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HomeMy WebLinkAboutPP - 17750 SOUTHCENTER PKWY - MACYS FURNITURE GALLERY - PERMITS AND PLANS17750 SOUTHCENTER PKWY ASSOCIATED PERMITS 99-F-248 00-F-308 99-S-426 00-S-266 99-S-005 99-S-060 99-F-011 93-S-288 93-S-206 877-009 • ti WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX (206) 728-2864 July 31, 2000 PLAN SHEETS 1 of 1 SUBJECT The Bon Marche Furniture Gallery 17750 Southcenter Pkwy. Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk: 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. Upsize 3 -inch crossmain to 3'/2 -inch where noted with red pencil mark to meet NFPA 13 ordinary pipe schedule. Provide hanger between each sprinkler head and intermediate hangers between all branch lines. 3. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, and to roof skylights. . • �JI, It Os• ctad{t,ons pU,nce aP � rinthed ‘esins �tve' ce4tance'tvetl to tbe �. Psits 1eate tetu eaadenape' o t 5dpo ^ d�) , `Zi3 •, . 7,0 ',3 WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 98121-2190 September 2, 1993 PLAN SHEET 1 of 1 SUBJECT Silo 17550 Southcenter Parkway Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. 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 water motor 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 degrees F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Pipe sizes should be increased to reduce velocities in piping. Maximum velocities in calculations should not exceed 20 feet per second for overhead sprinkler piping and 16 feet per second in underground supply mains. 2. Provide hangers for all armovers which exceed 24 inches in length. Provide complete hanger details. 3. Replace any 165°F sprinkler with 212°F sprinklers in blind roof spaces. 4. Sprinklers shall not be located any closer than 4 inches from any walls. .CCE PT ED BATTERY CALCULATION FOR UNIMODE CONTROL PANEL Supv. Alarm Supv. Alarm Part Name or Curr. Curr. Curr. Curr. Description gra Each Each Total Total Unimode 200 1 0.0800 0.1680 0.0800 0.1680 M300 10 0.0002 0.0002 0.0020 0.0020 C304 1 0.0002 0.0002 0.0002 0.0002 Annunciator 1 0.0400 0.0560 0.0400 0.0560 Smoke Detector 1 0.0001 0.0001 0.0001 0.0001 Duct Detector W/LED 2 0.0070 0.0070 0.0140 0.0140 Manual Pull Station 7 0.0000 0.0000 0.0000 0.0000 Totals: 23 0.1363 0.2403 Req. #Hrs Standby?: 24 Tot Alrm Min in Alm?: 5 Min Amp Hr Batt Req= (30% Batt Age Fac Inc) (130% Total Load) 3.30 BATTERY CALCULATION FOR HORN/STROBE POWER SUPPLY Supv. Alarm Supv. Alarm Part Name or Curr. Curr. Curr. Curr. Description ga Each Each Total Total Strobe 4 0.0000 0.1000 0.0000 0.4000 Horn/Strobe Wall 13 0.0000 0.1020 0.0000 1.3260 Horn/Strobe Ceiling 18 0.0000 0.1770 0.0000 3.1860 Outdoor Strobe 1 0.0000 0.0880 0.0000 0.0880 Outdoor Bell 1 0.0000 0.0300 0.0000 0.0300 Totals: 37 0.0000 5.0300 Req. #Hrs Standby?: Tot Alrm Min in Alrm?: 24 60 5 5 Min Amp Hr Batt Req= 0.54 0.54 (30% Batt Age Fac Inc) (130% Total Load) two Fire & Security ADT ADT Security Services, Inc. 841 Powell Avenue SW Suite 101 Renton, WA 98055 Tele: 206 624 3 103 Fax: 206 654 2 189 LIST OF MATERIALS SUPPLIED TO: The Bon Marche Furniture Gallery 17750 South Center Parkway Tukwila, WA 98188 FOR FIRE ALARM MONITORING BY: ADT SECURITY SYSTEMS CONTACT: John Ford TELEPHONE: 206-389-6910 REGISTRATION NUMBER: ADTSES I032O5 DATE: 08/25/00 QUANTITY MODEL DESCRIPTION 1 ADT-BG-10LX ADT Addressable Manual Pull 10 7407 Wheelock AS2475WFR Wall Mount Audible Strobe 1 6374 Wheelock DSM12/24R Dual Circuit Sync Control Module 1 SD300 Addressable Photoelectric Smoke Detector NOTE: This system is an addition to an existing system due to remodel of building and addition to building. LIST OF MATERIALS SUPPLIED TO: THE BON MARCHE FURNITURE GALLERY 17750 SOUTHCENTER PARKWAY TUKWILA, WA 98188 FIRE DISTRICT. TUKWILA FOR:FIRE ALARM AND MONITORING BY: ADT SECURITY SYSTEMS CONTACT: JOHN FORD 389-6910 REGISTRATION NUMBER: ADTSES103205 DATE: 7-30-99 QUANITY MODEL DESCRIPTION ADT Security Services, Inc. 841 Powell Avenue SW, Suite 101 Renton, WA 98055 Telephone 206 624 3103 Fax 206 654 2189 1 UNIMODE 200 CONTROL PANEL 10 M300 ADDRESSABLE MONITOR MODULE 1 C304 CONTROL MODULE 1 FCPS-24F HORN/STROBE POWER SUPPLY 1 ADT-LCD40 ANNUNCIATOR 1 SD300 SMOKE DETECTOR 2 DH400ACDC DUCT SMOKE DET. W/LED 7 BG -10 MANUAL PULL STATION 18 AS -2475W -FR HORN/STROBE W/CEILING MOUNT 13 AS -241575W -FR HORN/STROBE W/WALL MOUNT 4 RS-241575-VFR STROBE 1 WM3T-24-VFR OUTDOOR STROBE 1 MB -G10 -24-R OUTDOOR BELL 4 PS -1270 BATTERY NOTE:ADT IS CONNECTING THE UNIMODE 200 TO AN EXISTING FOCUS 200 COMMUNICATOR FOR TRANSMITTING SIGNALS. ALSO CONNECTING TO SPRINKLER SWITCHES THAT ARE INSTALLED BY OTHERS FOR MONITORING BY ADT. A two INTERNATIONAL LTD. COMPANY Battery Calculation Worksheet tliJCI2 Fire & r (all currents stated in mA) Security 8/23/00 PROJECT: BON MARCHE FURNITURE GALLERY Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices Per Device Per Device Standby mA Alarm mA System Devices ADT Unimode 200 Main Circuit Board 1 8 168 8 168 ADT -LCD -40 1 100 100 100 100 RTM-8F 8 Form C Relays 1 0.09 146 0.09 146 UNI -COM Digital Communicator 0 40 75 0 0 0 0 M302 Addressable Monitor Module 0 0 0 Total System Current 0 C304 Addressable Control Module 1 108.09 414 Smoke Detectors / Auxiliary Devices SD300 Addressable PE Smoke Detector 2 0.0015 0.01 0.003 0.02 BG-10LX Addressable Manual Station • 8 0.002 0.01 0.016 0.08 M300 Addressable Monitor Module 10 0.002 0.01 0.02 0.1 M301 Miniature Addressable Monitor Module 0 0.002 0.01 0 0 M302 Addressable Monitor Module 0 0.07 0.01 0 0 C304 Addressable Control Module 1 0.002 0.01 0.002 0.01 WM3T24FR 0 0 88 0 0 Device Totals 21 0.041 0.21 Notification Appliances (list all) AS241575wfr 7 0 87 N/A 609 AS2475WFR 10 0 164 N/A 1640 AS24110WFR 0 0 202 N/A 0 DSM -12/24-R Syn Control Module 2 0 38 N/A 76 2.02 0 0 8.74 N/A 0 MBG1024R 1 0 41 N/A 41 WM3T24FR 1 0 88 N/A 88 Notification Appliance Totals 21 N/A 2454 Summary Section Standby Hrs. Required 60 Alarm Sounding Minutes 5 Total System Standby mA 108.131 Total System Alarm mA 2868.21 Total System Standby A/H 6.49 Total System Alarm A/H 0.24 Min. A/H Battery 6.73 ADD 30% FOR BATTERY DEPLETION 2.02 Required NH Battery I 8.74 A/H BATTERY PROVIDED FOR SYSTEM 1 14 I Vico / Fire & , Security PROJECT: Battery Calculation Worksheet (all currents stated in mA) 8/23/00 Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices _ Per Device Per Device Standby mA Alarm mA System Devices FCPS-24F 6 AMP Fire Alarm Power suply. 1 75 19 75 0 N/A 0 0 6 0 0 N/A 0 0 3 0 0 N/A 0 0 4 0 0 N/A 0 0 2 0 0 Total System Current 0 0 0 75 0 Smoke Detectors / Auxiliary Devices AS2475CFW Audible Strobe 19 0 238 N/A 0 0 6 0 87 N/A 0 0 3 0 193 N/A -0 0 4 0 65 N/A 0 0 2 0 38 N/A 0 0 0 0 30 N/A 0 0 0 0 88 N/A 0 0 Device Totals 0 N/A 0 0 Notification Appliances (list all) AS2475CFW Audible Strobe 19 0 238 N/A 4522 AS241575WFR Audible Strobe 6 0 87 N/A 522 AS24110WFR Audible Strobe 3 N/A 193 N/A 579 RSS241575WFR Strobe 4 N/A 65 N/A 260 DSM -12/24 Sync Control Module 2 0 38 N/A 76 MBG1024R 0 0 30 N/A 0 WM3T24FR 0 0 88 N/A 0 Notification Appliance Totals 34 N/A 5959 Summary Section Standby Hrs. Required 60 Alarm Sounding Minutes 5 Total System Standby mA 75 Total System Alarm mA 5959 Total System Standby NH 4.50 Total System Alarm NH 0.50 Min. NH Battery 5.00 ADD 30% FOR BATTERY DEPLETION 1.50 Required A/H Battery ' 6.50 I NH BATTERY PROVIDED FOR SYSTEM I 7 I DO NOT EXCEED TOTAL CURRENT DRAW OF S000mA BATTERY CALCULATION Supv. Alarm Supv, Alarm Part Name or Curr. Curr. Curr„ Curr. Description (TY Each Each Totals Total Duct Detectors 4 0.0350 0.0350 0.1400 0.1400 Remote LED 4 0.0070 0.0070 0.0280 0.0280 Totals: 8 0.1680 0.1680 Req. #Hrs Standby?: 24 Tot Alrm Min in Alrm?: 5 Min Amp Hr Batt Req= 4.05 (30% Batt Age Fac Inc) (130% Total Load) • 3 HYDRAULIC CALCULATIONS for 5/ 0 -- 'rcI riA)J Sour CEAJ7 Z CONTRACT NO. DATE '5 G DESIGN DATA: OCCUPANCY CLASSIFICATION 072 7 DENSITY . I'1 GPM/SQ. FT. AREA OF APPLICATION 7)000 SQ. FT. COVERAGE PER SPRINKLER )2 0 SQ. FT. SPECIAL SPRINKLERS Cc,. r2AII0�z I4 S .6 K NO. OF SPRINKLERS CALCULATED Z5 12c� c o cAr:c ci ) IN -RACK DEMAND HOSE STREAMS (oS O 1 NSrPC TOTAL WATER REQUIRED 4 $ S INCLUDING HOSE STREAMS GPM NAME OF CONTRACTOR Dc/n10ce--P For ?i?orec77cN, rt JC - NAME OF DESIGNER 17AU1P j_ I" 1 Flu S ADDRESS --o. PO% /543 GJEX71+��Urae� coi4 `f8O7Z AUTHORITY HAVING JURISDICTION er-e4‹.4Lf3 F'k'e /:PT SPRINKLER SYSTEM INPUT DATA File Name: DMSILO JOB TITLE: TUKWILA SILO REMODEL FOR NEW SOURCE NODES Node Tag Elevation (ft) SRC 0.0 Node Tag Elevation (ft) SRC 0.0 1 12.0 2 12.0 3 12.0 4 12.0 5 12.0 6 12.0 7 12.0 8 12.0 9 12.0 10 12.0 11 12.0 12 12.0 13 12.0 14 12.0 15 12.0 16 12.0 17 12.0 18 12.0 19 12.0 20 12.0 21 12.0 22 12.0 23 12.0 24 12.0 25 12.0 26 12.0 27 12.0 28 12.0 29 12.0 30 12.0 50 21.0 51 21.0 52 21.0 53 21.0 54 21.0 55 21.0 TOR 21.0 Static Pressure (Psi) 147.0 K SOURCE 5.60 5.60 5.60 6.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 5.60 0.00 O .00 0.00 O .00 O .00 O .00 O .00 Residual Pressure (Psi) 108.0 NODE DATA Date: Sep 01, 1993 PENDENTS IN PHASE ONE Residual Flow (9Pm ) 1463 Node Tag BOR 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 Hose Stream Allowance (9Pm) 650 Elevation K (ft) 0 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 .0 . 0 .0 .0 . 0 . 0 .0 .0 .0 .0 .0 .0 . 0 .0 .0 . 0 .0 .0 . 0 .0 .0 .0 .0 .0 .0 .0 .0 . 0 .0 .0 . 0 .0 .0 .0 .0 .0 .0 O .00 O .00 O .00 O .00 O .00 O .00 O .00 0.00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 O .00 0.00 O .00 O .00 O .00 PIPE DATA PIPE TABLE USED: STANDARD.PIP Pipe Tag End Node Tags Length Fittings Dian). H -W Coef. (ft') (ft) (in) 1 1 61 9.00 E 1.104 ( 1.000) 100 2 2 62 9.00 T 1.104 ( 1.000) 100 3 3 63 9.00 T 1.104 ( 1.000) 100 4 4 64 9.00 T 1.104 ( 1.000) 100 5 5 65 9.00 E 1.104 ( 1.000) 100 6 6 66 9.00 T 1.104 ( 1.000) 100 7 7 67 9.00 T 1.104 ( 1.000) 100 8 8 68 9.00 E 1.104 ( 1.000) 100 9 9 69 9.00 T 1.104 ( 1.000) 100 10 10 70 9.00 T 1.104 ( 1.000) 100 11 11 71 9.00 T 1.104 ( 1.000) 100 12 12 72 9.00 T 1.104 ( 1.000) 100 13 13 73 9.00 E 1.104 ( 1.000) 100 14 14 74 9.00 T 1.104 ( 1.000) 100 15 15 75 9.00 T 1.104 ( 1.000) 100 16 16 76 9.00 T 1.104 ( 1.000) 100 17 17 77 9.00 T 1.104 ( 1.000) 100 18 18 78 9.00 E 1.104 ( 1.000) 100 19 19 79 9.00 E 1.104 ( 1.000) 100 20 20 80 9.00 T 1.104 ( 1.000) 100 21 21 81 9.00 T 1.104 ( 1.000) 100 22 22 82 9.00 T 1.104 ( 1.000) 100 23 23 83 9.00 T 1.104 ( 1.000) 100 24 24 84 9.00 E 1.104 ( 1.000) 100 25 25 85 9.00 E 1.104 ( 1.000) 100 26 26 86 9.00 T 1.104 ( 1.000) 100 27 27 87 9.00 T 1.104 ( 1.000) 100 28 28 88 9.00 T 1.104 ( 1.000) 100 29 29 89 9.00 T 1.104 ( 1.000) 100 30 30 90 9.00 E 1.104 ( 1.000) 100 31 61 62 11.50 0.0 1.104 ( 1.000) 100 32 62 63 8.00 0.0 1.104 ( 1.000) 100 33 63 64 12.00 0.0 1.452 ( 1.250) 100 34 64 95 2.00 E 1.687 ( 1.500) 100 35 95 50 4.00 T 2.154 ( 2.000) 100 36 65 96 9.00 T 1.104 ( 1.000) 100 37 96 95 4.00 T 1.452 ( 1.250) 100 38 66 96 3.00 T 1.104 ( 1.000) 100 39 50 51 10.00 0.0 6.065 (A6.000) 100 40 68 69 11.00 0.0 1.104 ( 1.000) 100 41 69 70 6.00 0.0 1.452 ( 1.250) 100 42 70 71 11.00 0.0 1.452 ( 1.250) 100 43 71 94 3.00 T 1.687 ( 1.500) 100 44 67 68 11.00 0.0 1.104 ( 1.000) 100 45 94 51 2.00 T 2.154 ( 2.000) 100 46 72 94 6.00 2E 1.104 ( 1.000) 100 47 73 74 11.50 0.0 1.104 ( 1.000) 100 48 74 75 11.33 0.0 1.104 ( 1.000) 100 49 75 76 11.33 0.0 1.452 ( 1.250) 100 50 76 93 11.00 0.0 1.452 ( 1.250) 100 51 77 93 1.00 2E 1.452 ( 1.250) 100 52 93 52 1.00 T 2.154 ( 2,000) 100 53 51 52 10.00 0.0 6.065 (A6.000) 100 54 78 77 11.33 0.0 1.104 ( 1 ,.000) 100 55 52 53 8.00 0.0 6.065 (A6 ., 000) 100 PIPE DATA Pipe Tag End Node Tags Length Fittings Diam. H -W Coef. (ft') (ft) (in) 56 79 80 11.50 0.0 1.104 ( 1.000) 100 57 80 81 11.50 0.0 1.104 ( 1.000) 100 58 81 82 11.00 0.0 1.452 ( 1.250) 100 59 82 92 11.00 0.0 1.452 ( 1.250) 100 60 92 53 1.00 T 2.154 ( 2.000) 100 61 83 92 4.00 2E 1.452 ( 1.250) 100 62 84 83 11.00 0.0 1.104 ( 1.000) 100 63 53 54 10.00 0.0 6.065 (A6.000) 100 64 85 86 11.50 0.0 1.104 ( 1.000) 100 65 86 87 11.50 0.0 1.104 ( 1.000) 100 66 87 88 11.50 0.0 1.452 ( 1.250) 100 67 88 91 10.00 0.0 1.687 ( 1.500) 100 68 91 54 1.00 T 2.154 ( 2.000) 100 69 89 91 4.00 2E 1.452 ( 1.250) 100 70 90 89 11.00 0.0 1.104 ( 1.000) 100 71 54 55 24.00 E 6.065 (A6.000) 100 72 55 TOR 24.00 E 8.071 (A8.000) 100 73 TOR BOR 21.00 CGD 8.071 (A8.000) 100 74 BOR SRC 300.00 2E2T 8.390 (D8.000) 140 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 09/01/93 DMSILO JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE • WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 147.0 108.0 1463.0 108.2 1459.1 48.3 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 1459.1 GPM 650.0 GPM 0.0 GPM 809.1 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 0.0 SOURCE 48.3 809 ,.1 1 12.0 K= 5.60 18.0 23 , 8 2 12.0 K= 5.60 19.7 24„8 3 12.0 K= 5.60 24.9 28.0 4 12.0 K= 6.60 28.5 35.2 5 12.0 K= 5.60 26.9 29„1 6 12.0 K= 5.60 27.9 29.,6 7 12.0 K= 5.60 13.3 20 ..4 8 12.0 K= 5.60 15.0 21.7 9 12.0 K= 5.60 20.2 25,2 10 12.0 K= 5.60 22.1 26.3 11 12.0 K= 5.60 28.5 29.9 12 12.0 K= 5.60 30.0 30.7 13 12.0 K= 5.60 14.5 21.3 14 12.0 K= 5.60 15.8 22.3 15 12.0 K= 5.60 21.9 26.2 16 12.0 K= 5.60 25.7 28.4 17 12.0 K= 5.60 31.3 31.3 18 12.0 K= 5.60 28.8 30.1 19 12.0 K= 5.60 14.6 21.4 20 12.0 K= 5.60 15.9 22.3 21 12.0 K= 5.60 22.1 26.3 22 12.0 K= 5.60 25.8 28.4 23 12.0 K= 5.60 30.6 31.0 24 12.0 K= 5.60 28.3 29.8 25 12.0 K= 5.60 16.6 22.8 26 12.0 K= 5.60 18.1 23.8 27 12.0 K= 5.60 25.0 28.0 28 12.0 K= 5.60 29.4 30.4 29 12.0 K= 5.60 30.7 31.0 30 12.0 K= 5.60 28.3 29.8 50 21.0 35.0 51 21.0 35.1 52 21.0 35.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 09/01/93 ` JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 53 21.0 - - - - 35.2 54 21.0 - - - - 35.4 55 21.0 - - - - 36.6 TOR 21.0 - - - - 36.9 BOR 0.0 - - - - 46.6 61 21.0 - - - - 16.2 62 21.0 - - - - 18.4 63 21.0 - - - - 24.3 64 21.0 - - - - 29.7 65 21.0 - - - - 26.0 66 21.0 - - - - 27.6 67 21.0 - - - - 11.2 68 21.0 - - - - 12.8 69 21.0 - - - - 19.0 70 21.0 - - - - 21.2 71 21.0 - - - - 28.3 72 21.0 - - - - 30.1 73 21.0 - - - - 12.3 74 21.0 - - - - 14.1 75 21.0 - - - - 20.9 76 21.0 - - - - 25.2 77 21.0 - - - - 31.5 78 21.0 - - - - 28.0 79 21.0 - - - - 12.3 80 21.0 - - - - 14.2 81 21.0 - - - - 21.1 82 21.0 - - - - 25.3 83 21.0 - - - - 30.7 84 21.0 - - - - 27.5 85 21.0 - - - - 14.5 86 21.0 - - - - 16.6 87 21.0 - - - - 24.4 88 21.0 - - - - 29.3 89 21.0 - - - - 30.8 90 21.0 - - - - 27.5 91 21.0 - - - - 33.2 92 21.0 - - - - 33.2 93 21.0 - - - - 33.0 94 21.0 - - - - 32.9 95 21.0 - - - - 31.8 96 21.0 - - - - 29.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 09/01/93 JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE 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) F.L./FT (PSI ) Pipe: 1 -23.8 1.104 PL 9.00 PF 2.0 1 12.0 5.6 18.0 23.8 8.0 100 FTG E PE 3.9 61 21.0 0.0 16.2 0.0 0.196 TL 10.43 PV 0.4 Pipe: 2 -24.8 1.104 PL 9.00 PF 2.7 2 12.0 5.6 19.7 24.8 8.3 100 FTG T PE 3.9 62 21.0 0.0 18.4 0.0 0.212 TL 12.57 PV 0.5 Pipe: 3 -28.0 1.104 PL 9.00 PF 3.3 3 12.0 5.6 24.9 28.0 9.4 100 FTG T PE 3.9 63 21.0 0.0 24.3 0.0 0.264 TL 12.57 PV 0.6 Pipe: 4 -35.2 1.104 PL 9.00 PF 5.1 4 12.0 6.6 28.5 35.2 11.8 100 FTG T PE 3.9 64 21.0 0.0 29.7 0.0 0.405 TL 12.57 PV 0.9 Pipe: 5 -29.1 1.104 PL 9.00 PF 3.0 5 12.0 5.6 26.9 29.1 9.7 100 FTG E PE 3.9 65 21.0 0.0 26.0 0.0 0.284 TL 10.43 PV 0.6 Pipe: 6 -29.6 1.104 PL 9.00 PF 3.7 6 12.0 5.6 27.9 29.6 9.9 100 FTG T PE 3.9 66 21.0 0.0 27.6 0.0 0.293 TL 12.57 PV 0.7 Pipe: 7 -20.4 1.104 PL 9.00 PF 1.9 7 12.0 5.6 13.3 20.4 6.8 100 FTG T PE 3.9 67 21.0 0.0 11.2 0.0 0.147 TL 12.57 PV 0.3 Pipe: 8 -21.7 1.104 PL 9.00 PF 1.7 8 12.0 5.6 15.0 21.7 7.3 100 FTG E PE 3.9 68 21.0 0.0 12.8 0.0 0.165 TL 10.43 PV 0.4 Pipe: 9 -25.2 1.104 PL 9.00 PF 2.7 9 12.0 5.6 20.2 25.2 8.4 100 FTG T PE 3.9 69 21.0 0.0 19.0 0.0 0.218 TL 12.57 PV 0.5 Pipe: 10 -26.3 1.104 PL 9.00 PF 3.0 10 12.0 5.6 22.1 26.3 8.8 100 FTG T PE 3.9 70 21.0 0.0 21.2 0.0 0.236 TL 12.57 PV 0.5 Pipe: 11 -29.9 1.104 PL 9.00 PF 3.8 11 12.0 5.6 28.5 29.9 10.0 100 FTG T PE 3.9 71 21.0 0.0 28.3 0.0 0.299 TL 12.57 PV 0.7 Pipe: 12 -30.7 1.104 PL 9.00 PF 3.9 12 12.0 5.6 30.0 30.7 10.3 100 FTG T PE 3.9 72 21.0 0.0 30.1 0.0 0.314 TL 12.57 PV 0.7 Pipe: 13 -21.3 1.104 PL 9.00 PF 1.7 13 12.0 5.6 14.5 21.3 7.1 100 FTG E PE 3.9 73 21.0 0.0 12.3 0.0 0.160 TL 10.43 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 09/01/93 JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI ) Pipe: 14 -22.3 1.104 PL 9.00 PF 2.2 14 12.0 5.6 15.8 22.3 7.5 100 FTG T PE 3.9 74 21.0 0.0 14.1 0.0 0.174 TL 12.57 PV 0.4 Pipe: 15 -26.2 1.104 PL 9.00 PF 2.9 15 12.0 5.6 21.9 26.2 8.8 100 FTG T PE 3.9 75 21.0 0.0 20.9 0.0 0.234 TL 12.57 PV 0.5 Pipe: 16 -28.4 1.104 PL 9.00 PF 3.4 16 12.0 5.6 25.7 28.4 9.5 100 FTG T PE 3.9 76 21.0 0.0 25.2 0.0 0.272 TL 12.57 PV 0.6 Pipe: 17 -31.3 1.104 PL 9.00 PF 4.1 17 12.0 5.6 31.3 31.3 10.5 100 FTG T PE 3.9 77 21.0 0.0 31.5 0.0 0.326 TL 12.57 PV 0.7 Pipe: 18 -30.1 1.104 PL 9.00 PF 3.1 18 12.0 5.6 28.8 30.1 10.1 100 FTG E PE 3.9 78 21.0 0.0 28.0 0.0 0.302 TL 10.43 PV 0.7 Pipe: 19 -21.4 1.104 PL 9.00 PF 1.7 19 12.0 5.6 14.6 21.4 7.2 100 FTG E PE 3.9 79 21.0 0.0 12.3 0.0 0.161 TL 10.43 PV 0.3 Pipe: 20 -22.3 1.104 PL 9.00 PF 2.2 20 12.0 5.6 15.9 22.3 7.5 100 FTG T PE 3.9 80 21.0 0.0 14.2 0.0 0.174 TL 12.57 PV 0.4 Pipe: 21 -26.3 1.104 PL 9.00 PF 3.0 21 12.0 5.6 22.1 26.3 8.8 100 FTG T PE 3.9 81 21.0 0.0 21.1 0.0 0.236 TL 12.57 PV 0.5 Pipe: 22 -28.4 1.104 PL 9.00 PF 3.4 22 12.0 5.6 25.8 28.4 9.5 100 FTG T PE 3.9 82 21.0 0.0 25.3 0.0 0.272 TL 12.57 PV 0.6 Pipe: 23 -31.0 1.104 PL 9.00 PF 4.0 23 12.0 5.6 30.6 31.0 10.4 100 FTG T PE 3.9 83 21.0 0.0 30.7 0.0 0.320 TL 12.57 PV 0.7 Pipe: 24 -29.8 1.104 PL 9.00 PF 3.1 24 12.0 5.6 28.3 29.8 10.0 100 FTG E PE 3.9 84 21.0 0.0 27.5 0.0 0.297 TL 10.43 PV 0.7 Pipe: 25 -22.8 1.104 PL 9.00 PF 1.9 25 12.0 5.6 16.6 22.8 .7.6 100 FTG E PE 3.9 85 21.0 0.0 14.5 0..0 0.181 TL 10.43 PV 0.4 Pipe: 26 -23.8 1.104 PL 9.00 PF 2.5 26 12.0 5.6 18.1 23.8 8.0 100 FTG T PE 3.9 86 21.0 0.0 16.6 0.0 0.196 TL 12.57 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 09/01/93 ' JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI ) Pipe: 27 -28.0 1.104 PL 9.00 PF 3.3 27 12.0 5.6 25.0 28.0 9.4 100 FTG T PE 3.9 87 21.0 0.0 24.4 0.0 0.265 TL 12.57 PV 0.6 Pipe: 28 -30.4 1.104 PL 9.00 PF 3.9 28 12.0 5.6 29.4 30.4 10.2 100 FTG T PE 3.9 88 21.0 0.0 29.3 0.0 0.308 TL 12.57 PV 0.7 Pipe: 29 -31.0 1.104 PL 9.00 PF 4.0 29 12.0 5.6 30.7 31.0 10.4 100 FTG T PE 3.9 89 21.0 0.0 30.8 0.0 0.320 TL 12.57 PV 0.7 Pipe: 30 -29.8 1.104 PL 9.00 PF 3.1 30 12.0 5.6 28.3 29.8 10.0 100 FTG E PE 3.9 90 21.0 0.0 27.5 0.0 0.297 TL 10.43 PV 0.7 Pipe: 31 -23.8 1.104 PL 11.50 PF 2.3 61 21.0 0.0 16.2 0.0 8.0 100 FTG ---- PE 0.0 62 21.0 0.0 18.4 0.0 0.196 TL 11.50 PV 0.4 Pipe: 32 -48.6 1.104 PL 8.00 PF 5.9 62 21.0 0.0 18.4 0.0 16.3 100 FTG ---- PE 0.0 63 21.0 0.0 24.3 0.0 0.736 TL 8.00 PV 1.8 Pipe: 33 -76.6 1.452 PL 12.00 PF 5.4 63 21.0 0.0 24.3 0.0 14.8 100 FTG ---- PE 0.0 64 21.0 0.0 29.7 0.0 0.449 TL 12.00 PV 1.5 Pipe: 34 -111.8 1.687 PL 2.00 PF 2.1 64 21.0 0.0 29.7 0.0 16.1 100 FTG E PE 0.0 95 21.0 0.0 31.8 0.0 0.435 TL 4.85 PV 1.7 Pipe: 35 -170.4 2.154 PL 4.00 PF 3.2 95 21.0 0.0 31.8 0.0 15.0 100 FTG T PE 0.0 50 21.0 0.0 35.0 0.0 0.289 TL 11.14 PV 1.5 Pipe: 36 -29.1 1.104 PL 9.00 PF 3.6 65 21.0 0.0 26.0 0.0 9.7 100 FTG T PE 0.0 96 21.0 0.0 29.6 0.0 0.284 TL 12.57 PV 0.6 Pipe: 37 -58.6 1.452 PL 4.00 PF 2.3 96 21.0 0.0 29.6 0.0 11.4 100 FTG T PE 0.0 95 21.0 0.0 31.8 0.0 0.274 TL 8.28 PV 0.9 Pipe: 38 -29.6 1.104 PL 3.00 PF 1.9 66 21.0 0.0 27.6 0.0 .9.9 100 FTG T PE 0.0 96 21.0 0.0 29.6 0..0 0.293 TL 6.57 PV 0.7 Pipe: 39 -170.4 6.065 PL 10.00 PF 0.0 50 21.0 0.0 35.0 0.0 1.9 100 FTG ---- PE 0.0 51 21.0 0.0 35.1 0.0 0.002 TL 10.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 09/01/93 JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI ) Pipe: 40 -42.1 1.104 PL 11.00 PF 6.2 68 21.0 0.0 12.8 0.0 14.1 100 FTG PE 0.0 69 21.0 0.0 19.0 0.0 0.563 TL 11.00 PV 1.3 Pipe: 41 -67.3 1.452 PL 6.00 PF 2.1 69 21.0 0.0 19.0 0.0 13.0 100 FTG ---- PE 0.0 70 21.0 0.0 21.2 0.0 0.353 TL 6.00 PV 1.1 Pipe: 42 -93.6 1.452 PL 11.00 PF 7.2 70 21.0 0.0 21.2 0.0 18.1 100 FTG ---- PE 0.0 71 21.0 0.0 28.3 0.0 0.650 TL 11.00 PV 2.2 Pipe: 43 -123.5 1.687 PL 3.00 PF 4.6 71 21.0 0.0 28.3 0.0 17.7 100 FTG T PE 0.0 94 21.0 0.0 32.9 0.0 0.523 TL 8.71 PV 2.1 Pipe: 44 -20.4 1.104 PL 11.00 PF 1.6 67 21.0 0.0 11.2 0.0 6.8 100 FTG ---- PE 0.0 68 21.0 0.0 12.8 0.0 0.147 TL 11.00 PV 0.3 Pipe: 45 -154.2 2.154 PL 2.00 PF 2.2 94 21.0 0.0 32.9 0.0 13.6 100 FTG T PE 0.0 51 21.0 0.0 35.1 0.0 0.240 TL 9.14 PV 1.2 Pipe: 46 -30.7 1.104 PL 6.00 PF 2.8 72 21.0 0.0 30.1 0.0 10.3 100 FTG 2E PE 0.0 94 21.0 0.0 32.9 0.0 0.314 TL 8.85 PV 0.7 Pipe: 47 -21.3 1.104 PL 11.50 PF 1.8 73 21.0 0.0 12.3 0.0 7.1 100 FTG ---- PE 0.0 74 21.0 0.0 14.1 0.0 0.160 TL 11.50 PV 0.3 Pipe: 48 -43.6 1.104 PL 11.33 PF 6.8 74 21.0 0.0 14.1 0.0 14.6 100 FTG ---- PE 0.0 75 21.0 0.0 20.9 0.0 0.602 TL 11.33 PV 1.4 Pipe: 49 -69.8 1.452 PL 11.33 PF 4.3 75 21.0 0.0 20.9 0.0 13.5 100 FTG ---- PE 0.0 76 21.0 0.0 25.2 0.0 0.378 TL 11.33 PV 1.2 Pipe: 50 -98.2 1.452 PL 11.00 PF 7.8 76 21.0 0.0 25.2 0.0 19.0 100 FTG ---- PE 0.0 93 21.0 0.0 33.0 0.0 0.711 TL 11.00 PV 2.4 Pipe: 51 -61.4 1.452 PL 1.00 PF 1.6 77 21.0 0.0 31.5 0.0 11.9 100 FTG 2E PE 0.0 93 21.0 0.0 33.0 0•.0 0.298 TL 5.28 PV 1.0 Pipe: 52 -159.6 2.154 PL 1.00 PF 2.1 93 21.0 0.0 33.0 0.0 14.1 100 FTG T PE 0.0 52 21.0 0.0 35.1 0.0 0.256 TL 8.14 PV 1.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 09/01/93 JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE ' PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI ) Pipe: 53 -324.6 6.065 PL 10.00 PF 0.1 51 21.0 0.0 35.1 0.0 3.6 100 FTG PE 0.0 52 21.0 0.0 35.1 0.0 0.006 TL 10.00 PV 0.1 Pipe: 54 -30.1 1.104 PL 11.33 PF 3.4 78 21.0 0.0 28.0 0.0 10.1 100 FTG ---- PE 0.0 77 21.0 0.0 31.5 0.0 0.302 TL 11.33 PV 0.7 Pipe: 55 -484.2 6.065 PL 8.00 PF 0.1 52 21.0 0.0 35.1 0.0 5.4 100 FTG ---- PE 0.0 53 21.0 0.0 35.2 0.0 0.013 TL 8.00 PV 0.2 Pipe: 56 -21.4 1.104 PL 11.50 PF 1.8 79 21.0 0.0 12.3 0.0 7.2 100 FTG ---- PE 0.0 80 21.0 0.0 14.2 0.0 0.161 TL 11.50 PV 0.3 Pipe: 57 -43.7 1.104 PL 11.50 PF 6.9 80 21.0 0.0 14.2 0.0 14.6 100 FTG ---- PE 0.0 81 21.0 0.0 21.1 0.0 0.603 TL 11.50 PV 1.4 Pipe: 58 -70.0 1.452 PL 11.00 PF 4.2 81 21.0 0.0 21.1 0.0 13.6 100 FTG ---- PE 0.0 82 21.0 0.0 25.3 0.0 0.380 TL 11.00 PV 1.2 Pipe: 59 -98.4 1.452 PL 11.00 PF 7.9 82 21.0 0.0 25.3 0.0 19.1 100 FTG ---- PE 0.0 92 21.0 0.0 33.2 0.0 0.714 TL 11.00 PV 2.4 Pipe: 60 -159.2 2.154 PL 1.00 PF 2.1 92 21.0 0.0 33.2 0.0 14.0 100 FTG T PE 0.0 53 21.0 0.0 35.2 0.0 0.255 TL 8.14 PV 1.3 Pipe: 61 -60.8 1.452 PL 4.00 PF 2.4 83 21.0 0.0 30.7 0.0 11.8 100 FTG 2E PE 0.0 92 21.0 0.0 33.2 0.0 0.292 TL 8.28 PV 0.9 Pipe: 62 -29.8 1.104 PL 11.00 PF 3.3 84 21.0 0.0 27.5 0.0 10.0 100 FTG ---- PE 0.0 83 21.0 0.0 30.7 0.0 0.297 TL 11.00 PV 0.7 Pipe: 63 -643.4 6.065 PL 10.00 PF 0.2 53 21.0 0.0 35.2 0.0 7.1 100 FTG ---- PE 0.0 54 21.0 0.0 35.4 0.0 0.022 TL 10.00 PV 0.3 Pipe: 64 -22.8 1.104 PL 11.50 PF 2.1 85 21.0 0.0 14.5 0.0 .7.6 100 FTG ---- PE 0.0 86 21.0 0.0 16.6 0•.0 0.181 TL 11.50 PV 0.4 Pipe: 65 -46.6 1.104 PL 11.50 PF 7.8 86 21.0 0.0 16.6 0.0 15.6 100 FTG ---- PE 0.0 87 21.0 0.0 24.4 0.0 0.679 TL 11.50 PV 1.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 09/01/93 JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI ) Pipe: 66 -74.6 1.452 PL 11.50 PF 4.9 87 21.0 0.0 24.4 0.0 14.5 100 FTG PE 0.0 88 21.0 0.0 29.3 0.0 0.427 TL 11.50 PV 1.4 Pipe: 67 -104.9 1.687 PL 10.00 PF 3.9 88 21.0 0.0 29.3 0.0 15.1 100 FTG ---- PE 0.0 91 21.0 0.0 33.2 0.0 0.387 TL 10.00 PV 1.5 Pipe: 68 -165.7 2.154 PL 1.00 PF 2.2 91 21.0 0.0 33.2 0.0 14.6 100 FTG T PE 0.0 54 21.0 0.0 35.4 0.0 0.274 TL 8.14 PV 1.4 Pipe: 69 -60.8 1.452 PL 4.00 PF 2.4 89 21.0 0.0 30.8 0.0 11.8 100 FTG 2E PE 0.0 91 21.0 0.0 33.2 0.0 0.293 TL 8.28 PV 0.9 Pipe: 70 -29.8 1.104 PL 11.00 PF 3.3 90 21.0 0.0 27.5 0.0 10.0 100 FTG ---- PE 0.0 89 21.0 0.0 30.8 0.0 0.297 TL 11.00 PV 0.7 Pipe: 71 -809.1 6.065 PL 24.00 PF 1.1 54 21.0 0.0 35.4 0.0 9.0 100 FTG E PE 0.0 55 21.0 0.0 36.6 0.0 0.033 TL 33.99 PV 0.5 Pipe: 72 -809.1 8.071 PL 24.00 PF 0.3 55 21.0 0.0 36.6 0.0 5.1 100 FTG E PE 0.0 TOR 21.0 0.0 36.9 0.0 0.008 TL 36.85 PV 0.2 Pipe: 73 -809.1 8.071 PL 21.00 PF 0.7 TOR 21.0 0.0 36.9 0.0 5.1 100 FTG CGD PE 9.1 BOR 0.0 0.0 46.6 0.0 0.008 TL 79.52 PV 0.2 Pipe: 74 -809.1 8.390 PL 300.00 PF 1.6 BOR 0.0 0.0 46.6 0.0 4.7 140 FTG 2E2T PE 0.0 SRC 0.0 SRCE 48.3 (N/A) 0.004 TL 442.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 5.7.0 computer program under license no. 007C544 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.122 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 19.1 ft/sec at pipe 59. Date: 09/01/93 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 . JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A Diameter (in) MATERIAL: 540 HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkV1v BfyVly in Feet G A GatV1v AlmChk D DPV1v 6.065 14.00 30.00 9.00 32.00 10.00 3.00 30.00 33.00 8.071 18.00 35.00 13.00 45.00 12.00 4.00 41.00 33.00 PAGE: C Diameter (in) 1 .104 1.452 1.687 2.154 PAGE: D Diameter (in) MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 2.00 3.00 4.00 5.00 5.00 6.00 8.00 10.00 2.00 2.00 2.00 3.00 5.00 7.00 9.00 11.00 6.00 6.00 6.00 6.00 MATERIAL: DIRN52 HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A D GatV1v AlmChk DPV1v 1.00 1.00 1.00 1.00 in Feet G GatV1v 8.390 24.00 47.00 17.00 60.00 16.00 5.00 17.00 17.00 17.00 17.00 23.00 23.00 23.00 23.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 09/01/93 JOB TITLE: TUKWILA SILO REMODEL FOR NEW PENDENTS IN PHASE ONE 4 WATER SUPPLY CURVE 180 165 150 135 P120 R E S S105 U R E 90 ( P S 175 60 45 \\\ \\\ \\\\ \\\ \\\\ \\\\ \\\ \\\\ \\\ 0 <-108.0 psi @ 1463 gpm Flow Test Point 30+ LEGEND 15 X = Required Water Supply 48.27 psi @ 1459.1 gpm 0 = Available Water Supply 108.19 psi @ 1459.1 gpm 0++-+---+----+ + + , + X + + + 400 600 800 1000 1200 - 1400 1600 1800 2000 FLOW (GPM) 7 101 NEN ADDITION m 0 C® 0 FLOOR PLAN MAR EXIST. F200 UNIMODE 200 nGVAG m VAG RISER DIAGRAM LEGEND UNIMODE 200 CONTROL PANEL O EXISTING F200 COMMUNICATOR 0 ANNUNCIATOR ® HORN/STROBE POWER SUPPLY ® SMOKE DETECTOR HORN STROBE W/WALL MOUNT CO HORN STROBE 110 CANDELA O STROBE MA HORN STROBE W/CEILING MOUNT ® MANUAL PULL STATION ® WATER FLOW DET. BY OTHERS ® GATE VALVE BY OTHERS ® DUCT DETECTORS O REMOTE LED O DOOR CONTACTOR Q TOUCH PAD B BELL 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 forsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 97/ 9/0 o By: TUA FIb51) "E4 and KWILgive thisRE job 407 No. 0 and address for shut• tlown urexact resWratacn apdrovi6 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 $ fO Re - Inspection Fee and termination of the testing. IMOg71.4 111 ni SEP 1 8 ZOCO P / za 5" 75-- 074. REPRESENTATIVE: JOHN FORD CHECKED BY: CHECKED BY DATE: APPROVED BY: APPROVED BY DATE: 401mjeci SINAI o9/13/00 ADT -1 Soo4 NONE SECURITY SERVICES 841 POWELL AVE 5W RENTON, WA 18055 (206) 624-3103 FAX: 654-218,i `\ SECURITY & FIRE ALARM SYSTEM THE BON MARCHE PARKWAY PLAZA 17750 SOUTHCENTER PARKWAY TUKWILA, WA. 98188 �No. Revision/Issue Date REPRESENTATIVE: JOHN FORD CHECKED BY: CHECKED BY DATE: APPROVED BY: APPROVED BY DATE: 401mjeci SINAI o9/13/00 ADT -1 Soo4 NONE i 0 0 0 /.Z -o Sa3Pcr.Jt, D G, 4,/,r4 ui CL IL,JG T,L Cit•JTD-Si•1uefa, 0 0 0 54 AJL.L /]-0 G....J,a SerT,l : DCM4 DX HEAVY DUTY GRID SYSTEM WITH ARMSTRCNG'169 2x4 TILE, IN ILF4ITE AT I0' -0r' AFF. 'a Are 0 EY •"'-.s S.•..r-r- (�P� i 2�►�I PLN TIO. 58 TYPICAL APPLICATIONS FOR FIG SS TItREADED SIDE BEAM BRACKET TOREADfD SIRE BEAM BRACKET 3n• 1•y - 5/t PH • pa. a.•. lir M•• Haan.. Ind Y•,P....al erd m4 <•�.m• er rdM F•aw m. Unp w In p •Ib.r wd w M •1. W WdJYd. bract. M1, d••q. P., .,M.n•d M •Jlu•E I•w •kt .1,444I/SPA' S lint I/2` pt ,q boo Pon X t PA di.' 1/r O.. 2' PT. n.A•r 51r M.m••21(f M 5. pp mge.a 1/f Pm**. A•p•.dr •Ud•mnm l4vdmn lend Casa* und...,.,nt.Yw.>n,.l•,w•nd rad.. g4,•1 Ery•e•m•q Append W supX • mm••IWJ.dYwM•nr...I...flus,msing •d.q.r•usu.-or •M v.•.nn.omaM •a. nnn•bp.. mwmr •..1 brM 1 1 I - "Wet — i1/77Stu. , < J 1.1.141:gi:' 3/IrIr um 3144- l>,w- lace un- tl/r gun Alt.. 1. er,•,a,1, ACCEPTED O 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 s°anderds. 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 resubmittal of revised drawings for subsequent approve Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: c����(70 By: Ki..oc.re ru ... Lv/51- . 1'1.5 Art.0 O.M) ScA�W : '/s" = 1•-0' AioT25 1Jc5, 4.J T. ,, /J.F •'A c c a Ji.Z An•-n,i.,,.S t/.L AA f .. A»no✓ED P,ar •..L 7,3 dt S,.rr'ec ILA As L. l....J /ti. F/A,ttt L• 'AIL_ 1.- .1D [. G•i..• r.,n. nJ MJ/ t P.J _ L r,rr, •.•LS 1-A3 • - G..edc Awoa _7' C'./a- dE e. /55 z { 2 n 0 - ...ad. AAoS 7 Ea. (LA/L. los lb. VICINITY MAP 511... IM,. tl•,5•3 up to- 4' aA- Nur .44. L.9 Bo* Snow I/.,. tl•,•gmg up to 2' Pp• .glh Ddw SJd.1 TUKWtLA DEPARTMEM Please call:FIRE 575.4407 end give this lob Z�n� No. (i0 and exact address for shut• down or restoration approval CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WES1131010t1 98081-0113 rtt (205) 481-7669 TI/c LonJ MALI Ph. G,.JLEIz /7s0 S. CEr.J n & 74,1.0Y. %(J A'to ILe, Vt/A l.`; /83 AUG P22OO P 4 LD 11 9/, If DAZE: 7 ,f -On DRAWN: A. SCALE: NFU L"e,.r10 re.J 4.r.. l; P. e.L. &l.0 L C..•JS,••J v,r•r to 7t,,L- IN1111.1111141MMIEM MIE.��M- I o ■ F , n ,C-1.1 �_®■�nI■i■®_®_• - paimummai mom . mum I_■illin. > 'O _imi®_■i.un1■� LEV ° WE ■■■■�NIIMINIMII - ,_111111111•111•=1=IM � i. m...■■■■■�■Ell _■■■■C■�■ r �_.SA_vi_�� •��l�I���_Q7.a7__���1i� 1=ifmminsivez;im ��■■■■ �� �.�__ �_r. - Ii. ,I} � ■■■■� rde= �■ ■1111■■ ENIM■■f.■■■ a ■■ ■■■�®■■�.i■■ l - �- - - % - 1166,:3:�G_C■_`■IMCC TIMM�.■�■■■■■■■C ^.� ---�J :F=En■■■rears ■.E�GG■■r■■■■■■■■■■■ —______ Ernr.......cdromrsiiimunTirirammill ■1111■■■.■■■■..■■.�■..�■I■�.■ C'■■:©■.CW ■M®■II■■■■ M= 1111 _ r i=9 —_rlmmun _� ■■ ■■■■■■ 1111 ■ ■I 'Je,t. P. 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Eu. WIIIIMMI0111p4=11111=11CCCCCC�� JNI =I 1 ■E=ram■■®amMI ==== 1111 ■ ' 'rP ' !. ' '•• �� Ln i.s•,t CA. - •; ,,• i . L- �� . o ;.,- - - - Iy-. ' o S n. 7'. T -,i i . r- • - r:o-,- L AJL.L /]-0 G....J,a SerT,l : DCM4 DX HEAVY DUTY GRID SYSTEM WITH ARMSTRCNG'169 2x4 TILE, IN ILF4ITE AT I0' -0r' AFF. 'a Are 0 EY •"'-.s S.•..r-r- (�P� i 2�►�I PLN TIO. 58 TYPICAL APPLICATIONS FOR FIG SS TItREADED SIDE BEAM BRACKET TOREADfD SIRE BEAM BRACKET 3n• 1•y - 5/t PH • pa. a.•. lir M•• Haan.. Ind Y•,P....al erd m4 <•�.m• er rdM F•aw m. Unp w In p •Ib.r wd w M •1. W WdJYd. bract. M1, d••q. P., .,M.n•d M •Jlu•E I•w •kt .1,444I/SPA' S lint I/2` pt ,q boo Pon X t PA di.' 1/r O.. 2' PT. n.A•r 51r M.m••21(f M 5. pp mge.a 1/f Pm**. A•p•.dr •Ud•mnm l4vdmn lend Casa* und...,.,nt.Yw.>n,.l•,w•nd rad.. g4,•1 Ery•e•m•q Append W supX • mm••IWJ.dYwM•nr...I...flus,msing •d.q.r•usu.-or •M v.•.nn.omaM •a. nnn•bp.. mwmr •..1 brM 1 1 I - "Wet — i1/77Stu. , < J 1.1.141:gi:' 3/IrIr um 3144- l>,w- lace un- tl/r gun Alt.. 1. er,•,a,1, ACCEPTED O 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 s°anderds. 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 resubmittal of revised drawings for subsequent approve Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: c����(70 By: Ki..oc.re ru ... Lv/51- . 1'1.5 Art.0 O.M) ScA�W : '/s" = 1•-0' AioT25 1Jc5, 4.J T. ,, /J.F •'A c c a Ji.Z An•-n,i.,,.S t/.L AA f .. A»no✓ED P,ar •..L 7,3 dt S,.rr'ec ILA As L. l....J /ti. F/A,ttt L• 'AIL_ 1.- .1D [. G•i..• r.,n. nJ MJ/ t P.J _ L r,rr, •.•LS 1-A3 • - G..edc Awoa _7' C'./a- dE e. /55 z { 2 n 0 - ...ad. AAoS 7 Ea. (LA/L. los lb. VICINITY MAP 511... IM,. tl•,5•3 up to- 4' aA- Nur .44. L.9 Bo* Snow I/.,. tl•,•gmg up to 2' Pp• .glh Ddw SJd.1 TUKWtLA DEPARTMEM Please call:FIRE 575.4407 end give this lob Z�n� No. (i0 and exact address for shut• down or restoration approval CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WES1131010t1 98081-0113 rtt (205) 481-7669 TI/c LonJ MALI Ph. G,.JLEIz /7s0 S. CEr.J n & 74,1.0Y. %(J A'to ILe, Vt/A l.`; /83 AUG P22OO P 4 LD 11 9/, If DAZE: 7 ,f -On DRAWN: A. SCALE: n( II UI H 0 •Q F[oox PL, Aoa- Ae/2 - .44,2 1- Z z 212 ur ZIZ VrJ ,L fa tires !Feud Lo fCCLr * to /c /-tkJcL 6- i3oSO Mw' ce rSieJALV i(ar2.4eD 6 Clip Hangers • Hanger Rings UL Listed & FM Approved • Hanger Rods I Fasteners Comply with NEPA 13 ❑ All Thread Rods 0 Machine Thread Rods I Finishes O Standard Components 0 Alt Galvanized Components 1 = 254rrn Components 1 Clip (Ceiling Flange) 2 Hex Nut 3 Wood Screw 4 Hanger Rod 5 Adjustable Hanger Ring Application / Description No 5 Hangers are de„fined to support small piping from smooth level wood planning that has a thickness sufficient to receive the required fastere,s. The hangar is secured to the plank ng by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread for the rod and holes for 2 wood screws. To prevent possible loosening of the rod due to vibration the hanger is furher secured by a hex nut tightened against the cl p There are 6 components in a basic No 5 Hanger The clip 2 wood sere vs a hanger rod and lock ng hex nut and an adjus.ab'e hanger nig The rod may be either all thread rod (ATR) or machine thread rod ('vfTR) All thread rod is cons dered to be randard however As a rule machine thread rod is provided only when it is a specs` c r_oaire mens of the job specifications <72-r? /‘4,4- LL No 5 Hargers may also be used w'h o.' -n types of contraction of adequa e s'r_ng h when pn, ded h suito`ie fasteners - subject to the approval of the anrnor t, having jurisd ction (AHd1 Dena ons from s'andari fa, tenets are to he c'ear'y ird wed on 'he plan by de,a I or in a hanger note (see Ha yer Codes / Pan Des gn,t ors) NFPA Requirements I Limitations NFPA 13 perni.s the use of 2 screw, ce t rg "arges oni( for p pe sizes up to 2 and it cal's for t' -e use of screws having dimensor's net lee, than those of No 13 x 14 wood screws Dr ve screws and na Is ate not acep ab e las erers and wood screws are not to be driven. ,ebag fIo,i/t fii.Lt), /u1G _A” N0R-Tj-1 ACCEPTED [ J, Wihout Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Buread for confo"mance 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 tota,ly with the designer Additions ce e`ions or revisions to these drawings after this date a..1 ecrd this acceptance and will require a resubmittal Cr rc,rised drawings lorsubsequent approval Final acceptance is subject t0 field test and inspection by The Tukwila Fire Prevention Bureau Date By 5/2- 01114;A / i 5 p4G/,V� (%1,4( /YF®44 13 o S,i: Pz ta! Al 7-_5e.., CROWN FIRE PRO'LC-170N INCORPORATED P 0 EX 12113 uAi CA X. A-rrt".�Toh S3.^.'_2--0113 FFL (5cC) 131-i6°9 F! E FUKWILA FIRE uEPArtfiviuvi Please call 575-4407 and give this job No --r<C, and exact address for shut. down or restoration approval. Bo L.) r2.)vZC,He. /-10,ie .4.1 d.Leg 1775 b So a, F[cc._.l`a Pr?Kai)/ q8/S5 )1 DEC 2 : ',qqo DATE I2 -2O -E DR 47 A Sc &LE I OF I TELCO LINE RJ38X CONN BLOCK EXIS -200 L\livOD 200 TO CENTRAL STATION aleA0Jdde UOTIO10155.1 JO UNkOp qrals 101 ssaJPP loexa pue qo! snfl anis pue ZortrsLG :uso esEald 1031/4123Vd30 38IA %ninon :8450 .nsaing uonuataid JI etyt!Aini Aq uopeadsu! pue ;sal ple4 04 oafqns si aeuey,d,noe sU lenaldde 4uanbesqns•JoIS6Upalp pas!Aano IMAn'Sal apbai pue aeue;daese 554% pion !um elep Je4e s6upeip asaLp c4 sucis!Aa...! JO suogaloP 'suOP,IRPV !Jau8isep 844 gip Alielol sisal u8!sop Jo Aeenbapa 544.1o4 Amiqlsuodsal Diu !saeueupo pus splepuels pap:lope Jo suolp51048 ezpotpne loll op moiqm suosspoo pue sawn olisafqns s 9ou54d0o0y !spiepuels Ape praline tplw, aoueuooluoe Jo; mama uopUeAaid al!A eptisini aqi Aq peAns!Aal uaaq ausq sueld a*aqi PagoelIV @LLL lad 0 Pd ui paloN sv 0 sluaLuwoo Inoqpm V— 031.d300V 120 VAC 120 VAC RISI-R IMO CONTROL ROOM FLOOR PLA\ LEGEND UNIMODE 200 CONTROL PANEL CUj EXISTING F200 COMMUNICATOR NNI ANNUNCIATOR El HORN/STROBE POWER SUPPLY 0 SMOKE DETECTOR NA HORN STROBE W/WALL MOUNT HORN STROBE 110 CANDELA IA STROBE WI HORN STROBE W/CEILING MOUNT El MANUAL PULL STATION 0 WATER FLOW DET. BY OTHERS © GATE VALVE BY OTHERS © DUCT DETECTORS • REMOTE LED DRAWN BY: D. LEE DATE: 7-27-99 CHECKED DATE SCALE: 1 /16"=1 0" APPROVED DATE T. ESTEP D. LEE F. CRUSON 841 POWELL AVE SW RENTON, WA 98055 (206) 624-3103 FAX: 654-2189 ECURITY SER'8 PROJECT NAME BON \4ARCHE FURNI URE GALLERY SHEET TITLE IRE ALARM SYSTEM REVISIONS NO, DATE DESCRIPTION HANGER LEGEND a UN 111 REVISIONS - LOCATE DY GRID COORDINATES << ET Lu 2 2 0 Lu E.) 11,, Is. I • C." 0 0 ..1........mmimpri , ILUIIIII Mil , : imil...-1Ifll M mid =I , , , , , 1 . , , 1 , , ' ...,41 IIII . . , , , r . ,-- , , r , . i : i II „ 1 1 1 , . OTITIANCE 13 35% CUSTOMER TRAFFIC , , .,... NIII 1! • MIIII I , , • „ , , , LH I ......i , , , , , , , , , , , 1 . I 1 i I t ! 111=11 fr-r AS (2)-PEA1VIG 4121 . , . . , 1 (WI 24' All. ):- i If Mal TCP CEIUNG 1 ' , OP I 24. A.F.F.)-, 1 I : ............ .4/11APPA . 41111111111111111 ',..., ,• I - , = , I • : I I I () t j ' MIIIIIIIii . i I . . . . . . , 11.11 . • ; \ , 1 k_ i , , 1 , , . i • . ! ! , , INIIIIII6. i i , , 111 , , , i • GENERAL NOTES* . ALL MATERIAL TO BE NEW AND U.L. LISTED FOR FIRE PROTECTION f --$ , , . I ! !I . - . , 2. ALL DESIGN AND FABRICATION TO CONFORM W/ TUKWILA FIRE DEPT., W.S.R.13 N.F.F.A. I 3 '; 3. ALL NEW PIPING TO BE " B.L.T." , \‘,.. ; 1 i i ' _ . : IIII 11111111111 4. ALL NEN PENDENT HEADS ARE NOT LOCATED IN THE CENTER. OF TILE F: _..... , Wrimilmil po 111111111 5. PAINTING / PROTECTION FROM PAINT 15 DONE "BY OTNER.5" Al dil ,..„..., , , ism mil. a . , , I -mail n, Es, G. INSPECTORS TEST CONNECTION IS EXISTING PIPE SChEDULE Vr . ! . i . , , . „ I 1 I 1 ° in III 111111111111111 7. SYSTEM 15 BASED UPON ORDINARY i , , , I 144'hl irm IIM , „ ! I , f.,...0 . , , e- c i 19- 0 1 1 1 0-11C0 C 0-40 i I c ,o i I ! : #4=4-0111111. 0101-01 ,09. -01 o I le( -0111P. . #4 TTP- o [ i. ....- 1 1 II 4 ; , 0II1 . 0 - 0- 1 0- 0 . i : , i , ' 1 T ! . i I I i I •". I .., : `- .2 i ---t-• . i I I i • : • ! 7.2- = .-- _ . • Da 4 Or 9C ,... I 1 • ' art : i ! •o- . .c o -If ! 0-10 • • 1 0-I C • : 1 -; - sew , ..-- i , : • T T I .., 1 I 1 1 ; . . , i 1 1-; _ -r'-- . ,p,, •• ' ' • ' - - 2 -r c' ' c -T if T IX r I I I ; i i , ! 1 ; - ••=' 1 , ; I = i ; . I i : . TT I , 1 i.e... 7- T I : I i 64 0- 0-3 I 0-19 I r 1 I • o -i , i I i te, e.- 7 : , -0,,,,T,„: -0' C.EN-T21_1.. 1E 4. . ....-___ .... • . I . • c. - . . ;•• ; a 0 e- 7 II II .,,,,,,.,,,,,,,r.,,,.,,,..... : r____;_,,;, ,22. ' 1 - -11- - , .1 ____.!;'!6:1.'; ' .ft_V_1__ _ - _,, r.,,,i_____$ - . J2..n...+_r.; ____ N.:, ..t.t_s_21_ __,___ c•Fr7. : 4,-"' _ TR:31 (TT cr aim- , , . 0 OF 111-1ANC1-1_11.ff5 9 2 1,01 A r.9 ) -,:. -1X----- ; _ , T 't -, 7 T T T 7 7 TTT T TI• i I TTT Ti 7T ' i 1 - ,_, 2 1 - " 2 - 2 E I . ri , , , , , , I . , 0=1 0- ac ` a -re s-- ; ! "F 31, o -i ' o:-1 l't'i i IL - . , , i II . . i _ 2 --,- . . ! ! i . - 7 .- 7- I, SKY 1 LICHT . DCY WIT i . , ! . 1 , • . . . , . -, . --- -- -,- .... - 1: ; . 1 I I D_ i Sel 010 : 0-10 C , I 1 1 0-1t C ,1,1, .-' 0_1: 0-itc . . . . . . . i C T T - '7:IK 974 7 TC7- T -71- r T .7.- ,., • , 0 ' ' 1 , 1 , ' ' .- 111 ' , ...- : ri'l ! ' 1 . ' C 0-10 1 0'4 C 0-9) C f1j1 I 0-1 . NE --1- , -1- _ , t ,-• Tri - - -:- -----c-Tr- - ---- ;i3- - ".•_-_ ' TriTITT TT Tr- T `TT ITT TT T - • ' ---7 i ! r.--- : ; = = ENTROil . ..., 25Z CUST31.131 &AMC .=, . • I 1 ,_,,_ _4 = 11. 11-1i .=-- I . : . . i „ . i • . I . , .._. .. I ' 1 i, ,._ ' : : ! 1=1---,- , EA : , , ; ., , .-• , , , 0-10 0- 0 I 10 - ' CO -il . al C ! ; I 0-10 C 0-1 C 1:,-, ,; ; ; __,.. , I1 1 1 , : , . , • . . .,--- '') : i 7' . i- 4 - 50..K.1C1), NE..5 :1-01 6.91.01/ CENTEI:11 1 1 I . . .: ". ,,, I 11-1 Otrt 1 r•;; ; c 0-10 C 0-1: 1 . 0-10 ; , -71':: T 7 T 7 T T 7 T 74 , Tr-- '-'-` 11/4- . i t T T 7 T T T : II -1 '`1:- ' -11 . CI Ei 7 t : • kd-r, Tr, , : or_al pp. : 14(0r- . DP. '----: 14:T.--07 T1T7- 1 1,9= f T9, -,t: fr1I9. ---ecTIT-.4 - 1 1.- T , i . . . • . ; . , . : : c. i : ' , 51 . o - ,,,_._. ,„,_ .--,- i ,.... ,_ •''' ' .... .= ' , -4116 M ! 711 ' ,! ! ,, : r I , , r • II __ _ ___ ____ ± - . -II IF , 1 ; c ; - r- I Ir......:1 Ili' III , , o -s o-ItC r 50 ,-.......- 1470E105111NC MAN A14) USE A e,.. ! Ia. ,A 0 if C- 7 1 . . 1 o 1 ' 9 1 91 : ' ---, -F- r\2" Mf..0-1. -Er. _ ACCEPTED FILE , - . • . • i . . . in : IIIMI II= AO WifothrrohrUcteoCnA0u: lheeannd:Let: 1 T 1Tj i , , i r)<;..ft_TING 8 (3 1 If Cr. N . 0-10 •f; • -7- 111 -- 11 o-ol . ei'4 -!' 4 . 0 -IC . 9.--- '; OA 0_1 - _ I ' ,.. ,,s_. 1 IA ' -:_c',,t-V1 j„ ...,- : ..a_i_iL'...4 0-I _.2 g_ ! _ ijokr r Noted In Red 1.--ojn aorm: I 4--- „ 1---' : I ' -1 . - ! "!).‘ , " ,....‘k i _1,..; i, •!•!'..! 1 ^7- - - - • 'C. These plans have been reviewed by ThecTuurrekwnitlacFkire 1 : 1 o- Li r a- .1. Di'4:::5-'EN:IN:THN'Egi°5:REA251''74i::::51L/Z3N:w •x; Prevent BureaAsPue , - !-- ; " 1 eoiti 7 T T T T I I I lr- '•-••,-- -72C- -- T T 7 T T T T T-rr T T I T 7 T , I ' , , : - ,- i; H 1 .- I . Z I i ! ". .,.' ..! .1, 1 I . , al 1 ›7.: , omissions which do not author;ze violations r.,f cd6ritg" OrdinancesasonurCberecti.sStoillTab:fileeaeiCttrdoestttOehpsooetsnITO:si,?::::1:nsIdtpictitri:iz.k.,:tiL.P. kti3 "72' s.I.:E:toz.:::::k.::,,d,,,,,,,.., r-- 7 III ra- I .-i ,___ ..- .-1.- : ; ! : 0.-10 i o-10 o-10 . o-; 1 I 1 o-tto -4- i , . : . . , . I I indeCCe adequacy of design rests total4 with the d-,,,c-,,,ierm .1 ft! ni 4 = 11310 id. vi ci ',', ; - ! . i f this date will void this acceptance and wili_re.cLUTS,zonors. - .F.110,0 Il - 1:1 . f , , . ju 1 p , , , i I 1 ,- V ; _ o ---i- : I o , I ; 0 , -- 7- - ...,..,..m.,...,,,,,..,.." ' 1 1111 i fa raad 01-- rifit°4 Igkt FASsittaadon.danriliidtd'aioaacnrrdcdseSs. p.dateAan sst et resubmittal of revised drawings tpr .subsen bentap:Mal. , ;,:,,,.: s e c -T All fj,„..21 1 - 1 I I ; : 1 , I . , . ' . . - ; : .„., 11 I I : ,-,- = t , j...,-- 1 1 I ,._ - 1 ; I - . . 1 ' , _ I Itf-14:3N44 ). The Tukwila Fire Preventio Bureau. Date: .1,Z-fi'l By: -inrilli • - lici, ' T T T T I I I. ! : ! : IDL' t5 L)A '' ...- I I ; ; I il : , : .L__ ii 0-roi i 1 0-1p1 o-tD; o7 ' C 0- [5_, ' I 1 T ft I • ia-c:- I -t- , tocaluni . . i; i . 1 I i! !: iele% _ _ . I 1111.1 . • WO TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this lob No. C) 0C () and exact address for shut. down or restoration approval', HANGER LEGEND a UN 111 REVISIONS - LOCATE DY GRID COORDINATES << ET Lu 2 2 0 Lu E.) 11,, Is. I • C." 0 0 eog,z4L.JO% - ALL- t -ro .,ltD - 1 -4 -- - iiyc t - f5ie.i I 1AOD JjD0.J rIANGff LEGEND /1-KW,K BOLT, ROD & RING 12 -C -CLAMP, ROD & RING 03 -POWDER STUD, ROD & RING /4 -ANGLE CUP, ROD & R,NG /5-CONC.INS, ROD & RING 16 -EYE SOCKET, ROO & RING (7-COAGN SCREW, ROO & R'NG fa -CEILING RANGE, ROD & RING SYM SPRINKLERS MODEL TYPE TEMP ttr:r, en v NPT K FAC. FIN ;71_1-4; ex7,.;&23`•-t%" .`e • `1‘146) 0 0 Cr tJ • p. T I 0.1.0 \L! 0 'IF 0 0 el) 0 --0 - - 0-10 0 -to 0`? • % 4T•el(S1-7.. 2 • 0-4 0 1 w „4-1 2• 2 ,7) t oct 5704 9— ft/ I p 4 Q /o 0-4 •=3. r \ • arr. kf" • los" DATE 1 1, I 1 i-4 ".. ic,)-17:t 4; 1 - LOCA,[ Grr, COONATV-7 10-54 4 • e; -3 2,!--d (ct- Fr_r e, re- Vezet• -1;e:/5 1" 4 KA:cm —qte, et -rd Vl.A1ZCA-, TUKWILA FIRE DEPARTMENT Please caU: 575.4407 and give this Job No. `="\(\ 0(15 and exact address for shut. down or restoration approval. ACSTPIED INC A SV.711f., WASt 0, 004:l00.5 ":" 1 "g'ovr.,d rates Acceptance ax,E.S ; ,::.12,110CGU00,14y 0.,000 100,000 FJ -s,1 T. _ Cr,mentS relate excliaavey to the rele imurance ratos as detemned 1,11, t^en f:L5 .1:1 and !, TOT, SPRK'S THIS SHT. 51 A • -.9 r FILE -1 r3 4-- •11 ACCEPTED J. Without Comments o As Noted In Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for confarrnence with current city standards. Acceptance isiubject to errors and omissions which do not cillhorize 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 tolfield test end 1!ilection by The Tukwila Fire PreventiorrEfureau.- Date: \Ain \c'1,c\ By: rC"C-7 ADDP.E. 11153 CITY IFI.4-5E 10...e I e!! A A'NG 5dcrt NO 1 otj • •9 -7:(532. FAk :4..:51f.:;" 74 '4 COt.:04P CAV LIL DEC 2 9 1998 - FRf. FRO-I-EC:ON !"-IC. 200' MAW a'. R LEE MR 1-02-99 MIt MT[ SCAR. Me alt 010 WAREHOUSE 0 ra 0 0 O RETAIL AREA FLOOR PLAN NONE ADT on 100114 Ant yqTP EXISTING FOCUS 200 RISE ACCEPTED • Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These fans have been reviewed by The Tukwila Fire Prever ion Bureau for conformance with current city standAds. Acceptance is subject to errors and omissippns which do not authorize violations of adopted standa`3s and ordinances. The responsibility for the adequa ;y of design rests totally with the designer. Additio's, deletions or revisions to these drawings after this deka will void this acceptance and will require a resubn ttal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by tie 1 unwda Fire Prevention Bureau. Date: t 13\Rq By- 1Af_7 5t- raaxCT NAME THE BON MARCHE STET TITLE FIRE ALARM SYSTEM DIAGRAM FILE TUKWILA FIRE DEPARTMENT, Please calls 575.440Z and give this job and exact address for shut- down or restoration apdrovai. LEGEND INO EXISTING CONTROL UNIT ® SMOKE DET. ® DUCT SMOKE DET. 0 LED FOR DUCT DET. © 24V POWER SUPPLY UTE' BON MARCHE WILL INSTALL THE 4 DUCT DETECTORS SUPPLIED BY ADT. REvisnes R6 DATE DESCMMTRM SKIT ADT -1 IIJ scrsr C014 -000L 7-a TM Cor ,N Z%'1 F-rr ACCEPTED O WITHOUT COMMENTS. SAS NOTED IN RED O PER THE ATTACHED LEVER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings attar this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to fiel 1 - inspection by a representative of this department DATE: /00,3BY: .YL/X,,.L..ZG....._.._.. CITY OF TUKWILA 575.4407 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 9 3- /5- z&8 and exact address for shut. down or restoration approval. ?/p e_%ted 44// 6e :k asO!^d ce �reae �� /3, TaL/e (0-.5-, 3 . 2_ (_6..) C�d;c,avyw.d 7,r -fa �/ -10,51-x-76471.1 Oi Sivit,A/Ev_5 8'/ 11/ `l'Ee¢ tke /^7&;v£./,464 .5 is A.l FRA- r 3 c lnap/e `>' �rsts��ci1�� l2�ulaePcc!}. FP4 13 , Y- �/ /. 3 ©b s'"vuc.7';&Ttts ¢v ,5pvi4/ciev afire di> -arc /� crMYJrJQ 2.c12 5t4a►T ( T) 11UITUU ;L! �\ SrcrWktL IILliD NE v✓ ctrl 'ur2 1-ehcK z z r n tEe.rtce ? W - I SPRINKLERS UPRIGHT 0 LT' PENDENT 0 165° Y'Gsc f-,0>4 SIDEWALL < tEle2, Yt"C +c.1-4 Di lett- ttaew ?i Ptn s, IA)SrAtt Et, Pre c�t5r k �v HAZkrD r1.Y IJt f4 I$• Au_ tJEW kJ_ PrPruua flt.'k* t.srrtl "CYe er- QE cs Ycbs F+" Are 4 srrci- r s. DVANCED 7L FIRE PROTECTION INC. P.O. BOX 1543 WOODINVILLE, WA 98072 JOB: — 14-UTc' B*4v5- 177.5o Sacanl Cco BY. Er DATE Il-rr-.9:e SCALE k-Vre> Tt.kGcJrt./ {c)A r OF I ID I© I© 2t011G16/L -11 Lc ( LI'.e(1/0pre.E}P7T(142L){aT ld-D"AFS I'-4' _ Nt, wcQ( -To L'SE do C I TNl5 fiCxf CENTER PARTITION ON COLUI-1N LINE. J ,n) Cae$ 5-N3-,.7 SO TO-o,T_. \\ 16'-6" 3'-0 . F -I" 1iD Wo1LK -To Door Ia TN15 PE019 La CIEu r 3T 6'-v (2FF ALr Y uFw wA Lir a r O \ 34,-6" I® 0, LA SOUND ROOM IA'i IS5TS yiDDED 8`t Cs,,Tre.JC, 0tJY ttXXS On-) f -f x 1N4 u}RtCw I Nc'5 WG„ `FIOI:SE Ips? ,2-n /.. 0 <LEC. ROC 1 0 I,, D`o INFILL EXISTING CPENIN;G5 WITH MIN. a" GC IG. BLOCK AND CEMENT 5 "UCCO GN EYT ' P • r • TC,.t.. ADJACENT EXITING WA_L. ti 11-0. `il ' I II -en \' /4" *7. AL ICJ v -q EXIST CORR. 114' pLaY,cpL_ TILE /ipi.i .lrre r r r (F Z7 61- 10'-0" -r10'-0'1 EXPOSE', EXISTING PAINTS STEEL TU COLIF'IN, TYPIC I/2" c- -No CAtln q= {IgJtJ- lz-o n -I-0 \ vs _ 25'-II",e 5'-5" REPAIR STOCK oc.13T -e' .d_JAFF Ink ICY FLOOR PLAN /8' - l'_0e SPRINKLER ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED ❑ PER THE ATTACHED LETTER Lac -arc R,5S 4¢,p OuV ocan.,,. 1 P RES.LT'•.,c LF'a out' w,LL SF F.aou-Tyr'�Et R,LFaL Nit-' 4LP x 1L rnC PPLlvn FTr 2--o' rig r rrr's 5 The drawings affixed hereto have been eviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or r visions to these drawings after this date will voiJ tti>uacedtpnce and will require a resubmittal of revised drawings Final aceeatance is subject to field- inspenti; i ay a representative of this dept; •cit DATE: !4 , _ _.,BY 12........._._ CITY OF TUKWILA 575-4407 pLS,L, Nc o Fol 12: - Iq' u�G TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. C.r' rAP and exact address for shut• down or restoration approval. rival on, $" FILL -114 1 -1v4 - ''1L INTO N?N�_.,r„ p1T C�"iC� TNLNT oPP Eiottt t,rft''IT> 11/4'' f i Fx S, n_C NEW GONG STAIR ?L_ - 1FLaq -NeW von • _ F101,,,rp in her Gx� bnri," EXIST. TR.JCK BAY O —New uPPn,1r O - L,LN""F,.' R. flp w t LooKS 1JCTF ONES 'JOT . -.. r Gtcvv ip ,-�cT Ss,c pir,int4 - 1.10 wont; TO EL }SNE ON ex15r1..x. u+'c'cOP sFe,aLrc$ I?ENDEefr" SrcwtLEL'S -ro iJC FT or ivf4-2E-PS wrT,xw Grcv3c.S SII G5 ALLLF E€LEOOP✓ 130 c+z_� ,L'nP1 r1PX T40CAL cur -LN FoE I9LL NEw ?Eruoer,rs 20 v7u SPRINKLERS w UPRIGHT 0 e0MEM PEN DEN_ -SIDEWA4S _ c11';';''-'S0O MIIIIIMEM NELJ PP 4-1111 7o -FA L /or/ I/Fw 5F/2,, -,r ( E 5 Par -2E6./5 u �<Jnh,Ti. Pcou,- <F, ..�eu..c. Pr +C -a rr FFFoPE piE,7�z1--�-raLLeP %,..J Pt,,lpp --- L OES +1,2 'eo DFo?6YCRsN, 1�w,�-ro ,:'- b' PFG -i c r + 1" Cove Tti 50.00 TO r'P.Y> Ge,D W+f ctJ 1NS-PusD LIEF Y£,JlXMT" L to55 DE r PIL G TRAL Recessed Sprinkler- H Model H Recessed Pendent Automatic Sprinkler r1 Product Description Feo Technical Data /2" Orifice Adjustable Recessed Pendent Automatic Sprinkler as s9`'nx1erEd: attMfiN yuan) 0 0.4.3 ins: 9j Y co n.: to relat ae effect M1 hem:: an0 acceptances, late exclbsne t are not to le con; nfile insatat crates. Then e . daa co sttueda bear vaannt *ar o� the 0 eeion ablliti f .personal Io- has bee* esetc sed 'loth r to + ,that l,a:ae • h iyry or 430 we to gope' t- ti rtOB result m toss shit ax'st. () AJEiJ ?,P1uC EO.57-ptLE-1> sz ouy HAZARD p,;FFR-t '�LL I•JEW `P 1 t? 7c '=G.11 E D. I•D --- —------- ---- =ALL tJLW FITT,NpS TO PE" p1, LISTFt7 5wl'y Lai AGIn_�_I�S_Z4+ ,GA t� _ *,-)D PE -K. n) F71) 1Lsnl0Ttr,5() _tl`1rJag 5•PPI C'NJG PL.F r3171( S yS Erl ?C ou'PES . f-7/Do 0 -PGvJs/TV PCS Lo51 _S PPc7Jrit S r -c, I4 TrTAL_. 650 6? -1'1 f lc5� ,9LLc t <a E of x ®O r kL L, -0E5 I D T ;24 p <PknrYAJG DoPy TKE ADLLOc, Jn}q ! f-If1: .2E - ;- 2 00Kw,tf-T F c - F(7O- - 4907 FC: Fri' -,x - 7&7- Ffic7cEy S e EllweLI- r-P(7rcrv- SZ- S FILE IVANCED FIRE PROTECTION INC. P.O. BOX 1543 WOODINVILLE, WA 98072 JOB: SILO - IUK✓LU BY: y'St1 DATE `f -v SCALE 0 I OF :,,,7-',./To�r\� r 1'�Lwv T�,P Pcou,- <F, ..�eu..c. Pr +C -a rr FFFoPE piE,7�z1--�-raLLeP %,..J Pt,,lpp --- L OES +1,2 'eo DFo?6YCRsN, 1�w,�-ro ,:'- b' PFG -i c r + 1" Cove Tti 50.00 TO r'P.Y> Ge,D W+f ctJ 1NS-PusD LIEF Y£,JlXMT" L to55 DE r PIL G TRAL Recessed Sprinkler- H Model H Recessed Pendent Automatic Sprinkler r1 Product Description Feo Technical Data /2" Orifice Adjustable Recessed Pendent Automatic Sprinkler as s9`'nx1erEd: attMfiN yuan) 0 0.4.3 ins: 9j Y co n.: to relat ae effect M1 hem:: an0 acceptances, late exclbsne t are not to le con; nfile insatat crates. Then e . daa co sttueda bear vaannt *ar o� the 0 eeion ablliti f .personal Io- has bee* esetc sed 'loth r to + ,that l,a:ae • h iyry or 430 we to gope' t- ti rtOB result m toss shit ax'st. () AJEiJ ?,P1uC EO.57-ptLE-1> sz ouy HAZARD p,;FFR-t '�LL I•JEW `P 1 t? 7c '=G.11 E D. I•D --- —------- ---- =ALL tJLW FITT,NpS TO PE" p1, LISTFt7 5wl'y Lai AGIn_�_I�S_Z4+ ,GA t� _ *,-)D PE -K. n) F71) 1Lsnl0Ttr,5() _tl`1rJag 5•PPI C'NJG PL.F r3171( S yS Erl ?C ou'PES . f-7/Do 0 -PGvJs/TV PCS Lo51 _S PPc7Jrit S r -c, I4 TrTAL_. 650 6? -1'1 f lc5� ,9LLc t <a E of x ®O r kL L, -0E5 I D T ;24 p <PknrYAJG DoPy TKE ADLLOc, Jn}q ! f-If1: .2E - ;- 2 00Kw,tf-T F c - F(7O- - 4907 FC: Fri' -,x - 7&7- Ffic7cEy S e EllweLI- r-P(7rcrv- SZ- S FILE IVANCED FIRE PROTECTION INC. P.O. BOX 1543 WOODINVILLE, WA 98072 JOB: SILO - IUK✓LU BY: y'St1 DATE `f -v SCALE 0 I OF O 2_ £)u; 2./L Vfa(Z(&(%?5 iZ'i� :, r_vTt rn I. DEIIUL r1 1.' P ACCEPTED ITHOUT COMMENTS. AS NOTED IN CED p PER THE ATTACHE.) LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date 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 DAT 9 BY: �f CITY OF TUKWILA 575.4407 Pleasecallane 575.EPARTAjENT and Wthis tv, 7 No. and 00 dowrte o ctr- a shut. pprov� AJEuiEYT JO ABEL FIRE PROTECTION 4932 PIONEER RD BOTHELL WA -9f3,9421-7669 THE Lso v f/ .' K2.42dc, i s 4 f g✓� < rn;l / 775-C) So v7.1 e=ew7F,f f fJ✓J_ (/K WU 4 ui N DATE:/ 2-3 N J SHEET 2. OF ON BBREif{' 'Lova.=4-1" \u �. I r w/ -_-.p �> oa't ,.www...‘,,.,._ A.:e ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED j] PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date 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 c DATE: l0tK BY: /-14,0... CITY OF TUKWILA 575.4407 ABLE REVISIONS BY J 2 9 0 J t' 2 0 Date ;c'1 --12\.—��. Scale Drawn Job 1 t_ L) 7_/,LE. 1/4' - ,} INC F'LiL\N FIN• to_ 4" 7-10 10 $7 !C? -10 r» xe 7 HANG rkc'N', EXIST G 7 \ h5` -E \a n TIE INTO EXIST LiZ `7'_C" I N C, (_ 7-„''D r -Z X t sy., 4A ;4 i-:'.3Fi.tri tr^ ” %9 G:+h:.ty 1V101- ` fAL1. tLi: V_ }o `-h '.L//E/i_'$-. ':.2 INKS' ,'A':OVG fa"PLS. N Ei `=1 ' ft, /V 0'J � N HANGER LEGEND STANDARD SYMBOLS STANDARD SYMBOLS SPRINKLER HEAD SYMBOLS ALARM MK DATE BY CO -ORD REVISIONS—LOCATE BY GRID COORDINATES #1.—EXPANSION SHELL, ROD & RING #2. —'C. CLAMP, ROD & RING #3. -POWDER STUD, ROD & RING #4.—ANGLE CLIP, ROD & RING #5.—`L -ROD & RING #6.—IEYE ROD & RING #7.-1,COACH SCREW, ROD & RING 48.—WCEILING FLANGE, ROD & RING — POST INDICATOR VALVE e — KEY VALVE 41 —FIRE HYDRANT Y - FIRE DEPT. CONNECTION 1511 — 0. S. & Y GATE VALVE (v —SWING CHECK VALVE NEW UNDERGROUND -�— EXIST. UNDERGROUND ALARM CHECK VALVE — RISER W/ALARM VALVE ® — RISER *DELUGE VALVE ® — RISER W/DRY VALVE © — RISER WiELEC. FLOW SWITCH n —• WATER MOTOR BELL - • ELECTRIC BELL — FLUSH FIRE DEPT. CONN. o —UPRIGHT ON OUTLET ® —PENDENT ON OUTLET Oo —UPRIGHT er4 1" OUTLET O —PENDENT ON 1" OUTLET • —DRY PENDENT ON OUTLET e —FLUSH ON 1" OUTLET SIDEWALL ON 1/2" OUTLET 4' — SIDEWALL ON 1" OUTLET SPRINKLERS TYPE DEGREE QTY rt. NDENT' I65 A A TOTAL SPRINKLERS THIS DRAWING 12 FILE APPRNOVED AD The drawings affixed hereto have been reviewed And adeepted as meeting or exceeding tnihinldm requirements of the City of Tdkwila Fire dept., Bureau of Fire_ Prevention, Additions or revisions to these_ drawings after this oved or ieWe�te shall not be!; con true as beingapp JAN 41983 CITY OF TU LA __BUREAU OF FIRE PREVENTION N (7, /770 5C. FIRE PROTECTION CO. P.O. BOX 1266 852-6400 Kent, Wash. /F r' FaICl,N HCNi FUG. CJI :HING'� 1- 1-1 OATE �F'-��F KcI�•� contract no. „OFFi ' R FP 1 -of