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HomeMy WebLinkAboutPP - 5920 S 180TH ST - UPLAND DISTRIBUTION CENTER BLDG - PERMITS AND PLANS5920 S 180TH ST ASSOCIATED PERMITS 13-5-106 10-5-118 10-F-108 10-5-096 13-F-107 05/27/10 THU 13:16 FAX 253 926 2350 5F5 SMITH FIRE SYSTEMS SMITH FIRE SYSTEMS, INC. (253) 926-1880 • FAX (253) 926-2350 1106 54th Avenue East • Tacoma, Washington 98424 FILE el 001 May 27, 2010 City of Tukwila 444 Andover Park East Tukwila, WA. 98188 Attention: Al Metzler Reference: Fidelity Building T.I., 5920 S. 180th St., Tukwila, Wa., 98188 Smith Fire Systems Job Number: T110067 We would like to request a temporary shut down of the system for the demolition of the mezzanine. The system feeding below the mezzanine will be caped off at the riser so that the pipe below the mezzanine can be demolished. If you have any questions, please contact me. Sincerely, es Null signer Smith Fire Systems, Inc. ) o(W1tA FIRE DEPARTMiMM Please call: 575.4402 end give this job and exact address for shut, :sown or restoration euorr ik$ CONFIDENTIAL A FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C DE F Form: 1/22/01 G ' WASH LI ,.. A l A DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CXDI ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxFI Fidelity Building CONTROL PANEL AND MODULES SK -505 1 0.00055 0 0.0005 0 Silent Knight FACP 5808 1 0.17 0.17 0.325 0.325 Silent Knight Annunciator Panel 5860 1 0 0 0.212 0 Silent Knight Addressable Modules 2 0.023 0.046 0.046 0.092 Silent Knight Addressable Modules 3 0.00055 0.0011 0.00055 0.0011 0 ,� 0 0 Battery 12 VOLTS NP7-12 2 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector SK -505 1 0.00055 0.00055 0.0005 0.0005 Manual Pull Stations SK -500 8 0.00055 0.0044 0.005 0.04 Horn/Strobe Combination P2R 13 0 0 0.212 0 0 0 0.053 0 0 0 ,� 0 0 t 0 0 NOTIFICATION APPLIANCES r `_J Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.222 24 5.329 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 3.215 0.083 0.576 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 5.329 I 0.5756 I 5.905 I 1.3 7.676 14AH (H) 0 0 0 0 0.077 0 Horn/Strobe Combination P2R 13 0.212 2.756 0 0.053 0 0 0 0 0 r `_J Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.222 24 5.329 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 3.215 0.083 0.576 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 5.329 I 0.5756 I 5.905 I 1.3 7.676 14AH (H) CONFIDENTIAL A FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C DE F Form: 1/22/01 G r .,.._ / A�� DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE _ STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CXD1 ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxF1 Fidelity Building Power Supply CONTROL PANEL AND MODULES 0 0 Silent Knight Power Supply 5496 1 0.04 0.04 0.16 0.16 0 0 0 0 Battery 12 VOLTS NP7-12 1 0 0 ' 0 0 _r 0 0 0 0 0 0 0 0 INITIATING DEVICES NOTIFICATION APPLIANCES 0 0 0 Motorbell SSM24-10 1 0.059 0.059 110 Candela Horn/Strobes P2CR 14 0 0.212 0 2.968 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.040 24 0.960 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 3.187 0.083 0.576 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 0.960 0.5756 I 1.536 I 1.3 I 1.996 7AH (H) 0 0 0 0 0 0 0 0 0 0 ' 0 0 _r 0 0 NOTIFICATION APPLIANCES 0 0 0 Motorbell SSM24-10 1 0.059 0.059 110 Candela Horn/Strobes P2CR 14 0 0.212 0 2.968 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.040 24 0.960 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 3.187 0.083 0.576 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 0.960 0.5756 I 1.536 I 1.3 I 1.996 7AH (H) ' sdutbnsr Job Name: Job # 7430 Fidelity Building 5920 S 180th Street Tukwila, WA 98188 Ali): Tukwila Fire Department Circuit Information Panel Name: Silent Knight 5808 Circuit Name: NAC #1 Starting Voltage: Starting Voltage = 20.4 Prepared By: Mark Mcllwain Washington Alarm Inc. 1253 S Jackson Street Seattle, 98144 206-328-3288 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2R 110 0.212 Temporal, High 244 388 18.298 Horn/Strobe PC2R 110 0.212 Temporal, High 47 388 17.994 Horn/Strobe PC2R 110 0.212 Temporal, High 47 388 17.792 Horn/Strobe PC2R 110 0.212 Temporal, High 50 388 17.684 Total current/amps 0.848 Total Dist:388 voltage drop 2.716 5/26/2010 1 r i txlvanaxi 'dem advanood scar Circuit Information Panel Name: Silent Knight 5808 Circuit Name: NAC #2 Starting Voltage: Starting Voltage = 20.4 (1.5) amp circuit Class B © 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2R 110 0.212 Temporal, High 195 337 18.720 Horn/Strobe PC2R 110 0.212 Temporal, High 47 337 18.416 Horn/Strobe PC2R 110 0.212 Temporal, High 48 337 18.209 Horn/Strobe PC2R 110 0.212 Temporal, High 47 337 18.108 Total current/amps 0.848 ITotal Dist:337 voltage drop 5/26/2010 2 2.292 I SENSOR' 4 �. s C it o.. advanced solutions,- Circuit ou ons Circuit Information Panel Name: Silent Knight 5808 Circuit Name: NAC #3 Starting Voltage: Starting Voltage = 20.4 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2R 110 0.212 Temporal, High 45 233 19.91° Horn/Strobe PC2R 110 0.212 Temporal, High 47 233 19.51C Horn/Strobe PC2R 110 0.212 Temporal, High 47 233 19.207 Horn/Strobe PC2R 110 0.212 Temporal, High 47 233 19.001 Horn/Strobe PC2R 110 0.212 Temporal, High 47 233 18.90: Total current/amps 1.060 ITotal Dist:233 voltage drop 1.49 5/26/2010 3 Job Name: Job # 7430 Fidelity Building 5920 S 180th Street Tukwila, WA 98188 AHJ: Tukwila Fire Department Circuit Information Panel Name: Silent Knight 5808 Circuit Name: NAC #1 Starting Voltage: Starting Voltage = 20.4 Prepared By: Mark Mcllwain Washington Alarm Inc. 1253 S Jackson Street Seattle, 98144 206-328-3288 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2R 110 0.212 Temporal, High 244 388 18.298 Horn/Strobe PC2R 110 0.212 Temporal, High 47 388 17.994 Horn/Strobe PC2R 110 0.212 Temporal, High 47 388 17.792 Horn/Strobe PC2R 110 0.212 Temporal, High 50 388 17.684 Total current/amps 0.848 Total Dist:388 voltage drop 2.716 5/26/2010 1 1 /advcrred ideas. ocftrced sdutIonr Circuit Information Panel Name: Silent Knight 5808 Circuit Name: NAC #2 Starting Voltage: Starting Voltage = 20.4 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2R 110 0.212 Temporal, High 195 337 18.720 Horn/Strobe PC2R 110 0.212 Temporal, High 47 337 18.416 Horn/Strobe PC2R 110 0.212 Temporal, High 48 337 18.209 Horn/Strobe PC2R 110 0.212 Temporal, High 47 337 18.108 Total current/amps 0.848 Total Dist:337 voltage drop 2.292 5/26/2010 2 Sys SENSOR' acivalood ik xi& sum° Circuit Information Panel Name: Silent Knight 5808 Circuit Name: NAC #3 Starting Voltage: Starting Voltage = 20.4 (1.5) amp circuit Class B @ 16 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 16 Horn/Strobe PC2R 110 0.212 Temporal, High 45 233 19.91E Horn/Strobe PC2R 110 0.212 Temporal, High 47 233 19.51C Horn/Strobe PC2R 110 0.212 Temporal, High 47 233 19.207 Horn/Strobe PC2R 110 0.212 Temporal, High 47 233 19.004 Horn/Strobe PC2R 110 0.212 Temporal, High 47 233 18.90: Total current/amps 1.060 Total Dist:233 voltage drop 1.49 5/26/2010 3 1 110CD y • a 0 0 0 0 110CD 41 110CD NAC 11.0 0 13 _a 0 0 110CD NAC 110CD 110CD 110CD 0 0 0 a 0 GROUND FLOOR/WAREHOUSE Drawing scaled at i"=l' 11000 11000 10CD 0 ! a O 0 0 0 P.S t#1 • V.0.0 0.17JA • 11000 110CD 0 a 11000 110CD 110CD 0 0 0 0 • • 110CD 11000 11000 Outline of proposed mezzanine p Ramp p UPto Mezzanine 0 Out & Back/ O From Mezzanine 0 - Up to 0 Mezzanine o Outline of proposed mezzanine O 0 P.S 2 rly E! A North ak From 0 -- Mezzanine 11CCD 10CD 0 r 0. PIV FIRE ALARM SYMBOL LEGEND FACP FAPS FAAP MIM T EOL SILENT KNIGHT 5808 FIRE ALARM CONTROL PANEL SILENT KNIGHT 5496 FIRE ALARM REMOTE POWER SUPPLY SILENT KNIGHT 5860 ANNUNCIATOR PANEL P2R HORN/STROBE PC2R CEILING HORN/STROBE SRK SSM24-10 EXTERIOR BELL SD500 ADDRESSABLE MANUAL PULL SD505 PHOTOELECTRIC SMOKE DETECTOR SR STROBE SD500 ADDRESSABLE INPUT MODULE SPRINKLER FLOW SWITCH TAMPER SWITCH END OF LINE RESISTOR Alarm panel is addressable and all alarm devices are on an SLC loop. Each devices functions as it's own End of Line resistor. ea FACP • com MIM MIM 41; 42* MIM FAPS • • • • B4 VE754 KrA4 3. • A • • NAC #1 cp x. NAC #2 • • • • • 0-04 4Pb4I4V*.14 • A A • • • • • • 44P 4):(4 A A x x • EOL EOL Q EOL 4:1 NAC #3 EOL P.S #1 P.S #2 P.S #3 Wire Legend 1 Type DESCRIPTION NOTIFICATION CIRCUITS 16 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 DEVICES/DETECTORS 16 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET—THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTS AT 48" TO 53" ABOVE THE FLOOR. 5. UNLESS THEY ARE CEILING MOUNTED, ALL INDOOR HORNS, STROBES, HORN STROBES AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: A) 36" AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER a) NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 7. EXTERIOR HORN/STROBE SHALL BE MOUNTED ON THE TOP % OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 8. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASSES. PROPOSED MEZZANINE Down Down <> From °1st floor From 1st floor 110CD 110CD • Down to 1st floor Down to 1st floor 1=1 Drawing scaled at 8' WASHINGTONALARM WASHINGTON ALARM, INC. 1253 S. JACKSON STREET SEATTLE, WASHINGTON 98144 PHONE: 206-328-3288 FAX: 206-322-7214 CONTACT: RYAN ML EMAIL:raal@washingtonalarm.com WWW.WASHINGTONALARM.COM z ca 0 0 E 00.— (n . 0 (f) o ° 0') LO 4-4 I I A re t....04.t haCv-111.Y. Ci.4 ;Act -01 ..e%,,+••cott/e., I1/.Sh-e.. ecillty., 04 .C. 04,i2j-, Yr- All 4I r ote,;ves +0 6-c. ct,-1,1e.4114 ciddye.SS4S1-e, rb-t-i4cfl, bre4kr- 641 i -e c'411;$ b ant;IcciLl FA-Ge4 'IA p5. 1.,..0„..11 et cAtiot-• kigo)e kcy 50>c DATE: 05-26-2010 DRAWN BY: M. McILWAIN 'SP C ..dAZ o Without Comments i\l'ote0 in Red 0 Per TriF At',7ched Letter vvh!rj1 •••z!, stanclarus nci ad.:?..qt.tacy of kittions, deletiois , t -ds dae wUl void resubmittal o r1 Me Tukwila Fire current City and of adopted for the • approval. Te TLV,',V4?rei 7'7;2 P;7:_-.n/e3r4-7. Date: Y • :in inspection by s-1 TU PAID AY 26 2010 WILA FIRE FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fidelity Building 5920 S 180 St Permit No.: 10-S-118 Date: June 18, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME FIDELITY BUILDING TI JOB NO. TI10067 DATE 6/16/10 ADDRESS 5920 S. 180TH St. BY JAMES NULL TUKWILA, WA. SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: RETAIL HAZARD CLASS PER NFPA ORDINARY GROUP II : 13 (2002) SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM BASE OF RISER IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1FR TEMPERATURE: 155 ° F K -FACTOR: 5.6K ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 130 PSI RESIDUAL 120 PSI FLOW 5700 GPM LOCATION OF TEST: SOUTH CENTER PKWAY AND 180TH ST. DATA PROVIDED BY: MIKE CUSIC W/ CITY OF TUKWILA BASE OF RISER DEMAND 601.1 GPM REQUIRED AT 55.5PSI (INCLUDING 250 GPM FOR HOSE STREAMS) PRESSURE IN PSI ■ 10 i� =ME I .. I rait I bi mi MEISMINESR MEM =MEM= ME MEMMinalS= Mal MOM AWE } tr i�ii�I1i IIIA + t ■■■1 ■N■■■N� ■q ��N■■■ �■■■■■■■■1 t I nimpimen I I A ilii Ni i z 0 rn c0 m • f cn N 0 D 1 0 Doi m O 9 0 S 0 CD m -1 D Cl) ;U11 FA4�kSIii`k��� N N ►.F-#PIACIIIlFS 3 10 O co Z O H 0 0 rn D co0 D m D M cn w co 0 EilteM IIIII:P.iIII[IIMl • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/8/2010 H:\HASS\TI10067.SDF JOB TITLE: FIDELITY BUIDING BELOW MEZZANINE WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) 8 130.0 20.0 5700.0 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 128.3 REQ'D PRESS. (PSI) 601.1 55.5 Required pressure is 72.8 psi (57%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 601.1 GPM 250.0 GPM 0.0 GPM 351.1 GPM DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FTA2) (GPM/FT^2) S1 10.8 K= 5.60 18.4 24.0 120.2 0.200 0.200 S2 10.8 K= 5.60 18.7 24.2 120.2 0.200 0.201 S3 10.8 K= 5.60 19.5 24.7 120.2 0.200 0.205 S4 10.8 K= 5.60 21.2 25.8 120.2 0.200 0.214 S5 10.8 K= 5.60 18.8 24.3 120.2 0.200 0.202 S6 10.8 K= 5.60 19.0 24.4 120.2 0.200 0.203 S7 10.8 K= 5.60 19.8 24.9 120.2 0.200 0.207 S8 10.8 K= 5.60 21.6 26.0 120.2 0.200 0.216 S9 10.8 K= 5.60 17.2 23.2 106.9 0.200 0.217 S10 10.8 K= 5.60 17.4 23.4 106.9 0.200 0.219 S11 10.8 K= 5.60 18.1 23.8 106.9 0.200 0.223 S12 10.8 K= 5.60 19.5 24.7 106.9 0.200 0.231 S13 10.8 K= 5.60 22.0 26.3 106.9 0.200 0.246 S14 10.8 K= 5.60 31.2 31.3 106.9 0.200 0.293 1 10.8 25.3 2 10.8 - 25.7 3 10.8 27.5 4 10.8 31.6 5 10.8 44.4 6 10.8 51.0 7 5.0 - - - - 53.5 8 0.5 SOURCE 55.5 351.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/8/2010 H:\HASS\T110067.SDF JOB TITLE: FIDELITY BUIDING BELOW MEZZANINE PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) S1 S2 Pipe: 1 -24.0 1.610 PL 9.75 PF 0.2 10.8 5.6 18.4 24.0 3.8 120 FTG ---- PE 0.0 10.8 5.6 18.7 24.2 0.023 TL 9.75 PV Pipe: 2 -48.2 1.610 PL 9.75 PF 0.8 S2 10.8 5.6 18.7 24.2 7.6 120 FTG ---- PE 0.0 S3 10.8 5.6 19.5 24.7 0.082 TL 9.75 PV Pipe: 3 -73.0 1.610 PL 9.75 PF 1.7 S3 10.8 5.6 19.5 24.7 11.5 120 FTG ---- PE 0.0 S4 10.8 5.6 21.2 25.8 0.177 TL 9.75 PV Pipe: 4 -98.7 1.610 PL 3.83 PF 4.1 S4 10.8 5.6 21.2 25.8 15.6 120 FTG T PE 0.0 1 10.8 0.0 25.3 0.0 0.310 TL 13.13 PV Pipe: 5 -98.7 2.469 PL 12.33 PF 0.5 1 10.8 0.0 25.3 0.0 6.6 120 FTG ---- PE 0.0 2 10.8 0.0 25.7 0.0 0.039 TL 12.33 PV Pipe: 6 -24.3 1.610 PL 9.75 PF 0.2 S5 10.8 5.6 18.8 24.3 3.8 120 FTG ---- PE 0.0 S6 10.8 5.6 19.0 24.4 0.023 TL 9.75 PV Pipe: 7 -48.7 1.610 PL 9.75 PF 0.8 S6 10.8 5.6 19.0 24.4 7.7 120 FTG ---- PE 0.0 S7 10.8 5.6 19.8 24.9 0.084 TL 9.75 PV Pipe: 8 -73.7 1.610 PL 9.75 PF 1.8 S7 10.8 5.6 19.8 24.9 11.6 120 FTG ---- PE 0.0 S8 10.8 5.6 21.6 26.0 0.180 TL 9.75 PV Pipe: 9 -99.7 1.610 PL 3.83 PF 4.1 S8 10.8 5.6 21.6 26.0 15.7 120 FTG T PE 0.0 2 10.8 0.0 25.7 0.0 0.315 TL 13.13 PV Pipe: 10 -198.4 2.469 PL 12.25 PF 1.7 2 10.8 0.0 25.7 0.0 13.3 120 FTG ---- PE 0.0 3 10.8 0.0 27.5 0.0 0.140 TL 12.25 PV Pipe: 11 -23.2 1.610 PL 8.67 PF 0.2 S9 10.8 5.6 17.2 23.2 3.7 120 FTG ---- PE 0.0 S10 10.8 5.6 17.4 23.4 0.021 TL 8.67 PV Pipe: 12 -46.6 1.610 PL 8.67 PF 0.7 S10 10.8 5.6 17.4 23.4 7.3 120 FTG ---- PE 0.0 511 10.8 5.6 18.1 23.8 0.077 TL 8.67 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/8/2010 H:\HASS\TI10067.SDF JOB TITLE: FIDELITY BUIDING BELOW MEZZANINE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -70.4 1.610 PL 8.67 PF 1.4 Sli 10.8 5.6 18.1 23.8 11.1 120 FTG ---- PE 0.0 S12 10.8 5.6 19.5 24.7 0.166 TL 8.67 PV Pipe: 14 -95.1 1.610 PL 8.67 PF 2.5 S12 10.8 5.6 19.5 24.7 15.0 120 FTG ---- PE 0.0 S13 10.8 5.6 22.0 26.3 0.289 TL 8.67 PV Pipe: 15 -121.4 1.610 PL 2.67 PF 5.4 S13 10.8 5.6 22.0 26.3 19.1 120 FTG T PE 0.0 3 10.8 0.0 27.5 0.0 0.454 TL 11.97 PV Pipe: 16 -319.8 2.469 PL 12.33 PF 4.2 3 10.8 0.0 27.5 0.0 21.4 120 FTG ---- PE 0.0 4 10.8 0.0 31.6 0.0 0.340 TL 12.33 PV Pipe: 17 -31.3 1.610 PL 2.67 PF 0.4 S14 10.8 5.6 31.2 31.3 4.9 120 FTG T PE 0.0 4 10.8 0.0 31.6 0.0 0.037 TL 11.97 PV Pipe: 18 -351.1 2.469 PL 27.38 PF 12.8 4 10.8 0.0 31.6 0.0 23.5 120 FTG E PE 0.0 5 10.8 0.0 44.4 0.0 0.404 TL 31.68 PV Pipe: 19 -351.1 2.469 PL 2.17 PF 6.5 5 10.8 0.0 44.4 0.0 23.5 120 FTG T PE 0.0 6 10.8 0.0 51.0 0.0 0.404 TL 16.17 PV Pipe: 20 -351.1 7.981 PL 5.79 PF 0.1 6 10.8 0.0 51.0 0.0 2.3 120 FTG A PE 2.5 7 5.0 0.0 53.5 0.0 0.001 TL 55.79 PV Pipe: 21 -351.1 7.981 PL 4.50 PF 0.0 7 5.0 0.0 53.5 0.0 2.3 120 FTG G PE 1.9 8 0.5 SRCE 55.5 (N/A) 0.001 TL 8.50 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.094 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.5 ft/sec at pipe 18. , - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/8/2010 JOB TITLE: FIDELITY BUIDING BELOW MEZZANINE (4) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP H:\HASS\TI10067.SDF PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly AlmChk DPV1v fleX 1.610 2.60 9.30 1.30 9.00 6.00 1.00 3.00 3.00 0.00 2.469 4.30 14.00 2.20 15.00 3.70 1.00 8.00 8.00 0.00 7.981 13.00 40.70 6.50 43.00 5.30 4.00 50.00 50.00 0.00 I I � �III 11 7II I J 1 1111111_II��III II I I i I I' II II L 1111 1I I' I --f=l III 4, 44-I-�44- �- l i i Y i 11 H 11 `F1 II N(I) 1) 11 11' IT ^ I ILII1iI'1 EXSTI1G4x16 URy.1 N'5-0°OCI. U.1/.0 1 EXI ING4x16 2 w EXISTING 6WIPURIJNI6'-�O(f ~'Stara' I 5'�_ I1 t SW2 1 41 EXISTIN Ib 1 URI N B'-0 OC U.N.O.: f� 14x16 PURLIN E'0. C. Y2T 1� )1' IR x 1 1 I 6 1 JI 1 1 1 1 1❑I 1 111 1 I❑I I .HI I -FtI I !144 I, 11II �I PHI I ISI I I'' -;I LT'I ❑ I : I` HYDRAULICALLY MOST DEMANDING AREA: DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 601.1 GPM AT 55.5 PSI (INCLUDING 250 GPM FOR HOSE STREAMS) HASS FILE: 25(067 "1 ()1 I'T H 1 _III LJ STING 4x 6 PIJRUN &O I O .N.O. th �T(ISTING 4x16 P RUN 8' ' CC. J.N.O. I •4 II I 2 EXICT s: HSL I I I J I LII III 5YI I I I I I b I 1 1 111 S t' (EXISTING ,116 F#URUN s III i 1I ,II ix-o'pc.'' U".G.1 I m ...,r PIPE / FITTING LEGEND NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE ► NEW PLUG - S NEW STRAP TEE LCE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. Because of Increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequest(mci.tukwila. ra.us to schedule your inspections a minimum of 48 hours in advar;ce of the date you want an inspection. NEW ROOF MEMBRANE ON NEW RIGID INSULATION SYSTEM OVER NEW PLYWOOD ROORNG NEW 16'TJIS WALL LEGEND EXISTING WALL NEW WALL TO CEIUNG NEW FULL HEIGHT WALL 14 LW4LA fti�tt otMR.t i >< Please call: 575.4407 and give this job f 1 g S and exact address for shut. Town or restoration aoorovoi ATF BUILDING SECTION A NTS 1 � III z X11 S i 1 S'� F-�-' ElISTING4x16 PURLIN B'-4' OC. UN.9 it 1 NEW N21,:X50BEPM I I ••••••••••••••••••••••••••• •.... CUT BACK EXISTING 25 PIPE INSTALL NEW SSU IN 1.25'X3/4' REDUCER 90 ROOF SPRINKLER PLAN 0 8 16 ' SCALE 1/8'=1'-0' AMMY WOOD HANGER RNG-- HANGER 'SW' INSTALL NEW 8' GRV CAP AND DEMO DOWN STREAM NEW STRAPS TO BE CUT IN AND PLUGGED (TYP. AT ROOF LEVEL) TJI -3B' ATR Glans nave bei:?,{.- reviewed by Tune Tukwila Fire cooIo:_ma rce with current City / ,eptance is subject to errors and +t; : hich do not authorize vio'ations of adopted 3-'a ordinances. The responsibility For the of design rests totally with the designer. . Mons, deletions or revisions to these drawings}after Date wilt void this acceptance and will require'a r esubrnittai of revised drawings for subsequent a 000 PERLIN AM MY WOOD - 3/8' ATR MII� ANGER RING HANGER 'SW2' Final acceptance is subject to field test and. inspection._b' - The Tukwila Fire Prevention Bureau. Date: G-12.-10 By: ;,''� l A=18' TURKEY UST =•:23v SIRE DEPART V Please call: 575.4407 anti give this job No. and exact address for shut. down or restoration approval: REO 3}X 16 (22E) PSL RED 25 °11 1-2 3}X16(2.2E)PSL �RREEDy 2 3}X16(2.2E)PSL </ 25 2.5 251-0 GOEI 2.5 0-8 3-6 • 10\ 2,5 2.5 46 N - 8.5SW Ind.. - 124 8.5SW,07 02-1-' °'N-8.6SW 1Z-4 O.b7N.S-SW- 11-6 _ in 58 Cf _�. -__- _1p _� _ _ _. _.-.._. _ __._ _ ._ -.._b .SSW-�-- `�8.5SW-'-- --- -------°1 �- --- ----_----------_-----------/--8.5SW- ---- •"/--8.5SW- --- 9 L - o'a • w y- �= (� 18 TJI 960 AT 16.e0-. -- _ ••1;_- - -- 16 TJI 360 AT 1p OC � 1360 AT i6 OC 8.5SW - /- --- ..SSW a S71 -- a - - D - /- S5SW- .55W -1.- t2.5 (0-4) n(G 70 nE INTO EXISTING 25' THREADED OUTLET EXISTING SYSTEM RISER 8.5SW (24 -- gi---- + DD -BOJ- X.-8-.5SW- dPSL -(g)- 3i X16122E) C. 8.5SW - -D "SW W21-X4113EAM' q - 6(255 -PSI '\ .SEW 1' PLUGGED OUTLETS TO BE IN THE BOTTOM OF THE PIPE (TYP. BELOW MEZZANINE) SSW -BOD-BOJ - 12'4' 12-1' 5-0.r (2)3/4"X6'X12 PLYWOOD (12)A16 X 2 DRYWAL _ SCREWS N BELOW MEZZ. SPRINKLER PLAN 0 8 16 11 7/B'TJI 1/2X4.5' BOLT W/ NUT AND WASHERS TOLCO FIG. 980 SWIVEL END 45 59° FROM VERTICAL 1' (1-6) SCH 40 BRACE PIPE TOLCO FIG. 1001 'EQ1' 1/2 x 1 1/2'BOLT W/ i- WIDE FLANGE STEEL BEAM NUT AND WASHER TOLCO FIG. 980 SWIVEL END MIN. 1/2 DEPTH OF BEAM J L_ 1' ( 4-0) SCH 40 BRACE PIPE-/. TOLCO FIG. 1001-- 30° - 59° FROM VERTICAL V MIN. EXCESS PIPE THROUGH FAST CLAMP 'EQ3' PAID JUN 17 2010 AREA MAP SCALE 1/8'=1'-0' I! (2)3/4'X6' X17 PLYWOOD -_.-!_!, S2) E`8S DRYWALL` SCREWS it 11 7/8" TJI 1/2'X4.5' BOLTW/NUT AND WASHERS TOLCO FIG. 9BO SWIVEL END V (5-0) SCH 40 BRACE PIPE 45° - 59° FROM VERRCAL TOLCO FIG. 4L 7" PIPE CLAMP 'EQ2' 1/2 x 1 1/2' BOLT W/ NUT AND WASHER \ MIN. 1/2 DEPTH OF BEAM --RIGID FRAME TOLCO FIG. 880 SWIVEL END 1 • 45° - 59° FROM VERTICAL ( 3-0 ) SCH 40 BRACE PIPE TOLCO FIG. 4L -,..X PIPE CLAMP 'EQ4' F� g. "'r sa: -I .'r-- 7:1 m FITTER/LISTER NOTES 1. LISTER TO SEND 10'-0" OF 3/8° ALL THREAD ROD 2. ALL HANGERS TO BE TYPE 'SW U.N.O. 3. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 4. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER/ PPE CADS IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.05 0.044 1 1/4 40 0.140 1.380 THREADED, CUT GROOVED. ROLL GROOVED. PLAIN END, POLERED 2.92 0.078 1 1/2 FLOW PIPE 0.095 1.710 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.83 0.122 21/2 FLOW PIPE 0.086 2.703 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 5.10 0.298 °0 WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (III) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL EXTEND THE EXISTING SPRINKLER PROTECTION TO UNDER THE NEW MEZZANINE. SFS WILL EXTEND THE EXISTING BRANCHLINES TO ACCOMMODATE THE NEW WALLS. SFS WILL PROVIDE 1° PLUGGED OUTLETS AT THE ROOF AND UNDER THE NEW MEZZANINE FOR FUTURE OFFICE SPACE. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORKF O ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2007 AND THE CITY OF TUKWILA EXISTING CRITERIA WAREHOUSE - ORDINARY HAZARD GROUP II NEW DESIGN CRITERIA: RETAIL- ORDINARY HAZARD GROUP II DENSITY .20 GPM OVER 1500 SQ. FT. WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATA SUPPLIED BY 130 PSI 20 PSI 5700 GPM SOUTH CENTER PKWAY AND 180TH ST. MIKE CUSIC W/ CITY OF TUKWILA HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 601.1 GPM AT 55.5 PSI ( 250 GPM HOSE ALLOWANCE) TUKWILA FIRE - NTS uJ z cc a_ W U 0 W CC 0 0LO z 0 0 SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS 5YM MANUFACTURER S.LN. TYPE MODEL SPIIMIER DUSTING LJ UNCHANGED SSU BRZ 8.0K 3/4' 155° NEW REUABLE SSU FIFA BRZ 1/2 155° 31 REUABLE R1722 SSU BRZ 155° 16 4 RELIABLE CHR CHR 5 6K 1/2 155° TOTAL NEW 48 AFF BOB SCO BCU BOP BEN CTS FO IFOW ORAN UPC ABOVE ANISEED FLOOR BOITOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PLS.! BOTTOM OF TRUSS CUT TO SU1T FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WAU. NO AUTO. SPRINKLERS UNLESS NOTED ETIHERWISE BOD 0 CENTERUNE OF PIPE TO REFEFIENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEITER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING OATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH POE CONSTRUCTION 1519 W.VALLEY HVVY, SUITE 103 AUBURN, WA. 98001 PROJECT MANAGER PHONE : SUPERINTENDENT : PHONE : 206-833-2400 SCOTT ACKERMAN 206-551-0247 5/71 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T FIDELITY BUILDING TI 5920 S. 180TH ST. TUKVVILA, WA. DESIGNER PROJECT MGR JAMES N. L. LUVAAS DATE SHEET JOB NO FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sansaco 5920 S 180 St Permit No.: 13-S-106 Date: May 8, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access. • An electrically supervised post indicating valve (PIV) is required. • PIV shall have the building number served by the PIV stenciled vertically in 3 - inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz connection and a Knox locking Storz cap. • Install listed water shields on in -rack sprinklers. • Installation of all electrical pre -action system components requires a separate fire alarm permit and an electrical permit. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FILE FIRE ALARM LEGEND NEW EXIST SYMBOL DESCRIPTION MANUFACTURER PART # MOUNTING 0 1 X FIRE ALARM CONTROL PANEL — EXISTING SILENT KNIGHT 5808 X FACP 0 1 = REMOTE LCD ANNUNCIATOR — EXISTING SILENT KNIGHT 586OR X ANN Total 0 1 X FIRE SUBSCRIBER TRANSCEIVER — EXISTING AES 7788F—ULP TROUBLE/SUPV. INDICATION AT FACP AES Main System Board 0 1 X BOOSTER POWER SUPPLY — EXISTING SILENT KNIGHT 5496 Addressable Devices BPS1 X 0 1 O SMOKE DETECTOR — EXISTING EXISTING X 2 0 6.000 MANUAL PULL STATION SILENT KNIGHT SD500—PS 4 SQ DEEP W/SINGLE GANG F 0 4 ll! XX HORN/STROBE — CEILING MOUNT XX - INDICATES DEVICE CANDELA SETTING / t INDICATES EXISTING DEVICE SYSTEM SENSOR PC2R 2 0 XSTROBE XX — CEILING MOUNT XX - INDICATES DEVICE CANDELA SETTING/"E' INDICATES EXISTING DEVICE SYSTEM SENSOR SCR 4 SQ DEEP Amps 6.330 E DENOTES EXISTING DEVICE SCOPE OF WORK: 1) RE -USE AND RELOCATE 4EA EXISTING CEILING MOUNT HORN/STROBES, NO HORN/STROBES ADDED TO THE EXISTING SYSTEM, ADD 2EA CEILING MOUNT STROBES TO EXISTING NOTIFICATION CIRCUIT, ADD 2EA MANUAL PULL STATIONS, Sansaco Furniture SEQUENCE OF OPERATIONS MANUAL PULL STATION SMOKE DETECTION FLOW SWITCH TAMPER SWITCH SYSTEM TROUBLE ACTIVATION OF LOCAL ALARM AT FACP X X X Alarm: INDICATING CKT INDICATION OF ALARM AT LCD ANNUNCIATOR X X X E = ACTIVATE ALL AUDIBLE & VISIBLE DEVICES X X X Amps Total TRANSMIT ALARM SIGNAL TO CENTRAL STATION X X X H = TROUBLE/SUPV. INDICATION AT FACP TWISTED SHIELDED SPEAKER CKT Main System Board 1 X X TROUBLE/SUPV. INDICATION AT LCD ANNUNCIATOR 0.325 0.160 Addressable Devices X X TRANSMIT TROUBLE/SUPV. SIGNAL TO CENTRAL STATION 0.00055 0.00495 = X X A ri A EXISTING AES C FACP BPS1 S1-1 S1-2 S1-3 S1-4 C It� C IR=I► C irk C EXISTING E 115 E 110 E 115 E EXISTING TO DEDICATED 120VAC RISER DIAGRAM NTS SITE PLAN N Scale: NTS 1>Il 5 S1-5 S1-6 C — C W S 15 C 75 Sansaco Furniture Silent Knight 5808 Fire Alarm Control Panel = 18/2 FPLR INITIATING CKT B = Current Load: Current Load: Standby: Alarm: Alarm: INDICATING CKT D = 14/2 X2 FPLR INDICATING CKT LOOP E = Device Type Quantity Amps Total Amps Total Total = 14/2 FPLR 24VDC POWER CKT H = 14/2 FPLR TWISTED SHIELDED SPEAKER CKT Main System Board 1 0.170 0.170 0.325 0.325 0.160 Addressable Devices 9 0.00055 0.005 0.00055 0.00495 = AudibleNisual Devices - Max Panel Current 1 6.000 6.000 Total Panel Loads 0.04 Amps 0.16 Amps Total Panel Loads: Standby Current Load: 0.04 0.175 Amps 6.330 Amps Standby Current Load: 0.175 Amps For 24 Hours = 4.199 Amp -hours Amp -hours Alarm Current Load: 6.330 Amps For 5 Minutes= 0.532 Amp -hours Amp -hours 20% Derating= 5.677 Amp -hours Total System Current Load- 1.168 Amp -hours Total System Current Load: 5.677 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Battery Pair to be Used: 12VDC Amp -hours 7AH AES BPS1 FACP E E E E S1-1 o11 E 115 S1-2 E 110 FIRST FLOOR FIRE ALARM PLAN Scale: 1/8"=1/-0" N E ANN F E W S Sansaco Furniture Silent Knight 5496 Distributed Power Module Battery Load Calculations = 18/2 FPLR INITIATING CKT B = 18/2 X2 FPLR Current Load: C Standby: Alarm: INDICATING CKT D = 14/2 X2 FPLR INDICATING CKT LOOP E = Device Type Qty Amps Total Amps Total = 14/2 FPLR 24VDC POWER CKT H = 14/2 FPLR TWISTED SHIELDED SPEAKER CKT I Main System Board 1 0.04 0.04 0.160 0.160 ANNUNCIATOR CKT AudibleNisual Devices - Max Panel Current 1 18/2 FPLR CONTROL CKT 6.000 = 18/4 FPLR REMOTE TEST STATION CKT Total Panel Loads 0.04 Amps 0.16 Amps Standby Current Load: 0.04 Amps For 24 Hours = 0.960 Amp -hours Alarm Current Load: 0.16 Amps For 5 Minutes= 0.013 Amp -hours 20% Derating= 1.168 Amp -hours Total System Current Load- 1.168 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Wire Legend A = 18/2 FPLR INITIATING CKT B = 18/2 X2 FPLR INITIATING CKT LOOP C = 14/2 FPLR INDICATING CKT D = 14/2 X2 FPLR INDICATING CKT LOOP E = F = G = 14/2 FPLR 24VDC POWER CKT H = 14/2 FPLR TWISTED SHIELDED SPEAKER CKT I = 14/2 X2 FPLR TWISTED SHIELDED SPEAKER CKT LOOP J = 18/4 FPLR ANNUNCIATOR CKT K = 18/2 FPLR CONTROL CKT L = 18/4 FPLR REMOTE TEST STATION CKT wm ❑ Without Comments 54- As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City r >ndards. Acceptance is subject to errors and ..:. i . s!ons which do not authorize violations of adopted : ndards and ordinances, The responsibility for the ..d,�quacy 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. Date: 91- f 3 By: / q "' S TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. 1�-F-/0 and exact address for shut- down or restoration approval. V- ho+ c Ircad J otouc..l *Puktl cL6.% 1415,,16. A DN TO FACP S1-3 E 115 NOTICE A completed, signed, Tukwila Fire Department. Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee -and termination of the testing I MEZZANINE FIRE ALARM PLAN N Scale: 1/8"=1'-0" W S PAID RR 2.9 2013 TUKWILA ARE SANSACO FURNITURE FIDELITY BUILDING � W cc c° = I— I— (5 0 oz H cif) mr, J0 1---1 O 1---1N c. DESCRIPTION ti44 PROJ. MGR.: Andrew Earle DRAFTER: HEW FIRE ALARM SHEET NO. 1 OF 1 -2146'4' si%il,�