.75 31.75 28.25 25.92 24.34 24.33 17.00 0.00 SRIDRYP1 08/29/96 12:18pm Sheet 1../9 Sprinklyr Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-1 REMOTE AREA # 7 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Actual Pipe Diam Len No. (inch) (Ft) Pipe Detail Total Len (Ft) Elev Head (Ft) Fric Fri'= Flow Loss Lass Vel Nodes (Gpm)(Psi/Ft)(Psi)(Fps) Beg End 31 1.45 32 1.45 33 1.69 34 1.69 35 1.69 36 1.69 37 2.15 38 2.15 39 2.15 Fit= 41 2.15 Fit= 42 3.36 8.9 8.9 8.9 8.9 8.9 8.9 8.9 8.9 8.9 8.9 0.00 0.00 0.00 0.00 0.00 Press @ Beg (Psi) Press @ End (Psi) 16.7 0.0268 0.24 3.2 3:J1 Ji 8.88 9.12 9.99 10.90 36 12.52 15.10 18.94 20.63 22.95 8.88 26.31 26.55 24.0 45 46 28.73 35.48 41.13 45.30 14.4 104 105 59.76 105 108 67.93 14.4 108 109 68.76 9.6 109 110 78.63 7.8 110 111 85.13 33.6 0.0977 0.87 6.5 32 33 51.3 0.1030 0.92 7.4 33 34 69.8 0.1820 1.62 10.0 34 35 89.6 0.2890 2.57 12.9 35 8.9 8.9 0.00 111.4 0.4321 3.85 16.0 36 37 8.9 8.9 0.00 135.7 0.1896 1.69 12.0 37 38 8.9 8.9 0.00 161.2 0.2604 2.32 14.2 38 39 1.0 9.7 8.7 1T 7.9 16.6 8.7 1T 14.3 14.3 0.0)0 188.0 0.3463 3.37 16.6 39 42 0.00 16.7 0.0039 0.07 1.5 41 42 -1.17 216.7 0.0519 0.74 7.9 42 43 43 3.36 14.3 14.3 -1.17 434.3 0.1880 2.69 15.8 43 45 45 3.36 Fit= 46 4.33 Fit= 47 4.33 Fit= 49 4.33 Fit= 104 4.33 Fit= 105 4.33 6.0 17.1 -0.50 660.6 0.4086 6.97 11.1 2VE 31.5 47.7 0.00 660.6 0.1184 5.65 14.4 46 47 16.2 1VT 28.3 35.2 0.00 660.6 0.1184 4.17 14.4 47 49 6.9 1VE 88.6 109.3 3.50 660.6 0.1184 12.94 14.4 49 104 20.7 3VE 2.3 84.8 2.33 660.6 0.0845 7.17 82.5 1BV 1CDV 1VT 1.7 1.7 1.58 660.6 0.0845 0.14 14.4 108 4.33 1.5 30.5 0.01 660.6 0.0845 Fit= 29.0 1B11 3VE 109 5.86 113.0 178.2 7.33 810.6 Fit= 65.2 1GV 2UT3 1UE 110 8.27 100.0 136.0 17.00 1310.6 Fit= 36.0 1GV 1UT3 2.58 0.0187 3.33 0.0096 1.31 9.12 9.99 10.90 12.52 15. 10 18.94 20.63 22.95 26.31 26.31 26.55 28.73 35.48 41.13 45.30 59.76 67.93 68.76 78.63 85.13 93.80 SRIDRYP1 08/29/96 12:16pm Sheet 7/5; Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-1 REMOTE AREA # 7 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow No (gpm) Dia Fitting (inch) and Dev Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 100 A 8.9 PT 8.88 31 End head 16.7=5.60(8.88)^.5 F 0.0 PE 0.00 31 16.7 1.45 T 8.9 0.02678 PF 0.24 3.23 A 8.9 PT 9.12 3� 16.9=5.60(9.12)^.5 F 0.0 PE 0.00 32 33.6 1.45 T 8.9 0.09773 PF 0.87 6.51 A 8.9 PT 9.99 33 17.7=5.60(9.99)^.5 F 0.0 PE 0.00 33 51.3 1.69 T 8.9 0.10298 PF 0.92 7.36 A 8.9 PT 10.90 34 18.5=5.60(10.90)^.5 F 0.0 PE 0.00 34 69.8 1.69 T 8.9 0.18201 PF 1.62 10.02 A 8.9 PT 12.52 35 19.8=5.60(12.52)^.5 F 0.0 PE 0.00 35 89.6 1.69 T 8.9 0.28901 PF 2.57 12.86 A 8.9 PT 15.10 36 21.8=5.60(15.10)^.5 F 0.0 PE 0.00 36 111.4 1.69 T 8.9 0.43209 PF 3.85 15.98 A 8.9 PT 18.94 37 24.4=5.60(18.94)^.5 F 0.0 PE 0.00 37 135.7 2.15 T 8.9 0.18955 PF 1.69 11.95 A 8.9 PT 20.63 38 25.4=5.60(20.63)^.5 F 0.0 PE 0.00 38 161.2 2.15 T 8.9 0.26045 PF 2.32 14.19 A 1.0 PT 22.95 39 26.8=5.60(22.95)^.5 F 8.7 PE 0.00 39 188.0 2.15 1T T 9.7 0.34627 PF 3.37 16.55 PT 26.31 42 Cross main Jct K -factor for branchline no. 1 = 188.0/(26.31)^.5 = 36.65 at Hyd Ref Pts 42 43 45 Branchline No. 2 A 7.9 PT 8.88 41 16.7=5.60(8.88)^.5 F 8.7 PE 0.00 41 16.7 2.15 1T T 16.6 0.00392 PF 0.07 PT 8.95 42 K -factor for branchline no. 2 = 16.7/(8.95)^.5 = 5.58 at Hyd Ref Pts 42 43 45 1.47 C = 100 Cross main Jct SRIDRYP1 08/29/96 12:16om Spr'znkler Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet o/^� / ~, SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-1 REMOTE AREA # 7 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main B C = 100 K=42.23=36.65+5.58 A 14.3 PT 26.31 42 BL1 + BL2 216.7=42.23(26.31)^.5 F 0.0 PE -0.51 (EL= -1.17 ft) 42 216.7 3.36 T 14.3 0.05194 PF 0.74 7.86 K=42.23=36.65+5.58 A 14.3 PT 26.55 43 BL1 + BL2 217.6=42.23(26.55)^.5 F 0.0 PE -0.51 (EL= -1.17 ft) 43 434.3 3.36 T 14.3 0.18802 PF 2.69 15.75 K=42.23=36.65+5.58 A 6.0 PT 28.73 45 BL1 + BL2 226.4=42.23(28.73).5 F 11.1 PE -0.22 (EL= -0.50 ft) 45 660.6 3.36 2VE T 17.1 0.40861 PF 6.97 23.96 PT 35.48 46 Bulk Jct ^ SPIDRYP1 08/29/96 12:17pm Sheet9/�� " /~ Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-1 REMOTE AREA # 7 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 100 ==== A 31.5 PT 35.48 46 CM 8 660.6=110.90(35.48)^.5 F 16.2 PE 0.00 46 660.6 4.33 1VT T 47.7 0.11839 PF 5.65 14.41 A 28.3 PT 41.13 47 F 6.9 PE 0.00 47 660.6 4.33 1VE T 35.2 0.11839 PF 4.17 14.41 A 88.6 PT 45.30 49 F 20.7 PE 1.52 (EL= 3.50 ft) 49 660.6 4.33 3VE T 109.3 0.11839 PF 12.94 14.41 PT 59.76 104 Top of Riser Riser C = 120 A 2.3 PT 59.76 104 Top of Riser F 82.5 PE 1.01 (EL= 2.33 ft) 104 660.6 4.33 1BV 1CDV T 84.8 0.08449 PF 7.17 14.41 1VT PT 67.93 105 B.O.R. Riser 105 660.6 Riser 108 660.6 Under ground C = 120 A 1.7 PT 67.93 105 Top of Riser F 0.0 PE 0.68 (EL= 1.58 ft) T 1.7 0.08449 PF 0.14 14.41 PT 68.76 108 B.O.R. C=120 A 1.5 PT 68.76 108 Top of Riser F 29.0 PE 0.00 (EL= 0.01 ft) 1811 3VE T 30.5 0.08449 PF 9.87 14.41 1811 = 7.29# PT 78.63 109 B.O.R. A 113.0 PT 78.63 109 150.0 gpm = Hose F 65.2 PE 3.17 109 810.6 5.86 1GV 2UT3 T 178.2 0.01866 PF 3.33 1UE PT 85.13 110 Under ground A 100.0 PT 85.13 110 500.0 gpm = Hose F 36.0 PE 7.36 110 1310.6 8.27 1GV 1UT3 T 136.0 0.00964 PF 1.31 PT 93.80 111 C = 150 B.O.R. (EL= 7.33 ft) 9.64 C = 140 B.O.R. (EL= 17.00 ft) 7.83 Supply Jct Available flow at 93.80 psi is 3267.2 gpm which is 1956.6 gpm from curve. Supply pressure available with 1310.6 gpm flowing is 113.53 psi, thus system requirement is 19.73 psi below supply curve. (17.4%) Sheet \ of�� � . Sprinkle� Sys.tems Design ^ PROJECT INFORMATION Date 08/29/96 Job: SP IDPYP,"41 Job_ SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-2 REMOTE AREA # 6 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Occupancy ORDINARY HAZARD/PARKING GARAGE Density 0.13 gpm/sq.ft. Area of Operation 3900 square feet Area per Sprinkler 129.4 SF P/SPRINKLER Number of Sprinklers Calculated: 32 heads Authority having Jurisdiction_ _ NFPA-13 Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ _ Dry Water Supply _ 118.00 psi Static, 115.00 psi Residual @ 1057.0 gpm Sprinklers _ CENTRAL GB 1/2" UPRIGHT CALCULATION SUMMARY Demand 73.46 psi @ 633.2 gpm @ B.O.R. 88.38 psi @ 1283.2 gpm @ Supply 113.71 psi available @ 1283.2 gpm Demand is below curve by 25.33 psi Notes: PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 , SRIDRYPO 08/29/96 12:O2pm Sheet 7/9 Pressure (PSI) {IUD) tio LI cn co 3 3 cyl " 3 3 m 3 3 3 , i -a ro G3 " * UV Cri -4 CO 1.1:1 1:91-6 I-• GI eCO 3 3 D C1D C1 CP 4? CD 3 1 a 11 1 1 Static = 118.00 psi, Residual = 115.00 psi at a flow of 1057.0 gpm. Demand at BOR = 73.46 psi with 633.2 gpm flowing. System demand = 88.38 psi with 1283.2 gpm flowing. Pressure available = 113.71 psi when 1283.2 gpm is flowing. Demand is below curve by 25.33 psi. (22.3%) af"AnD K1 Mcre 1 lvntl JalvM ((dA B ge. T N) Sheet ;:;//� � Sprinkl'r Systems Design Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow Bil Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. CDV Central Dry Pipe Valve Model AF or AG GV Gate valve UE Underground ASCA ninety degree elbow UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length . SRIDRYPO 08/29/96 12:05pm Sheet tti, SprinklOr Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-2 REMOTE AREA # 6 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. No. Code 11 12 13 15 16 17 18 19 21 22 23 24 47 49 104 105 108 109 110 BL1 BL1 BL1 BL2 BL2 CMA CMA CMA CMA CMA CMA CMA BU1 BU1 RI1 RI2 RI3 UG1 UG2 Raw data previous to anY calculations Diam Length Kfac1 Kfac2 Press 1.104 1.104 1.452 1.104 1.104 3.356 3.356 3.356 3.356 3.356 3.356 3.356 4.328 4.328 4.328 4.328 4.328 5.860 8.270 12.4 12.4 0.7 12.4 11.2 10.4 10.4 10.4 10.4 13.6 8.5 12.2 28.3 88.6 2.3 1.7 2.0 113.0 100.0 5.6 5.6 5.6 5.6 5.6 BL1 BL1 BL1 BL1 BL1 BL1 BL2 CMA BU1 RI1 RI2 RI3 UG1 BL2 BL2 BL2 BL2 BL2 BL2 Elev Hose HW Vel Fittings 9.02 0.00 9.02 0.00 9.02 0.00 9.02 0.00 9.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.50 0.00 2.33 0.00 0.01 0.00 1.58 0.00 7.33 0.00 17.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.0 500.0 100 100. 100 100 100 100 100 100 100 100 100 100 100 100 120 120 120 150 140 32 32 32 1T 32 32 1T 32 32 32 32 32 32 32 32 32 32 32 32 32 1VT 1VE 3VE 1GV,1CDV,1VT 1B11,3VE 1GV,2UT3,1UE 1GV,1UT3 SRIDRYP0 08/29/96 12:08pm Sheet L/�^ / Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-2 REMOTE AREA # 6 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. ' Node Detail Pressure Outlet Elevation Discharge Node (gpm) (psi) K -Value Source (ft) Comments 11 16.8 9.02 Orif= 5.60 12 18.0 10.30 Orif= 5.60 13 21.8 15.21 Orif= 5.60 15 16.8 9.02 Orif= 5.60 16 18.0 10.30 Orif= 5.60 17 - 16.80 18 - 16.91 19 - 17.31 21 - 18.16 22 - 19.62 23 - 26.74 24 - 29.53 47 - 39.56 49 - 43.42 104 - 56.90 105 - 63.42 108 - 63.56 109 150.0 73.46 Hose 110 500.0 79.76 Hose 111 - 88.38 RI3 35.75 35.75 35.75 35.75 35.75 35.75 35.75 35.75 35.75 35.75 31.75 31.75 31.75 31.75 28.25 25.92 25.91 24.33 17.00 0.00 SRIDRYPO 08/29/96 12: 08pm Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet 'j f SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-2 REMOTE AREA # 6 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Actual Pipe Diam Len No. (inch) (Ft) Pipe Detail Total Len (Ft) Elev Head (Ft) Fric Fric Flow Loss Loss Vel Nodes (Gpm)(Psi/Ft)(Psi)(Fps) Beg End Press @ Beg (Psi) Press @ End (Psi) 11 1.10 12.4 12.4 12 1.10 12.4 12.4 13 1.45 0.7 6.2 Fit= 5.5 1T 15 1.10 12.4 12.4 16 1.10 11.2 15.8 Fit= 4.6 1T 17 3.36 10.4 10.4 18 3.36 19 3.36 21 3.36 22 3.36 Fit= 23 3.36 24 3.36 Fit= 47 4.33 Fit= 49 4.33 Fit= 104 4.33 Fit= 105 4.33 108 4.33 Fit= 109 5.86 Fit= 110 .8.27 Fit= 10.4 10.4 10.4 10.4 10.4 10.4 13.6 24.7 11.1 2VE 8.5 8.5 12.2 14.4 28.3 6.9 88.6 20.7 2.3 68.3 1.7 2.0 29.0 113.0 65.2 100.0 36.0 26.6 1VT 35.2 1VE 109.3 3VE 70.6 1GV 1CDV 1.7 0.00 16.8 0.1032 1.28 5.6 11 12 9.02 0.00 34.8 0.3959 4.91 11.7 12 13 10.30 0.00 56.6 0. 2567 1.59 11.0 13 17 15.21 0.00 16.8 0.1032 1.28 5.6 15 16 9.02 0.00 34.8 0.3959 6.25 11.7 16 17 10.30 0.00 91.7 0.0106 0.11 3.3 17 18 16.80 0.00 183.6 0.0383 0.40 6.7 18 19 16.91 0.00 276.7 0.0817 0.85 10.0 19 21 17.31 0.00 372.0 0.1412 1.47 13.5 21 22 18.16 4.00 471.0 0.2185 5.39 17.1 22 23 19.62 0.00 586.7 0.3281 2.79 21.3 23 24 26.74 0.00 633.2 0.3778 10.03 23.0 24 47 29.53 0.00 633.2 0.1095 3.85 13.8 47 49 39.56 3.50 633.2 0.1095 11.97 13.8 49 104 43.42 2.33 633.2 0.0781 1VT 0.01 633.2 0.0781 31.0 1.58 1811 3VE 178.2 7.33 1GV 2UT3 1UE 136.0 17.00 1GV 1UT3 633.2 783.2 1283.2 0.0781 0.0175 0.0093 10.30) 15.21 16.80 10.30 16.80 16.91 17.31 18.16 19.62 26.74 29.53 39.56 43.42 56.90 5.51 13.8 104 105 56.90 63.42 0.13 13.8 105 108 63.42 63.56 2.42 13.8 108 109 63.56 73.46 3.12 9.3 109 110 73.46 79.76 1.26 7.7 110 111 79.76 88.38 SRIDRYPO 08/29/96 12:06pm Sheet �~, , . ' Sprinkle'r Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-2 REMOTE AREA # 6 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev Branchline No. 1 (ft) (psi/ft) A 12.4 16.8=5.60(9.02)^.5 F 0.0 T 12.4 A 12.4 18.0=5.60(10.30)^.5 F 0.0 T 12.4 A 0.7 21.8=5.60(15.21)^.5 F 5.5 1T T 6.2 11 16.8 1.10 18.0=5.60(1 12 34.8 1.10 13 56.6 1.45 0.10318 0.39590 0.25674 PT PE PF PT PE PF PT PE PF PT Press Hyd Vel (psi) Ref (fps) 9.02 11 0.00 1.28 5.64 10.30 12 0.00 4.91 11.66 15.21 13 0.00 1.59 10.97 16.80 17 K -factor for branchline no. 1 = 56.6/(16.80)^.5 = 13.81 at Hyd Ref Pts 17 18 19 21 22 23 A 12.4 16.8=5.60(9.02)^.5 F 0.0 15 16.8 1.10 T 12.4 A 11.2 18.0=5.60(10.30)^.5 F 4.6 16 34.8 1.10 1T T 15.8 PT PE 0.10318 PF PT PE 0.39590 PF PT 9.02 15 0.00 1.28 5.64 10.30 16 0.00 6.25 11.66 Notes C = 100 End head Cross main Jct C = 100 End head 16.55 17 Cross main Jct K -factor for branchline no. 2 = 34.8/(16.55)^.5 = 8.56 at Hyd Ref Pts 17 18 19 21 22 23 24 SRIDRYPO 08/29/96 12:06pm Sheet Spr`nkl 'r Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-2 REMOTE AREA # 6 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting No (gpm) (inch) and Dev Cross main A K=22.37=13.81+8.56 A F 17 91.7 3.36 T A F 18 183.6 3.36 T A F 19 276.7 3.36 T A F 21 3�2.0 3.36 T A F A F 23 586.7 3.36 A 46.5=8.56(29.53)^.5 F 24 633.2 3.36 1VT T 91.7=22.37(16.80)^.5 91.7 3.36 K=22.37=13.81+8.56 92.0=22.37(16.91)^.5 183.6 3.36 K=22.37=13.81+8.56 93.0=22.37(17.31)^.5 276.7 3.36 K=22.37=13.81+8.56 95.3=22.37(18.16)^.5 3�2.0 3.36 K=22.37=13.81+8.56 99.1=22.37(19.62)^.5 471.0 3.36 2VE K=22.37=13.81+8.56 115.7=22.37(26.74)^.5 633.2 3.36 1VT Length Fr Loss (ft) (psi/ft) 10.4 0.0 10.4 10.4 0.0 10.4 10.4 0.0 10.4 10.4 0.0 10.4 13.6 11.1 24.7 8.5 0.0 8.5 12.2 14.4 26.6 0.01058 0.03825 0.08166 0.14119 0.21854 0.32805 0.37776 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT Press Hyd Vel (psi) Ref (fps) Notes C = 100 16.80 17 BL1 + BL2 0.00 0.11 3.32 16.91 18 BL1 + BL2 0.00 0.40 6.66 17.31 19 BL1 + BL2 0.00 0.85 10.03 18.16 21 BL1 + BL2 0.00 1.47 13.49 19.62 22 BL1 + BL2 1.73 (EL= 4.00 ft) 5.39 17.08 26.74 23 BL1 + BL2 0.00 2.79 21.28 29.53 24 BL2 0.00 10.03 22.97 39.56 47 Bulk Jct GRIDRYPA 08/29/96 12:07pm Sprinkle' Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet V, SUNSHINE RIDGE CONDOMINIUMS PARKING GARAGE LEVEL P-2 REMOTE AREA # 6 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 100 ==== A 28.3 PT 39.56 47 CM A 633.2=100.67(39.56)^.5 F 6.9 PE 0.00 47 633.2 4.33 1VE T 35.2 0.10946 PF 3.85 13.81 A 88.6 PT 43.42 49 F 20.7 PE 1.52 (EL= 3.50 ft) 49 633.2 4.33 3VE T 109.3 0.10946 PF 11.97 13.81 PT 56.90 104 Top of Riser Riser C = 120 A 2.3 PT 56.90 104 Top of Riser F 68.3 PE 1.01 (EL= 2.33 ft) 104 633.2 4.33 1GV 1CDV T 70.6 0.07812 PF 5.51 13.81 1VT PT 63.42 105 B.O.R. Riser 105 633.2 4.33 C = 120 A 1.7 PT 63.42 105 Top of Riser F 0.0 PE 0.00 (EL= 0.01 ft) T 1.7 0.07812 PF 0.13 13.81 PT 63.56 108 B.O.R. Riser C = 120 A 2.0 PT 63.56 108 Top of Riser F 29.0 PE 0.68 (EL= 1.58 ft) 108 633.2 4.33 1811 3VE T 31.0 0.07812 PF 9.22 13.81 1811 = 6.80# PT 73.46 109 B.O.R. Under ground C = 150 A 113.0 PT 73.46 109 B.O.R. 150.0 gpm = Hose F 65.2 PE 3.17 (EL= 7.33 ft) 109 783.2 5.86 1GV 2UT3 T 178.2 0.01751 PF 3.12 9.32 1UE PT 79.76 110 Under ground C = 140 A 100.0 PT 79.76 110 B.O.R. 500.0 gpm = Hose F 36.0 PE 7.36 (EL= 17.00 ft) 110 1283.2 8.27 1GV 1UT3 T 136.0 0.00927 PF 1.26 7.66 PT 88.38 111 Supply Jct Available flow at 88.38 psi is 3644.4 gpm which is 2361.2 gpm from curve. Supply pressure available with 1283.2 gpm flowing is 113.71 psi, thus system requirement is 25.33 psi below supply curve. (22.3%) .J Sprinkler.Systpms De Sheet o f { va Date 08/28/96 Job: SRIDRYMA Job_ SUNSHINE RIDGE CONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Occupancy_ _ _ ( LIGHT HAZARD/MANSARD ATTIC: Density i 0.10 gpm/sq.ft7! Area of Operation_ _ _ _ _ _ _ 1950 square feet Area per Sprinkler _ _ _ _ _ _ 101.5 SF P/SPRINKLER Number of Sprinklers Calculated: 21 heads Authority having Jurisdiction_ _ NFPA-13 Hose _ 150.0 gpm Inside Hose, 500.0 qpm Outside Hose System type_ Dry Water Supply _ 118.00 psi Static, 115.00 psi Residual @ 1057.0 gpm Sprinklers _ _ CENTRAL H 1/2" UPRIGHT CALCULATION SUMMARY Demand_ _ _ _ 88.41 psi @ 428.1 gpm @ B.O.R. 101.64 psi @ 1078.1 gpm @ Supply 114.89 psi available @ 1078.1 gpm Demand is below curve by 13.25 psi Notes: PROGRAM: 'HydroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (800) 334-6263 .SRIDRYMA 08/28/96 12:51pm ( NcID) no LI co co ap la at 3 to L3 3 3 CO IS) 3- 3 4 CD CO CO 4 CO 6 CD co 3 3 co Sheet Pressure CPS I , ra 43 4 • CA ' ON •••,1 CO 6 i -h irl 8 3 ? ? ? (12 co 1 ) e o 1 ;71; a a - Static = 118.00 psi, Residual = 115.00 psi at a flow of 1057.0 gpm. Demand at BOR = 88.41 psi with 428.1 gpm flowing. System demand = 101.64 psi with 1078.1 gpm flowing. Pressure available = 114.89 psi when 1078.1 gpm is flowing. Demand is below curve by 13.25 psi. (11.57.) n1111Te 1 PeAU -taVeM t-2 c 1 c to ( tidV,AS 8'T N) Sheet 3(1.1, Sprinkler Sygtems Design Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow VR1 Vic reducing coupling - flow reducing - one size difference VX1 Vic reducing coupling - flow expanding - one size difference B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. CDV Central Dry Pipe Valve Model AF or AG GV Gate valve UE Underground ASCA ninety degree elbow UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description AO Arm -over CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length SRIDRYMA 08/28/96 12:55pm Sheetj, Sprinkler Systems Design r Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. No. Code 1 2 3 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 45 46 47 49 104 105 108 109 110 AO1 A02 A03 CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL CMAL BU1 BU1 BU1 BU1 BU1 BU1 BU1 BU1 BU1 BU1 BU1 RI1 RI2 RI3 UG1 UG2 Raw data previous to any calculations Diam Length K:fac1 Kfac2 Press 1.104 1.104 1.104 3.356 3.356 3.356 2.154 2.154 2.154 2.154 2.154 2.154 2.154 2. 154 2.154 2.154 2.154 2.154 2.154 2.154 2.154 2.154 2.154 2.154 2.154 2. 154 3.356 3.356 3.356 3.356 3.356 3.356 3.356 3.356 3.356 3.356 3.356 3.356 4.328 4.328 4.328 4.328 4.328 4.328 5.860 8.270 2.0 5.6 4.5 5.6 6.0 5.6 39.5 13.0 11.5 5.6 17.5 5.6 15.1 5.6 10.5 A01 15.5 5.6 9.5 5.6 13.0 5.6 13.0 5.6 4.5 5.6 15.5 5.6 11.5 5.6 10.0 5.6 9.5 5.6 15.1 A02 15.5 5.6 11.5 5.6 9.0 5.6 19.0 5.6 8.0 A03 9.5 5.6 21.0 5.6 31.0 3.0 13.3 2.0 3.0 CMAL 9.5 9.5 6.6 1.0 14.3 14.3. 6.0 30.7 28.3 80.6 2.3 BU1 1.7 RI1 2.0 RI2 113.0 RI3 100.0 UG1 Elev Hose HW Vel Fittings 7.39 0.00 7.39 0.00 7.39 4.08 0.00 -3.00 0.00 000 7.39 0.00 7.39 0.00 7.39 -4.08 0.00 0.00 7.39 0.00 7.39 0.00 7.39 0.00 7.39 0.00 7.39 0.00 7.39 0.00 7.39 0.00 7.39 0.00 7.39 0.00 0.00 4.08 7.39 0.00 7.39 0.00 7.39 0.00 7.39 0.00 0.00 0.00 7.39 0.00 7.39 0.00 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9.50 0.00 9.50 0.00 0.00 0.00 0.00 0.00 -1.17 0.00 -1.17 0.00 -0.50 0.00 0.00 0.00 0.00 0.00 3.50 0.00 2.33 0.00 0.01 0.00 1.58 0.00 7.33 0.00 17.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.0 500.0 100 32 1T 10032 1T 100 32 1E,1T 100 32 2VE,1VT,1VR1 100 32 100 32 1E 100 32 1E 100 32 3E,1T 100 32 1E 100 32 2E 100 32 1E 100 32 100 32 100 32 1E 100 32 2E 100 32 100 32 1E 100 32 1T 100 32 3E 100 32 2E 100 32 100 32 1E 100 32 1E 100 32 100 32 100 32 3E,1VX1 100 32 1VE 100 32 1T 100 32 1T 100 32 100 32 1VE 100 32 100 32 1VE 100 32 1VE,2VT 100 32 100 32 100 32 100 32 2VE 100 32 1VT 100 32 1VE 100 32 3VE 120 32 1GV,1CDV,1VT 120 32 120 32 1B11,3VE 150 32 1GV,2UT3,1UE 140 32 1GV,1UT3 . SRIDRYMA 08/28/96 12:59pm Sheet ��� ~�/° Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Node Detail. DischargePressure Outlet Node (gpm) (psi) K -Value Source Elevation (ft) Comments 1 15.2 7.39 Orif= 5.60 54.99 2 15.2 7.39 Orif= 5.60 54.99 3 15.2 7.39 Orif= 5.60 54.99 11 - 33.46 50.91 12 32.0 32.67 Orif= 5.60 50.91 13 31.6 31.77 Orif= 5.60 50.91 14 28.2 25.27 Orif= 5.60 50.91 15 21.3 15.59 K= 5.39 A01 54.99 16 20.4 13.22 Orif= 5.60 54.99 17 18.1 10.45 Orif= 5.60 54.99 18 17.1 9.34 Orif= 5.60 54.99 19 16.5 8.65 Orif= 5.60 54.99 20 16.1 8.24 Orif= 5.60 54.99 21 15.9 8.10 Orif= 5.60 54.99 22 15.8 7.97 Orif= 5.60 54.99 23 15.8 7.96 Orif= 5.60 54.99 24 15.8 8.00 Orif= 5.60 54.99 25 15.2 8.18 K= 5.32 A02 54.99 26 18.2 10.58 Orif= 5.60 50.91 27 19.1 11.63 Orif= 5.60 50.91 28 19.8 12.46 Orif= 5.60 50.91 29 20.9 13.90 Orif= 5.60 50.91 30 19.9 17.48 K= 4.75 A03 50.91 31 24.5 19.10 Orif= 5.60 50.91 32 26.1 21.70 Orif= 5.60 50.91 33 - 34.21 50.91 34 - 35.72 50.91 35 - 37.83 47.91 36 - 39.06 47.91 37 - 39.14 47.91 38 - 40.70 47.91 39 - 46.56 38.41 40 - 53.42 28.91 41 - 60.90 28.91 42 - 61.08 28.91 43 - 63.19 30.08 45 - 65.31 31.25 46 - 68.21 31.75 47 - 70.70 31.75 49 - 72.57 31.75 104 - 79.46 28.25 105 - 83.14 25.92 108 - 83.21 25.91 109 150.0 88.42 Hose R%3 24.33 110 500.0 93.37 Hose UG1 17.00 111 - 101.64 0.00 ' SRIDRYMA 08/28/96 12:59pm Sheet (,►�Y Sprinkler Systems Design Sprinkler Systems Hydraulic Flc'w Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 1 1.10 Fit= 2 1.10 Fit= 3 1.10 Fit= 10 3.36 Fit= 11 3.36 12 3.36 Fit= 13 2.15 Fit= 14 2.15 Fit= 15 2.15 Fit= 16 2.15 Fit= 17 2.15 Fit= 18 2.15 19 2.15 20 2.15 Fit= 21 2.15 Fit= 22 2.15 23 2.15 Fit= 24 2.15 Fit= 25 2.15 Fit= 26 2.15 Fit= 27 2.15 28 2.15 Fit= 29 2.15 Fit= 30 2.15 2.0 6.6 0.00 15.2 0.0858 0.56 5.1 1 15 7.39 15.59 4.6 1T 4.5 9.1 0.00 15.2 0.0858 0.78 5.1 2 25 7.39 8.18 4.6 1T 6.0 12.4 4.08 15.2 0.0858 1.06 5.1 3 30 7.39 17.48 6.4 1E 1T 39.5 71.5 -3.00 236.7 0.0612 4.38 8.6 37 11 39.14 33.46 32.0 2VE 1VT 1VR1 13.0 13.0 0.00 236.7 0.0612 0.80 8.6 11 12 33.46 32.67 11.5 19.2 0.00 204.7 0.0468 0.90 7.4 12 13 32.67 31.77 7.7 1E 17.5 21.9 0.00 173.2 0.2974 6.50 15.2 13 14 31.77 25.27 4.4 1E 15.1 36.9 -4.08 145.0 0.2142 7.90 12.8 14 15 25.27 15.59 21.8 3E 1T 10.5 14.9 0.00 123.7 0.1597 2.37 10.9 15 16 15.59 13.22 4.4 1E 15.5 24.2 0.00 103.4 0.1145 2.77 9.1 16 17 13.22 10.45 8.7 2E 9.5 13.9 0.00 85.3 0.0802 1.11 7.5 17 18 10.45 9.34 4.4 1E 13.0 13.0 0.00 68.1 0.0530 0.69 6.0 18 19 9.34 8.65 13.0 13.0 0.00 51.7 0.0317 0.41 4.5 19 20 8.65 8.24 4.5 8.9 0.00 35.6 0.0159 0.14 3.1 20 21 8.24 8.10 4.4 1E 15.5 24.2 0.00 19.7 0.0053 0.13 1.7 21 22 8.10 7.97 8.7 2E 11.5 11.5 0.00 3.9 0.0003 0.00 0.3 22 23 7.97 7.96 10.0 14.4 0.00 12.0 0.0021 0.03 1.1 23 24 7.96 8.00 4.4 1E 9.5 18.2 0.00 27.8 0.0101 0.18 2.4 24 25 8.00 8.18 8.7 1T 15.1 28.2 4.08 43.0 0.0226 0.64 3.8 25 26 8.18 10.58 13.1 3E 15.5 24.2 0.00 61.2 0.0434 1.05 5.4 26 27 10.58 11.63 8.7 2E 11.5 11.5 0.00 80.3 0.0718 0.83 7.1 27 28 11.63 12.46 9.0 13.4 0.00 100.1 0.1079 1.44 8.8 28 29 12.46 13.90 4.4 1E 19.0 23.4 0.00 121.0 0.1532 3.58 10.7 29 30 13.90 17.48 4.4 1E 8.0 8.0 0.00 140.9 0.2029 1.62 12.4 30 31 17.48 19.10 -SRIDRYMA 08/28/96 1:0Opm Sheet 74z Sprinkler Systems Design Sprinkler Systems Hydraulic Flaw Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Pipe Diam Len Len No. (inch) (Ft) (Ft) Elev Head (Ft) Fric Fric Flow Loss Lass Vel Nodes (Gpm)(Psi/Ft)(Psi)(Fps) Beg End Press @ Beg (Psi) Press @ End (Psi) 31 2.15 32 2.15 Fit= 33 3.36 Fit= 34 3.36 Fit= 35 3.36 Fit= 36 3.36 37 3.36 Fit= 38 3.36 39 3.36 Fit= 40 3.36 Fit= 41 3.36 42 3.36 43 3.36 45 3.36 Fit= 46 4.33 Fit= 47 4.33 Fit= 49 4.33 Fit= 104 4.33 Fit= 105 4.33 108 4.33 Fit= 109 5.86 Fit= 110 8.27 Fit= 9.5 9.5 0.00 165.3 0.2730 2.59 14.6 31 32 21.0 14.0 31.0 5.5 3.0 16.6 13.3 16.6 2.0 35.0 3E 1VX1 36.5 1VE 19.6 1T 29.9 1T 2.0 3.0 8.5 5.5 1VE 9.5 9.5 9.5 15.0 5.5 1VE 6.6 40.8 34.2 1VE 2VT 1.0 1.0 0.00 0.00 19.10 21.70 191.4 0.3580 12.51 16.9 32 33 21.70 34.21 191.4 0.0413 1.51 6.9 33 34 34.21 35.72 35.72 37.83 37.83 39.06 39.06 39.14 37 38 39.14 40.70 38 39 40.70 46.56 46.56 53.42 428.1 0.1831 7.48 15.5 40 41 53.42 60.90 428.1 0.1831 0.18 15.5 41 42 60.90 61.08 61.08 63.19 63.19 65.31 428.1 0.1831 3.12 15.5 45 46 65.31 68.21 68.21 70.70 70.70 72.57 72.57 79.46 428.1 0.0379 2.67 9.3 104 105 79.46 83.14 428.1 0.0379 0.06 9.3 105 108 83.14 83.21 428.1 0.0379 1.17 9.3 108 109 83.21 88.42 578.1 0.0100 1.78 6.9 109 110 88.42 93.37 1078.1 0.0067 0.91 6.4 110 111 93.37 101.64 3.00 191.4 0.0413 0.81 6.9 34 35 0.00 191.4 0.0413 1.23 6.9 35 36 0.00 191.4 0.0413 0.08 6.9 36 37 0.00 428.1 0.1831 1.56 15.5 9.50 428.1 0.1831 1.74 15.5 9.50 428.1 0.1831 2.75 15.5 39 40 0.00 0.00 14.3 14.3 -1.17 428.1 0.1831 2.62 15.5 42 43 14.3 14.3 -1.17 428.1 0.1831 2.62 15.5 43 45 6.0 11.1 30.7 16.2 28.3 6.9 80.6 20.7 2.3 68.3 1.7 17.1 2VE 46.9 1VT 35.2 1VE 101.3 3VE 70.6 1GV 1CDV 1.7 -0.50 0.00 428.1 0.0531 2.49 9.3 46 47 0.00 428.1 0.0531 1.87 9.3 47 49 3.50 428.1 0.0531 5.38 9.3 49 104 2.33 1VT 0.01 2.0 31.0 1.58 29.0 1B11 3VE 113.0 178.2 7.33 65.2 1GV 2UT3 1UE 100.0 136.0 17.00 36.0 1GV 1UT3 . SRIQRYMA 08/28/96 12: 56pm Sheet Oily ly Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Arm -over 1 A 2.0 PT 7.39 1 15.2=5.60(7.39)^.5 F 4.6 PE 0.00 1 15.2 1.10 1T T 6.6 0.08581 PF 0.56 PT 7.95 15 Arm -over 2 A 4.5 PT 7.39 2 15.2=5.60(7.39)^.5 F 4.6 PE 0.00 15.2 1.10 1T T 9.1 0.08581 PF 0.78 Arm -over 3 A 6.0 PT 7.39 3 5.10 5.10 Notes C = 100 Bl Jct C = 100 Bl Jct C = 100 15.2=5.60(7.39)^.5 F 6.4 PE 1.77 (EL= 4.08 ft) 3 15.2 1.10 1E 1T T 12.4 0.08581 PF 1.06 5.10 'SRI'DRYMA 08/28/96 12:56pm Sheet 9/11, Sprinkler Systems Design Sprinkler Systems Hydraulic Flaw Calculations SUNSHINE RIDGE C=:ONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Lass Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Clockwise (K -Factor @ split=5.60) C = 100 A 10.0 PT 7.96 23 Split Point F 4.4 PE 0.00 23 12.0 2.15 1E T 14.4 0.00212 PF 0.03 1.05 A 9.5 PT 8.00 24 15.8=5.60(8.00)^.5 F 8.7 PE 0.00 24 27.8 2.15 1T T 18.2 0.01008 PF 0.18 2.45 A 15.1 PT 8.18 25 A02 15.2=5.32(8.18)'`.5 F 13.1 PE 1.77 (EL= 4.08 ft) 25 43.0 2.15 3E T 28.2 0.02260 PF 0.64 3.79 A 15.5 PT 10.58 26 18.2=5.60(10.58)^.5 F 8.7 PE 0.00 26 61.2 2.15 2E T 24.2 0.04344 PF 1.05 5.39 A 11.5 PT 11.63 27 19.1=5.60(11.63)".5 F 0.0 PE 0.00 27 80.3 2.15 T 11.5 0.07180 PF 0.83 7.07 A 9.0 PT 12.46 28 19.8=5.60(12.46)'.5 F 4.4 PE 0.00 28 100.1 2.15 1E T 13.4 0.10787 PF 1.44 8.81 A 19.0 PT 13.90 29 20.9=5.60(13.90)".5 F 4.4 PE 0.00 29 121.0 2.15 1E T 23.4 0.15316 PF 3.58 10.65 A 8.0 PT 17.48 30 A03 19.9=4.75(17.48)^.5 F 0.0 PE 0.00 30 140.9 2.15 T 8.0 0.20295 PF 1.62 12.40 A 9.5 PT 19.10 31 24.5=5.60(19.10)^.5 F 0.0 PE 0.00 31 165.3 2.15 T 9.5 0.27297 PF 2.59 14.56 A 21.0 PT 21.70 32 26.1=5.60(21.70)^.5 F 14.0 PE 0.00 32 191.4 2.15 3E 1VX1 T 35.0 0.35796 PF 12.51 16.85 A 31.0 PT 34.21 33 F 5.5 PE 0.00 33 191.4 3.36 1VE T 36.5 0.04130 PF 1.51 6.94 A 3.0 PT 35.72 34 F 16.6 PE 1.30 (EL= 3.00 ft) 34 191.4 3.36 1T T 19.6 0.04130 PF 0.81 6.94 A 13.3 PT 37.83 35 F 16.6 PE 0.00 35 191.4 3.36 1T T 29.9 0.04130 PF 1.23 6.94 A 2.0 PT 39.06 36 F 0.0 PE 0.00 36 191.4 3.36 T 2.0 0.04130 PF 0.08 6.94 PT 39.14 37 Loop Jct SRIDRYMA 08/28/96 12:57pm Sheet 410. Sprinkler Systems Design Sprinkler Systems Hydraulic Flaw Calculations SUNSHINE RIDGGE CONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Counter -Clockwise (K -Factor @ split=5.60) C = 100 A 11.5 PT 7.96 23 Split Point F 0.0 PE 0.00 22 3.9 2.15 T 11.5 0.00026 PF 0.00 0.34 A 15.5 PT 7.97 22 15.8=5.60(7.97).".5 F 8.7 PE 0.00 21 19.7 2.15 2E T 24.2 0.00531 PF 0.13 1.73 A 4.5 PT 8.10 21 15.9=5.60(8.10).%5 F 4.4 PE 0.00 20 35.6 2.15 1E T 8.9 0.01593 PF 0.14 3.13 A 13.0 PT 8.24 20 16.1=5.60(8.24).".5 F 0.0 PE 0.00 19 51.7 2.15 T 13.0 0.03174 PF 0.41 4.55 A 13.0 PT 8.65 19 16.5=5.60(8.65)".5 F 0.0 PE 0.00 18 68.1 2.15 T 13.0 0.05296 PF 0.69 6.00 A 9.5 PT 9.34 18 17.1=5.60(9.34)".5 F 4.4 PE 0.00 17 85.3 2.15 1E T 13.9 0.08017 PF 1.11 7.51 A 15.5 PT 10.45 17 18.1=5.60(10.45)-".5 F 8.7 PE 0.00 16 103.4 2.15 2E T 24.2 0.11447 PF 2.77 9.10 A 10.5 PT 13.22 16 20.4=5.60(13.22)^.5 F 4.4 PE 0.00 15 123.7 2.15 1E T 14.9 0.15966 PF 2.37 10.89 A 15.1 PT 15.59 15 AO1 21.3=5.39(15.59)^.5 F 21.8 PE 1.77 (EL= 4.08 ft) 14 145.0 2.15 3E 1T T 36.9 0.21416 PF 7.90 12.77 A 17.5 PT 25.27 14 28.2=5.60(25.27)•".5 F 4.4 PE 0.00 13 173.2 2.15 1E T 21.9 0.29736 PF 6.50 15.24 A 11.5 PT 31.77 13 31.6=5.60(31.77)^.5 F 7.7 PE 0.00 12 204.7 3.36 1E T 19.2 0.04677 PF 0.90 7.42 A 13.0 PT 32.67 12 32.0=5.60(32.67)^.5 F 0.0 PE 0.00 11 236.7 3.36 T 13.0 0.06119 PF 0.80 8.59 A 39.5 PT 33.46 11 F 32.0 PE 1.30 (EL= 3.00 ft) 10 236.7 3.36 2VE 1VT T 71.5 0.06119 PF 4.38 8.59 1VR1 PT 39.14 37 Loop Jct (Balance Accuracy = 39.14 - 39.14 = 0.00) SRIDRYMA 08/28/96 12:57pm Sprihklell- Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet ��1 SUNSHINE RIDGE CONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting No (gpm) (inch)' and Dev Bulk ==== 428.1=68.43(39.14)^.5 37 428.1 3.36 1VE 38 428.1 3.36 39 428.1 3.36 40 428.1 3.36 41 428.1 3.36 42 428.1 3.36 43 428.1 3.36 45 428.1 3.36 46 428.1 4.33 47 428.1 4.33 49 428.1 4.33 Riser 1VE 1VE 2VT 2VE 1VT 1VE 3VE A F 104 428.1 4.33 1GV 1CDV T 1VT Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) 3.0 5.5 8.5 9.5 0.0 9.5 9.5 5.5 15.0 6.6 34.2 40.8 1.0 0.0 1.0 14.3 0.0 14.3 14.3 0.0 14.3 6.0 11.1 17.1 30.7 16.2 46.9 28.3 6.9 35.2 80.6 20.7 101.3 PT PE 0.18312 PF PT PE 0.18312 PF PT PE 0.18312 PF PT PE 0.18312 PF PT PE 0.18312 PF PT PE 0.18312 PF PT PE 0.18312 PF PT PE 0.18312 PF PT PE 0.05306 PF PT PE 0.05306 PF PT PE 0.05306 PF PT 2.3 PT 68.3 PE 70.6 0.03787 PF PT 39.14 37 0.00 1.56 40.70 38 4.11 1.74 46.56 39 4.11 2.75 53.42 40 0.00 7.48 60.90 41 0.00 0.18 61.08 42 -0.51 2.62 63.19 43 -0.51 2.62 65.31 45 -0.22 3.12 68.21 46 0.00 2.49 70.70 47 0.00 1.87 72.57 49 1.52 5.38 79.46 104 15.53 15.53 15.53 15.53 15.53 Notes C = 100 Loop Jct (EL= 9.50 ft) (EL= 9.50 ft) (EL= 15.53 (EL= 15.53 (EL= 15.53 9.34 9.34 9.34 79.46 104 1.01' 2.67 9.34 -1.17 ft) -1.17 ft) -0.50 ft) (EL= 3.50 ft) Top of Riser C = 120 Top of Riser (EL= 2.33 ft) 83.14 105 B.O.R. SRIDRYMA 08/28/96 12:58pm Sheet �� � �t Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A MANSARD DRY LOOP REMOTE AREA # 8 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser C = 120 A 1.7 PT 83.14 105 Top of Riser F 0.0 PE 0.00 (EL= 0.01 ft) 105 428.1 4.33 T 1.7 0.03787 PF 0.06 9.34 PT 83.21 108 B.O.R. Riser C = 120 A 2.0 PT 83.21 108 Top of Riser F 29.0 PE 0.68 (EL= 1.58 ft) 108 428.1 4.33 1B11 3VE T 31.0 0.03787 PF 4.52 9.34 1B11 = 3.35# PT 88.41 109 B.O.R. Under ground C = 150 A 113.0 PT 88.42 109 B.O.R. 150.0 gpm = Hose F 65.2 PE 3.17 (EL= 7.33 ft) 109 578.1 5.86 1GV 2UT3 T 178.2 0.00999 PF 1.78 6.88 1UE PT 93.37 110 Under ground C = 140 A 100.0 PT 93.37 110 B.O.R. 500.0 gpm = Hose F 36.0 PE 7.36 {EL= 17.00 ft) 110 1078.1 8.27 1GV 1UT3 T 136.0 0.00671 PF 0.91 6.44 PT 101.64 111 Supply Jct Available flow at 101.64 psi is 2644.1 gpm which is 1566.0 gpm from curve. Supply pressure available with 1078.1 gpm flowing is 114.89 psi, J^' „k Sprinkler Systems Design . . 106DeriSk9 PROJECT INFORMATION Date 09/30/96 Job: TRIDWET9 Job_ SUNSHINE RIDGE CONDOMINIUM BLDG 15 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Occupancy LIGHT HAZARD/RESIDENCES Density 0.10 gpm/sq.ft. Area of Operation 1500 square feet Area per Sprinkler _ _ 225 SF MAX P/SPRINKLER Number of Sprinklers Calculated: 14 heads Authority having Jurisdiction_ NFPA-13 Hose _ _ _ _ 150.0 gpm Inside Hose, 500.0 gpm Outside Hose System type_ Wet Water Supply _ 118.00 psi Static, 115.00 psi Residual @ 1057.0 gpm Sprinklers _ CENTRAL MOD.GB 1/2&3/8 RECESSED PENDENT Demand_ _ CALCULATION SUMMARY _ _ _ 89.08 psi @ 211.1 qpm @ B.O.R. 101.06 psi @ 861.1 gpm @ Supply 115.95 psi available @ 861.1 gpm Demand is below curve by 14.89 psi Notes: PROGRAM: 'HybroCalc' by Micro Space Systems P.O. Box 5069, Glacier, WA 98244-5069 (800) 334-6263 . TRIDWETS C5/3O/9E 4: 0lpm Sheet 2.4(S (Wd) MO 11 CD12 es cri L3 3 W CO 3 3 3 CO CO 3 3 N Q1 3 m Qw 3 3 3 co Pressure (PSI) W .A . U1. • 01 -4 O t0 3 e 3 3 3 ! : f .. Static = 118.00 psi. Residual = 115.00 psi at a flaw of 1057.0 qpm. Demand at BOR = 89.08 psi with 211.1 qpm flowing. System demand = 101.06 psi with 861.1 qpm flowing. Pressure available = 115.95 psi when 861.1 qpm is flowing. Demand is below curve by 14.89 psi. (12.87.) an,anD inom icre Hent) ,aaeM { gidV45 G8' T Sprinkler Systems Design Description of Fitting abbreviations Code Description Sheet *�/ �� C T Tee E Ninety degree elbow VE Victaulic ninety degree elbow VR1 Vic reducing coupling - flow reducing - one size difference PT Plastic Tee PE Plastic 90 degree Elbow PTR Plastic Tee.flow thru run PZE Poz-Lok Elbow PZT Poz-Lok Tee, B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT3 Underground ASCA tee: flow in bull, out one run only Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length TRIDWET9 09/30/96 4:04pm SprLnklgr' Systems Design Sprinkler Systems Hydraulic Flaw Calculations Sheet 'Vic SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Raw data previous to any calculations No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.000 0.5 2.7 7.00 -0.50 0.0 120 32 1PZT 2 DR2 1.000 0.5 5.6 7.12 -0.50 0.0 120 32 1PZT 3 A03 1.000 0.5 DR1 0.00 0.00 0.0 120 32 1PZT 4 A04 1.000 1.3 DR2 0.00 0.00 0.0 120 32 1PZT 5 A05 1.000 2.0 DR2 0.00 0.00 0.0 120 32 1PZT 6 A06 1.000 2.5 DR2 0.00 0.00 0.0 120 32 1PZT 7 A07 1.000 0.5 DR2 0.00 0.00 0.0 120 32 1PZT 8 A08 1.000 0.0 DR2 0.00 0.00 0.0 120 32 1PZT 9 A09 1.000 0.0 DR2 0.00 0.00 0.0 120 32 1PZT 10 CMCL 2.154 52.3 0.00 0.00 0.0 120 32 1E 16 CMCL 2.154 4.0 DR1 0.00 0.00 0.0 120 32 1T 17 CMCL 1.560 9.6 BL1 0.00 0.00 0.0 120 32 20 CMCL 1.560 4.0 BL4 0.00 0.00 0.0 120 32 21 CMCL 1.560 9.5 BL2 0.00 0.00 0.0 120 3' 1PZT 22 CMCL 1.560 5. 2 BL3 0.00 0.00 0.0 120 ,D- 23 23 CMCL 1.560 23.9 A08 0.00 0.00 0.0 120 32 1PZT 26 CMCL 1.560 10.0 0.00 0.00 0.0 120 32 1PZT 28 CMCL 1.560 14.6 0.00 0.00 0.0 120 32 30 CMCL 1.560 4.0 0.00 0.00 0.0 120 32 1PZT 31 CMCL 1.560 29.2 0.00 0.00 0.0 120 32' 1PZT 35 CMCL 1.5607.0 0.00 0.00 0.0 120 3' 1PZT 39 CMCL 2.154 34.3 0.00 0.00 0.0 120 32 1T 47 BU 1 2.154 8.6 CMCL 0.00 2.00 0.0 120 32 2VE, 1 VR 1 51 BL1 1.000 7.0 DP1 0.00 0.00 0.0 120 3 54 BL1 1.000 6.7 A03 0.00 0.00 0.0 120 3. 55 BL1 1.230 11.0 A04 0.00 0.00 0.0 120 32 57 BL1 1.230 14.2 A05 0.00 4.10 0.0 120 32 1PZT 61 BL2 1.000 16.0 DP1 0.00 0.00 0.0 120 32 1PZT 64 BL2 1.000 14.0 A06 0.00 0.00 0. 0 120 32 67 BL2 1.230 12.7 A07 0.00 4. 10 0.0 120 32' 1PZT, 2PZE 71 BL3 1.230 17.6 DR2 0.00 0.00 0.0 120 32 1PZE 73 BL3 1.230 12.3 A08 0.00 0.00 0.0 120 32 1PZT 74 BL3 1.230 0.8 0.00 0.00 0.0 120 32 75 BL3 1.560 15.9 DP2 0.00 4.10 0.0 120 32 1PZT,3PZE 81 BL4 1.000 11.5 A09 0.00 0.00 0.0 120 32 82 BL4 1.000 3.' A03 0.00 0.00 0.0 120 32 1F'ZT 91 BU1 2.154 1.5 0.00 0.00 0.0 120 32 16V, 1 VE 92 BU1 2.154 9.3 0.00 9.33 0.0 120 32' 93 BU1 2.154 9.3 0.00 8.50 0.0 120 32 1VE.1VR1 94 BU1 2.423 101.0 0.00 -0.34 0.0 150 32 6PE. 1F'T, 7PTF 96 BU1 3.356 5.1 0.00 5.08 0.0 120 32 2VE 104 PI1 3.356 0.9 BU1 0.00 2.29 0.0 120 32 1VE 105 PI2 3.356.1 PI1 0.00 0.01 0.0 120 32 108 PI3 3.356 0.0 P12 0.00 0.54 0.0 120 32 1811, 1VE 109 UG 1 4.070 73.0 P. 13 0.00 2.33 150.0 150 32 2UT3, 'SUE, 1 G 110 UG2 8.270 100.0 UcG 1 0.00 17.00 500.0 140 3' 1 GV, 1 UT3 TfIDWET9 09/30/96 4:09pm Sheet qi s - Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Discharge Node Detail Pressure Outlet Node (gpm) (psi) K -Value Source Elevation (ft) Comments 1 7.2 7.00 Orif= 2.70 50.34 2 15.0 7.12 Orif= 5.60 50.34 3 7.2 6.92 K.= 2.74 DR1 50.84 4 15.0 7.43 K= 5.50 DR2 50.84 5 15.0 7.43 K= 5.50 DR2 50.84 6 15.0 7.43 K= 5.50 DR2 50.84 7 15.0 7.43 K= 5.50 DR2 50.84 8 15.0 7.43 K= 5.50 DR2 50.84 9 15.0 7.43 K= 5.50 DR2 46.74 16 13.6 24.70 K= 2.74 DR1 46.74 17 - 22.19 46.74 20 - 19.05 46.74 21 - 18.43 46.74 22 - 18.01 46.74 23 22.8 18.20 0 t:= 5.33 A08 46.74 26 - 21.66 46.74 28 - 23.61 46.74 30 - 25.19 46.74 31 - 26.49 46.74 35 - 30.52 46.74 39 - 34.31 46.74 47 35.36 46.74 51 7.4 7.25 K= 2.74 DR1 50.84 54 7.4 7.43 F.= 2.71 A03 50.84 5J 15.0 8.06 f:.= 5.28 A04 50.84 57 16.2 9.43 K= 5.27 A05 50.84 61 7.6 7.60 K= 2.74 DR 1 50.84 64 15.0 8.16 I<::= 5.25 A06 50.84 67 17.7 11.04 K= 5.32 A07 50.84 71 15.0 7.43 K= 5.50 DR2 50.84 73 15.2 8.16 N:.= 5.33 A08 50.84 74 - 10.64 50.84 75 18.0 0 10.74 F= 5.50 DP2 50.84 81 15.0 7.91 I :.= 5.33 A09 46.74 82 8.2 9.02 t'•.= 2.71 A03 46.74 91 - 42.19 44.74 92 - 44.34 44.74 93 - 51.22 35.41 94 - 59.77 26.91 96 - 02.36 27.25 104 - 85.29 22.17 105 86.59 19.88 108 - 86.67 19.87 109 150.0 09.08 Hose R13 19.33 110 • 500.0 93.09 Hose UG 1 17.00 111 - 101.06 0.00 Spri:nklet Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Eley Fric Fric Press Pres Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ Er No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi 1 1.00 0.5 5.5 -0.50 7.2 0.0245 0.13 2.9 1 3 7.00 6.S Fit= 5.0 1PZT. 2 1.00 0.5 5.5 -0.50 15.0 0.0958 0.53 6.1 2 4 7.12 7.4 Fit= 5.0 1PZT* 3 1.00 0.5 5.5 0.00 7.2 0.0248 0.14 2.9 3 54 6.92 7.4 Fit= 5.0 1PZT 4 1.00 1.5 6.5 0.00 15.0 0.0965 0.63 6.1 4 55 7.43 8.0 Fit= 5.0 1PZT 5 1.00 2.0 7.0 0.00 15.0 0.0965 0.68 6.1 5 57 7.43 9.4 Fit= 5.0 1PZT 6 1.00 2.5 7.5 0.00 15.0 0.0965 0.72 6.1 6 64 7.43 8.1 Fit= 5.0 1PZT 7 1.00 0.5 5.5 0.00 15.0 0.0965 0.53 6.1 7 67 7.43 11.0 Fit= 5.0 1PZT 8 1.00 0.0 5.0 0.00 15.0 0.0965 0.48 6.1 8 73 7.43 8.1 Fit= 5.0 1PZT 9 1.00 0.0 5.0 0.00 15.0 0.0965 0.48 6.1 9 81 7.43 7.E Fit= 5.0 1PZT 10 2.15 52.3 58.4 0.00 159.6 0.1825 10.66 14.0 47 16 35.36 24.7 Fit= 6.1 1E 16 2.15 4.0 16.2 0.00 146.0 0.1547 2.51 12.9 16 17 24.70 22.1 Fit= 12.2 1T 17 1.56 9.6 9.6 0.00 93.6 0.3274 3.14 15.7 17 20 22.19 19.{ 20 1.56 4.0 4.0 0.00 62.8 0.1563 0.63 10.5 20 21 19.05 18.4 21 1.56 9.5 17.5 0.00 22.6 0.0236 0.41 3.8 21 22 18.43 18.0 Fit= 8.0 1PIT 22 1.56 5.2 5.2 0.00 20.7 0.0368 0.19 4.8 22 23 18.01 18.: 23 1.56 23.9 31.9 0.00 51.5 0.1083 3.46 8.6 23 26 18.20 21.E Fit= 8.0 1PZT 26 1.56 10.0 18.0 0.00 51.5 0.1083 1.95 8.6 26 28 21.66 23.E Fit= 8.0 1PZT 28 1.56 14.6 14.6 0.00 51.5 0.1083 1.58 8.6 28 30 23.61 25.1 30 1.56 4.0 12.0 0.00 51.5 0.1083 1.30 8.6 30 31 25.19 26.4 Fit= 8.0 1PZT 31 1.56 23.2 37.2 0.00 51.5 0.1083 4.03 8.6 31 35 26.49 30.t Fit= 8.0 lPZT 35 1.56 27.0 35.0 0.00 51.5 0.1083 3.79 8.6 35 39 30.52 34.: Fit= 8.0 1PZT 39 2.15 34.3 46.5 0.00 51.5 0.0225 1.05 4.5 39 47 34.31 35.Z Fit= 12.2 1T 47 2.15 8.6 19.5 2.00 211.1 0.3062 5.97 18.6 47 91 35.36 42.1 Fit= 10.9 2VE 1VR1 51 1.00 7.0 7.0 0.00 7.4 0.0259 0.18 3.0 51 54 7.25 7.4 Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) . 54 1.00 6.7 6.7 0.00 14.8 0.0936 0.63 6.0 54 55 7.43 8.06 55 1.23 11.0 11.\0 0.00 29.8 0.1250 1.38 8.0 55 57 8.06 9.43 57 1.23 14.2 21.2 '4.10 46.0 0.2792 5.92 12.4 57 17 9.43 22.19 Fit= 7.0 1PZT 61 1.00 16.0 21.0 0.00 7.6 0.0271 0.57 3.1 61 64 7.60 8.16 Fit= 5.0 1PZT 64 1.00 14.0 14.0 0.00 22.6 0.2052 2.87 9.2 64 67 8.16 11.04 67 1.23 12.7 25.7 4.10 40.2 0.2182 5.61 10.9 67 21 11.04 18.43 Fit= 13.0 1PZT 2PZE 71 1.23 17.6 20.6 0.00 15.0 0.0352 0.73 4.1 71 73 7.43 8.16 Fit= 3.0 1PZE 73 1.23 12.3 19.3 0.00 30.2 0.1287 2.48 8.2 73 74 8.16 10.64 Fit= 7.0 1PZT 74 1.23 0.8 0.8 0.00 30.2 0.1287 0.10 8.2 74 75 10.64 10.74 75 1.56 15.9 35.9 4.10 48.3 0.0961 3.45 8.1 75 22 10.74 18.01 Fit= 20.0 1PZT 3PZE 81 1.00 11.5 11.5 0.00 15.0 0.0965 1.11 6.1 81 82 7.91 9.02 82 1.00 3.2 8.2 0.00 23.2 0.2152 1.76 9.5 82 20 9.02 19.05 Fit= 5.0 1PZT 91 2.15 1.5 7.0 0.00 211.1 0.3062 2.14 18.6 91 92 42.19 44.34 Fit= 5.5 1GV 1VE 92 2.15 9.3 9.3 9.33 211.1 0.3062 2.85 18.6 92 93 44.34 51.22 93 2.15 9.3 15.9 8.50 211.1 0.3062 4.87 18.6 93 94 51.22 59.77 Fit= 6.6 1VE 1VR1 94 2.42 101.0 199.0 -0.34 211.1 0.1143 22.74 14.7 94 96 59.77 82.36 Fit= 98.0 SPE 1PT 7PTR 96 3.36 5.1 20.6 5.08 211.1 0.0353 0.73 7.7 96 104 82.36 85.29 Fit= 15.5 2VE 104 3.36 0.9 8.6 2.29 211.1 0.0353 0.31 7.7 104 105 85.29 86.59 Fit= 7.7 1VE 105 3.36 2.1 2.1 0.01 211.1 0.0353 0.07 7.7 105 108 86.59 86.67 108 3.36 0.0 7.7 0.54 211.1 0.0353 0.27 7.7 108 109 86.67 89.08 Fit= 7.7 1B11 1VE 109 4.07 73.0 121.6 2.33 361.1 0.0247 3.00 8.9 109 110 89.08 93.09 Fit= 48.6 2UT3 2UE 1GV 110 8.27 100.0 136.0 17.00 861.1 0.0044 0.60 5.1 110 111 93.09 101.06 .Fit= 36.0 10V 1UT3 TRIDWET9 09/30/96 4:05pm Sheet 205 . Sotqnklet- Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 0.5 PT 7.00 1 7.2=2.70(7.00)^.5 F 5.0 PE -0.22 (EL= -0.50 ft) 1 7.2 1.00 1PZT T 5.5 0.02446 PF 0.13 2.92 PT 6.92 3 81 Jct Drop 2 2 K -factor for drop' 1 = 7.2/(6.92)^.5 = 2.74 at Hyd Ref Pts 3 51 61 16 A 0.5 PT 7.12 2 15.0=5.60(7.12)^.5 F 5.0 PE -0.22 15.0 1.00 1PZT T 5.5 0.09580 PF 0.53 PT 7.43 4 K -factor for drop 2 = 15.0/(7.43)^.5 = 5.50 at Hyd Ref Pts 4 5 6 7 8 9 71 75 6.10 C = 120 (EL= -0.50 ft) 81 Jct Arm -over 3 C = 120 A 0.5 PT 6.92 3 DR1 7.2=2.74(6.92).5 F 5.0 PE 0.00 3 7.2 1.00 1PZT T 5.5 0.02481 PF 0.14 2.94 PT 7.05 54 81 Jct K -factor for arm -over 3 = 7.2/(7.05)^.5 = 2.71 at Hyd Ref Pts 54 82 Arm -over 4 A 1.5 PT 7.43 4 15.0=5.50(7.43)^.5 F 5.0 PE 0.00 4 15.0 1.00 1PZT T 6.5 0.09647 PF 0.63 PT 8.06 55 K -factor for arm -over 4 = 15.0/(8.06).5 = 5.28 6.13 C = 120 DR2 Bl Jct Arm -over 5 C = 120 A 2.0 PT 7.43 5 DR2 15.0=5.50(7.43)^.5 F 5.0 PE 0.00 5 15.0 1.00 1PZT T 7.0 0.09647 PF 0.68 6.13 PT 8.11 57 81 Jct K -factor -for arm -over 5 = 15.0/(8.11)^.5 = 5.27 TRIDWET9 09/30/96 4:05pm Sheet Sor'nklet Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG'A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (qpm) (inch) and Dew (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 6 C = 120 A 2.5 PT 7.43 6 DR2 15.0=5.50(7.43)^"5 F 5.0 PE 0.00 6 15.0 1.00 1PZT T 7.5 0.09647 PF 0.72 6.13 PT 8.15 64 81 Jct K -factor for armAover 6 = 15.0/(8.15)^.5 = 5.25 Arm -over 7 C = 120 A 0.5 PT 7.43 7 DR2 15.0=5.50(7.43)^.5 F 5.0 PE 0.00 7 15.0 1.00 1PZT T 5.5 0.09647 PF 0.53 6.13 PT 7.96 67 Bl Jct K -factor for arm -over 7 = 15.0/(7.96)^.5 = 5.32 Arm -over 8 C = 120 A 0.0 PT 7.43 8 DR2 15.0=5.50(7.43)^.5 F 5.0 PE 0.00 8 15.0 1.00 1PZT T 5.0 0.09647 PF 0.48 6.13 PT 7.91 73 81 Jct K -factor for arm -over 8 = 15.0/(7.91)^.5 = 5.33 at Hyd Ref Pts 73 Arm -over 9 C = 120 A 0.0 PT 7.43 9 DR2 15.0=5.50(7.43)^.5 F 5.0 PE 0.00 9 15.0 1.00 1PZT T 5.0 0.09647 PF 0.48 6.13 PT 7.91 81 81 Jct K -factor for arm -over 9 = 15.0/(7.91)^.5 = 5.33 . Sor^nk10 Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hwd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 (Beginning pressure increased due to Hyd Ref Pt 55) C = 120 A 7.0 PT 7.25 51 DR1 7°4=2.74(7.25)^.5 F 0.0 PE 0.00 51 7.4 1.00 T 7.0 0.02591 PF 0.18 3.01 A 6:7 PT 7.43 54 A03 7.4=2.71(7.43)^.5 F 0.0 PE 0.00 54 14.8 1.00 ^ T 6.7 0.09363 PF 0.63 6.03 A 11.0 PT 8.06 55 A04 15.0=5.28(8.06)^.5 ' F 0.0 PE 0.00 55 29.8 1.23 T 11.0 0.12504 PF 1.38 8.04 A 14.2 PT 9.43 57 A05 16.2=5.27(9.43)^.5 F 7.0 PE 1.78 (EL= 4.10 ft) 57 46.0 1.23 1PZT T 21.2 0.27919 PF 5.92 12.40 PT 17.13 17 Cross main Jct K -factor for branchline no. 1 = 46.0/(17.13)^.5 = 11.12 Branchline No. 2 C = 120 A 16.0 PT 7.60 61 DR1 7.6=2.74(7.60)^.5 F 5.0 PE 0.00 61 7.6 1.00 1PZT T 21.0 0.02706 PF 0.57 3.08 A 14.0 PT 8.16 64 A06 15.0=5.25(8.16)^.5 F 0.0 PE 0.00 64 22.6 1.00 T 14.0 0.20517 PF 2.87 9.21 A 12.7 PT 11.04 67 A07 17.7=5.32(11.04)^.5 F 13.0 PE 1.78 (EL= 4.10 ft) 67 40.2 1.23 1PZT 2PZE T 25.7 0.21825 PF 5.61 10.86 PT 18.42 21 Cross main Jct K -factor for branchline no. 2 = 40.2/(18.42)^.5 = 9.37 Branchline No. 3 C = 120 A 17.6 PT 7.43 71 DR2 15.0=5.50(7.43)^.5 F 3.0 PE 0.00 71 15.0 1.23 1PZE T 20.6 0.03520 PF 0.73 4.05 A 12.3 PT 8.16 73 A08 15.2=5.33(8.16)^.5 F 7.0 PE 0.00 73 30.2 1.23 1PZT T 19.3 0.12870 PF 2.48 8.16 A 0.8 PT 10.64 74 F 0.0 PE 0.00 74 30.2 1.23 T 0.3 0.12870 PF 0.10 8.16 . A 15.9 PT 10.74 75 DR2 18.0=5.50(10.74)^.5 F 20.0 PE 1.78 (EL= 4.10 ft) 75 48.3 1.56 1PZT 3PZE T 35.9 0.09612 PF 3.45 8.10 PT 15.97 22 Cross main Jct K -factor for branchline no. 3 = 48.3/(15.97)^.5 = 12.09 TRIDWET9 09/30/96 4:07pm ^ Sprinkle;- Systems Design Sprinkler Systems Hydraulic Flow Calculations � Sheet |\'�/1 SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (ppm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 4 C = 120 A 11.5 PT 7.91 81 A09 15.0=5.33(7.91).5 F 0.0 PE 0.00 81 15.0 1.00 T 11.5 0.09647 PF 1.11 6.13 A 3.2 PT 9.02 82 A03 8.2=2.71(9.02)^.5 F 5.0 PE 0.00 82 23.2 1.00 ^ 1PZT T 8.2 0.21517 PF 1.76 9.45 PT 10.79 20 Cross main Jct YRIDWET9 09/30/96 4:07pm Sheet 0.41c . " Sor/�nkler Systems Design Sprinkler Systems Hydraulic Flow Calculations SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting No (gpm) (inch) and Dev Clockwise (K -Factor 22 Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) @ split=12.09 from BL3) A 5.2 PT F 0.0 PE 5.2 0.03683 PF 239 PT 8.0 PE 31.9 0.10833 PF 10.0 PT 8.0 PE 18.0 0.10833 PF 14.6 PT 0.0 PE 14.6 0.10833 PF 4.0 PT 8.0 PE 12.0 0.10833 PF 29.2 PT 8.0 PE 37.2 0.10833 PF 27.0 PT 8.0 PE 35.0 0.10833 PF 34.3 PT 12.2 PE 46.5 0.02251 PF PT 28.7 1.56 T A 22.8=5.33(18.20)^.5 F 23 51.5 1.56 ^ 1PZT T A F 26 51.5 1.56 1PZT T A F 28 51.5 1.56 T A F 30 51.5 1.56 1PZT T A F 31 51.5 1.56 1PZT T A F 35 51.5 1.56 1PZT T A F 39 51.5 2.15 1T T 18.01 22 0.00 0.19 4.82 18.20 23 0.00 3.46 8.64 21.66 26 0.00 1.95 8.64 23.61 28 0.00 1.58 8.64 25.19 30 0.00 1.30 8.64 26.49 31 0.00 4.03 8.64 30.52 35 0.00 3.79 8.64 34.31 39 0.00 1.05 4.53 35.36 47 Notes C = 120 Split Point A08 Loop Jct �oIDWET9 09/30/96 4:07pm ' * Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheety Vill‘ SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and De`/ (ft) (psi/ft) (psi) Ref (fps) Notes Counter -Clockwise (K -Factor @ split=12.09 from BL3) C = 120 A 9.5 PT 18.01 22 Split Point F 8.0 PE 0.00 21 22.6 1.56 1PZT T 17.5 0.02355 PF 0.41 3.79 A 4.0 PT 18.43 21 BL2 40.2=9.37(18.43)^.5 F 0.0 PE 0.00 20 62.8 1.56 T 4.0 0.15630 PF 0.63 10.54 A 9.6 PT 19.05 20 BL4 30.8=7.06(19.05)^.5 ' F 0.0 PE 0.00 17 93.6 1.56 T 9.6 0.32735 PF 3.14 15.71 A 4.0 PT 22.19 17 BL1 52.4=11.12(22.19)^.5 F 12.2 PE 0.00 16 146.0 2.15 1T T 16.2 0.15474 PF 2.51 12.85 A 52.3 PT 24.70 16 DR1 13.6=2.74(24.70)^.5 F 6.1 PE 0.00 10 159.6 2.15 1E T 58.4 0.18248 PF 10.66 14.05 PT 35.36 47 Loop Jct (Balance Accuracy = 35.36 = 0.00) . tRIDWET9 09/30/96 4:08pm Sprinkler Systems Design Sprinkler Systems Hydraulic Flow Calculations Sheet 14) SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Ityd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ___= A 8.6 PT 35.36 47 Loop Jct 211.1=35.50(35.36)'.5 F 10.9 PE 0.87 (EL= 2.00 ft) 47 211.1 2.15 2VL 1VR1 T 19:5 0.30623 PF 5.97 18.59 . A 1.5 PT 42.19 91 F 5.5 PE 0.00 91 211.1 2.15 1GV 1VE T 7.0 0.30623 PF 2.14 18.59 A 9.3 PT 44.34 92 F 0.0 PE 4.04 (EL= 9.33 ft) 92 211.1 2.15 T 9.3 0.30623 PF 2.85 18.59 A 9.3 PT 51.22 93 F 6.6 PE 3.68 (EL= 8.50 f t ) 93 211.1 2.15 1VE 1VR1 T 15.9 0.30623 PF 4.87 18.59 A 101.0 PT 59.77 94 ** C = 150 ** F 98.0 PE -0.15 (EL= -0.34 ft) 94 211.1 2.42 6PE 1PT T 199.0 0. 11425 PF 22.74 14.69 7PTR A 5.1 PT 82.36 96 ** C = 120 ** F 15.5 PE 2.20 (EL= 5.08 f t ) 96 211.1 3.36 2VE T 20.6 0.03533 PF 0.73 7.66 PT 85.29 104 Tc.p of Riser Riser C = 120 A 0.9 PT 85.29 104 Top of Riser F 7.7 PE 0.99 (EL= 2.29 f t ) 104 211.1 3.36 1VE T 8.6 0.03534 PF 0.31 7.66 PT 86.59 105 B.O.R. Riser C = 120 A. 1 PT 86.59 105 Top of Riser F 0.0 PE 0.00 (EL= 0.01 ft) 105 211.1 3.36 T 2.1 0.03533 PF 0.07 7.66 PT 86.67 108 B.O.R. Riser C = 120 -- - A 0.0 PT 86.67 108 Tc'p of Riser F 7. 7 PE 0. 23 (EL= 0.54 f t ) 108 211.1 3.3E 1811 1VE T 7.7 0.03533 PF 2.18 7.66 1811 = 1.91# PT 89.08 109 B.O.R. Sprit! nxlOSystems Design Sprinkler Systems Hydraulic Flow Calculations Sheet tItc SUNSHINE RIDGE CONDOMINIUMS BLDG A 3rd FLOOR RESIDENCES RA # 9 57th AVENUE SOUTH AND MACADAM, TUKWILA, WA. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Under ground C = 150 A 73.0 PT 89.08 109 B.O.R. 150.0 gpm = Hose F 48.6 PE 1.01 (EL= 2.33 ft) 109 361.1 4.07 2UT3 2UE T 121.6 0.02467 PF 3.00 8.90 ' 1GV PT 93.09 110 Under ground C = 140 A 100.0 PT 93.09 110 B.O.R. 500.0 gpm = Hose F 36.0 PE 7.36 (EL= 17.00 ft) 110 861.1 8.27 16V 1UT3 T 136.0 0.00443 PF 0.60 5.14 PT 101.06 111 Supply Jct Available flow at 101.06 psi is 2694.3 gpm which is 1833.2 gpm from curve. Supply pressure available with 861.1 gpm flowing is 115.95 psi, thus system requirement is 14.89 psi below supply curve. (12.8%) ./ • r 1-0 1ibW 2'h - O rcooR DRAW N .1 r • 131 COACH SCREW ROD c. 0 TOP BEAM CLAMP • H• SIDE 121EAM 'BRACKET • 1.4 MACHINE THREADED ROO . N TOGGLE NU! R WEDGE ANCHOR( sr •) 1 0 v •m ¢1.v1,t4 L05131a J Z At ,,—I� --s -- I a 5------ SN MT 11 FITTING LEGEND SUP 11111/1C • PIPE -0411 %APED NIPPLE SAOOLE RIDO C1103‘4.1) COUPLING Ire F1..rrrcaka- + 131.00' •1 .. 1 S 0 g 51-0 P.))0 51G 12g.758.4- • • !DEc.4•DRAtt.is Pet ok .1 trIGMT E. To 5ToTRA .5 Kir 450 ./D 6114 I -104e 4 7 E.-XE-It.4.1E. "KO oAA C16650 +1 AJLT —FF 13 • 00440 -Tb 'VG ' (0 ,kt Irow .54 • • HYDRALL/C REFERENCE P01`.11 4 - WAY EARTHQUAKE BRACE. smucruRt 10 CENIUI .• SpRINKLER LEGEND. !: - UPRIGHT CH LHE PENDENT 01 UIk UPRIGHT CH r SWA UP DRY MUNI SPRiNK1ER • REVISIONS ' APPROVALS REQUIRED' DISTRIBUTION .1 SPRINKLERS USED CuAK otscKiPnoti 13 (ANTRAL 11-1 tictizzitirt 11-1 9vrkt•Nt.t.- 6,3 • 2.7 188 TotAt. Das mt 919 GENERAL NOTES ALL MATERIAL AND MIURA/ENT 1D BE NEW AND UNDERMIRS APPROAD 3. EARINQUAXE MACK !HAI BE PROYOED ACCCRDANCE KITH 11PA PI-al/PRET NO. 13. 1. PIPE 1WIGERS AND 1C1HCO HANGHG TO BE IN ACCORDANCE PAIN tiPA PIIAMPIllf NO. 13 5. PIING 9-1AU. BE IN ACCORDANCE KWH KIVA PALKDRIT NO. IJ, 4. .01.4/4G Or PIPE AND nrrittcs. DREADto AND WILDE% 91Au. .BE AC0E/IDA/ICE RIDI /IPA PHANPRET NO. 13 7. vitkR to PROM( MECUM HEAT 10 PREANT WATER IN PPES rRom FREEZING IN AREAS PROIICIED BY A NEI PIPE SPRINKLER MEN & WONG Cr ULCER/CAL DEVICES (1f REQUIRED) To BE PKoviDED BY 9. Pmnric cc PPE AND ECUPKTIT (F REQUIRED) 10 BE PROYDED BY 10. MING Of MI AKO ECUPuE111 (F REQUIRED) TO BE PREMED BT 11. 0.111114G AFC PAIOING (Ir REQUIRED) TO BE PROVIDED BT J00 NAME: t.114.51-11Kie RIPAethoottilkilurtz.,(ey-isr/A-vu)) CONTRACT WIDI: TRI TE PLUMBING INC. MECHANICAL CON T R AC TOR • rIKC SPRINKLER CONTRACTOR 13420 N.E. 16TH sTREET BELLEVUE, WA 98005 (206) 64,3-3830 VAIL SHEET • JOB NO. 1'Z, 5- r • 1'2 . .. . — - ! mom ,,—I� --s -- I a 5------ SN MT 11 FITTING LEGEND SUP 11111/1C • PIPE -0411 %APED NIPPLE SAOOLE RIDO C1103‘4.1) COUPLING Ire F1..rrrcaka- + 131.00' •1 .. 1 S 0 g 51-0 P.))0 51G 12g.758.4- • • !DEc.4•DRAtt.is Pet ok .1 trIGMT E. To 5ToTRA .5 Kir 450 ./D 6114 I -104e 4 7 E.-XE-It.4.1E. "KO oAA C16650 +1 AJLT —FF 13 • 00440 -Tb 'VG ' (0 ,kt Irow .54 • • HYDRALL/C REFERENCE P01`.11 4 - WAY EARTHQUAKE BRACE. smucruRt 10 CENIUI .• SpRINKLER LEGEND. !: - UPRIGHT CH LHE PENDENT 01 UIk UPRIGHT CH r SWA UP DRY MUNI SPRiNK1ER • REVISIONS ' APPROVALS REQUIRED' DISTRIBUTION .1 SPRINKLERS USED CuAK otscKiPnoti 13 (ANTRAL 11-1 tictizzitirt 11-1 9vrkt•Nt.t.- 6,3 • 2.7 188 TotAt. Das mt 919 GENERAL NOTES ALL MATERIAL AND MIURA/ENT 1D BE NEW AND UNDERMIRS APPROAD 3. EARINQUAXE MACK !HAI BE PROYOED ACCCRDANCE KITH 11PA PI-al/PRET NO. 13. 1. PIPE 1WIGERS AND 1C1HCO HANGHG TO BE IN ACCORDANCE PAIN tiPA PIIAMPIllf NO. 13 5. PIING 9-1AU. BE IN ACCORDANCE KWH KIVA PALKDRIT NO. IJ, 4. .01.4/4G Or PIPE AND nrrittcs. DREADto AND WILDE% 91Au. .BE AC0E/IDA/ICE RIDI /IPA PHANPRET NO. 13 7. vitkR to PROM( MECUM HEAT 10 PREANT WATER IN PPES rRom FREEZING IN AREAS PROIICIED BY A NEI PIPE SPRINKLER MEN & WONG Cr ULCER/CAL DEVICES (1f REQUIRED) To BE PKoviDED BY 9. Pmnric cc PPE AND ECUPKTIT (F REQUIRED) 10 BE PROYDED BY 10. MING Of MI AKO ECUPuE111 (F REQUIRED) TO BE PREMED BT 11. 0.111114G AFC PAIOING (Ir REQUIRED) TO BE PROVIDED BT J00 NAME: t.114.51-11Kie RIPAethoottilkilurtz.,(ey-isr/A-vu)) CONTRACT WIDI: TRI TE PLUMBING INC. MECHANICAL CON T R AC TOR • rIKC SPRINKLER CONTRACTOR 13420 N.E. 16TH sTREET BELLEVUE, WA 98005 (206) 64,3-3830 VAIL SHEET • JOB NO. • .y 2.5 C.5 (8 9 9.9 26'- 2 Lo'- i" 2Co 1- 261_ " 2 G'- 2'/2" , B 201 EF 144.33' 41--a -1n 41- I'/i" 121 ✓" .311)1 4 .1' ift"-- cy 1til ue, t`vv `v'ii, 1 3 .+ .` _I i 1-1 r t1� ( r . J t-1 rCriv a. qty JtJ • ,N 1-k°/ T` o in 0 L B 202 FF 144.83' B• FW)1 16 '- 5' 121- c'/z" 111 (ii -o 51k/12. 3E1:0 1:6"r.1; 26 1 0 Hi? u`= 0 _-1 iI7 0 0 0 1 0 •7 1 • a0 tn 6-4 9'- „ ' 1 Ful ==s • I Otr I - _1 1 J B 203 14o. IG' 2o4 14d.IG' iblY (02 c4ifr ro` a- G ;741- A 1 -.B W19t- ,J • 2- OR. AREA SE PARATIC/ WALL L 00 211. I Ey 12 4'44" 9 -11 41-8." 1 a a 1 t14`v. �` v� I m f �I fyl -u1' v J f.),T]IL PEvEL-2 /XLt(Pltrf M- To 3� LEvEI. ( SUPPLY Full• Ist�EVE1- ,�o sy4>z tf ,^^ L 0 0 0 J Q 0 o � .9] • 11J1 " 3•-o P. 1_ _ B 2oa FF 144.83' Nir t I co 1-a - 2.--- -0-0- 0-t, 0-( .17 y1triaci eIizo t1r '5At�N EXILLIOtZ CeRFIxi' L r , _OE t 0-1. -- - - -- --- 4, I 14-D :\.1.4 i COI " 14-0 , ' 1to AeLA*S (5uNoPlr1A 9Io1 +1 .10/1950 F• Dom'{SPtf 21- F.1U►1 Ci1A_� O Pell TQ "BELOW 428,1 AM r&co-o licoC 018.1 'rDT1i I- A F'1'1 '103.09 Ps I G�•714E c_tfY Gou►JEGTIOs- NO o .I�`c- 1-3 PIPI►JG IIJ tints p _r T•(• et). 143-4 (rat) 31.go To Si 2 A- Re►) •Lea '2+D-5 9 .1 64' -O 5- 3x2 eat- R VUcciL 2" (ou i-1 W 4 t.-6R'o 90 s" -G Et -ii Lk) 11 1G ' P K.['-L^r !'1A115ATZc 53 4s 17 1' q79 O O 0 ■ • ' HANGER LEGEND • U HOOK COAC11 SCREW ROD F toe, C D TOP BEAM CLAMP E EYE ROD 1-•. C CEILING FLANGE • N- SIDE BEAM BRACKET J 'J" BOLT • • SIIORT.CLIP • 'L' ROD . • M ' MACHINE THREADED ROD N TOGGLE NUT POWDER DRIVEN STUD • WEDGE ANCHOR(10, •T Tvl1U i#'14 T'ffloc pjc U W =VA -AP A -f-w o RER"-,f X AuC•L iiEkC"t6 E DCT. 3cf1 Y . FITTING LEGEND SUP 11111110 P PIPE -0 -LE! SN MT • 9IAPED !APPLE SACOI E RIC10 GROOVED COUPLING 11 CROOWD COUPUNC O HYDR AUX REFERENCE pouf 2 - WAY EARIIIOUAxE BRACE 4 - WAY EARMaAXE BRACE'. . . OS ERUC (URE TO CEH TUT ; ' ONE Of PIPE 11 UIOES • SPRINKLER LEGEND SMOM DE SCRIP nal O UPRIOI T OH L1( 0 PENDENT Ott Ute UPRIQI T ON I' 51110 UP • PENDEN1 a1 1' DROP HORIZON IAL SIoEWAtl • DRY PENDENT SPRINIQER DRY HORIIQITAI 9 All'• REVISIONS 4 ' APPROVALS REOUIRED' 'EU K.w' LA DISTRIBUTION h SPRINKLERS USED TEWP 155" 212' 2.Iv 155" 15'S' Tom THIS SHEET DESc Pnoa LffT AL 11-I z .12124 41DEW 4..L aurlur - A ". Dt-.'( UPR-14I~IT A- vka. GE►•tnl►t EZE46 ItD PEI.' Da Tr . (,aJTIZA•1„ A A/f, 4EZt'4.61D Pan fr GENERAL MOTES 1. All MATERIAL AHO EOUPMENT TO BE NEW AND UNDER *RITER 5 APPROVED 1 EARTHQUAKE BRA= SHALL BE PROMO W ACCORDANCE MTH !FPA PHAMPILET NO. 13. 4. PIPE HANGERS AND IETHOD Of HANGING TO BE IN ACCORDANCE MDI NFPA PHAI'hIEr NO. 13 S. PIPING SHAH BE IN ACCORDANCE WI Di NEPA PAWN -LET NO. 13, 6. .OTINO Cf PIPE AND FITTING'S. THREADED AHD KM. SN AU. ,BE ACCOVANCE NTH ?IPA PHANPNLET NO. 13 7. Ohtflt i0 PROM( ACECUATE HEAT TO PREVENT wATER PPES ERN TREEING IN AREAS PROTECTED BY A tET PPE SPRINKLER SYSTEM B. All. PARING CF ELECTRICAL DUCES (IF RECUR -I) TO BE HOMED - BY PANDNG of PPE ANo EcuPwEHr (r Riouiwo) TO at PROMO BY 10. FURRING 01 PIPE AND ECUPuENT (F REOUTRED) TO BE PROVTIXD BY 11. CUTTING AND PAICIIK (IF REOUIRED) TO BE PROVIDED BY ••••:4- SPRINKLERS •.Ni JOB NAME: CONTRACT WITH: TRI TE PLUMBING llikaLSHID PIK [1:1)1 HAM) Fyn-rm. MCCMANICAL CON MAC 1DR - FARE SPRINKLER CONTRACTOR LTC. IIITISTIAZ45NE 13420 N.E. 16TH STREET BELLEVUE, WA 98005 (206) 643-3830' DAIL 140. 2.5 3.9 5.5 8.5 UAC or r -(I; tJ o Q WAN. e*w �.i' Cv'- 1" -It <' qfif �3� t•<O4J4 4 r /� �o m U 3 - 1 as 12-t, 2l0'- ---E 2!0'- I " E"WaVAl6 A'!,Y nix./ si veA,u 14 126 2G „ • -777 UP O7E J TO-8E,L0%4 OPE►J-TQ-- 1 ELOvJ_-�• UP r,l Z' /y' 141'vkoro `01'x' k t ra 40. 14 Nn°t t4 \9 VA a it 31 1 -Co -6- 3.c, lye I%Z 45. 1 a") • :gyp r. u, IL, 4, AA 5-o91 3"o Da1 { • -, a Roof fib? Tt:.RR.AG er I(a5.50 • M �r 1Fire „ 2- 7 0 o �i 2( l \9 k`'L 1= 19 8 402. I= F. I CQ3 .Co t 130 8.404 FF, r%3.32' 14--G • 2 1-V 2.1 -IR. ARCA5Er•kRATlo►11t,� WALL .\* 4` - i • V BLS FF I!o 3.50 I ro`t3.J �405 1 _ 4&L. 140 kE do 1T10500 S.f(4 � 51-)4� r Wt -T4 5`l 1 Urt�ttl(° w 235.3 GP1-1 CDSO.o Itt5c $a�•3 4P11 • Ios•to PSI GIT'' 4,140 , 'RooF' "Top . . TE.11;LA c. E IG3.5o 0 C A-13 r 4- .177 1-` J li(,) �, - ( D-� • 0A \-4 10 2(0 2 '- '/2" Zeol- is 4 9 to 1404- 7" UIt.'Dl-4G"Ya" LEVEL Foil Q' r ~°c�% -1srr 4✓ 5 CALF 1/8." = if- o" 26,1 ( -)-`(P I tA-t- -cr rel ukv1 A, 7,mu1.3►r 4 - o '' 1- 2CoI- 1" 2C0' -2V 2 • to :t4 - I... 9=8" 4Le " g Yo/I: .(-4-4.„4„- t •'(-4-4.„4„ Y,iY I=vv µ"(C) A t 9/ U G_C/U►'/Kis a0 Weis I - -- .11/ ' ly. O 3o3 Iry W FF 154. - . B 30 --------- - FF . 13 3-04 t=F _14y.5o' •1i'i--------II�i -- 8- to - -8-, -- -1 9 PlA►.) l_ 'Lls HOOK TOP BEAM CLAI.4P • SIDE BEAM BRACKET . M MACHINE THREADED ROO N TOGGLE Nur • FITTING LEGEND 9.1P 1111DIC SN SHAPED NIPPLE . SACCAE 11 '0 1-11DRALUC REFERENCE pcig + 4 - WAY CARO-101QC BR•a.tE • .1 HORIZONTAL SOEwALL • • REVISIONS -SPRINKLERS USED WAN DWG- TIWP 11- zre 4=2.44 ti 16. bp -4 uPg-leartr 155- 90 169 0 218 mut SitET GENERAL NOTES 1. AU. 11A1TRIAL MO (MOT TO BE HEW MO VIDERY.R11ERS APPROKO EARTHOUAxE ERACIIC SMALL BE PROVED IR ACCCRDANCE t. PPE HANGERS ANO ccHco HANGING TO BE hy ACCCRDANCE 'CH PIPA PVIA.1131411 No. 13 5. KIK SHALL BE 14 ACCORDANCE EN NEPA PAIRRET NO. 13, - 6. ntivc or An AND nrrING-s. THREADED AND litLIXD, .BE 1-4 ACCCRDANCE NTH PHAIIPALE1 NO. 13 - 7. OmIER 10 PROYOE ADECUAll HEAT TO PREVENT WATER PPES 8. ALI. W1RR1C Cr ELECTRICAL DEICES (r REWIRED) TO BE PROMO - BY 9. PANTING Cr PPE AND EOJPVENT (IF REGUIRED) TO BE PROYOCD BY 10. RARING AK AND EWPNENT (11 REWIRED) 10 BE PROACCD 11. CuTTiNG AHD PAroitIC (IF RECUKO) TO BE PROUD Jos NAL4E: TRI TE PLUMBING INC. • 13420 N.E. 16TH STREET •• • 9ELLEvUE. WA 98005 (206) 643-3830' SHEET - • JUB 140. • -L • • • • • AO -o 3.9 1:0:_..41/2-81- 41/° A ti-‘46/. t'44:4‘ NI 1 a -q 1 aq 'Az' ' rooF 1(,3.s' • r. N0; J 2Ce• - i4 B-6" /- -/. --/ • r_ __la n�Q qtr OtiniFt• l /41uTt1'4 W tvi 1•%0 # ff 511 5.5 • ___ - - -- t3ln-oou-/ 1v 0 (71 • 1 "1 N -0 _1_3'x-, \-4- - \-v- •=: 1 •- r 114 ql,t� -1, - Z� c r eye. 20 - I --MAI, - An 4 1 Ob Op -_..1 L ----- 11 RooF \(1 I7 f •• o • 111- o' j OA, 31� Too F. 11,3.50 / • 0 o -I_ #.04, $7A ti • •. HAND l- o Ir Old 2 RooF 177 83' / 'mo t, J1 - op 0.0 L. • `rte -••-•-•A� Ptlp it07,- • • }j' - 1 u -� 00 1 1• LJ �� � \1 4 1''L4� M• 1-0 - -FR r-- `« '6,-'�\L 1 l '1 2.- 'taus. Ate, 5LpARATIo44 VA LL • gT31 Tkoo F 172.2 3 ti CI VJ� 5Q.° / RooF 1L3•S/ _13564_ .... " 8-6 (t bDW Sk ri R UURwr=f6) , IollSoa -F 2es. 1 ;Pt'1 (DSC. o It -t» GPM Ic4.-7 6J is CITY UILDItJ 1 i" LEVEL SCALE /g" = 1 o` oar - cc -2---- r I • Wort WOW 11' Ow Jn, j' ... � N iff 5M "Roo F 177.5o' • -r -- 1 if . 17.-o" EuIL-DI1.1 - 17- o•1 • 3" 'Roo F 'PL A,�J SCAL E. IIS' = • • s 1 .• 4T?r _-Roo r 17t. 83' 3T2-1) ROOF 1l03.50' L_\ ys- L • 0 0(3 1 OUAN MEM TriiP .V 'HANGER LEGEND - A `'U' HOOK - 8i COACH SCREW ROO 4 Rb-rc C . 0 TOP BEAM CLAMP E EYE ROD. • . . -F... . • •. G CEILING FLANGE It SIDE BEAM BRACKET - J �J'. BOLT ' - K SHORT.CLIP. • - L 'L' ROD . • M MACHINE THREADED ROD N TOGGLE NUT • P POWDER DRIVEN STUD • R WEDGE ANCHORcIwt- sPrtt) •T Totccif4. -NY tut a c?vL • U ••. _ V• W '4Lnn-n-r'�►.lv. n}ter •Y . FITTING LEGEND - - F SUP fit TIHC P PIPE -o -lit • S N 91APED NIPPLE MT SADDLE • * RICO GROOVED COUPUHO • 11 0R001ED COUPUHC .O . HYa1AWC REJTRENCE PCNs -'r-' 2 - WAY EARRIOUAXE BRACE --� •4 - WAY EARTHOUAxE BRACE'r. 'UNE tor PIPE ft WKS " SPRINKLER -LEGEND'7:.. sTttac. DESCRIP BOH • • • ' . QQ0• PPURiio0CDdN1NlrrT1 Ct1ONa01 1( 7uti.eccsouRce. UP. • HORIZON (AL S>DCWALL• . ♦ ORT PENDENT SPRINKLER . - DRY HOR120NTAl, 9DENAtt •. 1. • TUL Iv I LA DIS TRIDU T1014. SPRINKLERS USED • DESCRIPTION • IS S 112 87 TOTAL 'RS SNEET GENERAL NOTES '3. EARTHCOAKE (RAMC 9IALI BE PROUD IN ACCCRDANZE W114 493A PHANPNLIT NO. 13. 4. PPE HANGERS MO MEDICO Cr HANGItIC TO BE 114 ACOCROANCE II1TH tfPA PHALPHir HO. 13 5. PIPING S4A1.1. BE IN ACCGREANCE 11111 NEPA PAWHIT NO. 13. 6. .0m4C Or MK AND fIrrivGS. THREADED ANO *MED. TRW FREEZING IN AREA5 PRolICTo BY A ACT PPE SPRINKLER 5.51DI 8. All WONG Cr ELECTRICAL DEVCES (If RECuIRCD) TO BE PROMO BY 9. PANTINC Cf PPE AND ECuPlea (F REWIRED) TO BE PROYOCD BY 10. ruRint4c C4- PIPE m0 EOUPwENT REWIRED) 10 BE PROACED 11. cLinurc Aho PA10411G (W RECUIRED) 10 BE PREMED BY CONTRACT %int: TRI TE PLUMBING INC PiCir..)17,1CIAI.4 is IC1004.2T403NACzT00. • ▪ BELLEVUE. WA 98005 (206) 843-3830" al &Fr VAIL SHEET JOB 140. • t Y li Y Y 11 11 11 IL 1 1 11 _� - -- L- - L. S l.CT1 0 .4 'C Ct:1fiRA� ei17r1IZ To (2) t x (E>' we, Sime-- 178 :117 •a 00 mn cie I -171 4• 4 6.4.4 Gir Cp-JP AI ti r N 1=I - e=1 1h. - Tot_ v1 n:-- �-j4. ` r Q c Auto eAt.i Duf > a E' tT_��• t3 Tt� h� 1/4 _ 1-0 iti41055.5d -' OMR- mPY It- 4 .1 rm. 4 e 11-0 141'...,111`.1:f41:3) -4 1-n 1 'Y•. 71. Spa Ct.ii,, Iglus&7n..l ' &ciTa.I Tau' pea- se 4-I1 Tesmnsnse e•TTS. erew( ita•••••er pe.. sdsWTr..7. •/.+L spews, warm. at (CHs. r) L!•.ses .l •1..1. 4,4..04/4 r. DIA 44....••4011...4 •r+►e•w►t• •LTi ahe••IN 1•10 44•r 9414 e.1.A% Ado Latif w•.reas • 14.40 1/....Ay iu'-,lit 1,1" • • as (Lw l311:16 • B war R- (E7C5T 5rk1 e- o T'Po51Ttr N'kt A) �-- CET AL Central Sprinkler Corporation 451 North Cannon Avenue Lansdale, PA 19446 215-362-0700 • (800) 523-6512 • Fax 215-362-5385 Quick Reference to Central Sprinkler B1azeMaster CPVC: Listings and Approvals Central Sprinkler Blm•Mosier CP.VC sprinkler plpkp sydsms are Tested Tr Lined for use In CANADA by Urrierwn4.rs Laboratories In aocordancl'wish Canadian national Sbndade and Lined by Underwriters Laboratories for use Inc • Residential cactiponisi as defined In NEPA 1311 the standard for Sprinkler Systems In One and Two Family Dwellings and Mobile Homes • Residential c cumales as dented In NFPA 1310 the Standard kr I nbRadon d Sprink er Systems In Residential Otruparnciee b Four Stories In Height. • Light Ibeard occupancies as defined I NEPA 11 the Sbndard lar Installation d Sprinkler Systema • Return air plenums - CPVC pplps and fittings have Been Investigated by 111. and found b comply with de com- bustibility bustibnbty requirements kr thsmroplastic apmkkr pipe as described in NAPA 90A, the Staph- d kw bnblbtion and Ventilating Systems. • U rmderground usage lot pipe ranging In size Iran r. T as kindled In accudance with ASTM D2774 and ASTM • Central Sprinkler Blareklaster CWC sprinkler pipe and fittings are Listed by ME&A In Residential building' as defined by NEPA IJDand I3R The MELA biting number le 431 -M -k - • Central Sprinkler Blanetkater CPUC sprinkler pipe and dwernge are hided by NSF for pebble waw usage. Where and how to use a Central BIa:eMasler System I Central BkneMaster p�'p. and linings shall be empkryed in 'wet' systems only. (A was pipe system contains - water and a mruecl.d 10 a water supply so anal IM water will discharge Immediately when dee sprinkler is orrrwi) Central Blase Mosier canal aevar be wad 1m a system rising cospresard alp •r What Asea 2 Nb moral Fire Proustian Aaociation Standards 11 'Mend 13D mesas reiere nced for deign and {Mash ial rnpntem•rW In canluncron with dose Instructions. 3 Central BiazeMast r pipe rand other Laud fitUngs can be used In concealed or exposed sprinkler splines as ;al- lows • • For a ceeceoled Installation, the concealed requirement shall be 1r plywood. i drywall Of acowlrool ceiling paneb weighing a minirnuns ci 035 pwusds per quare bot when insist d with metallic support grids. For residential occupancies dehned in NEPA 130 and 1311. the minimum protection may consist d one Layer d IF plywood In these cases, any kiandard sprinkler head rated 01 170T or lees may be used. • ria as exposed lastallatlea the ysiem shall only be installed beneath es smooth-1ot horizontal p4Ir 10 dhb case. Lased Quick Response sprinklers having deflectors fabled within C Iron the cadug or LinedAiwdahud sprinkler' kwalld in accordance with dee LWug and a maximum distance between sprinklers eel l• glared 1S Leet • For es exposed installatloa Used Quick -Respa nee torlearnbl sfdewog sprinklers having deflectors kalaned with- in m 6 inches Irma shearing ad within 1 inches from the nid.wa9 or LJsted Rendermd (oriaordd sidewo0 spnrtkl•rs Ionated in accordance with tele Listing and a maximum distance between sign helm mak te exceed 11 hest - 1 Ciudad BlooeMaster sprinkler pipe and kitkgs can be fanned 'nurses where deer ambient ispsrat rte does eel exceed ISO'r. 5. C.nirul BIareManer sprinkler pipe and b are sot approved for Ioalalialles In eombu.pble coresold wane meriting sprinklers. as referenced In NTT'A 13 However. NEPA 1311 and 130 panne de aniesio r of sprinklers kora combustible concealed spores and Central BIa»Mastes can be installed in these areas when sprinklerinq residers- • axupnucies according b dose siardadt - - - 6 In irwwllalons where sprinkler pipe run Brough an otic span deal .grkss sprinklers CPVC 1pkp mud be protected in ado 10 meet the rqutr.rnwNs of it' It Listing. The Authority Having heatkton should 1,e consuls. - el pros to any installation d CPVC In attic spaces. Whirs insulation is rquked. Insulation woghlig a awrmum of PIIb1T' shall be use. - Noir, keit comnnerc.OI insulation weighs more inn ,3511arr: knsinbben weigh ton l.. wad b bkaw all d the irurihrg struc1weduring be testing- Pra.cisrn nrthnods ad'equkement' may vary by turidkMon and ore subhecl b lent rp.neors 7 Conrad Blaseklaner sprinkler pipe and bmngs, when installed In an ok plenum. shad be a minimum horuo nal distance of 21 inches irons an opening In the ceding such 0s v.nubuon grille - 1 Before penetratung bre rated walls and purbttorns, consult bund4q codes and Authorities 7bvkg hrrdkslon M your area Central BlaseMasser systems must be bid out so drat the piping 1s not exposed b excessive tempera- . tures foam specific heal producing sources. such as highs hsa ute& ballasts and steam ki s Pip. stud red be mid- land dwecdy over spook venuladon gnik - Friction Loss - - Central Bbrekkat•r CPVC pipe has a I lawn-wdkams cvdus of Ise kicker kiclabbah s ealcva.ad be made according b NFPA 13 section 74. The hallowing table shows the allowance lot friction fns for brings expressed in equivalent Iwglhis) d pips. EXTERIOR. WALK WAY EXTERtoR. WALKWAY ov 11 40 L It • RE DELK 128.71. E.7(T Cittort. WA L • .'F3. aK 6 .ARAGE,.1 VARIES Dkr'ERIOTk WALKWAY EX r oTt WALKWA Y iRAI ' li • ha 1 N-(>=RFOTt CoRTZ. r 1504'Ae(FLkr Rzr) - y4,1-0 - REG. t Tootl I Co 117.06•. r• 4 6L1 .` A ' ( w% tl ku 5KED A•-11 ..SCALE_ I -o" 410/9.. Ic$1L FIIIIngSII• Tee Branch Allowance ler Mateo Less M Finings • (tgurrelem tett or Pipe( -�• 1• 1% tR- r 2%i- . 3" 1 S 6 5 10 12 15 Elbow 90' Elbow 45' Coupling Tee Run 2 25 3 1 1 • 15 2 2 1 15 2 2 1 1.5 2 2 S 6 75 2 3 1 3 1 5 3 1 5 • Support Spacing Sire Central Bki.Masl•r pipe is more ngid than od ter types el piastre systems. die support spacing shown in the . • . following sable should be adhered to when Inwliirp the sr.sernt. -• Support Sparing •L• lit.► CPVC SDR 13.5 Temp •F Nominal Plps SIt• r 11( • 154 • r 2',s• r 73' 55' 6 63 7 1 9 10 Vertical Restraint - When o sse inkier hood activates. o i.gni(canl reactive lace is erased on the pipe. especially at sysres pressures- realer than 100 psi The reactive force wdi cause the pipe b lift O 9 is not properly secured. especially d ' gr the sprinkler drop is from o smog diameter pipe. When a sprinkler drop is learn a 31. I' or 111' pipe. the dosed harper should brace the pipe wind ventral kis . ▪ . up Any number d ►echo igws COO be used to brace the pipe Several techniques can be used 10 bore de pre o , . standard band hunger poanoning Oe threaded support rad b L16 mch above the pipe. usage air req or a wrap-around hanger me same erar..ples. . _.. Not.. Threaded rod should nal come m cordoct with BbzeMaslsr CPUC when ksbntd. 11 *advisable to use kb . • resitaird devices such as the Toio Model number 25 which prevent' the threaded rod horn coming in ccs- ; bct with One CPVC pipe. Branch lines should be braced or a Coronas from a tee or elbow to pried Whop as shown below. Support Spacing Dl taace w:ik as la LIne Sprinkler Need Dry Tee Support Spacing le se Ea/ LI.. Sprinkler Most Orap Meow Nominal Pipe PI a Slrs Y. inch - Less Man Greater thee 100 psi 100 psi Less Mee Gruler ilea l01 prI 100 ps1 3' 9' 6 1 inch S' Rich 6' 4' 10' 1'1' l 3 inch a 7' 7' al%inch 7' 7' 2 2' 9' i' 1' Set and Cure Times • . Central BfooMast.r solved cement c_:e?rra as 3 4:ncton of pipe ase. temperature. rebate* hureedey and ayie • - nese of V. Dryirg lane is laser for dr..:.nvuanrsenes. smaller pipe saes. Iengh temperatures and ugirier Ins. The assembly sate allowed to set without any sums a The . last tar I te 5ivies Larger saes require Sarsontines L• s tinesFoliating tidied set wool ex assembly am be hand:el nretufy - ordmg can:l'md stresses b ti:e Ices.! Peter to the Wowing table k: mins-aa cure times tutor b pressure mum lea the given SdvenrCemen: 'halt' berg used. - . • Minimum Curt Prior to Pressure Testing • CSC•100 6 CSC -200 'Ewe Slep- System Ambient lemperalwe during cwt period 3(1. Iii• Pipe Sites rkir Above 601 3 hours 5 hours 101 Id 601 21 hours 21 hours 01 to 391 48 hours 16 hours . Minlmum Cou Prior to Pressure Tulin g • CSC -300 One Ste p' Syslrm emblem' temperature during Cure polar' ',4 $ r VA- Pips Sires 15t- r Peri- S r Above 601 1 hour 2 hours 3 hours 3 hours 6 mows 10' to COI 3 hours 6 hours 24 hours 21 hours 72 hours . 01 10 391 - 21 hours 16 haws 46 hours S days' 5 loris ' Nar. Ther cure Imo can be accelerated by use of enema! heating methods to water the relined de prw.-.d t ' ti s b temperaares d l For higher. Corinne should b. bion In heating rrlxes el pas and tie ss d _ ` _ = •. re &.. Bommoblkt motore d seiven*t.ments. - Spot care shall be exercised when assemblug BIox.Mas., systems titernpnahiree Ieb+ IYF e. wrr.ratres akar. tour. Extra rte and cure tone exilI be allowed in colder urnperamu.s len en. -,l, M timperteu•es. -moie aro both naives lobe (orhed are WU w.l with camera when pang dem troche,. - New Plrne blow al instructions mnuird In dr Central Sorer/der Slur•Mosier Inealkr wt kwaueaas erred Technical Manual for SoIwnCemeneng Irsmucrbn and for the pining d Omni E1s.Marrr Pao woe= • Add.bond reference is code k' Printer and Genoa rqurem.na as wed as I/arsnt;cn.g b other mate -sok • - wui•n ter guide. Fa kek.mart•a not bund within the Iruialbaon Guide. please moan Cenral 51-nnk.4e . directly or 1.8011523-6512. - / ` HANGER -LEGEND_ " ''v Thalia - • - - B COACH SCREW ROD - C D TOP BEAM CLAMP E EYE ROD F W ape* v rt '-+c..idti G CEIUNG FLANGE . SIDE BEAM BRACKET J 'J' BOLT K SHORT CUP 1- 'L' ROD - MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD - R WEDGE ANCHOR T U V w X Y FITTING LEGEND F SUP FMK P PIPE-0-LE1 SN %WED HMI MT SADOLE ROD cR0 D CC PLNG II CR0010 COUFUNQ - O Hti'ORAlUC mum POM -"4"--' 1 - NAY EM7r1QUA10: BRACE Y 4 - *AY EAX1HQUAXE BRACE \-1 STRUC LRE 70 CD(TER LK OF PFE H NOES 1 SPRINKLER LEGEND SYIBOL DESCRIIrION O IPRICHT CN LK O PDCODfT ori LP( tFR3C1fT 111 r sits UP - • PENENT CN 1• DROP 11UifICHLI1 St • DRY PDi O(1 SRil91ER DRY HCP212Vf1Al SCOW. REVISIONS APPROVALS REQUIRED DISTRIBUTION SPRINKLERS USED SYYBOI TEMP DES>CRVITN 1 TOTAL 1145 SKIT GENERAL NOTES 1. ALL MATERIAL AND ECUPIIFNT TO BE HEY AMD MEMOS APQitD ED 1 EARTHQUAKE BRAC WC SHALL BE PROVIDED N ACCORDANCE NTH 71 -PA PHAIrPHLT N0. 11 - 4. PPE HANGERS AND IETHOD OF NANGNC 10 BE N ACCORDAPCE W1}•1 NEPA PHAMPHIT NO. 13 5. PPNC SHALL BE ACCORDANCE IN NEPA PAMPHLET N0. 13, 6. XitI NG CF PPE MD FITTtHcs, THREADED NO 1E11E. SHALL BE N ACt 0RDA►+C£ 'NTH WPA PHAkPHIFT N0. 13 7. OMNFR TO PROVIDE ADEQUATE HEAT TO PREWNT NA1ER N WES FROM FREEZING Ali AREAS PROTECTED BY A MET PIPE SI' ER SYSTDJ IL ALL MIRING OF ELECTRICAL DEVICES (F REWIRED) 10 BE PROV10ED BY - 9. PANTING OF PPE MD EQUPMENT (IF REOUIRfD) TO BE PRDWIED BY 10. FURRING OF PPE AND EQUIPAENT OF REQURED) 10 BE PROVIDED - BY - It CUTTING AND PATDIsfiG (F REWIRED) TO BE PROVED BY - JOB NAME: - - 6UN4N11,1E o46.cow Do muJiumsc oM51pETt1 4) 67 TTt A-V r. 40. K A M» 11 -• '(UTCWILA/ i4A. - - - CONTRACT WITH ConS+run-tion 2313 Eacf!ake Ave, tt, . Sea7t/e, w A - TRI T:TE PLUMBING INC. letTIIN WOO FFTT-EAE 13420 NI. BELLEVUE, MECHANICAL CEINTRAC'TE3R r1RE SPRINKLER COORACTEW UG TICISTIE245HZ 16TH STREET - WA 98005 (206) 643-3830 DESIGNER DATE - SHEET JOB N0. 14.1A'PP - - 5-23-9L OF_'1 !'`r2,226 't 4 EL�vc` - Srvo z cs G+� S ci c•&'‹ 7..01-k 4. r.le.c.t:,G Pi Lek Cr"‘" G G /[ S 1 1 24 X 31 ` PRINTED ON NO. 100011 CIEARPRINT • 1 O rckr /0 2 DEC.< o. SVbs<<C 'a "cie '- GS\tNn L G Cr�`f�D FA( - ; L`v.,' ic,,,t,T Re.Lt.,i £Iev AA'' -%4i t rre-Y VR..r< e 5;30 5 Po f,LL - M0J. r '04 'To LE�GF 0 [GI G r' -\w1.31 t4t Hovv a7v-.oi0 Grpre. - i-- lc; 0 T o I> L >/ C L 3 L i rUt VI ESSIZt'- , L Eutv... 5 z�-rte Lfvc.L 2 I L e v c vcL 2- L_eve.L. oiv FAO t ) tvNiEtThr7C LP; - tZ N %Pr KI*JQ Cc -Le G rivf'+G Rise r; z-+ z i 4'L 1 Lr, v T top `( FILE�F"' ic1LL o+. Dou) Le ctu.ck UALv. . - je FCOC..7 A^\te„s tv ctic.L., 5 1' LtvATo# !Q ooiJ. aG A i FLoo� 7 c_ Q :i l �. 61... P A C K G >�il��}moi �"✓ r�oa r- TUKWILA FIRE DEPARTMENT (3 u . L- 6 1 r �' Z °G. `e” Please call: 575.4407 t( 2 v� _ ; and give this job ' 0 3 = No. 9(0 F p't 3 � C 5- -8 GilvAviC Le'e.L. and exact address for shut= down or restoration approval. R C,;w' , ,•. S I,-, k, t eY C",r iib L. 1.5: 6 V R Lv crflAitle (31 ._. G .-• • fy �� NA Z _ .r~ICO' . L c -L 1 ACCEPTED i 0 WITHOUT COMMENTS. 'AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have beef reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this 3 ceJtan0e ani will require a resubmittal of revised drawings. Final acceptance is subject to fiel i 1 inspection by a representative or this department DATE: BY:...t.�1 CITY OF TUKWILA� 575-4407 = . 31 UnjIT `2,o too N, N r Urn SCALE: IA I f, 1 DATE: VLSI APPROVED BY: DRAWN BY REVISED DRAWING NUMBER • -. PRINTED ON 140. 100061,CiEARPRINT • r� )AP K t-7 gRT0 eNti Dowty ?Q5-r� PA z cu,'G GAQfR&E8 tPPEZ PF4R1 GF.kf-e 1 1 (3 ATN IL P. J LDG H cf 2 441 tl n ZO Ems.. D Ecr L 1 11 i 13 PTV/ 1 fLANr,tiei toci LI` A ti Z. P6 C (3 (NTN P To v U.vI i C1 U,:S/4 A R Ali LI SCALE: 1/5 J ' DATE: -40-5/¢ APPROVED BY: DRAWN f j REVISED �»'�f 0. DRAWING NUMBER �S y tveTf, ra.. z.--8 c'g PRINTED ON O. 1000,4 CLEAAPRINT • T1-1 tEC \<. 301 Le fro!) D 1 r L 7 "I C. )214- T-1-1 Grit (4 ti a K A 3,0e ----- -1- LR ,1"-% EL • )3o3 L 5Terps-1 AI 74 (3AT t4 D GI< K - 304 J -1)14 2— AT 14 eRT 11 A ce -31 L,v4 7 Id C SCALE: y err. DATE: APPROVED BY: DRAWN BY fr# REVISED 0.'444 DRAWING NUMBER 24X 38 PRINTED ON NO. 1000N CLEARPRINT • - •_ DK Y\ Zo L. , . , • _ _ • .. - - „ - - DP 13? poP tsfyit-I a It 6 a bG 4.L 2 I k 3 sia-t1-2,--- ,1 c),00E-' 0C-cly J 19 Tki z E Ec, 3 el 4Gtf SCALE: DATE: 44 fS 4 APPROVED BY: DRAWN BY """•• • Q -Ct -; REVISED • 7/fi,:of DRAWING NUMBER FoLe iS 6 H 1' N FSM - _ 24 X 31 - - PRINTED ON NO. 1000H CLEARMUNT • L 1 GK DECK 3 l Uv , r G o A,d pA4I.v e v PIA?(' SCALE: k DATE: fy APPROVED BY: DRAWN BY REVISED if DRAWING NUMBER