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HomeMy WebLinkAboutPP - 15700 SOUTHCENTER PKWY - BAHAMA BREEZE RESTAURANT - PERMITS AND PLANS15700 SOUTHCENTER PKWY ASSOCIATED PERMITS 02-F-231 03-S-036 04-S-239 03-S-016 Vico I Fire & Security 1 S7oO Battery Calculation Worksheet (all currents stated in mA) 07/10/02 PROJECT: Bahama Breeze, Tukwila, WA Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices Per Device Per Device Standby mA Alarm mA System Devices Unimode 200 Fire Alarm Control Unit 1 80 168 80 168 ADT -Unicom Unimode Digital Alarm Communicator 1 40 75 40 75 ADT -LCD -40 Remote Annunciator 1 54 54 54 54 XRM-24 Expansion Module 1 0 0 0 0 DIM -485 Display Interface Modle 1 0.2 0.2 0.2 0.2 M300MADT Monitor Module 14 0.2 0.2 2.8 2.8 MR-101/CR Relay 16 0.2 0.2 3.2 3.2 0 0 Total System Current 180.2 303.2 Smoke Detectors / Auxiliary Devices SD300 Addressable Smoke Detector 2 3 7 6 14 ADT-BG-I2LX Addressable Manual Pull Station 6 2 2 12 12 DSM -12124-R Wheelock Dual Sync Module 2 11 35 22 70 Total System Standby A/H N/A 0 0 Device Totals 45 Min. A/H Battery 40 96 Notification Appliances (list all) NS-24MCW-FR Wheelock Horn Strobe 19 N/A 186 N/A 3534 WM3T-24-FR Outdoor Strobe 1 N/A 88 N/A 88 MB -G10 -24-R Bell 10" Outdoor 1 N/A 41 N/A 41 Total System Standby A/H N/A N/A 0 Notification Appliance Totals 21 Min. A/H Battery N/A 3663 Summary Section Standby Hrs. Required 60 Alarm Sounding Minutes 5 Total System Standby mA 220.2 Total System Alarm mA 4062.2 Total System Standby A/H 13.21 Total System Alarm A/H 0.34 Min. A/H Battery 13.55 ADD 30% FOR BATTERY DEPLETION 4.07 ( 17.62 1 Required A/H Battery A/H BATTERY PROVIDED FOR SYSTEM 21 t ycp I Fire & Security S7o6 5 C3y -%-023+ Battery Calculation Worksheet (all currents stated in mA) 07/10/02 PROJECT: Bahama Breeze, Tukwila, WA Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices _ Per Device Per Device Standby mA Alarm mA System Devices Unimode 200 Fire Alarm Control Unit 1 80 168 80 168 ADT -Unicom Unimode Digital Alarm Communicator 1 40 75 40 75 ADT -LCD -40 Remote Annunciator 1 54 54 54 54 XRM-24 Expansion Module 1 0 0 0 0 DIM -485 Display Interface Modle 1 0.2 0.2 0.2 0.2 M300MADT Monitor Module 14 0.2 0.2 2.8 2.8 MR-101/CR Relay 16 0.2 0.2 3.2 3.2 0 0 Total System Current 180.2 303.2 Smoke Detectors / Auxiliary Devices SD300 Addressable Smoke Detector 2 3 7 6 14 ADT-BG-I2LX Addressable Manual Pull Station 6 2 2 12 12 DSM -12/24-R Wheelock Dual Sync Module 2 11 35 22 70 N/A 0 0 Device Totals 45 40 96 Notification Appliances (list all) NS-24MCW-FR Wheelock Horn Strobe 19 N/A 186 N/A 3534 WM3T-24-FR Outdoor Strobe 1 N/A 88 N/A 88 MB -G10 -24-R Bell 10" Outdoor 1 N/A 41 N/A 41 N/A N/A 0 Notification Appliance Totals 21 N/A 3663 Summary Section Standby Hrs. Required 60 Alarm Sounding Minutes 5 Total System Standby mA 220.2 Total System Alarm mA 4062.2 Total System Standby A/H 13.21 Total System Alarm A/H 0.34 Min. A/H Battery 13.55 ADD 30% FOR BATTERY DEPLETION 4.07 Required A/H Battery 17.62 IA/H BATTERY PROVIDED FOR SYSTEM 21 NP LNW Fire Systems 700 NW Gilman Blvd, E103-474 Issaquah WA 98027 PROJECT INFORMATION Job BAHAMA BREEZE (WET SYSTEM AREA #2 POD SUPPLEMENTEL) 1570 SOUTH CENTER PARKWAY 453 Co Sheet of Date 01/23/03 Job: BAHAMAWP Occupancy Ordinary Hazard Group I Density 0.15 gpm/sq.ft. Area of Operation 1500 square feet Area per Sprinkler 225 Square Feet Maximum Sprinklers 1/2 inch orifice Authority having Jurisdiction_ _ NFPA-13 Hose 250.0 gpm Inside Hose System type Wet Water Supply 148.00 psi Static, 20.00 psi Residual @ 10000.0 gpm Demand CALCULATION SUMMARY 113.65 psi @ 314.6 gpm @ B.O.R. 114.49 psi @ 564.6 gpm @ Supply 147.37 psi available @ 564.6 gpm Demand is below curve by 32.88 psi Notes: WATER SUPPLY FROM CITY OF TUKWILLA UTILITIES DEPT. PROGRAM: 'HydroCalc' by Micro Space Systems 2354 W Prospect, Chelan, WA 98816 (509) 682-7043 www.microspacesystems.com OOOZ 0001 0 0 8 8 00 3 -n 0 G) 0 8 0 0 0 0 0 8 Pressure (PSI) 0 0 0 0 0 8 0 CA) 0 Page 2 eiieAy JIM Page LNW Fire Systems Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT4 Underground ASCA tee: flow in bull, out both runs Description of Other abbreviations Code Description AO Arm -over 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 Page 4 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #2 POD SUPPLEMENTEL) 1570 SOUTH CENTER PARKWAY Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 AO1 1.087 8.0 5.60 29.57 8.00 0.0 120 32 1T,2E 2 AO2 1.087 12.0 5.60 7.00 5.00 0.0 120 32 2E 3 AO2 1.087 8.0 5.60 29.57 8.00 0.0 120 32 2E,1T 4 BL1 1.416 15.5 AO1 0.00 0.00 0.0 120 32 lEE 5 BL1 1.416 15.5 AO1 0.00 0.00 0.0 120 32 lEE 6 BL1 1.416 15.5 AO1 0.00 0.00 0.0 120 32 lEE 7 BL1 1.416 15.5 AO1 0.00 0.00 0.0 120 32 lEE 8 BL1 2.727 15.5 AO1 0.00 0.00 0.0 120 32 lEE 9 BL1 2.727 4.5 A01 0.00 0.00 0.0 120 32 1T 10 BL2 1.416 15.5 AO1 0.00 0.00 0.0 120 32 lEE 11 BL2 1.416 11.0 AO2 0.00 0.00 0.0 120 32 lT 12 CM1 2.727 32.0 BL1 BL2 0.00 0.00 0.0 120 32 1T 13 BU1 2.727 66.0 CM1 0.00 3.00 0.0 120 32 1VT,2VE 14 BU1 3.356 42.0 0.00 0.00 0.0 120 32 2VE 15 RI1 4.328 9.0 BU1 0.00 9.00 0.0 100 32 1B11,1GV,2VE 16 UG1 6.160 68.0 RIl 0.00 0.00 250.0 140 16 lUT4,1GV,1UE Page 5 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #2 POD SUPPLEMENTEL) 1570 SOUTH CENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 120 A 8.0 PT 29.57 1 30.5=5.60(29.57)^.5 F 10.7 PE 3.46 (EL= 8.00 ft) 1 30.5 1.09 1T 2E T 18.7 0.23818 PF 4.46 10.53 PT 37.49 4 81 Jct K -factor for arm -over 1 = 30.5/(37.49)^.5 = 4.98 at Hyd Ref Pts 4 5 6 7 8 9 10 Arm -over 2 (Beginning pressure increased due to Hyd Ref Pt 3) C = 120 A 12.0 PT 24.11 2 27.5=5.60(24.11)^.5 F 4.8 PE 2.17 (EL= 5.00 ft) 2 27.5 1.09 2E T 16.8 0.19718 PF 3.30 9.51 A 8.0 PT 29.58 3 30.5=5.60(29.58)^.5 F 10.7 PE 3.46 (EL= 8.00 ft) 3 58.0 1.09 2E 1T T 18.7 0.78323 PF 14.65 20.04 PT 47.70 11 B1 Jct K -factor for arm -over 2 = 58.0/(47.70)x.5 = 8.40 Page 6 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #2 POD SUPPLEMENTEL) 1570 SOUTH CENTER PARKWAY 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 15.5 PT 37.49 4 AO1 30.5=4.98(37.49)^.5 F 1.1 PE 0.00 4 30.5 1.42 lEE T 16.6 0.06591 PF 1.10 6.21 A 15.5 PT 38.59 5 AO1 31.0=4.98(38.59)^.5 F 1.1 PE 0.00 5 61.5 1.42 lEE T 16.6 0.24079 PF 4.00 12.52 A 15.5 PT 42.59 6 AO1 32.5=4.98(42.59)^.5 F 1.1 PE 0.00 6 94.0 1.42 lEE T 16.6 0.52826 PF 8.78 19.14 A 15.5 PT 51.38 7 AO1 35.7=4.98(51.38)^.5 F 1.1 PE 0.00 7 129.7 1.42 lEE T 16.6 0.95860 PF 15.94 26.42 A 15.5 PT 67.32 8 AO1 40.9=4.98(67.32)^.5 F 4.9 PE 0.00 8 170.5 2.73 lEE T 20.4 0.06542 PF 1.33 9.37 A 4.5 PT 68.65 9 •AO1 41.3=4.98(68.65)^.5 F 19.5 PE 0.00 9 211.8 2.73 1T T 24.0 0.09768" PF 2.34 11.63 PT 70.99 12 Cross main Jct K -factor for branchline no. 1 = 211.8/(70.99)^.5 = 25.14 Branchline No. 2 (Beginning pressure increased due to Hyd Ref Pt 11) C = 120 A 15.5 PT 46.37 10 AO1 33.9=4.98(46.37)^.5 F 1.1 PE 0.00 10 33.9 1.42 lEE T 16.6 0.08022 PF 1.33 6.91 A 11.0 PT 47.70 11 AO2 58.0=8.40(47.70)^.5 F 6.8 PE 0.00 11 91.9 1.42 1T T 17.8 0.50735 PF 9.03 18.73 PT 56.73 12 Cross main Jct K -factor for branchline no. 2 = 91.9/(56.73)^.5 = 12.20 Page 7 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #2 POD SUPPLEMENTEL) 1570 SOUTH CENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 C = 120 K=37.34=25.14+12.20 A 32.0 PT 70.99 12 BL1 + BL2 314.6=37.34(70.99)^.5 F 19.5 PE 0.00 12 314.6 2.73 1T T 51.5 0.20311 PF 10.45 17.28 PT 81.44 13 Bulk Jct K -factor for Cross main 1 = 314.6/(81.44)^.5 = 34.86 Page 8 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #2 POD SUPPLEMENTEL) 1570 SOUTH CENTER PARKWAY 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 66.0 PT 81.44 13 CM 1 314.6=34.86(81.44)^.5 F 32.5 PE 1.30 (EL= 3.00 ft) 13 314.6 2.73 1VT 2VE T 98.5 0.20310 PF 20.00 17.28 A 42.0 PT 102.74 14 F 15.5 PE 0.00 14 314.6 3.36 2VE T 57.5 0.07392 PF 4.25 11.41 PT 106.99 15 Top of Riser Riser C = 100 A 9.0 PT 106.99 15 Top of Riser F 15.8 PE 3.90 (EL= 9.00 ft) 15 314.6 4.33 1B11 1GV T 24.8 0.03001 PF 2.76 6.86 1611 = 2.02# 2VE PT 113.65 16 B.O.R. Under ground C = 140 A 68.0 PT 113.65 16 B.O.R. 250.0 gpm = Hose F 31.3 PE 0.00 16 564.6 6.16 lUT4 1GV T 99.3 0.00852 -PF 0.85 6.08 lUE PT 114.49 17 Supply Jct Available flow at 114.49 psi is 4846.0 gpm which is 4281.4 gpm from curve. Supply pressure available with 564.6 gpm flowing is 147.37 psi, thus system requirement is 32.88 psi below supply curve. (22.3%) LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #2 POD SUPPLEMENTEL) 1570 SOUTH CENTER PARKWAY Node Detail Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source Page 9 (ft) Comments 1 30.5 29.57 Orif= 5.60 3/ 141 20.00 2 27.5 24.11 Orif= 5.60 25.00 3 30.5 29.58 Orif= 5.60 20.00 4 [30.5] 37.49 K= 4.98 AO1 12.00 5 [31.0] 38.59 K= 4.98 A01 12.00 6 [32.5] 42.59 K= 4.98 A01 12.00 7 [35.7] 51.38 K= 4.98 AO1 12.00 8 [40.9] 67.32 K= 4.98 AO1 12.00 9 [41.3] 68.65 K= 4.98 AO1 12.00 10 [33.9] 46.37 K= 4.98 AOl 12.00 11 [58.0] 47.70 K= 8.40 AO2 12.00 12 [314.6] 70.99 K=37.34 BL1 + BL2 12.00 13 - 81.44 12.00 14 - 102.74 9.00 15 - 106.99 9.00 16 250.0 113.65 Hose RI1 0.00 17 - 114.49 Supply • 0.00 Page 10 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #2 POD SUPPLEMENTEL) 1570 SOUTH CENTER PARKWAY 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 1.09 8.0 18.7 8.00 30.5 0.2382 4.46 10.5 1 4 29.57 37.49 Fit= 10.7 1T 2E 2 1.09 12.0 16.8 5.00 27.5 0.1972 3.30 9.5 2 3 24.11 29.58 Fit= 4.8 2E 3 1.09 8.0 18.7 8.00 58.0 0.7832 14.65 20.0 3 11 29.58 47.70 Fit= 10.7 2E 1T 4 1.42 15.5 16.6 0.00 30.5 0.0659 1.10 6.2 4 5 37.49 38.59 Fit= 1.1 lEE 5 1.42 15.5 16.6 0.00 61.5 0.2408 4.00 12.5 5 6 38.59 42.59 Fit= 1.1 lEE 6 1.42 15.5 16.6 0.00 94.0 0.5283 8.78 19.1 6 7 42.59 51.38 Fit= 1.1 lEE 7 1.42 15.5 16.6 0.00 129.7 0.9586 15.94 26.4 7 8 51.38 67.32 Fit= 1.1 lEE 8 2.73 15.5 20.4 0.00 170.5 0.0654 1.33 9.4 8 9 67.32 68.65 Fit= 4.9 lEE 9 2.73 4.5 24.0 0.00 211.8 0.0977 2.34 11.6 9 12 68.65 70.99 Fit= 19.5 1T 10 1.42 15.5 16.6 0.00 33.9 0.0802 1.33 6.9 10 11 46.37 47.70 Fit= 1.1 lEE 11 1.42 11.0 17.8 0.00 91.9 0.5073 9.03 18.7 11 12 47.70 70.99 Fit= 6.8 1T 12 2.73 32.0 51.5 0.00 314.6 0.2031 10.45 17.3 12 13 70.99 81.44 Fit= 19.5 1T 13 2.73 66.0 98.5 3.00 314.6 0.2031 20.00 17.3 13 14 81.44 102.74 Fit= 32.5 1VT 2VE 14 3.36 42.0 57.5 0.00 314.6 0.0739 4.25 11.4 14 15 102.74 106.99 Fit= 15.5 2VE 15 4.33 9.0 24.8 9.00 314.6 0.0300 2.76 6.9 15 16 106.99 113.65 Fit= 15.8 1B11 1GV 2VE 16 6.16 68.0 99.3 0.00 564.6 0.0085 0.85 6.1 16 17 113.65 114.49 Fit= 31.3 lUT4 1GV lUE FROM : LNW FIRE SYSTEMS INC. FAX NO. : 425 427 5072 Feb. 18 2003 10:17AM P2 Sheet of .,NW Fire Systems 700 NUJ Gilman Blvd, E103-474 Issaquah WA 98027 Date 02/18/03 Job: BAHAMAWP PROJECT INFORMATION Job_ BAH MA BREEZE (WET SYSTEM AREA ##2 POD SUPPLEMENTEL) 1570 SOUTH CENTER PARKWAY Occupancy Ordinary Hazard Group I Density 0.15 gpm/sq.ft. Area of Operation 1500 square feet Area per Sprinkler Sprinklers Authority having Jurisdiction 225 Square Feat Maximum 1/2 inch orifice N FFA.- 1 3 Hose_ _ T T — 350.0 gpm Inside Hose System type_ _ Wet Water Supply _ 148.00 psi Static, 20.00 psi Residual 10000.0 gpm CALCULATION SUMMARY Demand 116.45 psi 8 414.7 gpm 8 B.O.R. 117.60 psi @ 664.7 gpm 8 Supply 147_15 pe,i assailable 8 €€4.7 gpm Demand is below curve by 29.55 psi Notes: WATER SUPPLY FROM CITY OF TUKWILLA UTILITIES DEPT. PROGRAM: 'HydroCalc' by Micro Space Systems 2354 W Prospect, Chelan, WA 98816 (509) 682-7043 www.microspacesystems.cotl FROM : LNW FIRE SYSTEMS INC. FAX NO. : 425 427 5072 Feb. 18 2003 10:17RM P3 Sprinkler Syste tliWHis".baulVet«Ftl%e)w Calculations cl GGt BA.IiAMA BarEzE cimmT 5,..fryrnm AA vbiti bttet4t,r3ft63e%t;16t4 Raw data previous to any calculations No. Code Diam Length. K£ac1 Kfao2 Press Elev Hose HW Vel Fittings 1 A01 1.087 8.0 5.60 29.57 8.00 0.0 120 32 1T,2E 2 A02 1.0187 12.0 5.60 7.00 5.00 0.0 120 32 2E 3 A02 1.087 8.0 5.60 29.57 8.00 0.0 120 32 2E,1T 4 B1,1 1.416 15.5 A01 0.00 0.00 0.0 120 32 1EE 5 3L1 1.416 15.5 A01 0.00 0.00 0.0 120 32 lEE 6 EL1 1.416 15.5 A01 0.00 0.00 0.0 120 32 1EE 7 BL1 1.416 15.5 A01 0.00 0.00 0.0 120 32 1EE 8 BL1 2.703 15.5 A01 0,00 0.00 0.0 120 32 1EE 9 BL1 2.703 4.5 AO1 0.00 0.00 0.0 120 32 1T 10 BL2 1.416 15.5 AO1 0.00 0.00 0.0 120 32 1EE 11 131,2 1.416 11.0 A02 0.00 0.000.0 120 32 1T 12 CM1 2.703 32.0 BL1 BL2 0.00 0.00 0.0 120 32 1T 13 Bill 2.703 66.0 CM1 0.00 3.000.0 120 32 1VT,2VE 14 BU1 3.314 42.0 0.00 0.00 0.0 120 32 2VE 15 RI1 4.310 9.0 BU1 0.00 9.00 100.0 32 1311,1GV,2VE 46t, ... 16 TJl 6.160 68.0 R11 0.00 0.00 250.0 16 1UT4,1GV,1TJE LNW Fire Systems 700 NW Gilman Blvd, E103-474 Issaquah WA 98027 PROJECT INFORMATION Job BAHAMA BREEZE (WET SYSTEM AREA #1) 1570 SOUTH CENTER PARKWAY 0>3-S--c3C Page 1 Date 01/22/03 Job: BAHAMAWS id -k --7X.,(71.-1/7? CS Occupancy Ordinary Hazard Group I Density 0.15 gpm/sq.ft. Area of Operation 1500 square feet Area per Sprinkler 256 Square Feet Maximum Sprinklers `,?}fi inch orifice Authority having Jurisdiction_ _ NFPA-13 Hose 250.0 gpm Inside Hose System type_ _ Wet Water Supply 148.00 psi Static, 20.00 psi Residual @ 10000.0 gpm Demand CALCULATION SUMMARY 127.53 psi @ 399.4 gpm @ B.O.R. 128.63 psi @ 649.4 gpm @ Supply 147.19 psi available @ 649.4 gpm Demand is below curve by 18.56 psi Notes: WATER SUPPLY FROM CITY OF TUKWILLA UTILITIES DEPT. PROGRAM: 'HydroCalc' by Micro Space Systems 2354 W Prospect, Chelan, WA 98816 (509) 682-7043 www.microspacesystems.com gw o Pressure (PSI) 8 r 0 Page 2 eaun3 Ai!!!gel!eey nom Page 3 LNW Fire Systems Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT4 Underground ASCA tee: flow in bull, out both runs Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple 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 Page 4 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #1) 1570 SOUTH CENTER PARKWAY Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL1 1.420 12.2 5.6 2 BL1 1.420 12.2 5.6 3 BL1 1.420 12.2 5.6 4 BL1 1.650 11.0 5.6 5 BL2 1.420 13.0 5.6 6 BL2 1.420 4.0 14.0 7 BL3 1.420 12.0 14.0 8 BL3 1.420 4.0 14.0 9 RN1 1.420 0.5 BL2 10 RN2 1.420 0.5 BL3 11 CM1 2.727 8.5 RN1 12 CM1 2.727 1.5 RN2 13 CM1 2.727 15.0 BL1 14 CM1 2.727 37.0 RN2 15 BU1 2.727 49.0 CM1 16 BUl 2.727 66.0 17 BU1 3.356 42.0 18 RI1 4.328 9.0 BU1 19 UG1 6.160 68.0 RI1 14.88 0.00 0.0 120 32 14.88 0.00 0.0 120 32 14.88 0.00 0.0 120 32 2EE 14.88 0.00 0.0 120 32 4E,1T 14.88 4.00 0.0 120 32 2E 7.80 3.00 0.0 120 32 lE 7.80 4.00 0.0 120 32 7.80 3.00 0.0 120 32 lE 0.00 0.50 0.0 120 32 1T 0.00 0.50 0.0 120 32 1T 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 lEE,1T 0.00 3.00 0.0 120 32 lEE,2E,1T 0.00 3.00 0.0 120 32 1VT,1VE 0.00 0.00 0.0 120 32 2VE 0.00 9.00 0.0 100 32 1B11,1GV,2VE 0.00 0.00 250.0 140 16 lUT4,1GV,1UE LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #1) 1570 SOUTH CENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Page 5 Notes Branchline No. 1 C = 120 A 12.2 PT 14.88 1 End head 21.6=5.60(14.88)^.5 F 0.0 PE 0.00 1 21.6 1.42 T 12.2 0.03434 PF 0.42 4.38 A 12.2 PT 15.30 2 21.9=5.60(15.30)^.5 F 0.0 PE 0.00 2 43.5 1.42 T 12.2 0.12541 PF 1.53 8.81 A 12.2 PT 16.83 3 23.0=5.60(16.83)^.5 F 2.3 PE 0.00 3 66.5 1.42 2EE T 14.5 0.27477 PF 3.98 13.47 A 11.0 PT 20.81 4 25.6=5.60(20.81)^.5 F 27.1 PE 0.00 4 92.0 1.65 4E 1T T 38.1 0.24140 PF 9.19 13.81 PT 30.00 13 Cross main Jct K -factor for branchline no. 1 = 92.0/(30.00)^.5 = 16.80 Branchline No. 2 C = 120 A 13.0 'PT 14.88 5 End head 21.6=5.60(14.88)^.5 F 6.9 PE 1.73 (EL= 4.00 ft) 5 21.6 1.42 2E T 19.9 0.03434 PF 0.68 4.38 A 4.0 PT 17.30 6 58.2=14.00(17.30)^.5 F 3.5 PE 1.30 (EL= 3.00 ft) 6 79.8 1.42 lE T 7.5 0.38544 PF 2.87 16.17 PT 21.47 9 Riser Nipple Jct K -factor for branchline no. 2 = 79.8/(21.47)^.5 = 17.22 Riser Nipple (Top of RN =Branchline 2) C = 120 A 0.5 PT 21.47 9 BL2 79.8=17.22(21.47)^.5 F 6.9 PE 0.22 (EL= 0.50 ft) 9 79.8 1.42 1T T 7.4 0.38523 PF 2.85 16.17 PT 24.53 11 Cross main Jct K -factor for riser nipple = 79.8/(24.53)^.5 = 16.11 Page 6 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #1) 1570 SOUTH CENTER PARKWAY 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 12.0 PT 7.80 7 End head 39.1=14.00(7.80)^.5 F 0.0 PE 1.73 (EL= 4.00 ft) 7 39.1 1.42 T 12.0 0.10293 PF 1.24 7.92 A 4.0 PT 10.77 8 45.9=14.00(10.77)^.5 F 3.5 PE 1.30 (EL= 3.00 ft) 8 85.0 1.42 lE T 7.5 0.43331 PF 3.23 17.23 PT 15.29 10 Riser Nipple Jct K -factor for branchline no. 3 = 85.0/(15.29)^.5 = 21.73 Riser Nipple (Top of RN =Branchline 3) C = 120 A 0.5 PT 15.29 10 BL3 85.0=21.73(15.29)^.5 F 6.9 PE 0.22 (EL= 0.50 ft) 10 85.0 1.42 1T T 7.4 0.43294 PF 3.20 17.22 PT 18.71 12 Cross main Jct K -factor for riser nipple = 85.0/(18.71)".5 = 19.65 at Hyd Ref Pts 12 14 Page 7 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #1) 1570 SOUTH CENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 13) C = 120 A 8.5 PT 29.72 11 RN#9 87.8=16.11(29.72)^.5 F 0.0 PE 0.00 11 87.8 2.73 T 8.5 0.01917 PF 0.16 4.82 A 1.5 PT 29.88 12 RN#10 107.4=19.65(29.88)^.5 F 0.0 PE 0.00 12 195.2 2.73 T 1.5 0.08402 PF 0.13 10.72 A 15.0 PT 30.00 13 BL1 92.0=16.80(30.00)^.5 F 0.0 PE 0.00 13 287.2 2.73 T 15.0 0.17164 PF 2.57 15.78 A 37.0 PT 32.58 14 RN#10 112.2=19.65(32.58)^.5 F 24.3 PE 0.00 14 399.4 2.73 lEE 1T T 61.3 0.31583 PF 19.37 21.94 PT 51.95 15 Bulk JD K -factor for Cross main 1 = 399.4/(51.95)^.5 = 55.41 Page 8 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #1) 1570 SOUTH CENTER PARKWAY 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 49.0 PT 51.95 15 CM 1 399.4=55.41(51.95)^.5 F 43.8 PE 1.30 (EL= 3.00 ft) 15 399.4 2.73 1EE 2E T 92.8 0.31584 PF 29.31 21.94 1T A 66.0 PT 82.56 16 F 26.0 PE 1.30 (EL= 3.00 ft) 16 399.4 2.73 1VT 1VE T 92.0 0.31584 PF 29.04 21.94 A 42.0 PT 112.91 17 F 15.5 PE 0.00 17 399.4 3.36 2VE T 57.5 0.11495 PF 6.61 14.49 PT 119.52 18 Top of Riser Riser C = 100 A 9.0 PT 119.52 18 Top of Riser F 15.8 PE 3.90 (EL= 9.00 ft) 18 399.4 4.33 1B11 1GV T 24.8 0.04667 PF 4.12 8.71 1B11 = 2.96# 2VE PT 127.53 19 B.O.R. Under ground A 68.0 PT 127.53 19 250.0 gpm = Hose F 31.3 PE 0.00 19 649.4 6.16 1UT4 1GV T 99.3 0.01103 PF 1.10 lUE PT 128.63 20 6.99 C = 140 B.O.R. Supply Jct Available flow at 128.63 psi is 3603.4 gpm which is 2954.0 gpm from curve. Supply pressure available with 649.4 gpm flowing is 147.19 psi, thus system requirement is 18.56 psi below supply curve. (12.6%) { LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (WET SYSTEM AREA #1) 1570 SOUTH CENTER PARKWAY Node Detail Discharge Pressure Outlet Elevation ode (gpm) (psi) K -Value Source Page 9 (ft) Comments 1 21.6 14.88 Orif= 5.60 2 21.9 15.30 Orif= 5.60 3 23.0 16.83 Orif= 5.60 4 25.6 20.81 Orif= 5.60 5 21.6 14.88 Orif= 5.60 6 58.2 17.30 Orif=14.00 7 39.1 7.80 Orif=14.00 8 45.9 10.77 Orif=14.00 9 [79.8] 21.47 K=17.22 10 [85.0] 15.29 K=21.73 11 [87.8] 29.72 K=16.11 12 [107.4] 29.88 K=19.65 13 [92.0] 30.00 K=16.80 14 [112.2] 32.58 K=19.65 15 - 51.95 16 - 82.56 17 - 112.91 18 - 119.52 19 250.0 127.53 Hose 20 - 128.63 15.00 15.00 �{ 15.00 15.00 22.50 18.50 22.50 18.50 BL2 15.50 BL3 15.50 RN#9 15.00 RN#10 15.00 BL1 15.00 RN#10 15.00 15.00 12.00 9.00 9.00 RIl 0.00 Supply 0.00 FROM : LNW FIRE SYSTEMS INC. QST3 -s - FAX NO. : 425 427 5072 Feb. 18 2003 10:18AM P4 Sheet of L3TW Fire Systems 700 NW Gilman Blvd, E103-474 Issaquah WA 98027 Date 02/18/03 Job: BAHAMAWS PROJECT :NFORM.ATI0N Job BAHAMA BREEZE (WET SYSTEM AREA #1) 1570 SOUTH CENTER PARKWAY Occupancy Density Area of Operation Area per Sprinkler Sprinklers Authority having Jurisdiction Ordinary Hazard Group 1 0.15 gpm/sq.ft. 1500 square feet 256 Square Feet Maximum 1/2 inch orifice Nin PA --13 Hose 350.0 gpm Inside Hose 3y3tem type_ _ Wet Water Supply _ 148.00 psi Static, 20.00 psi Residual @ 10000.0 gpm CALCULATION SUMMARY Demand 132.18 psi @ 499.6 gpm Ca. B.O.R. 133.61 psi @ 749.6 gpm @ Supply 146.34 psi available @ 749.6 gpm Demand is below curve by 13.33 psi Notes: WATER SUPPLY FROM CI'T'Y OF TUISWILLA UTILITIES DEPT. PROGRAM: `HydxoCa1c' by Micro Space Systeme 2354 W Prospect, Chelan, ISA 99816 (509) 682-7043 www.microspacesyst.ems.c:arn FROM : LNW FIRE SYSTEMS INC. 0 FAX NO. : 425 427 5072 Feb. 18 2003 10:18AM P5 LNW Fire 5y3temw Sprinkler Systems Hydraulic Flow Calculations Sheet BA.H1.NA BREEZE tWET SYSTEM AREA 41 j 1570 SOUTH CENTER PARKWAY Raw data previous to any calculations No. Code Diem Length Kfacl Kfac2 Pres Elev Hose HIS Vel Fittings 1 BL1 1.420 12.2 5.6 2 BL1 1.420 12.2 5.6 3 BL1 1.420 12_2 5.6 4 BL1 1.650 11.0 5.6 5 BL2 1.420 13.0 5.6 6 BL2 1.4.20 4.0 14.0 7 BLS 1.420 12.0 14.0 8 BL3 1.420 4.0 14.0 9 RN1 1.420 0.5 B1.2 10 RN2 1.420 0.5 ELS 11 CM1 2.703 8.5 RN1 12 CM1 2.703 1.5 RN2 13 CM1 2.703 15,0 BL1 14 CM1 2.703 37.0 RN2 15 BU1 2.703 49.0 CM1 16 BU1 2.703 66.0 17 BU1 3.314 42.0 18 RI1 4.310 9.0 LU1 19 UG1 6.160 68.0 RI1 14.88 0.00 0.0 120 32 14.88 0.00 0.0 120 32 14.88 0.00 0.0 120 32 2EE 14.88 0.00 0.0 120 32 4E,1T 14.88 4.00 0.0 120 32 2E 7.80 3.00 0.0 120 32 1E 7.80 4.00 0.0 120 32 7.80 3.00 0.0 120 32- 1E 0.00 0.50 0.0 120 32 1T 0.00 0.50 0.0 120 32 IT 0.00 0.00 0.0 120 32 0.0C 0.00 0.0 1220 32 0.00 0.00 0.0 120 32 0.00 0.00 0.0 120 32 IEE,IT 0.00 3.00 0.0 120 32 1EE,2E,1T 0.00 3.00 0.0 120 32 1VT, 1VE 0.00 0.00 0,0 120 32 2VE 0.00 9.00 100.0_;,?0 32 1B11, 1cv, :AVE 0.00 0.00 250.0 , X16 1UT4,1GV,1UE FROM : LNW FIRE SYSTEMS INC. FAX NO. : 425 427 5072 • LNW Fire S 7 s t e ri s 700 NW Gilman Blvd, E103-474 Issaquah WA 98027 PROJECT INFORMATION Job BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY 03-s -m3% Feb. 13 2003 10 : 19AM P6 Sheet of Date 02/18/03 Job: BAE MAD$ Occupancy Density Area of operation Area per Sprinkler Sprinklers Authority having Jurisdiction Hose 350.0 gpm Inside System type_ _ Dry Ordinary Hazard Group I 0.15 gpm/sq.ft. 1950 square feet 225 Square Feet Maximum 1/2 inch orifice dFPA-13 Hese Water Supply — 149.00 psi Static, 20.00 psi Residual La 10000.0 gpm Demand 135.10 146.64 Demand CALCULATION SUMMARY psi @ 608.2 gpm @ B.U.R. psi @ 858.2 gprr. C Supply psi available @ 958.2 gpm is below c_ue;ve by 9.1.. psi Notes: WATER SUPPLY FROM CITY OF TUK['7ILLA UTILITIES DEPT. PROGRAM: 'HydroCalc' by Micro Space Systems 2354 c Prospect, Chelan, WA 98816 (509) 682-7043 www.microspacesystems.ccm FRC1 : LNW FIRE SYSTEMS INC. FAX NO. : 425 427 5072 Fe.3. 18 2003 113:20AM R7 Sheet LNW ff.7 Sy, terns Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY Raw ciata previous to any calculations No. Code Diam Length Kfae1 Kfac2 Press E1ev Hose BW Vel Fittings 1 A01 1.087 6.5 5.5 10.71 3.00 0.0 100 32 1T 2 A02 1.097 2.5 5.5 10.71 2.00 0.0 100 32 1T 3 A03 1.087 5.0 5.5 7.00 3.00 0.0 100 32 1T 4 BL1 1.087 9.0 5.5 7.00 6.00 0.0 100 32 2E 5 BL1 1.087 3.0 5.5 7.00 1.00 0.0 100 32 1T 6 13122 1.087 9.0 5.5 7.00 6.00 0.0 100 32 3E 7 13LZ 1.087 4.0 5.5 7.00 1.00 0.0 100 32 1T 9 BL3 1.416 18.0 AOI 0.00 0.00 0.0 100 32 1EE 9 BL3 1.416 18.0 A01 0.00 0.00 0.0 100 32 ZEE 10 BL3 1.416 3.0 A01 0.00 0.00 0.0 100 32 1EE 11 33L3 1.416 9.0 A03 0.00 0.00 0.0 100 32 12E, 1'_', 2E 12 51,4 1.416 6,0 A01 0.00 0.00 0.0 100 32 1T,2E 13 CM1 2.227 8.0 BL3 5704 0.00 0.00 0.0 100 32 1T 14 CM1 2.227 3.0 A02 0.00 0.00 0.0 100 32 15 CMI 2.227 4,0 A03 0.00 0.00 0.0 100 32 1T 16 CM2 2.227 9.0 BL1 0.00 0.00 0.0 100 32 17 CSN 2,227 11.0 BL2 0.00 0.00 0.0 100 32 18 CM2 2.227 19,`0 3L2 ;`.00 0.00 0.0 100 32 1E 19 CM2 2.227 11.0 A02 0.017 0.00 0.0 103 32 20 CM2 2.227 6.0 A02 0.00 0.00 0.0 100 32 21 CM2 2.227 5.0 CM1 0.00 0.00 0.0 100 32 22 CM2 2.227 5.0 A02 0.00 0.00 0.0 100 32 1VF 23 CM2 2.227 14.0 0.00 0.00 0.0 100 32 24 CM2 2.703 7.0 3L2 0,00 0.00 0.0 100 32 25 CM2 2.703 14.0 BL2 0,.00 0.00 0.0 100 32 2VE,1VT 26 B[J1 3,314 70.0 0M2 0.00 3.00 0.0 100 32 4VE, 2, EE, 1` T 27 ail 4.310 9.0 BU1 0.00 c.9.00 100.0 100 32 1811, GV,2VE,1DPV 28 UG1 6.160 68.0 RI's. 0.00 0.00 250.0 140 16 1LTT4, 1GV, 1UE Page 1 LNW Fire Systems 700 NW Gilman Blvd, E103-474 Issaquah WA 98027 Date 02/14/03 Job: BAHAMADS PROJECT INFORMATION Job BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY Occupancy Ordinary Hazard Group I Density 0.15 gpm/sq.ft. Area of Operation 1950 square feet Area per Sprinkler 225 Square Feet Maximum Sprinklers 1/2 inch orifice Authority having JurisdictionNFPA-13 Hose 250.0 gpm Inside Hose System type Dry Water Supply _ 148.00 psi Static, 20.00 psi Residual @ 10000.0 gpm Demand CALCULATION SUMMARY 130.55 psi @ 508.1 gpm @ B.O.R. 132.01 psi @ 758.1 gpm @ Supply 146.92 psi available @ 758.1 gpm Demand is below curve by 14.91 psi Notes: WATER SUPPLY FROM CITY OF TUKWILLA UTILITIES DEPT. PROGRAM: 'HydroCalc' by Micro Space Systems 2354 W Prospect, Chelan, WA 98816 (509) 682-7043 www.microspacesystems.com Pressure (PSI) o o 0 0 0 0 0 co 0 0 0 Page 2 o o 0 0 O O O co 0 O 0Cf) D cD 30, a 3 N En (D d nQa cn• N cD • i)() 3CD W 0-nX (7 m 11 II C II • W W cc, N O 0- Ol O 0 O N -• 0a O ^ m -.I (11 U1 0 03 Os 001 .•—• • W00 00 O -p "6 3g w 3 3 0 3 o o o.° 70 * o a° anan3 Amigei!env JaleM Page 3 LNW Fire Systems Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow EE Forty five degree elbow VT Victaulic tee VE Victaulic ninety degree elbow VEE Victaulic forty five degree elbow B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. DPV Dry pipe valve GV Gate valve UE Underground ASCA ninety degree elbow UT4 Underground ASCA tee: flow in bull, out both runs Description of Other abbreviations Code Description AO Arm -over 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 No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 AO1 AO2 AO3 BL1 BL1 BL2 BL2 BL3 BL3 BL3 BL3 BL4 CM1 CM1 CM1 CM2 CM2 CM2 CM2 CM2 CM2 CM2 CM2 CM2 CM2 BU1 RI1 28 UG1 Page 4 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY Raw data previous to any calculations Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1.087 6.5 5.5 10.71 3.00 0.0 100 32 1T 1.087 2.5 5.5 10.71 2.00 0.0 100 32 1T 1.087 5.0 5.5 7.00 3.00 0.0 100 32 1T 1.087 9.0 5.5 7.00 6.00 0.0 100 32 2E 1.087 3.0 5.5 7.00 1.00 0.0 100 32 1T 1.087 9.0 5.5 7.00 6.00 0.0 100 32 3E 1.087 4.0 5.5 7.00 1.00 0.0 100 32 1T 1.416 18.0 AOl 0.00 0.00 0.0 100 32 1EE 1.416 18.0 AO1 0.00 0.00 0.0 100 32 2EE 1.416 3.0 AOl 0.00 0.00 0.0 100 32 lEE 1.416 9.0 AO3 0.00 0.00 0.0 100 32 lEE,1T,2E 1.416 6.0 AO1 '0.00 0.00 0.0 100 32 1T,2E 2.227 8.0 BL3 BL4 0.00 0.00 0.0 100 32 1T 2.227 3.0 AO2 0.00 0.00 0.0 100 32 2.227 4.0 AO3 0.00 0.00 0.0 100 32 1T 2.227 9.0 BL1 0.00 0.00 0.0 100 32 2.227 11.0 BL2 0.00 0.00 0.0 100 32 2.227 19.0 BL2 0.00 0.00 0.0 100 32 lE 2.227 11.0 AO2 0.00 0.00 0.0 100 32 2.227 6.0 AO2 0.00 0.00 0.0 100 32 2.227 5.0 CM1 0.00 0.00 0.0 100 32 2.227 5.0 AO2 0.00 0.00 0.0 100 32 1VE 2.227 14.0 0.00 0.00 0.0 100 32 2.727 7.0 BL2 0.00 0.00 0.0 100 32 2.727 14.0 BL2 0.00 0.00 0.0 100 32 2VE,1VT 3.356 70.0 CM2 0.00 3.00 0.0 100 32 4VE,2VEE,1VT 4.328 9.0 BU1 0.00 9.00 0.0 100 32 1B11,1GV,2VE,1DPV 6.160 68.0 RIl 0.00 0.00 250.0 140 16 lUT4,1GV,1UE Page 5 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 100 A 6.5 PT 10.71 1 18.0=5.50(10.71)^.5 F 4.2 PE 1.30 (EL= 3.00 ft) 1 18.0 1.09 1T T 10.7 0.12616 PF 1.35 6.22 PT 13.36 8 B1 Jct K -factor for arm -over 1 = 18.0/(13.36)^.5 = 4.92 at Hyd Ref Pts 8 9 10 12 Arm -over 2 A 2.5 PT 10.71 18.0=5.50(10.71)^.5 F 4.2 PE 0.87 2 18.0 1.09 1T T 6.7 0.12616 PF 0.85 PT 12.43 K -factor for arm -over 2 = 18.0/(12.43)^.5 = 5.11 at Hyd Ref Pts 14 19 20 22 Arm -over 3 A 5.0 PT 7.00 14.6=5.50(7.00)".5 F 4.2 PE 1.30 3 14.6 1.09 1T T 9.2 0.08513 PF 0.79 PT 9.09 K -factor for arm -over 3 = 14.6/(9.09)^.5 = 4.84 at Hyd Ref Pts 11 15 C = 100 (EL= 2.00 ft) 6.22 14 Bl Jct C = 100 (EL= 3.00 ft) 5.03 11 Bl Jct 2 3 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Page 6 Notes Branchline No. 1 C = 100 A 9.0 PT 7.00 4 End head 14.6=5.50(7.00)^.5 F 3.4 PE 2.60 (EL= 6.00 ft) 4 14.6 1.09 2E T 12.4 0.08513 PF 1.05 5.03 A 3.0 PT 10.65 5 18.0=5.50(10.65)^.5 F 4.2 PE 0.43 (EL= 1.00 ft) 5 32.5 1.09 1T T 7.2 0.37649 PF 2.73 11.24 PT 13.81 16 Cross main Jct K -factor for branchline no. 1 = 32.5/(13.81)^.5 = 8.75 Branchline No. 2 C = 100 A 9.0 PT 7.00 6 End head 14.6=5.50(7.00)^.5 F 5.1 PE 2.60 (EL= 6.00 ft) 6 14.6 1.09 3E T 14.1 0.08513 PF 1.20 5.03 A 4.0 PT 10.80 7 18.1=5.50(10.80)^.5 F 4.2 PE 0.43 (EL= 1.00 ft) 7 32.6 1.09 1T T 8.2 0.37910 PF 3.12 11.28 PT 14.35 17 Cross ma❑ Jct K -factor for branchline no. 2 = 32.6/(14.35)^.5 = 8.60 at Hyd Ref Pts 17 18 24 25 Branchline No. 3 C = 100 A 18.0 PT 13.36 8 A0: 18.0=4.92(13.36)^.5 F 0.8 PE 0.00 8 18.0 1.42 lEE T 18.8 0.03481 PF 0.65 3.67 A 18.0 PT 14.02 9 AO1 18.4=4.92(14.02)^.5 F 1.6 PE 0.00 9 36.4 1.42 2EE T 19.6 0.12832 PF 2.52 7.42 A 3.0 PT 16.54 10 A0: 20.0=4.92(16.54)^.5 F 0.8 PE 0.00 10 56.5 1.42 1EE T 3.8 0.28850 PF 1.10 11.50 A 9.0 PT 17.64 11 AC3 20.4=4.84(17.64)^.5 F 10.5 PE 0.00 11 76.8 1.42 lEE 1T T 19.5 0.50976 PF 9.95 15.65 2E PT 27.58 13 Cross main Jc: K -factor for branchline no. 3 = 76.8/(27.58)^.5 = 14.62 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Page 7 Notes Branchline No. 4 C = 100 A 6.0 PT 13.36 12 AO1 18.0=4.92(13.36)^.5 F 9.7 PE 0.00 12 18.0 1.42 1T 2E T 15.7 0.03481 PF 0.55 3.67 PT 13.91 13 Cross main Jct K -factor for branchline no. 4 = 18.0/(13.91)^.5 = 4.83 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Page 8 Notes Cross main 1 C = 100 K=19.45=14.62+4.83 A 8.0 PT 27.58 13 BL3 + BL4 102.2=19.45(27.58)^.5 F 10.3 PE 0.00 13 102.2 2.23 1T T 18.3 0.09524 PF 1.74 8.41 A 3.0 PT 29.32 14 AO2 27.7=5.11(29.32)^.5 F 0.0 PE 0.00 14 129.8 2.23 T 3.0 0.14834 PF 0.45 10.69 A 4.0 PT 29.77 15 AO3 26.4=4.84(29.77)^.5 F 10.3 PE 0.00 15 156.2 2.23 1T T 14.3 0.20901 PF 2.98 12.87 PT 32.75 21 Cross main Jct K -factor for Cross main 1 = 156.2/(32.75)^.5 = 27.30 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Page 9 Notes Cross main 2 (Beginning pressure increased due to Hyd Ref Pt 21) C = 100 A 9.0 PT 24.28 16 BL1 43.1=8.74(24.28)^.5 F 0.0 PE 0.00 16 43.1 2.23 T 9.0 0.01929 PF 0.17 3.55 A 11.0 PT 24.46 17 BL2 42.6=8.60(24.46)^.5 F 0.0 PE 0.00 17 85.7 2.23 T 11.0 0.06875 PF 0.76 7.05 A 19.0 PT 25.21 18 BL2 43.2=8.60(25.21)^.5 F 5.1 PE 0.00 18 128.9 2.23 lE T 24.1 0.14636 PF 3.53 10.61 A 11.0 PT 28.75 19 A02 27.4=5.11(28.75)^.5 F 0.0 PE 0.00 19 156.2 2.23 T 11.0 0.20903 PF 2.30 12.87 A 6.0 PT 31.04 20 A02 28.5=5.11(31.04)^.5 F 0.0 PE 0.00 20 184.7 2.23 T 6.0 0.28485 PF 1.71 15.21 A 5.0 PT 32.75 21 CM 1 156.2=27.30(32.75)".5 F 0.0 PE 0.00 21 340.9 2.23 T 5.0 0.88533 PF 4.43 28.08 A 5.0 PT 37.18 22 A02 31.1=5.11(37 18)^.5 F 3.6 PE 0.00 22 372.0 2.23 1VE T 8.6 1.04070 PF 8.94 30.64 A 14.0 PT 46.12 23 F 0.0 PE 0.00 23 372.0 2.23 T 14.0 1.04070 PF 14.57 30.64 A 7.0 PT 60.69 24 BL2 67.0=8.60(60.69)" 5 F 0.0 PE 0.00 24 439.1 2.73 T 7.0 0.52728 PF 3.69 24.12 A 14.0 PT 64.38 25 BL2 69.1=8.60(64.38)^.5 F 23.2 PE 0.00 25 508.1 2.73 2VE 1VT T 37.2 0 69083 PF 25.67 27.91 PT 90.05 26 Bulk Jct K -factor for Cross main 2 = 508.1/(90.05)^.5 = 53.54 Page 10 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY 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 70.0 PT 90.05 26 CM 2 508.1=53.54(90.05)^.5 F 42.2 PE 1.30 (EL= 3.00 ft) 26 508.1 3.36 4VE 2VEE T 112.2 0.25141 PF 28.21 18.43 1VT PT 119.56 27 Top of Riser Riser C = 100 A 9.0 PT 119.56 27 Top of Riser F 26.0 PE 3.90 (EL= 9.00 ft) 27 508.1 4.33 1B11 1GV T 35.0 0.07285 PF 7.09 11.08 1B11 = 4.55# 2VE 1DPV PT 130.55 28 B.O.R. Under ground A 68.0 PT 130.55 28 250.0 gpm = Hose F 31.3 PE 0.00 28 758.1 6.16 1UT4 1GV T 99.3 0.01469 PF 1.46 lUE PT 132.01 29 8.16 C = 140 B.O.R. Supply Jct Available flow at 132.01 psi is 3248.6 gpm which is 2490.5 gpm from curve. Supply pressure available with 758.1 gpm flowing is 146.92 psi, thus system requirement is 14.91 psi below supply curve. (10.1%) LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY Node Detail Discharge Pressure Outlet Node (gpm) (psi) K -Value Source Page 11 Elevation (ft) Comments 1 18.0 10.71 Orif= 5.50 15.00 2 18.0 10.71 Orif= 5.50 14.00 3 14.6 7.00 Orif= 5.50 15.00 4 14.6 7.00 Orif= 5.50 19.00 5 18.0 10.65 Orif= 5.50 13.00 6 14.6 7.00 Orif= 5.50 19.00 7 18.1 10.80 Orif= 5.50 13.00 8 [18.0] 13.36 K= 4.92 A01 12.00 9 [18.4] 14.02 K= 4.92 A01 12.00 10 [20.0] 16.54 K= 4.92 A01 12.00 11 [20.4] 17.64 K= 4.84 A03 12.00 12 [18.0] 13.36 K= 4.92 A01 12.00 13 [102.2] 27.58 K=19.45 BL3 + BL4 12.00 14 [27.7] 29.32 K= 5.11 A02 12.00 15 [26.4] 29.77 K= 4.84 A03 12.00 16 [43.1] 24.28 K= 8.74 BL1 12.00 17 [42.6] 24.46 K= 8.60 BL2 12.00 18 [43.2] 25.21 K= 8.60 BL2 12.00 19 [27.4] 28.75 K= 5.11 A02 12.00 20 [28.5] 31.04 K= 5.11 A02 12.00 21 - 32.75 12.00 22 [31.1] 37.18 K= 5.11 A02 12.00 23 - 46.12 12.00 24 [67.0] 60.69 K= 8.60 BL2 12.00 25 [69.1] 64.38 K= 8.60 BL2 12.00 26 - 90.05 12.00 27 - 119.56 9.00 28 250.0 130.55 Hose RI1 0.00 29 - 132.01 Supply 0.00 Page 12 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY 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 1.09 6.5 10.7 3.00 18.0 0.1262 1.35 6.2 1 8 10.71 13.36 Fit= 4.2 1T 2 1.09 2.5 6.7 2.00 18.0 0.1262 0.85 6.2 2 14 10.71 29.32 Fit= 4.2 1T 3 1.09 5.0 9.2 3.00 14.6 0.0851 0.79 5.0 3 11 7.00 17.64 Fit= 4.2 1T 4 1.09 9.0 12.4 6.00 14.6 0.0851 1.05 5.0 4 5 7.00 10.65 Fit= 3.4 2E 5 1.09 3.0 7.2 1.00 32.5 0.3765 2.73 11.2 5 16 10.65 24.28 Fit= 4.2 1T 6 1.09 9.0 14.1 6.00 14.6 0:0851 1.20 5.0 6 7 7.00 10.80 Fit= 5.1 3E 7 1.09 4.0 8.2 1.00 32.6 0.3791 3.12 11.3 7 17 10.80 24.46 Fit= 4.2 1T 8 1.42 18.0 18.8 0.00 18.0 0.0348 0.65 3.7 8 9 13.36 14.02 Fit= 0.8 lEE 9 1.42 18.0 19.6 0.00 36.4 0.1283 2.52 7.4 9 10 14.02 16.54 Fit= 1.6 2EE 10 1.42 3.0 3.8 0.00 56.5 0.2885 1.10 11.5 10 11 16.54 17.64 Fit= 0.8 lEE 11 1.42 9.0 19.5 0.00 76.8 0.5098 9.95 15.6 11 13 17.64 27.58 Fit= 10.5 lEE 1T 2E 12 1.42 6.0 15.7 0.00 18.0 0.0348 0.55 3.7 12 13 13.36 27.58 Fit= 9.7 1T 2E 13 2.23 8.0 18.3 0.00 102.2 0.0952 1.74 8.4 13 14 27.58 29.32 Fit= 10.3 1T 14 2.23 3.0 3.0 0.00 129.8 0.1483 0.45 10.7 14 15 29.32 29.77 15 2.23 4.0 14.3 0.00 156.2 0.2090 2.98 12.9 15 21 29.77 32.75 Fit= 10.3 1T 16 2.23 9.0 9.0 0.00 43.1 0.0193 0.17 3.5 16 17 24.28 24.46 17 2.23 11.0 11.0 0.00 85.7 0.0687 0.76 7.1 17 18 24.46 25.21 18 2.23 19.0 24.1 0.00 128.9 0.1464 3.53 10.6 18 19 25.21 28.75 Fit= 5.1 lE 19 2.23 11.0 11.0 0.00 156.2 0.2090 2.30 12.9 19 20 28.75 31.04 20 2.23 6.0 6.0 0.00 184.7 0.2849 1.71 15.2 20 21 31.04 32.75 21 2.23 5.0 5.0 0.00 340.9 0.8853 4.43 28.1 21 22 32.75 37.18 Page 13 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE 1570 SOUTH CENTER PARKWAY 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) 22 2.23 5.0 8.6 0.00 372.0 1.0407 8.94 30.6 22 23 37.18 46.12 Fit= 3.6 1VE 23 2.23 14.0 14.0 0.00 372.0 1.0407 14.57 30.6 23 24 46.12 60.69 24 2.73 7.0 7.0 0.00 439.1 0.5273 3.69 24.1 24 25 60.69 64.38 25 2.73 14.0 37.2 0.00 508.1 0.6908 25.67 27.9 25 26 64.38 90.05 Fit= 23.2 2VE 1VT 26 3.36 70.0 112.2 3.00 508.1 0.2514 28.21 18.4 26 27 90.05 119.56 Fit= 42.2 4VE 2VEE 1VT 27 4.33 9.0 35.0 9.00 508.1 0:0728 7.09 11.1 27 28 119.56 130.55 Fit= 26.0 1B11 1GV 2VE 1DPV 28 6.16 68.0 99.3 0.00 758.1 0.0147 1.46 8.2 28 29 130.55 132.01 Fit= 31.3 lUT4 1GV lUE WASHINGTON SURVEYING & RATING BUREAU 200 1st Avenue West tel 206.217.WSRB Suite 500 fax 206.217.WFAX Seattle, WA 98119 web www.wsrb.com Underwriting Information, Filings, & Property Loss Costs Jose A. Buitrago Senior Field Representative/Plan Review jose.buitrago@wsrb.com (206)-273-7157 January 30, 2003 PLAN SHEETS 1-2 of 2 SUBJECT Bahama Breeze Restaurant 15700 — Southcenter Parkway Tukwila, Washington The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction and to witness tests of the local alarm and 2 -inch water supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow test has to be conducted within the last 5 years. Flow tests generated by computer model are not acceptable. 2. Extended coverage -type sprinklers are not acceptable for fire insurance rating purposes. 3. The design of .15/1,500 (with 30% area increase for the dry system) is acceptable for ordinary hazard group 1. Revise sprinkler spacing to 130 -sq ft. maximum for ordinary group hazards as per NFPA 13. 4. Sprinklers with K -factor of 5.6 or larger should be provided for ordinary hazards. Do not mix sprinklers with different orifice size in the same fire loading area. 5. Hydraulic Calculations does not include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB for all hazards. See table at end of review comments. 6. Provide a variable pressure alarm valve for wet system and outside water motor alarm gong. 7. Provide an outside property indicating control valve (PIV) and wall indicating system control valve (WIV). Replace all butterfly control valves with indicating gate valves with unobstructed waterways, which are listed and labeled by UL for fire service. 8. Provide complete calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in NFPA 13. 9. Hangers should be i rding to UL listing and as specified by NFPA 13. Bu au SuNa� '��n�® ip��� ViaS 111 % ���' liNSN. oie tett. a ffect at cl°c SEP`..: _ _„� eX��o_-cry-ate.�.,ot';d"e :n 10. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 11. Insulation batts should be secured in place with wire mesh to prevent sagging and possible obstruction to sprinkler discharge. 12. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, combustible blind and roof spaces, and to roof skylights. • Area/Density Design Method- Any point on the appropriate area/density curve from NFPA 13 is acceptable (including curves for high-temperature sprinklers). Hose line requirements should be added per the following table: hazard description inside hose at base of riser outside hose allowance light hazard 100 gpm none ordinary hazard 100 gpm 250 gpm extra hazard and warehouses 100 gpm 500 gpm The system should be designed to provide combined sprinkler/hose residual flow after adjusting the flow test for a cushion of 10% below the static pressure (minimum of 5 psi and maximum of 10 psi cushion). Page 1 LNW Fire Systems 700' NW GILMAN BLVD STE.E-103 ISSAQUAH WA. 98027 Date 12/02/04 Job: BAHAMA-2 PROJECT INFORMATION Job BAHAMA BREEZE (COOLER ADDITION) 41—$-SOUTHCENTER PARKWAY /5'700 Occupancy Ordinary Hazard Group I Density 0.15 gpm/sq.ft. Area of Operation 288 square feet Area per Sprinkler 96 SQ. FT Sprinklers 1/2 inch orifice Authority having Jurisdiction_ _ NFPA-13 Hose 250.0 gpm Inside Hose System type_ Dry Water Supply 148.00 psi Static, 20.010 psi Residual @ 10000.0 gpm Demand CALCULATION SUMMARY 45.32 psi @ 50.9 gpm @ B.O.R. 48.38 psi @ 300.9 gpm @ Supply 147.80 psi available @ 300.9 gpm Demand is below curve by 99.42 psi Notes: WATER SUPPLY FROM CITY GE TUKWILA UTILITIES PROGRAM: 'HydroCalc' by Micro Space Systems 2344 W Prospect, Chelan, WA 98816 www.microspacesystems.com (R O 0 0) O 0 O 1Y g Q 0- 0 m o - g O 0- O 0 0 0 Page 2 Pressure (PSI) r 0 8) fS $ 0 .0) 0 0 0 0 0 0 03 0 I 1 1 1 1 1 1 1 1 1 1 1 1 I 01 emn3 AIlgeIleny Ja;eM Page 3 LNW Fire Systems Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VE Victaulic ninety degree elbow B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy. DPV Dry pipe valve GV Gate valve UE Underground ASCA ninety degree elbow UT4 Underground ASCA tee: flow in bull, out both runs 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 Page 4 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (COOLER ADDITION) 1770 SOUTHCENTER PARKWAY Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 BL1 1.087 12.0 5.5 7.00 0.00 0.0 100 321T 2 BL1 1.087 12.0 5.5 7.00 0.00 0.0 100 321T 3 BL1 1.087 14.5 5.5 7.00 0.00 0.0 100 322E 4 CM1 1.650 73.0 BL1 0.00 0.00 0.0 100 322T,1E 5 BU1 1.650 2.0 CM1 0.00 0.00 0.0 100 322T,1E 6 RI1 4.328 9.0 BU1 0.00 9.00 0.0 100 321GV,2VE,1DPV 7 UG1 6.160 68.0 RIl 0.00 3.00 250.0 140 32 1B11,1UT4,1GV,1UE Page 5 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (COOLER ADDITION) 1770 SOUTHCENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) ('inch) and Dev (ft} (ps.i/f_t)_ (psi} RPf (fps) Notes Branchline No. 1 C = 100 A 12.Q PT 7.00 1 End head 14.6=5.50(7.00)^.5 F 4.2 PE 0.00 1 14.6 1.09 1T T 16.2 0.08513 PF 1.38 5.03 A 12.0 PT 8.38 2 15.9=5.50(8.38)^.5 F 4.2 PE 0.00 2 30.5 1.09 1T T 16.2 0.33420 PF 5.43 10.54 A 14.5 PT 13.81 3 20.4=5.50(13.81)".5 F 3.4 PE 0.00 3 50.9 1.09 2E T 17.9 0.86369 PF 15.45 17.60 PT 29.26 4 Cross main Jct K -factor for branchline no. 1 = 50.9/(29.26)^.5 = 9.41 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (COOLER ADDITION) 1770 SOUTHCENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Page 6 Notes Cross main 1 C = 100 A 73.0 PT 29.26 4 BL1 50.9=9.41(29.26)".5 F 16.1 PE 0.00 4 50.9 1.65 2T lE T 89.1 0.11309 PF 10.07 7.64 PT 39.34 5 Bulk Jct K -factor for Cross main 1 = 50.9/(39.34)^.5 = 8.12 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (COOLER ADDITION) 1770 SOUTHCENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Bulk ____ 5 A 2.0 PT 3-9.34 5, 50.9=8.12(39.34)".5 F 16.1 PE 0.00 50.9 1.65 2T lE T 18.1 0.11309 PF 2.05 7.64 PT 41.38 6 Page 7 Notes C = 100 CM 1 Top of Riser Riser C = 100 A 9.0 PT 41.38 6 Top of Riser F 26.0 PE 3.90 (EL= 9.00 ft) 6 50.9 4.33 1GV 2VE T 35.0 0.00103 PF 0.04 1.11 1DPV PT' 45.32 7 B.O.R. Under ground C = 140 A 68.0 PT 45.32 7 B.O.R. 250.0 gpm = Hose F 31.3 PE 1.30 (EL= 3.00 ft) 7 300.a 6-L6 1&11 lUT4 T 9-9-1 0_U1266- PF 1.76 3.24 1B11 = 1.50# 1GV 1UE PT 48.38 8 Supply Jct Available flow at 48.3S psi is 8732.8 gpm which is 8-4-31.9 gpm from curve. Supply pressure available with 300.9 gpm flowing is 147.80 psi, thus system requirement- is- 99-.4'2 psi be_Lo_w supply curve. (67.3%). Page 8 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (COOLER ADDITION) 1770 SOUTHCENTER PARKWAY Node Detail Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 1 14.6 7.00 Orif= 5.50 12.00 2 15.9 8.38 Orif= 5.50 12.00 3 20.4 13.91 Orif= 5.50 12.00 4 - 29.26 12.00 5 - 39.34 12.00 6 - 41.38 12.00 7• 250-.0• 45.32 Hase RI1 3.00 8 - 48.38 Supply 0.00 Page 9 LNW Fire Systems Sprinkler Systems Hydraulic Flow Calculations BAHAMA BREEZE (COOLER ADDITION) 1770 SQUTHCENTER PARKWAY Pipe Detail Actual Total E'lev Fria Eric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. ' (inch) (Ft) (Ft)' (Ft) ('Gpm) (Psi/Ft) (Ps -i) (Fps) Beg Find (Psi) (Psi) 1 1.09 12.0 16_2 0.00 14.6 0.._0.8 1 1 38 5.0_ 1 2 7.00 8.38 Fit= 4.2 1T 2 1.09 12.0 16.2 0.00 30.5 0.3342 5.43 10.5 2 3 8.38 13.81 Fit= 4.2 1T 3 1.0-9 14__5 17.9 0.00 5-0 .9. 0-8E37 15.45. 17.6- 3-, 4 13.81 29.26 Fit= 3.4 2E 4 1.65 73.0 89.1 0.00 50.9 0.1131 10.08 7.6 4 5 29.26 39.34 Fit= 16.1 2T 1E 5 1.65 2.0 18.1 0.00 50_9 O_1L31 2.05- 7.6 5 6 39.34 41.38 Fit= 16.1 2T 1E 6 4.33 9.0 35.0 9.00 50.9 0.0010 0.04 1.1 6 7 41.38 45.32 Fit= 26.0 1GV 2VE 1DPV 7 6.16 68.0- 9-9.3 3.00 300_9 0.0027 1.76 3.2 7 8 45.32 48.38 Fit= 31.3 1B11 lUT4 1GV lUE z N 4.71 CO/80/ 1- 3lbV : ALL ELECTRICAL HOOK UPS DONE BY OTHERS O —4 m r rn Ot 311103HOS N3Y19 SI F cno m � c N % AC Qat o JOx 2� rro-n rnm c=._ ( l z rr f�1j Oti 31f1O3H3S NOV18 SI ]did 11V :31ON D Po U) C0/80/ 1. Ilya g C0 0 Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bure u. Date: By: fZ- TUKWILA FIRE iiEPAR 1 ivic.N Please call: 575-4407 and give this job No. 3-5401 and exact address for shut- down or restoration approval. 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TO MECHANICAL PLANS BY n1)4FR.S.._ t / \ /•• \ /1.• A A• Wardrdiaffe / // / //s • <<\/.e• \ /‹.• /.•/. .12•(/ / A A A .2;../> ,14, - !NG SECT' - • • • • • ..\\/ v,.\\ ,• ••, 1./. AAA A /././ 4•./..N.V.W.••/•‘).•.•./S.•/.• • •\ A\ e \\;•\ \ .\\.\\\\ ••4•• • • ••12.3 ' • fl• a „ \ \ v„.\\,.A..\\:.„.\\„,,..\\ .•••/, • PIPE SIZNG& SPACiNG coNPoPIA PTA PamPHLET NO 3 STANDAPC.S FCIP HAZARD OCCUPANCY ' Elw ALL MATERIALS & EOul ENec UNDERWRITERS APRROVED , 1 Series EC -11 & EC -14 - 11.2 and 14.0 K -factor Extended Coverage Upright and Pendent Sprinklers General Description Tie SaneEC-11 and EC•14 Ex. :ended COveraga Upright arid Pendent Sinnomrs are ciecOrative giass bulb sannk:ers des,gned 01 534 in lignt ar oroinary nazard occupancies. They are intended tor use .0 automatic esrinker systems designed in aCCO(d- arCe wit,. standard installation rules .4.g.. NFPA 131 Mr a maximum 00001 - • area 04 400 1,Z(37•2 m2), as Com. :arena to :re maximum coverage area al 130 112i12.1 m2) for standard cover. ace sonrslers used in orainary 41324 Ira occLoancree or 225 112 (20.13 Str) 'or manclard coverage spank era used i•grt flutS.l acCupanCieS. t:e Series EGAend EC -I4 Son..- * ars feature a UL and CUL Listing trat permits their use with u0013. structed or non-comouetiOle cia• etructed ceitmg COnStruCtion aS de - 'mad and pertruned by NFPA 13, 33 w ed as a speohc appricalion lishng lor -se under concrete lee!. 7h• Series EG•11 and EC -14 Ex- tended Coverage Spfinklers have 'seen lire tested io compare Inert per. 'ermincer0 Mat ot standard coverage spray sprinklers. These tests have snown mat die protection provided is equal :o or more elteelive Plan stand• Ira coverage spray sprinklers. • Corrosion resistant coatings. where SColicaa. are utthreCI to extend the re of copper ailoy sprinklers oeyond ;rim Avrircie sroula otherwise Da 00. 13.41e4 wren exposed lo cozroeiv• al. :resonates. Aanough corrosion revs. :ant coated apnnalers have passed Me Standard corrosan taste of the applit Cable approval agencies, Me teeting is -or representallve 04 314 possible cot. Tuve atmospneres. Cumin:Nimbi. 4 tecommendea that tne end 1.5.11 00 ConStated 4:11 respeCi (0 1118 suitachlity 1.1 tre se corrosionresistant coaunge 'cr Inv 9.5813 CerrOstve envirOnment. DE 5CAPT:DN APIA. • T1.3147 (4.11.2i UPaiGhT TY5237 44411.0 PEt.CENT TY6137 4141•14.31UP.IIGHT 176237 (K..14.01PENDENT 1 7 • a 140•3m 72 • :v3 1 I.:11. 731 I., 1 irs • 74.145 a.ir 1 •;;.•-i 7. • i0.74 in.Nre 14 .14 li .13 474 14 . tr. le . to 4 13 1:3 la 4 1. 1.4 16 ne .13 CO The infects of aliment temperature. COnCentratiOn 01 cnamicats. aria SaSicreMical velOcity. SnOulci 00 Ccn- Sidered, as a Minimum, Wang 9(0 :714 corros.Ae nature of me cnemical :0 Avnicn Me sprinklers rue be expcsel. WARNINGS ne SantS and EC. a... - tended Coverage Si:Jr:nears deSCnOed herein Must be iota/led and ma.n- Dined et compliance wart Mis 30022. 07801. 35 *ea es athaltCa0.1 standards al the National Fire Pfelei- flOo A50004311.011, 417 3331(1014 e3 f1-41 stanaarcs of any ltner 11.f/tonnes .^.1•- 01944,Satcecn. F.4444,3 fo 043 50 nui/ Impair ate enegray at Mese deoCee. The Owlet 23 ft45004,0312 fOt 1,130f34... frit/let fire crotecttan s /stem and ate- ( he a -seven) coni factor of sat.r..er manufacturer should be core-L.:tea relative to any questicns. Model/Sprinkler Identification Number T75137 -Upnght.11 24< T75237 Pendent. 11 21C TY6137 Upright, 14.04 1116237 • Pendent.14.04 T75137 is a redesejnabon lor C5 43". 01894. and 52510. TY5237 is a redes.gnation tor C5237 G1893. and S2511. 176137 is a redesignaton lot C8137, 04886.414 S2610. T16237 is a redes,gnation for C6237. 61895. and 52611. 1.10:11113.2439 0.133474.471' CP.A PS. 1^. 23 tl •• 3. 12.2 3 37 - 10 37 74 43 32 1 ,14 :.PCuP 71333419 dri .7.P..1•72 PS, 7 7. '44712 7 2 ,44. A 75 (23 13.1 .11.4.1u3 u CPil'53I7 7.3 ! •A 1 • 4 - r1,4, . '27c-1 c-, fABLE C FLOW CRITERIA FOR UL ANC, C.I.A. LISTING CF SERIES 80.11 AhD EC -14 SPRINKLERS STAR tJ° via Quic Response - Std. Coverage Uprigh Pendent, and Recess - • Pendent Sprinklers Star Gala TM SGOR, K=4.2 - we GENERAL DESCRi TION Tins Star Galaxy SGOR. 4.2 actor, Uprignt, Pendent, and Recessed Pendent Sofirmit are quick response • 513410ar0 coverage. clecorah re gI 3 ouio type spray .scrinkters desired Sof usa 0.9414 rand, commercial peruser...lea sucM as r.,:ifIKS, note's, liee Pudding!, hos- Thu recessed versiGn of me Star Gataxy lotus. in areas vain a linished caning. use N' *208140, 02085 Flecessed Escutcheon. This 2.455 1/4 inch (8,4 mml of recessed adiustrn 5,4,701, (12,7 mm) or total adiustment from me sn pen- dent pos.non, and gni .20837(01140.03 1/2 inch (1 7 mm) 01 recessed acbustment or up to 314. non (19.1 mm) to- tal achustrnent from me 0,2317 pendent posdron. The mint provider: by th• Receseed Escutcheon teduCeS • acCutaCy 10 inucnri t• fixed pipe drops to rne spnnkl rust 00 cut. h 40111. intended 41 twO-pleCai '19/34 pro- of up to As 3/1 option the Star Galaxy Pendent Spnnider used witn tne sell•aaiusting Starmist Racesse 4141 98(42184 in Product 0.113 81100. 1-1.2.40. mist Recessed Escutcheon /71001005 220 to mm) o uerucal adpustmenL 3110 11,5 spnn pensate for ceiling movement 50.13 10 n sightly gapS. WARNING • ne Star Garary SOOR Sprint! described flortifl Inuit 1/4 be instailed and 1113311141e4 441 phanCe 44/41f4 (fliS docu- ment as well as tven Ms appi, bie standards a the Na - Wadi Fite Protection Assoc on, in ackbrion 40Me stand- ( eras al aily other aulTonte 132 11109 offisdictIon. Fafltift 40 do SO may impair 810 43.' ly 0/these devices. I The 04001(5 respons. • a 101 tr3441434nong Moor fife protec- non sysiam 300. 3041.' 5 at preper oceranng condition. ' The .05:411,09 cow ctor or spnnkter manufacturer should Ibe contacted rata it to any quasfictS. OPERATI The glass b Contains a fluid which expands when ex. 130300 to eat:Mum me rated temperature is reacned. 4(0 114.4.0 xpandS sufficiently 10 Sharer rho glass latalb, ...nien . oon ailowS 010 spnnkler to activate and 00of wale,'. SIN S2975 804 52916 Upright Pendent TECHNICAL DAT shown With 2085 Recessed Escutcheon Approvals UL Listed. (Refer to Table A. 0 approvals appy emit to the service Conditions incliC ad in tne Design C(i(ena section.) Maximum •rlidng Pressure 175 pet I .1031) Pipe read Connection .__..••,. 1/2 cm • ir1T charge Coefficient e 42 GPMipsi14 (60,5 LPM,bar112) Temperature Ratings 13.5"Fi57*C, 155'F.68•C. 175F/79*C. 200F/93'C. or 286'Fi1el'C (016441 10 Tape A) Finishes Spnroder White Polyester, Black Polyester. Ohnarne Plated, Narural Brass fRefer to 1a0le A) Recessed Escutcheon: White Coated. Black Coated. Chrome Plated, Bnght 81353Plated Other colors are avertable on req(2est.) yslcal Characteristics (Ref. Figure 1) Th Star Galaxy SGOR urilizee a delincification resistant (0 ) bronze frame, arid a 3 rnm Maniere, glass bulb. Th o -piece hutton assembly is brass and copper. The gaske spnng plate 001304315 04 a beryllium Maull MSC spring lis sealed on both its inside and outside edgee witti a Te •n • gasket. The compression screw is bronze, and Me de mar is brass. DESIGN ITERIA The 4.2 K•Famor. iar Galaxy SGOR Upright. Pendent. and Recessed 4700 .801 Spnnklers are intended lor hre protection systems signed in accordance with the Standard instailation 05 (000973200 by the applicaGe Useng or Approval age (el.. UL Listing is based on NFPA 13 requirements), • 1/1 7410 exception of a Stennis! • FleCeSsed Escutc.neon. onl Me 82054 or 82085 Re- cessed Escutcheon oescn herein is to be used lor re- CeaSed natallatens. SPRINKLER HE b Check Vain! Dry PO Valve el: (1) Bos.c Trirn Package (2) PotLer PS -10 Alarm Seitch (3) Potter 475-40 Log Alr Alarm (4) Accetera(or (1) required) (5) AV Compressor (6) 2' Moan Dian (7) Volvo togs -VirTMA instruction* for droininig congenial& • vnel Quick Response - Std. Coverage Upright, Pendent, and Recessed Pendent Sprinklers Star GaIaxyTM SGQR, K=5.6 GENERAL DESCRIPTION 7114 Star GalasSGOR, 5.6 K.Factor. Wright. Pendent, and Recessed Penotrit SprtnklarS 3(0 4742.022 'a soonst • nanCard coverage. decorative 34335 03411 type spray ictinide-s designed tor use .n lignt. ordinary ar esna naz- • co,merCial Adeudaneies 34200aS rdtalS, 341071pi1-e mails, factories, refineries. Mammal Z.antS, 410. -re recessed version 01 ,110 Star Galaxy 9303.77741139413 '0( 4254 n areas wen 3 lin.snad 004.ng, totes a -.0.piece .20 2( 02(1475 Recessed E•cutcneon. The .2.:84 170. vides 1 4 .nch (6.4 tom) 14 (41455414 ad...Sirrert Or up 10 1.2 rim (12.7 mini 0110151 a(1bustment frdm Ire liasn pea. dent pc.stion. and Me 02001, provicias 1,2 in:n ,12.7 mm) cl wessed adiumment 0( 2211 703.4 Mch 119.1 m7711 Or t0- '. :5.31;...3511ent from the lusn demerit position. -ha 39i2257. -.tent provided 97 41* Recessed Escutcheon reduces tne accuracy to vrhicn the hied p.pe 0(0010 Mie SCrinkiere must de Cut. ks an =ion the Star Galaxy Pendent Sorince, ears be Lead ...le seitadiusting Starmist Recessed 530,400- 4n 9423.1410 .41 Product Oata Sneer 1.1.2.40. T. Star- -751 Recessed Escutcrieon p(ovicles up to 1 2 7700 )12,7 mmi of vertical adjustment, and it is Wing -Madrid 10 Cam- :erisate for ceding movement so as to neio prevent un- signfly gaps. Lead cc aungs are utilized 10 extend the lite of Popper al. cy spr -care oeycnd that wnicn vrouta ocher3 se oe 00. '421144 wren 004).3300 10 007:03,543 atr1.03:Te.es. Annough .030 cca-.80 sprinklers have passed Me mar-can:I awe- s.cn !esls GI the appicatie aporoval agencies. 100 1351109 riot fedresentative of all possmie cONCS.ve abrios- Creme. Consequently, 113 re,:ommended mat me end ,..ser De conswted eon rewect lo Ins swao,,,r/ 01 MaS0 :crrascin resistant coatngs tor any given cordsive envi• 7:4113e71?. The elfecm of amoant temperature. ,acincenfra- ton 01 crem.cais. end gaucnemical vinanty. 41'0210 01 Sansidered. as a minimuni. elorg wan the corrcsive 713- 01 :re cnemicai .srucn me sprinklers ear 50 ex. Cased. An mei-rd.:beta level version of die Sur Galaxy SGOR .tridart Sonnieer Can Ca opta.ned oy u01.z01g ns Star Galaxy SGOR Penaent Stannicer (SIN 529714.11 comoina- ncn wart Me Model S11 Snmid descriceo h Product Data Snort 1-4.2.41. WARNINGS Star O41.3rt SGOR Soneklers aescnbed herein must et rS:.1.120 .1f,3 1113rr413,0e5 .17Canpotf403 9,01 0511 efoeo- • t 5.0 well .35 .117 Tho appolCable 31a1703r01 0/814 ft.i• • DATA - Control Riser Manifold vii; (I) Drain k Test (2) Flow Switch (3) Preen/re Gouge (4) Signe on Body listing To FOC . GATE VALA£ Ilf/ indicator Auto Boll Drip AYES Double Check rit-E0SARE 1HRU •:///4/././. //'•///•• /* /7: / /./.• THRUST BLOCK SPRINKLER RISER DETAIL RISER EQUIPMENT t(p OWNER TO PROVIDE ADEOL,A TE AT ro PPE FFECM PDEE21NG SIN 52972 SIN 92971 Upright Pendent Shown W.t, $2085 Recess td EScutCheor !tonal Ft.e Protection Assoc:atcn. 10 aedaion to Me 17411 1145 of Jny owe abthorras'f,41 to cc, .80p may .m.71.r/ these oeu.cas. The °A ,tr 4510300175(717. /of "nairea.ning tree are s ben It Earn ard cences r arzaer bberating 20r -4444 Th t 44,$:44.4:1441g 0301e302., el 3.3,413,tf (71201112C142117 $2'_ tae a:6013017d reattve to any "..,%,estorts. OPERATION Tre 3(335 04212 CentairS 311,..: allies expert's w1'e:Seo- 303.30 22,74137. e (are: tampc.rature $ Ir. Ed.:. expands matt:aril' 35300( 71141 9--563 (15 .877i011 men 32(0411 1111 sonnkier to delAvale an.3 id- TECHNICAL DATA Approvals - UL ara ced. FM. LPC. NYC Approved 1/74.41 :3 Tacie A The at:drovers apczy only :a Me si Ccrichigns irdica:ed in 778 0042.90 Cniera Se214011 , 20 Maximum Working Pressure 175p,. (12.1 sari Pipe Thread Connection 4.2 mcn NPT Discharge Coefficient s 5.8 GPM psi' 2 (d0.7 LP1.1.(1ar, 2) Temperature Ratings 43547.97 C. 155 5478'C. 1750,79 C. 2C011.93IC. 2aa F 141'C (Refer :a Tact* Ai Finishes Scrinkier: Write Polyesiv. 8513Psiyester, Chrome 0137e9. Natural arass. Liao Coated. tRe ler :id 73.74 Recessed Ese.::neon: vows Czated. Black Ccarta Chrome ?Wed. 305771 grass p.a•ec ,.Orner (101043 3.42 maracia on request.) Physical Characteristics (Ref. Figure 1) The Sia. Galax scoa utit.Z.C.S a deArcilicavan res .271 tOZR) bronze :tame. and a 3 nun mammal' 13355 cut. The I550-(4'0Ca0.1100 assem:iy ,30r3225 3110 0317(147 ,i: gasketea spnr; :We eensists 0/ a Pe/willow ,icket sr. spring :rat iS Se 3,30 On 50E1 .154151041 3213 0.43.040.5341 with a 7e1cn • 933141. Th• cen-presuon 3011,8 15 2f014e., InCt 1410 304100:::( g briy, TuatiA hAt DOWnsitia Please call: 575-4401 and give this job S end exact address for shut. down or restoration approval. ACCEPTED Without Comments As Noted in Red Per The Attached Letter GENERAL, NOTES 1- BLIILDING IS 14000 SQ. FT. 2- W.T SYSTEM COVERS 9600 SQ. FT 3- WT SY5TEM DESIGN IS .15/1500 4- bPtY SYSTEM COVERS 4400 SQ. FT 5- DV SYSTEM DESIGN IS .15/1950 SQ. FT. 6- b7/ SYLEM AIR CAPACITY IS 121 GALLONS 7- AIR COA,',PRESSOR IS RISER MOUNTED 1/3 HP 110V SNGLE P SE 8- ALL. BRANCH LIE PIPING IS "BLT" 9- ALL MA:N PIPING IS DMA -FLOW • 10 -ALL HANGERS AND BRACING ARE INSTALLED PER NFPA STA DARE.',3 11 -AL EQUIPMENT & PIPING IS NEW AND APPROVED FOR FIRE SYST.:14A USE. These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors ansJ omissions which do not authorize violations cf adopted tandards and ordinEAes. The responsibty for the adequacy of design rests totaliy with the designer. Additions, deletions or revisions to these drawings after tnitt date will void this acceptance and will require a resubmittai of revised drawings for subsequent approval Fir)ti teptanoa is subject to field test and inspection by TN Tukwila Fire Prevention Bureau. Ars 41,^ 1CarLD FEB - 5 2003 42,2_5S 3 lz3•6a. tons.lee. • .k. qi. sl er LarTY-02M4eYeliffS4 ::::1 Ne .ii • ectio, souliati 4tfligh Dece U -HOOK FYERCD & PN ! G • C C.S ROD & RING 1 c cLAme. po.„ & FiNe: , CLG n G MT. hel-, & 1 1 TWO wAY Eo 1PACE i! ;! w i!! FOUR WAY Ec FRACF-1! INCHES - STA!. Cli:RF!TO !PF TE mpRAr !NG i ! 0 16 5 -e-212 t-11 i T HE C "1.\\ v••• A 0•2‘;`/IN.N.sAN'AVANssA ANsiN:\ar•-••‘"\\‘A A A A A• AAAA As• •‘• coi0ents 2,ce Quo. - liVe.051,110%.., 42111OMS C000131NS 0000,xlestot tel BS 1310.114:10 BiN t to oosoo voithtlti :so‘ssetd.aw:I:Pec elseAtt to solpety. At 'ts cetogniled t't\ at Vats‘ds WIN‘t" slr ••• AAAA‹ v./ .v/%./: \ \ \e'V A \,.<" ..„N„ /..•,/,:eN A A . • v • , // 4, -ww /\ /\ /\ /\ /\ " / " " " " ir f ••••/ /\. " " " " " / / / .4. mil• /\ / * / ••• i /N IN /\/N /\/ /N " / /\ " / \ 7\ ". " " ./N •• ..a. - 4. /\ " " " " " ^ •\ew,N " il,N ' Nle 4, * " " " /\ /\ " " ^ /\ /N " " ^ ^ ^ " ^ / \ ,\ /N. " " /\ " " /\ " /\ ' " " " " /*\ " 1 " " /N AN ^ /\ " " " /\ /\ /I\ " " ^ " " /N ^ " ^ " /\ /N / .K.N /\ ^ " " ^ ^ " " ./N. /N /N /\ /\ /\ /\ //N. /N" /N ‹. \ /\ /N iN • " /N " iN " " /N " /\ / \ e- •• N /\ /\ /\ ." /\ /\/N - N /N. /\ "V\ /\" " "V\ " / . /\ /\/\\/\ /\iliAle WUVU/FPC/COVECTION /\ " /N " IN\ / \ Vinci ANWBEMXP,ONTEDZOWNIVREISN " /N /N. /N /N /41\0\A/6k o•z" p e -04/totirk . " /\ /\ /\ /\ /\^ -.41 ort , /••\ "" <\o " " /s. • • , " " " " " .e.•/.. " /\ /\ ,/\ " " " " " " " " " " " • /N /\ /\• / " /N /4 41,P, \,.4P 4. 4 *IMO 40 AY • ./S / • / I / 4., - / ; - • 1 • "4, - 1- 6a$ FlhE UNE RUE'? TO FTRE S?!INKLER DESIGN BY 2'�PEWAER ERS nolle;. 11.1011.11111O11111 /TRACING TAPE 4Apa MPLETE LINE/110341 . _ AIMIL-4.EIN_ • 11-4=111.11111112111PMESF 4,* N tele .41 .4 ,Immimolhe•onommr""AP--08._.. • FIRE SERVICE PIPING E BY OTHERS .• • DOCVA ASSENOLY ZDE BUILDING REM? TO MECHANICAL PLANS BY n1)4FR.S.._ t / \ /•• \ /1.• A A• Wardrdiaffe / // / //s • <<\/.e• \ /‹.• /.•/. .12•(/ / A A A .2;../> ,14, - !NG SECT' - • • • • • ..\\/ v,.\\ ,• ••, 1./. AAA A /././ 4•./..N.V.W.••/•‘).•.•./S.•/.• • •\ A\ e \\;•\ \ .\\.\\\\ ••4•• • • ••12.3 ' • fl• a „ \ \ v„.\\,.A..\\:.„.\\„,,..\\ .•••/, • PIPE SIZNG& SPACiNG coNPoPIA PTA PamPHLET NO 3 STANDAPC.S FCIP HAZARD OCCUPANCY ' Elw ALL MATERIALS & EOul ENec UNDERWRITERS APRROVED , 1 Series EC -11 & EC -14 - 11.2 and 14.0 K -factor Extended Coverage Upright and Pendent Sprinklers General Description Tie SaneEC-11 and EC•14 Ex. :ended COveraga Upright arid Pendent Sinnomrs are ciecOrative giass bulb sannk:ers des,gned 01 534 in lignt ar oroinary nazard occupancies. They are intended tor use .0 automatic esrinker systems designed in aCCO(d- arCe wit,. standard installation rules .4.g.. NFPA 131 Mr a maximum 00001 - • area 04 400 1,Z(37•2 m2), as Com. :arena to :re maximum coverage area al 130 112i12.1 m2) for standard cover. ace sonrslers used in orainary 41324 Ira occLoancree or 225 112 (20.13 Str) 'or manclard coverage spank era used i•grt flutS.l acCupanCieS. t:e Series EGAend EC -I4 Son..- * ars feature a UL and CUL Listing trat permits their use with u0013. structed or non-comouetiOle cia• etructed ceitmg COnStruCtion aS de - 'mad and pertruned by NFPA 13, 33 w ed as a speohc appricalion lishng lor -se under concrete lee!. 7h• Series EG•11 and EC -14 Ex- tended Coverage Spfinklers have 'seen lire tested io compare Inert per. 'ermincer0 Mat ot standard coverage spray sprinklers. These tests have snown mat die protection provided is equal :o or more elteelive Plan stand• Ira coverage spray sprinklers. • Corrosion resistant coatings. where SColicaa. are utthreCI to extend the re of copper ailoy sprinklers oeyond ;rim Avrircie sroula otherwise Da 00. 13.41e4 wren exposed lo cozroeiv• al. :resonates. Aanough corrosion revs. :ant coated apnnalers have passed Me Standard corrosan taste of the applit Cable approval agencies, Me teeting is -or representallve 04 314 possible cot. Tuve atmospneres. Cumin:Nimbi. 4 tecommendea that tne end 1.5.11 00 ConStated 4:11 respeCi (0 1118 suitachlity 1.1 tre se corrosionresistant coaunge 'cr Inv 9.5813 CerrOstve envirOnment. DE 5CAPT:DN APIA. • T1.3147 (4.11.2i UPaiGhT TY5237 44411.0 PEt.CENT TY6137 4141•14.31UP.IIGHT 176237 (K..14.01PENDENT 1 7 • a 140•3m 72 • :v3 1 I.:11. 731 I., 1 irs • 74.145 a.ir 1 •;;.•-i 7. • i0.74 in.Nre 14 .14 li .13 474 14 . tr. le . to 4 13 1:3 la 4 1. 1.4 16 ne .13 CO The infects of aliment temperature. COnCentratiOn 01 cnamicats. aria SaSicreMical velOcity. SnOulci 00 Ccn- Sidered, as a Minimum, Wang 9(0 :714 corros.Ae nature of me cnemical :0 Avnicn Me sprinklers rue be expcsel. WARNINGS ne SantS and EC. a... - tended Coverage Si:Jr:nears deSCnOed herein Must be iota/led and ma.n- Dined et compliance wart Mis 30022. 07801. 35 *ea es athaltCa0.1 standards al the National Fire Pfelei- flOo A50004311.011, 417 3331(1014 e3 f1-41 stanaarcs of any ltner 11.f/tonnes .^.1•- 01944,Satcecn. F.4444,3 fo 043 50 nui/ Impair ate enegray at Mese deoCee. The Owlet 23 ft45004,0312 fOt 1,130f34... frit/let fire crotecttan s /stem and ate- ( he a -seven) coni factor of sat.r..er manufacturer should be core-L.:tea relative to any questicns. Model/Sprinkler Identification Number T75137 -Upnght.11 24< T75237 Pendent. 11 21C TY6137 Upright, 14.04 1116237 • Pendent.14.04 T75137 is a redesejnabon lor C5 43". 01894. and 52510. TY5237 is a redes.gnation tor C5237 G1893. and S2511. 176137 is a redesignaton lot C8137, 04886.414 S2610. T16237 is a redes,gnation for C6237. 61895. and 52611. 1.10:11113.2439 0.133474.471' CP.A PS. 1^. 23 tl •• 3. 12.2 3 37 - 10 37 74 43 32 1 ,14 :.PCuP 71333419 dri .7.P..1•72 PS, 7 7. '44712 7 2 ,44. A 75 (23 13.1 .11.4.1u3 u CPil'53I7 7.3 ! •A 1 • 4 - r1,4, . '27c-1 c-, fABLE C FLOW CRITERIA FOR UL ANC, C.I.A. LISTING CF SERIES 80.11 AhD EC -14 SPRINKLERS STAR tJ° via Quic Response - Std. Coverage Uprigh Pendent, and Recess - • Pendent Sprinklers Star Gala TM SGOR, K=4.2 - we GENERAL DESCRi TION Tins Star Galaxy SGOR. 4.2 actor, Uprignt, Pendent, and Recessed Pendent Sofirmit are quick response • 513410ar0 coverage. clecorah re gI 3 ouio type spray .scrinkters desired Sof usa 0.9414 rand, commercial peruser...lea sucM as r.,:ifIKS, note's, liee Pudding!, hos- Thu recessed versiGn of me Star Gataxy lotus. in areas vain a linished caning. use N' *208140, 02085 Flecessed Escutcheon. This 2.455 1/4 inch (8,4 mml of recessed adiustrn 5,4,701, (12,7 mm) or total adiustment from me sn pen- dent pos.non, and gni .20837(01140.03 1/2 inch (1 7 mm) 01 recessed acbustment or up to 314. non (19.1 mm) to- tal achustrnent from me 0,2317 pendent posdron. The mint provider: by th• Receseed Escutcheon teduCeS • acCutaCy 10 inucnri t• fixed pipe drops to rne spnnkl rust 00 cut. h 40111. intended 41 twO-pleCai '19/34 pro- of up to As 3/1 option the Star Galaxy Pendent Spnnider used witn tne sell•aaiusting Starmist Racesse 4141 98(42184 in Product 0.113 81100. 1-1.2.40. mist Recessed Escutcheon /71001005 220 to mm) o uerucal adpustmenL 3110 11,5 spnn pensate for ceiling movement 50.13 10 n sightly gapS. WARNING • ne Star Garary SOOR Sprint! described flortifl Inuit 1/4 be instailed and 1113311141e4 441 phanCe 44/41f4 (fliS docu- ment as well as tven Ms appi, bie standards a the Na - Wadi Fite Protection Assoc on, in ackbrion 40Me stand- ( eras al aily other aulTonte 132 11109 offisdictIon. Fafltift 40 do SO may impair 810 43.' ly 0/these devices. I The 04001(5 respons. • a 101 tr3441434nong Moor fife protec- non sysiam 300. 3041.' 5 at preper oceranng condition. ' The .05:411,09 cow ctor or spnnkter manufacturer should Ibe contacted rata it to any quasfictS. OPERATI The glass b Contains a fluid which expands when ex. 130300 to eat:Mum me rated temperature is reacned. 4(0 114.4.0 xpandS sufficiently 10 Sharer rho glass latalb, ...nien . oon ailowS 010 spnnkler to activate and 00of wale,'. SIN S2975 804 52916 Upright Pendent TECHNICAL DAT shown With 2085 Recessed Escutcheon Approvals UL Listed. (Refer to Table A. 0 approvals appy emit to the service Conditions incliC ad in tne Design C(i(ena section.) Maximum •rlidng Pressure 175 pet I .1031) Pipe read Connection .__..••,. 1/2 cm • ir1T charge Coefficient e 42 GPMipsi14 (60,5 LPM,bar112) Temperature Ratings 13.5"Fi57*C, 155'F.68•C. 175F/79*C. 200F/93'C. or 286'Fi1el'C (016441 10 Tape A) Finishes Spnroder White Polyester, Black Polyester. Ohnarne Plated, Narural Brass fRefer to 1a0le A) Recessed Escutcheon: White Coated. Black Coated. Chrome Plated, Bnght 81353Plated Other colors are avertable on req(2est.) yslcal Characteristics (Ref. Figure 1) Th Star Galaxy SGOR urilizee a delincification resistant (0 ) bronze frame, arid a 3 rnm Maniere, glass bulb. Th o -piece hutton assembly is brass and copper. The gaske spnng plate 001304315 04 a beryllium Maull MSC spring lis sealed on both its inside and outside edgee witti a Te •n • gasket. The compression screw is bronze, and Me de mar is brass. DESIGN ITERIA The 4.2 K•Famor. iar Galaxy SGOR Upright. Pendent. and Recessed 4700 .801 Spnnklers are intended lor hre protection systems signed in accordance with the Standard instailation 05 (000973200 by the applicaGe Useng or Approval age (el.. UL Listing is based on NFPA 13 requirements), • 1/1 7410 exception of a Stennis! • FleCeSsed Escutc.neon. onl Me 82054 or 82085 Re- cessed Escutcheon oescn herein is to be used lor re- CeaSed natallatens. SPRINKLER HE b Check Vain! Dry PO Valve el: (1) Bos.c Trirn Package (2) PotLer PS -10 Alarm Seitch (3) Potter 475-40 Log Alr Alarm (4) Accetera(or (1) required) (5) AV Compressor (6) 2' Moan Dian (7) Volvo togs -VirTMA instruction* for droininig congenial& • vnel Quick Response - Std. Coverage Upright, Pendent, and Recessed Pendent Sprinklers Star GaIaxyTM SGQR, K=5.6 GENERAL DESCRIPTION 7114 Star GalasSGOR, 5.6 K.Factor. Wright. Pendent, and Recessed Penotrit SprtnklarS 3(0 4742.022 'a soonst • nanCard coverage. decorative 34335 03411 type spray ictinide-s designed tor use .n lignt. ordinary ar esna naz- • co,merCial Adeudaneies 34200aS rdtalS, 341071pi1-e mails, factories, refineries. Mammal Z.antS, 410. -re recessed version 01 ,110 Star Galaxy 9303.77741139413 '0( 4254 n areas wen 3 lin.snad 004.ng, totes a -.0.piece .20 2( 02(1475 Recessed E•cutcneon. The .2.:84 170. vides 1 4 .nch (6.4 tom) 14 (41455414 ad...Sirrert Or up 10 1.2 rim (12.7 mini 0110151 a(1bustment frdm Ire liasn pea. dent pc.stion. and Me 02001, provicias 1,2 in:n ,12.7 mm) cl wessed adiumment 0( 2211 703.4 Mch 119.1 m7711 Or t0- '. :5.31;...3511ent from the lusn demerit position. -ha 39i2257. -.tent provided 97 41* Recessed Escutcheon reduces tne accuracy to vrhicn the hied p.pe 0(0010 Mie SCrinkiere must de Cut. ks an =ion the Star Galaxy Pendent Sorince, ears be Lead ...le seitadiusting Starmist Recessed 530,400- 4n 9423.1410 .41 Product Oata Sneer 1.1.2.40. T. Star- -751 Recessed Escutcrieon p(ovicles up to 1 2 7700 )12,7 mmi of vertical adjustment, and it is Wing -Madrid 10 Cam- :erisate for ceding movement so as to neio prevent un- signfly gaps. Lead cc aungs are utilized 10 extend the lite of Popper al. cy spr -care oeycnd that wnicn vrouta ocher3 se oe 00. '421144 wren 004).3300 10 007:03,543 atr1.03:Te.es. Annough .030 cca-.80 sprinklers have passed Me mar-can:I awe- s.cn !esls GI the appicatie aporoval agencies. 100 1351109 riot fedresentative of all possmie cONCS.ve abrios- Creme. Consequently, 113 re,:ommended mat me end ,..ser De conswted eon rewect lo Ins swao,,,r/ 01 MaS0 :crrascin resistant coatngs tor any given cordsive envi• 7:4113e71?. The elfecm of amoant temperature. ,acincenfra- ton 01 crem.cais. end gaucnemical vinanty. 41'0210 01 Sansidered. as a minimuni. elorg wan the corrcsive 713- 01 :re cnemicai .srucn me sprinklers ear 50 ex. Cased. An mei-rd.:beta level version of die Sur Galaxy SGOR .tridart Sonnieer Can Ca opta.ned oy u01.z01g ns Star Galaxy SGOR Penaent Stannicer (SIN 529714.11 comoina- ncn wart Me Model S11 Snmid descriceo h Product Data Snort 1-4.2.41. WARNINGS Star O41.3rt SGOR Soneklers aescnbed herein must et rS:.1.120 .1f,3 1113rr413,0e5 .17Canpotf403 9,01 0511 efoeo- • t 5.0 well .35 .117 Tho appolCable 31a1703r01 0/814 ft.i• • DATA - Control Riser Manifold vii; (I) Drain k Test (2) Flow Switch (3) Preen/re Gouge (4) Signe on Body listing To FOC . GATE VALA£ Ilf/ indicator Auto Boll Drip AYES Double Check rit-E0SARE 1HRU •:///4/././. //'•///•• /* /7: / /./.• THRUST BLOCK SPRINKLER RISER DETAIL RISER EQUIPMENT t(p OWNER TO PROVIDE ADEOL,A TE AT ro PPE FFECM PDEE21NG SIN 52972 SIN 92971 Upright Pendent Shown W.t, $2085 Recess td EScutCheor !tonal Ft.e Protection Assoc:atcn. 10 aedaion to Me 17411 1145 of Jny owe abthorras'f,41 to cc, .80p may .m.71.r/ these oeu.cas. The °A ,tr 4510300175(717. /of "nairea.ning tree are s ben It Earn ard cences r arzaer bberating 20r -4444 Th t 44,$:44.4:1441g 0301e302., el 3.3,413,tf (71201112C142117 $2'_ tae a:6013017d reattve to any "..,%,estorts. OPERATION Tre 3(335 04212 CentairS 311,..: allies expert's w1'e:Seo- 303.30 22,74137. e (are: tampc.rature $ Ir. Ed.:. expands matt:aril' 35300( 71141 9--563 (15 .877i011 men 32(0411 1111 sonnkier to delAvale an.3 id- TECHNICAL DATA Approvals - UL ara ced. FM. LPC. NYC Approved 1/74.41 :3 Tacie A The at:drovers apczy only :a Me si Ccrichigns irdica:ed in 778 0042.90 Cniera Se214011 , 20 Maximum Working Pressure 175p,. (12.1 sari Pipe Thread Connection 4.2 mcn NPT Discharge Coefficient s 5.8 GPM psi' 2 (d0.7 LP1.1.(1ar, 2) Temperature Ratings 43547.97 C. 155 5478'C. 1750,79 C. 2C011.93IC. 2aa F 141'C (Refer :a Tact* Ai Finishes Scrinkier: Write Polyesiv. 8513Psiyester, Chrome 0137e9. Natural arass. Liao Coated. tRe ler :id 73.74 Recessed Ese.::neon: vows Czated. Black Ccarta Chrome ?Wed. 305771 grass p.a•ec ,.Orner (101043 3.42 maracia on request.) Physical Characteristics (Ref. Figure 1) The Sia. Galax scoa utit.Z.C.S a deArcilicavan res .271 tOZR) bronze :tame. and a 3 nun mammal' 13355 cut. The I550-(4'0Ca0.1100 assem:iy ,30r3225 3110 0317(147 ,i: gasketea spnr; :We eensists 0/ a Pe/willow ,icket sr. spring :rat iS Se 3,30 On 50E1 .154151041 3213 0.43.040.5341 with a 7e1cn • 933141. Th• cen-presuon 3011,8 15 2f014e., InCt 1410 304100:::( g briy, TuatiA hAt DOWnsitia Please call: 575-4401 and give this job S end exact address for shut. down or restoration approval. ACCEPTED Without Comments As Noted in Red Per The Attached Letter GENERAL, NOTES 1- BLIILDING IS 14000 SQ. FT. 2- W.T SYSTEM COVERS 9600 SQ. FT 3- WT SY5TEM DESIGN IS .15/1500 4- bPtY SYSTEM COVERS 4400 SQ. FT 5- DV SYSTEM DESIGN IS .15/1950 SQ. FT. 6- b7/ SYLEM AIR CAPACITY IS 121 GALLONS 7- AIR COA,',PRESSOR IS RISER MOUNTED 1/3 HP 110V SNGLE P SE 8- ALL. BRANCH LIE PIPING IS "BLT" 9- ALL MA:N PIPING IS DMA -FLOW • 10 -ALL HANGERS AND BRACING ARE INSTALLED PER NFPA STA DARE.',3 11 -AL EQUIPMENT & PIPING IS NEW AND APPROVED FOR FIRE SYST.:14A USE. These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors ansJ omissions which do not authorize violations cf adopted tandards and ordinEAes. The responsibty for the adequacy of design rests totaliy with the designer. Additions, deletions or revisions to these drawings after tnitt date will void this acceptance and will require a resubmittai of revised drawings for subsequent approval Fir)ti teptanoa is subject to field test and inspection by TN Tukwila Fire Prevention Bureau. Ars 41,^ 1CarLD FEB - 5 2003 42,2_5S 3 lz3•6a. tons.lee. • .k. qi. sl er LarTY-02M4eYeliffS4 ::::1 Ne .ii • ectio, souliati 4tfligh Dece 4. • ' N a: • 11; 4 ° o f r " KfC- P74.1 t_le NIA t _ 4..64....erat.....4.4,i_r___F-71; ,,..1.1.114 ,,_ . i • 1 • ---iTh.------- I , 1 .,, 4 I 4,-- -f;f1:1:44.' ---.:,1 , II 1 _Li 1 I i \. I i 1 1? '; 1 — • _ _ _ _ .n 7 -- ri- , -I –e. . : 7 . • 11 te: . I • 'r) 1 \t- !I Co ....:.k.....t-1. - - •,,.,...,. _ tJ • -- ,-s•;‘,L24 '747 o:" / ILA • to at -.1.011 -LT , — I -I ET I-1 01- L,-.4 I r.-)/ , 1...S7•4'0219 - 1:DIZ1f3Tern I ) L9° fl( OI G..A L.. ro N/ I IL- 1,4 _ - • • • • 0 c‹..r.Lcc-r-o _ 1" rM41.; CA 1,4 r—a> - • < 1." SYSTEM TYPE I. •.; • . - ; • • _ DFIENS1TY AEA — • HANGE I ' s EYER00 & R:Nr; 3! !! ; • • C C.S. R07) & RINC.;!: '• • • , : • . , • D I C CLAMP_ - E CLG PLC; P:017 %,•!!_7; 14—.1 4i -P I FOUR r•ct. RACE: 0'1 INCHES • STRI.r.7,7'L'P.-!7"''-!7! t P•••-"7" TWO WAY EC) BRAC7 0 16 5 44.2.7 42)-212 I PIPE SIING 6 SPAc °ON PAmPat:-.ET ^.0 '2 HAZARD OCCuPAa 1 ALL MATCA_S : ; UNDERWRITERS APP,i0,E2.- 1 OWNER TO PROVE AOEC',.A .-47 P.PE t,.4 1-•-s ===p_L., - L1 ' - - r r?_LI • ror)r2 , 1.1,,,pe?•5•4." E 5 100 D e...c-r101-4 I4 111' • c) A 003 Washington Surveying & Rating Bureau PLAN REVIEWED AS NOTED SEATTLE WASH. All comments and acceptances relate exclusivety to relative effect of various conditions upon fire insurance rates. They are not to be con- strued as bearing in any way cion the question of whether "due care" has been exercised with respect to possibie liability for personal in - ,or damage to property. It is recognized that hazards which m, I : • I • . "'P.. ' • . ..----a...a- -•-•.••• . - ' : - : ' ,.........•...-, . s. , , , , : 8 ....(1 --/- I. -.) ; t;-..! , : , '. , _ , . .. 177 fi.) 1.,,-, ! k.•-• • rt t - -- r- - . ' , i ,...., , ;- 7 , , '-- (..'; ° I --.-s1 ; -.1, !—.,.‘ -:- : . ts. ..i 1 a„:4 I ••,,,,:\, 1 ',..:Z•:. f. , i 6., ---..:, • • SPRINKLERS ' 1.2.$ a C.) 4 3... r 0 - 1 ; . '''7 ! ,. ., ...L.. ' , • , ! ;-•-.% , - ... I : I • < : ,a" = a•• I - . _ • - ' • - . , - • C•;:„.„ ,s; • i ACCEPTED SYSTEM TYPE 'Y Without Comments As Noted In Red Per The Attached Letter HANGE9 l _ .rev lCr - 4 o -( t-1.6.11-1 These plans have been reviewed by The Tukwila Fire. Prevention Bureau for conformance ancce v th cur. c-:,nt city standards. Acceptarice le subject tc, errors r d omissions which do not authcriz_r2 violationi-;of adopted standards and ordinances. The respoileibily tor the adequacy of diasign rests sts t' dally with thitifi =r. Additions, dal ,.,.t<1. .„,i at . t ; this date will void this,accieptarice and wii. reouire resubmittal of revised araw'ings for sus ,auent aI prov: I. Final acceptance is subject to Feld test and inspect:on b; The Tukwila Fire Prevention Bureau. Date: l Z /67C71 By: Pi /a EYEROD 8 RI c C.s_ Roo a RI d - 1 TWO WAY EQ BRA E FOUR WAY EO BRACE INCHES - STRUCTuRE TO P PE 14_ rIT�l♦y1,�Is4 I UKWILA FIRE DEPARTMEN1 Pleas'q call: 575.4407 and give this job No. 04-1 0165 &212 TEMP RATING 49j 28 PIPE SIZING & SPACING CONFOR PAMPHLET NO 13 STANDARD FO HAZARD OCCUPANCY. TO NFRA ALL MATERIALS 8 EOUIPMEIIT Ta BE NEW 8_ UNDERWRITERS APPROVED OWNER TO PROVIDE ADEOUATE ATM KEEP PIPE FROM FREEZING and exact address for shut. down or restoration approval. a cr LJ 1- w -J 1-- D 0 LJ 0 -J I -L 0w p�rA1-.i rj 1-1-1:71-1 -sa Q r= ►-'� CST L � pLLA 1 r'/ r v;3 P "4 CRL Att_A IDOD SI CTIo1,I .a l s. N T-rA )1-G.4_L-- I e_..1.4 • 1 Clff.^.aqc. 1: "TV;iv 2'Yr/ /05?) - 1 1IIIII '" HIIJ FIRE ALARM FLOOR PLAN SCALE: I/S"= I'—O" TWO LINES TO CENTRAL STATION TELCO LINE RJ31X CONN BLOCK RJ31X CONN BLOCK UNIMODE 200 LEGEND FACP m a 0 0 0 FIRE ALARM CONTROL PANE ANNUNCIATOR HORN/STROBE HORN/BELL KNOCKBOX MANUAL PULL MONITOR MODULE SMOKE DETECTOR WATERFLOW SWITCH 120 VAC 0 ACCEPTED Without Comments - As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. -- lf'w By: -0 Date: 0 Q .4. (.'e .O s At a.444" f".4* ID Ar ti vat ot MJ 4./c4tft. 4 cr. ( , Gam- a.R.eti Av4,4M +;-e4- ►,� ` ,(,ccs,,,., c(r-u R TUKWILA FIRE DEPARTMEK Please call: 575.4402 • and give this job No, �- F-�.3 1 and exact address for shut. down or restoration approval4 t ODOOOOOO RISER DIAGRAM © © © © © © © © rZ O E ,f. E E NOV 13 2602 *724% Department commencement 1 I n Te Sy $4( SECURITY SERVICES 841 POWELL AVE. SW SUITE 101 RENTON, WA 98055 (206) 624-3103 FAX: (206) 654-2189 NOTICE A completed, signed, Tukwila Pre-test Certificate presented to the Inspector pric of Acceptance any Fire Alarm and Detection Failure of test will result in Inspection Fee and termination testing. FIRE ALAI BAHAMA TU KWI No. Revision/Issue Date REPRESENTATIVE: ELUOT KREEGER CHECKED BY: — CHECKED BY DATE: — APPROVED BY: — APPROVED BY DATE: — 08-05-02 AS -SHOWN ADT -1 it ust b �3 it g Rc- f she e f • 1'.1IIIIWWI.Y 1Aid WaaIMIJI 11:15am G:'ADT\BahamaBreeze1 ADTPIan f y O >I r J6e2 a O 4 1 0 FIRE ALARM FLOOR PLAN SCALE: I/8°= I '-o° LEGEND FIRE ALARM CONTROL PANEL ANNUNCIATOR a HORN/STROBE CO HORN/BELL EK KNOCKBOX E MANUAL PULL EM MONITOR MODULE ® SMOKE DETECTOR CO WATERFLOW SWITCH r SECURITY SERVICES 841 POWELL AVE. SW SUITE 101 RENTON, WA 98055 (206) 624-3103 FAX: (206) 654-2189 BAHAMA BREEZE Q -J Revision/Issue Date) REPRESENTATIVE: ELUOT KREEGER CHECKED BY: — CHECKED BY DATE: — APPROVED BY: — APPROVED BY DATE: — [Project ob ooty 08-05-02 AS -SHOWN Sheet ADT-2