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PP - 5795 S 130TH PL - BAKER COMMODITIES INC - PERMITS AND PLANS
5795 S 130TH PL ASSOCIATED PERMITS 17-F-250 13-F-021 17-S-209 IMERN SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 5795 S. 130TH PL Tenant Name: BAKER COMMODITIES Property Owner's Name: BAKER COMMODITIES King Co. Assessor's Tax No.: 0001400005 Suite Number: Floor: New Tenant? ❑ - Yes X No Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: SCOTT JERKE Day Telephone: 253-248-2004 Company Name: SMITH FIRE SYSTEMS Mailing Address: 1106 54TH AVE E, TACOMA, WA 98424 City State Zip E-mail Address: SJERKE@SMITHFIRE.COM Fax Number: 253-926-0726 Total number of new/relocated devices or sprinkler heads: 0 Valuation of Project (contractor's bid price): $ 1358 Scope of Work (please provide detailed information): REMOVE EXISTING PROTECTO WIRE. RECONNECT THE EXISTING RELEASING CONTROL PANEL AND MONITOR MODULES TO THE NEW DRY SPRINKLER SYSTEM. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT ZED AGE Signature:Date: 12/20/17 Print Name: SCOTT JERKE Day Telephone: 253-248-2004 Plan Permit App.doc 1/2/13 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 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.: 0001400005 Site Address: 5795 S 130TH PL Suite Number: Floor: Tenant Name: BAKER COMMODITIES New Tenant? - Yes - No Property Owner's Name: BAKER COMMODITIES Mailing Address: 5795 S 130TH PL TUKWILA WA 98178 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: JEFF SMITH Day Telephone: 253-248-2678 Company Name: SMITH FIRE SYSTEMS Mailing Address: 1106 54TH AVE E TACOMA WA 98424 effsmith . smithfire.com City State Zip E-mail Address: �Fax Number: 253-926-2350 Contractor's City of Tukwila Business License number: bus -0993301 Total number of new/relocated devices or sprinkler heads: 0 Valuation of Project (contractor's bid price): $ 7029 Scope of Work (please provide detailed information): MODIFY THE EXISTING SPRINKLER SYSTEM REPLACING THE PREACTION VALVE WITH A DRY PIPE VALVE PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Jeff Smith Jeff Smith Date: 10/31/17 Print Name: JEFF SMITH Day Telephone: 253-248-2678 Plan Permit App.doc 8/22/14 TFD FP Form 8 Automatic Fire Sprinkler Fire Protection System: Fluid Delivery Time Calculations NFPA-13 Rendering Plant & Water Treatment Plant For: Baker Commodities 5795 S 130th Place Tukwila WA, 98178 By Mr. Sprinkler Fire Protection 100 Derek Place, Suite 100 Roseville, CA 95678 Phone (916) 773 - 7036 / Fax (916) 773 - 6995 E-mail: cad@mrsprinkler.com Washington Fire Protection Contractores License # MRSPRSF922L5 * Fire Sprinklers Save Lives * A FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Baker Comm Rendering Plant Contract No. : City: Tukwila, WA 98178 Project Location: 5795 S 130th Place Date: 1/25/2013 Contractor Information Name of Contractor: Mr Sprinkler Fire Protection Address: 100 Derek Place Suite #100 Phone Number: 916 773-7036 Name of Designer: Joel S. Authority Having Jurisdiction: FM Global - Tukwila Fire Prevention City: Roseville , CA 95678 E-mail: joel@mrsprinkler.com Water Supply Information Date: Location: Source: 1-23-12 Pump House 1000 GPM Diesel Fire Pump Notes File: Tukwila Rendering Plant.tyc Date 1/25/2013 Copyright © 2002-2007 Tyco Fire and Building Products Page 3 .Job : Baker Comm Rendering Plant Fluid Delivery Time Analysis Dry pipe system System Time Parameters Water Supply Parameters Parameters of the 2 Open Heads System Summary System Volume (gal): 1606.8 +Pry )(64e-01, ‘4)1‘)ws.0 "1: 446)'S tit Fluid: Water @ 40F (4.4C) Gas: Air @ 40°F and 5psi Differential Trip Ratio: 0 (Deluge valve) Accelerator: Not Used Trip Time: 15.01s Water Delivery Time: 30.97s @ h80 Operating Time: 31.069s @ h80 Required Water Delivery Time: 50s Safety Factor: 38.1% Flow Pressure 0 128 500 123 800 114 1000 107 1300 95 1500 71 Head# K -Factor Orifice Minimum Transit Time Water Operating Delivery Pressure Time Oper. Time SHALL NOT exceed 50s Open Time (gpm/psi1/2) (in) (psi) (s) h76 8 0.523 7.6 15.74 h80 8 0.523 7.6 15.96 (s) (s) (s) 30.75 30.765 0 30.97 31.069 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. Date 1/25/2013 Page 6 File: Tukwila Rendering Plant.tyc Copyright © 2002-2006 Tyco Fire and Building Products E es V es Job : Baker Comm Rendering Plant N a) 0) (0 d Date 1/25/2013 File: Tukwila Rendering Plant.tyc Copyright© 2002-2007 Tyco Fire and Building Products E E. r• a Job : Baker Comm Rendering Plant I0 rn m a Date 1/25/2013 File: Tukwila Rendering Plant.tyc Copyright 0 2002-2007 Tyco Fire and Building Products , Job : Baker Comm Rendering Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi1/2 ft sq.ft ft ft n6 NODE 0 32 71.85 Node us.Tee - 0 24 n8 NODE 0 32 71.85 Node us.Tee - 0 36 n10 NODE 0 32 71.85 Node us.Tee - 0 48 n12 NODE 0 32 71.85 Node us.Tee - 0 60 n14 NODE 0 32 71.85 Node us.Tee - 0 72 n16 NODE 0 32 71.85 Node us.Tee - 0 84 n17 NODE 0 34 71.85 Node us.90 - 0 96 n18 NODE 0 32 71.85 Node us.Tee - 0 96 n19 NODE 0 34 71.85 Node us.90 - 0 108 n20 NODE 0 32 71.85 Node us.90 - 0 108 h76 HEAD 8 34 40.38 Head Open 121.5 96 h80 HEAD 8 34 40.38 Head Open 121.5 108 n31 NODE 0 32 -1.1 Node us.Tee - 0 0 n32 NODE 0 32 -1.1 Node us.Tee - 0 12 n41 NODE 0 32 71.85 Node us.Tee - 0 20 n42 NODE 0 32 -1.1 Node us.Tee - 0 19 n43 NODE 0 32 35.85 Node us.90 - 0 20 n44 NODE 0 32 35.85 Node us.90 - 0 19 n50 NODE 0 32 -1.1 Node us.90 - 0 -3 n51 NODE 0 32 -3.1 Node us.90 - 0 -3 n52 NODE 0 32 -3.1 Node us.Tee - 0 -5.5 n53 NODE 0 32 -3.1 Node us.90 - 0 -6.5 n54 NODE 0 4 -3.1 Node - 0 -6.5 n55 NODE 0 3 -3.1 Node - 0 -6.5 n56 NODE 0 2 -3.1 Node us.90 - 0 -6.5 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Rendering Plant.tyc Copyright ® 2002-2007 Tyco Fire and Building Products Page 7 Job : Baker Comm Rendering Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psis/z ft sq.ft ft ft n57 NODE 0 O W 0 W 0 W 0 W 0 CO 0 W 0 w 0 W 0 w 0 W 0 W 0 W 0 W 0 W 0 w 0 I 0 I O, O, 0 W O, O, 0 I 0 r 0 N A NJ NJ NJ NJ ? ? .P A 4 ? -A A NJ NJ NJ NJ N NJ N N -5.1 Node us.90 - -6.5 n58 NODE 0 -5.1 Node - -6.5 n59 NODE 0 -5.1 Node us.90 - -6.5 n60 NODE 0 -46.1 Node us.90 - -6.5 n61 NODE 0 -46.1 Node us.90 - 60.5 n66 NODE 0 63.85 Node us.Tee - 20 n84 NODE 0 -86.1 Node us.90 - 60.5 n85 NODE 0 -86.1 Node us.90 - 205.5 n86 NODE 0 -176.1 Node us.90 - 205.5 n87 NODE 0 -176.1 Node us.90 - 275.5 n88 NODE 0 -176.1 Node us.90 - 275.5 srcl SUPPLY 0 -183.1 Supply - 275.5 n5 NODE 0 71.85 Node us.90 - 24 n7 NODE 0 71.85 Node us.90 - 36 n9 NODE 0 71.85 Node us.90 - 48 n11 NODE 0 71.85 Node us.90 - 60 n13 NODE 0 71.85 Node us.90 - 72 n15 NODE 0 71.85 Node us.90 - 84 n21 NODE 0 -1.1 Node us.90 - 0 n22 NODE 0 -1.1 Node us.90 - 12 n4 NODE 0 71.85 Node us.Tee - 12 n33 NODE 0 -1.1 Node us.Tee - 24 n63 NODE 0 -1.1 Node us.Tee - -5.5 n67 NODE 0 63.85 Node us.90 - 21 n3 NODE 0 71.85 Node us.90 - 12 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 8 -Job : Baker Comm Rendering Plant Node# Type Hgroup Fitting. K -Fact. Open/Closed Elev Coverage X Y Spm/psiYz ft sq.ft ft ft n2 NODE 0 32 71.85 Node us.Tee - 0 0 n23 NODE 0 34 -1.1 Node us.90 - 0 24 n34 NODE 0 32 -1.1 Node us.Tee - 0 36 n64 NODE 0 32 4.9 Node us.Tee - 0 -5.5 h96 HEAD 8 32 -1.1 Head Closed 100 -10.5 n68 NODE 0 32 64.85 Node us.90 - 0 21 n1 NODE 0 34 71.85 Node us.90 - 0 0 n45 NODE 0 32 71.85 Node us.90 - 0 -5 n24 NODE 0 34 -1.1 Node us.90 - 0 36 n123 NODE 0 32 -1.1 Node us.Tee - 0 40 n65 NODE 0 32 10.9 Node us.90 - 0 -5.5 h95 HEAD 8 32 4.9 Head Closed 100 -10.5 n89 NODE 0 12 64.85 Node us.90 - 0 21 n46 NODE 0 32 73.85 Node us.90 - 0 -5 n35 NODE 0 32 -1.1 Node us.Tee - 0 48 n124 NODE 0 12 -1.1 Node us.90 - 0 40 h94 HEAD 8 32 10.9 Head Closed 100 -10.5 n90 NODE 0 12 64.85 Node us.Tee - 0 24 h52 HEAD 8 34 40.38 Head Closed 121.5 24 h56 HEAD 8 34 40.38 Head Closed 121.5 36 h60 HEAD 8 34 40.38 Head Closed 121.5 48 h64 HEAD 8 34 40.38 Head Closed 121.5 60 h68 HEAD 8 34 40.38 Head Closed 121.5 72 h72 HEAD 8 34 40.38 Head Closed 121.5 84 h81 HEAD 8 34 30.38 Head Closed 121.5 0 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 9 . Job : Baker Comm Rendering Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psis/z ft sq .ft ft ft h82 HEAD 8 34 30.38 Head Closed 121.5 12 n47 NODE 0 32 73.85 Node us.90 - 0 -8 n25 NODE 0 34 -1.1 Node us.90 - 0 48 n36 NODE 0 32 -1.1 Node us.Tee - 0 60 n125 NODE 0 12 3.9 Node us.Tee - 0 40 n91 NODE 0 12 64.85 Node us.Tee - 0 30 h48 HEAD 8 34 40.38 Head Closed 121.5 12 n48 NODE 0 17 73.85 Node us.90 - 0 -8 h83 HEAD 8 34 30.38 Head Closed 121.5 24 n26 NODE 0 34 -1.1 Node us.90 - 0 60 n37 NODE 0 32 -1.1 Node us.Tee - 0 72 n92 NODE 0 12 64.85 Node us.Tee - 0 38 n100 NODE 0 12 50.85 Node - 0 24 h44 HEAD 8 34 40.38 Head Closed 121.5 0 n49 NODE 0 17 73.85 Node us.90 - 0 -13 h84 HEAD 8 34 30.38 Head Closed 121.5 36 n27 NODE 0 34 -1.1 Node us.90 - 0 72 n38 NODE 0 32 -1.1 Node us.Tee - 0 84 n127 NODE 0 12 3.9 Node - 0 58.5 n93 NODE 0 12 64.85 Node us.Tee - 0 48 n103 NODE 0 12 59.85 Node - 0 38 n102 NODE 0 12 50.85 Node - 0 30 n28 NODE 0 34 -1.1 Node us.90 - 0 84 n39 NODE 0 32 -1.1 Node us.Tee - 0 96 n130 NODE 0 12 3.9 Node - 0 12.5 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 10 •Job : Baker Comm Rendering Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi1/2 ft sq.ft ft ft n94 NODE 0 12 64.85 Node us.90 - 0 50 n69 NODE 0 34 29.25 Node us.Tee - 0 48 n29 NODE 0 34 -1.1 Node us.90 - 0 96 n136 NODE 0 32 -1.1 Node us.Tee - 0 98 n95 NODE 0 12 68.85 Node us.Tee - 0 50 n105 NODE 0 12 55.85 Node - 0 48 h93 HEAD 8 17 53.85 Head Closed 100 -13 h85 HEAD 8 34 30.38 Head Closed 121.5 48 n70 NODE 0 34 29.25 Node us.90 - 0 50 h86 HEAD 8 34 30.38 Head Closed 121.5 60 n40 NODE 0 32 -1.1 Node us.Tee - 0 108 n137 NODE 0 32 -2.1 Node us.90 - 0 98 n96 NODE 0 12 68.85 Node us.Tee - 0 57 n106 NODE 0 12 68.85 Node us.90 - 0 49 n71 NODE 0 39 29.25 Node us.Tee - 0 50 h87 HEAD 8 34 30.38 Head Closed 121.5 72 n141 NODE 0 34 8 Node us.Tee - 0 96 n30 NODE 0 34 -1.1 Node us.90 - 0 108 n131 NODE 0 32 -1.1 Node us.Tee - 0 109 n138 NODE 0 32 -2.1 Node us.90 - 0 99 n107 NODE 0 12 71.85 Node - 0 49 n72 NODE 0 39 22.25 Node us.90 - 0 50 n75 NODE 0 39 32.25 Node us.Tee - 0 50 h88 HEAD 8 34 30.38 Head Closed 121.5 84 n146 NODE 0 34 8 Node us.90 - 0 97 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 11 . Job : Baker Comm Rendering Plant . • Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi'/2 ft sq.ft ft ft n79 NODE 0 32 -1.1 Node us.Tee - 0 110 n132 NODE 0 32 -2.1 Node us.90 - 0 109 n139 NODE 0 22 -2.1 Node us.90 - 0 99 n98 NODE 0 12 68.85 Node us.90 - 0 66 n78 NODE 0 39 32.25 Node us.90 - 0 49 n147 NODE 0 22 8 Node us.90 - 0 97 n142 NODE 0 34 8 Node us.Tee - 0 108 n80 NODE 0 32 -1.1 Node - 0 111 n81 NODE 0 32 -2.1 Node us.90 - 0 110 n133 NODE 0 22 -2.1 Node us.90 - 0 109 n140 NODE 0 22 -1.1 Node - 0 99 n112 NODE 0 12 68.35 Node us.Tee - 0 66 n110 NODE 0 12 46.35 Node us.90 - 0 57 h98 HEAD 8 39 22.25 Head Closed 100 61 h100 HEAD 8 39 32.25 Head Closed 100 61 h101 HEAD 8 39 34.25 Head Closed 100 49 h89 HEAD 8 34 30.38 Head Closed 121.5 96 n148 NODE 0 22 7 Node - 0 97 n143 NODE 0 34 9 Node us.90 - 0 108 n82 NODE 0 32 -2.1 Node us.90 - 0 118 n134 NODE 0 22 -2.1 Node us.90 - 0 108 n121 NODE 0 12 68.35 Node us.90 - 0 69 n111 NODE 0 12 46.35 Node - 0 55 n144 NODE 0 22 9 Node us.90 - 0 108 n135 NODE 0 22 -1.1 Node - 0 108 Date 1/2512013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 12 • Job : Baker Comm Rendering Plant Node Data Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi1/2 ft sq.ft ft ft n114 Node n122 Node h90 Head n145 Node n118 Node n119 Node n120 Node h105 Head n117 Node NODE us.Tee NODE HEAD NODE NODE us.Tee NODE NODE HEAD NODE 0 - 0 - 8 Closed 0 - 0 - 0 - 0 - 8 Closed 0 - 12 0 12 0 34 121.5 22 0 12 0 12 0 12 0 32 100 12 0 62.35 66 70.35 69 30.38 108 8 108 62.35 69 58.35 69 64.35 69 31.4 118 42.85 66 Hydraulic Calculations / Fluid Delivery Time Analysis Date 1/25/2013 Page 13 File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Job : Baker Comm Rendering Plant • Pipe Data Hydraulic Calculations I Fluid Delivery Time Analysis Pipe# Type St. Node# End.Node# Size HWC Length Fittings Eq. Len. Total Len. Material ft ft ft b36 Brline n17 h76 1.5 100 31.47 1(us.90); 3.53 35 10 b40 Brline n19 h80 1.5 100 31.47 1(us.90); 3.53 35 10 rn9 Rnppl n18 n17 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn10 Rnppl n20 n19 1.5 100 2 1(us.90); 3.53 5.53 10 m3 Cmain n6 n8 4 100 12 0 12 10 m4 Cmain n8 n10 4 100 12 0 12 10 m5 Cmain n10 n12 4 100 12 0 12 10 m6 Cmain n12 n14 4 100 12 0 12 10 m7 Cmain n14 n16 4 100 12 0 12 10 m8 Cmain n16 n18 4 100 12 0 12 10 m9 Cmain n18 n20 4 100 12 0 12 10 m10 Cmain n31 n32 6 100 12 0 12 10 m20 Cmain n41 n6 4 100 4 1(us.Tee); 18.78 22.78 10 m21 Cmain n32 n42 6 100 7 0 7 10 SM2 Smain n44 n43 4 100 1 1(us.90); 9.39 10.39 10 SM3 Smain n42 n44 4 100 36.95 1(us.Tee); 18.78 55.73 10 SM4 Smain n50 n31 6 100 3 1(us.90); 12.55 15.55 10 SM5 Smain n51 n50 6 100 2 1(us.90); 12.55 14.55 10 SM6 Smain n52 n51 6 100 2.5 0 2.5 10 SM7 Smain n53 n52 6 100 1 1(us.90); 12.55 13.55 10 DP4 DPV n55 n54 6 0 1 0 1 DV -5 Deluge SM21 Smain n56 n55 6 100 1 1(us.90); 12.55 13.55 10 SM11 Smain n57 n56 6 100 2 1(us.90); 12.55 14.55 10 SM12 Smain n58 n57 6 100 1 0 1 10 U1 Undergrnd n59 n58 8 150 3 1(us.90); 23.71 26.71 PVC200 U2 Undergrnd n60 n59 8 150 41 1(us.90); 23.71 64.71 PVC200 U3 Undergrnd n61 n60 8 150 67 1(us.90); 23.71 90.71 PVC200 SM13 Smain n66 n41 4 100 8 0 8 10 SM14 Smain n43 n66 4 100 28 1(us.90); 9.39 37.39 10 SM19 Smain n54 n53 6 100 28 0 28 10 U4 Undergrnd n84 n61 8 150 40 1(us.90); 23.71 63.71 PVC200 U5 Undergrnd n85 n84 8 150 145 1(us.90); 23.71 168.71 PVC200 U6 Undergrnd n86 n85 8 150 90 1(us.90); 23.71 113.71 PVC200 U7 Undergrnd n87 n86 8 150 70 1(us.90); 23.71 93.71 PVC200 SM22 Smain n88 n87 8 100 5 1(us.90); 15.07 20.07 10 SM23 Smain srcl n88 8 100 7 0 7 10 rn3 Rnppl n6 n5 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn4 Rnppl n8 n7 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn5 Rnppl n10 n9 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn6 Rnppl n12 n11 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn7 Rnppl n14 n13 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn8 Rnppl n16 n15 1.5 100 2 1(us.Tee); 7.06 9.06 10 Date 1/25/2013 File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 14 . Job : Baker Comm Rendering Plant • Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe# Type St. Node# End.Node# Size HWC Length Fittings Eq. Len. Total Len. Material ft ft ft rn11 Rnppl n31 n21 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn12 Rnppl n32 n22 1.5 100 2 1(us.Tee); 7.06 9.06 10 m19 Cmain n41 n4 4 100 8 1(us.Tee); 18.78 26.78 10 m22 Cmain n42 n33 4 100 5 0 5 10 b88 Brline n52 n63 1.5 100 2 1(us.Tee); 7.06 9.06 10 SM15 Smain n66 n67 4 100 1 1(us.Tee); 18.78 19.78 10 b12 Brline n5 h52 1.5 100 31.47 1(us.90); 3.53 35 10 b16 Brline n7 h56 1.5 100 31.47 1(us.90); 3.53 35 10 b20 Brline n9 h60 1.5 100 31.47 1(us.90); 3.53 35 10 b24 Brline n11 h64 1.5 100 31.47 1(us.90); 3.53 35 10 b28 Brline n13 h68 1.5 100 31.47 1(us.90); 3.53 35 10 b32 Brline n15 h72 1.5 100 31.47 1(us.90); 3.53 35 10 b42 Brline n21 h81 1.5 100 31.48 1(us.90); 3.53 35 10 b46 Brline n22 h82 1.5 100 31.48 1(us.90); 3.53 35 10 rn2 Rnppl n4 n3 1.5 100 2 1(us.Tee); 7.06 9.06 10 ml Cmain n4 n2 4 100 12 0 12 10 rn13 Rnppl n33 n23 1.5 100 2 1(us.Tee); 7.06 9.06 10 m12 Cmain n33 n34 4 100 12 0 12 10 b89 Brline n63 n64 1.5 100 6 0 6 10 b93 Brline n63 h96 1.5 100 5 1(us.Tee); 7.06 12.06 10 SM16 Smain n67 n68 4 100 1 1(us.90); 9.39 10.39 10 b8 Brline n3 h48 1.5 100 31.47 1(us.90); 3.53 35 10 ml Rnppl n2 n1 1.5 100 2 1(us.Tee); 7.06 9.06 10 fd1 FeedMain n2 n45 4 100 5 0 5 10 b50 Brline n23 h83 1.5 100 31.48 1(us.90); 3.53 35 10 rn14 Rnppl n34 n24 1.5 100 2 1(us.Tee); 7.06 9.06 10 m23 Cmain n34 n123 4 100 4 0 4 10 b90 Brline n64 n65 1.5 100 6 0 6 10 b92 Brline n64 h95 1.5 100 5 1(us.Tee); 7.06 12.06 10 SM24 Smain n68 n89 4 100 20 1(us.90); 9.39 29.39 10 b4 Brline n1 h44 1.5 100 31.47 1(us.90); 3.53 35 10 b81 Brline n45 n46 1.5 100 2 1(us.90); 3.53 5.53 10 b54 Brline n24 h84 1.5 100 31.48 1(us.90); 3.53 35 10 m24 Cmain n123 n35 4 100 8 0 8 10 b136 Brline n123 n124 1.5 100 20 1(us.Tee); 7.06 27.06 10 b91 Brline n65 h94 1.5 100 5 1(us.90); 3.53 8.53 10 fd4 Feed Main n89 n90 2.5 100 3 1(us.90); 5.87 8.87 10 b82 Brline n46 n47 1.5 100 3 1(us.90); 3.53 6.53 10 rn15 Rnppl n35 n25 1.5 100 2 1(us.Tee); 7.06 9.06 10 m14 Cmain n35 n36 4 100 12 0 12 10 b137 Brline n124 n125 1.5 100 5 1(us.90); 3.53 8.53 10 fd5 FeedMain n90 n91 2.5 100 6 0 6 10 Date 1/25/2013 File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 15 • Job : Baker Comm Rendering Plant e • s Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe# Type St. Node# End.Node# Size HWC Length Fittings Eq. Len. Total Len. Material ft ft ft b112 Brline n90 n100 1.5 100 14 1(us.Tee); 7.06 21.06 10 b83 Brline n47 n48 1.5 100 15 1(us.90); 3.53 18.53 10 b58 Brline n25 n69 1.5 100 30.35 1(us.90); 3.53 33.88 10 rn16 Rnppl n36 n26 1.5 100 2 1(us.Tee); 7.06 9.06 10 m15 Cmain n36 n37 4 100 12 0 12 10 b138 Brline n125 n127 1.5 100 18.5 1(us.Tee); 7.06 25.56 10 b140 Brline n125 n130 1.5 100 27.5 1(us.Tee); 7.06 34.56 10 fd6 Feed Main n91 n92 2.5 100 8 0 8 10 b114 Brline n91 n102 1.5 100 14 1(us.Tee); 7.06 21.06 10 b84 Brline n48 n49 1.5 100 5 1(us.90); 3.53 8.53 10 b62 Brline n26 h86 1.5 100 31.48 1(us.90); 3.53 35 10 rn17 Rnppl n37 n27 1.5 100 2 1(us.Tee); 7.06 9.06 10 m16 Cmain n37 n38 4 100 12 0 12 10 fd7 FeedMain n92 n93 2.5 100 10 0 10 10 b116 Brline n92 n103 1.5 100 5 1(us.Tee); 7.06 12.06 10 b85 Brline n49 h93 1.5 100 20 1(us.90); 3.53 23.53 10 b66 Brline n27 h87 1.5 100 31.48 1(us.90); 3.53 35 10 rn18 Rnppl n38 n28 1.5 100 2 1(us.Tee); 7.06 9.06 10 m17 Cmain n38 n39 4 100 12 0 12 10 fd8 FeedMain n93 n94 2.5 100 2 0 2 10 b117 Brline n93 n105 1.5 100 9 1(us.Tee); 7.06 16.06 10 b70 Brline n28 h88 1.5 100 31.48 1(us.90); 3.53 35 10 rn19 Rnppl n39 n29 1.5 100 2 1(us.Tee); 7.06 9.06 10 m25 Cmain n39 n136 4 100 2 0 2 10 fd9 FeedMain n94 n95 2.5 100 4 1(us.90); 5.87 9.87 10 b95 Brline n69 h85 1.5 100 1.13 0 1.13 10 b96 Brline n69 n70 1.5 100 2 1(us.Tee); 7.06 9.06 10 b74 Brline n29 n141 1.5 100 9.1 1(us.90); 3.53 12.63 10 m26 Cmain n136 n40 4 100 10 0 10 10 b147 Brline n136 n137 1 100 1 1(us.Tee); 3.56 4.56 40 fd10 FeedMain n95 n96 2.5 100 7 1(us.Tee); 11.75 18.75 10 b119 Brline n95 n106 1.5 100 1 1(us.Tee); 7.06 8.06 10 b97 Brline n70 n71 1.5 100 5 1(us.90); 3.53 8.53 10 rn20 Rnppl n40 n30 1.5 100 2 1(us.Tee); 7.06 9.06 10 fd13 FeedMain n40 n131 4 100 1 0 1 10 b148 Brline n137 n138 1 100 1 1(us.90); 1.43 2.43 40 fdll FeedMain n96 n98 2.5 100 9 0 9 10 b121 Brline n96 n110 1.5 100 22.5 1(us.Tee); 7.06 29.56 10 b120 Brline n106 n107 1.5 100 3 1(us.90); 3.53 6.53 10 b98 Brline n71 n72 1.5 100 7 1(us.Tee); 7.06 14.06 10 b101 Brline n71 n75 1.5 100 3 1(us.Tee); 7.06 10.06 10 b152 Brline n141 h89 1.5 100 22.38 0 22.38 10 Date 1/25/2013 File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 16 • Job : Baker Comm Rendering Plant Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe# Type St. Node# End.Node# Size HWC Length Fittings Eq. Len. Total Len. Material ft ft ft b158 Brline n141 n146 1 100 1 1(us.Tee); 3.56 4.56 40 b78 Brline n30 n142 1.5 100 9.1 1(us.90); 3.53 12.63 10 fd14 FeedMain n131 n79 4 100 1 0 1 10 b143 Brline n131 n132 1 100 1 1(us.Tee); 3.56 4.56 40 b149 Brline n138 n139 1 100 10 1(us.90); 1.43 11.43 40 b99 Brline n72 h98 1.5 100 11 1(us.90); 3.53 14.53 10 b102 Brline n75 h100 1.5 100 11 1(us.Tee); 7.06 18.06 10 b104 Brline n75 n78 1.5 100 1 1(us.Tee); 7.06 8.06 10 b159 Brline n146 n147 1 100 12 1(us.90); 1.43 13.43 40 fd3 FeedMain n79 n80 4 100 1 0 1 10 b106 Brline n79 n81 1.5 100 1 1(us.Tee); 7.06 8.06 10 b144 Brline n132 n133 1 100 10 1(us.90); 1.43 11.43 40 b150 Brline n139 n140 1 100 1 1(us.90); 1.43 2.43 40 b125 Brline n98 n112 1.5 100 0.5 1(us.90); 3.53 4.03 10 b105 Brline n78 h101 1.5 100 2 1(us.90); 3.53 5.53 10 b160 Brline n147 n148 1 100 1 1(us.90); 1.43 2.43 40 b154 Brline n142 h90 1.5 100 22.38 0 22.38 10 b155 Brline n142 n143 1 100 1 1(us.Tee); 3.56 4.56 40 b107 Brline n81 n82 1.5 100 8 1(us.90); 3.53 11.53 10 b145 Brline n133 n134 1 100 1 1(us.90); 1.43 2.43 40 b126 Brline n112 n114 1.5 100 6 0 6 10 b134 Brline n112 n121 1.5 100 3 1(us.Tee); 7.06 10.06 10 b124 Brline n110 n111 1.5 100 2 1(us.90); 3.53 5.53 10 b156 Brline n143 n144 1 100 12 1(us.90); 1.43 13.43 40 b108 Brline n82 h105 1.5 100 33.5 1(us.90); 3.53 37.03 10 b146 Brline n134 n135 1 100 1 1(us.90); 1.43 2.43 40 b135 Brline n121 n122 1.5 100 2 1(us.90); 3.53 5.53 10 b157 Brline n144 n145 1 100 1 1(us.90); 1.43 2.43 40 b128 Brline n114 n117 1.5 100 19.5 0 19.5 10 b131 Brline n114 n118 1 100 3 1(us.Tee); 3.56 6.56 40 b132 Brline n118 n119 1 100 4 1(us.Tee); 3.56 7.56 40 b133 Brline n118 n120 1 100 2 1(us.Tee); 3.56 5.56 40 Date 1/25/2013 File: Tukwila Rendering Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 17 FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Baker Comm Water Treatment Plant Contract No.: City: Tukwila, CA 98178 Project Location: 5795 S 130th Place Date: 1/23/2013 Contractor Information Name of Contractor: Mr Sprinkler Fire Protection Address: 100 Derek Place Suite #100 Phone Number: 916 773-7036 Name of Designer: Authority Having Jurisdiction: FM Global - Tukwila Fire Prevention City: Roseville , CA 95678 E-mail: joel@mrsprinkler.com Water Supply Information Date: 10-15-12 Location: Pump House Source: 1000 GPM Diesel Fire Pump Notes File: Tukwila Water Treatment Plant.tyc Date 1/25/2013 Copyright © 2002-2007 Tyco Fire and Building Products Page 3 Job : Baker Comm Water Treatment Plant Fluid Delivery Time Analysis Dry pipe system System Time Parameters Water Supply Parameters Parameters of the 2 Open Heads System Summary System Volume (gal): 1399.6 DY`/ Syrjar. J4114Jwie. a '15LZ dal Fluid: Water @ 40F (4.4C) Gas: Air @ 40°F and 35psi Differential Trip Ratio: 5.5 Accelerator: Not Used Trip Time: 8.9s Water Delivery Time: 24.59s @ h71 Operating Time: 24.649s @ h71 Required Water Delivery Time: 50s Safety Factor: 50.8% Flow Pressure 0 128 500 123 800 114 1000 107 1300 95 1500 71 Head# K -Factor Orifice Minimum Transit Time Water Oper. Time Operating Delivery SHALL NOT Pressure Time exceed 50s Open Time (gpm/psis/z) (in) (psi) (s) (s) (s) h71 8 0.523 7.6 15.69 24.59 h72 8 0.523 7.6 15.34 24.24 24.649 24.246 (s) 0 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. Date 1/25/2013 Page 6 File: Tukwila Water Treatment Piant.tyc Copyright © 2002-2006 Tyco Fire and Building Products Job : Baker Comm Water Treatment Plant Date 1/25/2013 File: Tukwila Water Treatment Plant.tyc Copyright 0 2002-2007 Tyco Fire and Building Products E co eo .13 Date 1/25/2013 File: Tukwila Water Treatment Plant.tyc Copyright ® 2002-2007 Tyco Fire and Building Products Job : Baker Comm Water Treatment Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi'h ft sq.ft ft ft n2 NODE 0 21 -1.5 Node us.Tee - 0 0 n4 NODE 0 21 -1.5 Node us.Tee - 0 10 n6 NODE 0 21 -1.5 Node us.Tee - 0 20 n8 NODE 0 21 -1.5 Node us.Tee - 0 30 n10 NODE 0 21 -1.5 Node us.Tee - 0 40 n12 NODE 0 21 -1.5 Node us.Tee - 0 50 n21 NODE 0 21 -1.5 Node us.Tee - 0 56 n22 NODE 0 21 29.5 Node us.90 - 0 56 n23 NODE 0 21 29.5 Node us.90 - 0 57 n24 NODE 0 21 60.5 Node us.Tee - 0 57 n28 NODE 0 21 60.5 Node us.Tee - 0 86.5 n57 NODE 0 21 60.5 Node us.Tee - 0 60 n59 NODE 0 21 60.5 Node us.Tee - 0 70 n61 NODE 0 21 60.5 Node us.Tee - 0 80 n63 NODE 0 21 62.5 Node us.90 - 0 86.5 n64 NODE 0 21 62.5 Node us.90 - 0 87.5 n65 NODE 0 16 62.5 Node us.90 - 0 87.5 n66 NODE 0 16 64.1 Node us.90 - 0 87.5 n67 NODE 0 16 64.1 Node us.Tee - 0 88.5 n69 NODE 0 16 64.1 Node us.90 - 0 117 n70 NODE 0 16 68.1 Node us.Tee - 0 117 n71 NODE 0 16 78.1 Node us.Tee - 0 117 n72 NODE 0 16 88.1 Node us.Tee - 0 117 n77 NODE 0 16 88.1 Node us.90 - 0 89.4 n78 NODE 0 16 98.1 Node us.Tee - 0 117 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 7 Job : Baker Comm Water Treatment Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi1h ft sq.ft ft ft n83 NODE 0 16 98.1 Node us.90 - 0 89.5 n90 NODE 0 16 99.1 Node us.90 - 0 89.5 n91 NODE 0 14 99.1 Node us.90 - 0 89.5 h71 HEAD 8 14 99.1 Head Open 100 83.5 n93 NODE 0 16 89.1 Node us.90 - 0 89.4 n94 NODE 0 13 89.1 Node us.90 - 0 89.4 h72 HEAD 8 13 89.1 Head Open 100 83.4 n107 NODE 0 21 -1.5 Node us.Tee - 0 -1.4 n108 NODE 0 21 -1.5 Node us.Tee - 0 -3.4 n109 NODE 0 21 -1.5 Node us.90 - 0 -6.4 n111 NODE 0 5 -1.5 Node - 0 -6.4 n112 NODE 0 4 -1.5 Node - 0 -6.4 n114 NODE 0 0 -1.5 Node - 0 -6.4 n115 NODE 0 -3 -1.5 Node us.90 - 0 -6.4 n116 NODE 0 -3 -1.5 Node us.90 - 0 -66.4 1n117 NODE 0 -3 143.5 Node us.90 - 0 -66.4 n118 NODE 0 -3 143.5 Node us.90 - 0 23.6 n119 NODE 0 -3 213.5 Node us.90 - 0 23.6 n120 NODE 0 2 213.5 Node us.90 - 0 23.6 srcl SUPPLY 0 2 213.5 Supply - 0 30.6 n181 NODE 0 21 44.5 Node us.Tee - 0 57 n1 NODE 0 23 -1.5 Node us.90 - 0 0 n3 NODE 0 23 -1.5 Node us.90 - 0 10 n5 NODE 0 23 -1.5 Node us.90 - 0 20 n7 NODE 0 23 -1.5 Node us.90 - 0 30 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 8 Job : Baker Comm Water Treatment Plant Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi1/2 ft sq.ft ft ft n9 NODE 0 23 -1.5 Node us.90 - 0 40 n11 NODE 0 23 -1.5 Node us.90 - 0 50 n14 NODE 0 21 -1.5 Node us.Tee - 0 60 n55 NODE 0 21 60.5 Node us.Tee - 0 50 n29 NODE 0 21 60.5 Node us.Tee - 0 90 n58 NODE 0 23 60.5 Node us.90 - 0 60 n60 NODE 0 23 60.5 Node us.90 - 0 70 n62 NODE 0 23 60.5 Node us.90 - 0 80 n96 NODE 0 16 67.1 Node us.Tee - 0 88.5 n79 NODE 0 16 102.1 Node' - 0 117 n121 NODE 0 21 -2.5 Node us.90 - 0 -1.4 n126 NODE 0 21 -0.5 Node us.90 - 0 -3.4 n182 NODE 0 21 44.5 Node us.90 - 0 56 n13 NODE 0 23 -1.5 Node us.90 - 0 60 n16 NODE 0 21 -1.5 Node us.Tee - 0 70 n32 NODE 0 21 60.5 Node us.Tee - 0 42 n56 NODE 0 23 60.5 Node us.90 - 0 50 n30 NODE 0 21 60.5 Node - 0 94 n41 NODE 0 23 60.5 Node us.90 - 0 90 n97 NODE 0 16 75.1 Node us.Tee - 0 88.5 n106 NODE 0 16 67.1 Node - 0 82 n122 NODE 0 21 -2.5 Node us.90 - 0 -2.4 n127 NODE 0 21 -0.5 Node us.Tee - 0 -5.4 n183 NODE 0 11 44.5 Node us.90 - 0 56 n15 NODE 0 23 -1.5 Node us.90 - 0 70 Date 1/25/2013 Node Data File: Tukwila Water Treatment Plant.tyc Copyright© 2002-2007 Tyco Fire and Building Products Page 9 Job : Baker Comm Water Treatment Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi1/2 ft sq.ft ft ft n173 NODE 0 21 -1.5 Node us.Tee - 0 75 n53 NODE 0 21 60.5 Node us.Tee - 0 40 n215 NODE 0 21 63.5 Node us.90 - 0 42 n98 NODE 0 16 76.1 Node us.Tee - 0 88.5 n105 NODE 0 16 75.1 Node - 0 82 n89 NODE 0 16 68.1 Node - 0 94 n86 NODE 0 16 78.1 Node - 0 94 n123 NODE 0 11 -2.5 Node us.90 - 0 -2.4 n128 NODE 0 21 -0.5 Node - 0 -7.4 n129 NODE 0 21 8.5 Node us.Tee - 0 -5.4 n184 NODE 0 11 44.5 Node us.90 - 0 60 n192 NODE 0 23 18 Node us.Tee - 0 20 n18 NODE 0 21 -1.5 Node us.Tee - 0 80 n174 NODE 0 21 26.5 Node us.90 - 0 75 n51 NODE 0 21 60.5 Node us.Tee - 0 30 n54 NODE 0 23 60.5 Node us.90 - 0 40 n216 NODE 0 13 63.5 Node us.90 - 0 42 h64 HEAD 8 23 39 Head Closed 100 60 h67 HEAD 8 23 39 Head Closed 100 70 h70 HEAD 8 23 39 Head Closed 100 80 n103 NODE 0 13 76.1 Node us.90 - 0 88.5 n130 NODE 0 21 17.5 Node us.Tee - 0 -5.4 n136 NODE 0 21 8.5 Node - 0 -10.4 h4 HEAD 8 23 30 Head Closed 100 0 h8 HEAD 8 23 30 Head Closed 100 10 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 10 Job : Baker Comm Water Treatment Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi1/2 ft sq.ft ft ft n193 NODE 0 23 18 Node us.90 - 0 17 h16 HEAD 8 23 30 Head Closed 100 30 h20 HEAD 8 23 30 Head Closed 100 40 h24 HEAD 8 23 30 Head Closed 100 50 n17 NODE 0 23 -1.5 Node us.90 - 0 80 n137 NODE 0 21 -1.5 Node us.Tee - 0 85 n175 NODE 0 21 26.5 Node us.90 - 0 76 n35 NODE 0 21 60.5 Node us.Tee - 0 22 n52 NODE 0 23 60.5 Node us.90 - 0 30 n217 NODE 0 13 65.5 Node us.90 - 0 42 h61 HEAD 8 23 39 Head Closed 100 50 h43 HEAD 8 23 39 Head Closed 100 90 n100 NODE 0 16 84.6 Node us.90 - 0 88.5 n104 NODE 0 13 76.1 Node - 0 79 n125 NODE 0 11 6.5 Node - 0 -2.4 n131 NODE 0 21 26.5 Node us.90 - 0 -5.4 n186 NODE 0 11 34.5 Node us.Tee - 0 60 h12 HEAD 8 23 30 Head Closed 100 20 n194 NODE 0 13 18 Node us.90 - 0 17 h28 HEAD 8 23 30 Head Closed 100 60 n20 NODE 0 21 -1.5 Node us.Tee - 0 90 n138 NODE 0 21 -31.5 Node us.Tee - 0 85 n176 NODE 0 11 26.5 Node us.90 - 0 76 n49 NODE 0 21 60.5 Node us.Tee - 0 20 n205 NODE 0 21 62.5 Node us.90 - 0 22 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 11 Job : Baker Comm Water Treatment Plant Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi'/z ft sq.ft ft ft n218 NODE 0 13 65.5 Node us.Tee - 0 45 n101 NODE 0 13 84.6 Node us.90 - 0 88.5 n135 NODE 0 21 17.5 Node - 0 -19.4 n189 NODE 0 11 34.5 Node us.90 - 0 52 h32 HEAD 8 23 30 Head Closed 100 70 n19 NODE 0 23 -1.5 Node us.90 - 0 90 n165 NODE 0 21 -0.5 Node us.90 - 0 90 n139 NODE 0 21 -31.5 Node us.Tee - 0 89 n144 NODE 0 21 -31.5 Node us.Tee - 0 80 n47 NODE 0 21 60.5 Node us.Tee - 0 10 n50 NODE 0 23 60.5 Node us.90 - 0 20 n206 NODE 0 13 62.5 Node us.90 - 0 22 h58 HEAD 8 23 39 Head Closed 100 40 n219 NODE 0 13 65.5 Node us.90 - 0 52 n221 NODE 0 13 68.5 Node - 0 45 n102 NODE 0 13 84.6 Node - 0 79 n133 NODE 0 21 26.5 Node - 0 -19.4 n188 NODE 0 11 25.5 Node - 0 60 n166 NODE 0 21 -0.5 Node us.90 - 0 91 n140 NODE 0 21 -31.5 Node us.Tee - 0 98 n145 NODE 0 21 -31.5 Node us.Tee - 0 74 n178 NODE 0 11 36.5 Node us.90 - 0 76 n45 NODE 0 21 60.5 Node us.Tee - 0 0 n48 NODE 0 23 60.5 Node us.90 - 0 10 n207 NODE 0 13 64.5 Node us.Tee - 0 22 Date 1/25/2013 Node Data File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 12 Job : Baker Comm Water Treatment Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psis/z ft sq.ft ft ft h55 HEAD 8 23 39 Head Closed 100 30 n220 NODE 0 13 68.5 Node - 0 52 n191 NODE 0 11 25.5 Node - 0 52 n197 NODE 0 13 43 Node - 0 17 h36 HEAD 8 23 30 Head Closed 100 80 n167 NODE 0 11 -0.5 Node us.Tee - 0 91 n141 NODE 0 21 -31.5 Node us.Tee - 0 107 n146 NODE 0 21 -31.5 Node - 0 73 n179 NODE 0 11 36.5 Node us.90 - 0 77 n39 NODE 0 21 60.5 Node us.Tee - 0 -3 n46 NODE 0 23 60.5 Node us.90 - 0 0 n211 NODE 0 13 64.5 Node us.Tee - 0 12 n168 NODE 0 11 1.5 Node us.Tee - 0 91 n172 NODE 0 11 -2.5 Node - 0 91 n142 NODE 0 21 -31.5 Node us.Tee - 0 113.7 n158 NODE 0 21 -9.5 Node - 0 89 n161 NODE 0 21 -9.5 Node - 0 80 n180 NODE 0 11 41.5 Node - 0 77 n40 NODE 0 21 60.5 Node - 0 -4 n198 NODE 0 21 57.5 Node us.90 - 0 -3 h52 HEAD 8 23 39 Head Closed 100 20 n212 NODE 0 13 64.5 Node us.90 - 0 2 n214 NODE 0 13 67.5 Node - 0 12 h40 HEAD 8 23 30 Head Closed 100 90 n169 NODE 0 11 13.5 Node us.90 - 0 91 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 13 Job : Baker Comm Water Treatment Plant Node# Type Hgroup Fitting K -Fact. Open/Closed Elev Coverage X Y gpm/psi'/2 ft sq.ft ft ft n171 Node n143 Node n155 Node n164 Node n199 Node h49 Head n210 Node n213 Node n170 Node n152 Node n200 Node h46 Head n149 Node n204 Node n202 Node NODE NODE NODE NODE NODE us.Tee HEAD NODE NODE NODE NODE NODE us.90 HEAD NODE NODE NODE 0 - 0 - 0 - 0 - 0 - 8 Closed 0 - 0 - 0 - 0 - 0 - 8 Closed 0 - 0 - 0 - 11 0 21 0 21 0 21 0 21 0 23 100 13 0 13 0 11 0 21 0 21 0 23 100 21 0 21 0 21 0 1.5 98 -31.5 114.7 -9.5 98 -9.5 74 57.5 -9 39 10 88.5 22 67.5 2 13.5 98 -9.5 107 57.5 -18 39 0 -9.5 113.7 40.5 -9 40.5 -18 Date 1/25/2013 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 14 Job : Baker Comm Water Treatment Plant Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe# Type St. Node# End.Node# Size HWC Length Fittings Eq. Len. Total Len. Material ft ft ft ml Cmain n2 n4 4 100 10 0 10 10 m2 Cmain n4 n6 4 100 10 0 10 10 m3 Cmain n6 n8 4 100 10 0 10 10 m4 Cmain n8 n10 4 100 10 0 10 10 m5 Cmain n10 n12 4 100 10 0 10 10 m10 Cmain n12 n21 4 100 6 0 6 10 SM1 Smain n21 n22 4 100 31 1(us.Tee); 18.78 49.78 10 SM2 Smain n22 n23 4 100 1 1(us.90); 9.39 10.39 10 fd1 FeedMain n24 n57 4 100 3 1(us.Tee); 18.78 21.78 10 fd2 FeedMain n57 n59 4 100 10 0 10 10 fd3 FeedMain n59 n61 4 100 10 0 10 10 fd4 FeedMain n61 n28 4 100 6.5 0 6.5 10 fd17 FeedMain n28 n63 4 100 2 1(us.Tee); 18.78 20.78 10 fd18 FeedMain n63 n64 4 100 1 1(us.90); 9.39 10.39 10 fd19 FeedMain n64 n65 4 100 5 1(us.90); 9.39 14.39 10 fd20 FeedMain n65 n66 4 100 1.6 1(us.90); 9.39 10.99 10 fd21 FeedMain n66 n67 4 100 1 1(us.90); 9.39 10.39 10 fd22 FeedMain n67 n69 4 100 28.5 0 28.5 10 fd24 FeedMain n69 n70 4 100 4 1(us.90); 9.39 13.39 10 fd25 FeedMain n70 n71 4 100 10 0 10 10 fd26 FeedMain n71 n72 4 100 10 0 10 10 b71 Brline n72 n77 1.5 100 27.6 1(us.Tee); 7.06 34.66 10 fd27 FeedMain n72 n78 4 100 10 0 10 10 b75 Brline n78 n83 1.5 100 27.5 1(us.Tee); 7.06 34.56 10 b85 Brline n83 n90 1 100 1 1(us.90); 1.77 2.77 10 b86 Brline n90 n91 1 100 2 1(us.90); 1.77 3.77 10 b87 Brline n91 h71 1 100 6 1(us.90); 1.77 7.77 10 b88 Brline n77 n93 1 100 1 1(us.90); 1.77 2.77 10 b89 Brline n93 n94 1 100 3 1(us.90); 1.77 4.77 10 b90 Brline n94 h72 1 100 6 1(us.90); 1.77 7.77 10 fd29 FeedMain n107 n2 4 100 1.4 0 1.4 10 fd30 FeedMain n108 n107 4 100 2 0 2 10 fd31 FeedMain n109 n108 4 100 3 1(us.90); 9.39 12.39 10 fd33 FeedMain n111 n109 4 100 16 0 16 10 DP2 DPV n112 n111 4 0 1 0 1 IDPV-1 fd36 FeedMain n114 n112 4 100 4 0 4 10 U1 Undergrnd n115 n114 8 150 3 1(us.90); 23.71 26.71 PVC200 U2 Undergrnd n116 n115 8 150 60 1(us.90); 23.71 83.71 PVC200 U3 Undergrnd n117 n116 8 150 145 1(us.90); 23.71 168.71 PVC200 U4 Undergrnd n118 n117 8 150 90 1(us.90); 23.71 113.71 PVC200 U5 Undergrnd n119 n118 8 150 70 1(us.90); 23.71 93.71 PVC200 SM4 Smain n120 n119 8 100 5 1(us.90); 15.07 20.07 10 Date 1/25/2013 File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 15 Job : Baker Comm Water Treatment Plant Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe# Type St. Node# End.Node# Size HWC Length Fittings Eq. Len. Total Len. Material ft ft ft SM5 Smain srcl n120 8 100 7 0 7 10 SM7 Smain n23 n181 4 100 15 1(us.90); 9.39 24.39 10 SM8 Smain n181 n24 4 100 16 0 16 10 ml Rnppl n2 n1 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn2 Rnppl n4 n3 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn3 Rnppl n6 n5 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn4 Rnppl n8 n7 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn5 Rnppl n10 n9 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn6 Rnppl n12 n11 1.5 100 2 1(us.Tee); 7.06 9.06 10 mll Cmain n21 n14 4 100 4 0 4 10 fd7 FeedMain n24 n55 4 100 7 1(us.Tee); 18.78 25.78 10 fd5 FeedMain n28 n29 4 100 3.5 0 3.5 10 rn18 Rnppl n57 n58 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn19 Rnppl n59 n60 1.5 100 2 1(us.Tee); 7.06 9.06 10 rn20 Rnppl n61 n62 1.5 100 2 1(us.Tee); 7.06 9.06 10 b91 Brline n67 n96 1.5 100 3 1(us.Tee); 7.06 10.06 10 b82 Brline n70 n89 1.5 100 23 1(us.Tee); 7.06 30.06 10 b79 Brline n71 n86 1.5 100 23 1(us.Tee); 7.06 30.06 10 fd28 FeedMain n78 n79 4 100 4 0 4 10 b102 Brline n107 n121 1.5 120 1 1(us.Tee); 9.9 10.9 10 b107 Brline n108 n126 1.5 120 1 1(us.Tee); 9.9 10.9 10 b151 Brline n181 n182 1.5 120 1 1(us.Tee); 9.9 10.9 10 b4 Brline n1 h4 1.5 100 31.5 1(us.90); 3.53 35.03 10 b8 Brline n3 h8 1.5 100 31.5 1(us.90); 3.53 35.03 10 b12 Brline n5 n192 1.5 100 19.5 1(us.90); 3.53 23.03 10 b16 Brline n7 h16 1.5 100 31.5 1(us.90); 3.53 35.03 10 b20 Brline n9 h20 1.5 100 31.5 1(us.90); 3.53 35.03 10 b24 Brline n11 h24 1.5 100 31.5 1(us.90); 3.53 35.03 10 rn7 Rnppl n14 n13 1.5 100 2 1(us.Tee); 7.06 9.06 10 ' m7 Cmain n14 n16 4 100 10 0 10 10 fd8 FeedMain n55 n32 4 100 8 0 8 10 rn17 Rnppl n55 n56 1.5 100 2 1(us.Tee); 7.06 9.06 10 fd6 FeedMain n29 n30 4 100 4 0 4 10 rnil Rnppl n29 n41 1.5 100 2 1(us.Tee); 7.06 9.06 10 b62 Brline n58 h64 1.5 100 21.5 1(us.90); 3.53 25.03 10 b65 Brline n60 h67 1.5 100 21.5 1(us.90); 3.53 25.03 10 b68 Brline n62 h70 1.5 100 21.5 1(us.90); 3.53 25.03 10 b92 Brline n96 n97 1.5 100 8 0 8 10 b101 Brline n96 n106 1.5 100 6.5 1(us.Tee); 7.06 13.56 10 b103 Brline n121 n122 1.5 120 1 E 1(us.90); 4.95 5.95 10 b108 Brline n126 n127 1.5 120 2 1(us.90); 4.95 6.95 10 b152 Brline n182 n183 1.5 120 10 1(us.90); 4.95 14.95 10 Date 1/25/2013 File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 16 Job : Baker Comm Water Treatment Plant • Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe# Type St. Node# End.Node# Size HWC Length Fittings Eq. Len. Total Len. Material ft ft ft b28 Brline n13 h28 1.5 100 31.5 1(us.90); 3.53 35.03. 10 rn8 Rnppl n16 n15 1.5 100 2 1(us.Tee); 7.06 9.06 10 m14 Cmain n16 n173 4 100 5 0 5 10 fd9 FeedMain n32 n53 4 100 2 0 2 10 b185 Brline n32 n215 1.5 120 3 1(us.Tee); 9.9 12.9 10 b59 Brline n56 h61 1.5 100 21.5 1(us.90); 3.53 25.03 10 b41 Brline n41 h43 1.5 100 21.5 1(us.90); 3.53 25.03 10 b93 Brline n97 n98 1.5 100 1 0 1 10 b100 Brline n97 n105 1.5 100 6.5 1(us.Tee); 7.06 13.56 10 b104 Brline n122 n123 1.5 120 10 1(us.90); 4.95 14.95 10 b109 Brline n127 n128 1.5 120 2 0 2 10 b110 Brline n127 n129 1.5 120 9 1(us.Tee); 9.9 18.9 10 b153 Brline n183 n184 1.5 120 4 1(us.90); 4.95 8.95 10 b32 Brline n15 h32 1.5 100 31.5 1(us.90); 3.53 35.03 10 m15 Cmain n173 n18 4 100 5 0 5 10 b144 Brline n173 n174 1.5 120 28 1(us.Tee); 9.9 37.9 10 fd10 FeedMain n53 n51 4 100 10 0 10 10 rn16 Rnppl n53 n54 1.5 100 2 1(us.Tee); 7.06 9.06 10 b186 Brline n215 n216 1.5 120 8 1(us.90); 4.95 12.95 10 b94 Brline n98 n100 1.5 100 8.5 0 8.5 10 b98 Brline n98 n103 1 100 3 1(us.Tee); 4.43 7.43 10 b105 Brline n123 n125 1.5 120 9 1(us.90); 4.95 13.95 10 b111 Brline n129 n130 1.5 120 9 0 9 10 b117 Brline n129 n136 1.5 120 5 1(us.Tee); 9.9 14.9 10 b154 Brline n184 n186 1.5 120 10 1(us.90); 4.95 14.95 10 b162 Brline n192 h12 1.5 100 12 0 12 10 b163 Brline n192 n193 1.5 120 3 1(us.Tee); 9.9 12.9 10 rn9 Rnppl n18 n17 1.5 100 2 1(us.Tee); 7.06 9.06 10 m12 Cmain n18 n137 4 100 5 0 5 10 b145 Brline n174 n175 1.5 120 1 1(us.90); 4.95 5.95 10 fd11 FeedMain n51 n35 4 100 8 0 8 10 rn15 Rnppl n51 n52 1.5 100 2 1(us.Tee); 7.06 9.06 10 b56 Brline n54 h58 1.5 100 21.5 1(us.90); 3.53 25.03 10 b187 Brline n216 n217 1.5 120 2 1(us.90); 4.95 6.95 10 b99 Brline n103 n104 1 100 9.5 1(us.90); 1.77 11.27 10 b112 Brline n130 n131 1.5 120 9 0 9 10 b115 Brline n130 n135 1.5 120 14 1(us.Tee); 9.9 23.9 10 b164 Brline n193 n194 1.5 120 10 1(us.90); 4.95 14.95 10 b36 Brline n17 h36 1.5 100 31.5 1(us.90); 3.53 35.03 10 m13 Cmain n137 n20 4 100 5 0 5 10 SM6 Smain n137 n138 4 120 30 1(us.Tee); 26.33 56.33 10 b146 Brline n175 n176 1.5 120 10 1(us.90); 4.95 14.95 10 Date 1/25/2013 File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 17 Job : Baker Comm Water Treatment Plant Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe# Type St. Node# End.Node# Size HWC Length Fittings Eq. Len. Total Len. Material ft ft ft fd12 FeedMain n35 n49 4 100 2 0 2 10 b175 Brline n35 n205 1.5 120 2. 1(us.Tee); 9.9 11.9 10 b53 Brline n52 h55 1.5 100 21.5 1(us.90); 3.53 25.03 10 b188 Brline n217 n218 1.5 120 3 1(us.90); 4.95 7.95 10 b96 Brline n100 n101 1 100 3 1(us.90); 1.77 4.77 10 b113 Brline n131 n133 1.5 120 14 1(us.90); 4.95 18.95 10 b156 Brline n186 n188 1.5 120 9 0 9 10 b158 Brline n186 n189 1.5 120 8 1(us.Tee); 9.9 17.9 10 b165 Brline n194 n197 1.5 120 25 1(us.90); 4.95 29.95 10 rn10 Rnppl n20 n19 1.5 100 2 0 2 10 b136 Brline n20 n165 1.5 120 1 0 1 10 fd37 FeedMain n138 n139 4 120 4 1(us.Tee); 26.33 30.33 10 fd42 FeedMain n138 n144 4 120 5 1(us.Tee); 26.33 31.33 10 b147 Brline n176 n178 1.5 120 10 1(us.90); 4.95 14.95 10 fd13 FeedMain n49 n47 4 100 10 0 10 10 rn14 Rnppl n49 n50 1.5 100 2 1(us.Tee); 7.06 9.06 10 b176 Brline n205 n206 1.5 120 8 1(us.90); 4.95 12.95 10 b189 Brline n218 n219 1.5 120 7 0 7 10 b191 Brline n218 n221 1.5 120 3 1(us.Tee); 9.9 12.9 10 b97 Brline n101 n102 1 100 9.5 1(us.90); 1.77 11.27 10 b159 Brline n189 n191 1.5 120 9 1(us.90); 4.95 13.95 10 b40 Brline n19 h40 1.5 100 31.5 1(us.90); 3.53 35.03 10 b137 Brline n165 n166 1.5 120 1 1(us.90); 4.95 5.95 10 fd38 FeedMain n139 n140 4 120 9 0 9 10 b127 Brline n139 n158 1.5 120 22 1(us.Tee); 9.9 31.9 10 fd43 FeedMain n144 n145 4 120 6 0 6 10 b130 Brline n144 n161 1.5 120 22 1(us.Tee); 9.9 31.9 10 fd14 FeedMain n47 n45 4 100 10 0 10 ' 10 rn13 Rnppl n47 n48 1.5 100 2 1(us.Tee); 7.06 9.06 10 b50 Brline n50 h52 1.5 100 21.5 1(us.90); 3.53 25.03 10 b177 Brline n206 n207 1.5 120 2 1(us.90); 4.95 6.95 10 b190 Brline n219 n220 1.5 120 3 1(us.90); 4.95 7.95 10 b138 Brline n166 n167 1.5 120 10 1(us.90); 4.95 14.95 10 fd39 FeedMain n140 n141 4 120 9 0 9 10 b124 Brline n140 n155 1.5 120 22 1(us.Tee); 9.9 31.9 10 fd44 FeedMain n145 n146 4 120 1 0 1 10 b133 Brline n145 n164 1.5 120 22 1(us.Tee); 9.9 31.9 10 b149 Brline n178 n179 1.5 120 1 1(us.90); 4.95 5.95 10 fd15 FeedMain n45 n39 4 100 3 0 3 10 rn12 Rnppl n45 n46 1.5 100 2 1(us.Tee); 7.06 9.06 10 b47 Brline n48 h49 1.5 100 21.5 1(us.90); 3.53 25.03 10 b178 Brline n207 n210 1.5 120 24 0 24 10 Date 1/25/2013 File: Tukwila Water Treatment Plant.tyc Copyright© 2002-2007 Tyco Fire and Building Products Page 18 Job : Baker Comm Water Treatment Plant .r Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe# Type St. Node# End.Node# Size HWC Length Fittings Eq. Len. Total Len. Material ft ft ft b181 Brline n207 n211 1.5 120 10 1(us.Tee); 9.9 19.9 10 b139 Brline n167 n168 1.5 120 2 1(us.Tee); 9.9 11.9 10 b143 Brline n167 n172 1.5 120 2 1(us.Tee); 9.9 11.9 10 fd40 FeedMain n141 n142 4 120 6.7 0 6.7 10 b121 Brline n141 n152 1.5 120 22 1(us.Tee); 9.9 31.9 10 b150 Brline n179 n180 1.5 120 5 1(us.90); 4.95 9.95 10 fd16 FeedMain n39 n40 4 100 1 0 1 10 b168 Brline n39 n198 1.5 120 3 1(us.Tee); 9.9 12.9 10 b44 Brline n46 h46 1.5 100 21.5 1(us.90); 3.53 25.03 10 b182 Brline n211 n212 1.5 120 10 0 10 10 b184 Brline n211 n214 1.5 120 3 1(us.Tee); 9.9 12.9 10 b140 Brline n168 n169 1.5 120 12 0 12 10 b142 Brline n168 n171 . 1.5 120 7 1(us.Tee); 9.9 16.9 10 fd41 FeedMain n142 n143 4 120 1 0 1 10 b118 Brline n142 n149 1.5 120 22 1(us.Tee); 9.9 31.9 10 b169 Brline n198 n199 1.5 120 6 1(us.90); 4.95 10.95 10 b183 Brline n212 n213 1.5 120 3 1(us.90); 4.95 7.95 10 b141 Brline n169 n170 1.5 120 7 1(us.90); 4.95 11.95 10 b170 Brline n199 n200 1.5 120 9 0 9 10 b173 Brline n199 n204 1.5 120 17 1(us.Tee); 9.9 26.9 10 b171 Brline n200 n202 1.5 120 17 1(us.90); 4.95 21.95 10 Date 1/25/2013 File: Tukwila Water Treatment Plant.tyc Copyright © 2002-2007 Tyco Fire and Building Products Page 19 0 SMITH FIRE SYSTEMS , INC 1106 54th Avenue East, Tacoma, WA 98424 Phone: (253) 248-2004 Fax: {253) 926-0726 December 20, 2017 Tukwila Fire Prevention 6300 Southcenter Blvd., #209, Tukwila, WA 98188 Attention: Al Metzler RE: Baker Commondities 5795 S. 130th PI, Tukwila, WA 98178 Parcel# 0001400005 UKWII.A FIRE DEPARTMENT7 ca!1 2066'-5%5-440/ and give this Fire Permit No. /7-F-- S -O nd exact address for shut- down hutdown or restoration approval. The scope of this project is to remove the existing Protecto Wire. The existing 4!) Releasing Control Panel and Monitor Modules that were being utilized for the Protecto Wire will be re -utilized for the new dry sprinkler system that is going to replace the Pretecto Wire. No additional devices are to be added, removed, or relocated. Thank you, Scott Jerke Designer / Estimator 1106 54th Ave E Tacoma, WA 98424 (253) 248-2004 ACCEPTED Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /.1")-3'1'7 By: Al^1 J � I PAID L`' 202017 TUKWILA FIRE ,2?f( "4,v' FIRE WATER S i ORAGE TANK FIRE PUMP HOUSE p Without Comments As Noted in Red O Per The Attached Letter These. plans have been .reviewed by The Tukwila Fire Prevention Bureau for conformance with current City stan:iar(is, Acor`ance is subject to errors and omi;: 'ens which to not authorize violations of adopted star;r,'rds ono ordi ;ances. The responsibility for the ade'o i cy 'of deo ro sts totally with the designer. 'S4.'o.;:•ons,-Qd:?i:imi %r revs cions to these drawings after thin. v li void i:ha 3:::ceptance and will require a resuoehi,tal of revised drawings for subsequent approval. Final cc eotance is sub ect to field test and inspection by The Tukwila Fire Prevention Bureau. Date: l- 1 3 -1 3 By: Y Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 DESIGNER OF RECORD A.cl;;;l;{•vf ho- re u Lt<1 ;' s' proco, pIct 4- ci al u Il hod' b.�I t ¥- Dve "'l'U : u ti qt/'e o -t rJwt{SS')~J .e sir ' 0. �oki l -r c hOA'c-rc�-4(4A,a yy, k vl caStt 5-t- ret,n 4 . Ail ih;-1-1w-Pon 0kurco fo Lt („oi `t, po;%,%- ad, -ih�fz,4l brf($tw Lam ti c.t4�,.h aN- Oka;CotW1/4 i v(4' 4v,J p3 civt, tl 6re4 c, Kristopher Conner NICET IV 69311 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this ire Permit No. J- -val and. exact address for shut- down hutdown or restoration approval. see FA -4:2 for detail 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. CONDENS WEST GIEASE TRA3 MONITOR RELEASING PANEL FOR. 1) FLOW 2) SUPERVISORY 3)TROUBLE see FA -4:5 for detail W co 0 w < co N" oI � O F- O 1< Z175qir OF--1 w O < 10 t• -•1.0H DATES: SUBMITTAL REVISION FROM MEZZANINE see FA -4:1 for detail ROM 1ST FLOOR TO 1ST FLOOR SHEET TITLE FIRE- ALARM SITE PLAN 2ND FLOOR ABOVE OFFICE AREA SHEET NUMBER FA -1 (114TONS CAPACITY) li `'ice < J r"4.11Z7. {*'S'a'{7? '' r e,iAVe hathy 'i`' '?+'NS CAPACITY) I �- I.1rr_ NSIMIMM.< LIZ Weir= Q L CONDENS SC AIR� rigAt MEAL BIN FISH MEAL BIN -I- 0o £ u • WEST GREASE TRAP r BARRELS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (V) ffl £ €€ i /(\ £ • 3 1 A -TRIAL Pit AR Fri 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MONITOR RELEASING PANEL FOR: 1) FLOW 2) SUPERVISORY 3) TROUBLE Y SPRINKLER CONTRACTOR see FA -4:5 for detail PAID JAN 24 2013 TUKWILA FIRE cc PROCESSING PLANT SCALE: 1/8" = 11-0" Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 Cf) w uj ct � N Z�U H F- 0 W �U� 0WQ o d DATES: SUBMITTAL REVISION SHEET TITLE FIRE ALARM PLAN SHEET NUMBER FA -2 Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 FROM MEZZANINE see FA -4:1 for detail W � N 2 Et ui ZDU FEN° < F- 0WQ Et a ,,,Et LI— D. ROM 1ST FLOOR TO 1ST FLOOR DATES: SUBMITTAL REVISION 2ND FLOOR ABOVE OFFICE AREA PAID ,IAN 24 2013 TUKWILA Fl ec (MAINTENANCE SHOP SCALE: 1/8" = 1 '-0" SHEET TITLE FIRE ALARM PLAN SHEET NUMBER FA -3 --------------------- BY S 116 ---------------------- • (T> WF KLER MIM MIM • / / CON a CTOR roi- RISER ROOM DETAIL II) SCALE: NTS BY SPRINKLER CONTRACTOR O. LI EA o=- 0i a il 00 Li ir0 00 �`0 .z alt wF 0W w Z z ail 0 GRVD CHECK VA. GR GRV'D B -FLY VA. • .♦_♦4 AAA _♦_♦_♦_♦- ..♦eLei _ .Li Itilk..♦dI.11 fbratw �11r • ♦ •• • • • • 0 Monitor for: 1) Pump Running 2) Phase Reversal 3) AIC Loss ►i JIL 0 1r C 0111411111111 X1 C.11 f M 1 111 J RELIEF VA 1000 GPM 0 100 PSI DIESEL DRIVEN FIRE PUMP FM APPROVED LVE PD i C BATTERY RACK szrigfoi DIM air •1 w VAVE (g) 11,141 TE VALVE • r. • • • r •♦-♦-♦-♦-♦-♦-♦-♦--•:KK♦-♦-♦-♦-♦-♦-♦-♦-♦-.-♦-♦-♦-♦-♦-♦-♦-♦-♦-♦-♦-♦-c,♦•E♦-♦-♦-♦-o TEST HEADER TEST & DRAIN VA. WASTE CONE CHECK VALVE GATE VALVE JOCKEY PUMP GATE VALVE • 04' ♦••1►`�'r4, /► ••• ,\ooh, PRESSURE AUGE FLOW SWITCH 1" CHECK VAL 1" CONTROL VALVE (ii)PUMP ROOM DETAIL SCALE: NTS PUMP HOUSE GENERAL NOTES- PER NFPA 20 1. AN APPROVED OR LISTED HEATER SHALL BE INSTALLED FOR MAINTAINING THE TEMPERATURE IN THE PUMP HOUSE ABOVE 40 DEGREES 2. ARTIFICIAL LIGHTING SHALL BE PROVIDED IN THE PUMP HOUSE. EMERGENCY LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 101 3. PROVISIONS SHALL BE MADE FOR VENTILATION OF THE PUMP HOUSE 4. PUMP HOUSE FLOOR TO BE PITCHED TOWARD THE DOOR AND AWAY FROM CRITICAL EQUIPMENT. THE PUMP HOUSE SHALL BE PROVIDED WITH A FLOOR DRAIN THAT WILL DISCHARGE TO A FROST FREE LOCATION 5. PUMP HOUSE SHALL BE PROTECTED WITH A AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH NFPA-13 NOTES: 1) ALL WORK TO CONFORM TO NFPA 72 AND NEC STANDARDS 2) WALL MOUNT HORN STROBES AND STROBES TO BE MOUNTED 80"-96" AFF OR 6" BELOW CEILING WHICHEVER IS LOWER. 3) PULL STATIONS TO BE MOUNTED: A) 48" - 53" AFF B) WITHIN 5' OF THE DOOR. 4) FIRE ALARM CONTROL PANEL TO BE ON DEDICATED CIRCUIT 5) WIRING METHOD TO BE OPEN CABLE UNLESS BELOW 7' AND EXPOSED, THEN IT WILL BE CONTAINED WITHIN CONDUIT. 6) SMOKE DETECTORS TO BE INSTALLED: A) MORE THAN 36" FROM ANY HVAC DIFFUSER B) NOT IN CLOSE PROXIMITY TO FLUORESCENT LIGHTING C) AT LEAST 6" DOWN FROM PEAK IN SLOPED CEILING 7) ALL JUNCTION BOXES, MUD RINGS AND BOX COVERS TO BE PAINTED RED (INSIDE AND OUT). 8) EXTERIOR HORN STROBES TO BE MOUNTED IN THE TOP 2/3 OF THE BUILDING STRUCTURE FACING THE ANTICIPATED FIRE DEPARTMENT ACCESS ROAD. 9) ALL NOTIFICATION APPLIANCES SET AT 115CD UNLESS NOTED OTHERWISE. 10) ALL CABLING IS 14 GAUGE FPLP EXCEPT WHERE IN BURIED CONDUIT. CABLING IN BURIED CONDUIT IS 14 GAUGE DIRECT BURIEL. 11) ALL NOTIFICATION APPLIANCES SET AT 185CD UNLESS NOTED. 3 � NOTES SCALE: NTS NG FARP MIM MIM MIM J Y SP RISER ROOM DETAIL SCALE: NTS Battery Calculation Worksheet . FACP Device Description Viata`12841BPT24 unused (all currents stated in mA) # of Devices mA Draw each Total mA Drew Stand By . Alarm Stand By . Alarm System Devices 4701..,.SStY. 0 FotarsystratucurntatHMSM 338 •:.r'..;- `8495.... .41938N .519330'': ' Unused Initiation Devices /Auxiliary Daidces 175 150 : 350 ..- 14.5 _...,14.5 0 device Totals: 188.1 . 372.9 flottfca4on Appliances (list al) NAC 1 Trigger for Prover Supply Ur(useii Unused Unu ed unused unused Circult3 Totals -^/,.s'„x o 4,!,,:� 0 Unused Unused .; .. Citcwt 4 Totals lliSE*AW , N! 8 nil IlencesTotalCurrard.ycr,.:i ttattEioa a pp :.,....,.�. 0• r....f..3AiY Design Voltage 24 Voltage Drop Calculation Worksheet Circuit #1 Length 350 Amp Draw Wire Gauge 0 14 Loss per 100' Voltage Drop 0.00 .. .............. Voltage Drop Voltage at EOL % 24.00 0.0096 Circuit 82 Length 350 Voltage Drop Amp Draw Wre Gauge Loss per 100' ; Voltage Drop Voltage at SOL % Crcuit A3 Length 350 Amp Draw Wire Gauge 0 14 Voltage Drop Loss per 100' Voltage Drop Voltage at EOL 0.00 0.00 . ... 24.00 ." 0.00% Circuit #4 Voltage Drop Length Am p Draw ' Wire Gauge . Loss per 100" Voltage Drop Voltage at EOL: % 350 0 14 0.00 ' 0.00'. ... 24.00 0.00.% • ummary Section Standby Nre. Required 24 Alarm Sounding Minutes 5 Total System Standby MA 498.1 Total System Alarm mA 842.9 Available 2000 2000 Total System Standby Ah 11.954 18 Total System Alarm Ah 0.070 MIs. Ah Battery Derating Factor 12.025 20% Satiety Air : 14A30 p•.ry, ..xxe;< of ga:1""i~%`• -4.g z'i'ao4:M< 18 18 BATTERY CALCULATION 5 � SCALE: NTS Battery Calculation Worksheet -Maintenance Shop (all currents stated in mA) Device Description thntued I tom Csrect a;./a>,ro1 Initiation Devices 1 Auxiliary Devices mA Draw each # of Devices : Stand EV System Devices • 5495 Unused::. Uttuse<i . " Unused Total mA Draw Notification Appliances (9st el f PC2RK@11 tbwseil:;:._: Unused NAC1 PC21414185cd Unused' Unused Circuit 1Totals./;s:; ..,„_. NAC2 297: o 0 o =.:° 0 g 0 0:.. :1188 0 1188 P2Ric 75cd.:`: MBGt024R 0 30 0. P21WS@15cd MBG-1024iR Circuk4Totats 3a0a . :: .�:. yya. >:•-Notification A tiantesTotaECatrmnt r1 s DestgnVottage 24 Voltage Drop Calculatton W orksheet Circuit #1 Length 250 Amp Draw 1.188 Wre Gauge 14 Voltage Drop Loss per 100' Voltage Drop Voltage et EOL °h 0.60 ... . 1.50 :::. 22.50 6.24% Circuit #2 Length 250 Amp Draw 1.485 Voltage Drop VNre Gauge . Loss per 100' Voltage Drop Voltage at EOL 96 14 .0.75'. 187 . 22.13 7.8016 Circuit 83 Length 25 Amp Draw WreGauge Loss per 100' Voltage Drop Voltage etEOL 0206 14 0.10 0.03. 23.97 Voltage Drop 0.11% Circuit //4 Length 450 Amp Drew 0.206 Wre Gauge Loss per 100' Voltage Drop 14 0.10 0.47 Voltage Drop Voltage at EOL % 23.53 1.9516 Standby Hrs. Alarm Sounding Minutes Total System Standby mA Total System Alarm mA Totalsystem Standby Ah Total System Alarm Ah Mtn Ah Battery Derating Factor Briaw ............................ Summary Section Required 24 5 75 3280 1.800 0272 2.072 20% Available 6000 6000 7 7 2.488 . ."mJr�:/�lia✓uPRE:/i.�:y: »Sx gmkw»:»rHBattry„ 6 BATTERY CALCULATION SCALE: NTS Battery Calculation Worksheet • Processing Plant Device Description (all ctrrents stated in mA) mADraweach Total mADraw #otDevices Stand By _....Alarm Stand By Alarm System Devices fa TotatSyetemCwrent ...t:8 n°- - DevkeTotals ::leg:ta4M tat ,.:. 75_ 175 PC2RK(o31'Mod : ;.:::::t P21Bf@115pi! >::.:;<::::1:::: Mussed bussed braised ':. Notification Appilances (9st all) ................ NAC1 0: : 218:.:". .0 :.'...::::.218' .. ._ Vacua! Totats's a: >. - NAC2 Clrcuit2 Totals 436::•: • 1528 0:.., . . 1982 • a 0 .. 0. Cactaf s rota x'2;k�(fa,', y> Unused Clrcult'4 Tr#ats#'$'i Notification llppliar>cea Total Current 0 Mintles Design Voltage 24 • • • • Voltage Drop Calculation Worksheet ctrcuk#1 Length 250 Amp Draw ................ Vdtage Drop Wre Gauge Loss per 100' Voltage Drop Voltage at EOL % 14 _ :'... 0.99.: 2.47 21.53.. : 10.30% Ctrcu8#2 Lenglt 2 Amp Draw Wre Gauge 14 Voltage Drop Loss per 100' Voltage Drop Voltage at EOL % 0.00 0.00' :;:::: -. 24.00. ' . 0.00% Circuk #3 Length 250 Any Draw Store Gauge Loss per 100' 14 _• 0.00 Voltage Drop Voltage et EOL % 0.00 : ' 24.00 0.0015 Circuit #4 Len9Ot Amp Draw VA re Gauge Loss per 100' Voltage Drop 14 0.00 • 0.00 Voltage at EOL . 24.00 Voltage Drop % 0.00% Summary Section Standby Hrs. ..Alarm Sounding Minutes Total System Standby mA Total System Alarm mA 24 75 2137 Available 6000 6000 Total System Standby Ah TotalSI stem Alarm Ah Min. Ah Battery Derating Factor BatteryAh 1.800 0.178 1.978 20% 7 2.374 ------------- 7 7 s LUSEA 1 -r -BATTERY CALCULATION SCALE: NTS Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 ci) w < c0 I= Re. 1**1" - oo Z-161 0 44C- 0 in-' Et w 0 Can DATES: SUBMITTAL REVISION SHEET TITLE FIRE ALARM DETAILS SHEET NUMBER SEQUENCE OF OPERATION 1/ ALARM MATRIX SYSTEM OUTPUTS CONTROL UNIT ANNUNCIATION NOTIFICATION REQUIRED FIRE SAFETY CONTROL SUPPLEMENTARY SYSTEMS INPUTS A B C D E F G H J K L M N 0 P Q R S T U 1 Manual fire alarm box X X X X X X 2 Smoke Detectors X X X X X X 3 Heat detector X X X X X X 4 Duct Detector X X X X X X 5 WaterFlow X X x x x x X x 6 7 Sprinkler Valve Tamper X X X X Dry System High/Low Air X X X X 8 Low Air Temperature X X X X 9 Fire Pump Run X x x x x X 10 Fire Pump Phase Reversal X X 11 12 Fire Pump NC Loss Short Circuit X X X X X X 13 Ground Fault X X X X 14 15 Open Circuit X x x X Notification short circuit X X X X 16 NIA 17 NIA 18 NIA 19 N/A 20 NIA C�1 ALARM MATRIX J SCALE: NTS Equipment Legend Symbol Quantity Part Number Description Back Box 1 V128FBPT24KT Fire Alarm Control Panel Included t 2 5495 Fire Alarm Power Supply Included S 1 PFC - 4410RC Releasing Panel - BY OTHERS Included M; O3 5193SD Photoelectric Smoke Detector 4" Square 12 5140-1/4193SN Manual Pull Station w/ Input Module 4" Square F 8 11 SCRK Ceiling Mount Outdoor Hom Strobe Included 2 10 P2RK Outdoor Hom Strobe Included 2 MBG1024R Outdoor Bell 2 BY OTHER Water Flow Switch - BY OTHERS Included ® 7 BY OTHERS Tamper Switch - BY OTHERS Included 1111 1 BY OTHERS Pump Running Included 120 P R 1 BY OTHERS Phase Reversal Included (T6Z) 1 BY OTHERS NC Loss Included 12 4193SN Mini Input Module 4" Square M1 M WIRE LEGEND A- 18 GAUGE 2 B-14GAUGE 2 C-18 GAUGE 4 D- 14 GAUGE 4 CONDUCTOR 'FPLP' CONDUCTOR 'FPLP' CONDUCTOR 'FPLP' CONDUCTOR 'FPLP' r;r7)\ LEGENDS J SCALE: NTS rial UNUSED �JJ SCALE: NTS OFFICE BUILDING ,X PROCESSING PLANT • t�1 4 • FR-R-Fq FARP- Fla MAINTENANCE BUILDING r • • 11 • • • If • Q • © GA 0 GI GI M 441 0 PUMP HOUSE • � RISER DIAGRAM (11rSCALE: NTS Froula Alarm Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 w (i) w 00 1:1. o=rn QF= - C1) 2 P 0= Q ws Uce HC YO (11) D m � ~ DATES: SUBMITTAL REVISION SHEET TITLE FIRE ALARM DETAILS SHEET NUMBER FA -5 0 TS 8.1 SLOPES GREASE DOCK ELEVATION 4.0 TS8. T MEAL BIN 22.9 •:e TS 7.1 Fl OUTSIDE PRODU TS 22.9 EDGE OF SL ROOF FOR OU PRODUCT HOPP ELEVATION 14.1 MEAL BIN 22.9 SH 0 SIRED 10.7 I Ir :is 10.0 THERMO CABLE TYP. TS 19.1 \- EDGE OF VERT. ROOM DIVIDER. BEGIN AT El.- 12.0 & CONTINUES UP TO ROOF Ij.3 3 H \ / 1 TING CHAMBER TOP OF HEATING CHAMBER CANOPY ELEVATION 17.5 EDGE OF HEATING CHAMBER CANOPY ELEVATION 13.8 r Are Ar AG/ FLOC r - Ar AI/ AEI POWER PANEL is 7.1 7.0 PLATFORM (SECOND FLOOR) 1 ELEVATION 11.5 D ELEVATION 0.0 / ,.••5.• ( ... I t c-\ - , € ) I. k ,....,. • IS • '/4 '<• A • / • I • / i I •••.i 1 LA € , 1772 r is 10. TS 43.2 8.0 DIA I t TS1L3 /i? 4.0 / / ft IS / 15 38.9 4.0 DIA ; .., • 5'• • TS 11.7 7.0 DIA. \ Si II \ // Ts 3.4/ /\ SI • RAW 1001ERIAL PIT AREA 33 I E 33 1 1 35 I 1 3 i I ••••••. 7.0 ., ft • ft ft •••• / •••••••• 15.1 .0 DIA • / i ITS 3.3) \ I L - ......-J 0 TS 2.5 1.2 DIA 55 555555 „. / CEILING DETECTION .,/ 1358 L.F..OF H.D. WIRE TS 18.2 •-•`,,7 5.0 DIA \ ORM MICR 4.0 7.0 DIA :3 3:IS Si 'I I 5.3 RAW IAA=RIAL PIT AREA ;111.1.4 1 31:. • 4 3, 3 3 e 3 3 3 e 33 Si Sl 1 1S3.4 2.0 DIA TS 3.4 2.0 DIA TS 7. t 3.0 D TS 12. 4.0 DIA = EDGE OF SLOPED ROOF FOR RAW MATERIAL PITS ELEVATION 19.7 RAW MATERI £ s 3 '772 i772=1 is 5.7 22.8' FLOOR ELEVATION 0.0 T AREA EDGE OF SLOPED • ROOF FOR RAW MATERIAL PITS ELEVATION 21.3 r•71' OX 35.3' ao 0 CONTROL P PFC-4410 0 NEL C see FA -4:5 for detail Y SPRINKLER CONTRACTOR rof LINEAR HEAT PLAN - BY OTHERS SCALE: 1 / 8" = 1' - 0" Froula Alarm. Systems, Inc. 861 Industry Drive Tukwila, WA 98188 206-575-1962 DESIGNER OF RECORD Kristopher Conner NICET IV 69311 DATES: SUBMITTAL REVISION SHEET TITLE FIRE ALARM SITE PLAN SHEET NUMBER FA -6 5 7 5016"/ SFS STOP Ti POINT \m ' -INW I SFS START POINT ^I J f EX 8" SUPPLY RISER PLAN FACING NORTH 0 2 4 SCALE 112'=1'-0" 1. PIPE ALL DRAINS TO SAFE DISCHARGE OUTSIDE. 2. RISER ROOM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40° F. 3. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS. RISER EQUIPMENT LIST ITEM QTY. SIZE DESCRIPTION MANUFACTURER MODEL # 6" DRY PIPE VALVE INCLUDES THE FOLLOWING: 6" DRY PIPE VALVE 2" 1/2'I 1/2" 1/2" 400 GAL MAIN DRAIN ALARM PRESSURE SWITCH SUPERVISORY AIR PRESSURE SWITCH AIR MAINTENANCE DEVICE AIR COMPRESSOR . RELIABLE POTTER POTTER RELIABLE GAST EX PS10-2A PS40.2A A-2 5LCA-46S-M550GX SYSTEM VOLUME: 370 GALLONS ACC PTEZ El Without Comments As Noted in Red p Per The Attached Letter These plans have been reviewed by The Tukwila Fire .'I e:vention Bureau for conformance with current City 7,: ndards, Acceptance is subject to errors and ,-:,issions which do not authorize violations of adopted .-naiaros and ordinances. The responsibility for the ::,.riequacy of design rests totally with the designer. ; y riitirins, deletions or. revisions to these drawings after 1(i.; Llatzl will void this acceptance and will require a resubmitrai 10/IS-CO 10/IS-COdrawings for subsequent approval. Final acceptance is suo1 tt Lo field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 11 J ' I "; r --e5 \- re �v1 wk" 14y6(to r9 1 tlrc,4, iGT'nr fit$¥rev„'4F TUKWILA FIRE. DEPARTM4 NT riease call 206-575-4407 and give this Fire Permit No. and exact address for shut: down or rem c tion approva ) D AREA MAP NTS GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A•795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT CF WATER /PIPE cAPAan IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END. POLISHED 2.05 0.044 0 10 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.849 " WALL THICKNESS PER NFPA #13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (I I I) WHICH ARE FLEXIBLE. SCOPE OF WORK FIRE PUMP HOUSE Olt SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM REPLACING THE PREACTION VALVE WITH A DRY PIPE VALVE. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2013 AND THE CITY OF TUKWILA AND FM GLOBAL EXISTING CRITERIA: MANUFACTURING - ORDINARY HAZARD GROUP II NEW DESIGN CRITERIA: MANUFACTURING - ORDINARY HAZARD GROUP II TENANT IMPROVEMENT: THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEIUNG, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. PAIS) CCT 31101/ TUKWI , a FIRE D SITE PLAN NTS H pz 0 w U 0 W L z 0 ABBREVIATIONS SYMBOL LEGEND SYMBOL LEGEND PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS AFF BOB BOD NW BOP BOT CTS FO IFOW OFOW 050 uNo ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 12 BOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING S MT R P (B) NEW 1' PLUG NEW 1/2" PLUG NEW STRAP OUTLET NEW MECHANICAL TEE OUTLET RELOCATED EXISTING SPRINKLER EXISTING THREADED OUTLET EXISTING SYSTEM COMPONENT NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE — — — — — — RELOCATED EXISTING PIPE _ NEW FLEXDROP RELOCATED EXISTING FLEX WALL LEGEND MAKE TYPE LEN NIPPLE BRKT SCRW ONTY SYM MANUFACTURER S.I.N. TYPE MODEL .7= wa" I a7 I a..w NO. DATE BY REASON FOR REVISION EXISTING NEW BRACKET LEGEND: L EXISTING WALL NEW WALL TO CEILING NEW FULL HEIGHT WALL NEW LOW WALL J NEW SOFFIT WALL ACT = STANDARD OGSB BRACKET GWB = T -BAR, TBS ENDS, AND SBB CLAMP 4'BAR = T -BAR, TBS ENDS, AND SBB CLAMP TEK = (2) 1/4'x1.5" TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 90°X1/2' = 90° NIPPLE 5.25" LONG 9'x1/2' = 9' LONG x 1/2' EXTENDED NIPPLE BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE: ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH BAKER COMMODITIES 5795 S 130TH PL TUKWILA, WA PROJECT MANAGER : JAMES PAIRSH OFFICE PHONE : 206-243-7387 ex. 2005 CELLPHONE: EMAIL: jpairsh@bakercommodities.com SUPERINTENDENT : PHONE: EMAIL: r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Jim Pommert 6749-0192-C Level 3 Smith Fire Systems, Inc. S M ITH FS 136OT CERTIFICATE OF COMPETENCY STAMP 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 928.1880 FAX: ( 253 ) 926-2350 BAKER COMMODITIES SYSTEM CONVERSION 5795 S 130TH PL TUKWILA, WA DESIGNER JEFF S PROJECT MGR DATE SHEET JOB NO. LANE L 10/31/17 1 OF 1 TI17131