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HomeMy WebLinkAboutPP - 16840 SOUTHCENTER PKWY - JARED THE GALLERIA OF JEWELRY - PERMITS AND PLANS16840 SOUTHCENTER PKWY ASSOCIATED PERMITS 10-F-186 02-F-168 96-F-258 02-S-122 97-S-011 96-S-270 D96-0001 40311144 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 2623049129 Site Address: 16840 South Center Parkway Suite Number: Floor: Tenant Name: B & G Property Management New Tenant? El- Yes ❑- No Property Owner's Name: B & G Property Management Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Northwest Permit Inc- Cyndal or Naida Day Telephone: 360-945-2787 Company Name: Northwest Permit Inc./ADT SECURITY SERVICES Mailing Address: 1345 gulf rd point roberts, wa/11824 n creek pkwy n #105, bothell wa E-mail Address: cyndal@nwpermit.com City State Zip Fax Number: 360-945-2091 Valuation of Project (contractor's bid price): $ 2208.00 Scope of work (please provide detailed information): add three supervisory points to an existing Fire Alarm PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: PAID 446 A 7 :zerlv Plan Permit App.doc Date: Day Telephone: 5/14/10 TFD FP Form 8 August 23, 2010 Mr. Al Metzler Plans Examiner Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188-7661 Dear Mr. Metzler, Please accept this request to add three supervisory points to the existing Unimode 10 Fire. Alarm Control Panel installed at the Jared Galleria of Jewelry located at 16840 South Center Parkway in Tukwila, Washington. This Fire Alarm Control Panel is already being monitored by ADT's UL National Monitoring Central Station. There are currently three unused zones on this panel that could accommodate the three new Sprinkler Points that have been added in a Sprinkler Vault in the parking lot near the Jared Store. Wire has been run by B&G Property Maintenance and brought to the FACP. ADT Security Services has been asked by B&G to land the wires on the spare zones in order to provide supervisory signal monitoring of these Sprinkler points. We understand that an Electrical Permit must be pulled and that there is a $75.00 fee to be paid for the Fire. Alarm Permit we are requesting: Upon completion of the work ADT will make a request for final inspection will be made with the City of Tukwila. ADT will be on site for this test to demonstrate the proper working order of the FACP and the monitoring. Please approve this request so that we may make the terminations that are required for Central Station - Monitoring. Sincerely, Lynda R. Stakel ADT National Account Manager. Wit, MLA hilt is.tVI Please call: 575.4407 and give this job NO. /6-F /86. anti exact address for shut down or restoration approval Kof(Lio Sc PPleuu e).2- F --164 Battery Calculation Worksheet tqC© Fire & . (j (all currents stated in mA) Security 07/24/02 PROJECT: Jared Jewelry - 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 10 Fire Alarm Control Panel 1 138 245 138 245 Alarm Sounding Minutes 5 Total System Standby mA Total System Current 2 Total System Alarm mA 138 245 Smoke Detectors / Auxiliary Devices 521 bxt Smoke Detector 1 0.7 60 0.7 60 Alarm Sounding Minutes 5 Total System Standby mA Device Totals 2 Total System Alarm mA 0.7 60 Notification Appliances (list all) Notification Appliance Totals 0 i N/A 0 Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes 5 Total System Standby mA 138.7 Total System Alarm mA 305 Total System Standby A/H 3.33 Total System Alarm A/H 0.03 Min. A/H Battery 3.35 ADD 30% FOR BATTERY DEPLETION 1.01 Required A/H Battery I 4.36 I A/H BATTERY PROVIDED FOR SYSTEM 7 1 ((0'z -to 5 C n_w 0z -r Battery Calculation Worksheet two IFire & . a (all currents stated in mA) Security 08/08/02 PROJECT: Jared Jewelry - 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 10 Fire Alarm Control Panel 1 138 245 138 245 5 Total System Standby mA 140.1 Total System Alarm mA Total System Current 4 3.36 138 245 Smoke Detectors / Auxiliary Devices 521 bxt Smoke Detector 3 0.7 60 2.1 180 5 Total System Standby mA 140.1 Total System Alarm mA Device Totals 4 3.36 _ 2.1 180 Notification Appliances (list all) Notification Appliance Totals 0 N/A 0 Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes 5 Total System Standby mA 140.1 Total System Alarm mA 425 Total System Standby A/H 3.36 Total System Alarm NH 0.04 Min. A/H Battery 3.40 ADD 30% FOR BATTERY DEPLETION 1.02 Required A/H Battery I 4.42 LH BATTERY PROVIDED FOR SYSTEM 7 Sheet of HYDRAULIC CALCULATIONS LNW FIRE SYSTEMS 13620 NE. 20th. STE. Bellevue, Washington nJn Date 01/20/97 Job: HOULIHN Job HOULIHANS 16840 SOUTHCENTER PARKWAY Authority having Jurisdiction_ Occupancy Density Area of Application Coverage per Sprinkler System type_ _ wet Hose 750.0 gpm Inside Hose NFPA-13 Ordinary Hazard Group I 0.15 gpm/sq.ft. 1500 square feet 256 sq. ft. MAXIMUM Water Supply _ 148.00 psi Static, 104.00 psi Residual @ 1547.0 gpm Demand 55.82 psi @ 486.1 gpm @ B.O.R. 57.68 psi @ 1236.1 gpm @ Supply 118.95 psi available @ 1236.1 gpm Demand is below curve by 61.27 psi Sprinklers _ _ WATER SUPPLY PER Large Orifice CITY OF TUKWILA UTILITIES DEPT. HOULIHN 01/20/97 9:20am Sheet Pressure (PSI) (WdB) moT3 0c4f O co 0 0 to 0 0 F+ ro 0 0 F+ cn0 0 F+ w 0 0 IV F+ 00 ro 0 0 Ni 0 0 w 0 0 0 F+ IV w A cn co -4 co w 0 ii ro w A O 0 0 m 0 0 0 0 0 CP 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 Static = 148.00 psi, Residual = 104.00 psi at a flow of 1547.0 gpm. Demand at BOR = 55.82 psi with 486.1 gpm flowing. System demand = 57.68 psi with 1236.1 gpm flowing. Pressure available = 118.95 psi when 1236.1 gpm is flowing. Demand is below curve by 61.27 psi. (51.50) aAan0 &4TTTIETTEAV aa4EA (gdEab S8'T N) Sheet LNW FIRE SYSTEMS Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 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 DR Drop 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 HOULIHN 01/20/97 9:42am Sheet LNW FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations HOULIHANS 16840 SOUTHCENTER PARKWAY Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.049 6.0 11.4 11.40 -6.00 0„0 120 32 1T,2E 2 DR2 1.049 6.0 5.62 7.00 -6.00 0.0 120 32 1T,2E 3 BL1 1.380 10.0 DR1 0.00 0.00 0.0 120 32 4 BL1 1.610 10.0 DR2 0.00 0.00 0.0 120 32 5 BL1 2.067 10.0 DR1 0.00 0.00 0.0 120 32 6 BL1 2.067 7.0 DR2 0.00 0.00 0.0 120 32 1T 7 BL2 1.049 10.0 DR2 0.00 0.00 0.0 120 32 8 BL2 1.380 10.0 DR1 0.00 0.00 0.0 120 32 9 BL2 1.610 3.0 0.00 0.00 0.0 120 32 1T 10 BL3 1.380 10.0 DR2 0.00 0.00 0.0 120 32 11 BL3 1.610 10.0 DR2 0.00 0.00 0.0 120 32 12 BL2 1.610 10.0 DR1 0.00 0.00 0.0 120 32 13 BL2 1.610 7.0 DR1 0.00 0.00 0.0 120 32 1T 14 BL4 1.049 10.0 DR2 0.00 0.00 0.0 120 32 15 BL4 1.380 10.0 DR1 0.00 0.00 0.0 120 32 16 BL4 1.610 2.0 0.00 0.00 0.0 120 32 1T 17 RN1 2.067 3.4 BL1 BL2 0.00 3.40 0.0 120 32 1T 18 RN2 2.067 3.4 BL3 0.00 3.40 0.0 120 32 1T 19 RN3 2.067 3.4 BL4 0.00 3.40 0.0 120 32 1T 20 CM1 4.026 10.0 RN1 0.00 0.00 0.0 120 32 1T 21 CM1 4.026 29.0 RN2 0.00 0.00 0.0 120 32 1T 22 CM2 4.026 39.0 RN3 0.00 0.00 0.0 120 32 1T 23 BU1 6.065 55.0 CM1 0.00 0.00 0.0 120 32 1T 24 Bill 8.071 85.0 CM2 0.00 0.00 0.0 120 32 1T 25 RI1 8.071 14.0 BU1 0.00 14.00 0.0 120 32 1E,1ALV,1GV 26 UG1 8.270 22.0 RI1 0.00 3.00 750.0 140 32 1UT4,1UE,1GV HOULIHN 01/20/97 9:42am Sheet LNW FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations HOULIHANS 16840 SOUTHCENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note Drop 1 C = 12 A 6.0 PT 11.40 1 38.5=11.40(11.40)A.5 F 9.0 PE -2.60 (EL= -6.00 ft 1 38.5 1.05 1T 2E T 15.0 0.43691 PF 6.55 14.29 PT 15.36 3 B1 Jc K -factor for drop 1 = 38.5/(15.36)'x.5 = 9.82 at Hyd Ref Pts 3 5 8 12 13 15 Drop 2 A 6.0 PT 7.00 2 14.9=5.62(7.00)A.5 F 9.0 PE -2.60 2 14.9 1.05 1T 2E T 15.0 0.07520 PF 1.13 5.52 PT 5.53 4 K -factor for drop 2 = 14.9/(5.53)A.5 = 6.34 at Hyd Ref Pts 4 6 7 10 11 14 C = 12 (EL= -6.00 ft B1 Jc HOULIHN 01/20/97 9:42am Sheet Sprinkler Pipe Flow Dia No (gpm) (inch) Branchline No. 1 Fitting and Dev 38.5=9.82(15.36)A.5 3 38.5 1.38 25.8=6.34(16.51)A.5 4 64.3 1.61 41.6=9.82(17.90)A.5 5 105.8 2.07 27.6=6.34(18.95)A.5 6 133.4 2.07 K -factor for Branchline No. LNW FIRE SYSTEMS Systems Hydraulic Flow Calculations HOULIHANS 16840 SOUTHCENTER PARKWAY A F T A F T A F T A F 1T T Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 7.0 10.0 17.0 0.11496 0.13992 0.10432 0.16013 PT PE PF PT PE PF PT PE PF PT PE PF PT 15.36 3 0.00 1.15 8.26 16.51 4 0.00 1.40 10.12 17.90 5 0.00 1.04 10.12 18.95 6 0.00 2.72 21.67 Note C = 12 DR DR DR DR 12.75 17 Riser Nipple Jc branchline no. 1 = 133.4/(21.67)x.5 = 28.66 2 (Beginning 23.4=6.34(13.62)A.5 7 23.4 1.05 38.5=9.82(15.36)A.5 8 61.9 1.38 9 61.9 1.61 43.5=9.82(19.56)A.5 12 105.4 1.61 47.2=9.82(23.06)A.5 13 152.5 1.61 K -factor for pressure increased due A 10.0 PT F 0.0 PE T 10.0 0.17379 PF A 10.0 PT F 0.0 PE T 10.0 0.27666 PF A 3.0 PT F 8.0 PE 1T T 11.0 0.13059 PF A 10.0 PT F 0.0 PE T 10.0 0.34935 PF A 7.0 PT F 8.0 PE 1T T 15.0 0.69276 PF PT to Hyd Ref Pt 8) 13.62 7 0.00 1.74 8.68 15.36 8 0.00 2.77 13.28 18.13 9 0.00 1.44 9.75 19.56 12 0.00 3.49 16.60 23.06 13 0.00 10.39 33.45 C = 12 DR DR DR DR 24.04 17 Riser Nipple Jc branchline no. 2 = 152.5/(33.45)A.5 = 26.37 Riser Nipple (Top of RN =Branchline 1 K=55.03=28.66+26.37 A 3.4 318.2=55.03(33.45)A.5 F 10.0 17 318.2 2.07 1T T 13.4 + Branchline 2) PT 33.45 PE 1.47 0.79988 PF 10.72 PT 45.64 K -factor for riser nipple = 318.2/(45.64)'.5 = 47.10 C = 12 17 BL1 + BL (EL= 3.40 ft 30.43 20 Cross main Jc HOULIHN 01/20/97 9:50am Sheet LNW FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations HOULIHANS 16840 SOUTHCENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note Branchline No. 3 C = 12 A 10.0 PT 5.53 10 DR 14.9.6.34(5.53)A.5 F 0.0 PE 0.00 10 14.9 1.38 T 10.0 0.01985 PF 0.20 3.20 A 10.0 PT 5.73 11 DR 15.2=6.34(5.73)A.5 F 0.0 PE 0.00 11 30.1 1.61 T 10.0 0.03434 PF 0.34 4.74 PT 6.07 18 Riser Nipple Jc K -factor for branchline no. 3 = 30.1/(6.07)".5 = 12.22 Riser Nipple (Top of RN =Branchline 3) C = 12 A 3.4 PT 6.07 18 BL 30.1.12.22(6.07)A.5 F 10.0 PE 1.47 (EL= 3.40 ft 18 30.1 2.07 1T T 13.4 0.01019 PF 0.14 2.88 PT 7.68 21 Cross main Jc K -factor for riser nipple = 30.1/(7.68)&.5 = 10.86 Branchline No. 4 (Beginning pressure increased due to Hyd Ref Pt 15) C = 12 A 10.0 PT 13.62 14 DR 23.4=6.34(13.62)A.5 F 0.0 PE 0.00 14 23.4 1.05 T 10.0 0.17379 PF 1.74 8.68 A 10.0 PT 15.36 15 DR 38.5=9.82(15.36)A.5 F 0.0 PE 0.00 15 61.9 1.38 T 10.0 0.27666 PF 2.77 13.28 A 2.0 PT 18.13 16 F 8.0 PE 0.00 16 61.9 1.61 1T T 10.0 0.13059 PF 1.31 9.75 PT 19.43 19 Riser Nipple Jc K -factor for branchline no. 4 = 61.9/(19.43)A.5 = 14.04 Riser Nipple (Top of RN =Branchline 4) C = 12 A 3.4 PT 19.43 19 BL 61.9.14.04(19.43)^.5 F 10.0 PE 1.47 (EL= 3.40 ft 19 61.9 2.07 1T T 13.4 0.03869 PF 0.52 5.92 PT 21.42 22 Cross main Jc K -factor for riser nipple = 61.9/(21.42)'.5 = 13.37 HOULIHN 01/20/97 9:51am Sheet LNW FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations HOULIHANS 16840 SOUTHCENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note Cross main 1 C = 12 A 10.0 PT 45.64 20 RN#1 318.2=47.10(45.64)A.5 F 20.0 PE 0.00 20 318.2 4.03 1T T 30.0 0.03111 PF 0.93 8.02 A 29.0 PT 46.57 21 RN#1 74.1=10.86(46.57)A.5 F 20.0 PE 0.00 21 392.3 4.03 1T T 49.0 0.04583 PF 2.25 9.89 PT 48.82 23 Bulk Jc K -factor for Cross main 1 = 392.3/(48.82)'.5 = 56.15 Cross main 2 C = 12 A 39.0 PT 21.42 22 RN#1 61.9=13.37(21.42)A.5 F 20.0 PE 0.00 22 61.9 4.03 1T T 59.0 0.00151 PF 0.09 1.56 PT 21.51 24 Bulk Jc K -factor for Cross main 2 = 61.9/(21.51)'.5 = 13.35 HOULIHN 01/20/97 9:51am Sheet LNW FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations HOULIHANS 16840 SOUTHCENTER PARKWAY Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note Bulk 1 C = 12 A 55.0 PT 48.82 23 CM 392.3.56.15(48.82)A.5 F 30.0 PE 0.00 23 392.3 6.07 1T T 85.0 0.00623 PF 0.53 4.36 A 85.0 PT 49.35 24 CM 93.8.13.35(49.35)A.5 F 35.0 PE 0.00 24 486.1 8.07 1T T 120.0 0.00230 PF 0.28 3.05 PT 49.62 25 Top of Rise Riser 1 C = 12 A 14.0 PT 49.62 25 Top of Rise F 44.0 PE 6.06 (EL= 14.00 ft 25 486.1 8.07 1E 1ALV T 58.0 0.00230 PF 0.13 3.05 1GV PT 55.82 26 site loo Under ground 1 C = 14 A 22.0 PT 55.82 26 site loo 750.0 gpm = Hose F 43.0 PE 1.30 (EL= 3.00 ft 26 1236.1 8.27 lUT4 lUE T 65.0 0.00865 PF 0.56 7.38 1GV PT 57.68 27 Supply Jc Available flow at 57.68 psi is 2282.0 gpm which is 1045.9 gpm from curve. Supply pressure available with 1236.1 gpm flowing is 118.95 psi, thus system requirement is 61.27 psi below supply curve. (51.50) HOULIHN 01/20/97 9:51am Sheet LNW FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations HOULIHANS 16840 SOUTHCENTER PARKWAY Node Detail Discharge Pressure Outlet (psi) K -Value Source Node (gpm) Elevation (ft) Comments 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 38.5 14.9 38.5 25.8 41.6 27.6 23.4 38.5 14.9 15.2 43.5 47.2 23.4 38.5 750.0 11.40 Orif=11.40 14.40 7.00 Orif= 5.62 14.40 15.36 K= 9.82 DR1 20.40 16.51 K= 6.34 DR2 20.40 17.90 K= 9.82 DR1 20.40 18.95 K= 6.34 DR2 20.40 13.62 K= 6.34 DR2 20.40 15.36 K= 9.82 DR1 20.40 18.13 20.40 5.53 K= 6.34 DR2 20.40 5.73 K= 6.34 DR2 20.40 19.56 K= 9.82 DR1 20.40 23.06 K= 9.82 DR1 20.40 13.62 K= 6.34 DR2 20.40 15.36 K= 9.82 DR1 20.40 18.13 20.40 33.45 20.40 6.07 20.40 19.43 20.40 45.64 17.00 46.57 17.00 21.42 17.00 48.82 17.00 49.35 17.00 49.62 17.00 55.82 Hose RI1 3.00 site loop 57.68 Supply 0.00 site loop HOULIHN 01/20/97 9:51am Sheet LNW FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations HOULIHANS 16840 SOUTHCENTER PARKWAY Pipe Detail Actual Total Elev Fric Fric Press Pres Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ En No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi 1 1.05 6.0 15.0 -6.00 38.5 0.4369 6.55 14.3 1 3 11.40 15.3 Fit= 9.0 1T 2E 2 1.05 6.0 15.0 -6.00 14.9 0.0752 1.13 5.5 2 4 7.00 16.5 Fit= 9.0 1T 2E 3 1.38 10.0 10.0 0.00 38.5 0.1150 1.15 8.3 3 4 15.36 16.5 4 1.61 10.0 10.0 0.00 64.3 0.1399 1.40 10.1 4 5 16.51 17.9 5 2.07 10.0 10.0 0.00 105.8 0.1043 1.04 10.1 5 6 17.90 18.9 6 2.07 7.0 17.0 0.00 133.4 0.1601 2.72 12.8 6 17 18.95 33.4 Fit= 10.0 1T 7 1.05 10.0 10.0 0.00 23.4 0.1738 1.74 8.7 7 8 13.62 15.3 8 1.38 10.0 10.0 0.00 61.9 0.2767 2.77 13.3 8 9 15.36 18.1 9 1.61 3.0 11.0 0.00 61.9 0.1306 1.44 9.8 9 12 18.13 19.5 Fit= 8.0 1T 10 1.38 10.0 10.0 0.00 14.9 0.0199 0.20 3.2 10 11 5.53 5.7 11 1.61 10.0 10.0 0.00 30.1 0.0343 0.34 4.7 11 18 5.73 6.0 12 1.61 10.0 10.0 0.00 105.4 0.3493 3.49 16.6 12 13 19.56 23.0 13 1.61 7.0 15.0 0.00 152.5 0.6928 10.39 24.0 13 17 23.06 33.4 Fit= 8.0 1T 14 1.05 10.0 10.0 0.00 23.4 0.1738 1.74 8.7 14 15 13.62 15.3 15 1.38 10.0 10.0 0.00 61.9 0.2767 2.77 13.3 15 16 15.36 18.1 16 1.61 2.0 10.0 0.00 61.9 0.1306 1.31 9.8 16 19 18.13 19.4 Fit= 8.0 1T 17 2.07 3.4 13.4 3.40 318.2 0.7999 10.72 30.4 17 20 33.45 45.6 Fit= 10.0 1T 18 2.07 3.4 13.4 3.40 30.1 0.0102 0.14 2.9 18 21 6.07 46.5 Fit= 10.0 1T 19 2.07 3.4 13.4 3.40 61.9 0.0387 0.52 5.9 19 22 19.43 21.4 Fit= 10.0 1T 20 4.03 10.0 30.0 0.00 318.2 0.0311 0.93 8.0 20 21 45.64 46.5 Fit= 20.0 1T 21 4.03 29.0 49.0 0.00 392.3 0.0458 2.25 9.9 21 23 46.57 48.8 Fit= 20.0 1T 22 4.03 39.0 59.0 0.00 61.9 0.0015 0.09 1.6 22 24 21.42 49.3 Fit= 20.0 1T 23 6.07 55.0 85.0 0.00 392.3 0.0062 0.53 4.4 23 24 48.82 49.3 Fit= 30.0 1T 24 8.07 85.0 120.0 0.00 486.1 0.0023 0.28 3.0 24 25 49.35 49.6 Fit= 35.0 1T HOULIHN 01/20/97 9:52am Sheet LNW FIRE SYSTEMS Sprinkler Systems Hydraulic Flow Calculations HOULIHANS 16840 SOUTHCENTER PARKWAY Pipe Detail Actual Total Elev Fric Fric Press Pres Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ En No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi 25 8.07 14.0 58.0 14.00 486.1 0.0023 0.13 3.0 25 26 49.62 55.8 Fit= 44.0 1E 1ALV 1GV 26 8.27 22.0 65.0 3.00 1236.1 0.0086 0.56 7.4 26 27 55.82 57.6 Fit= 43.0 1UT4 1UE 1GV FireMastee MASTER PROTECTION CORPORATION PERMIT NUMBER: 1 \ J CUSTOMER NAME: ADDRESS : (�� Z-10 SOU/1k '7C CITY : T1) L J() , ZIP CODE: TELEPHONE: 0-00 - r7c-7(?36) MANUFACTURER:____ SU( I'"" /Qo, / 0v . J FLOW POINTS : afv;PAI 1 �`— DUCT NOZZLE NUMBER: alJ PLENUM NOZZLE NUMBER: APPLIANCE NOZZLE NUMBER: DETECTION: REMOTE PULL: GAS VALVE: ELECTRIC: s-61-33 7 / Ss -4:1c) 7-,L t 0 02-30 X036. (7,--71/h.301-1_ c2 i7 Fl` f-e=/t4- k tVF NOZZLE DISTANCE: a 7 - 4/-2 /71-x/ PIPE SIZE: c2 0 C,o¢tl p& 0A! ELBOWS: TEES: UNION • 505 Puyallup Ave. Tacoma (206) 383-3804 Tacoma. WA 98421 Seattle (206) 292-8126 ru wILA FIRE DEPARTME117. Please call: 575.4407, and give this job and exact address for shute down or restoration approval via TUKWILA FIijEDEPARTMEtli Please call: and give thi No. and exact address for shut= down or restoration approval. b y PCCEPTLU al WITI.VJT COMMENTS. N fED IN RED t � SIP :R THE ATTACHED 7DRi The drawings affixed hereto i, b �n reviewed 171 a accepted by th'` •. i Tukwila Fira Dept. Additions, • s • ,s or revision: t, t'�•-' drawin._ s a: is date will ti i a �'�i eptan�• require a res-Aba ittal of revLe.1 ..igs. Final acc ..ft:nce is subject inspection representativ.. �. department DATE:.J.I.L��...BY: ..Id.......... CITY OF TUKWILk 575.4407 otk r ,.-.. Fire Master' MASTER PROTECTION CORPORATION 505 Puyallup Avenue • Tacoma, WA 98421 • (206) 383-3804 • FAX: F1362 it P \ \ Z• \ i l)ca — f^ Is 1 >J W 505 Puyallup Avenue • Tacoma, WA 98421 • (206) 383-3804 • FAX: F1362 1(9 � CFireMaster) MASTER PROTECTION CORPORATION �0 °,L . 6 f� L c s> RN G\ , L r^ - 505 Puyallup Avenue • Tacoma, WA 98421 • (206) 383-38044 • O FAX: (206) 383-3807 1 U1 CO W NJ F1362 6 rn (0(g6(0 Pe-G,_)(i) DEVICE 5204 ------- . q(v_F -25' TABLE 5.1 - I: CIJRLIEU T LOAD WORKSHEET # OF DEVICES (TIMES) CURRENT tEll (MAX. DEVICE ALLOWED) 1 5230 Remota Annunciator 4180 Status Display Modulo 5220 Direct Connoct Modulo 5205 Dialer 7181 Zone Converter SMOKE DETECTORS (Rotor to dovice manual for currant ratings.) ESL 445CT SOUNDING DEVICES (Soo Tabla 5.1-11. Refer to device manual for currant ratings.) (3 max.) 1 1 4 (Sae Soc. 13.2 for max. T. per loop.) -Ill.. Mutat X Standby: 12.0 mA X Active: 400 inA _iX ~mWStandby: 60 mA X Active:120 mA )( 20 mA = Active: 140 mA X 15 mA = J X Standby: 10 mA = Aclivo: 100 mA = X Standby 12V/24V: = 52/35 rnA ._.XActive 12V/24V: _ 90/65 mA vnr„wrf: hqP �W'T .%e.rtwrtsll'nn t+?,n ,nrw'r%ar • X Standby: 0.04 mA = X Activo: 15 mA = X Standby: inA = X Active: rnA = X Standby: mA = X Active: rnA TOTAL TOTAL STANDBY ACTIVE CURRENT (TROUBLE OR ALARM) CURRENT ;nA 1O mA mA ADDITIOIIAL DEVICES NOT L. STED ABOVE • )( Active: to X Activo:rnAH _� I X Active: Agaa.mATAM.._so, X Active: mA = ...x� m0. rnA X Standby: mA = )( Activo: ntA = X Standby: mA � = X Active: mA = X Standby: rnA = X Activo: mA = mA m TOTAL CURHEN r L1ATINUS OF ALL DEVICES IN SYSTEM STANDBY ___ rnA re,SrAIIIA ACTIVE 'NOTE: It only ono currant rating is listed, Uro thaw for that Jovico is the saint" whethor the systonr is in active or standby condition. Thi oxcoptlon is tho sounding dui/Ices which aro rated for alarm currant only. Standby currant for sounding dovicos is 0 n►A. Maximum current draw for bells - 1.5A F 11 Rovisod 11/93 841 Powell Ave SW Suite 101 Renton, WA 98055 (206) 624-3103 FAX: (206) 654-2189 FRCP FIRE ALARM CONTROL PANEL 0 SMOKE DETECTOR REMOTE TESTING STATION HVAC SMOKE DETECTOR (BY OTHERS) 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. Date: 7 °2'' By: TUKWILA FIRE uEPAit Please call: 575-44u/ and give this job / No. Cn '— F6 �c and exact address for shut- down or restoration approval. TWO LINES TO CENTRAL STATION CHECKED BY DATE: APPROVED BY: APPROVED BY DATE --177138 LA A B c D E 'U HOOK - COACH SCREW ROD 'C CLAMP TOP BEAM CLAMP EYE ROD - HANGER LEGEND 1. M N P R 'L- ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRNEN STUD WEDGE ANCHOR SPKR THRDS. 1/2' SPRINKLER ORIFICE SIZES AND TYPE 5/16' 3/r 7/16' 1/2 SPRAY SPRINKLER LEGEND UPRIGHT O PEND. TEE SIZE 1/2' SPRINKLERS UP AND DOWN SYMBOL TYPE MFG MODEL SPRINKLER HEADS SIZE. TEMP. FINISH CANOPY - QUANTITY MK DATE __ BY REVISIONS DESCRIPTION O R SscJ Ar Ill I SS' ISCA55 NIR 2- A OPEN'G UP SYMBOL OPEN'G DOWN O 5SU GEM A—S.R. 112 ISS° F3R.ASS N/A 0 ® Q ssP 4EM eta -Q .. 112: i SSD WI+ITE {�-C7 A O 0 1/2' r ® A 55Q CaEM Fia'io-Q.R. ISS° WRITE GDhlcEAt tt0 A ,f F G FLUSH SHELL CEILNG FLANGE T U 3/4' 17/32' SPRAY 3/4' 1' 1/2' APPROVALS REOUIRED DISTRIBUTION C3 r 1' 1' GIT'r or TU Kw1L P% J K SIDE BEAM BRACKET BOLT SHORT CUP w X 1/2' - 3/6' 7/16' 1/2' SDEWALL 1/2' 1/2' _ m 1/2' 2uJ14Ei`/ - A`1L341. t 41 r Y 1' 1/2' DRY TYPE O • r TEMP RATING Q 155- • 28866' 350' TOTAL THIS SHEET —]O TOTAL GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 - 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 6. JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING 1S THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. - - ACCEPTED Without Comments O AsNotedlnRed © 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 missions 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 I resubmittal of revised drawings for subsequent approval. RANGER TYPE H SIDEWINDER VAX. x.rs TENANT IMPROVEMENT Final acceptance is subject to field test and inspectiop bT 115 PROJECT- iS A TENANT IMPROVEMENT_ THIS FACILITY HAS The Tukwila Fire Prevention Bureayl ! ,t READY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. I RE SYSTEMS WEST IS ADDING. AND/OR RELOCATING SPRIt'JKLER - =ADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, 1 3HTING AND HVAC LAYOUT. ALL WORK WILL BE DONE ..,THQUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. Date: 6//o/ 07-- rte.".., By: TUKWILA FIRE DEPAiRTMEN1 Please call: 575-4407 and give this job No. O� 0-2-- and -2and exact address for shut= down or restoration approval. DESIGN CRITERIA AND NOTES �� hl�lrE12 Poc-e" 14 c$T I - QU I I E TS E GE1-1.TEgEo - IM _ C -EI L11J61 �G- - I N of C AcTSS G +-LAN 6 I NC1 ovT G -c I ?I N 64 S PILI I4 K-LEIZ To Co NcF-At-EL0 YYi?E. to rt-AcE4� SYM 0) OL LEGEND DENOTES "A SPRINKLER HEAD TO- BE - RELOCATED. - A - DENOTES A SPRINKLER HEAD TO BE ADDED. — -- — - — REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. CONTRACT NAME. JARED'5 :1EweL.,ErzY PARKvcJAY 551 A R ZNo1'('i44 1(08 40 soUTi4cE14 4 'L Pt�wY. TUKJILA 1 WA, vZ - CONTRACT WITH: R_P\ f3JI LIDES I045 iv- Ave -Lw,_ F -S 155AHr/AH WP-% `i90z1 E JF Ea JUN - b 2402 Fire Systems :West 219 Frontage Road North, Suite B Pacific, WA 98047- -- - - (253) 833 -1248 - fax (253) 735-0113 - - WA CL #FIRESWI 140B1 WA ECL #FIRESWI 055LW Q.C. FAB BY: - Q C. INSTALL BY: DESIGNER DATE JOB NO. SHEET - 44e.6 IZOAC.. 67/5/0z- 'Z.- Zs54:‘ OF I �c c VI c a pcDo • I Y - 1 • Z -= r III If ` ' d1, ' 1 jF 6mi Imer ® t.___T _ a s Ji'RAD4 I N &L..- LA A B c D E 'U HOOK - COACH SCREW ROD 'C CLAMP TOP BEAM CLAMP EYE ROD - HANGER LEGEND 1. M N P R 'L- ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRNEN STUD WEDGE ANCHOR SPKR THRDS. 1/2' SPRINKLER ORIFICE SIZES AND TYPE 5/16' 3/r 7/16' 1/2 SPRAY SPRINKLER LEGEND UPRIGHT O PEND. TEE SIZE 1/2' SPRINKLERS UP AND DOWN SYMBOL TYPE MFG MODEL SPRINKLER HEADS SIZE. TEMP. FINISH CANOPY - QUANTITY MK DATE __ BY REVISIONS DESCRIPTION O R SscJ Ar Ill I SS' ISCA55 NIR 2- A OPEN'G UP SYMBOL OPEN'G DOWN O 5SU GEM A—S.R. 112 ISS° F3R.ASS N/A 0 ® Q ssP 4EM eta -Q .. 112: i SSD WI+ITE {�-C7 A O 0 1/2' r ® A 55Q CaEM Fia'io-Q.R. ISS° WRITE GDhlcEAt tt0 A ,f F G FLUSH SHELL CEILNG FLANGE T U 3/4' 17/32' SPRAY 3/4' 1' 1/2' APPROVALS REOUIRED DISTRIBUTION C3 r 1' 1' GIT'r or TU Kw1L P% J K SIDE BEAM BRACKET BOLT SHORT CUP w X 1/2' - 3/6' 7/16' 1/2' SDEWALL 1/2' 1/2' _ m 1/2' 2uJ14Ei`/ - A`1L341. t 41 r Y 1' 1/2' DRY TYPE O • r TEMP RATING Q 155- • 28866' 350' TOTAL THIS SHEET —]O TOTAL GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 - 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 6. JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING 1S THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. - - ACCEPTED Without Comments O AsNotedlnRed © 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 missions 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 I resubmittal of revised drawings for subsequent approval. RANGER TYPE H SIDEWINDER VAX. x.rs TENANT IMPROVEMENT Final acceptance is subject to field test and inspectiop bT 115 PROJECT- iS A TENANT IMPROVEMENT_ THIS FACILITY HAS The Tukwila Fire Prevention Bureayl ! ,t READY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. I RE SYSTEMS WEST IS ADDING. AND/OR RELOCATING SPRIt'JKLER - =ADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, 1 3HTING AND HVAC LAYOUT. ALL WORK WILL BE DONE ..,THQUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. Date: 6//o/ 07-- rte.".., By: TUKWILA FIRE DEPAiRTMEN1 Please call: 575-4407 and give this job No. O� 0-2-- and -2and exact address for shut= down or restoration approval. DESIGN CRITERIA AND NOTES �� hl�lrE12 Poc-e" 14 c$T I - QU I I E TS E GE1-1.TEgEo - IM _ C -EI L11J61 �G- - I N of C AcTSS G +-LAN 6 I NC1 ovT G -c I ?I N 64 S PILI I4 K-LEIZ To Co NcF-At-EL0 YYi?E. to rt-AcE4� SYM 0) OL LEGEND DENOTES "A SPRINKLER HEAD TO- BE - RELOCATED. - A - DENOTES A SPRINKLER HEAD TO BE ADDED. — -- — - — REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. CONTRACT NAME. JARED'5 :1EweL.,ErzY PARKvcJAY 551 A R ZNo1'('i44 1(08 40 soUTi4cE14 4 'L Pt�wY. TUKJILA 1 WA, vZ - CONTRACT WITH: R_P\ f3JI LIDES I045 iv- Ave -Lw,_ F -S 155AHr/AH WP-% `i90z1 E JF Ea JUN - b 2402 Fire Systems :West 219 Frontage Road North, Suite B Pacific, WA 98047- -- - - (253) 833 -1248 - fax (253) 735-0113 - - WA CL #FIRESWI 140B1 WA ECL #FIRESWI 055LW Q.C. FAB BY: - Q C. INSTALL BY: DESIGNER DATE JOB NO. SHEET - 44e.6 IZOAC.. 67/5/0z- 'Z.- Zs54:‘ OF I �c c c c a pcDo Y - 1 LA A B c D E 'U HOOK - COACH SCREW ROD 'C CLAMP TOP BEAM CLAMP EYE ROD - HANGER LEGEND 1. M N P R 'L- ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRNEN STUD WEDGE ANCHOR SPKR THRDS. 1/2' SPRINKLER ORIFICE SIZES AND TYPE 5/16' 3/r 7/16' 1/2 SPRAY SPRINKLER LEGEND UPRIGHT O PEND. TEE SIZE 1/2' SPRINKLERS UP AND DOWN SYMBOL TYPE MFG MODEL SPRINKLER HEADS SIZE. TEMP. FINISH CANOPY - QUANTITY MK DATE __ BY REVISIONS DESCRIPTION O R SscJ Ar Ill I SS' ISCA55 NIR 2- A OPEN'G UP SYMBOL OPEN'G DOWN O 5SU GEM A—S.R. 112 ISS° F3R.ASS N/A 0 ® Q ssP 4EM eta -Q .. 112: i SSD WI+ITE {�-C7 A O 0 1/2' r ® A 55Q CaEM Fia'io-Q.R. ISS° WRITE GDhlcEAt tt0 A ,f F G FLUSH SHELL CEILNG FLANGE T U 3/4' 17/32' SPRAY 3/4' 1' 1/2' APPROVALS REOUIRED DISTRIBUTION C3 r 1' 1' GIT'r or TU Kw1L P% J K SIDE BEAM BRACKET BOLT SHORT CUP w X 1/2' - 3/6' 7/16' 1/2' SDEWALL 1/2' 1/2' _ m 1/2' 2uJ14Ei`/ - A`1L341. t 41 r Y 1' 1/2' DRY TYPE O • r TEMP RATING Q 155- • 28866' 350' TOTAL THIS SHEET —]O TOTAL GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 - 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 6. JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING 1S THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. - - ACCEPTED Without Comments O AsNotedlnRed © 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 missions 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 I resubmittal of revised drawings for subsequent approval. RANGER TYPE H SIDEWINDER VAX. x.rs TENANT IMPROVEMENT Final acceptance is subject to field test and inspectiop bT 115 PROJECT- iS A TENANT IMPROVEMENT_ THIS FACILITY HAS The Tukwila Fire Prevention Bureayl ! ,t READY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. I RE SYSTEMS WEST IS ADDING. AND/OR RELOCATING SPRIt'JKLER - =ADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, 1 3HTING AND HVAC LAYOUT. ALL WORK WILL BE DONE ..,THQUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. Date: 6//o/ 07-- rte.".., By: TUKWILA FIRE DEPAiRTMEN1 Please call: 575-4407 and give this job No. O� 0-2-- and -2and exact address for shut= down or restoration approval. DESIGN CRITERIA AND NOTES �� hl�lrE12 Poc-e" 14 c$T I - QU I I E TS E GE1-1.TEgEo - IM _ C -EI L11J61 �G- - I N of C AcTSS G +-LAN 6 I NC1 ovT G -c I ?I N 64 S PILI I4 K-LEIZ To Co NcF-At-EL0 YYi?E. to rt-AcE4� SYM 0) OL LEGEND DENOTES "A SPRINKLER HEAD TO- BE - RELOCATED. - A - DENOTES A SPRINKLER HEAD TO BE ADDED. — -- — - — REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. CONTRACT NAME. JARED'5 :1EweL.,ErzY PARKvcJAY 551 A R ZNo1'('i44 1(08 40 soUTi4cE14 4 'L Pt�wY. TUKJILA 1 WA, vZ - CONTRACT WITH: R_P\ f3JI LIDES I045 iv- Ave -Lw,_ F -S 155AHr/AH WP-% `i90z1 E JF Ea JUN - b 2402 Fire Systems :West 219 Frontage Road North, Suite B Pacific, WA 98047- -- - - (253) 833 -1248 - fax (253) 735-0113 - - WA CL #FIRESWI 140B1 WA ECL #FIRESWI 055LW Q.C. FAB BY: - Q C. INSTALL BY: DESIGNER DATE JOB NO. SHEET - 44e.6 IZOAC.. 67/5/0z- 'Z.- Zs54:‘ OF I Exter'io Be /St. ba �u\t 3 o`c.._otl ti 5==r-obe.c r, Horn / Strobe. Licks Fires1 r t.rD� I\€ i . Sgrt L..iockltt.g 1,5 n; • 4 s 1 1 5 ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions 3r revisions to these drawings after this late will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: to/ _/ /113Y: M'4 S) CITY OF TUKWILA 575.4407 TUKWILA FIRE DEPARTMF.Nt Please call: 575.4402 and give this job No. 56-P-a�8 and exact address for shut• down or restoration approval: dilt;t &Q -ca -L 10J ck24,Li 1 £°%e -fie- i--3-y-s OCT 18I J TOLERANCES (CACi1T AS NOT[DI REVISIONS NO GATE BY DECIMAL t_ FRACTIONAL 2 I r\rvAr-... Pm P ritt3 3 ANGULAR t 4 p8sAWN BSI- _ CNK 0 GCALE DATE MATERIAL 5 TRACED APP D DRAWING NO Y� -t/51p p - T 3c1 t 3 LiJ -----�--__- ,' T 1 1 Li__ Lisa 'Cleaner q'q it lb q,21I /pech Room r D sh, Ivo&nkni tit t N. 1 l 1"1 i Prig Area t • 1 Q C t_1 4 if - Dinnlhg Room Dr.3 Stora3 Coo1e.r Sta4T Are;a• (8' .•. Cooks areal tsiE 1 Free -Ler Cooler EJ -rt..4i 1I 7\ E 1.21 Rest. • fi dooms =t v 1 L1' " 9 r i OCT1 18 1 S TOLERANCES (EXCEPT AS NOTED! REVISIONS P40 GATE BY .4©x11 hams 1e5t.Qurnnt DECIMAL f FRACTIONAL 2 PMP S c u(4t Serum 3 QRIWI�BY SCALE MATERIAL ANGULAR - 4 B CHK DATE to/s 1141 TRACED APP D DRAWING NO - 1PTELED ISE POST 18A E 20 - 24 x 36 = fe 14 I c • • 1 A3.3 1) • 11-4 e_ P-4 • Q • 10'•-•0- -PT-7 • 44> RO O - 5 PLvc1 c}r r -1}t LtZ y75 N tt T L • 0-4 Ii —s Lir I✓ 1 - 1-1 crleY=7 1_) _ 1- L. I`1A 11-1 Cf ,A L1 t) r` r, .--N 1_1_, A i-.1 O A ►- i 1" '21 f� , f 2vb1 E.x 1 -.j1 -i Lk 7 1✓ t:T • 2F-'j-•I2� MU_'?— tJJ 1LTTI1.1G Pia ATL.. w I- 0 z J CC w z w SYSTEM TYPE I e":"T r�rL.j c HYDRAULIC DESIGN DENSITY - G.P.M. AREA 4 c=' —? SO. FT- HANGER LEGEND U -HOOK EYEROD & RING C C ROD & RiJG C CLAMP. R00 & RING CLG F1G M 1 POD & RING TWO WAY EO ?ACE FOUQ WAY EO BRACE d INCHES - STRUCTURE TO C PIP= 0165 -&212 TEMP RATING e 286 PIPE SIZING d SPACING CONFORM TO NFPA PAMPHLET NO 13 STANDARDS FOR HAZARD OCCUPANCY. ALL MATERIALS 6 EOUtPMENT TO BE NEW UNDERWRITERS APPROVE D OWNER TO PROVIDE ADEQUATE HEAT TO KEE PIPE FROM FREEZING WITHOUT COMMENTS. -SAS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, dcl_-'l )ns or revisions to these 'r_r,vi 7s afty; tills -date will void this acce;,tvw.e .-1 v=`til require a resubmittal of revised Tc.ainas. Final acceptance is subject to field - inspection by a' representative of this department DATE: 11,-, 4. BY CITY OF TUKWILA 57,5-f114 7 i' BILE - I%�2 ' %2 A - Ilse• 1/) V 42 I 1-=tc-‘ TL G I PA 1✓ ZtGi.� ls) = I i 4 yC f9 1 17 - e-„2 p ---- I LJ -.(62C21-1 62vr-1 C -Uv ( C"1"C� I !✓ t'� r ► iia 1-1 �T7 1 1 THE COMPLETE UNE,1To361 I -_ V-1 p! L tel"'+ cf-i "1-100) t_ --1A` —5 TUKWILA FIRE DEPARTMEIN1, Please call: 575-4407 and give this job Noa - - --1 r e , A (-1 s Lit) and exact address for shut. down or restoration approval; inc. o to CcTtthcato F1 S�,�L 4d Lewl 1 III cOO, -4 1 � -? `CD 5 c.\acts z) L) J J 0 c) 6 u7 cc w J Z Cr a rn o z J a 0 cc0 0 D z z 0 Z J 0 0 0 z_ 0 0 w 0 w 0 0 C WELDED OUTLET (VERTICAL) HORIZONTAL WELDED OUTLET WELDED SHAPE NIPPLE D PIECE MARK 0 w L. c) L tai Z oltiT -_ d . cr x W ux oci cc w- - r. < 0 00[70- • S iEz 0 0 >- z I I / -4/1 Vi*J• 1 --fir/ ,i,.../....L:.:,03 ` -4-7'---PAI: , L,: J ` r.1'1 .4c::,_ y ► �-;__1- I 1 ,r REMUS 4_, / ! • ... 1 1 f' i i /1. t '•: —t F I 1 , '. y ' ;I f —s Lir I✓ 1 - 1-1 crleY=7 1_) _ 1- L. I`1A 11-1 Cf ,A L1 t) r` r, .--N 1_1_, A i-.1 O A ►- i 1" '21 f� , f 2vb1 E.x 1 -.j1 -i Lk 7 1✓ t:T • 2F-'j-•I2� MU_'?— tJJ 1LTTI1.1G Pia ATL.. w I- 0 z J CC w z w SYSTEM TYPE I e":"T r�rL.j c HYDRAULIC DESIGN DENSITY - G.P.M. AREA 4 c=' —? SO. FT- HANGER LEGEND U -HOOK EYEROD & RING C C ROD & RiJG C CLAMP. R00 & RING CLG F1G M 1 POD & RING TWO WAY EO ?ACE FOUQ WAY EO BRACE d INCHES - STRUCTURE TO C PIP= 0165 -&212 TEMP RATING e 286 PIPE SIZING d SPACING CONFORM TO NFPA PAMPHLET NO 13 STANDARDS FOR HAZARD OCCUPANCY. ALL MATERIALS 6 EOUtPMENT TO BE NEW UNDERWRITERS APPROVE D OWNER TO PROVIDE ADEQUATE HEAT TO KEE PIPE FROM FREEZING WITHOUT COMMENTS. -SAS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, dcl_-'l )ns or revisions to these 'r_r,vi 7s afty; tills -date will void this acce;,tvw.e .-1 v=`til require a resubmittal of revised Tc.ainas. Final acceptance is subject to field - inspection by a' representative of this department DATE: 11,-, 4. BY CITY OF TUKWILA 57,5-f114 7 i' BILE - I%�2 ' %2 A - Ilse• 1/) V 42 I 1-=tc-‘ TL G I PA 1✓ ZtGi.� ls) = I i 4 yC f9 1 17 - e-„2 p ---- I LJ -.(62C21-1 62vr-1 C -Uv ( C"1"C� I !✓ t'� r ► iia 1-1 �T7 1 1 THE COMPLETE UNE,1To361 I -_ V-1 p! L tel"'+ cf-i "1-100) t_ --1A` —5 TUKWILA FIRE DEPARTMEIN1, Please call: 575-4407 and give this job Noa - - --1 r e , A (-1 s Lit) and exact address for shut. down or restoration approval; inc. o to CcTtthcato F1 S�,�L 4d Lewl 1 III cOO, -4 1 � -? `CD 5 c.\acts z) L) J J 0 c) 6 u7 cc w J Z Cr a rn o z J a 0 cc0 0 D z z 0 Z J 0 0 0 z_ 0 0 w 0 w 0 0 C WELDED OUTLET (VERTICAL) HORIZONTAL WELDED OUTLET WELDED SHAPE NIPPLE D PIECE MARK 0 w L. c) L tai Z oltiT -_ d . cr x W ux oci cc w- - r. < 0 00[70- • S iEz 0 0 >- z BRUNING 4 it`TEE AV )V \"z ,(4 Erb t`h" I4OSE VALVir t�ttPF�L E a carte /' • RACK DTAI L — A 7 s' BUILT UP ROOr-11t1G, OVER PLYW000 SI-EAT-HINC-1 FRAME© U14TO 44' TU i S AT4&'Oc /\/\,/\/\ /\/\ ¢ #,,�`f / v� 1.- = r 1_.� ' t ,D tr0 w , J t3 -o 1 I5 14 r 19'{1-7 c,;f23 w� k2�� • I L -' J 6.0 o r w ZcC. Y 1 d 2 L ei - %%j tir t x • � 4, tel U^ 1 , I r Z I- C IT ri ,. I osa t 0 1, 1�r ii I E D qi • 5::i to -p I ef-A i, EDT II - r; --, 7 4 - O-1 ‘_ t 414 -- -›t4----/--ivr- ratz... 1:,-_ _ /.2.4. ,‘‘,_,-4-.;___. _ _p#P-reso,0 \15.„,____1: v_ tt t - .Q -U 5,711 - 1*� O - iv i 1'11_ Z_ ? 1 *L . BOE) TYP :hoR r Gt,tP Cm- as4 t3L. c. MC0- NA,c.ED- Zx{o , o1 -t- (r40"o G') 2x4 x tlyz HEADER W TECO CLIPS 3i A 1}ANGE1Z FCP. B 'IJCH _ Lite; 5 ti-I?v r-btsT ChAN►v�C. 314" Tf & P;X vaOOO ' ON Zx --r.at.sTS ©Ie" o G. ON SHEET P0ZK .E.tLlNG - DIT A\ L a ON 3oeE, 150 aEr..,w) _ tr T 15O 6r DEM) L.2aN CLU OcT R1OR CPY 5LA4 Cwt GiRADS aUILDIN:Ct SECTION Ilya, L. APRIVED The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Dept , Bureau of Fire Prevention Additions or revisions to these drawings after this date shall not be construed as being approved or viewyd ILA -• --- CITY OF TUK BUREAU OF FIRE PREVENTION k ci t- s 041 e&MU --_a _sEcuP.E. TRAFE7_E WAMC,ER - TO 1 RUSS W J l -l.-T` - Ute RI ZR t -TAIL 0 232- Cl Bo• D t, -,'-,04C 50u -1- 42 e 15 0 I •%- t, t, S-0_.^Tair f 1.3 Q 1I-0 r �. ta Vr- 04 IC 0 sou 10 15-0 r34- • z,,,,______Iert, .'1_-______ )6,4:7,..tAs--",_-- -:.:--- :. 1--_,y,..,,.."47 '.fig---ia , in k -i- -: 's-4,----/-'-s-•-7)--e?0',;- -i.s. .. .- i3. 1 •_,;7: ,/,/, I. , ...+. #k ,`..t,v7r--11- - k' 10-0 lt7 3-31f: 0-0 / 7 504; Skt cr WI) • OFFICE _ A. 10-0 Pot- - 6-4 v2) ROOF 4- LAM F-QU 41/4 1-0 10 0 mt 10-0 11 0 47, Z. NeD -0 / 8 4110 Pi 1-0 44 4-o 10-0 ' x'I& FIAT BAR CRILL.M (Z ) PLACES =i - - - HANGERS A U HOOK COACH SCREW ROD TOP BEAM CLAMP EYE ROD FLUSH SHELL CEI NG FLANGE SIDE BEAM BRKT SHORT CLIP pit TOGGLE NUT MACH THD ROD _ POWDER DR STUD WEDGE ANCHOR TWO v#AY EAR:rtiouAKE BRACE CHES STRyfiURE To PIPE TYPE SPRAY V2 SPRAY SIDE WALL 1/2 4 • 142 DRY TEMP RATING 0 0 0 1/2 SYMSOk DEVICE QUAN TE MP 1" PLU LI 1-IANICER. OE -TAIL. WA ST CONTR REQ. NO, TOTAL Approvals Required CITY OF -TO wtv.-A OR TO FABRICATE - CYS SEKITRY SYSTEM HAZARD wET GENERAL NOTES PIPE SIZING SPACING CONFORM TO NFPA PANP144_T #40 13 STAND ARDS FOR ACA's'''. HAZARD OCCUPANCY ALL MATERIALS & EQUIPMENT TO SE NEW & UNDERWRITERS APPROVED TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY #1-11) 4 EARTHQUAKE BRACING SMALLS( PROVIDED IN ACCORDANCE WITH CONTRACT WITH a602,0 t,1E, revi rev Ltyj c.elsoth SENTRY AUTOMATIC SPRINKLER CO q 312A Engineer Date Shee ob No COP LI ar OF •