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HomeMy WebLinkAboutPP - 13075 GATEWAY DR - GATEWAY CORPORATE CENTER BUILDING #10 - PERMITS AND PLANS (PERMIT SET 1)13075 GATEWAY DR ASSOCIATED PERMITS 13-F-057 07-F-103 01-F-155 98-F-246 07-S-099 98-S-251 44Aikx"'"44) 50. SITE LOCATION Job# 13-1000 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.: Site Address: 13075 Gateway Drive Suite Number: 119 Floor: Tenant Name: Integra Telecom Tukwila New Tenant? ❑ - Yes ® - No Property Owner's Name: Integra Telecom Mailing Address: 1201 NE Lloyd Blvd, Ste 500 Portland WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Bob Vogt Day Telephone: 206/930-5003 Company Name: Fire Chief Equipment Mailing Address: 7661 159th PI NE Redmond WA 98052 bobv@fire-chief.com City State Zip E-mail Address: Fax Number: 425/562-6662 3 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 2503 Scope of Work (please provide detailed information): Install relay and controls for new RTU and 2 FSD. 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 PENALT OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PE BUILDING 0 Signature: Print Name: Bob Vogt AGENT: Plan Permit App.doc Date: 2-27-13 206/930-5003 Day Telephone: 1/2/13 TFD FP Form 8 CONFIDENTIAL m�- -p-/575- FIRE s 5FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B Form: 1/22/01 NWDEVICE/ WA S H I N G T O N A LAR M MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) v sect: Electric Lightwave Gateway BLDG. 10 CONTROL PANEL AND MODULES 0 0 Power Supply SK5495 1 0.075 0.075 0.175 0.175 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Horn Strobe 0 Horn/Strobe Combination Bell 0 MT24LSM 5 0.163 0.815 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.075 24 1.800 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0 0 0 0 0.990 0.083 0.082 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 1.800 1 0.08217 1 1.882 1.3 1 2.447 14 AH (H) 4 Ansul INERGEN Pipe Input Job Number: 98-1970 Designed By: Company Name: Address: Customer Name: Address: Phone Number: Fax Number: Contact Name: Frank T. Gomez Fire Chief Equipment 13300 SE 30th Street Bellevue, WA 98005 Electric Lightwave Tukwila Switch 13075 Gateway Drive S., Tukwila, WA 98168 Description: Co -Locate Room (Rev C) Zone 1 Start End Connection Length Size 1 2 .001 .500 40T 2 3 Thru 1 1.25 80T 3 4 Thru 1 1.25 80T 4 5 Thru 1 1.25 80T 5 6 Thru 1 1.25160T 6 7 Thru .5 1.25160T 7 8 Side .5 2.00 160T 8 9 Side 2 3.00 160T 9 10 Elbow 1 3.00 160T 10 11 Union 11 12 19 3.00 40T 12 13 Elbow 8 3.00 40T 13 14 Elbow 17.58 3.00 40T 14 15 Elbow 45 3.00 40T 15 16 Side 8 2.00 40T 16 17 Side 8 1.50 40T 17 301 Elbow 14 1.50 40T 16 18 Side 8 1.50 40T 18 302 Elbow 14 1.50 40T 15 19 Side 8 2.00 40T 19 20 Side 8 1.50 40T 20 303 Elbow 14 1.50 40T 19 21 Side 8 1.50 40T 21 304 Elbow 14 1.50 40T Type Manifold Pressure INERGEN Valve 501 501 502 503 504 505 509 518 518 850 1976 1976 1976 1976 Ansul INERGEN Design VOLUME CALCULATIONS Area Name: Length (ft): Width (ft): Height (ft): Area (sq ft): Volume (cu ft): Volume Reductions: Structural Reductions (cu ft): Reduced Volume (cu ft): ROOM MINIMUM AMBIENT TEMP (Fahrenheit DESIGN CONCENTRATION: FLOODING FACTOR AREA 1 Co -Locate Room 32.00 42.50 12.00 1360 16320 270.0 16050 68 37.5 0.472 INITIAL INERGEN QUANTITY CALC. INERGEN Quantity (cu ft): 7573.5 ALTITUDE CORRECTION Height Above or Below Sea Level (ft): Factor: ACTUAL INERGEN QTY (cu ft): TOTAL INERGEN QTY (cu ft) 1.00 7573.5 7573.5 CYLINDER REQUIREMENTS Cylinder Quantity: Cylinder Size (cu ft): INERGEN Agent Supplied (cu ft): 18 439 7902 Page 1 of 2 Ansul INERGEN Design REQUESTED INERGEN AGENT PER AREA (cu ft): AREA 1 7902.0 INERGEN AGENT PER AREA (cu ft): (From Flow Calculation) ACTUAL INERGEN FLOODING FACTOR CONCENTRATION RANGE CHECK: (Must be Between 37.5% - 42.8% For Ocpd. Spaces) Room Max. Ambient Temp (Fahrenheit) Design Concentration at Max. Temp: DISCHARGE TIME Normal Ambient Temperature (Fahrenheit): Design Concentration at Ambient Temp.: 90% of Agent Discharge Time (Sec): 90% of Agent Discharge Time (Min): 7902.0 0.492 74 39.1 72 39.0 45.00 0.75 ESTIMATED FLOW RATES: Estimated System Flow Rate: Estimated Orifice Union Pipe Size: Nozzle Quantity: Estimated Nozzle Flow Rate: Estimated Nozzle Pipe Size: Pipe Length Factor (S = Short, L = Long): Pipe Size (Inches): Actual Discharge Time (Sec): (from Nozzle Report) Open Area Required: Wall Strength: Estimated Free Venting Area (Sq Inches): Required Free Venting Area (Sq Inches): (from Flow Report Time) 9482 2.50 2 4741 S 1.50 42.44 Page 2 of 2 Pressure Drop Calculation Equivalent Start End PipeSize Length Length Elevation Tee Start PSIG Term PSIG Flow Rate 1 2 1/2 40 T 38 MFLD 1018 918 842 2 3 1 1/4 80 T 1 3.1 MFLD 918 922.8 842 3 4 1 1/4 80 T 1 3.1 MFLD 922.8 921.1 1684 4 5 1 1/4 80 T 1 3.1 MFLD 921.1 917.4 2526.1 5 6 1 1/4 160T 1 2.9 MFLD 917.4 908.7 3368.1 6 7 1 1/4 160T .5 2.4 MFLD 908.7 898.4 4210.1 7 8 2 160T .5 8.9 MFLD 898.4 891 7578.1 8 9 3 160T 2 15.1 MFLD 891 886.1 15156.3 9 10 3 160T 1 7.6 1 MFLD 886.1 882.6 15156.3 10 11 Orifice 1.1406 Inches 882.6 394.6 15156.3 11 12 3 40 T 19 19 19 394.6 514.8 15156.3 12 13 3 40 T 8 15.7 514.8 509.3 15156.3 13 14 3 40 T 17.6 25.3 509.3 500.3 15156.3 14 15 3 40 T 45 52.7 500.3 481.1 15156.3 15 16 2 40 T 8 18.3 BULL 481.1 465.2 7578.1 16 17 1 1/2 40 T 8 16.1 BULL 465.2 455.7 3789.1 16 18 1 1/2 40 T 8 16.1 BULL 465.2 455.7 3789.1 15 19 2 40 T 8 18.3 BULL 481.1 465.2 7578.1 19 20 1 1/2 40 T 8 16.1 BULL 465.2 455.7 3789.1 19 21 1 1/2 40 T 8 16.1 BULL 465.2 455.7 3789.1 17 301 1 1/2 40 T 14 18 -14 455.7 442.5 3789.1 18 302 1 1/2 40 T 14 18 -14 455.7 442.5 3789.1 20 303 1 1/2 40 T 14 18 -14 455.7 442.5 3789.1 21 304 1 1/2 40 T 14 18 -14 455.7 442.5 3789.1 Nozzle Performance Start End PipeSize Nozzle Code Cubic Feet Discharged 17 301 1 1/2 40 T .8594 1975.5 18 302 1 1/2 40 T .8594 1975.5 20 303 1 1/2 40 T .8594 1975.5 21 304 1 1/2 40 T .8594 1975.5 Total Cubic Feet of Inergen Discharged: 7904 Ninety Percent Discharged in Approximately: 42.44 Seconds Ninety Percent Discharge Pressure is Approximately: 195 PSI Ansul INERGEN Pipe Input Job Number: 98-1970 Designed By: Company Name: Address: Customer Name: Address: Phone Number: Fax Number: Contact Name: Frank T. Gomez Fire Chief Equipment 13300 SE 30th Street Bellevue, WA 98005 Electric Lightwave Tukwila Switch 13075 Gateway Drive S., Tukwila, WA 98168 Description: Power Room (Design C), Zone 2 Start End Connection Length Size 1 2 .001 .500 40T 2 3 Thru 1 1.25 80T 3 4 Thru 1 1.25 80T 4 5 Thru 1 1.25 80T 5 6 Thru .7 1.25 160T 6 7 Elbow .5 1.25 160T 7 8 Side 1 2.00 160T 8 9 Union 9 10 7.6 2.00 40T 10 11 Elbow 15.33 2.00 40T 11 12 Elbow 6 2.00 40T 12 13 Side 6.5 1.25 40T 13 301 Elbow 2.6 1.25 40T 12 14 Side 8 1.25 40T 14 302 Elbow 2.6 1.25 40T Type Manifold Pressure INERGEN Valve 501 501 502 503 504 504 507 850 1536 1536 Ansul INERGEN Design VOLUME CALCULATIONS Area Name: Length (ft): Width (ft): Height (ft): Area (sq ft): Volume (cu ft): Volume Reductions: Structural Reductions (cu ft): Reduced Volume (cu ft): ROOM MINIMUM AMBIENT TEMP (Fahrenheit DESIGN CONCENTRATION: FLOODING FACTOR AREA 1 Power Room (Zone 2) 24.50 19.75 12.00 484 5807 5807 68 37.5 0.472 INITIAL INERGEN QUANTITY CALC. INERGEN Quantity (cu ft): 2739.9 ALTITUDE CORRECTION Height Above or Below Sea Level (ft): Factor: 1.00 ACTUAL INERGEN QTY (cu ft):I 2739.9 TOTAL INERGEN QTY (cu ft): 2739.9 CYLINDER REQUIREMENTS Cylinder Quantity: Cylinder Size (cu ft): INERGEN Agent Supplied (cu ft): 7 439 3073 Page 1 of 2 Ansul INERGEN Design REQUESTED INERGEN AGENT PER AREA (cu ft): INERGEN AGENT PER AREA (cu ft): (From Flow Calculation) ACTUAL INERGEN FLOODING FACTOR CONCENTRATION RANGE CHECK: (Must be Between 37.5% - 42.8% For Ocpd. Spaces) Room Max. Ambient Temp (Fahrenheit) Design Concentration at Max. Temp:. DISCHARGE TIME Normal Ambient Temperature (Fahrenheit): Design Concentration at Ambient Temp.: 90% of Agent Discharge Time (Sec): 90% of Agent Discharge Time (Min): AREA 1 3073.0 3073.0 0.529 74 41.3 72 41.2 ESTIMATED FLOW RATES: Estimated System Flow Rate: Estimated Orifice Union Pipe Size: Nozzle Quantity: Estimated Nozzle Flow Rate: Estimated Nozzle Pipe Size: Pipe Length Factor (S = Short, L = Long): Pipe Size (Inches): Actual Discharge Time (Sec): (from Nozzle Report) Open Area Required: Wall Strength: Estimated Free Venting Area (Sq Inches): Required Free Venting Area .(Sq Inches): (from Flow Report Time) 45.00 0.75 3688 1.50 1 3688 S 1.50 43.85 Page 2 of 2 Pressure Drop Calculation Equivalent Start End PipeSize Length Length Elevation Tee Start PSIG Term PSIG Flow Rate 1 2 1/2 40 T 38 MFLD 1018 932.8 782.3 2 3 1 1/4 80 T 1 3.1 MFLD 932.8 936.7 782.3 3 4 1 1/4 80 T 1 3.1 MFLD 936.7 935 1564.5 4 5 1 1/4 80 T 1 3.1 MFLD 935 932.6 2346.8 5 6 1 1/4 160T .7 2.6 MFLD 932.6 925 3129 6 7 1 1/4 160T .5 3.4 MFLD 925 920.3 3129 7 8 2 160T 1 9.4 1 MFLD 920.3 916.8 5475.8 8 9 Orifice .6719 Inches 916.8 385.8 5475.8 9 10 2 40 T 7.6 7.6 7.6 385.8 528 5475.8 10 11 2 40 T 15.3 20.5 528 520.4 5475.8 11 12 2 40 T 6 11.2 520.4 516.3 5475.8 12 13 1 1/4 40 T 6.5 13.4 BULL 516.3 504.9 2738.7 12 14 1 1/4 40 T 8 14.9 BULL 516.3 503.8 2737.1 13 301 1 1/4 40 T 2.6 6 -2.6 504.9 500.3 2738.7 14 302 1 1/4 40 T 2.6 6 -2.6 503.8 499.1 2737.1 Nozzle Performance Start End PipeSize Nozzle Code Cubic Feet Discharged 13 301 1 1/4 40 T .7031 1537.3 14 302 1 1/4 40 T .7031 1535.7 Total Cubic Feet of Inergen Discharged: 3073 Ninety Percent Discharged in Approximately: 44.22 Seconds Ninety Percent Discharge Pressure is Approximately: 195 PSI Ansul INERGEN Pipe Input Job Number: 98-1970 Designed By: Company Name: Address: Customer Name: Address: Phone Number: Fax Number: Contact Name: Frank T. Gomez Fire Chief Equipment 13300 SE 30th Street Bellevue, WA 98005 Electric Lightwave Tukwila Switch 13075 Gateway Drive S., Tukwila, WA 98168 Description: Transmission Area (Zone 3 Part 1) Start End Connection Length Size 1 2 .001 .500 40T 2 3 Thru 1 1.50 80T 3 4 Thru 1 1.50 80T 4 5 Thru 1 1.50 80T 5 6 Thru 1 1.50160T 6 7 Thru 1 1.50160T 7 8 Thru 1 1.50160T 8 9 Thru 1 1.50160T 9 10 Thru 1 1.50 160T 10 11 Thru 1 1.50160T 11 12 Thru 1 2.50 160T 12 13 Elbow .5 2.50 160T 13 14 Elbow 1 3.00 160T 14 15 Union 15 16 18 3.00 40T 16 17 Elbow 40.083 3.00 40T 17 18 Elbow 35.6 3.00 40T 18 19 Elbow 13.25 3.00 40T 19 20 Side 12 2.00 40T 20 21 Side 8 1.50 40T 21 301 Elbow 13 1.50 40T 20 22 Side 8 1.50 40T 22 302 Elbow 13 1.50 40T 19 23 Side 13 2.00 40T 23 24 Side 8 1.50 40T 24 303 Elbow 13 1.50 40T 23 25 Side 8 1.50 40T 25 304 Elbow 13 1.50 40T Type Manifold Pressure INERGEN Valve 501 501 502 503 504 505 506 507 508 509 510 510 520 850 2195 2195 2195 2195 Ansul INERGEN Design VOLUME CALCULATIONS Area Name: Length (ft): Width (ft): Height (ft): Area (sq ft): Volume (cu ft): Volume Reductions: Structural Reductions (cu ft): Reduced Volume (cu ft): ROOM MINIMUM AMBIENT TEMP (Fahrenheit DESIGN CONCENTRATION: FLOODING FACTOR AREA 1 Transmission Area 44.75 33.40 12.00 1495 17936 77.8 17858 68 37.5 0.472 INITIAL INERGEN QUANTITY CALC. INERGEN Quantity (cu ft): 8426.6 ALTITUDE CORRECTION Height Above or Below Sea Level (ft): Factor: ACTUAL INERGEN QTY (cu ft): 1.00 8426.6 TOTAL INERGEN QTY (cu ft)t 8426.6 CYLINDER REQUIREMENTS Cylinder Quantity: Cylinder Size (cu ft): INERGEN Agent Supplied (cu ft): 20 439 8780 Page 1 of 2 Ansul INERGEN Design REQUESTED INERGEN AGENT PER AREA (cu ft): INERGEN AGENT PER AREA (cu ft): (From Flow Calculation) ACTUAL INERGEN FLOODING FACTOR CONCENTRATION RANGE CHECK: (Must be Between 37.5% - 42.8% For Ocpd. Spaces) Room Max. Ambient Temp (Fahrenheit) Design Concentration at Max. Temp: DISCHARGE TIME Normal Ambient Temperature (Fahrenheit): Design Concentration at Ambient Temp.: 90% of Agent Discharge Time (Sec): 90% of Agent Discharge Time (Min): AREA 1 8780.0 r 8780.0 0.492 74 39.1 ESTIMATED FLOW RATES: Estimated System Flow Rate: Estimated Orifice Union Pipe Size: Nozzle Quantity: Estimated Nozzle Flow Rate: Estimated Nozzle Pipe Size: Pipe Length Factor (S = Short, L = Long): Pipe Size (Inches): Actual Discharge Time (Sec): (from Nozzle Report) Open Area Required: Wall Strength: Estimated Free Venting Area (Sq Inches): Required Free Venting Area (Sq Inches): (from Flow Report Time) 72 38.9 45.00 0.75 10536 2.50 4 2634 S 1.25 43.75 Page 2 of 2 Pressure Drop Calculation Equivalent Start End PipeSize Length Length Elevation Tee Start PSIG Term PSIG Flow Rate 1 2 1/2 40 T 38 MFLD 1018 923.2 820.2 2 3 1 1/2 80 T 1 3.5 MFLD 923.2 928.1 820.2 3 4 1 1/2 80 T 1 3.5 MFLD 928.1 926.8 1640.4 4 5 1 1/2 80 T 1 3.5 MFLD 926.8 926 2460.7 5 6 1 1/2 160T 1 3.2 MFLD 926 920.7 3280.9 6 7 1 1/2 160T 1 3.2 MFLD 920.7 915.1 4101.1 7 8 1 1/2 160T 1 3.2 MFLD 915.1 907.8 4921.3 8 9 1 1/2 160T 1 3.2 MFLD 907.8 897.5 5741.5 9 10 1 1/2 160T 1 3.2 MFLD 897.5 884.7 6561.7 10 11 1 1/2 160T 1 3.2 MFLD 884.7 867.9 7382 11 12 2 1/2 160T 1 4.5 MFLD 867.9 882.1 8202.2 12 13 2 1/2 160T .5 5.8 MFLD 882.1 879.7 8202.2 13 14 3 160T 1 7.6 1 MFLD 879.7 872.5 16404.3 14 15 Orifice 1.2031 Inches 872.5 423.5 16404.3 15 16 3 40 T 18 18 18 423.5 530.4 16404.3 16 17 3 40 T 40.1 47.8 530.4 511.1 16404.3 17 18 3 40 T 35.6 43.3 511.1 493 16404.3 18 19 3 40 T 13.3 20.9 493 483.9 16404.3 19 20 2 40 T 12 22.3 BULL 483.9 461.9 8211.3 20 21 1 1/2 40 T 8 16.1 BULL 461.9 451.3 4105.7 20 22 1 1/2 40 T 8 16.1 BULL 461.9 451.3 4105.7 19 23 2 40 T 13 23.3 BULL 483.9 461.1 8193 23 24 1 1/2 40 T 8 16.1 BULL 461.1 450.5 4096.5 23 25 1 1/2 40 T 8 16.1 BULL 461.1 450.5 4096.5 21 301 1 1/2 40 T 13 17 -13 451.3 436.4 4105.7 22 302 1 1/2 40 T 13 17 -13 451.3 436.4 4105.7 24 303 1 1/2 40 T 13 17 -13 450.5 435.7 4096.5 25 304 1 1/2 40 T 13 17 -13 450.5 435.7 4096.5 Nozzle Performance Start End PipeSize Nozzle Code Cubic Feet Discharged 21 301 1 1/2 40 T .9063 2197.7 22 302 1 1/2 40 T .9063 2197.7 24 303 1 1/2 40 T .9063 2192.3 25 304 1 1/2 40 T .9063 2192.3 Total Cubic Feet of Inergen Discharged: 8780 Ninety Percent Discharged in Approximately: 43.75 Seconds Ninety Percent Discharge Pressure is Approximately: 195 PSI • Ansul INERGEN Pipe Input Job Number: 98-1970 Designed By: Company Name: Address: Customer Name: Address: Phone Number: Fax Number: Contact Name: Frank T. Gomez Fire Chief Equipment 13300 SE 30th Street Bellevue, WA 98005 Electric Lightwave Tukwila Switch 13075 Gateway Drive S., Tukwila, WA 98168 Description: Switch Facilty (Zone 3 Part 2) Start End Connection Length Size 1 2 .001 .500 40T 2 3 Thru 1 1.50 80T 3 4 Thru 1 1.50 80T 4 5 Thru 1 1.50 80T 5 6 Thru 1 1.50160T 6 7 Thru 1 1.50160T 7 8 Thru 1 1.50160T 8 9 Thru 1 1.50160T 9 10 Thru 1 1.50 160T 10 11 Thru 1 1.50 160T 11 12 Thru 1 2.50 160T 12 13 Elbow .5 2.50 160T 13 14 Elbow 1 3.00 160T 14 15 Union 15 16 18 3.00 40T 16 17 Elbow 5.083 3.00 40T 17 18 Elbow 29.6 3.00 40T 18 19 Elbow 13.25 3.00 40T 19 20 Side 12 2.00 40T 20 21 Side 8 1.50 40T 21 301 Elbow 13 1.50 40T 20 22 Side 8 1.50 40T 22 302 Elbow 13 1.50 40T 19 23 Side 13 2.00 40T 23 24 Side 8 1.50 40T 24 303 Elbow 13 1.50 40T 23 25 Side 8 1.50 40T 25 304 Elbow 13 1.50 40T Type Manifold Pressure INERGEN Valve 501 501 502 503 504 505 506 507 508 510 510 520 850 2195 2195 2195 2195 Ansul INERGEN Design VOLUME CALCULATIONS Area Name: Length (ft): Width (ft): Height (ft): Area (sq ft): Volume (cu ft): Volume Reductions: Structural Reductions (cu ft): Reduced Volume (cu ft): ROOM MINIMUM AMBIENT TEMP (Fahrenheit DESIGN CONCENTRATION: FLOODING FACTOR AREA 1 Switch Facility 47.50 32.00 12.00 1520 18240 77.8 18162 68 37.5 0.472 INITIAL INERGEN QUANTITY CALC. INERGEN Quantity (cu ft): 8570.2 ALTITUDE CORRECTION Height Above or Below Sea Level (ft): Factor: ACTUAL INERGEN QTY (cu ft): 1.00 8570.2 TOTAL INERGEN QTY (cu ft): 8570.2 CYLINDER REQUIREMENTS Cylinder Quantity: Cylinder Size (cu ft): INERGEN Agent Supplied (cu ft): 20 439 8780 Page 1 of 2 Ansul INERGEN Design REQUESTED INERGEN AGENT PER AREA (cu ft): INERGEN AGENT PER AREA (cu ft): (From Flow Calculation) ACTUAL INERGEN FLOODING FACTOR CONCENTRATION RANGE CHECK: (Must be Between 37.5% - 42.8% For Ocpd. Spaces) Room Max. Ambient Temp (Fahrenheit) Design Concentration at Max. Temp: DISCHARGE TIME Normal Ambient Temperature (Fahrenheit): Design Concentration at Ambient Temp.: 90% of Agent Discharge Time (Sec): 90% of Agent Discharge Time (Min): AREA 1 8780.0 8780.0 0.483 74 38.6 72 38.4 ESTIMATED FLOW RATES: Estimated System Flow Rate: Estimated Orifice Union Pipe Size: Nozzle Quantity: Estimated Nozzle Flow Rate: Estimated Nozzle Pipe Size: Pipe Length Factor (S = Short, L = Long): Pipe Size (Inches): Actual Discharge Time (Sec): (from Nozzle Report) Open Area Required: Wall Strength: Estimated Free Venting Area (Sq Inches): Required Free Venting Area (Sq Inches): (from Flow Report Time) 45.00 0.75 10536 2.50 2 5268 S ADD NOZZLES 41.99 Page 2 of 2 Pressure Drop Calculation Equivalent Start End PipeSize Length Length Elevation Tee Start PSIG Term PSIG Flow Rate 1 2 1/2 40 T 38 MFLD 1018 917.7 843.3 2 3 1 1/2 80 T 1 3.5 MFLD 917.7 922.6 843.3 3 4 1 1/2 80 T 1 3.5 MFLD 922.6 921.3 1686.7 4 5 1 1/2 80 T 1 3.5 MFLD 921.3 920.5 2530 5 6 1 1/2 160T 1 3.2 MFLD 920.5 915 3373.4 6 7 1 1/2 160T 1 3.2 MFLD 915 909.2 4216.7 7 8 1 1/2 160T 1 3.2 MFLD 909.2 900.5 5060.1 8 9 1 1/2 160T 1 3.2 MFLD 900.5 889.7 5903.4 9 10 1 1/2 160T 1 3.2 MFLD 889.7 875.2 6746.8 10 11 1 1/2 160T 1 3.2 MFLD 875.2 857.5 7590.1 11 12 2 1/2 160T 1 4.5 MFLD 857.5 872.5 8433.5 12 13 2 1/2 160T .5 5.8 MFLD 872.5 870 8433.5 13 14 3 160T 1 7.6 1 MFLD 870 862.5 16867 14 15 Orifice 1.2188 Inches 862.5 404.5 16867 15 16 3 40 T 18 18 18 404.5 514.3 16867 16 17 3 40 T 5.1 12.8 514.3 508.8 16867 17 18 3 40 T 29.6 37.3 508.8 492.2 16867 18 19 3 40 T 13.3 20.9 492.2 482.6 16867 19 20 2 40 T 12 22.3 BULL 482.6 460.3 8441.2 20 21 1 1/2 40 T 8 16.1 BULL 460.3 448.9 4220.6 20 22 1 1/2 40 T 8 16.1 BULL 460.3 448.9 4220.6 19 23 2 40 T 13 23.3 BULL 482.6 459.5 8425.8 23 24 1 1/2 40 T 8 16.1 BULL 459.5 448 4212.9 23 25 1 1/2 40 T 8 16.1 BULL 459.5 448 4212.9 21 301 1 1/2 40 T 13 17 -13 448.9 433 4220.6 22 302 1 1/2 40 T 13 17 -13 448.9 433 4220.6 24 303 1 1/2 40 T 13 17 -13 448 432.2 4212.9 25 304 1 1/2 40 T 13 17 -13 448 432.2 4212.9 Nozzle Performance Start End PipeSize Nozzle Code Cubic Feet Discharged 21 301 1 1/2 40 T .9063 2197.6 22 302 1 1/2 40 T .9063 2197.6 24 303 1 1/2 40 T .9063 2192.4 25 304 1 1/2 40 T .9063 2192.4 Total Cubic Feet of Inergen Discharged: 8780 Ninety Percent Discharged in Approximately: 41.99 Seconds Ninety Percent Discharge Pressure is Approximately: 195 PSI Ansul INERGEN Pipe Input Job Number: 98-1970 Designed By: Company Name: Address: Customer Name: Address: Phone Number: Fax Number: Contact Name: Frank T. Gomez Fire Chief Equipment 13300 SE 30th Street Bellevue, WA 98005 Electric Lightwave Tukwila Switch 13075 Gateway Drive S., Tukwila, WA 98168 Description: Transmission/Switch (Zone 3 Part 3, Rev A) Start End Connection Length Size 1 2 .001 .500 40T 2 3 Elbow 1 2.00 80T 3 4 Thru 1 2.00 80T 4 5 Thru 1 2.00 80T 5 6 Thru 1 2.00 160T 6 7 Thru 1 2.00 160T 7 8 Thru 1 2.00160T 8 9 Thru 1 2.00160T 9 10 Thru 1 2.00160T 10 11 Elbow .5 2.00 160T 11 12 Side 1 3.00160T 12 13 Union 13 14 1.5 2.50 40T 14 15 Elbow 2.67 2.50 40T 15 16 Elbow 16 2.50 40T 16 17 Elbow 41.67 2.50 40T 17 18 Side 2 1.50 40T 18 301 Elbow 13.5 1.50 40T 17 19 Side 2 2.00 40T 19 20 Side 20 1.50 40T 20 302 Elbow 13.5 1.50 40T 19 21 Side 20 1.50 40T 21 303 Elbow 13.5 1.50 40T Type Manifold Pressure INERGEN Valve 501 501 502 503 504 505 507 508 508 516 850 2341 2341 2341 Ansul INERGEN Design VOLUME CALCULATIONS Area Name: Length (ft): Width (ft): Height (ft): Area (sq ft): Volume (cu ft): Volume Reductions: Structural Reductions (cu ft): Reduced Volume (cu ft): ROOM MINIMUM AMBIENT TEMP (Fahrenheit DESIGN CONCENTRATION: FLOODING FACTOR: AREA 1 ransmission/Switc (Zone 3 Part 3) 19.00 65.40 12.00 1243 14911 77.8 14833 68 37.5 0.472 INITIAL INERGEN QUANTITY CALC. INERGEN Quantity (cu ft): 6999.4 ALTITUDE CORRECTION Height Above or Below Sea Level (ft): Factor: ACTUAL INERGEN QTY (cu ft): TOTAL INERGEN QTY (cu ft) 1.00 6999.4 6999.4 CYLINDER REQUIREMENTS Cylinder Quantity: Cylinder Size (cu ft): INERGEN Agent Supplied (cu ft): 16 439 7024 Page 1 of 2 Ansul INERGEN Design REQUESTED INERGEN AGENT PER AREA (cu ft): INERGEN AGENT PER AREA (cu ft): (From Flow Calculation) ACTUAL INERGEN FLOODING FACTOR CONCENTRATION RANGE CHECK: (Must be Between 37.5% - 42.8% For Ocpd. Spaces) Room Max. Ambient Temp (Fahrenheit) Design Concentration at Max. Temp: DISCHARGE TIME Normal Ambient Temperature (Fahrenheit): Design Concentration at Ambient Temp.: 90% of Agent Discharge Time (Sec): 90% of Agent Discharge Time (Min): AREA 1 7024.0 7024.0 0.474 74 37.9 72 37.8 42.71 0.71 ESTIMATED FLOW RATES: Estimated System Flow Rate: Estimated Orifice Union Pipe Size: Nozzle Quantity: Estimated Nozzle Flow Rate: Estimated Nozzle Pipe Size: Pipe Length Factor (S = Short, L = Long): Pipe Size (Inches): Actual Discharge Time (Sec): (from Nozzle Report) Open Area Required: Wall Strength: Estimated Free Venting Area (Sq Inches): Required Free Venting Area (Sq Inches): (from Flow Report Time) 8880 2.50 3 2960 S 1.25 43.04 Page 2 of 2 Pressure Drop Calculation Equivalent Start End PipeSize Length Length Elevation Tee Start PSIG Term PSIG Flow Rate 1 2 1/2 40 T 38 MFLD 1018 926.2 812 2 3 2 80 T 1 5.8 MFLD 926.2 931.1 812 3 4 2 80 T 1 4.2 MFLD 931.1 931 1624 4 5 2 80 T 1 4.2 MFLD 931 930.8 2436 5 6 2 160T 1 3.8 MFLD 930.8 929 3248.1 6 7 2 160T 1 3.8 MFLD 929 926.8 4060.1 7 8 2 160T 1 3.8 MFLD 926.8 924 4872.1 8 9 2 160T 1 3.8 MFLD 924 920.6 5684.1 9 10 2 160T 1 3.8 MFLD 920.6 915.5 6496.1 10 11 2 160T .5 4.7 MFLD 915.5 911.5 6496.1 11 12 3 160T 1 14.1 1 MFLD 911.5 908.9 12992.2 12 13 Orifice 1.0469 Inches 908.9 407.9 12992.2 13 14 2 1/2 40 T 1.5 1.5 1.5 407.9 534.7 12992.2 14 15 2 1/2 40 T 2.7 8.8 534.7 527.6 12992.2 15 16 2 1/2 40 T 16 22.2 16 527.6 509.6 12992.2 16 17 2 1/2 40 T 41.7 47.8 509.6 468.6 12992.2 17 18 1 1/2 40 T 2 10.1 BULL 468.6 463 4426.4 17 19 2 40 T 2 12.3 BULL 468.6 457.6 8565.8 19 20 1 1/2 40 T 20 28.1 BULL 457.6 434 4282.9 19 21 1 1/2 40 T 20 28.1 BULL 457.6 434 4282.9 18 301 1 1/2 40 T 13.5 17.5 -13.5 463 445.5 4426.4 20 302 1 1/2 40 T 13.5 17.5 -13.5 434 416.6 4282.9 21 303 1 1/2 40 T 13.5 17.5 -13.5 434 416.6 4282.9 Nozzle Performance Start End PipeSize Nozzle Code Cubic Feet Discharged 18 301 1 1/2 40 T .9219 2396.4 20 302 1 1/2 40 T .9375 2313.8 21 303 1 1/2 40 T .9375 2313.8 Total Cubic Feet of Inergen Discharged: 7024 Ninety Percent Discharged in Approximately: 43.04 Seconds Ninety Percent Discharge Pressure is Approximately: 195 PSI Warning: The minimum time required to reach 90% concentration in one or more areas is less than the Actual Discharge Time. Ansul INERGEN Pipe Input Job Number: 98-1970 Designed By: Frank T. Gomez Company Name: Fire Chief Equipment Address: 13300 SE 30th Street Bellevue, WA 98005 Customer Name: Electric Lightwave Address: 13075 Gateway Drive S., Tukwila, WA 98168 Phone Number: Fax Number: Contact Name: Description: Map Room (Design B) 24Qa 4 Start End Connection Length Size Type Manifold Pressure INERGEN Valve 1 2 .001 .500 40T 501 2 3 Elbow 1 1.25 80T 501 3 4 Thru .3 1.25 80T 502 4 5 Elbow .5 1.25 80T 502 5 6 Side 1 1.25 160T 504 6 7 Union 800 7 8 7.6 1.25 40T 8 9 Elbow 45.25 1.25 40T 9 10 Elbow 10.6 1.25 40T 10 301 Elbow 2.6 1.25 40T 1756 Ansul INERGEN Design VOLUME CALCULATIONS Area Name: Length (ft): Width (ft): Height (ft): Area (sq ft): Volume (cu ft): Volume Reductions: Structural Reductions (cu ft): Reduced Volume (cu ft): ROOM MINIMUM AMBIENT TEMP (Fahrenheit DESIGN CONCENTRATION: FLOODING FACTOR: AREA 1 Map Room 19.50 14.67 12.00 286 3433 81.0 3352 68 37.5 0.472 INITIAL INERGEN QUANTITY CALC. INERGEN Quantity (cu ft): 1581.6 ALTITUDE CORRECTION Height Above or Below Sea Level (ft): Factor: ACTUAL INERGEN QTY (cu ft): TOTAL INERGEN QTY (cu ft) 1.00 1581.6 1581.6 CYLINDER REQUIREMENTS Cylinder Quantity: Cylinder Size (cu ft): INERGEN Agent Supplied (cu ft): 4 439 1756 Page 1 of 2 Ansul INERGEN Design REQUESTED INERGEN AGENT PER AREA (cu ft): INERGEN AGENT PER AREA (cu ft): (From Flow Calculation) ACTUAL INERGEN FLOODING FACTOR CONCENTRATION RANGE CHECK: (Must be Between 37.5% - 42.8% For Ocpd. Spaces) Room Max. Ambient Temp (Fahrenheit) Design Concentration at Max. Temp: DISCHARGE TIME Normal Ambient Temperature (Fahrenheit): Design Concentration at Ambient Temp.: 90% of Agent Discharge Time (Sec): 90% of Agent Discharge Time (Min): AREA 1 1756.0 1756.0 0.524 74 41.0 72 40.9 45.00 0.75 ESTIMATED FLOW RATES: Estimated System Flow Rate: Estimated Orifice Union Pipe Size: Nozzle Quantity: Estimated Nozzle Flow Rate: Estimated Nozzle Pipe Size: Pipe Length Factor (S = Short, L = Long): Pipe Size (Inches): Actual Discharge Time (Sec): (from Nozzle Report) Open Area Required: Wall Strength: Estimated Free Venting Area (Sq Inches): Required Free Venting Area (Sq Inches): (from Flow Report Time) 2107 1.25 1 2107 S 1.25 44.83 Page 2 of 2 Pressure Drop Calculation Equivalent Start End PipeSize Length Length Elevation Tee Start PSIG Term PSIG Flow Rate 1 2 1/2 40 T 38 MFLD 1018 933.4 779.8 2 3 1 1/4 80 T 1 4.2 MFLD 933.4 937.1 779.8 3 4 1 1/4 80 T .3 2.4 MFLD 937.1 935.7 1559.6 4 5 1 1/4 80 T .5 3.7 MFLD 935.7 934.9 1559.6 5 6 1 1/4 160T 1 6.8 1 MFLD 934.9 920.7 3119.3 6 7 Orifice .5000 Inches 920.7 350.7 3119.3 7 8 1 1/4 40 T 7.6 7.6 7.6 350.7 502 3119.3 8 9 1 1/4 40 T 45.3 48.7 502 449.1 3119.3 9 10 1 1/4 40 T 10.6 14.1 449.1 433.1 3119.3 10 301 1 1/4 40 T 2.6 6 -2.6 433.1 426.1 3119.3 Nozzle Performance Start End PipeSize Nozzle Code Cubic Feet Discharged 10 301 1 1/4 40 T .7813 1756 Total Cubic Feet of Inergen Discharged: 1756 Ninety Percent Discharged in Approximately: 44.83 Seconds Ninety Percent Discharge Pressure is Approximately: 195 PSI Ansul INERGEN Pipe Input Job Number: 98-1970 Designed By: Company Name: Address: Customer Name: Address: Phone Number: Fax Number: Contact Name: Frank T. Gomez Fire Chief Equipment 13300 SE 30th Street Bellevue, WA 98005 Electric Lightwave 13075 Gateway Drive S., Tukwila, WA 98168 Description: Electrical Room (Zone 7) Start End Connection Length Size 1 2 .001 .500 40T 2 3 Elbow 1 1.50 80T 3 4 Thru 1 1.50 80T 4 5 Thru .5 1.50 80T 5 6 Elbow .5 1.50 160T 6 7 Side 1 1.50160T 7 8 Union 8 9 7.6 1.50 40T 9 10 Elbow 2 1.50 40T 10 11 Elbow 13.5 1.50 40T 11 301 Elbow 2.6 1.50 40T Type Manifold Pressure INERGEN Valve 501 501 502 503 506 506 850 2634 Ansul INERGEN Design VOLUME CALCULATIONS Area Name: Length (ft): Width (ft): Height (ft): Area (sq ft): Volume (cu ft): Volume Reductions: Structural Reductions (cu ft): Reduced Volume (cu ft): ROOM MINIMUM AMBIENT TEMP (Fahrenheit DESIGN CONCENTRATION: FLOODING FACTOR AREA 1 Electrical Room 27.00 22.25 12.00 601 7209 1972.0 5237 68 37.5 0.472 INITIAL INERGEN QUANTITY CALC. INERGEN Quantity (cu ft): 2471.2 ALTITUDE CORRECTION Height Above or Below Sea Level (ft): Factor: ACTUAL INERGEN QTY (cu ft): TOTAL INERGEN QTY (cu ft) 1.00 2471.2 2471.2 CYLINDER REQUIREMENTS Cylinder Quantity: Cylinder Size (cu ft): INERGEN Agent Supplied (cu ft): 6 439 2634 Page 1 of 2 Ansul INERGEN Design REQUESTED INERGEN AGENT PER AREA (cu ft): INERGEN AGENT PER AREA (cu ft): (From Flow Calculation) ACTUAL INERGEN FLOODING FACTOR CONCENTRATION RANGE CHECK: (Must be Between 37.5% - 42.8% For Ocpd. Spaces) Room Max. Ambient Temp (Fahrenheit) Design Concentration at Max. Temp: DISCHARGE TIME Normal Ambient Temperature (Fahrenheit): Design Concentration at Ambient Temp.: 90% of Agent Discharge Time (Sec): 90% of Agent Discharge Time (Min): AREA 1 2634.0 2634.0 0.503 74 39.7 72 39.6 45.00 0.75 ESTIMATED FLOW RATES: Estimated System Flow Rate: Estimated Orifice Union Pipe Size: Nozzle Quantity: Estimated Nozzle Flow Rate: Estimated Nozzle Pipe Size: Pipe Length Factor (S = Short, L = Long): Pipe Size (Inches): Actual Discharge Tune (Sec): (from Nozzle Report) Open Area Required: Wall Strength: Estimated Free Venting Area (Sq Inches): Required Free Venting Area (Sq Inches): (from Flow Report Time) 3161 1.25 1 3161 S 1.25 43.02 Page 2 of 2 Pressure Drop Calculation Equivalent Start End PipeSize Length Length Elevation Tee Start PSIG Term PSIG Flow Rate 1 2 1/2 40 T 38 MFLD 1018 929.4 797.7 2 3 1 1/2 80 T 1 4.8 MFLD 929.4 934.3 797.7 3 4 1 1/2 80 T 1 3.5 MFLD 934.3 933 1595.4 4 5 1 1/2 80 T .5 3 MFLD 933 932.4 2393.1 5 6 1 1/2 160T .5 3.8 MFLD 932.4 919.5 4786.1 6 7 1 1/2 160T 1 7.7 1 MFLD 919.5 907.7 4786.1 7 8 Orifice .6250 Inches 907.7 371.7 4786.1 8 9 1 1/2 40 T 7.6 7.6 7.6 371.7 509.9 4786.1 9 10 1 1/2 40 T 2 6 509.9 503.3 4786.1 10 11 1 1/2 40 T 13.5 17.5 503.3 484.2 4786.1 11 301 1 1/2 40 T 2.6 6.6 -2.6 484.2 477 4786.1 Nozzle Performance Start End PipeSize Nozzle Code Cubic Feet Discharged 11 301 1 1/2 40 T .9219 2634 Total Cubic Feet of Inergen Discharged: 2634 Ninety Percent Discharged in Approximately: 43.02 Seconds Ninety Percent Discharge Pressure is Approximately: 195 PSI J 4cts- S_ZSt WASHINGTON SURVEYING AND RATING BUREAU 2003 Western Avenue, Suite 300 Seattle, Washington 98121-2190 (206) 441-6676 FAX (206) 728-2864 October 12, 1998 PLAN SHEETS 1-3 of 3 SUBJECT Electric Lightwave - tenant improvement 13075 Gateway Drive 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. 1. Acceptance is subject to provision of plans for detection system. 2. Pipe all drains to a safe point of discharge outside. If discharging drains to floor drains inside the building, the floor drain should be capable of accepting the full discharge of the main drain and test pipe when fully open. 3. Extend sprinkler protection to blind spaces above ceilings if areas contain combustible construction, insulation, plastic drain plumbing, motorized equipment, wiring not in conduit, or if used as a return air plenum, and to all areas including exterior eaves, soffits, canopies, and to roof skylights. e- tc. ACC PTtD ry _` . I SURVEYING ktii1 its;. . St...1111E, 1114,SP!' *i.*.5 ^t c �s et 1 • 31 L,-ar scce�:. . LL U'1'kt1C: L1(H'1'WHVL Job Name: Location: Drawing Date: Contractor: Drawing Date:9-28-98 HYDRAULIC DESIGN INFORMATION ELECTRIC LIGHTWAVE 13075 GATEWAY DRIVE TUKWILA, WA 9-28-98 McKinstry Co. 5005 3rd Ave. South Seattle, WA 98124 SHEET 10/ 6/98 15:43 6W -S -zs� Remote Area Number: 2 Telephone:206-762-3311 Designer: KF Calculated By:SprinkCALC CSC Systems & Design Construction: COMBUSTIBLE/NON-COMBUSTIBLE Occupancy:ORDINARY Reviewing Authorities:TUKWILA FIRE MARSHAL SYSTEM DESIGN Code:NFPA13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 3900 sq ftl Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 0.13 130 sq ft{ 0 gpm } 0 gpm Sprinkler or Nozzle Make:RELIABLE Model:G Size:1/2" K -Factor: 5.60 Temperature Rating:165 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 245.0 psi Required: 44.0 @ BOR WATER SUPPLY Water Flow Test Date of Test 1989 Static Pressure 150.0 psi Residual Pres 94.0 psi At a Flow of 5160 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SCOTT WEBSTER OF WSRB SYSTEM VOLUME 241 Gallons Notes: �Lr,Lir it Llliri'1'WKVt Drawing Date:9-Zti-9 10/ 6/98 15:43 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 245 27.1 ps: Elevation Change 32'6" 14.1 1 Pipe 4" 10x21 Grvd 100' 100 4.260 245 1.8 7 4" Grvd 90 Ell 14' 100 6.000 245 0.4 1 4" Grvd Butterfly Valve CSC "BFV" 10' 100 6.000 245 0.0 1 4" CENTRAL PREACTION VALVE CHART LOSS 245 0.6 1 8" Flngd Gate Valve 4' 120 8.000 245 0.0 1 8" Grvd Tee 35' 120 8.000 245 0.0 Total Loss for 16.9 ps: Hydr Ref R1 Required at 245 44.0 ps Water Source150.0 psi static, 94.0 psi residual @ 5160 gpm 245 gpm 149.8 ps: SAFETY PRESSURE 105.8 ps: Available Pressure of 149.8 psi Exceeds Required Pressure of 41.9 psi This is a safety margin of 107.9 psi or 72 % of Supply Maximum Water Velocity is 12.4 fps LLLLittJL L1W1tWk VL REMOTE AREA #2 FLOW (GPM) Drawing Date:9-l6-96 10/ 6/98 15:43 # OF LENGTH PIPE FITS FEET PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 1 TO 22 HEAD 1 16.5 1" 0.18 gpm/sq ft 1.049" K = 5.60 16.5 100 40 1 0 1 0 0 2'3" 5'0" 7'3" 6.2 fps 0.128 6" 7.8 0.9 0.2 7.8 7.8 -43" 0.0 -0.9 43" 7.8 8.7 17" REF 23 11" z 1.752" 16.5 100 SF O 0 O 0 0 5'11" 0" 5'11" 2.2 fps 0.011 0" 8.9 0.1 0.0 REF 22 16.5 gpm PATH 5 K = 5.51 PATH 6 FROM HYDRAULIC REFERENCE 4 TO 20 9.0 psi HEAD 4 16.5 1" 0.13 gpm/sq ft 1.049" K = 5.60 16.5 100 40 1 0 5'3" 1 0 5'0" fl 10'3" 6.2 fps 0.128 6" 7.8 1.3 0.2 7.8 7.8 -43" 0.0 -0.9 43" 7.8 8.7 17" REF 20 16.5 gpm PATH 6 K = 5.41 PATH 7 FROM HYDRAULIC REFERENCE 11 TO A4 9.3 psi HEAD 11 16.6 1" 0.21 gpm/sq ft 1.049" K = 5.60 16.6 100 40 1 0 1 0 0 4'8" 5'0" 98�� 6.2 fps 0.129 0" 7.8 1.2 0.0 7.8 7.8 -43" 0.0 -0.9 43" 7.8 8.8 17" REF 36 16.6 1" PATH 8 1.049" K = 5.52 33.2 100 40 0 0 1 0 0 6" 12.4 fps 3'7" 0.466 4'1" 6" 9.1 1.9 0.2 9.1 0.0 9.1 REF 35 11" Z 1.752" 33.2 100 SF O 0 O 0 0 15'1" 0" 15'1" 4.5 fps 0.038 0" 11.2 0.6 0.0 REF 34 11" z 1.752" 33.2 100 DF O 0 1 0 0 2'4" 5'9" 8'1" 4.5 fps 0.038 0" 11.8 0.3 0.0 CONTINUED 12.1 psi LJJ Ll..1 L11� LJ1lJi11 YY L'1VL L%LdWJng 10/ b/98 15:43 REMOTE AREA #2 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 11 TO A4 CONTINUED REF B2 18.6 21" 0 0 11'2" 2.9 fps 12.1 12.1 PATH 12 2.731" 0 0 0" 0.010 0.1 0.0 K = 5.35 51.8 100 DF 0 11'2" 0" 0.0 12.1 REF B3 18.3 22" 0 0 5'3" 3.9 fps 12.2 12.2 PATH 11 2.731" 1 0 8'7" 0.018 0.2 0.0 K = 5.23 70.1 100 DF 0 13'10" 0" 0.0 12.2 REF A4 70.1 gpm PATH 7 K = 19.87 12.4 psi PATH 8 FROM HYDRAULIC REFERENCE 10 TO 36 HEAD 10 16.6 1" 1 0 4'1" 6.2 fps 7.9 7.9 7.9 -43" 0.16 gpm/sq ft 1.049" 1 0 5'0" 0.130 1.2 0.0 -0.9 43" K = 5.60 16.6 100 40 0 9'1" 0" 0.0 7.9 8.8 17" REF 36 16.6 gpm PATH 8 K = 5.52 9.1 psi PATH 9 FROM HYDRAULIC REFERENCE 5 TO 26 HEAD 5 16.7 1" 1 0 3'1" 6.3 fps 8.0 8.0 8.0 -43" 0.14 gpm/sq ft 1.049" 1 0 5'0" 0.131 1.1 0.0 -0.9 43" K = 5.60 16.7 100 40 0 8'1" 6" 0.2 8.0 8.9 17" REF 27 11" 0 0 5'11" 2.2 fps 9.3 1.752" 0 0 0" 0.011 0.1 16.7 100 SF 0 5'11" 0" 0.0 REF 26 16.7 gpm PATH 9 K = 5.47 9.3 psi PATH 10 FROM HYDRAULIC REFERENCE 8 TO A3 HEAD 8 17.9 1" 1 0 0.30 gpm/sq ft 1.049" 1 0 K = 5.60 17.9 100 40 0 4'5" 6.7 fps 9.5 9.5 9.5 -43" 5'0" 0.149 1.4 0.0 -0.8 43" 9'5" 6" 0.2 9.5 10.3 17" CONTINUED 11.1 psi r,i,: L.irciL i�ilTttiJlcii! Jrawing 1U/ 6/98 15:43 REMOTE AREA #2 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 8 TO A3 CONTINUED REF 29 11" 0 0 6'11" 2.4 fps 11.1 1.752" 0 0 0" 0.012 0.1 17.9 100 SF 0 6'11" 0" 0.0 REF 28 11" 0 0 1.752" 1 0 17.9 100 DF 0 2'4" 51911 81111 2.4 fps 0.012 0" 11.2 0.1 0.0 REF A3 17.9 gpm PATH 10 K = 5.35 11.3 psi PATH 11 FROM HYDRAULIC REFERENCE 9 TO B3 HEAD 9 18.3 1" 1 0 6'10" 6.9 fps 9.9 9.9 9.9 -43" 0.18 gpm/sq ft 1.049" 1 0 5'0" 0.154 1.8 0.0 -0.8 43" K = 5.60 18.3 100 40 0 11'10" 6" 0.2 9.9 10.7 17" REF 38 11" 0 0 15'1" 2.5 fps 11.9 1.752" 0 0 0" 0.013 0.2 18.3 100 SF 0 15'1" 0" 0.0 REF 37 11" 0 0 1.752" 1 0 18.3 100 DF 0 2'4" 519« 8'1" 2.5 fps 0.013 0" 12.1 0.1 0.0 REF B3 18.3 gpm PATH 11 K = 5.23 12.2 psi PATH 12 FROM HYDRAULIC REFERENCE 12 TO B2 HEAD 12 18.6 1" 1 0 3'0" 7.0 fps 10.3 10.3 10.3 -43" 0.24 gpm/sq ft 1.049" 1 0 5'0" 0.159 1.3 0.0 -0.8 43" K = 5.60 18.6 100 40 0 7'11" 6" 0.2 10.3 11.0 17" REF 33 12" 0 0 15'1" 2.5 fps 11.8 1.752" 0 0 0" 0.013 0.2 18.6 100 SF 0 15'1" 0" 0.0 CONTINUED 12.0 psi LLL 1, ix LivtiiWi- V1 LJLciWing i+aLc: -c G-jG O/9 15:43 REMOTE AREA #2 PAGE 6 FLOW # OF LENGTH (GPM) PIPE FITS FEET PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE 12 TO B2 CONTINUED REF 32 1?" 0 0 1.752" 1 0 18.6 100 DF 0 2'4" 5'9" 8'1" 2.5 fps 0.013 0" 12.0 0.1 0.0 REF B1 22" 0 0 11'2" 1.0 fps 12.1 2.731" 0 0 0" 0.002 0.0 18.6 100 DF 0 11'2" 0" 0.0 REF B2 18.6 gpm PATH 12 K = 5.35 12.1 psi PATH 13 FROM HYDRAULIC REFERENCE 14 TO A6 HEAD 14 20.6 1" 1 0 1'0" 7.7 fps 9.8 9.8 9.8 -224" 0.26 gpm/sq ft 1.049" 1 0 5'0" 0.193 1.2 0.0 -3.8 224" K = 5.60 20.6 100 40 0 6'0" 6" 0.2 9.8 13.6 43" REF 30 20.6 2" 1 0 34'1" 3.4 fps 11.2 11.2 PATH 14 2.227" 1 0 10'8" 0.018 0.8 0.1 K = 6.16 41.3 100 DF 0 44'10" 3'8" 1.6 11.1 REF A6 41.3 gpm PATH 13 K = 11.19 13.6 psi PATH 14 FROM HYDRAULIC REFERENCE 13 TO 30 HEAD 13 20.6 1" 1 0 1'0" 7.7 fps 9.8 9.8 9.8 -224" 0.26 gpm/sq ft 1.049" 1 0 5'0" 0.193 1.2 0.0 -3.8 224" K = 5.60 20.6 100 40 0 6'0" 6" 0.2 9.8 13.6 43" REF 31 2" 0 0 10'3" 1.7 fps 11.2 2.227" 0 0 0" 0.005 0.1 20.6 100 DF 0 10'3" 0" 0.0 REF 30 20.6 gpm PATH 14 K = 6.16 11.2 psi LLL11J.L LlvtYlirvEiVL Job Name: Location: LIraw1ng Late:-zb-`ib HYDRAULIC DESIGN INFORMATION SHEET ELECTRIC LIGHTWAVE TUKWILA, WA Drawing Date: 9-28-98 Contractor: McKinstry Co. 5005 3rd Ave. South Seattle, WA 98124 1U/ 5/93 9:42 Remote Area Number: 1 Telephone:206-762-3311 Designer: KF Calculated By:SprinkCALC CSC Systems & Design Construction: COMBUSTIBLE Occupancy:ORDINARY Reviewing Authorities:TUKWILA FIRE MARSHAL/WSRB SYSTEM DESIGN Code:NFPA13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 3900 sq ftl Density (gpm/sq ft) 0.13 Area per Sprinkler 130 sq ftl Hose Allowance Inside 0 gpm Hose Allowance Outside 0 gpm Sprinkler or Nozzle Make:CSC Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 38 Flowing Outlets gpm Required: 640.4 psi Required: 78.2 @ BOR WATER SUPPLY Water Flow Test Date of Test 1989 Static Pressure 150.0 Residual Pres 94.0 At a Flow of 5160 Elevation 0" psi psi gpm Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SCOTT WEBSTER OF WSRB SYSTEM VOLUME 334 Gallons Notes: LS..L�. 11\1V Li Vlll VVC]VL L1 CLW.Lity HYDRAULIC CALCULATION DETAILS 1U/ 3/J0 y:4G HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 640 38.7 psi Elevation Change 32'6" 14.1 1 Pipe 4" DFx24 America Dyna -Flow 100' 100 4.328 640 11.2 7 4" Grvd 90 Ell 10' 100 4.000 640 11.5 1 4" Grvd Butterfly Valve CSC "BFV" 14' 100 4.000 640 2.3 1 4" FG Dry Valve CSC "AG" CHART LOSS 640 0.3 1 8" Flngd Gate Valve CSC "722U" 4' 120 8.000 640 0.0 1 8" Grvd Tee 35' 120 8.000 640 0.1 Total Loss for 39.5 psi Hydr Ref R1 Required at BOR 640 78.2 psi Water Source150.0 psi static, 94.0 psi residual @ 5160 gpm 640 gpm 148.8 psi SAFETY PRESSURE 70.7 psi Available Pressure of 148.8 psi Exceeds Required Pressure of 78.2 psi This is a safety margin of 70.7 psi or 47 % of Supply Maximum Water Velocity is 14.1 fps ALL.\. LSl11. 1L1 urilv4r1VL ul QW.Llly LJaLe; --Go-7o HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND 10/ 5/9 9:42 Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID -4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID-4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths iLC,LittlL LlunIw Vt, REMOTE AREA #1 FLOW (GPM) Drawing Uate: 9-LtS-yd # OF LENGTH PIPE FITS FEET 10/ 5/98 9:42 PAGE 1 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 28 TO W (PRIMARY PATH) HEAD 28 17.1 1" 3 0 0.19 gpm/sq ft 1.049" 1 0 K = 5.60 17.1 100 40 0 18'10" 7'10" 26'9" 6.4 fps 0.137 -15'10" 9.0 3.7 -6.9 9.0 9.0 -24" 0.0 -0.4 24" 9.0 9.4 17" REF 72 2" 0 0 2.227" 0 0 17.1 100 SF 0 9'9" 0" 9'9" 1.4 fps 0.004 0" 5.8 0.0 0.0 REF 71 17.5 2" 0 0 PATH 35 2.227" 1 0 K = 7.30 34.6 100 SF 0 3'0" 2.9 fps 7'2" 0.013 10'2" 0" 5.8 0.1 0.0 5.8 0.1 5.7 REF 65 82.4 2" 0 0 PATH 8 2.227" 1 0 K =33.85 117.0 100 DF 0 3'4" 7'2" 10'6" 9.7 fps 0.122 3'4" 5.9 1.3 1.4 5.9 0.0 5.9 REF A4 368.7 4" 0 PATH 3 4.328" 0 K =120.22 485.7 100 DF 0 0 0 11'2" 10.7 fps 0" 0.067 11'2" 0" 9.4 9.4 0.7 0.8 0.0 8.7 REF A5 117.5 4" 0 0 PATH 2 4.328" 0 0 K =39.20 603.2 100 DF 0 11'2" 13.3 fps 0" 0.100 11'2" 0" 10.2 10.2 1.1 1.2 0.0 9.0 REF A6 37.2 4" 4 0 PATH 37 4.328" 0 0 K =11.79 640.4 100 DF 0 121'7" 14.1 fps 28'7" 0.112 150'1" 24'6" 11.3 11.3 16.8 1.3 10.6 10.0 REF W 640.4 gpm PATH 1 K = 102.97 PATH 2 FROM HYDRAULIC REFERENCE 35 TO A5 38.7 psi HEAD 35 17.3 1" 3 0 0.16 gpm/sq ft 1.049" 1 0 K = 5.60 17.3 100 40 0 19'8" 7'10" 27'6" 6.5 fps 0.139 -16'2" 9.1 3.8 -7.0 9.1 9.1 -24" 0.0 -0.4 24" 9.1 9.5 17" CONTINUED 5.9 psi Ll l3ttl VJriV L' REMOTE AREA #1 FLOW (GPM) LJ wiiiy Lai C: S -Gu -7th # OF LENGTH PIPE FITS FEET iU/ 9:4L PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 35 TO A5 CONTINUED REF 80 2" 0 0 2.227" 0 0 17.3 100 SF 0 9,9" 0" 9'9," 1.4 fps 0.004 0" 5.9 0.0 0.0 REF 79 17.6 2" PATH 36 2.227" K = 7.24 34.8 100 SF 0 0 1 0 0 3'0" 7'2" 10'2" 2.9 fps 0.013 0" 5.9 0.1 0.0 5.9 0.1 5.9 REF 73 82.7 2" PATH 15 2.227" K =33.59 117.5 100 DF 0 0 1 0 0 3'8" 9.8 fps 7'2" 0.123 10'10" 3'8" 6.1 1.3 1.6 6.1 0.0 6.1 REF A5 117.5 gpm PATH 2 K = 39.20 PATH 3 FROM HYDRAULIC REFERENCE 3 TO A4 9.0 psi HEAD 3 16.3 1" 0.14 gpm/sq ft 1.049" K = 5.60 16.3 100 40 1 0 1 0 0 4'3" 5'0" 91311 6.1 fps 0.124 6" 3.3 1.2 0.2 3.3 3.3 -206" 0.0 -5.1 206" 3.3 8.4 17" REF 43 32.7 2" PATH 4 2.227" K =14.94 49.0 100 SF 0 0.. 0 0 0 16'0" 0" 16'0" 4.1 fps 0.024 0" 4.8 0.4 0.0 4.8 0.1 4.7 REF 42 16.5 2" 0 0 PATH 11 2.227" 0 0 K = 7.38 65.5 100 SF 0 8'0" 0" 8'0" 5.4 fps 0.042 0" 5.2 0.3 0.0 5.2 0.2 5.0 REF 41 16.8 2" 0 0 PATH 22 2.227" 1 0 K = 7.33 82.3 100 SF 0 5'0" 7'2" 12'2" 6.8 fps 0.064 0" 5.5 0.8 0.0 5.5 0.3 5.2 REF 40 51.5 2" PATH 27 2.227" K =20.52 133.8 100 DF 0 0 1 0 0 2'2" 11.1 fps 7'2" 0.157 9'3" 2'2" 6.3 1.5 0.9 6.3 0.0 6.3 CONTINUED 8.7 psi ZLj L1 rCil L1Li111'YYA �/� REMOTE AREA #1 FLOW (GPM) iiid'wiile: i-4 -o # OF LENGTH PIPE FITS FEET 1U/ o/93 9:42 PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 3 TO A4 CONTINUED REF Al 4" 4.328" 133.8 100 DF 0 0 0 0 0 11'0" 0" 11'0" 2.9 fps 0.006 0" 8.7 0.1 0.0 REF A2 117.7 4" 0 0 PATH 6 4.328" 0 0 K =40.27 251.5 100 DF 0 11'0" 0" 11'0" 5.5 fps 0.020 0" 8.7 0.2 0.0 8.7 0.2 8.5 REF A3 117.2 4" 0 0 PATH 7 4.328" 0 0 K =40.13 368.7 100 DF 0 11'0 8.1 fps 0" 0.040 11'0" 0" 9.0 0.4 0.0 9.0 0.4 8.5 REF A4 368.7 gpm PATH 3 K = 120.22 PATH 4 FROM HYDRAULIC REFERENCE 2 TO 43 9.4 psi HEAD 2 16.4 1" 1 0 0.14 gpm/sq ft 1.049" 1 0 K = 5.60 16.4 100 40 0 3'0" 5'0" 8'0" 6.1 fps 0.126 6" 3.4 1.0 0.2 3.4 3.4 -206" 0.0 -5.1 206" 3.4 8.5 17" REF 44 16.4 2" PATH 5 2.227" K = 7.55 32.7 100 SF O 0 0 0 0 8'0" 0" 8'0" 2.7 fps 0.012 0" 4.7 0.1 0.0 4.7 0.0 4.7 REF 43 32.7 gpm PATH 4 K = 14.94 PATH 5 FROM HYDRAULIC REFERENCE 1 TO 44 4.8 psi HEAD 1 16.4 1" 0.13 gpm/sq ft 1.049" K = 5.60 16.4 100 40 2 0 O 0 0 5'0" 2'10" 7'11" 6.1 fps 0.126 6" 3.5 1.0 0.2 3.5 3.5 -206" 0.0 -5.1 206" 3.5 8.6 17" REF 45 2" 2.227" 16.4 100 SF O 0 0 0 0 13'8" 0" 13'8" 1.4 fps 0.003 0" 4.7 0.0 0.0 REF 44 16.4 gpm PATH 5 K = 7.55 4.7 psi l�jJ L' lill �. i.i. tit w. L7VL REMOTE AREA #1 FLOW (GPM) liL Wiii' iidLam: -GO-io # OF LENGTH PIPE FITS FEET iU/ 5/9t3 9:42 PAGE 4 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 10 TO A2 HEAD 10 16.4 1" 0.16 gpm/sq ft 1.049" K = 5.60 16.4 100 40 1 0 1 0 0 3,9,, 5'0" 8'9" 6.1 fps 0.126 6" 3.3 1.1 0.2 3.3 3.3 -210" 0.0 -5.2 210" 3.3 8.5 17" REF 52 PATH 10 K =15.15 32.9 2" 2.227" 49.3 100 SF O 0 0 0 0 16'0" 0" 16'0" 4.1 fps 0.025 0" 4.7 0.4 0.0 4.7 0.1 4.6 REF 51 16.6 2" PATH 16 2.227" K = 7.48 65.9 100 SF O 0 0 0 0 8'0 5.5 fps 0" 0.042 8'0" 0" 5.1 0.3 0.0 5.1 0.2 4.9 REF 50 16.9 2" PATH 24 2.227" K = 7.44 82.7 100 SF 0 0 1 0 0 5'0" 7'2" 12'2" 6.9 fps 0.065 0" 5.5 0.8 0.0 5.5 0.3 5.1 REF 49 35.0 2" 0 0 PATH 31 2.227" 1 0 K =13.99 117.7 100 DF 0 2'7" 7'2" 91811 9.8 fps 0.124 2'7" 6.2 1.2 1.1 6.2 0.0 6.2 REF A2 117.7 gpm PATH 6 K = 40.27 PATH 7 FROM HYDRAULIC REFERENCE 17 TO A3 8.5 psi HEAD 17 16.3 1" 0.16 gpm/sq ft 1.049" K = 5.60 16.3 100 40 1 0 1 0 0 31511 5'0" 8'5" 6.1 fps 0.125 6" 3.1 1.1 0.2 3.1 3.1 -216" 0.0 -5.4 216" 3.1 8.5 17" REF 60 32.7 2" PATH 9 2.227" K =15.41 49.0 100 SF 0 0 0 0 0 16'0" 0" 16'0" 4.1 fps 0.024 0" 4.5 0.4 0.0 4.5 0.1 4.4 REF 59 16.6 2" PATH 17 2.227" K = 7.64 65.6 100 SF O 0 O 0 0 8'0" 0" 8'0" 5.5 fps 0.042 0" 4.9 0.3 0.0 4.9 0.2 4.7 CONTINUED 5.2 psi iL�< ifiil Dluniwtivi.' REMOTE AREA #1 FLOW (GPM) Drawing Date: -Lc- 6 # OF PIPE FITS LENGTH FEET 10/ 5/98 9:42 PAGE 5 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 17 TO A3 CONTINUED REF 58 16.7 2" 0 0 PATH 25 2.227" 1 0 K = 7.53 82.3 100 SF 0 5'0" 7'2" 12'2" 6.8 fps 0.064 0" 5.2 0.8 0.0 5.2 0.3 4.9 REF 57 34.9 2" PATH 33 2.227" K =14.26 117.2 100 DF 0 0 1 0 0 3'0" 7'2" 10'1" 9.7 fps 0.123 3'0" 6.0 1.2 1.3 6.0 0.0 6.0 REF A3 117.2 gpm PATH 7 K = 40.13 PATH 8 FROM HYDRAULIC REFERENCE 24 TO 65 8.5 psi HEAD 24 16.3 1" 0.16 gpm/sq ft 1.049" K = 5.60 16.3 100 40 1 0 1 0 0 3'5" 5'0" 8'5" 6.1 fps 0.125 6" 3.0 1.1 0.2 3.0 3.0 -220" 0.0 -5.5 220" 3.0 8.5 17" REF 68 32.7 2" 0 0 PATH 13 2.227" 0 0 K =15.58 49.1 100 SF 0 16'0" 0" 16'0" 4.1 fps 0.025 0" 4.4 0.4 0.0 4.4 0.1 4.3 REF 67 16.6 2" 0 0 PATH 19 2.227" 0 0 K = 7.72 65.6 100 SF 0 . 8'0" 0" 8'0" 5.5 fps 0.042 0" 4.8 0.3 0.0 4.8 0.2 4.6 REF 66 16.7 2" 0 0 PATH 26 2.227" 1 0 K = 7.61 82.4 100 SF 0 5'0" 7'2" 12'2" 6.9 fps 0.064 0" 5.1 0.8 0.0 5.1 0.3 4.8 REF 65 82.4 gpm PATH 8 K = 33.85 PATH 9 FROM HYDRAULIC REFERENCE 15 TO 60 5.9 psi HEAD 15 16.4 1" 2 0 0.15 gpm/sq ft 1.049" 0 0 K = 5.60 16.4 100 40 0 4'4" 2'10" 7'2" 6.1 fps 0.126 6" 3.2 0.9 0.2 3.2 3.2 -216" 0.0 -5.3 216" 3.2 8.6 17" CONTINUED 4.4 psi i L1LitLL . Llvrii fu4iVL" REMOTE AREA #1 Drawing ilate:9-L8-98 10/ 5/98 9:42 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 15 TO 60 CONTINUED REF 62 2" 0 0 13'8" 1.4 fps 4.4 2.227" 0 0 0" 0.003 0.0 16.4 100 SF 0 13'8" 0" 0.0 REF 61 16.3 2" 0 0 8'0" 2.7 fps PATH 14 2.227" 0 0 0" 0.012 K = 7.80 32.7 100 SF 0 8'0" 0" REF 60 32.7 gpm 4.4 0.1 0.0 4.4 0.0 4.4 PATH 9 K = 15.41 4.5 psi PATH 10 FROM HYDRAULIC REFERENCE 8 TO 52 HEAD 8 16.4 1" 2 0 4'7" 6.2 fps 3.4 3.4 3.4 -210" 0.15 gpm/sq ft 1.049" 0 0 2'10" 0.127 0.9 0.0 -5.2 210" K = 5.60 16.4 100 40 0 7'5" 6" 0.2 3,4 8.6 17" REF 54 2" 0 0 13'8" 1.4 fps 4.6 2.227" 0 0 0" 0.003 0.0 16.4 100 SF 0 13'8" 0" 0.0 REF 53 16.5 2" 0 0 PATH 12 2.227" 0 0 K = 7.70 32.9 100 SF 0 REF 52 32.9 gpm 8'0" 0" 8'0" 2.7 fps 0.012 0" 4.6 0.1 0.0 4.6 0.0 4.6 PATH 10 K = 15.15 4.7 psi PATH 11 FROM HYDRAULIC REFERENCE 4 TO 42 HEAD 4 16.5 1" 1 0 4'1" 6.2 fps 3.6 3.6 3.6 -206" 0.14 gpm/sq ft 1.049" 1 0 5'0" 0.128 1.2 0.0 -5.1 206" K = 5.60 16.5 100 40 0 9'1" 6" 0.2 3.6 8.7 17" REF 42 16.5 gpm PATH 11 K = 7.38 5.0 psi L,Lli\1l. REMOTE AREA #1 FLOW (GPM) iiidwiny 1Jcdte:9-z -jt5 10/ 5/98 9:42 # OF LENGTH PIPE FITS FEET PAGE 7 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 12 FROM HYDRAULIC REFERENCE 9 TO 53 HEAD 9 16.5 1" 0.16 gpm/sq ft 1.049" 1 0 1 0 K = 5.60 16.5 100 40 0 REF 53 16.5 gpm 2'1" 5'0" 7'1" 6.2 fps 0.127 6" 3.5 3.5 3.5 -210" 0.9 0.0 -5.2 210" 0.2 3.5 8.7 17" PATH 12 K = 7.70 PATH 13 FROM HYDRAULIC REFERENCE 22 TO 68 4.6 psi HEAD 22 16.4 1" 2 0 0.15 gpm/sq ft 1.049" 0 0 K = 5.60 16.4 100 40 0 4'4" 2'10" 7'2" 6.2 fps 0.127 6" 3.2 3.2 3.2 -220" 0.9 0.0 -5.5 220" 0.2 3.2 8.6 17" REF 70 2" 2.227" 16.4 100 SF REF 69 16.3 2" PATH 18 2.227" K = 7.89 32.7 100 SF 0 0 0 0 0 13'8" 0" 13'8" 1.4 fps 0.003 0" 4.3 0.0 0.0 0 0 0 0 0 81011 0" 8'0" 2.7 fps 0.012 0" 4.3 0.1 0.0 4.3 0.0 4.3 REF 68 32.7 gpm PATH 13 K = 15.58 PATH 14 FROM HYDRAULIC REFERENCE 16 TO 61 HEAD 16 16.3 1" 0.16 gpm/sq ft 1.049" K = 5.60 16.3 100 40 4.4 psi 1 0 1'4" 1 0 5'0" 0 6'4" 6.1 fps 0.125 6" 3.4 0.8 0.2 3.4 3.4 -216" 0.0 -5.1 216" 3.4 8.5 43" REF 61 16.3 gpm PATH 14 K = 7.80 PATH 15 FROM HYDRAULIC REFERENCE 31 TO 73 4.4 psi HEAD 31 16.3 1" 0.15 gpm/sq ft 1.049" K = 5.60 16.3 100 40 1 0 1 0 0 3'10" 5'0" 8'9" 6.1 fps 0.125 6" 3.1 3.1 3.1 -224" 1.1 0.0 -5.3 224" 0.2 3.1 8.5 43" CONTINUED 4.5 psi REMOTE AREA #1 iii ciWJ iiy lia; e: -its-its 10/ 5/98 9:42 PAGE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 15 FROM HYDRAULIC REFERENCE 31 TO 73 CONTINUED REF 76 33.1 2" 0 0 16'0" 4.1 fps 4.5 4.5 PATH 20 2.227" 0 0 0" 0.025 0.4 0.1 K =15.54 49.4 100 SF 0 16'0" 0" 0.0 4.4 REF 75 16.5 2" 0 0 8'0" 5.5 fps 4.9 4.9 PATH 23 2.227" 0 0 0" 0.042 0.3 0.2 K = 7.58 65.9 100 SF 0 8'0" 0" 0.0 4.7 REF 74 16.8 2" 0 0 5'0" 6.9 fps 5.3 5.3 PATH 28 2.227" 1 0 7'2" 0.064 0.8 0.3 K = 7.53 82.7 100 SF 0 12'2" 0" 0.0 5.0 REF 73 82.7 gpm PATH 15 K = 33.59 6.1 psi PATH 16 FROM HYDRAULIC REFERENCE 11 TO 51 HEAD 11 16.6 1" 1 0 3'6" 6.2 fps 3.6 3.6 3.6 -210" 0.16 gpm/sq ft 1.049" 1 0 5'0" 0.129 1.1 0.0 -5.2 210" K = 5.60 16.6 100 40 0 8'6" 6" 0.2 3.6 8.8 17" REF 51 16.6 gpm PATH 16 K = 7.48 4.9 psi PATH 17 FROM HYDRAULIC REFERENCE 18 TO 59 HEAD 18 16.6 1" 1 0 3'2" 6.2 fps 3.4 3.4 3.4 -216" 0.16 gpm/sq ft 1.049" 1 0 5'0" 0.128 1.0 0.0 -5.3 216" K = 5.60 16.6 100 40 0 8'2" 6" 0.2 3.4 8.7 17" REF 59 16.6 gpm PATH 17 K = 7.64 4.7 psi PATH 18 FROM HYDRAULIC REFERENCE 23 TO 69 HEAD 23 16.3 1" 1 0 1'3" 6.1 fps 3.3 3.3 3.3 -220" 0.16 gpm/sq ft 1.049" 1 0 5'0" 0.125 0.8 0.0 -5.2 220" K = 5.60 16.3 100 40 0 6'3" 6" 0.2 3.3 8.5 43" REF 69 16.3 gpm PATH 18 K = 7.89 4.3 psi LZLittt<. Ltviii'WHVG Jrawing llate:9-l8-9 10/ 5/98 9:42 REMOTE AREA #1 PAGE 9 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 19 FROM HYDRAULIC REFERENCE 25 TO 67 HEAD 25 16.6 1" 1 0 3'2" 6.2 fps 3.3 3.3 3.3 -220" 0.16 gpm/sq ft 1.049" 1 0 5'0" 0.129 1.1 0.0 -5.4 220" K = 5.60 16.6 100 40 0 8'2" 6" 0.2 3.3 8.8 17" REF 67 16.6 gpm PATH 19 K = 7.72 4.6 psi PATH 20 FROM HYDRAULIC REFERENCE 29 TO 76 HEAD 29 16.6 1" 2 0 4'8" 6.2 fps 3.2 3.2 3.2 -224" 0.15 gpm/sq ft 1.049" 0 0 2'10" 0.129 1.0 0.0 -5.5 224" K = 5.60 16.6 100 40 0 7'6" 6" 0.2 3.2 8.7 17" REF 78 2" 0 0 13'8" 1.4 fps 4.4 2.227" 0 0 0" 0.003 0.0 16.6 100 SF 0 13'8" 0" 0.0 REF 77 16.6 2" 0 0 8'0" 2.8 fps 4.4 4.4 PATH 21 2.227" 0 0 0" 0.012 0.1 0.1 K = 7.90 33.1 100 SF 0 8'0" 0" 0.0 4.4 REF 76 33.1 gpm PATH 20 K = 15.54 4.5 psi PATH 21 FROM HYDRAULIC REFERENCE 30 TO 77 HEAD 30 16.6 1" 1 0 2'3" 6.2 fps 3.3 3.3 3.3 -224" 0.15 gpm/sq ft 1.049" 1 0 5'0" 0.129 0.9 0.0 -5.5 224" K = 5.60 16.6 100 40 0 7'3" 6" 0.2 3.3 8.8 17" REF 77 16.6 gpm PATH 21 K = 7.90 4.4 psi PATH 22 FROM HYDRAULIC REFERENCE 5 TO 41 HEAD 5 16.8 1" 1 0 2'11" 6.3 fps 4.0 4.0 4.0 -206" 0.14 gpm/sq ft 1.049" 1 0 5'0" 0.131 1.0 0.0 -5.0 206" K = 5.60 16.8 100 40 0 7'11" 6" 0.2 4.0 9.0 17" REF 41 16.8 gpm PATH 22 K = 7.33 5.2 psi L1vi1'W VJ REMOTE AREA #1 FLOW (GPM) Drawing Date:9-2. -96 10/ 5/98 9:42 # OF LENGTH PIPE FITS FEET PAGE 10 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 23 FROM HYDRAULIC REFERENCE 32 TO 75 HEAD 32 16.5 1" 0.15 gpm/sq ft 1.049" K = 5.60 16.5 100 40 1 0 1 0 0 3'7" 5'0" 8'7" 6.2 fps 0.128 6" 3.4 3.4 3.4 -224" 1.1 0.0 -5.3 224" 0.2 3.4 8.7 43" REF 75 16.5 gpm PATH 23 K = 7.58 PATH 24 FROM HYDRAULIC REFERENCE 12 TO 50 4.7 psi HEAD 12 16.9 1" 1 0 0.16 gpm/sq ft 1.049" 1 0 K = 5.60 16.9 100 40 0 2'0" 5'0" 7'0" 6.3 fps 0.133 6" 4.0 4.0 4.0 -210" 0.9 0.0 -5.1 210" 0.2 4.0 9.1 17" REF 50 16.9 gpm PATH 24 K = 7.44 PATH 25 FROM HYDRAULIC REFERENCE 19 TO 58 5.1 psi HEAD 19 16.7 1" 1 0 0.16 gpm/sq ft 1.049" 1 0 K = 5.60 16.7 100 40 0 1'0" 5'0" 6'0" 6.3 fps 0.131 6" 3.9 0.8 0.2 3.9 3.9 -216" 0.0 -5.0 216" 3.9 8.9 43" REF 58 16.7 gpm PATH 25 K = 7.53 PATH 26 FROM HYDRAULIC REFERENCE 26 TO 66 4.9 psi HEAD 26 16.7 1" 0.16 gpm/sq ft 1.049" K = 5.60 16.7 100 40 1 0 1 0 0 1'0" 5'0" 6'0" 6.3 fps 0.131 6" 3.8 0.8 0.2 3.8 3.8 -220" 0.0 -5.1 220" 3.8 8.9 43" REF 66 16.7 gpm PATH 26 K = 7.61 4.8 psi hLLL'ihiL LiUhiWAVL Drawing Date:9-2 -93 10/ 5/98 9:42 REMOTE AREA #1 PAGE 11 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 27 FROM HYDRAULIC REFERENCE 36 TO 40 HEAD 36 17.1 1" 1 0 4'9" 6.4 fps 4.4 4.4 4.4 -205" 0.22 gpm/sq ft 1.049" 1 0 5'0" 0.136 1.3 0.0 -4.9 205" K = 5.60 17.1 100 40 0 9'9" 6" 0.2 4.4 9.3 17" REF 47 17.2 2" 0 0 4'1" 2.9 fps 6.0 6.0 PATH 30 2.227" 0 0 0" 0.013 0.1 0.1 K = 7.05 34.3 100 SF 0 4'1" 0" 0.0 5.9 REF 46 17.2 2" 0 0 3'0 4.3 fps 6.0 6.0 PATH 29 2.227" 1 0 7'2" 0.027 0.3 0.1 K = 7.08 51.5 100 SF 0 10'2" 0" 0.0 5.9 REF 40 51.5 gpm PATH 27 K = 20.52 6.3 psi PATH 28 FROM HYDRAULIC REFERENCE 33 TO 74 HEAD 33 16.8 1" 1 0 0.15 gpm/sq ft 1.049" 1 0 K = 5.60 16.8 100 40 0 2'1" 6.3 fps 3.8 3.8 3.8 -224" 5'0" 0.132 0.9 0.0 -5.2 224" 6" 0.2 3.8 9.0 43" 71111 '1" REF 74 16.8 gpm PATH 28 K = 7.53 5.0 psi PATH 29 FROM HYDRAULIC REFERENCE 6 TO 46 HEAD 6 17.2 1" 1 0 0.17 gpm/sq ft 1.049" 1 0 K = 5.60 17.2 100 40 0 3'1" 6.5 fps 4.6 4.6 4.6 -206" 5'0" 0.138 1.1 0.0 -4.9 206" 8'1" 6" 0.2 4.6 9.4 17" REF 46 17.2 gpm PATH 29 K = 7.08 5.9 psi PATH 30 FROM HYDRAULIC REFERENCE 7 TO 47 HEAD 7 17.2 1" 1 0 3'1" 6.5 fps 4.6 4.6 4.6 -206" 0.19 gpm/sq ft 1.049" 1 0 5'0" 0.139 1.1 0.0 -4.9 206" K = 5.60 17.2 100 40 0 8'1" 6" 0.2 4.6 9.5 17" CONTINUED 6.0 psi 1J .1. 1YY z- 1 JJL Qwlsly UQ.ce: J-Gt7-Cd REMOTE AREA #1 1U/ 5/98 9:42 PAGE 12 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 30 FROM HYDRAULIC REFERENCE 7 TO 47 CONTINUED REF 48 2" 0 0 3'11" 1.4 fps 6.0 2.227" 0 0 0" 0.004 0.0 17.2 100 SF 0 3'11" 0" 0.0 REF 47 17.2 gpm PATH 30 K = 7.05 6.0 psi PATH 31 FROM HYDRAULIC REFERENCE 13 TO 49 HEAD 13 17.5 1" 1 0 2'3" 6.5 fps 4.8 4.8 4.8 -210" 0.17 gpm/sq ft 1.049" 1 0 5'0" 0.142 1.0 0.0 -4.9 210" K = 5.60 17.5 100 40 0 7'3" 6" 0.2 4.8 9.7 17" REF 55 17.5 2" 0 0 3'0" 2.9 fps 6.1 6.1 PATH 32 2.227" 1 0 7'2" 0.013 0.1 0.1 K = 7.08 35.0 100 SF 0 10'2" 0" 0.0 6.1 REF 49 35.0 gpm PATH 31 K = 13.99 6.2 psi PATH 32 FROM HYDRAULIC REFERENCE 14 TO 55 HEAD 14 17.5 1" 1 0 0.19 gpm/sq ft 1.049" 1 0 K = 5.60 17.5 100 40 0 2'3" 6.6 fps 4.8 4.8 4.8 -210" 5'0" 0.142 1.0 0.0 -4.9 210" 7'3" 6" 0.2 4.8 9.8 17" REF 90 2" 0 0 8'0" 1.5 fps 6.1 2.227" 0 0 0" 0.004 0.0 17.5 100 SF 0 8'0" 0" 0.0 REF 55 17.5 gpm PATH 32 K = 7.08 6.1 psi PATH 33 FROM HYDRAULIC REFERENCE 20 TO 57 HEAD 20 17.5 1" 1 0 1'6" 6.5 fps 4.7 4.7 4.7 -216" 0.17 gpm/sq ft 1.049" 1 0 5'0" 0.142 0.9 0.0 -5.0 216" K = 5.60 17.5 100 40 0 6'6" 6" 0.2 4.7 9.7 17" CONTINUED 5.9 psi 41,r,LitUL 141WilW VIL Drawing Date:9-2. -98 10/ 5/98 9:42 REMOTE AREA #1 PAGE 13 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 33 FROM HYDRAULIC REFERENCE 20 TO 57 CONTINUED REF 63 17.5 2" 0 0 3'0" 2.9 fps 5.9 5.9 PATH 34 2.227" 1 0 7'2" 0.013 0.1 0.1 K = 7.21 34.9 100 SF 0 10'2" 0" 0.0 5.8 REF 57 34.9 gpm PATH 33 K = 14.26 6.0 psi PATH 34 FROM HYDRAULIC REFERENCE 21 TO 63 HEAD 21 17.5 1" 1 0 1'6" 6.6 fps 4.7 4.7 4.7 -216" 0.19 gpm/sq ft 1.049" 1 0 5'O" 0.142 0.9 0.0 -5.0 216" K = 5.60 17.5 100 40 0 6'6" 6" 0.2 4.7 9.7 17" REF 64 2" 0 0 8'0" 1.5 fps 5.8 2.227" 0 0 0" 0.004 0.0 17.5 100 SF 0 8'0" 0" 0.0 REF 63 17.5 gpm PATH 34 K = 7.21 5.9 psi PATH 35 FROM HYDRAULIC REFERENCE 27 TO 71 HEAD 27 17.5 1" 1 0 1'6" 6.6 fps 4.6 4.6 4.6 -220" 0.17 gpm/sq ft 1.049" 1 0 5'0" 0.142 0.9 0.0 -5.1 220" K = 5.60 17.5 100 40 0 6'6" 6" 0.2 4.6 9.7 17" REF 71 17.5 gpm PATH 35 K = 7.30 5.7 psi PATH 36 FROM HYDRAULIC REFERENCE 34 TO 79 HEAD 34 17.6 1" 1 0 2'4" 6.6 fps 4.6 4.6 4.6 -224" 0.16 gpm/sq ft 1.049" 1 0 5'0" 0.143 1.0 0.0 -5.2 224" K = 5.60 17.6 100 40 0 7'4" 6" 0.2 4.6 9.8 17" REF 79 17.6 gpm PATH 36 K = 7.24 5.9 psi i L�l.itCll LlioniVutiVt, REMOTE AREA #1 FLOW (GPM) L.rawz,ig Uate:9-I. -9tS # OF LENGTH PIPE FITS FEET 10/ 5/98 9:42 PAGE 14 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 37 FROM HYDRAULIC REFERENCE 37 TO A6 HEAD 37 18.7 1" 0.17 gpm/sq ft 1.049" K = 5.60 18.7 100 40 1 0 1 0 0 4'3" 5'0" 9 3,' 7.0 fps 0.160 6" 6.1 1.5 0.2 6.1 6.1 -228" 0.0 -5.0 228" 6.1 11.1 17" REF 83 2" 2.227" 18.7 100 SF 0 0 0 0 0 8'0" 0" 8'0" 1.6 fps 0.004 0" 7.8 0.0 0.0 REF 82 18.5 2" 0 0 PATH 38 2.227" 1 0 K = 6.63 37.2 100 SF 0 5'0 7'2" 12'2" 3.1 fps 0.015 0" 7.9 0.2 0.0 7.9 0.1 7.8 REF 81 2" 2.227" 37.2 100 DF 0 0 1 0 0 4'0" 7'2" 11'2" 3.1 fps 0.015 4'0" 8.1 0.2 1.7 REF A6 37.2 gpm PATH 37 K = 11.79 PATH 38 FROM HYDRAULIC REFERENCE 38 TO 82 10.0 psi HEAD 38 18.5 1" 0.17 gpm/sq ft 1.049" K = 5.60 18.5 100 40 1 0 1 0 0 3'3" 5'0" 8'3" 6.9 fps 0.158 6" 6.3 6.3 6-.3 -228" 1.3 0.0 -4.7 228" 0.2 6.3 11.0 43" REF 82 18.5 gpm PATH 38 K = 6.63 7.8 psi F I }I CIFI ■ 0 0 0 i T=' 2-02)E0 Op FLAGNOTES © MEZZANINE, NO HIGH CEILING, NON COM6USTIBIE SPACE. NO DETECTION REOUWED ABOVE ATC. PROJECTED BEAM 51.1014E DETECTORS SHLLL 8E INSTALLED 5' 6ELOW 179E CEILING. THE INSTALLER SHALL REFER TO THE INSULATION INSTRUCTIONS FROM THE MANUFACTURER. REMOTE TEST STATIONS ARE SHOWN ON SHEET 2 AT HE WALLS. C f2J0f I/ (02131 0 2191 0278) 12,071 02141 11 Lt (02211 (0772) (�1 (0277) 2.7 N 2 t CONIROL RELAY TO SHUTDOWN AC -5 THE ROOF WHEN MAP ROOM 1 •.. SYSTEM I5 IN ALARM. 9 VARIES -34' CEILING (3y-1 PRO4CTED_BEAM_DETECTION__ T—� F1e k v Loc—e- - INERGEN PIPING — INERGEN PIPING NEW SPRINK PIPING °o 0 WALLS FOR REFERENCE ONLY. E ACOUSTIC TILE CEILING (SHEET 2) THIS SPACE 15 OPEN WITH THE IS SPACE (290 MI5 ACOUSTIC TILE CE (ATC) HAVE REMOTE LED INDICATOR AT THE ATC SHEET 2). THERE G NO ATC ABOVE THE MATMALS MUT SPACE. LEGEND (� "i• PROJECTED BEAM DETECTOR - TRANSMITTER 11/4) " PROJECTED BEAM DETECTOR - RECEIVER _� PHOTOELECTRIC SMOKE DETECTOR WITH REMOTE LED BELOW IT. SEE SHEET 2. "A DUCT DETECTOR RETURN AC -6 "5 DUCT DETECTOR SUPPLY AC -6 12' B � (07171 (02161 ® CONTROL NODULE ® CONTROL RELAY ® MONTE R MODULE ram END OF UNE RELAY CEILING PLAN SCALE: 1/8• - I'0• \- o r n- a v A c-. (0205 ) t•-; l Com- c„, A AS BUILT 02/25/99 REV. g DESCRIPTION DATE 0104 -11 � J Nt L r ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 r) S 91iQce9 3' 1 d-LeV0c ; rz ELECTRICAL TC ATC (2.T11 (SEE SHEET 2 FOR EQUIP IN THIS AREA) 1 FLOOR EQUIPMENT ELEVATIONS (EXCEPT UNDER MEZZANINE) SCALE: I/4 . 0'D• 25' 26' loop 26'6" 2,91/3 cc- Le INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM UPPER CEILING PLAN CEILING AND ABOVE ATC FSO, PtCc.-v :74 � Of; 0 ?\ 3 13300 S.E. 30AN. BELL.EVUE, WA 98005 (206)682-3419/640-2127 FAX (206)562-6662 She,, Lh.- A BUILT DRAWN 80: FTG DATE: 10/2/98 PROJECT MGR: WAL APPROVED DY: RFV MELECTRIC LIGHTWAVE SCALE: AS NOTED JOB NO 98-1970 SHEET: 3 OF 10 DRAWING NO.: 197003A /L ?A127 D2013 I`V F 3 � TUKWILA FIRE o �� • 28 AC -6 AC -6 RETURN SUPPLY (22191 fang) 24VDC— A SHUTDOWN (IN LOBBY) AC -6 SLS 28 'z• 4(V 6 L J� w (2-011 ©, 112011 (213) (22141 - (D2le! 10212) ©, (02011 (112101 (0211 (112171 (2216) (0220) (0221 (0203) Y`'0'�• (e w -- '� S fi •�, iz • Ap I SHUTDOWN r"'••• ••••••RTU -I RTU -1 RETURN SUPPLY 20 ..--20 p.-213 ® --® RTU -1 28 (2-061 /0124/ (122061 0. (22061 (0207) (0208) (0209) ' (2-621 20 2B 121 II NO AFC 48 -2 A -3 AC -2 AC -3 28 2B [d.:11 `" ` " " "I •'. "1 •'. vl v, cov, �1 ©• 1051 1E11 (11117) (D128/ (0129) (111301 103) (11.1) /01517/ (11134) /03) (03) (0137) (0179 [01391 0140/ [014 41 /11142/ (0143) 10144) (OlISf (D1431 (1-66)8-e9) 2414)C 24VDC 2B 24110C A 2B 20 YELLOW 24YOC SHUTDOWN END OF UNE RELAY 28 1-42 - 28 (1-431 SPRINKLER RISER 7C 120VAC POWER 28 —• 28 TION 1" ! I2.1 •H-1 Iii 28 28 28 28 (1-41 1-40) [1-3411 1-381 2 29 2B 28 101 (1-37) 11-361 SHUTDOWN AD -5 AC -5 AC -4 AC -5 0, (e:Y1 0, 8 28 28 0. 0 U41 :J 1111 ©. 1-33/ (0124/ (01231 (9,22) 1,-711 11-341 (1-70/ (0,21) (D,201 1.) 1211 (1- 20 IT • • • • 11 28 28 SL'13 . [1-31]=(1-14 fE Si 11-321 28 28 24VDC CO CO W 17-2o) 0 28 14-3,21 14-301 28 24VDC p-as/SEE SHEET 3 zA END OF LINE RELAY ):( Ea 28 28 1.28 (1-281 (1-27) 1-161 1,tf/ ATC SE SHEET 2 f`L 2B 05CHARGE STROBES OUTSIDE OF EACH DOOR TO THE TRANSMISSION/SWIM FACILITY MAP POWER C0 -LOCATE LOBBY I MATERIALS I W9 SW SW SW SW CO -LOCATE ROOM SE NE NW 5W 8888 NE SW A 28 1 28 311• 28 1-19)1 (1-211 •- A 10-301 ANALOG FIRE PANEL MAI (1-07) 2A 28 MAP ROOM 2001LC0-80 REMOTE ANNUNCIATOR 28 2B E,.4 8 Ft•.1 NENCEN (POWER ROOM) NERGEN (MAP ROOM) NEMER (ELECTRICAL ROOM) 28 3A 48 BUILDING AWN PANEL 5ECUR05 SYSTEM PANEL (10 06004 00091 - 01100920) WIRE LEGEND A • 2 CONDUCTOR, POWER LIMITED 1171 TWISTED. SHIELDED 10 AWG SOLID, LOW CAPACITANCE CABLE. (FDR SIGNALING LRE CIRCUITS, ADD811054 11 LOOP) B = SINGLE CONDUCTOR 14 AWG, 1)480 (W A POWER L1AB(E0 CRCUIT). C • SINGLE CONDUCTOR 12 AWG, 11+80. BLUE YELLOW LOBBY a MEWS ROOM WOMEN'S BREAK ROOM 0000404 1■I i■ TRANSMISSION/LATCH FACILITY NEMER ROOMMGMT MATERIALS •--28 —24VDC- ELFCTRIG1AL ROOM MATERIAL NWT ROOM 4) 81 ©F1 41 -111 (0107/ (0104) (0103) (0106) (01123 (0111) (0113) (0114) (0,161 (0116) (011)) 2B I I 14 1 LOBBY CORRIDOR 0, 2 /Olf f0) 24VDC 1RANSINS5KN/SWRCH MERGER TWOFOLD PRESSURE OPERATED SWITCHES (7) PIERCER SOLEN0D5 SO LEIC400 I D� (TRANSMISSION/SWITCH) (C0 -LOCATE ZONE 3 0000) ZONE 1 ZONE 4 ZONE 7 ZONE 3 ZONE 2 CORRIDOR/BREAK QOM I- A BROWN ORANGE 20 INERGEN ROOM 1 FLAG NOTES 1I] KEYED MNNIENANCE BYPASS SWITCHES NOT SHOWN SEE SHEET 7 FOR DETAIL. © PRE -ACTION SOLENOID PROVIDED BY MCKN5IRY. FIRE PANEL ZONES CO -LOCATE ROOM ZONE I POWER ROOM ZONE 2 1RAN5/SW11CN ZONE 3 VAP ROOM ZONE 4 LOBBY ROOM ZONE 5• MERGER ROOM 201E 6• E11111 AL ROOM ZONE 7 MATERIALS HMG. ZONE 6V • N0 INERGEN 1)4 THESE SPACES POWER' ROOM SYMBOL LEGEND ® PRESSURE OPERATED SWITCH (KIM) SMOKE DETECTOR SOLENOID VALVE O. P. 749181[000 X •00•8105 (N - 51 0001 094(109) um END OF LINE RELAY 2 IH0KE OE111CTOR (A00 686101 x101 rLL Mal CON1004. MODULE MONITOR MOOILE MIM MONITOR MODULE CONTROL RELAY REMOTE LED (MO 00100 OE S) 16 (Gil, MANUAL RELEASE STATION (40.8I0E5 111-91 0 WE iNCLOS E) ABORT STATIO7 MANUAL PULL STATIN (ADDRESSABLE) (1110106 800-401 W SVC 0.0.6519)) (QII MANUAL PIAL STATIN (WATERPROOF) )M1 STROBE (INERGEN ZONE - DISCHARGE) (Q . 9901 0510471,1 410 7091101E0 0100) PIP . W190400) 8 QOM cal a HORN STROBE MAIN 202 - PA[ 0140PACD (CDYWN AADS - NA' RDW) BELL (MERGER ZONE - AMU) REMOTE TEST STATION PRESSURE 56151114 (SPRINKLER SYSTEM) TAMPER 5WOCH FLOW SWITCH 001A1OR 1.1000LE GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONDUIT AND WIRING 51W1 CONFORM WITH THE NATIONAL ELECTRICAL CODE (0.11C.), STATE AND LOCAL BUILDING CODES. 2. FIRE ALARM CIRCUITS ARE RRERN1IL5 SUPERVISED, 440 'TEE' TAPPING 5 ALLOWED. 3. POWER LIMITED CIRCUITS SHALL BE ISDIAT110 FROM NON -POWER LIMITED CIRCUITS. ELECTRIC LIGHF5, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES, 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN ME SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POKER LIMIIE0 CRCUIT5, 5. ALL R9E RATED WALL AND/0R FLOOR PENETRATIONS SHALL BE SEALED WITH AN APPROVED FIRE STOPPING COMPOUND. 6. REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE 7. DEVICE POLARITY MUST BE OBSERVED. 6. SIGNALING UNE CIRCUIT (SLC) WRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAMS, SEE SHEET 0, 9. SIONAUNG UNE CIRCUITS ME T6STE0 PNR, SHIELDED. SHIELDS SHALL RE GROUNDED ONLY AT THE PANEL OF ORIGIN AND SHALL BE CONTINUOUS 1HROIIG/10U1 THE CRCUIT. THE SHIELDS SHALL BE CONNECTED TO SUBSEQUENT SHIELDS AT EACH DEVICE AND INSULATED FROM ANY GROUND. 10. MARK NCOMING CABLES TO EACH DEICE W/ BLACK TAPE IDENTITY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. 11. DETECTORS SHALL NOT DE LOCATED WHERE NR FROM SUPPLY 07811SER5 COLLO DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. (PAT WITHIN 3' OF AR SUPPLY 081.LE5, OR 09(15ERS). 12. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL 8E POWERED FROM A DEDICATED CRCU1 WHICH CAV ONLY !W OE-ENERC12110 AT 11E FEEDER PANEL. 13. NO CONDUIT 00 CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PARR. OR SINGLE HAZARD RELEASING PANEL CABRIET. THE BOTTOM OF EACH CABINET 5 RESERVED FOR BATTERIES. A AS BUILT 02/25/99 REV. g DESCRIPTION DATE ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM ELECTRICAL RISER DIAGRAM 13300 SE 30th. BELLEVUE, WA. 96005 (206)662-3419/641-2127 FAX (206)562-6662 DRAWN BY: FIG DATE: 10/2/98 PROJECT MGR: WAL MELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB ND • 98-1970 SHEET: 4 OF 10 DRAWING NO.: 1970044 W hclit Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have r;A Prevention Bureai.. standards. Acc omissions which standards ano adequacy of OE.. ,.. Additions, this date rig.: <: . resubmittai by The Tukwila Fire -M6nce with current City to errors and *,tions of adopted :3p nsihility for the t :e designer. 4u , r'ese drawings after ;, , ,iti require a -, pent approval. Final acceptanc r:. st and inspection by The Tukwila Fir ` Prevention bureau. Date: 3-$" 3 b: TUKWILA FIRE DEPARTMENT Please call 206-57S-4407 and give this Fire Permit nit No. and exact address for shut - '.:own or re for tcn . A cor, Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and iprminatinn of the FIRST FLOOR PLAN SCALE: 1/8'=1'-0' 1.1 I.1 1:1 1S1 11• 4 1.1 '] 1.1 111 1.1 1.1 #)### 4 TO MN v SECOND FLOOR PLAN SCALE: 1/8'=l'-0' ACCEPTED tEr 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 stanaaras and oro!rances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void thio 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: `( / - 0 By: A-vvl S. I 1 SCOPE OF WORK 1. ADD/RELOCATE SPRINKLERS FOR NEW WALLS. GENERAL NOTES 1. 1®1 EXISTING PENDENT SPRINKLERS AT CEILING. 2. --- EXISTING FIRE SPRINKLER PIPE. 3. ALL HANGERS TO BE 3/8" EYELET's WITH LAG. TUKWILA FIRE DEPARTMEWL Please call: 575.4402 and give this job No. 07-S--097 and exact address for struti down or restoration approvat FILE COPY PAID APR 1 7 2007 Tukwila Fire zyv75�i ,0l4 HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z STATE CERTIFICATION 1 SPRINKLER LEGEND I % SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT 1- z o z a TEE SIZE 11111.1111111111111111111011 tt 1 216 ❑ on O 2+=,�'.`. Se� 4 :::: ❑ o e f'fl 1 2 a n n Q a 8 16 2 SIDEWALL o ® 1" (7/6 �/] 1" z DRY TYPE O O 1 > • 1" �T WAY TEMP RATING SPRINKLERS UP AND DOWN z 2 - EARTHQUAKE BRACE z m z a rn a o 4 - WAY EARTHQUAKE BRACE 0 165° O N O Q 212° 1/2" 1" ® J n STRUCTURE TO CENTER /" UNE OF PIPE IN INCHES O 286° 1. 1/2- FITTING LEGEND 350° 1" 1" 500° /2" 1/2" P PIPE -0 -LET F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE 1 SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY RELIABLE F1FR RECESSED 1/2 1/2 CHROME CHROME 155 7 r o- 1:, til ,l I lin oil . ihWir /e.v TOTAL QUALITY CONTROL BY MARK FROMONG DATE 4-16-07 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER NFPA 13 AND CITY OF TUKWILA. 41 REVISIONS NO DATE BY la 1 1i1 1.1 CONTRACT WITH: SGA CONSTRUCTION 1501 N. 200TH STREET SHORELINE, WA 98133 PROJECT NAME: M U SAK TI 13075 GATEWAY DRIVE TUKWILA, WA PATRIFP099CF ATR OT VVV,PATRI❑TFIRE.0❑M johnd®potriotfire.com ® 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 4-16-07 I JOB NO. 12-10301 1 OF 1 o I- A L. _ t. 0 lit 1;1 lit X o t g - - 1-- o e t t L 1i1 lal i lit 1i1 j 0 o I lit 1;1 . f ,/' . - . . , , , 4 I , l 1.' � )4 416 —i I �I 1 1 1-1 I jj. c — o . _ 0 o p . Wo 01 o a g_ I 1 FIRST FLOOR PLAN SCALE: 1/8'=1'-0' 1.1 I.1 1:1 1S1 11• 4 1.1 '] 1.1 111 1.1 1.1 #)### 4 TO MN v SECOND FLOOR PLAN SCALE: 1/8'=l'-0' ACCEPTED tEr 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 stanaaras and oro!rances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void thio 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: `( / - 0 By: A-vvl S. I 1 SCOPE OF WORK 1. ADD/RELOCATE SPRINKLERS FOR NEW WALLS. GENERAL NOTES 1. 1®1 EXISTING PENDENT SPRINKLERS AT CEILING. 2. --- EXISTING FIRE SPRINKLER PIPE. 3. ALL HANGERS TO BE 3/8" EYELET's WITH LAG. TUKWILA FIRE DEPARTMEWL Please call: 575.4402 and give this job No. 07-S--097 and exact address for struti down or restoration approvat FILE COPY PAID APR 1 7 2007 Tukwila Fire zyv75�i ,0l4 HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y Z STATE CERTIFICATION 1 SPRINKLER LEGEND I % SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT 1- z o z a TEE SIZE 11111.1111111111111111111011 tt 1 216 5 3 7 1 O 2+=,�'.`. Se� 4 :::: ❑ 32 f'fl 1 2 3 7 1 Q Q 1/2" 8 16 2 SIDEWALL Q ® 1" (7/6 �/] 1" z DRY TYPE O O 1 > • 1" �T WAY TEMP RATING SPRINKLERS UP AND DOWN z 2 - EARTHQUAKE BRACE z m z a rn a o 4 - WAY EARTHQUAKE BRACE 0 165° O N O Q 212° 1/2" 1" n STRUCTURE TO CENTER /" UNE OF PIPE IN INCHES O 286° 1. 1/2- FITTING LEGEND 350° 1" 1" 500° /2" 1/2" P PIPE -0 -LET F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE 1 SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY RELIABLE F1FR RECESSED 1/2 1/2 CHROME CHROME 155 7 TOTAL QUALITY CONTROL BY MARK FROMONG DATE 4-16-07 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGNED PER NFPA 13 AND CITY OF TUKWILA. PIPE NOTES 1. ALL PIPE TO BE SCH 40. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: SGA CONSTRUCTION 1501 N. 200TH STREET SHORELINE, WA 98133 PROJECT NAME: M U SAK TI 13075 GATEWAY DRIVE TUKWILA, WA PATRIFP099CF ATR OT VVV,PATRI❑TFIRE.0❑M johnd®potriotfire.com ® 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER JOHN DACCA SHEET DATE 4-16-07 I JOB NO. 12-10301 1 OF 1 AREA OF WORK [r= 1111111111 1111111111 AC 0At ltho a As N 0 PerT EPTED t comments d In Red Attached Letter EXIST. WAREHOUSE MEZZANINE ABOVE I WILA FIRE DEPARTMF.DIj Please call: 575.4402 and give this job No. 07-F- h3 and exact address for shut', „wn or restoration approval. EXIST. OFFICE EXIST. BREAK 3o e OPEN OFFICE I �x x x, x x x x x 30N3J NNII NIVH3 NEW CAGE aoa \e/ ORALE 3ocd a.,% MENS_ _�M/OMANS RR ��,�i RR 0 g 0 0 CONFERENCE These plans have bee reviewed by The Tukwila Fire Prevention Bureau for onformance with current city standards. Acceptan•: is subject to errors and emissions which do n • .. • ' - •-• s of adopted Stanoaras and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this, acceptance and will require a resubmittal of revised drawings for subsequent approval. .:f Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. . _�. L/ /a H/ 7 Gate: By: *4/1 `)/ -1 NOTICE A completed, signed, Tukwila fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. FIRE ALARM PLAN - FIRST FLOOR SCALE: 1/60.1'-0` FIRE COM NW. PO Box 30112 Seattle WA 081244022 201-2344T00 PROJECT NAME: DRAWN: MUZAK T.I. CHECKED:13075 Gateway Drive - Suite 160 Tukwila, WA DATE: D APPROVED BY: 4/17/07 CEA JD JD SCALE: 1 /8"=1-0" NO. DATE REVISION BY SHEEP 111LE: FIRE ALARM PLAN - FIRST FLOOR JOB NUMBER: 07-060 FA -1 of 3 r- 1 1 L_ NEW OFFICE SOUND BOOTHS (.ac,d ►I+;% - NEW OFFICE AREA OF WORK BREAK ROOM L EXIST. OFFICE EXIST. OFFICE h FFI OPEN TO BELOW MENS 17A RR 0 0 FIRE ALARM PLAN - SECOND FLOOR SCALE: I/8" -I'-0` ( I 1) WOMANS RR 0 r I 0 hi CONFERENCE ROOM EXIST. OFFICE J D D FIRE COM NW.. Po Sox 3*32 tatty WAN 144SU 40843e4700 111 ATE: PROJECT NNE: DRAWN: MUZAK T.I. CHECKED: 13075 Gateway Drive - Suite 160 Tukwila, WA APPROVED BY; SCALE 4/17/07 CEA JD JD 1/8"= t-0" NO. DATE REVISION BY SHEET TITLE; FIRE ALARM PLAN - SECOND FLOOR JOB NUMBER: 07-060 FA -2 of 3 GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET -THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTED AT 48"TO 53" ABOVE THE FLOOR. 5. ALL WALL MOUNT INDOOR HORNS, STROBES, HORN STROBES, AND SPEAKER STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 6. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. rTh -t EQUIPMENT LEGEND DEVICE SYMBOL QUANTITY PART NUMBER DESCRIPTION BACKBOX 0 4 -- MANUAL PULL STATION SINGLE GANG ®4 6 -- HORN STROBE SINGLE GANG ® 6 -- STROBE SINGLE GANG EXISTING DEVICE TO REMAIN EXISTING DEVICE RELOCATED WIRE LEGEND TYPE DESCRIPTION A 18 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE B 14 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE C 18 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE D D FIRE COM NW. "`ffffff PO Box $$32 Sibittle WA $$124.3022 2082344700 ATE: PROJECT NAME: RANK: MUZAK T.I. CHECKED: 13075 Gateway Drive - Suite 160 Tukwila, VVA APPROVED BY: 4117/07 CEA JD JD SCALE: NONE NO. DATE REVISION BY SHEET' TITLE: FIRE ALARM EQUIPMENT LEGENDS JOB NUMBER: 07-060 FA -3 of 3 r 00 0 2 1350 1 • 4E Fire Alarm Control Panel Fire Alarm Transmitter Digital Key Pad/Zona Annunciator Exterior Bell/Strobe Horn Horn/Strobe Mini -Horn M, .,. Bell' Interior Strobe Smoke Detector Above Ceiling Smoke Detector Rate of Rise Heat Detector - 135 Rate of Rise Heat Detector - 200 Fixed Temperature Heat Detector - 200 Fixed Temperature Heat Detector - 135 Manual•Pull Station Waterflow Switch Tamper Switch - PIV, Os&Y Air Pressure Supervisory 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 o these drawings after this date wilt 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: Z `\"1'6 t By: 0.5.1 .�+it L. J 8 4 4 8 s a 8 8 8 a 4 8 4 c NOTICE A completed, stg ze:d, /kwila Fire Departrnent pre4 si: C;'e• ate must ie presented to tlle (�..�I,:;:_,::. "aor to commencement of Acceptaiii.A '1tog of any Fire Alarm and Detection Systems - Failure of test will result in $40 Re- inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMENT Please call: 575.4402 and give this job No _�} I k S, and exact address for shut* down or restoration approval; El= TRANSMISSION AREA 8 s 4 0 4 s 5 0 M m a 8 4 8 8 8 4 0 1 8 a a a o { SWITCH AREA 8 0 • _1 ba' g 8 a 8 s s 8 8 s 0 0 0 ❑ 0 \O W 8 0 s s s s 8 s $ 11 4 0 00, 8 8 8 4 s 8 4 4 0 8 a 0 8 0 s 8 4 4 s 0 4 8 4 4 0 8 4 4 0 COLLOCATE ROOM 1299 SQ FT s 8 4 8 . n Ii { LOBBY s 8 4 8 8 POWER ROOM 0 +opt.+•$+-4.00,6#.+*i.+ BRE INERGEN ROOM MATERIALS MGMT. .10110410 Tee lit "IVO 4011, 040 SECURITY ROOM ELECTRICAL ROOM L Washinton Alarm, Inc. 1253 S. Jackson St. Seattle, Wa.. 98144 Contact: Neal Rider 206-328-3288 Electric Lightwave 13075 Gateway Drive Suite 130 Tukwilla, Wa. 1 b -- .. t. REVISIONS No. Description ESO Date Drwn Eng. GENERAL NOTES \\, C,NATURES SIGNATURES SIGNATURES SIGNATURES SIGH cn7 XXXXXX XXXXXXX —( W, Eli t 171 Oc XXXXXX XXXXXXX M`+ 1-- QV); -ct: XXXXXX XXXXXXX 4 2 ; XXXXXX XXXXXXX ` 6 ice; zi; XXXXXX XXXXXXX.,D XXXXXX XXXXXXX m D! 'm xxxxxx xxxxxxx sCil L S (n 0 XXXXXX XXXXXXX 5 At 7� z n = XXXXXX XXXXXXX r Dh Lij i" XXXXXX XXXXXXX 4 i D iv I— XXXXXX XXXXXXX Q w y Z = XXXXXX XXXXXXX -_ z to % xxxxxx xxxxxxx: D '-i W xxxxxx xxxxxxx ,� m � XXXXXX XXXXXXX : (n OIS S321f11VN9IS S3df11VN5IS S32if11VNOIS S381l1VN� -f p EX BUILDING INDEX V 1 BUILDING INDEX BUILDING INp rn w f- 0 A Up DRAWN BY: w ENGINEER: JIM PEART DATE: 9/22/98 TIMM '4-- 0 SCALE: 1/5"=1'-0" 0a 0 z3 o J (1) 44. v'Z '- 16 0 WJLL4 W Eu, to J z Z Cio <<cn1- Z M J Q Z U W x Z o ZZo • w� W 0 = U Z CAI z Z Z Z o U W 0 Z v < P DQ < p 0 oho zw u) d W z 0 z n ' J D i m x W ONI ONIa1If9 z X3GNI owning X31N1 ONIalIf9 X3 O UNITY MAP VICINITY MAP VICINITY MAP VICINITY MAP VI0 Z all ilk. 7-1 >- U 11110 \411111111611% °ti , > n 0_ Q " 9 -< ICINITY M ND ST K -0 < s 125TH > N a M ›- ~ U_ a- \ '° ■ II Plig 130THillMME CENTMW D Z it �►1 D 13 i71A dVIN )JJNIOIA dVIN AlINIOIA dVIAI AlINIOIA dVlitl MAP lat Sequence of Operation Activation of any single smoke detector in any detection zone shall: — Cause bells to ring and activate common area horn/strobes. —Energize LED on the activated detector and control panel. — Transmit an alarm signal to building alarm panel. — Close motorized fire dampers — Shutdown A/C units. Activation of a second smoke detector shall: —Cause a second—stage (pre—discharge) horn/strobes to operate. —Initiate 30sec. time delay (INERGEN agent release) Upon completion of the time delay the INERGEN system shall: —Cause a discharge alarm to be activated. —Activate discharge strobes at protected area entrance. — Energize control solenoid for Inergen cylinders releasing gaseous agent into the protected area. tJ r r1 r Li —]'� BILL OF MATERIALS (MECHANICAL) QTY 91 P/N DESCRIPTION 418327 435cuft INERGEN CYLINDER MFG ANSUL 91 842424 DISCHARGE HOSE, FLEXIBLE ANSUL 7 5 5 10 873111 24V SOLENOID ELECTRICAL ACTUATOR 846250 PRESSURE OPERATED SWITCH 870846 MANUAL ACTUATORS 879642 6 CYLINDER BACKFRAMES ANSUL ANSUL ANSUL ANSUL 2 879639 4 CYLINDER BACKFRAMES ANSUL 10 18 1 879413 CONNECTOR 873092 3 CYLINDER CLAMP 873091 2 CYLINDER CLAMP ANSUL ANSUL ANSUL 11 7 4 873257 UPRIGHTS 871682 WEIGH RAIL SUPPORT- DOUBLE ROW 871684 WEIGH RAIL SUPPORT- BACK TO BACK ANSUL ANSUL ANSUL 20 19 2 418502 13" BOLT& NUT 418503 27' BOLT& NUT 873555 DOUBLE ROW BRACKET FOOT- LEFT ANSUL ANSUL ANSUL 2 2 873556 DOUBLE ROW BRACKET FOOT- RIGHT 873553 BACK TO BACK BRACKET FOOT- LEFT 2 873554 BACK TO BACK BRACKET FOOT- RIGHT ANSUL ANSUL ANSUL 7 6 3 418508 CENTER UPRIGHT FOOT 831809 STAINLESS STEEL HOSE (PILOTS) 418359 TEE ANSUL ANSUL ANSUL 3 832334 MALE ELBOW ANSUL 6 873236 ADAPTER A 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. Accepta;:'.e is subject to errors and omissions which do nut authorize violations of adopted standards and orc!ircir :-:s. The responsibility for the adequacy of d'sign rs :.; totally with the designer. Additions, deletions or revisions to these drawings after this date will void tnis 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: /04/ f) By: 41-^�l� { TUKWILA FIRE DEPARTMENZ Please call: 575.4407 and give this job No. and exact address for shut,' down or restoration approv ,i ANSUL BILL OF MATERIALS (ELECTRICAL) 1 419243 CAB -C ANSUL 2 419587 CHASSIE CHS -4M FOR EACH EXTRA ROW INCLUDING CABLES & DRESS PLATE ANSUL 1 419565 CRM -4, RELAY MODULE ANSUL 1 419566 CRE -4, RELAY EXPANDER MODULE ANSUL 9 419581 1 419410 BLANK MODULE BB -55 BATTERY BOX ANSUL ANSUL 1 PS12250 1 417492 1 41657 9 417478 12V 25AH BATTERY PACK LCD -80 REMOTE ANNUNCIATOR LCD -80 ABF -1 FLUSH MOUNT BACKBOX MMX -101 ADDRESSABLE MONITOR MODULE ANSUL ANSUL ANSUL ANSUL 14 417476 MMX -1 ADDRESSABLE MONITOR MODULE ANSUL 25 417479 CMX-2 ADDRESSABLE CONTROL MODULE ANSUL 10 407088 MR -201/C DPDT RELAY W/ ENCLOSURE ANSUL 19 417481 CPX 551 ANALOG ADDRESSABLE IONIZATION SMOKE DETECTOR ANSUL 40 417482 SDX-551 ANALOG ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR ANSUL 4 417485 57 417486 FDX -551 ANALOG ADDRESSABLE THERMAL DETECTOR, RATE OF RISE BX501 DETECTOR BASE, ANALOG ADDRESSABLE 6 TBD 3 6424 ANSUL ANSUL ISOLATOR DETECTOR BASE, ANALOG ADDRESSABLE PROJECTED BEAM SMOKE DETECTOR 3 RTS451 REMOTE TEST STATION (FOR PROJ. BEAM DET) ANSUL SYSTEM SENSOR SYSTEM SENSOR 5 417663 DHX 501 DUCT DETECTOR HOUSING W/ ALARM RELAY ANSUL 9 417490 BGX 101L ADDRESSABLE MANUAL PULL STATION ANSUL 8 76495 ABORT STATION ANSUL 3 417480 ISO -X ISOLATOR MODULES ANSUL 7 76498 9 417805 KEY MAINTENANCE SWITCH, SURFACE -MOUNT 24VDC ALARM BELL, 6" ANSUL ANSUL 13 415451 24VDC HORN/STROBE 9 415454 1 419434 1 WBB 24VDC STROBE 24VDC STROBE WEATHER PROOF WEATHER PROOF BACKBOX ANSUL ANSUL ANSUL ANSUL 20 416266 WARNING SIGN - OUTSIDE ROOM ANSUL 20 416265 WARNING SIGN - INSIDE ROOM ANSUL 4 RA400Z REMOTE LED ANNUNCIATOR ANSUL 2 417699 END OF LINE SUPERVISION RELAY ANSUL OCT '8 1998 REV. # DESCRIPTION DATE PAP 31014 ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM BILL OF MATERIALS 13300 S.E. 30th. BELLE UE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 1. OF 10 DRAWING NO.: 197001 fl P5 MMX TS MMX FS MMX SOLCMX : I I i I I olof lolol memgor MEM Dlas =MIMI= Mnw.nu= 14EMII -__ I fl =rT____ i� i!" =— JIM1 -------EIMMIEa4=10 01 ---------�111111EMBkIMAIR -------------IMEPA1ii _111♦—_— ------I KIMI --------- 1 1■I [DNs n [D© [DI TI �l 1111shim 'JhI RTS [3131 OP [3130 ------------- FEM ����M���--��--- O P ----�-_.I (PAP ---[D140/ N[D149 t� O� ! S MMINMEll =1.1.113111119 °2 IMillaiii= • i;7 i —r�''• •t —�mulasmirgi• ------ ------ ■I--Ill IIIIINIMMIIMINI __Witairl�IL1� r■--■.■--mmu-r- --©P ME®1 1--11■ ®P IN ''-- [D190J -- D144 Ell ------------INIMII —------------IN1■I --------------MII1■I ° P---Yr©�---C©�-----PA [Dl2e ---73:12111--[3199 E. 0146)JIG mimmimmourumummimermimi morn. 0 mo -------------omnia I -.II_____ --���----r��----r�w— —I—INI CMX 1-25 SOL KS —Le__—`©�_--��---LQ I■I C X 1-24 SOL KS '--[3138---[D137CMX11-29 SOL KS ---TE>•IMII ----__---__----. I ------ MIMININIIIMINIMMI Lr�taYr��••,a�9'V1-_n_nI_rT fY�c9 — • 101 111raJ --IIM1 ' tot — InZE =FA—t©fitCINIVR4 —[3126 — D135 [D121, I- -_—I• --- MIMI -- Il ': Amir 't—��I■ °•MillEM—t©�t°�IE --- [D123] [D122I- O7co RTS [0129 [3193 RK AR [0127 INERGEN ROOM a) D10$ Om] [3126] I -41 I-40 I-99 I 32 CC-LOCATE IF THIS DRAWING IS 11-z 1r IT HAS BEEN REDUCED TO 1/2 SIZE. 0'1' S• 0' IIIA 1 1 1 1 1 1 1 1 1 FLOOR AND ACOUSTIC TILE CEILING PLAN SCALE: 1/8' [1-20] FLAGNOTES THIS PANEL SHALL BE RECESSED INTO THE WALL SPRINKLER RISER, INSTALL ASSOCIATED MODULES IN CLOSET. INSTALL 7 MMX -1 MODULES FOR MONITORING THE 7 PRESSURE OPERATED SWITCHES (1 FOR EACH MANIFOLD) ADDRESSES 1-60 THROUGH 1-66. SYMBOL LEGEND SMOKE DETECTOR SOL SOLENOID VALVE (X - P, PNOTOElECTRIC. x . 1, IOEIZACON) SMOKE DETECTOR 1-071 (MRH ISOLATOR BASE) CONTROL MODULE MONITOR MODULE MINI MONITOR MODULE CONTROL RELAY REMOTE LED (FOR CEIUNG COMO) PRESSURE OPERATED SWITCH M❑ 1E11 END OF UNE RELAY MANUAL RELEASE STATION QNC1110ES u10(-101 IN SNE ENCIOSUREL LA ABORT STATION MANUAL PULL STATION (ADDRESSABLE) (INCLUDES uux-101 IN SME 19/CL051NE) MANUAL PULL STATION (WATERPROOF) STROBE (INERGEN ZONE - DISCHARGE) (xx - 6006 °ESi7W0R FOR PT07TECIFO SPICE) (PP - WATERPROOF( Alt AUDIBLE VISUAL DEVICES DEVICES VISLWL °DACES APPROX IZ' WARNING SIGN INSIDE OR OUTSIDE 000R MANUAL FIRE KEYED RELEASE ABORT ALARM MAIM STATION STATION STATION BYPASS 72" CONTROL PANEL HORN STROBE (HIERM ZONE — PRE DISCHARGE) (COMMON AREAS — NIY AUARR) BELL (INERGEN ZONE - ALARM) REMOTE TEST STATION PRESSURE SWITCH TAMPER SWITCH FLOW SWITCH ISOLATOR MODULE KEYED MAINTENANCE BYPASS SWITCH FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE SITE PLAN NOT TO SCALE REV. DESCRIPTION DATE *14 IgaR ts rbIPhA§B1 ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM 1ST FLOOR PLAN (ELECTRICAL) ATC & WALL MOUNTED EQUIP. 13300 S.E. 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 2 OF 10 DRAWING NO.: 197002 CEILING PLAN SCALE: 1/8• = 1'0• FLAGNOTES a MEZZANINE, NO HIGH CEILING, NON COMBUSTIBLE SPACE. NO DETECTION REQUIRED ABOVE ATC. PROJECTED BEAM SMOKE DETECTORS SHALL BE INSTALLED 5' BELOW THE CEILING. THE INSTALLER SHALL REFER TO THE INSTALLATION INSTRUCTIONS FROM THE MANUFACTURER. REMOTE TEST STATIONS ARE SHOWN ON SHEET 2 AT THE WALLS. CONTROL RELAY TO SHUTDOWN AC -6 ON THE ROOF WHEN MAP ROOM INERGEN SYSTEM IS IN ALARM. WALLS ARE SHOWN FOR REFERENCE ONLY. ABOVE THE ACOUSTIC TILE CEILING (SHEET 2) THIS SPACE IS OPEN WITH THE EXCEPTION OF THE MEZZANINE WHICH IS ANOTHER TENANTS SPACE (2ND FLOOR). ALL CEIUNG DETECTORS EXCEPT THOSE ABOVE AREAS WITH ACOUSTIC 11LE CEIUNG (ATC) HAVE REMOTE LED INDICATOR AT THE ATC (SHEET 2). THERE IS NO ATC ABOVE THE MATERIALS MGMT SPACE. LEGEND PROJECTED BEAM DETECTOR - TRANSMIIILA PROJECTED BEAM DETECTOR - RECEIVER PHOTOELECTRIC SMOKE DETECTOR WITH REMOTE LED BELOW IT. SEE SHEET 2. l u�E1 CONTROL MODULE CONTROL RELAY ® MONITOR MODULE I-1 END OF UNE RELAY VARIES N34' 22' 17' 12' CEILING PROJECTED BEAM DETECTION — INERGEN PIPING — INERGEN PIPING 1 3' NEW SPRINK PIPING — °o 0 //////// ATC ELECTRICAL (SEE SHEET 2 FOR EQUIP ATC IN THIS AREA) FLOOR EQUIPMENT ELEVATIONS (EXCEPT UNDER MEZZANINE) SCALE 1/4' = 1'0' r 25' 26' 26,6" REV. # DESCRIPTION DATE ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM UPPER CEILING PLAN CEILING AND ABOVE ATC 13300 S.E. 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 3 OF 10 DRAWING NO.: 197003 1-1.--1-1 I ��• K AREA / B MI In M /2-04] [2-07 T •ANSMIS ION 1 ffiB/ o a 1 MAP Ru l _ R4 01 � W0 [0201) SWITCH FACILITY I I I / ,� // AREA Q am (2-03].. ■ /.ADC / G • Pe W Rte ///-- z/'' / / I, � o [02021 w/ 1 // A INF1 .110, EN ROOM //�/� FEW/ //M✓/ ----) N ©. BEI [2-02) COrIOCATE n ^ .6,....o. [0204 / FI FCTRICAL (.......op [CM3] �lJ Q P (0209/ (0208/ °P [0207[ °P [0206] ROOM MATERIALS --- �, ROOM MANAGEMENT [0205] CEILING PLAN SCALE: 1/8• = 1'0• FLAGNOTES a MEZZANINE, NO HIGH CEILING, NON COMBUSTIBLE SPACE. NO DETECTION REQUIRED ABOVE ATC. PROJECTED BEAM SMOKE DETECTORS SHALL BE INSTALLED 5' BELOW THE CEILING. THE INSTALLER SHALL REFER TO THE INSTALLATION INSTRUCTIONS FROM THE MANUFACTURER. REMOTE TEST STATIONS ARE SHOWN ON SHEET 2 AT THE WALLS. CONTROL RELAY TO SHUTDOWN AC -6 ON THE ROOF WHEN MAP ROOM INERGEN SYSTEM IS IN ALARM. WALLS ARE SHOWN FOR REFERENCE ONLY. ABOVE THE ACOUSTIC TILE CEILING (SHEET 2) THIS SPACE IS OPEN WITH THE EXCEPTION OF THE MEZZANINE WHICH IS ANOTHER TENANTS SPACE (2ND FLOOR). ALL CEIUNG DETECTORS EXCEPT THOSE ABOVE AREAS WITH ACOUSTIC 11LE CEIUNG (ATC) HAVE REMOTE LED INDICATOR AT THE ATC (SHEET 2). THERE IS NO ATC ABOVE THE MATERIALS MGMT SPACE. LEGEND PROJECTED BEAM DETECTOR - TRANSMIIILA PROJECTED BEAM DETECTOR - RECEIVER PHOTOELECTRIC SMOKE DETECTOR WITH REMOTE LED BELOW IT. SEE SHEET 2. l u�E1 CONTROL MODULE CONTROL RELAY ® MONITOR MODULE I-1 END OF UNE RELAY VARIES N34' 22' 17' 12' CEILING PROJECTED BEAM DETECTION — INERGEN PIPING — INERGEN PIPING 1 3' NEW SPRINK PIPING — °o 0 //////// ATC ELECTRICAL (SEE SHEET 2 FOR EQUIP ATC IN THIS AREA) FLOOR EQUIPMENT ELEVATIONS (EXCEPT UNDER MEZZANINE) SCALE 1/4' = 1'0' r 25' 26' 26,6" REV. # DESCRIPTION DATE ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM UPPER CEILING PLAN CEILING AND ABOVE ATC 13300 S.E. 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 3 OF 10 DRAWING NO.: 197003 28 SHUTDOWN AC -6 IC 41 MX I 48— IRTSI 28 24VDC .1MXI [2-09] 48— R 2B 24VDC A I © ©1 ©- ©1 © 1 ©P ©I ©• ©I ©• ©I © ©I ©• ©I ©• ©I [2127] [2126] [2129] [3130] 10131 .1 [D132] [D133] [2134] [2135] [0136] (2137] [0138] (31391 (3140] [3141] [2142] (0143] [2144] (0145] 24VDC 24VDC SHUTDOWN AC -2 AC -3 1c�31 -2B �cuxl 28 [1-42] 28 24VDC [2-05] r- 28 A771 END OF LINE RELAY END OF UNE RELAY 24VDC m 28 ..-28 [1-43] 2B 24VDC A SPRINKLER RISER 1 1_,P,RE-ACTION • © © m 2B - 29 - 2B 2B RED ZED MEI mmi 1 [2126] [1-41] 28 28 28 SHUTDOWN AC -5 AC -4 2B I TRANSMISSION/SWITCH 28 2B r1-40] [1-391[1-38 A ] 24VDC 28 [D125] [1-371 (1-36] (1-35) [3124] [3123] [31221 120VAC POWER 28 —� 28 �. 3C-1 DISCHARGE STROBES OUTSIDE OF EACH DOOR TO THE TRANSMISSION/SWITCH FACIUTY SW SW SW SW SW VI VI 28 28 .+-2B MED ' (I-01] [1-02] MM 28 28 28 [1-03]1 (1-50] . [1-04] 28 2B SHUTDOWN AC -1 .-2B ►-2B A ©1 A p [11101] [31021 A A 10-301 ANALOG FIRE PANEL 2A 28 28 2B MAP I ROOM ILCDI LCD -80 REMOTE ANNUNCIATOR INERGEN (POWER ROOM) 'SOLI INERGEN (MAP ROOM) SOL INERGEN (ELECTRICAL ROOM) REIMI 28 2B 48 WIRE LEGEND [1-34] [21211 [D12oo] [1-331 28 2B [i -311[1-s ] 28 SEE SHEET 3 SEE SHEET 2 WP m 2B -2B ROOF ATC CLOSE FIRE DAMPERS U I ICR41CR5I --- 28 2B A 2B 1 CO -LOCATE ROOM IJ f 28 28 11131 .-2B [1-30] [1-281 [1-28] 2B [1-55] [1-27] [1-26] 28 ELECTRICAL ROOM A 20 2B [1-06] 1-07] [1-08] [1-61] 28 (1-10] TRANSMISSION/SWITCH FACILITY 1-11] [2109] [0104] 2B LOBBY 0 m [3105] 24VDC 31061 CORRIDOR 24VDC LOBBY MEN'S ROOM BUILDING ALARM PANEL SECURITY SYSTEM PANEL (TO 1RADCK COORS - ANY ALARM) A = 2 CONDUCTOR, POWER UNITED FPL TWISTED, SHIELDED 18 AWG SOUD, LOW CAPACITANCE CABLE. (FOR SIGNALING UNE CIRCUITS, ADDRESSABLE LOOP) 8 = SINGLE CONDUCTOR 14 AWG, THHN (IN A POWER UNITED CIRCUIT). C = SINGLE CONDUCTOR 12 AWG, THHN. [1-12] WOMEN'S ROOM BREAK ROOM INERGEN ROOM 181 28 POWER ROOM MATERIALS MGMT FLAG NOTES [0109] [2110] [2111] [2112] [2113] [D114] [D115] [0116] 24VDC KEYED MAINTENANCE BYPASS SWITCHES NOT SHOWN SEE SHEET 7 FOR DETAIL PRE -ACTION SOLENOID PROVIDED BY McKINSTRY. °=°X ICMXI ico IMMXI LED SMOKE DETECTOR (1f - P, PHOTTEJ C1RIC, X - I, IONIZATION) SMOKE DETECTOR (vomi MAIM BASE) CONTROL MODULE MONITOR MODULE MINI MONITOR MODULE CONTROL RELAY REMOTE LED (FCA CEILING DEVICES) CORRIDOR/BREAK ROOM SYMBOL LEGEND PITHI M❑ SOLENOID VALVE END OF UNE RELAY MANUAL RELEASE STATION (NCIIIDES MMX -1O1 N SAME ENCLOSURE) ABORT STATION MANUAL PULL STATION (ADDRESSABLE) (INCLUDES 9M0-101 IN SAYE ENCLOSURE) OTIF MANUAL PULL STATION (WATERPROOF) /2( STROBE (INERGEN ZONE - DISCHARGE) (10( - ROOM OESIGNATCR FOR PROTECTED SPACE) (YR - NATERPROOFI MATERIAL MGMT ROOM 28 1 TRANSMISSION/SWITCH INERGEN MANIFOLD PRESSURE OPERATED SWITCHES (7) I 1 GEM INERGEN SOLENOID (C0 -LOCATE ROOM) A 24VDC — — INERGEN SOLENOIDS (TRANSMISSION/SWITCH) HORN STROBE (BERGEN M E - PRE DISCHARGE) (=YON AREAS - ANY ALARM) BELL (INERGEN ZONE - ALARM) REMOTE TEST STATION PRESSURE SWITCH TAMPER SWITCH FLOW SWITCH ISOLATOR MODULE INERGEN ROOM GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (N.EC.), STATE AND LOCAL BUILDING CODES. 2. FIRE ALARM CIRCUITS ARE INTERNALLY SUPERVISED. NO TEE' TAPPING IS ALLOWED. 3. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER UNITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE. RACEWAY, ETC. WITH NON -POWER UNITED CIRCUITS. 5. ALL FIRE RATED WALL AND/OR FLOOR PENETRATIONS SHALL BE SEALED WITH AN APPROVED FIRE STOPPING COMPOUND. 6. RtFEN TO THE WIRE LEGEND FOR APPUCABLE CONDUCTOR SIZE AND TYPE 7. DEVICE POLARITY MUST BE OBSERVED. 8. SIGNALING UNE CIRCUIT (SLC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAMS, SEE SHEET X. 9. SIGNALING LINE CIRCUITS ARE TWISTED PAIR, SHIELDED. SHIELDS SHALL BE GROUNDED ONLY AT THE PANEL OF ORIGIN AND SHALL BE CONTINUOUS THROUGHOUT THE CIRCUIT. THE SHIELDS SHALL BE CONNECTED TO SUBSEQUENT SHIELDS AT EACH DEVICE AND INSULATED FROM ANY GROUND. 10. MARK INCOMING CABLES TO EACH DEVICE W/ BLACK TAPE. IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. 11. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. (NOT WITHIN 3' OF AR SUPPLY GRILLES, OR DIFFUSERS). 12. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL. 13. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES. REV. # DESCRIPTION DATE �rvs,Id�S;gol ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM ELECTRICAL RISER DIAGRAM 13300 S.E. 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL APPROVED BY: RFV ELECTRIC LIGHTWAVE SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 4 OF 10 DRAWING NO.: 197004 CABINET (-) EN -460 IN (-) E14-465 OUT (+) EN -485 IN (+) EN -485 OUT 4 3 2 1 cal cmi CONNECT DRAIN WIRE TO NEGATIVE (-) SIDE OF THE SLC LOOP. DO NOT LET THE SHIELD DRAIN WIRE OR FOIL TOUCH THE SYSTEM CABINET. SHRINK WRAP SHIELD DRAIN WIRE AND FOIL THE SHIELDS SHALL BE ISOLATED THROUGHOUT THE SLC LOOP. THE ONLY CONNECTION POINT SHALL BE AT THE PANEL AS SHOWN BELOW. THE SHIELD SHALL BE CONTINUOUS THROUGHOUT THE LOOP. SHIELD TERMINATION NOT TO SCALE LCD -80 CONNECTIONS NOT TO SCALE r ❑0000000 00000000 cc 0 0 0 000-000 1 1 0 TX RX REF TX RX REF PRINTER PC/TERM. R5485 RS4E - N OUT SEE SHEET 4 CABLE 1 — 1 SLC LOOP #1 CABLE TYPE A CABLE TYPE A 00 I SEE SHEET 4 CABLE 2 SLC LOOP #2 CABLE TYPE A TERMINATE SHIELD HERE 000000-00000 + A+ B- A- SLC I B+ AA+—II SLC 2 PANEL_ CIRCUIT: TB1 T82 T83 T84 T85 T86 r❑ 0 AC POWER FIRE ah. ALARM ‘"47 ACKNOWLEDGE �T STEP �/ DISPLAY PREALARM WARNING ALARM SILENCE SECURITY ALARM SUPERVISORY SIGNAL ALARM ACTIVATE NOW 2 SECONDS SYSTEM TROUBLE SYSTEM RESET (DISABLED! POINTS ALARM SILENCED, LAMP TEST AUTOPULSE 1Q -396X ANSUL WIRE LEGEND A = 2 CONDUCTOR, POWER UMITED FPL TWISTED, SHIELDED 18 AWG SOUD, LOW CAPAOTANCE CABLE. (FOR SIGNALING LINE CIRCUITS, ADDRESSABLE LOOP) B = SINGLE CONDUCTOR 14 AWG, THHN (IN A POWER LIMITED CIRCUIT). C = SINGLE CONDUCTOR 12 AWG, THHN. FACP CPU NOT TO SCALE JGROUND 11 NEUTRAL 120VAC POWER 3 WIRES, TYPE C 24VAC POWER - 2 WIRES, TYPE B 24VAC POWER 2 WIRES, TYPE B } 24VDC POWER TO EQUIPMENT JJJ ON SLC LOOP 1, SEE SHEET 4 }24VDC POWER TO EQUIPMENT ON SLC LOOP 2, SEE SHEET 4 KEY OPERATED DISCHARGE LOCKOUT SWITCH 24VDC KEY OPERATED DISCHARGE LOCKOUT SWITCH — NEU EARTH 7810 0 J0 TRANFORMFR ASSEMBLY T2 000000❑ 0000000 TO TR48FORMER ASSEMBLY 21 O O O O O O O O O O O J6 CPU POWER 0 0 0 0 0 0 0 0 J1 ACCESSORIES AFP -400 CONNECTOR N HOT BATT BATf- BATTERY FOSE 10A SLOW BLOW eeeeee -U I LT— 0 m 1 - eee C NG NO 000 C NC NO m� 0POWER OUTPUTS ALARM CONTACTS 24V POWER UNITED () TROUBLE CONTACTS(INPUT) OPTION BOARD CONNECTORS 000 l000000000000l J6 J7 000 s JP 1 JP2 0 J5 J4 ■ • ■ JP6 ♦IJP2 f 0 SUPERVISORY SECURITY 000 000 eeee B+ 8- A+ A- CO eeee B+ B- A+ A - NAC/ RAC/ RFIEASINC CIRCUIT 1 RELEASING CIRCUIT 2 NAC/ RFT FAe124G CIRCUIT 3 B+ 8- A+ A- 55 S4 0 NAC #3 JP5 NAC#1 RAC/ RELEASING CIRCUIT B+ 8- A+ A- 40 03 00 AC PPOOWER O GND FAULT NA04 NAC#2 ED -777—'35'1 D —7 °�--Hdl�+ N I � REL -2.2K 24VDC KEY OPERATED DISCHARGE LOCKOUT SWITCH NERGEN SOLENOID POWER ROOM f REL -2.2K NERGEN SOLENOID MAP ROOM (+) BATTERY BATTERY FACP POWER SUPPLY NOT TO SCALE 0 0 24VD .T� o>� REL -2.2K INERGEN SOLENOID ELECTRICAL ROOM IQ -396X SPARE SPARE SPARE SPARE PWR SP LY r:,,71;; CRM #1 SPARE SPARE SPARE SPARE SPARE MRCP PANEL LAYOUT NOT TO SCALE 2.2K REV. # DESCRIPTION DATE pa p ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM PANEL SCHEMATIC DIAGRAM 13300 S.E. 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL APPROVED BY: RFV ELECTRIC LIGHTWAVE SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 5 OF 10 DRAWING NO.: 197005 SIGNALS TO BUILDING FIRE ALARM - SYSTEM (SILENT KNIGHT). BUILDING FIRE ALARM SYSTEM MODULES AND END OF UNE RESISTORS ARE REQUIRED. FACP COMMON ALARM FRCP COMMON TROUBLE SPARE PRE -ACTION SYSTEM WATERFLOW CRE -4 RELAY EXPANDER BOARD CRM -4 RED 1 RED 3 A 6 7 9 A B C D EF G H 000000000000 1 2 3 4 5 6 7 8 9 101112 Z Z U Z Z U Z Z U Z Z U A B C E m 000000000000 1 2 3 4 5 6 7 8 9101112 990990920290 m MODULE TYPE IMPS SWITCH CONTROL RELAY GREENNENABLE YELLOW -TROUBLE ON / OFF 00 A 00 ❑ B 00 ❑ C ❑ ❑ D MODULE TYPE LAMS SWRCH CONTROL RELAY CREEN-ENABLE YELLOW -TROUBLE ON / OFF 00 E 00 F 00 ❑ G 00 EJ H mm 11 11 CRM -4 # CRM/CRE RELAY MODULE (INSTALLED INSIDE FACP) E F G 9 Hq: CRE -4 1 RED 3 RED PRE -ACTION SYSTEM ALARM PRESSURE SWITCH PRE -ACTION SYSTEM SUPERVISORY (TAMPER/TROUBLE) SECURITY SYSTEM FIRE ALARM (UNLOCK DOORS) SECURITY SYSTEM FIRE ALARM (UNLOCK DOORS) SIGNALS TO BUILDING FIRE ALARM SYSTEM (SILENT KNIGHT). BUILDING FIRE ALARM SYSTEM MODULES AND END OF LINE RESISTORS ARE REQUIRED. DESCRIPTION DATE rig gi BEBE' kgal 19 REV. #Raggad ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM ELECTRICAL WIRING DETAILS 13300 S.E. 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 6 OF 10 DRAWING NO.: 197006 SLC LOOP FROM (+) 1 PREVIOUS DEVICE (_) + AUX 24VDC POWER(+) PREVIOUS DEVICE () + SLC LOOP TO NEXT DEVICE SLC LOOP FROM PREVIOUS DEVICE (-) (+) 24VDC POWER FROM(-) PREVIOUS DEVICE (+) MMX -1 MONITOR MODULE /MEM OP KEY OPERATED DISCHARGE LOCKOUT SWITCH M 24VDC POWER TO (-) NEXT DEVICE (+) CMX/INERGEN SOLENOID CIRCUIT WITH KEYED BYPASS SWITCH MMX -1 MONITOR MODULE MMX -1 MONITOR MODULE REL -2.2K NERGEN SOLENOID ELECTRICAL ROOM MMX -101 MINI MONITOR MODULE ®C 2 CO IOP HT/YEL 1BU! Wff RED/WHTC But Mrt RCVR OROU U re_ HT/RED DRI 7K WAR IYI"f/YELWM/RED WHT/BII( ORT WHT N0 BRN RED/MRC C tax ew BW GRN TRANSMITTER REMOTE a TEST STATION 4 Se WHT C RCVR aw� ORO- •4YEL /m ERN Lu }e WK7 RED/MRC ax GRN TRANSMITTER REMOTE TEST STATION 4 0e MR -c RCVR 01100 0 YEL WHT/IEO GRI 7K MR. MX 104 9U ;r BLU TRANSMITTER REMOTE TEST STATION 4 PROJECTED BEAM DETECTOR INSTALLATION INCLUDING REMOTE TEST STATION do REMOTE LED ANNUNCIATOR REO • VIO A77� - EOL RELAY INSTALL IN J SAME 4 SO BOX SLC LOOP FROM (+) PREVIOUS DEVICE (_) (+) (-) SLC LOOP FROM PREVIOUS DEVICE BX -501 BASE SMOKE OR HEAT DETECTORS O U g0 Z Z U � >�c rvz SLC LOOP FROM (+) PREVIOUS DEVICE (_) (+) (-) SLC LOOP FROM PREVIOUS DEVICE BX -501 BASE WITH RA40OZ REMOTE LED ANNUNCIATOR CMX NOTIFICATION APPLIANCE CIRCUIT TYPICAL FOR ALL 24VDC NOTIFICATION APPLIANCES MGM 4041 47K, 1/2 WATT EOL RESISTOR P/N 418340 SLC LOOP FROM (+) �� ��REkLAN SLC LOOP TO PREVIOUS DEVICE 11(-) NEXT DEVICE (IF ANY) AUX 24VDC POWER FROM LAST DEVICE REQUIRING POWER RUC Vn A77 47K EOL RELAY END OF LINE RELAY (AUX 24VDC) SLC LOOP FROM (-) PREVIOUS DEVICE (+) AUX 24VDC NEXT DEVICE (+) SLC LOOP TO ( ) NEXT DEVICE ISO—X ISOLATION MODULE CLOSE DAMPER 1 CLOSE DAMPER 1 S NO C 240 ® NCMR-201/C1156) 73. NO 24 Sc S NC ;DR 0 CONTROL RELAY SLC LOOP TO (-)1 NEXT DEVICE (+) 1 SLC LOOP FROM (-)1 PREVIOUS DEVICE (+) 1 AUX 24VDC (+) 1 PREVIOUS DEVICE () Ic 9 8 2(+) CMX-2 7 3 4046 4 NO 5 FORM 0 11ELW WREN DOM MBS JI t JP ME BROKEN SLC LOOP FROM 1(+) PREVIOUS DEVICE 1(-) HVAC DAMPER SHUTDOWN CONTROL MODULE/CONTROL RELAY m NM WO REa11aEJg1 _� SLC LOOP TO 1 NEXT DEVICE (IF ANY) ANY CONVENTIONAL DEVICE WHICH IS MONITORED SUCH AS, ABORT, MANUAL RELEASE, TAMPER, WATERFLOW, FIRE ALARM STATIONS ETC. MMX -101 OR MMX -1 MONITOR MODULE REV. # DESCRIP110N DATE P144 P 12 PR n hR ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM ELECTRICAL WIRING DETAILS 13300 S.E. 30th. BELLEVUE, WA. 98005 (209)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 7 OF 10 DRAWING NO.: 197007 I I I - 8'10" ZONE #3 PART 1 TRANSMISSION AGER +0" ZONE #3 PART 3 13'5" 2'7" ZONE #3 PART 2 8" SWITCH FAC LITY ■ 5'8\ LOBBY MAP ROOM ZONE #4 c � 5,3. ■ POWER ROOM I ZONE #2 TX 11 r 10 8" 10'6" - L- J 21' 13' �- CO—LOCATE ROOM x 13' I 12-10" 7 I 2' ZONE #8 ... er.r T r r r r.T•T • • 00 00 INERGEN ROOM OO�QS?QO O n000a SONE —0. •••000000c_ ZONE #1 X MATERIAL`? MANAGEMENT 16' p PIPING PLAN SCALE 1/8" = 1'0" FLAG NOTES FIELD ASSEMBLY OF RACKING IS REQUIRED. THE INSTALLER (McKINSTRY) IS REQUIRED TO PROVIDE MISCELLANEOUS HARDWARE SUCH AS NUTS, BOLTS, WASHERS ETC. ZONES ARE PROVIDED FOR INFORMATION ONLY. THEY ARE IDENTIFIED AS SUCH ON THE INERGEN CALCULATIONS AS WELL. ZONES 5, 6. 8 ARE NOT PROTECTED BY INERGEN. G ZONE #5 WORK AREA 0 0 7'4 12" 12" SECURITY ROOM JAN WOMEN BREAK ROOM 6'10" ZONE #7 PI ECTRICAL ROOM Aft Aft A* AA A Allk API A* A aft AI\ 411 r/ vrvr/ vrr vr► vlri vr► vr/ vi► 'vi 'v�r�vrr ' ' ' w vr/ lir �TAI►7Aw AI► Aft Af►a AN► A�M;wM� A{.'A� Aft API aft •�ravraaura�a W/ Nil/ me N2 S Md!, ! IN ' DIT VE TEE. 2 I/2" TO ZONE 3 PART 2 TO ZONE 3 PART 1 TO ZONE 3 1 PART 3 PIPING SIZES ARE SHOWN AS DIMENSIONS. OPPOSITE SIDES OF IMNFOHD ARE MIRROR IMAGES. TO ZONE 1 3/�-'r\Y 1 UA• 3 0 TO ZONE 7 - ALL PPM IN THIS ft ft V. IS 4 LLi INERGEN ROOM PIPING MANIFOLD PLAN SCALE 1/8" = 1'0" 00� �••••�NXi gNi•••A000) iC �fi[Oijalf 1r 4 ui[• 2 I/2" 6 CYL BACK FRAME W/ (2) 3 CYL CLAMP B (2) 27" BOLTS (Tr 5 PLACES) - RG -N ROOV •x.g••114._ .j. i�i ei4 2 ,/2" 4 CYL BACK FRAME W/ (2) 2 CYL CLAMP 0 2 13" BOLTS (TYP 2 PLACES) 6 CYL BACK FRAME W/ (2) 3 CYL CLAMP BOLTS POSTE SIDES OF I MIIF= ABE MIRROR IMAGES. ALL PIPING IN THIS aItmm exrxe .i.x• •fix• 111 INERGEN ROOM RACKING ARRANGEMENT SCALE 1/8' = 1'0" REV. # DESCRIPTION DATE hih PrIli l gt$Raed ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM INGERGEN SYSTEM PIPING 13300 S.E. 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 8 OF 10 DRAWING NO.: 197008 13'6' 13'6" 301: 1 1/2" NOZZLE CODE .8594 13'6' 302: 1 1/2° NOZZLE CODE .8594 303: 1 1/2" NOZZLE CODE .8594 113 304: 1 1/2" NOZZLE CODE .8594 PIPING SIZES NODE 11 — NODE 15: 3" PIPE NODE 15 — NODE 16: 2' PIPE NODE 16 TO NOZZLES 301 & 302 1 1/2" NODE 15 TO NODE 19: 2' PIPE NODE 19 TO NOZZLES 303 It 304 1 1/2" CO—LOCATE ROOM PIPING (ZONE 1) NOT TO SCALE 0 2'7' 301: 1 1/4' NOZZLE CODE .7031 7'7' —ORIFICE UNION 2'7" 302: 1 1/4" NOZZLE CODE .7031 PIPING SIZES NODE 9 — NODE 12: 2' PIPE NODE 12 — ALL NOZZLES 1 1/4" POWER ROOM PIPING (ZONE 2) NOT TO SCALE 18'6' In —ORIFICE UNION 9 12'6' 12'6' 303: 1 1/2" NOZZLE CODE .9063 304: 1 1/2" NOZZLE CODE .9063 :1 12'6' 12'6" 301: 1 1/2" NOZZLE CODE .9063 302: 1 1/2' NOZZLE CODE .9063 PIPING SIZES NODE 15 — NODE 19: 3' PIPE NODE 19 — NODE 20: 2' PIPE NODE 20 — TO NOZZLES 301 & 302 1 1/2' NODE 19 — NODE 23: 2' PIPE NODE 23 — TO NOZZLES 303 & 304 1 1/2" 17'6" —ORIFICE UNION TRANSMISSION AREA (ZONE 3 PART 1) NOT TO SCALE NOTE: DIMENSIONS ARE APPROXIMATE. THIS IS A 'DOUBLE ROW' TYPICAL DRAWING. BACK TO BACK ROWS ARE SIMILAR. McKINSTRY IS RESPONSIBLE FOR ASSEMBLING THE FRAME WITH THE PARTS PROVIDED. MISCELLANIOUS FASTENERS AND OTHER PARTS ARE McKINSTRYS RESPONSIBIIJTY. BOLTING DIRECTIONS BACK FRAME TO UPRIGHT— (1)2 1/2°x1/2° CARRIAGE BOLT, FLATWASHER, LOCKWASHER AND NUT. (9/16" CLEARANCE HOLE) WEIGH RAIL TO WEIGH RAIL SUPPORT— (1) 1 1/2"x7/16" BOLT, FLATWASHER, LOCKWASHER AND NUT. (9/16" CLEARANCE HOLE) WEIGH RAIL SUPPORT TO UPRIGHT— (2) 1 1/2"x7/16" BOLTS, FLATWASHERS, LOCKWASHERS AND NUTS. (9/16" CLEARANCE HOLE) BRACKET FOOT TO UPRIGHT— (2) 1 1/2'x1/2" BOLTS, FLATWASHERS, LOCKWASHERS AND NUTS. (9/16' CLEARANCE HOLE) CYLINDER CLAMP TO BACKFRAME- 10 IN. LONG FOR 50LB. CYLINDERS (73250) 10 1/2 IN. LONG FOR 75LB. CYLINDERS (73251) 12 IN. LONG FOR 100LB. CYLINDERS (73252) CYLINDER CLAMP TO BACKFRAME- 20 IN. LONG FOR 50LB. CYUNDERS (73253) 20 1/2 IN. LONG FOR 75LB. CYLINDERS (73254) 25 IN. LONG FOR 100LB. CYLINDERS(73255) • SOME DRILLING MAY BE REQUIRED • NOTE: PIPING SIZES ARE SHOWN. REDUCER TYPES AND SIZES TO COMPLETE THE DESIGN SHALL BE DETERMINED BY THE INSTALLER WITHIN THE REQUIREMENTS BELOW. Installation Distribution Piping General Piping Requirements All threaded pipes beyond the pressure reducer to be black steel of the following pipe size and grade combinations. ASTM A -106/A-53 Seamless, Grade A Sch. 40—through 2.5 in. ASTM A-53 ERW, Grade B Sch. 40—through 3 in. ASTM A-53 ERW, Grade A Sch. 40—through 1.25 in. All threaded pipes used to construct the manifold, including pipe before the pressure reducer, to be black steel of the following pipe size and grade combinations. ASTM A-106 Seamless, Grade C Sch. 80—through 2.5 in. ASTM A -106/A-53 Seamless, Grade B Sch. 80—through 1.2 in. ASTM A -106/A-53 Seamless, Grade A Sch. 80—through .75 in. ASTM A-53 ERW, Grade B Sch. 80—through 1.0 in. ASTM A-53 ERW, Grade A Sch. 80—through .5 in. All fittings beyond the pressure reducer to be 300 Ib. ANSI B-16.3 block malleable iron threaded fittings through 3—in. size. Forged steel fittings to be used for larger size. Flanged joints to be Class 600 Ib. (Class 300 malleable iron unions or street elbows shall not be used.) All fittings used to construct the manifold, including fittings before the pressure reducer, to be black forged steel 2000 or 3000 Ib. Class ANSI 6-16.11. A120 pipes SHALL NOT BE USED. Cylinder and piping to be securely bracketed -- especially at the fittings and nozzles. Ream, clean and blow out all pipe before installing. All dead end pipe lines to be provided with a capped nipple, 2 in, long. All pipe lengths are measured center to center of fittings. All distribution pipe and fittings must be assembled using either pipe tape or pipe dope. Do not add to the first two threads nearest the end of the pipe. Install pressure reducer/union in the piping with the orifice identification tab on the pressure inlet side of the system. The 1 1/4 in., 1 1/2 in. and 2 in. pressure reducer/union must be installed per the direction of the flow arrow stamped on the body. Size reductions can be accomplished with the use of reducing bushings, reducing couplings, reducing tees, or reducing elbows. Pressure reducer must be the same size as the system manifold outlet pipe size. REV. # DESCRIPTION DATE ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM PIPING ISOMETRICS AND DETAILS 13300 S.E. 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 9 OF 10 DRAWING NO.: 197009 26" 12'6" 303: 1 1/2' NOZZLE CODE .9063 304: 1 1/2" NOZZLE CODE .9063 17"6" 0�1 -ORIFICE UNION SWITCH FACILITY (ZONE 3 PART 2) NOT TO SCALE PIPING SIZES NODE 15 - NODE 19: 3" PIPE NODE 19 - NODE 20: 2" PIPE NODE 20 - TO NOZZLES 301 & 302 1 1/2" NODE 19 - NODE 23: 2" PIPE NODE 23 - TO NOZZLES 303 & 304 1 1/2' 302: 1 1/2' NOZZLE CODE .9375 301: 1 1/2' NOZZLE CODE .9219 303: 1 1/2" NOZZLE CODE .9375 PIPING SIZES NODE 13 - NODE 17: 2 1/2" PIPE NODE 17 - NODE 19: 1 1/2" PIPE NODE 18 - NOZZLE 301: 1 1/2" PIPE NODE 17 - NODE 19: 2' PIPE NODE 19 - NOZZLES 302 & 303 1 1/2" PIPE LEI 2'6" —ORIFICE UNION SWITCH FACILITY (ZONE 3 PART 2) NOT TO SCALE ie 7.7' © -ORIFICE UNION 301: 1 1/4' NOZZLE CODE .7813 PIPING SIZE ALL PIPING IS 1 1/4' PIPE MAP ROOM PIPING (ZONE 4) NOT TO SCALE 301: 1 1/2' NOZZLE CODE .9219 8❑ -ORIFICE UNION PIPING SIZES ALL PIPING IS 1 1/2' PIPE ELECTRICAL ROOM PIPING (ZONE 7) NOT TO SCALE REV. # DESCRIPTION DATE ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 INERGEN FIRE DETECTION AND SUPPRESSION SYSTEM PIPING ISOMETRICS 13300 S.E. 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 10 OF 10 DRAWING NO.: 197010 a~� OP OI m OP m OP 4 OI . OP )4n m X m P 1 m m m ® n m OO I OO P MIMI= ® I m m m I I AAw�l' • L \ 01 • Iy I®P ,op P cn 0 w m ®I cn —"..PZ OP w cn m J IF THIS DRAWINIS 11" x 17' IT BEEN REDUCED TO 1/2 SIZE. eV 5 ID' 0 COORDINATION PLAN ACOUSTIC TILE CEILING LAYOUT SCALE: 1/8' = 1'0' OOP 0 71;‹ OI e m 4 LEGEND SMOKE DETECTOR (PHOTOELECTRIC OR IONIZATION) ID HEAT DETECTOR INERGEN NOZZLE Q SPRINKLER HEAD REV. # DESCRIPTION DATE ELECTRIC LIGHTWAVE TUKWILA SWITCH 13075 GATEWAY DRIVE S. TUKWILA, WA 98168 ACOUSTIC TILE CEILING COORDINATION PLAN 13300 S.E 30th. BELLEVUE, WA. 98005 (206)682-3419/641-2127 FAX (206)562-6662 DRAWN BY: FTG DATE: 10/2/98 PROJECT MGR: WAL ELECTRIC LIGHTWAVE APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 98-1970 SHEET: 1 OF 1 DRAWING NO.: 1970coord PLOTTED DIRECTLY TO PORT NO PLOT FILE CREATED 0 -TCLCIS fl 20 SWIVEL EA, FIIT/6 GRINNELL PS 2651 A BEAM CLAMP (2) TYPICAL STRUCT BEAM GRINNELL PS 200 STRUT .1% ria "MEI IN SCI -I 40 PIPE 0• 2 -WAY EARTHQUAKE BRACE -4- 2 -WAY WITH LONGITUDINAL EQ. BRACE• 4 -WAY EARTHQUAKE BRACE STRUT NUT PER SCHEDULE BOLT PER SCHEDULE PIPE SIZE A LENGTH 1" SCH 40 0'-0' TO r-0. 1W SCR 40 r -o- To 9-0 IW sag 40 9-0. TO 10-4" r SCH 40 10'-4. TO 13-1 ATTACHMENT TO STRUCTURE NIITE ALL SWAY BRACES CAN BE INSTALLED FROM Cr TO MAX 4S. FROM HERITZONAL. PIPE SIZE BOLT SIZE & LENGTH NUT SIM DISTANCE BETNEEN LATERAL BRACES r & mow W. x 1W BOLT 441. 40'-0. MAX. 6. W X 114. BOLT W 40.-0. MAX. r W X 1W. BOLT W 20.-0 MAX. ROD COUPLING M TR PIPE SIZE DIM A DIM B ROD SIZE 1'' X-2" 1 1" 11/4" X-21/2" 11/4" 3/4" 1V2' X-2½" 1V2 443" 2" X- 1 44" Y8" 21/2" X-3" 2" Ya" 3" X-31/2" 21/2" Y13" 3 1/2 " X - 33/4" 2 4/4 " 3/8" 21/2" X-4" 3» Y8" 5" X-5'' 31/2" 1/2'' 6" X-6" 4Y2" 1/2" 8" X-7" 51/2" 1/2" WOR1/2"NUT 1"MIN STEEL BEAM METHOD OF ATTACHMENT TOLCO NO.65 C CLAMP FOR TOP OR BOTTOM BEAM USE PIPE SIZE DIM A DIM B DIM C NUT SIZE 1" X+1 1" YE" Ys" 11/4" X+1 1¼" 3/43" 3/8" 1Y2" X +1 " 1½" 4/8" YE" 2" X+1/2" 2" Ya" Ys" 21/2" X+1/2" 2" " 3/8" 3" X+0 21/2" 4/8" 4/8" 3 V2 " X- 1/2" 3" " Ys" 4" X" " Y" 41" 5" d x -i" X-2 -'" 41/2 11.7" Y2 V" 8" X-3" 51/2" 1/2" Y2" JOIST ANGLE IRON ASHER JOIST ROUND BAR HANGER RING • Without Comments • As Noted in Red • • Per The Attached Letter These plans have been reviewed by The Tukwila Fire. Prevention Bure.au for conformance with current city standards. Acceptance is subject to errors and r)rnissions which do nct authorize violations of adopted ` standards and ordina;---:.s. The responsibility for the adequacy of design rei.s_ lotally with the designer. Additions, deletions or revons to these drawings after ihis date will void this acceptance and will require a resubmittai of revised drawings for subsequent approval. nal acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: e0 By:rj TUKWILA FIRE DEPARTMENIZ Haase call: 575.4407 and_give this job No. and exact address for shut, down or restoration approval; ROE. 111115910 =MED a EXISTING PIPING xxxxxxx EXISTING PIPING TO BE REMOVED NEW PIPING EXISTING RISER NEW PREACTION SYSTEM EXISTING 1" OUTLET EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER RELOCATED NEW SPRINKLER PIPE HANGER GROOVED COUPLING RIGID COUPLING CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT + 4-7 EARTHQUAKE BRACING 4 El LPG BOD BOB BOJ FOS FOW FOC AFF CH R.C. <c E/C C/C C/E G/G T/G T/F ATR 1=1 1=1 E ND CENTERLINE PIPE TO BOTTOM OF CENTERLINE PIPE TO BOTTOM OF CENTERLINE PIPE TO BOTTOM OF FACE OF STUD FACE OF WALL FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO G/T) THREAD/"FIT" (ALSO F/T) ALL -THREAD ROD CIO DECK BEAM JOIST GENERAL NOTES 1 MODIFICATIONS TO EXISTING SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13. 2 ALL ADDED MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED. 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PREACTION DETECTION, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 BUILDING CONSTRUCTION IS GLU-LAM BEAM/Td, COMBUSTIBLE AT ROOF; I-BEAM/STEEL BAR JOIST, NON-COMBUSTIBLE BELOW MEZZANINE. 9 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE 0.13 GPM PER SQ. FT. FOR THE MOST REMOTE 3900 SQUARE FEET. ROOM DESIGN METHOD USED BELOW MEZZANINE. 10 ORDINARY HAZARD OCCUPANCY, MAXIMUM SPRINKLER COVERAGE IS 130 SQUARE FEET PER HEAD. 11 1" - 2" PIPING TO BE SCHED 40 AND/OR DYNA-THREAD; 2 1/2" TO 4" TO BE DYNA-FLOW AND/OR SUPER-FLO; 6" TO BE SCHEDULE 10. SCOPE: 1 SEGREGATE THE ELI SPACE FROM SHEPARD AMIJLANCE AT GRID LINE 8 & THE WEST TENANTS AT GRID LINE 3. 2 CUT INTO EXISTING 8" RISER ABOVE VALVES & INSTALL NEW FEEDMAIN TO PREACTION VALVE ROOM, 3 INSTALL 4" DOUBLE INTERLOCK PREACTION VALVE; INSTALL NEW FEEDMAIN & CROSSMAIN. 4 CONNECT NEW CROSSMAIN INTO EXISTING 2" BRANCHLINES AT ROOF. TEE INTO EXISTING SPRIGS & INSTALL NEW PENDENT SPRINKLERS BELOW CEILING. 5 REMOVE THE EXISTING 4" CROSSMAIN WEST OF GRID LINE 8 & REINSTALL IT EAST OF 8, (SHEPARD AMBULANCE SIDE). CONNECT TO EXISTING BRANCHLINES,_ 6 CUT THE EXISTING 1 1/2" BRANCHLINES BELOW MEZZANINE & CAPON EACH SIDE OF WALL AT GRID LINE 8. 7 INSTALL NEW CROSSMAIN FOR BELOW MEZZ. HEADS. USE EXISTING SPRIGS FOR GOOSENECKS TO NEW PENDENT HEADS. - 8 2ND FLOOR (ABOVE MEZZ.) IS SHEPARD AMBULANCE SPACE AND WILL NOT BE ON PREACTION SYSTEM. 9 INERGEN FIRE PROTECTION SYSTEM DESIGNED BY OTHERS & SUBMITTED UNDER SEPARATE COVER. 10 ADD OR RELOCATE EXISTING ROOF SPRINKLERS FOR NEW FULL HEIGHT FIRE RATED WALLS. 11 EXTEND THE EXISTING 6" UP TO 2ND FLR TO CONNECT INTO RELOCATED 4" CROSSMAIN. SEE ATTACHED SMITH DRAWINGS FOR REFERENCE PURPOSE, EXISTING SPRINKLERS, CALCULATION PARAMENTERS & WATER SUPPLY ED 2 2 2 2 2 2 re. OM. COMO =um mom dza* 47,am 1.1104+ .m0 ORPOIVOMMI came wisp ...01V110 coma ,0.11540 maw exam mum 466.10 f/M/VP ./M40@MI (.0 1_ 2 4c, ‹, t-.4424.4.4-4® 444444. 44=4. 444.4" 2 <c-, 2 C !MEW MIM160t am, saw= MISMV MIMS PM•2146.. ealiffs WX1++, WM! MMEMM al@IP aRSIMP 61666P f•daa, W&A E2 1011016GMOR MMEMP AMMO/ OMMIP C@IR. ORM= MM. POMO. 61.00. L2 C 2 (c, 2 2 c../ COMM 061•MS 66MMV,1106/ OMMVIS MOM= iN@O =MED AMM1610 MOMM e@vv 8.1960 54096 664.6, +6. .466;0388 PPM= .11061110 <<, 2 C MIMI= COMP WWI., =MOM *IMP RIMOVIMIP MOMPOS MM.= 660.64 PleeP 1060VP WIZ= CMS= MI@Or ‹c1 emo. msg. 46.160 9166666 MOP OM} imam cam azzaeps... occam =ma .01.0 =Imo MIMISM CAP BRANCHLINES 1' FROM FACE OF WALL ON EACH SIDE & REMOVE SECTION OF PIPE TO SEGREGATE ELI FROM THIS TENANT - TYPICAL FROM GRID LINES A THROUGH D AT 3. WM,/ MIDMVP .4!$77. T... _ _ _ _ , MOM. dIMV MMM. @OW MII ••••• LP •M=P MEMO COMM MOMS k.66/ m6600 mv6@ =MEM 0.0. €14▪ . 6.1111MIM Mma vIMEMIR IMMIVIM =WM =MOP PME/M0 66/316m - *oz .700.0 nom. a• ••••• 1101 •s =MOS /MOM/ 11=411.1ire v//fIIMMA MIII660. 46600 MRII1626v SHEPARD AMBULANCE SPACE ON 2ND FLOOR THIS AREA TO BE SEGREGATED FROM ELI SPACE AND IS TO REMAIN PART OF THE WET SYSTEM. -4444444®44 (.4/1' XlellXvigmas eMmlive m11,01. 166M Minns 1ea. ta. MOM= easse@meas 44%, Xr.r)e-ar.ar .7.77417- ,777--ar Ccv MOM! •EMMIM atiMMIM MeRIV€ CUT & CAP BRANCHLINES \ EAC- IDE OF T -E MEZZANINE WALL T GRID LINE 6. SEGREGATE ELI SP CE FROM SHEPARD SDACE. <<, <c• MIIIIRMIV@MAP .616.01, 1.11.106. .111MMIP MIDIMM. .12@IP =MEM =Mall 610601, 4611111111. 064•917 MEOW. MM./ 4.61/0. M16.12,661 MM./ 460010,2621m/ 6€40/ OM! =MEM PVIRMIM PROMIX/1 .1611.90>M0M C 9 @PM AMMO /11.••• 6.06104.21113M COMM OOP MIMI/ .906610 111211MIM MIMS. /MEW OVISEMP OM® CUT INTO EXISTING 8" RISER ABOVE VALVES AND INSTALL NEW FEEDMAIN TO FEED NEW 4" DOUBLE INTERLOCK PREACTI SYSTEM FOR ELI. <<, 2 <c,. 2 MOM 011.16P 611.606*669 ef6161M = MOM, WAR 21/6616, malee• VI@ID OPM0S COMM 4=601P IMMO fiNII@COMMO MMMIM 0MM= VIIIMMILO*01600 MMMW MMIMM OMMIM MIMED. 461.166 GIMIARM 6116610 461.0160 4 asso 6660.0 6110616 4:00.10.211r 466106 10910so =VIM MOM VOA. 0116.00 4161110 ii=11111 MOO= 611*Or 661100. MEM* an= MM. 41.11111golowas <<, Ctfelle PPRIMM, 411111166P 6,11601, /811gp .1601106/ 10001100, VIMIRROM MEMOMP 434X-4 1(-X-14> == = 4444- -4= = = come. ...74)00040 raMIOP'' MOM= RIMMOM WORM 06.0111D UMW MM. M@M MIMMILIP PIMP MN! 61VVIMP 06010@MMIMOD / LW <<1 = 6611610 = 0166•114/61P1 arm Mina COM .1* 6 saw moo sams@pmr. 1 1 ms- •-704`-77^-, ^4=1 t 3(1666XM4CSIVMM 1VMMIVerj.&7M/v IMAM/ 6=IMM /1M/M) actes, mr.s1= arta-, ..,_;if_j;70-7.17j >1 VII6110 >t< - . 2 VIRMIVIM 4/1.91 4610 XIIS 04118416(4011.10 Pe SP 0•626. MOS. .66.110 111€10 mac. ilftass....i10 arm. 1vaskyalocral ' - /MOM 6106111. MM.= 4616€6066/0 i •ch 11 -.CMS! 061.10 2 )Pc4(44, X.,..41[CMMTM• MAIM6,611M-91. Vtir--/T MAM-211. •`..& -e_41 490016. 91611680 MI61.60 *PM 6169611, OSIZPOW .696666 OM= 9410 61111660. .101110 am. 41Eszo (c( rarsews et:gloom VIIIIMMIP mama. IMMO, vIIMODM 611111101M WIINOOR =MEM •ffi1011e <<‘ .16611, 61611111D M11116.10 @(//60 6661.16. WPM, maw ant an* Vai.10 - mom. - eall@telimear CAM 410 X >_< - >f(c Os. .1100/1. as.. =MD stress R 2-4 1/8" = 1' 011 = 1---U-- U 1 RELOCATED 4" CROSSMAIN ▪ FROM WEST SIDE. OF WALL ▪ AT GIRD LINE 5. 1/2 k/ 1 j22.. c 1j'2 c 2 REMOVE EXISTING 4" CRO AND REINSTALL ON THE S AMUBLANCE SIDE OF THE AT GRID LINE 8. SMAIN rIEPARD ALL RELOCATED 4" CROSSMAIN FROM WEST SIDE OF WALL AT GIRD UNE 8. ,.. CONNECT -TO RELOCATED CROSSMAIN ' MAIN UP TO 2ND--FLR & . .- - WITH 'TEE; -EXTEND\ 6 'REPLACE ELBOW /2 - <<„ 1/9 1 s 1=1 CI 1=1 ii'i r- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111111 1 1 1 1 1 1 1 1 1 -1 L .L -L J _L- J - E D - o PLOT DATE: 10-7-98 ' `1111911111148. on i=g q, MIN H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005. 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 oef 1 3 1998 g ...... APIDOVA PROJECT: McK. PROJECT NUMBER: 4573 TITLE: FIRE SPRINKLER EXISTING PIPING PLAN GENERAL NOTES & DETAILS SHEET: FP 1 of 3 - - s t I JOB: ELECTRIC L I GHTWAVE 13075 GATEWAY TUKWILA, WA DRIVE WATER FLOW TEST: STATIC: I 50 RESIDUAL: 94 G.P.M.: 5160 SYSTEM DEMAND: G.P.M.: 640 4 P.S.I.: 78 . 2 SYSTEM: I DATE: 10-7-98 . SPRINKLER CAW. BY: KF JOB #: 4573 SCALE: C (7) a. W Lt D co fi) 16fiLi GPU 170 160 150 175 185 1552 e:L„,.........,,...._ 140 130 145 ...._ 135 --..,...........„, 120 110 loo 125 115 105 5160 GPM @ 94 PSI 90 95 ------.......„4„.....0 . - 8° 70 80 85 640.4 GPM 0., 781 PS 75 . z 65: 55 40 30 20 10 0 452 35: 25 15 5 _ F. I ,,,,,,,, ill n1.85 1111 111 1111 1111 1111 1111 1111 111111111 111111111 111111111 11111 11111 Scoe C a y itY 11t. i t' iag . .. , i•tY y s SHEPARD AMBULANCE SPACE ON 2ND FLOOR THIS AREA TO BE SEGREGATED FROM ELI SPACE AND IS TO REMAIN PART OF THE WET SYSTEM. -4444444®44 (.4/1' XlellXvigmas eMmlive m11,01. 166M Minns 1ea. ta. MOM= easse@meas 44%, Xr.r)e-ar.ar .7.77417- ,777--ar Ccv MOM! •EMMIM atiMMIM MeRIV€ CUT & CAP BRANCHLINES \ EAC- IDE OF T -E MEZZANINE WALL T GRID LINE 6. SEGREGATE ELI SP CE FROM SHEPARD SDACE. <<, <c• MIIIIRMIV@MAP .616.01, 1.11.106. .111MMIP MIDIMM. .12@IP =MEM =Mall 610601, 4611111111. 064•917 MEOW. MM./ 4.61/0. M16.12,661 MM./ 460010,2621m/ 6€40/ OM! =MEM PVIRMIM PROMIX/1 .1611.90>M0M C 9 @PM AMMO /11.••• 6.06104.21113M COMM OOP MIMI/ .906610 111211MIM MIMS. /MEW OVISEMP OM® CUT INTO EXISTING 8" RISER ABOVE VALVES AND INSTALL NEW FEEDMAIN TO FEED NEW 4" DOUBLE INTERLOCK PREACTI SYSTEM FOR ELI. <<, 2 <c,. 2 MOM 011.16P 611.606*669 ef6161M = MOM, WAR 21/6616, malee• VI@ID OPM0S COMM 4=601P IMMO fiNII@COMMO MMMIM 0MM= VIIIMMILO*01600 MMMW MMIMM OMMIM MIMED. 461.166 GIMIARM 6116610 461.0160 4 asso 6660.0 6110616 4:00.10.211r 466106 10910so =VIM MOM VOA. 0116.00 4161110 ii=11111 MOO= 611*Or 661100. MEM* an= MM. 41.11111golowas <<, Ctfelle PPRIMM, 411111166P 6,11601, /811gp .1601106/ 10001100, VIMIRROM MEMOMP 434X-4 1(-X-14> == = 4444- -4= = = come. ...74)00040 raMIOP'' MOM= RIMMOM WORM 06.0111D UMW MM. M@M MIMMILIP PIMP MN! 61VVIMP 06010@MMIMOD / LW <<1 = 6611610 = 0166•114/61P1 arm Mina COM .1* 6 saw moo sams@pmr. 1 1 ms- •-704`-77^-, ^4=1 t 3(1666XM4CSIVMM 1VMMIVerj.&7M/v IMAM/ 6=IMM /1M/M) actes, mr.s1= arta-, ..,_;if_j;70-7.17j >1 VII6110 >t< - . 2 VIRMIVIM 4/1.91 4610 XIIS 04118416(4011.10 Pe SP 0•626. MOS. .66.110 111€10 mac. ilftass....i10 arm. 1vaskyalocral ' - /MOM 6106111. MM.= 4616€6066/0 i •ch 11 -.CMS! 061.10 2 )Pc4(44, X.,..41[CMMTM• MAIM6,611M-91. Vtir--/T MAM-211. •`..& -e_41 490016. 91611680 MI61.60 *PM 6169611, OSIZPOW .696666 OM= 9410 61111660. .101110 am. 41Eszo (c( rarsews et:gloom VIIIIMMIP mama. IMMO, vIIMODM 611111101M WIINOOR =MEM •ffi1011e <<‘ .16611, 61611111D M11116.10 @(//60 6661.16. WPM, maw ant an* Vai.10 - mom. - eall@telimear CAM 410 X >_< - >f(c Os. .1100/1. as.. =MD stress R 2-4 1/8" = 1' 011 = 1---U-- U 1 RELOCATED 4" CROSSMAIN ▪ FROM WEST SIDE. OF WALL ▪ AT GIRD LINE 5. 1/2 k/ 1 j22.. c 1j'2 c 2 REMOVE EXISTING 4" CRO AND REINSTALL ON THE S AMUBLANCE SIDE OF THE AT GRID LINE 8. SMAIN rIEPARD ALL RELOCATED 4" CROSSMAIN FROM WEST SIDE OF WALL AT GIRD UNE 8. ,.. CONNECT -TO RELOCATED CROSSMAIN ' MAIN UP TO 2ND--FLR & . .- - WITH 'TEE; -EXTEND\ 6 'REPLACE ELBOW /2 - <<„ 1/9 1 s 1=1 CI 1=1 ii'i r- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111111 1 1 1 1 1 1 1 1 1 -1 L .L -L J _L- J - E D - o PLOT DATE: 10-7-98 ' `1111911111148. on i=g q, MIN H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005. 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 oef 1 3 1998 g ...... APIDOVA PROJECT: McK. PROJECT NUMBER: 4573 TITLE: FIRE SPRINKLER EXISTING PIPING PLAN GENERAL NOTES & DETAILS SHEET: FP 1 of 3 1 (.r) (7) (J-) w 0 0 0 ›- z z 0 LJ cn L1.1 0 z› - LJ uJ z (f) C") liJ w (r) LjJ CC (/) 0 A. 4" CENTRAL DOUBLE INTERLOCK ELECTRIC/PNEUMATIC PREACTION VALVE. B. 4" BUTTERFLY VALVE WITH TAMPER SWITCH. C. 620 GALLON AIR COMPRESSOR D. ELECTRICAL DEVICES, CONTROL PANEL, DETECTORS BY OTHERS. E. CENTERLINE OF HEADER AT 2'0 WITH 2 PIPE STANDS. TO (E) WET SPRINKLER SYSTEM TO PREACTION SPRINKLER SYSTEM SUPERVISORY AIR SUPPLY FIRE ALARM TO DETECTORS MANUAL EMERGENCY STATION TO WATER MOTOR ALARM PREACTION DELUGE VALVE CONTROL PANEL TROUBLE ALARM SOLENOID VALVE PRESSURE SWITCH DRAIN VALVE MAIN CONTROL VALVE 1 - 0 TAP INTO EXISTING FIRE SERVICE RISER BASE MOUNTED AIR COMPRESSOR Fr) M PRESSURE REUEF FUNNEL FLOOR DRAIN CENTRAL MODEL DU1 AIR MAINTENANCE DEVICE 411-11111-1-1111 .41.t I II 1-7 3/4' LV MIN,' LEG WITH DRAIN VALVE & PLUG L FLOOR SLAB E5 6 t E AN. DRY PIPE AIR UNE TRIM BASE MOUNTED AIR COMPRESSOR 3U D NG SEC - ON A G19 _IN 5 EE REMOTE AREA #1, SYSTEM #1 FLOWING .13 GPM OVER 3900 SQ.FT. SYSTEM DEMAND 61 BOR IS 640.4 GPM 78.2 PSI 9'-0" 3'-2 1/2" 6'-4" 10,-0" V-0" 6'-1" 6" 0'-6" 10' - PI 10,-6" 10'-6" 0 0 FOST 0 OSI .5 4 J =P- 0 Immor. TO DRY PIPE VA. NEW VALVE ROOM WITH 4" PREACTION VALVE & TRIM SEE FP -3 FOR HEADS BELOW MEZZANINE ELECTRICAL ROOlitt BELOW — NOT N THIS CONTRACT 8-0 c I 4 1 .32 I V-0" V-0" 5'-6 1/2" 4'--8 1/2* 8'—O" 8'—O" 5'-2" 4.-5 1/2" 5'-3" FIRST FLO(H 1 6 /00F F_ 24 D) 1/8" = 1 0" FO GEN A 0 iS & DE •'••••.•....•••••••-• •• ann.' . :et atteethe and cahrhancy . ; feta. acceptance - ac. harth ahrrenents relate exclusively to the rdeent. r can - eaten fire insurance rates as doternaleed beher . .r. eau° been Card bath ancl asserted re ....- eat set te ecnstrued as had r t 'rettc has bean cearrese A SYM 1C-11 1/2" 10'-11 1/2" 5'-5 1/2- 11'-1 1/2" 11'-1 1/2" 5'-6 1/2" NPT 10'— " MFG. 11'-6 1/2" ESCUT CONN. ® 65 PENDENT CHROME 165 5.60 1/2" 1/2 RELIABLE G RECESSED Thread - C•1 co I in CNI :mt - 1. CO b K) r . C\I '..,.. cr) - I 0 ro IN. o i b Ka ;.: I 'CD CNI 3U D NG SEC - ON A G19 _IN 5 EE REMOTE AREA #1, SYSTEM #1 FLOWING .13 GPM OVER 3900 SQ.FT. SYSTEM DEMAND 61 BOR IS 640.4 GPM 78.2 PSI 9'-0" 3'-2 1/2" 6'-4" 10,-0" V-0" 6'-1" 6" 0'-6" 10' - PI 10,-6" 10'-6" 0 0 FOST 0 OSI .5 4 J =P- 0 Immor. TO DRY PIPE VA. NEW VALVE ROOM WITH 4" PREACTION VALVE & TRIM SEE FP -3 FOR HEADS BELOW MEZZANINE ELECTRICAL ROOlitt BELOW — NOT N THIS CONTRACT 8-0 c I 4 1 .32 I V-0" V-0" 5'-6 1/2" 4'--8 1/2* 8'—O" 8'—O" 5'-2" 4.-5 1/2" 5'-3" FIRST FLO(H 1 6 /00F F_ 24 D) 1/8" = 1 0" FO GEN A 0 iS & DE •'••••.•....•••••••-• •• ann.' . :et atteethe and cahrhancy . ; feta. acceptance - ac. harth ahrrenents relate exclusively to the rdeent. r can - eaten fire insurance rates as doternaleed beher . .r. eau° been Card bath ancl asserted re ....- eat set te ecnstrued as had r t 'rettc has bean cearrese A SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. ® 65 PENDENT CHROME 165 5.60 1/2" 1/2 RELIABLE G RECESSED Thread ISSUED APPOVA PLOT DATE: 10-7-98 —4 ifl H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION instry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 1 1 DRAWN BY: CHECKED B DATE: 9-28-98 PROJECT: McK. PROJECT NUMBER: 4573 AT I ONS TITLE: FI TENRAENTSPMRIODNKI FLEI CR SHEET: FP 2 of 3 NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 331-4" 1064104R6 .8100.1.16 4 33'-4" 33'-4" V.IgattaVa. aitenztlie MOZW.M.b 4_ 1 4 2ND FLOOR IS SHEPARD AMBULANCE SPACE. IT IS NOT PART OF THE PREACTION SYSTEM. SPRINKLERS ARE FED FROM THE EAST SIDE OF GRID LINE 8 1 13 @MC OM 916618M010.4.01{0}..511....• SECT ON AT CRD L NE 6 LOOKING EAST - AUXILIARY DRAIN VALVE V.MarvnDSH,agPog.g...D. 94981(11162. 3'-2 1/2" 6'-4" ELECTRICAL ROOM NOT IN THIS WORK 10,-0" 8'- 6'-1" 5-6" 10'-6" 10'-3" 1 10'-6" 10'-6" z I 1 2 71-710 71 REMOTE AREA #2 SYSTEM #1 FL0V1NG .13 GPM PER SO FT SYSTEM DEMAND BOR IS 245 GPM MEZZANINE AREA IS NON—COMBUSTIBLE I—BEAM AND STEEL BAR JOISTS WITH METAL PAN/CONCRETE DECK. OFFICE AREAS CALCULATED TO A DENSITY OF 0.13 GPM PER SQUARE FOOT USING THE ROOM DESIGN METHOD, NFPA 13 PARAGRAPH 5-2.3.3. SYSTEM DEMAND IS 245.0 GPM © 44.0 PSI AT THE BASE OF THE EXISTING 8" RISER. CUT THE (6) EXISTING BRANCHUNES BELOW THE MEZZANINE. CAP THE LINES ON EACH SIDE OF THE WALL. SHEPARD AMBULANCE LINES ARE 11 2 FED FROM THAT SIDE. INSTALL NEW —0 CROSSMAIN AND CONNECT TO EXISTING LINES ON THE ELI SIDE. USE EXISTING SPRIGS TO MAKE GOOSENECKS FOR PENDENT SPRINKLERS. 1 1 2 **7111 Ilk111111(0111111, .!;- 112 -o .0 !PSI ""...."111111111111111111.61111111111.21,„ 7,7*. -."""IIIIIIIMI11111611151111M1 :AU rdi ELECTRICAL R Okt BELOW — NOT IN TS TNTRAC -E NO - P- -ES A D oc D- -1\ Al RA ala arartra irrt; Art rr'r arra, arraa tracaa: acaTilrE, VrrirtaeatM trati ratjar s - rareproneu rates. Annear...scar- sat - - srarrneen anCt wsupancy shown testenne : 7,1 ars ficra; acceptance. Ina cornmenM m!ate exclusivety to the :case -re ear . es cc- accarr firs atsurance rates as cietentarecr sarrer ea - bean ftsa .,strtt n n7cc-n.c.n tn. SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT 4:gf 9 PENDENT CHROME 165 5.60 1/2" 1/2 RELIABLE G RECESSED d's 25 PENDENT CHROME 165 5.60 1/2" 1/2 RELIABLE G RECESSED ,§) 6 UPRIGHT BRASS 286 8.20 3/4" 17/32 RELIABLE G TOTAL SPRINKLERS THIS SHEET = 40 4'-8 1/2" 8'-0" 4'-5 1/2- MELLA ISSUED CONN. Thread Thread Thread o APPOVA PLOT DATE: I 0-7-98 Nil H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT dc FIRE PROTECTION inslry SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: CHECKED BY: IDATE: 9-28-98 PROJECT: McK. PROJECT NUMBER: 4573 TITLE: FIRE SPRINKLER TENANT MOD I F I CAT I ONS SHEET: FP -3 of 3