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HomeMy WebLinkAboutPP - 1017 SOUTHCENTER MALL - FINISH LINE - PERMITS AND PLANS1017 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-128 08-S-122 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Finish Line 1017 Southcenter Mall Permit No.: 08-S-122 Date: March 31, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). i • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. UflZO� 31 ;1 Prokciun,' Code WON 14 March 2008 John Abel Crown Fire Protection PO Box 12113 Mill Creek, WA 98012 RE: Westfield Mall — Finish Line (Space #1425) Independent Third Party Review — Fire Sprinkler System Dear John: Tuazon Engineering, PLLC 4322 NE rn Street Renton, WA 98059 425.917.1683 tel 425.917.1705 fax www.tuazon.com As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above referenced project. It is noted that the sprinkler system shown is part of Zone T4 fed from the East Riser Room. The following was reviewed: • Fire Sprinkler Drawings — Sheet 1 dated 4/08 • Hydraulic Calculations dated 4/07/08 The documents were reviewed for compliance with the 2007 NFPA 13, Installation of Sprinkler Systems and Tukwila Municipal Code Chapter 16.42, Sprinkler Systems. I have found the fire sprinkler design to be acceptable subject to the following comments: 1. Provide restraint of all branchline piping per 2007 NFPA 13 Para 9.3.6, as enforced by the City of Tukwila. 2. Provide Washington State fire sprinkler certificate of competency stamp on the drawing and calculations. 3. Include applicable product data with the permit submittal to the City of Tukwila. A resubmittal to Tuazon Engineering is not required provided the above are resolved to the satisfaction of Tukwila Fire Department. The comments made above do not relieve the contractor from compliance with requirements of contract drawings, specifications, or codes. Tuazon Engineering has performed a detailed review of the submittal for general conformance with the standards referenced. Please contact me at 425-917-1683 or ericCa),tuazon.com with any questions regarding this review. Respectfully, TUAZON ENGINEERING PLLC 5).-z.1) Eric P. Tuazon, PE Fire Protection Engineer Hydraulic Calculations Sheet 1 for Project Name: FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Drawing No: 1 OF 1 Date 04/07/08 Job: FINISHLI Design: Occupancy classification: ORDINARY HAZARD GP 2 Density: 0.20 gpm/sq.ft. Area of application: 1500 square feet Coverage per sprinkler: 130 S.F. MAX Type of sprinklers calculated: K=5.6 No. of sprinklers calculated: 19 heads Hose streams: 250.0 gpm Outside Hose Total water required: Including hose streams 111.76 psi @ 778.1 gpm @ Supply 139.09 psi available @ 778.1 gpm Below curve by 27.33 psi Type of System: Wet Water Supply Information: 140.00 psi Static, 20.00 psi Residual @ 10900.0 gpm Name of Contractor: CROWN FIRE PROTECTION Phone Number: 425-481-7669 Authority Having Jurisdiction: NFPA Notes: Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com III Ill 33 II N N C O T7 73 0. T 4h.„ criOf CD d E C -D - Ba. 4i CD Bd. 8 to mSystem demand =111.76 psi with 778.1 gpm flowing. -sCD a Pressure (PSI) O CD a © c 0 CD 41. CiJ CJ1 O 01 1- i• r 1101©13I31S3M II31N3JH1fIOS • 1NVN313N11 HSINU Flow Test Summary Sheet N1_85 FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B26 Wilkens Model 350A Double Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH6 FLEX HEAD - 6' Description of Other abbreviations Code Description AO Arm -over BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ".5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 3 Sheet 4 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 A01 1.080 2.0 5.6 12.25 -1.00 0.0 120 32 1FH6,1T 2 A02 1.080 4.0 5.6 12.25 -3.00 0.0 120 32 1FH6,1T 3 BL1 1.639 9.0 A02 0.00 0.00 0.0 120 32 4 BL1 1.639 14.0 A01 0.00 0.00 0.0 120 32 5 BL1 1.639 12.0 A01 0.00 0.00 0.0 120 32 6 BL1 1.639 12.0 A01 0.00 0.00 0.0 120 32 7 BL1 1.639 15.0 A01 0.00 0.00 0.0 120 32 1T 8 BL2 1.639 10.0 5.6 21.56 0.00 0.0 120 32 9 BL2 1.639 10.0 5.6 21.56 0.00 0.0 120 32 10 BL2 1.639 10.0 5.6 21.56 0.00 0.0 120 32 11 BL2 1.639 10.0 5.6 21.56 0.00 0.0 120 32 12 BL2 1.639 21.0 5.6 21.56 3.00 0.0 120 32 3E,1T 13 BL3 1.408 8.0 A01 0.00 0.00 0.0 120 32 14 BL3 1.408 18.0 A01 0.00 3.00 0.0 120 32 2E,1T 15 BL4 1.639 7.0 A02 0.00 0.00 0.0 120 32 16 BL4 1.639 10.0 5.6 21.56 0.00 0.0 120 32 17 BL4 1.639 10.0 5.6 21.56 0.00 0.0 120 32 18 BL4 1.639 11.2 5.6 21.56 0.00 0.0 120 32 19 BL4 1.639 8.0 A01 0.00 0.00 0.0 120 32 20 BL4 1.639 20.0 A01 0.00 3.00 0.0 120 32 4E,1T 21 CM1 4.026 11.0 BL1 0.00 0.00 0.0 120 32 22 CM1 4.026 5.0 BL2 0.00 0.00 0.0 120 32 23 CM1 4.026 6.0 BL3 0.00 0.00 0.0 120 32 24 CM1 4.026 160.0 BL4 0.00 0.00 0.0 120 32 1VT,6VE 25 BU 4.026 170.0 CM1 0.00 0.00 0.0 120 32 4VE 26 RI 4.026 18.0 BU 0.00 14.50 0.0 120 32 2VE,1T 27 RI 8.249 28.0 0.00 0.00 0.0 120 32 28 RI 10.370 125.0 0.00 0.00 0.0 120 32 1B26 29 UG 10.280 247.0 RI 0.00 0.00 0.0 140 32 3UE,1UT1,1GV 30 UG 10.280 0.0 0.00 0.00 250.0 140 32 Sheet 5 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 120 L 2.0 PT 12.25 1 19.6=5.60(12.25)".5 F 38.0 PE -0.43 (EL= -1.00 ft) 1 19.6 1.08 1FH6 1T T 40.0 0.10878 PF 4.35 6.86 PT 16.17 4 B1 Jct K -factor for arm -over 1 = 19.6/(16.17)".5 = 4.87 at Hyd Ref Pts 4 5 6 7 13 14 19 20 Arm -over 2 C = 120 L 4.0 PT 12.25 2 19.6=5.60(12.25)".5 F 38.0 PE -1.30 (EL= -3.00 ft) 2 19.6 1.08 1FH6 1T T 42.0 0.10878 PF 4.57 6.86 PT 15.52 3 B1 Jct K -factor for arm -over 2 = 19.6/(15.52)".5 = 4.97 at Hyd Ref Pts 3 15 Branchline No. 1 (Beginning pressure increased due to Hyd Ref Pt 4) C = 120 L 9 0 PT 16.04 3 AO2 19.9=4.97(16.04)".5 F 0 0 PE 0.00 3 19.9 1.64 T 9 0 0.01471 PF 0.13 3.03 L 14 0 PT 16.17 4 AO1 19.6=4.87(16.17)".5 F 0 0 PE 0.00 4 39.5 1.64 T 14.0 0.05222 PF 0.73 6.01 L 12.0 PT 16.90 5 AO1 20.0=4.87(16.90)".5 F 0.0 PE 0.00 5 59.6 1.64 T 12.0 0.11152 PF 1.34 9.06 L 12.0 PT 18.24 6 AO1 20.8=4.87(18.24)".5 F 0.0 PE 0.00 6 80.4 1.64 T 12.0 0.19417 PF 2.33 12.22 L 15.0 PT 20.57 7 AO1 22.1=4.87(20.57)".5 F 8.7 PE 0.00 7 102.5 1.64 1T T 23.7 0.30436 PF 7.22 15.58 PT 27.79 21 Cross main Jct K -factor for branchline no. 1 = 102.5/(27.79)".5 = 19.44 Sheet 6 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 L 10.0 PT 21.56 8 End head 26.0=5.60(21.56)'.5 F 0.0 PE 0.00 8 26.0 1.64 T 10.0 0.02407 PF 0.24 3.95 L 10.0 PT 21.80 9 26.2=5.60(21.80)'.5 F 0.0 PE 0.00 9 52.2 1.64 T 10.0 0.08721 PF 0.87 7.93 L 10.0 PT 22.67 10 26.7=5.60(22.67)".5 F 0.0 PE 0.00 10 78.8 1.64 T 10.0 0.18723 PF 1.87 11.99 L 10.0 PT 24.55 11 27.8=5.60(24.55)'.5 F 0.0 PE 0.00 11 106.6 1.64 T 10.0 0.32711 PF 3.27 16.20 L 21.0 PT 27.82 12 29.5=5.60(27.82)'.5 F 21.8 PE 1.30 (EL= 3.00 ft) 12 136.1 1.64 3E 1T T 42.8 0.51434 PF 22.02 20.70 PT 51.14 22 Cross main Jct K -factor for branchline no. 2 = 136.1/(51.14)'.5 = 19.03 Branchline No. 3 C = 120 L 8.0 PT 16.17 13 AO1 19.6=4.87(16.17)".5 F 0.0 PE 0.00 13 19.6 1.41 T 8.0 0.02990 PF 0.24 4.04 L 18.0 PT 16.41 14 AO1 19.8=4.87(16.41)'.5 F 13.2 PE 1.30 (EL= 3.00 ft) 14 39.4 1.41 2E 1T T 31.2 0.10852 PF 3.39 8.11 PT 21.10 23 Cross main Jct K -factor for branchline no. 3 = 39.4/(21.10)'.5 = 8.58 Sheet 7 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 4 (Beginning pressure increased due to Hyd Ref Pt 16) C = 120 L 7.0 PT 21.43 15 AO2 23.0=4.97(21.43)A.5 F 0.0 PE 0.00 15 23.0 1.64 T 7.0 0.01922 PF 0.13 3.50 L 10.0 PT 21.56 16 26.0=5.60(21.56)A.5 F 0.0 PE 0.00 16 49.0 1.64 T 10.0 0.07781 PF 0.78 7.46 L 10.0 PT 22.34 17 26.5=5.60(22.34)A.5 F 0.0 PE 0.00 17 75.5 1.64 T 10.0 0.17293 PF 1.73 11.48 L 11.2 PT 24.07 18 27.5=5.60(24.07)A.5 F 0.0 PE 0.00 18 103.0 1.64 T 11.2 0.30706 PF 3.44 15.66 L 8.0 PT 27.51 19 AO1 25.6=4.87(27.51)A.5 F 0.0 PE 0.00 19 128.5 1.64 T 8.0 0.46278 PF 3.70 19.55 L 20.0 PT 31.21 20 AO1 27.2=4.87(31.21)A.5 F 26.2 PE 1.30 (EL= 3.00 ft) 20 155.8 1.64 4E 1T T 46.2 0.66030 PF 30.49 23.69 PT 63.00 24 Cross main Jct K -factor for branchline no. 4 = 155.8/(63.00)A.5 = 19.63 Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 24) C = 120 L 11.0 PT 62.53 21 BL1 153.7=19.44(62.53)A.5 F 0.0 PE 0.00 21 153.7 4.03 T 11.0 0.00810 PF 0.09 3.87 L 5.0 PT 62.61 22 BL2 150.6=19.03(62.61)A.5 F 0.0 PE 0.00 22 304.3 4.03 T 5.0 0.02865 PF 0.14 7.67 L 6.0 PT 62.76 23 BL3 68.0=8.58(62.76)A.5 F 0.0 PE 0.00 23 372.3 4.03 T 6.0 0.04159 PF 0.25 9.38 L 160.0 PT 63.01 24 BL4 155.8=19.63(63.01)A.5 F 56.8 PE 0.00 24 528.1 4.03 1VT 6VE T 216.8 0.07942 PF 17.22 13.31 PT 80.23 25 Bulk Jct K -factor for Cross main 1 = 528.1/(80.23)A.5 = 58.96 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 8 Notes Bulk C = 120 ___= L 170.0 PT 80.23 25 CM 1 528.1=58.96(80.23)A.5 F 27.2 PE 0.00 25 528.1 4.03 4VE T 197.2 0.07942 PF 15.66 13.31 PT 95.89 26 Top of Riser Riser C = 120 L 18.0 PT 95.89 26 Top of Riser F 33.6 PE 6.28 (EL= 14.50 ft) 26 528.1 4.03 2VE 1T T 51.6 0.07942 PF 4.10 13.31 L 28.0 PT 106.26 27 F 0.0 PE 0.00 27 528.1 8.25 T 28.0 0.00241 PF 0.07 3.17 L 125.0 PT 106.33 28 F 0.0 PE 0.00 28 528.1 10.37 1B26 T 125.0 0.00079 PF 5.22 2.01 1B26 = 5.12# PT 111.55 29 B.O.R. Under ground C = 140 L 247.0 PT 111.55 29 B.O.R. F 88.1 PE 0.00 29 528.1 10.28 3UE lUT1 T 335.1 0.00062 PF 0.21 2.04 1GV L 0.0 PT 111.76 30 250.0 gpm = Hose F 0.0 PE 0.00 30 778.1 10.28 T 0.0 0.00000 PF 0.00 3.01 PT 111.76 31 Supply Jct Available flow at 111.76 psi is 4986.5 gpm which is 4208.4 gpm from curve. Supply pressure available with 778.1 gpm flowing is 139.09 psi, thus system requirement is 27.33 psi below supply curve. (19.6%) FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Sheet 9 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 31 140.00 20.00 10900.0 139.09 778.1 111.76 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 13.50 Orif= 5.60 12.25 19.6 2 11.50 Orif= 5.60 12.25 19.6 3 14.50 16.04 4 14.50 16.17 5 14.50 16.90 - 6 14.50 18.24 - 7 14.50 20.57 - 8 17.50 Orif= 5.60 21.56 26.0 9 17.50 Orif= 5.60 21.80 26.2 10 17.50 Orif= 5.60 22.67 26.7 11 17.50 Orif= 5.60 24.55 27.8 12 17.50 Orif= 5.60 27.82 29.5 13 17.50 16.17 - 14 17.50 16.41 - 15 17.50 21.43 - 16 17.50 Orif= 5.60 21.56 26.0 17 17.50 Orif= 5.60 22.34 26.5 18 17.50 Orif= 5.60 24.07 27.5 19 17.50 27.51 - 20 17.50 31.21 - 21 14.50 62.53 - 22 14.50 62.61 23 14.50 62.76 - 24 14.50 63.01 - 25 14.50 80.23 - 26 14.50 95.89 27 0.00 106.26 - 28 0.00 106.33 - 29 0.00 111.55 - 30 0.00 Hose 111.76 250.0 31 0.00 111.76 - FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Sheet 10 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 13.50 5.60 19.6 1" 1FH6 1T L 2.0 120 Pt 12.25 1 F 38.0 6.9 Pe -0.43 4 14.50 19.6 1.08 38.0 T 40.0 0.1088 Pf 4.35 AO1:K=4.87 2 11.50 5.60 19.6 1" 1FH6 1T L 4.0 120 Pt 12.25 2 F 38.0 6.9 Pe -1.30 3 14.50 19.6 1.08 38.0 T 42.0 0.1088 Pf 4.57 AO2:K=4.97 3 14.50 4.97 [19.9] 1 1/2" L 9.0 120 Pt 16.04 AO2 3 F 0.0 3.0 Pe 0.00 4 14.50 19.9 1.64 T 9.0 0.0147 Pf 0.13 4 4 14.50 4.87 [19.6] 1 1/2" 5 14.50 39.5 1.64 L 14.0 120 Pt 16.17 AO1 F 0.0 6.0 Pe 0.00 T 14.0 0.0522 Pf 0.73 5 5 14.50 4.87 [20.0] 1 1/2" 6 14.50 59.6 1.64 L 12.0 120 Pt 16.90 AO1 F 0.0 9.1 Pe 0.00 T 12.0 0.1115 Pf 1.34 6 6 14.50 4.87 [20.8] 1 1/2" 7 14.50 80.4 1.64 L 12.0 120 Pt 18.24 AOl F 0.0 12.2 Pe 0.00 T 12.0 0.1942 Pf 2.33 7 7 14.50 4.87 [22.1] 1 1/2" 1T 21 14.50 102.5 1.64 L 15.0 120 Pt 20.57 AO1 F 8.7 15.6 Pe 0.00 8.7 T 23.7 0.3044 Pf 7.22 BL1:K=19.44 8 8 17.50 5.60 26.0 1 1/2" 9 17.50 26.0 1.64 L 10.0 120 Pt 21.56 F 0.0 4.0 Pe 0.00 T 10.0 0.0241 Pf 0.24 9 9 17.50 5.60 26.2 1 1/2" 10 17.50 52.2 1.64 L 10.0 120 Pt 21.80 F 0.0 7.9 Pe 0.00 T 10.0 0.0872 Pf 0.87 10 10 17.50 5.60 26.7 1 1/2" 11 17.50 78.8 1.64 L 10.0 120 Pt 22.67 F 0.0 12.0 Pe 0.00 T 10.0 0.1872 Pf 1.87 11 11 17.50 5.60 27.8 1 1/2" 12 17.50 106.6 1.64 L 10.0 120 Pt 24.55 F 0.0 16.2 Pe 0.00 T 10.0 0.3271 Pf 3.27 12 12 17.50 5.60 22 14.50 29.5 1 1/2" 3E 1T L 21.0 120 Pt 27.82 F 21.8 20.7 Pe 1.30 136.1 1.64 21.8 T 42.8 0.5143 Pf 22.02 3L2:K=19.03 FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Sheet 11 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 13 13 17.50 4.87 [19.6] 1 1/4" 14 17.50 19.6 1.41 L 8.0 120 Pt 16.17 AO1 F 0.0 4.0 Pe 0.00 T 8.0 0.0299 Pf 0.24 14 14 17.50 4.87 23 14.50 [19.7] 1 1/4" 2E 1T L 18.0 120 Pt 16.41 AOl F 13.2 8.1 Pe 1.30 39.4 1.41 13.2 T 31.2 0.1085 Pf 3.39 BL3:K=8.58 15 15 17.50 4.97 [23.0] 1 1/2" 16 17.50 23.0 1.64 L 7.0 120 Pt 21.43 AO2 F 0.0 3.5 Pe 0.00 T 7.0 0.0192 Pf 0.13 16 17.50 5.60 26.0 1 1/2" L 10.0 120 Pt 21.56 16 F 0.0 7.5 Pe 0.00 17 17.50 49.0 1.64 T 10.0 0.0778 Pf 0.78 17 17 17.50 5.60 26.5 1 1/2" 18 17.50 75.5 1.64 L 10.0 120 Pt 22.34 F 0.0 11.5 Pe 0.00 T 10.0 0.1729 Pf 1.73 18 18 17.50 5.60 27.5 1 1/2" 19 17.50 103.0 1.64 L 11.2 120 Pt 24.07 F 0.0 15.7 Pe 0.00 T 11.2 0.3071 Pf 3.44 19 17.50 4.87 [25.6] 1 1/2" L 8.0 120 Pt 27.51 AO1 19 F 0.0 19.5 Pe 0.00 20 17.50 128.5 1.64 T 8.0 0.4628 Pf 3.70 20 20 17.50 4.87 24 14.50 [27.2] 1 1/2" 4E 1T L 20.0 120 Pt 31.21 AO1 F 26.2 23.7 Pe 1.30 155.8 1.64 26.2 T 46.2 0.6603 Pf 30.49 BL4:K=19.63 21 14.50 19.44 [153.7] 4" L 11.0 120 Pt 62.53 BL1 21 F 0.0 3.9 Pe 0.00 22 14.50 153.7 4.03 T 11.0 0.0081 Pf 0.09 22 14.50 19.03 [150.6] 4" L 5.0 120 Pt 62.61 BL2 22 F 0.0 7.7 Pe 0.00 23 14.50 304.3 4.03 T 5.0 0.0286 Pf 0.14 23 14.50 8.58 [67.9] 4" L 6.0 120 Pt 62.76 BL3 23 F 0.0 9.4 Pe 0.00 24 14.50 372.3 4.03 T 6.0 0.0416 Pf 0.25 24 14.50 19.63 [155.8] 4" 1VT 6VE L 160.0 120 Pt 63.01 BL4 24 F 56.8 13.3 Pe 0.00 25 14.50 528.1 4.03 56.8 T 216.8 0.0794 Pf 17.22 FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Sheet 12 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 25 14.50 4" 4VE L 170.0 120 Pt 80.23 CM 1 25 F 27.2 13.3 Pe 0.00 26 14.50 528.1 4.03 27.2 T 197.2 0.0794 Pf 15.66 26 14.50 4" 2VE 1T L 18.0 120 Pt 95.89 Top of Riser 26 F 33.6 13.3 Pe 6.28 27 0.00 528.1 4.03 33.6 T 51.6 0.0794 Pf 4.10 27 0.00 8" L 28.0 120 Pt 106.26 27 F 0.0 3.2 Pe 0.00 28 0.00 528.1 8.25 T 28.0 0.0024 Pf 0.07 28 28 0.00 29 0.00 12" 528.1 10.37 L 125.0 120 Pt 106.33 F 0.0 2.0 Pe 0.00 1B26 = 5.12# T 125.0 0.0008 Pf 5.22 29 0.00 10" 3UE lUT1 L 247.0 140 Pt 111.55 29 1GV F 88.1 2.0 Pe 0.00 30 0.00 528.1 10.28 88.1 T 335.1 0.0006 Pf 0.21 30 0.00 10" L 0.0 140 Pt 111.76 30 250.0 F 0.0 3.0 Pe 0.00 31 0.00 778.1 10.28 T 0.0 0.0013 Pf 0.00 Supply 1 GENERAL LEGEND —4 BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERUNE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERUNE PIPE TO BOTTOM OF BEAM CENTERUNE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. cF' E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" F1T11NG END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT' (ALSO "Fir) ALL -THREAD ROD CCE TED 0 Wthout Comments As Noted In Red 'l Per The Attached Letter t nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is ttubiect to errors and omissions which do not authorize violations of adopted standards and or a,nances. The responsibility for the adequacy of desi:,n rests totally with the designer. Additions, deletions or revisions to these drawings atter `his date will void tni-s acceptance 2nd all require a esubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. I Date: / /S--- O 8 By: TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No.O� S J as and exact address for shuts auwn or restoration approval: NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prier to hydrostatic test approval. `PIPING LEGEND 01111111100 01/1101110 111111••• EXISTING PIPING NEW PIPING 1 NEW SERVICE ENTRY G.B. CEILING, B/9'-0" PAINTED WHITE NON RATED 1 EXIST. MALL �- SERVICE --m• CORRIDQR EXIT HALLWAY SUSPENDED WHITE ACOUSTICAL TILE CEILING B/ 15'0" A.F.F DRESSING ROOM G.B. CEILING, B/8'-6" PAINTED WHITE G.B. CEILING, B/9'-0" PAINTED BLACK G.B. HEADER B/8'-0" PAINTED WHITE CASHWRAP W/ SUSPENDED G.B. CEILING B/12'-0" YOUTH - OPEN CEILING • • • • O O r 1 0 / r7 STOC'1'••� SUSPEN I : R EI INC 11111! j:1 iii trI K r SECURE STORAGE C.B. CEILING PAINTED WHITE B/8'-0" TOILET G.B. CEILING PAINTED NHITE B/8'-0" SUSPENDED WHITE ACOUSTICAL TILE CEILING B/15'-0" A.F.F. EXISITNG 4" CROSSMAIN EXISITNC 1/" OUTLETS (8) ADJACENT TENANT WOMEN OPEN CEILING 3" X 3" SURFACE MTD. GRID PAINTED BLUE FOR HANGING GRAPHICS WITHIN RECESSED COVE, TYP. FACE OF L.L. BULKHEAD BTM. AT 15'-0" V.I.F. 0 CI 0 CO 170 1 TI to I 0 .411 tea' c 0-o- _ 0 STOREFRONT SHOW SIGN WINDOW I A MALL "I -COMMON -el - AREA TENANT SPRINKLER PLAN SHOW WINDOW B G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM 12'-6" A.F.F. G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM © 10'-2" A.F.F. SUSPENDED TRACK LIGHTING, TYPICAL ADJACENT TENANT SUSPENDED FLUORESCENT LIGHTING, TYPICAL MEN'S OPEN CEILING REMOTE AREA ORDINARY HAZARD GP 2 .20 / 1500 S.F. BASE OF RISER: 111.55 PSI / 528.1 GPM NOTE: ALL OPEN CEILINGS IN THE SALES AREA SHALL BE PAINTED BLACK, INCLUDING ALL DUCTWORK, PIPING, DECK, ETC. G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM 14'-6" A.F.F. SCALE: 1/8" = 1'-0" GENERAL NOTES FlexHeed Sprinkler trop Corrugated stainless steel hose with stainless steel braid available in 2'. 3'.4',5 & B' tegnths 20 Guage galvanized Sheet Metal 56.16' Self 13; { : shires; �ti til S, 1 — Hub =_seven 16 guage galvanized sheet metal Sprinkler Heed Mete Shut FLEX HEAD FILE CO Y FINISH LINE TENANT SPRINKLERS ® RELIABLE MODEL F1 -FR QUICK RESPONSE RECESSED CHROME PENDENT 155' 1/2" O RELIABLE MODEL F1 -FR QUICK RESPONSE BRASS UPRIGHT 155' 1/2" SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 - 2007 ED ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS ORDINARY HAZARD OCCUPANCY: 130 S.F. PER SPRINKLER MAX CALCULATED .20 / 1500 S.F - ORDINARY HAZARD GP 2. NEW PIPING TO BE 'DYNA-THREAD' THREADABLE THINWALL QTY 35 15 PROJECT TOTAL: 50 Finis =' Lines SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 M&MA #7059 FINL STORE #896 CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 FINISH LINE 1017 SOUTH Tukwila, WA 90025 n 2008 Tukwila Fire z3-771 $211 DATE: 04/08 I DRAWN: C.A. SCALE: NOTED 1 1 OF 1 GENERAL LEGEND -o -a B00 BOB 80J FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERUNE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERUNE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. 4 E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPUNG OUTLET COUPUNG WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL -THREAD ROD PIPING LEGEND MIIMMEN 110111101110 IM11.11.110 01110011•11 1111010 EXISTING PIPING NEW PIPING NEW SERVICE ENTRY G.B. CEILING, B/9'-0" PAINTED WHITE EXIST. MALL SERVICE - s CORRIDOR NON RATED EXIT HALLWAY SUSPENDED WHITE ACOUSTICAL 11LE CEILING B/ 15'0" A.F.F SECURE STORAGE G.B. CEILING PAINTED WHITE B/8'-0" TOILET G.B. CEILING PAINTED WHITE B/8'-0" DRESSING RO G.B. CEILING, B/8'-6" PAINTED WHITE G.B. CEILING, B/9'-0" PAINTED BLACK G.B. HEADER B/8'-0" PAINTED WHITE CASHWRAP W/ SUSPENDED G.B. CEILING B/12'-0" YOUTH OPEN CEILING SUSPENDED WHITE ACOUSTICAL 11LE CEILING B/15'-0" A.F.F. TO SUP ADJACENT TENANT WOMEN OPEN CEILING JQ EXISITNG 4" CROSSMAIN EXISITNG 1W OUTLETS (8) SUSPENDED TRACK LIGHTING, TYPICAL ADJACENT TENANT SUSPENDED FLUORESCENT LIGHTING, TYPICAL MEN'S CPEN CEILING 3" X 3" SURFACE MTD. GRID PAINTED BLUE FOR HANGING GRAPHICS WITHIN RECESSED COVE, TYP. FACE OF L.L. BULKHEAD BTM. AT 15'-0" V.I.F. SHOW WINDOW A STOREFRONT SIGN M ALL '°—COMMON -0" AREA TENANT SPRINKLER PLAN SHOW WINDOW B G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM ® 12'-6" A.F.F. G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM 10'-2" A.F.F. REMOTE AREA ORDINARY HAZARD GP 2 .20 / 1500 S.F. BASE OF RISER: 111.55 PSI / 528.1 GPM N OTE: ALL OPEN CEILINGS IN THE SALES AREA SHALL BE PAINTED BLACK, INCLUDING ALL DUCTWORK, PIPING, DECK, ETC. G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM 14'-6" A.F.F. SCALE: 1/8" = 1'-0" 20 Gtsa?e galvanized Sheet Mete, 5'16' Self 1d, -Yr..• scrri.rs �r Corrugated stainless steel hose with stainless steel braid available In 2. 3',4',5 & 8' leyrttha Hub sectcntt_; guage galvanized sheet metal McEa Sttjl1 FLEX HEAD FINISH LINE TENANT SPRINKLERS QTY 0 RELIABLE MODEL F1 -FR QUICK RESPONSE RECESSED CHROME PENDENT 155' 1/2" 10 0 RELIABLE MODEL F1 -FR QUICK RESPONSE BRASS UPRIGHT 155' 1/2" GENERAL NOTES SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 - 2007 ED ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS ORDINARY HAZARD OCCUPANCY: 130 S.F. PER SPRINKLER MAX CALCULATED .20 / 1500 S.F - ORDINARY HAZARD GP 2. NEW PIPING TO BE 'DYNA-THREAD' THREADABLE THINWALL FOREMAN PRINT 4-8-08 38 PROJECT TOTAL: 48 S -7* -041 - 1 - SOU TH CEN TER TUKWILA, WA 98188 SPACE #1425 M&MA #7059 FINL STORE #896 CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 FINISH LINE 1017 SOUTHCENTER Tukwila, WA 90025 DATE: 04/08 I DRAWN: C.A. I SCALE: NOTED I 1 OF 1 /2s Z/o/ 1017 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-128 08-S-122 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Finish Line 1017 Southcenter Mall Permit No.: 08-S-122 Date: March 31, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). i • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. UflZO� 31 ;1 Prokciun,' Code WON 14 March 2008 John Abel Crown Fire Protection PO Box 12113 Mill Creek, WA 98012 RE: Westfield Mall — Finish Line (Space #1425) Independent Third Party Review — Fire Sprinkler System Dear John: Tuazon Engineering, PLLC 4322 NE rn Street Renton, WA 98059 425.917.1683 tel 425.917.1705 fax www.tuazon.com As requested, I have performed an Independent Third Party Plan Review on the fire sprinkler system for the above referenced project. It is noted that the sprinkler system shown is part of Zone T4 fed from the East Riser Room. The following was reviewed: • Fire Sprinkler Drawings — Sheet 1 dated 4/08 • Hydraulic Calculations dated 4/07/08 The documents were reviewed for compliance with the 2007 NFPA 13, Installation of Sprinkler Systems and Tukwila Municipal Code Chapter 16.42, Sprinkler Systems. I have found the fire sprinkler design to be acceptable subject to the following comments: 1. Provide restraint of all branchline piping per 2007 NFPA 13 Para 9.3.6, as enforced by the City of Tukwila. 2. Provide Washington State fire sprinkler certificate of competency stamp on the drawing and calculations. 3. Include applicable product data with the permit submittal to the City of Tukwila. A resubmittal to Tuazon Engineering is not required provided the above are resolved to the satisfaction of Tukwila Fire Department. The comments made above do not relieve the contractor from compliance with requirements of contract drawings, specifications, or codes. Tuazon Engineering has performed a detailed review of the submittal for general conformance with the standards referenced. Please contact me at 425-917-1683 or ericCa),tuazon.com with any questions regarding this review. Respectfully, TUAZON ENGINEERING PLLC 5).-z.1) Eric P. Tuazon, PE Fire Protection Engineer Hydraulic Calculations Sheet 1 for Project Name: FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Drawing No: 1 OF 1 Date 04/07/08 Job: FINISHLI Design: Occupancy classification: ORDINARY HAZARD GP 2 Density: 0.20 gpm/sq.ft. Area of application: 1500 square feet Coverage per sprinkler: 130 S.F. MAX Type of sprinklers calculated: K=5.6 No. of sprinklers calculated: 19 heads Hose streams: 250.0 gpm Outside Hose Total water required: Including hose streams 111.76 psi @ 778.1 gpm @ Supply 139.09 psi available @ 778.1 gpm Below curve by 27.33 psi Type of System: Wet Water Supply Information: 140.00 psi Static, 20.00 psi Residual @ 10900.0 gpm Name of Contractor: CROWN FIRE PROTECTION Phone Number: 425-481-7669 Authority Having Jurisdiction: NFPA Notes: Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com III Ill 33 II N N C O T7 73 0. T 4h.„ criOf CD d E C -D - Ba. 4i CD Bd. 8 to mSystem demand =111.76 psi with 778.1 gpm flowing. -sCD a Pressure (PSI) O CD a © c 0 CD 41. CiJ CJ1 O 01 1- � i• r 1101©13I31S3M II31N3JH1fIOS • 1NVN313N11 HSINU Flow Test Summary Sheet N1_85 FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow VT Victaulic tee VE Victaulic ninety degree elbow B26 Wilkens Model 350A Double Check Valve Assy. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH6 FLEX HEAD - 6' Description of Other abbreviations Code Description AO Arm -over BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ".5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 3 Sheet 4 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 A01 1.080 2.0 5.6 12.25 -1.00 0.0 120 32 1FH6,1T 2 A02 1.080 4.0 5.6 12.25 -3.00 0.0 120 32 1FH6,1T 3 BL1 1.639 9.0 A02 0.00 0.00 0.0 120 32 4 BL1 1.639 14.0 A01 0.00 0.00 0.0 120 32 5 BL1 1.639 12.0 A01 0.00 0.00 0.0 120 32 6 BL1 1.639 12.0 A01 0.00 0.00 0.0 120 32 7 BL1 1.639 15.0 A01 0.00 0.00 0.0 120 32 1T 8 BL2 1.639 10.0 5.6 21.56 0.00 0.0 120 32 9 BL2 1.639 10.0 5.6 21.56 0.00 0.0 120 32 10 BL2 1.639 10.0 5.6 21.56 0.00 0.0 120 32 11 BL2 1.639 10.0 5.6 21.56 0.00 0.0 120 32 12 BL2 1.639 21.0 5.6 21.56 3.00 0.0 120 32 3E,1T 13 BL3 1.408 8.0 A01 0.00 0.00 0.0 120 32 14 BL3 1.408 18.0 A01 0.00 3.00 0.0 120 32 2E,1T 15 BL4 1.639 7.0 A02 0.00 0.00 0.0 120 32 16 BL4 1.639 10.0 5.6 21.56 0.00 0.0 120 32 17 BL4 1.639 10.0 5.6 21.56 0.00 0.0 120 32 18 BL4 1.639 11.2 5.6 21.56 0.00 0.0 120 32 19 BL4 1.639 8.0 A01 0.00 0.00 0.0 120 32 20 BL4 1.639 20.0 A01 0.00 3.00 0.0 120 32 4E,1T 21 CM1 4.026 11.0 BL1 0.00 0.00 0.0 120 32 22 CM1 4.026 5.0 BL2 0.00 0.00 0.0 120 32 23 CM1 4.026 6.0 BL3 0.00 0.00 0.0 120 32 24 CM1 4.026 160.0 BL4 0.00 0.00 0.0 120 32 1VT,6VE 25 BU 4.026 170.0 CM1 0.00 0.00 0.0 120 32 4VE 26 RI 4.026 18.0 BU 0.00 14.50 0.0 120 32 2VE,1T 27 RI 8.249 28.0 0.00 0.00 0.0 120 32 28 RI 10.370 125.0 0.00 0.00 0.0 120 32 1B26 29 UG 10.280 247.0 RI 0.00 0.00 0.0 140 32 3UE,1UT1,1GV 30 UG 10.280 0.0 0.00 0.00 250.0 140 32 Sheet 5 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 120 L 2.0 PT 12.25 1 19.6=5.60(12.25)".5 F 38.0 PE -0.43 (EL= -1.00 ft) 1 19.6 1.08 1FH6 1T T 40.0 0.10878 PF 4.35 6.86 PT 16.17 4 B1 Jct K -factor for arm -over 1 = 19.6/(16.17)".5 = 4.87 at Hyd Ref Pts 4 5 6 7 13 14 19 20 Arm -over 2 C = 120 L 4.0 PT 12.25 2 19.6=5.60(12.25)".5 F 38.0 PE -1.30 (EL= -3.00 ft) 2 19.6 1.08 1FH6 1T T 42.0 0.10878 PF 4.57 6.86 PT 15.52 3 B1 Jct K -factor for arm -over 2 = 19.6/(15.52)".5 = 4.97 at Hyd Ref Pts 3 15 Branchline No. 1 (Beginning pressure increased due to Hyd Ref Pt 4) C = 120 L 9 0 PT 16.04 3 AO2 19.9=4.97(16.04)".5 F 0 0 PE 0.00 3 19.9 1.64 T 9 0 0.01471 PF 0.13 3.03 L 14 0 PT 16.17 4 AO1 19.6=4.87(16.17)".5 F 0 0 PE 0.00 4 39.5 1.64 T 14.0 0.05222 PF 0.73 6.01 L 12.0 PT 16.90 5 AO1 20.0=4.87(16.90)".5 F 0.0 PE 0.00 5 59.6 1.64 T 12.0 0.11152 PF 1.34 9.06 L 12.0 PT 18.24 6 AO1 20.8=4.87(18.24)".5 F 0.0 PE 0.00 6 80.4 1.64 T 12.0 0.19417 PF 2.33 12.22 L 15.0 PT 20.57 7 AO1 22.1=4.87(20.57)".5 F 8.7 PE 0.00 7 102.5 1.64 1T T 23.7 0.30436 PF 7.22 15.58 PT 27.79 21 Cross main Jct K -factor for branchline no. 1 = 102.5/(27.79)".5 = 19.44 Sheet 6 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 L 10.0 PT 21.56 8 End head 26.0=5.60(21.56)'.5 F 0.0 PE 0.00 8 26.0 1.64 T 10.0 0.02407 PF 0.24 3.95 L 10.0 PT 21.80 9 26.2=5.60(21.80)'.5 F 0.0 PE 0.00 9 52.2 1.64 T 10.0 0.08721 PF 0.87 7.93 L 10.0 PT 22.67 10 26.7=5.60(22.67)".5 F 0.0 PE 0.00 10 78.8 1.64 T 10.0 0.18723 PF 1.87 11.99 L 10.0 PT 24.55 11 27.8=5.60(24.55)'.5 F 0.0 PE 0.00 11 106.6 1.64 T 10.0 0.32711 PF 3.27 16.20 L 21.0 PT 27.82 12 29.5=5.60(27.82)'.5 F 21.8 PE 1.30 (EL= 3.00 ft) 12 136.1 1.64 3E 1T T 42.8 0.51434 PF 22.02 20.70 PT 51.14 22 Cross main Jct K -factor for branchline no. 2 = 136.1/(51.14)'.5 = 19.03 Branchline No. 3 C = 120 L 8.0 PT 16.17 13 AO1 19.6=4.87(16.17)".5 F 0.0 PE 0.00 13 19.6 1.41 T 8.0 0.02990 PF 0.24 4.04 L 18.0 PT 16.41 14 AO1 19.8=4.87(16.41)'.5 F 13.2 PE 1.30 (EL= 3.00 ft) 14 39.4 1.41 2E 1T T 31.2 0.10852 PF 3.39 8.11 PT 21.10 23 Cross main Jct K -factor for branchline no. 3 = 39.4/(21.10)'.5 = 8.58 Sheet 7 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 4 (Beginning pressure increased due to Hyd Ref Pt 16) C = 120 L 7.0 PT 21.43 15 AO2 23.0=4.97(21.43)A.5 F 0.0 PE 0.00 15 23.0 1.64 T 7.0 0.01922 PF 0.13 3.50 L 10.0 PT 21.56 16 26.0=5.60(21.56)A.5 F 0.0 PE 0.00 16 49.0 1.64 T 10.0 0.07781 PF 0.78 7.46 L 10.0 PT 22.34 17 26.5=5.60(22.34)A.5 F 0.0 PE 0.00 17 75.5 1.64 T 10.0 0.17293 PF 1.73 11.48 L 11.2 PT 24.07 18 27.5=5.60(24.07)A.5 F 0.0 PE 0.00 18 103.0 1.64 T 11.2 0.30706 PF 3.44 15.66 L 8.0 PT 27.51 19 AO1 25.6=4.87(27.51)A.5 F 0.0 PE 0.00 19 128.5 1.64 T 8.0 0.46278 PF 3.70 19.55 L 20.0 PT 31.21 20 AO1 27.2=4.87(31.21)A.5 F 26.2 PE 1.30 (EL= 3.00 ft) 20 155.8 1.64 4E 1T T 46.2 0.66030 PF 30.49 23.69 PT 63.00 24 Cross main Jct K -factor for branchline no. 4 = 155.8/(63.00)A.5 = 19.63 Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 24) C = 120 L 11.0 PT 62.53 21 BL1 153.7=19.44(62.53)A.5 F 0.0 PE 0.00 21 153.7 4.03 T 11.0 0.00810 PF 0.09 3.87 L 5.0 PT 62.61 22 BL2 150.6=19.03(62.61)A.5 F 0.0 PE 0.00 22 304.3 4.03 T 5.0 0.02865 PF 0.14 7.67 L 6.0 PT 62.76 23 BL3 68.0=8.58(62.76)A.5 F 0.0 PE 0.00 23 372.3 4.03 T 6.0 0.04159 PF 0.25 9.38 L 160.0 PT 63.01 24 BL4 155.8=19.63(63.01)A.5 F 56.8 PE 0.00 24 528.1 4.03 1VT 6VE T 216.8 0.07942 PF 17.22 13.31 PT 80.23 25 Bulk Jct K -factor for Cross main 1 = 528.1/(80.23)A.5 = 58.96 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 8 Notes Bulk C = 120 ___= L 170.0 PT 80.23 25 CM 1 528.1=58.96(80.23)A.5 F 27.2 PE 0.00 25 528.1 4.03 4VE T 197.2 0.07942 PF 15.66 13.31 PT 95.89 26 Top of Riser Riser C = 120 L 18.0 PT 95.89 26 Top of Riser F 33.6 PE 6.28 (EL= 14.50 ft) 26 528.1 4.03 2VE 1T T 51.6 0.07942 PF 4.10 13.31 L 28.0 PT 106.26 27 F 0.0 PE 0.00 27 528.1 8.25 T 28.0 0.00241 PF 0.07 3.17 L 125.0 PT 106.33 28 F 0.0 PE 0.00 28 528.1 10.37 1B26 T 125.0 0.00079 PF 5.22 2.01 1B26 = 5.12# PT 111.55 29 B.O.R. Under ground C = 140 L 247.0 PT 111.55 29 B.O.R. F 88.1 PE 0.00 29 528.1 10.28 3UE lUT1 T 335.1 0.00062 PF 0.21 2.04 1GV L 0.0 PT 111.76 30 250.0 gpm = Hose F 0.0 PE 0.00 30 778.1 10.28 T 0.0 0.00000 PF 0.00 3.01 PT 111.76 31 Supply Jct Available flow at 111.76 psi is 4986.5 gpm which is 4208.4 gpm from curve. Supply pressure available with 778.1 gpm flowing is 139.09 psi, thus system requirement is 27.33 psi below supply curve. (19.6%) FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Sheet 9 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 31 140.00 20.00 10900.0 139.09 778.1 111.76 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 13.50 Orif= 5.60 12.25 19.6 2 11.50 Orif= 5.60 12.25 19.6 3 14.50 16.04 4 14.50 16.17 5 14.50 16.90 - 6 14.50 18.24 - 7 14.50 20.57 - 8 17.50 Orif= 5.60 21.56 26.0 9 17.50 Orif= 5.60 21.80 26.2 10 17.50 Orif= 5.60 22.67 26.7 11 17.50 Orif= 5.60 24.55 27.8 12 17.50 Orif= 5.60 27.82 29.5 13 17.50 16.17 - 14 17.50 16.41 - 15 17.50 21.43 - 16 17.50 Orif= 5.60 21.56 26.0 17 17.50 Orif= 5.60 22.34 26.5 18 17.50 Orif= 5.60 24.07 27.5 19 17.50 27.51 - 20 17.50 31.21 - 21 14.50 62.53 - 22 14.50 62.61 23 14.50 62.76 - 24 14.50 63.01 - 25 14.50 80.23 - 26 14.50 95.89 27 0.00 106.26 - 28 0.00 106.33 - 29 0.00 111.55 - 30 0.00 Hose 111.76 250.0 31 0.00 111.76 - FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Sheet 10 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 13.50 5.60 19.6 1" 1FH6 1T L 2.0 120 Pt 12.25 1 F 38.0 6.9 Pe -0.43 4 14.50 19.6 1.08 38.0 T 40.0 0.1088 Pf 4.35 AO1:K=4.87 2 11.50 5.60 19.6 1" 1FH6 1T L 4.0 120 Pt 12.25 2 F 38.0 6.9 Pe -1.30 3 14.50 19.6 1.08 38.0 T 42.0 0.1088 Pf 4.57 AO2:K=4.97 3 14.50 4.97 [19.9] 1 1/2" L 9.0 120 Pt 16.04 AO2 3 F 0.0 3.0 Pe 0.00 4 14.50 19.9 1.64 T 9.0 0.0147 Pf 0.13 4 4 14.50 4.87 [19.6] 1 1/2" 5 14.50 39.5 1.64 L 14.0 120 Pt 16.17 AO1 F 0.0 6.0 Pe 0.00 T 14.0 0.0522 Pf 0.73 5 5 14.50 4.87 [20.0] 1 1/2" 6 14.50 59.6 1.64 L 12.0 120 Pt 16.90 AO1 F 0.0 9.1 Pe 0.00 T 12.0 0.1115 Pf 1.34 6 6 14.50 4.87 [20.8] 1 1/2" 7 14.50 80.4 1.64 L 12.0 120 Pt 18.24 AOl F 0.0 12.2 Pe 0.00 T 12.0 0.1942 Pf 2.33 7 7 14.50 4.87 [22.1] 1 1/2" 1T 21 14.50 102.5 1.64 L 15.0 120 Pt 20.57 AO1 F 8.7 15.6 Pe 0.00 8.7 T 23.7 0.3044 Pf 7.22 BL1:K=19.44 8 8 17.50 5.60 26.0 1 1/2" 9 17.50 26.0 1.64 L 10.0 120 Pt 21.56 F 0.0 4.0 Pe 0.00 T 10.0 0.0241 Pf 0.24 9 9 17.50 5.60 26.2 1 1/2" 10 17.50 52.2 1.64 L 10.0 120 Pt 21.80 F 0.0 7.9 Pe 0.00 T 10.0 0.0872 Pf 0.87 10 10 17.50 5.60 26.7 1 1/2" 11 17.50 78.8 1.64 L 10.0 120 Pt 22.67 F 0.0 12.0 Pe 0.00 T 10.0 0.1872 Pf 1.87 11 11 17.50 5.60 27.8 1 1/2" 12 17.50 106.6 1.64 L 10.0 120 Pt 24.55 F 0.0 16.2 Pe 0.00 T 10.0 0.3271 Pf 3.27 12 12 17.50 5.60 22 14.50 29.5 1 1/2" 3E 1T L 21.0 120 Pt 27.82 F 21.8 20.7 Pe 1.30 136.1 1.64 21.8 T 42.8 0.5143 Pf 22.02 3L2:K=19.03 FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Sheet 11 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 13 13 17.50 4.87 [19.6] 1 1/4" 14 17.50 19.6 1.41 L 8.0 120 Pt 16.17 AO1 F 0.0 4.0 Pe 0.00 T 8.0 0.0299 Pf 0.24 14 14 17.50 4.87 23 14.50 [19.7] 1 1/4" 2E 1T L 18.0 120 Pt 16.41 AOl F 13.2 8.1 Pe 1.30 39.4 1.41 13.2 T 31.2 0.1085 Pf 3.39 BL3:K=8.58 15 15 17.50 4.97 [23.0] 1 1/2" 16 17.50 23.0 1.64 L 7.0 120 Pt 21.43 AO2 F 0.0 3.5 Pe 0.00 T 7.0 0.0192 Pf 0.13 16 17.50 5.60 26.0 1 1/2" L 10.0 120 Pt 21.56 16 F 0.0 7.5 Pe 0.00 17 17.50 49.0 1.64 T 10.0 0.0778 Pf 0.78 17 17 17.50 5.60 26.5 1 1/2" 18 17.50 75.5 1.64 L 10.0 120 Pt 22.34 F 0.0 11.5 Pe 0.00 T 10.0 0.1729 Pf 1.73 18 18 17.50 5.60 27.5 1 1/2" 19 17.50 103.0 1.64 L 11.2 120 Pt 24.07 F 0.0 15.7 Pe 0.00 T 11.2 0.3071 Pf 3.44 19 17.50 4.87 [25.6] 1 1/2" L 8.0 120 Pt 27.51 AO1 19 F 0.0 19.5 Pe 0.00 20 17.50 128.5 1.64 T 8.0 0.4628 Pf 3.70 20 20 17.50 4.87 24 14.50 [27.2] 1 1/2" 4E 1T L 20.0 120 Pt 31.21 AO1 F 26.2 23.7 Pe 1.30 155.8 1.64 26.2 T 46.2 0.6603 Pf 30.49 BL4:K=19.63 21 14.50 19.44 [153.7] 4" L 11.0 120 Pt 62.53 BL1 21 F 0.0 3.9 Pe 0.00 22 14.50 153.7 4.03 T 11.0 0.0081 Pf 0.09 22 14.50 19.03 [150.6] 4" L 5.0 120 Pt 62.61 BL2 22 F 0.0 7.7 Pe 0.00 23 14.50 304.3 4.03 T 5.0 0.0286 Pf 0.14 23 14.50 8.58 [67.9] 4" L 6.0 120 Pt 62.76 BL3 23 F 0.0 9.4 Pe 0.00 24 14.50 372.3 4.03 T 6.0 0.0416 Pf 0.25 24 14.50 19.63 [155.8] 4" 1VT 6VE L 160.0 120 Pt 63.01 BL4 24 F 56.8 13.3 Pe 0.00 25 14.50 528.1 4.03 56.8 T 216.8 0.0794 Pf 17.22 FINISH LINE TENANT - SOUTHCENTER WESTFIELD MALL Sheet 12 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 25 14.50 4" 4VE L 170.0 120 Pt 80.23 CM 1 25 F 27.2 13.3 Pe 0.00 26 14.50 528.1 4.03 27.2 T 197.2 0.0794 Pf 15.66 26 14.50 4" 2VE 1T L 18.0 120 Pt 95.89 Top of Riser 26 F 33.6 13.3 Pe 6.28 27 0.00 528.1 4.03 33.6 T 51.6 0.0794 Pf 4.10 27 0.00 8" L 28.0 120 Pt 106.26 27 F 0.0 3.2 Pe 0.00 28 0.00 528.1 8.25 T 28.0 0.0024 Pf 0.07 28 28 0.00 29 0.00 12" 528.1 10.37 L 125.0 120 Pt 106.33 F 0.0 2.0 Pe 0.00 1B26 = 5.12# T 125.0 0.0008 Pf 5.22 29 0.00 10" 3UE lUT1 L 247.0 140 Pt 111.55 29 1GV F 88.1 2.0 Pe 0.00 30 0.00 528.1 10.28 88.1 T 335.1 0.0006 Pf 0.21 30 0.00 10" L 0.0 140 Pt 111.76 30 250.0 F 0.0 3.0 Pe 0.00 31 0.00 778.1 10.28 T 0.0 0.0013 Pf 0.00 Supply 1 GENERAL LEGEND —4 BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERUNE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERUNE PIPE TO BOTTOM OF BEAM CENTERUNE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. cF' E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" F1T11NG END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT' (ALSO "Fir) ALL -THREAD ROD CCE TED 0 Wthout Comments As Noted In Red 'l Per The Attached Letter t nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is ttubiect to errors and omissions which do not authorize violations of adopted standards and or a,nances. The responsibility for the adequacy of desi:,n rests totally with the designer. Additions, deletions or revisions to these drawings atter `his date will void tni-s acceptance 2nd all require a esubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. I Date: / /S--- O 8 By: TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No.O� S J as and exact address for shuts auwn or restoration approval: NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prier to hydrostatic test approval. `PIPING LEGEND 01111111100 01/1101110 111111••• EXISTING PIPING NEW PIPING 1 NEW SERVICE ENTRY G.B. CEILING, B/9'-0" PAINTED WHITE NON RATED 1 EXIST. MALL �- SERVICE --m• CORRIDQR EXIT HALLWAY SUSPENDED WHITE ACOUSTICAL TILE CEILING B/ 15'0" A.F.F DRESSING ROOM G.B. CEILING, B/8'-6" PAINTED WHITE G.B. CEILING, B/9'-0" PAINTED BLACK G.B. HEADER B/8'-0" PAINTED WHITE CASHWRAP W/ SUSPENDED G.B. CEILING B/12'-0" YOUTH - OPEN CEILING • • • • O O r 1 0 / r7 STOC'1'••� SUSPEN I : R EI INC 11111! j:1 iii trI K r SECURE STORAGE C.B. CEILING PAINTED WHITE B/8'-0" TOILET G.B. CEILING PAINTED NHITE B/8'-0" SUSPENDED WHITE ACOUSTICAL TILE CEILING B/15'-0" A.F.F. EXISITNG 4" CROSSMAIN EXISITNC 1/" OUTLETS (8) ADJACENT TENANT WOMEN OPEN CEILING 3" X 3" SURFACE MTD. GRID PAINTED BLUE FOR HANGING GRAPHICS WITHIN RECESSED COVE, TYP. FACE OF L.L. BULKHEAD BTM. AT 15'-0" V.I.F. 0 CI 0 CO 170 1 TI to I 0 .411 tea' c 0-o- _ 0 STOREFRONT SHOW SIGN WINDOW I A MALL "I -COMMON -el - AREA TENANT SPRINKLER PLAN SHOW WINDOW B G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM 12'-6" A.F.F. G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM © 10'-2" A.F.F. SUSPENDED TRACK LIGHTING, TYPICAL ADJACENT TENANT SUSPENDED FLUORESCENT LIGHTING, TYPICAL MEN'S OPEN CEILING REMOTE AREA ORDINARY HAZARD GP 2 .20 / 1500 S.F. BASE OF RISER: 111.55 PSI / 528.1 GPM NOTE: ALL OPEN CEILINGS IN THE SALES AREA SHALL BE PAINTED BLACK, INCLUDING ALL DUCTWORK, PIPING, DECK, ETC. G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM 14'-6" A.F.F. SCALE: 1/8" = 1'-0" GENERAL NOTES FlexHeed Sprinkler trop Corrugated stainless steel hose with stainless steel braid available in 2'. 3'.4',5 & B' tegnths 20 Guage galvanized Sheet Metal 56.16' Self 13; { : shires; �ti til S, 1 — Hub =_seven 16 guage galvanized sheet metal Sprinkler Heed Mete Shut FLEX HEAD FILE CO Y FINISH LINE TENANT SPRINKLERS ® RELIABLE MODEL F1 -FR QUICK RESPONSE RECESSED CHROME PENDENT 155' 1/2" O RELIABLE MODEL F1 -FR QUICK RESPONSE BRASS UPRIGHT 155' 1/2" SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 - 2007 ED ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS ORDINARY HAZARD OCCUPANCY: 130 S.F. PER SPRINKLER MAX CALCULATED .20 / 1500 S.F - ORDINARY HAZARD GP 2. NEW PIPING TO BE 'DYNA-THREAD' THREADABLE THINWALL QTY 35 15 PROJECT TOTAL: 50 Finis =' Lines SOUTHCENTER TUKWILA, WA 98188 SPACE #1425 M&MA #7059 FINL STORE #896 CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 FINISH LINE 1017 SOUTH Tukwila, WA 90025 n 2008 Tukwila Fire z3-771 $211 DATE: 04/08 I DRAWN: C.A. SCALE: NOTED 1 1 OF 1 GENERAL LEGEND -o -a B00 BOB 80J FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED CAP RIGID COUPLING ( UNLESS NOTED ) CAP PLUG CENTERUNE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERUNE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. 4 E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPUNG OUTLET COUPUNG WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT") ALL -THREAD ROD PIPING LEGEND MIIMMEN 110111101110 IM11.11.110 01110011•11 1111010 EXISTING PIPING NEW PIPING NEW SERVICE ENTRY G.B. CEILING, B/9'-0" PAINTED WHITE EXIST. MALL SERVICE - s CORRIDOR NON RATED EXIT HALLWAY SUSPENDED WHITE ACOUSTICAL 11LE CEILING B/ 15'0" A.F.F SECURE STORAGE G.B. CEILING PAINTED WHITE B/8'-0" TOILET G.B. CEILING PAINTED WHITE B/8'-0" DRESSING RO G.B. CEILING, B/8'-6" PAINTED WHITE G.B. CEILING, B/9'-0" PAINTED BLACK G.B. HEADER B/8'-0" PAINTED WHITE CASHWRAP W/ SUSPENDED G.B. CEILING B/12'-0" YOUTH OPEN CEILING SUSPENDED WHITE ACOUSTICAL 11LE CEILING B/15'-0" A.F.F. TO SUP ADJACENT TENANT WOMEN OPEN CEILING JQ EXISITNG 4" CROSSMAIN EXISITNG 1W OUTLETS (8) SUSPENDED TRACK LIGHTING, TYPICAL ADJACENT TENANT SUSPENDED FLUORESCENT LIGHTING, TYPICAL MEN'S CPEN CEILING 3" X 3" SURFACE MTD. GRID PAINTED BLUE FOR HANGING GRAPHICS WITHIN RECESSED COVE, TYP. FACE OF L.L. BULKHEAD BTM. AT 15'-0" V.I.F. SHOW WINDOW A STOREFRONT SIGN M ALL '°—COMMON -0" AREA TENANT SPRINKLER PLAN SHOW WINDOW B G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM ® 12'-6" A.F.F. G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM 10'-2" A.F.F. REMOTE AREA ORDINARY HAZARD GP 2 .20 / 1500 S.F. BASE OF RISER: 111.55 PSI / 528.1 GPM N OTE: ALL OPEN CEILINGS IN THE SALES AREA SHALL BE PAINTED BLACK, INCLUDING ALL DUCTWORK, PIPING, DECK, ETC. G.B. BULKHEAD PAINTED FINISH LINE BLUE, BTM 14'-6" A.F.F. SCALE: 1/8" = 1'-0" 20 Gtsa?e galvanized Sheet Mete, 5'16' Self 1d, -Yr..• scrri.rs �r Corrugated stainless steel hose with stainless steel braid available In 2. 3',4',5 & 8' leyrttha Hub sectcntt_; guage galvanized sheet metal McEa Sttjl1 FLEX HEAD FINISH LINE TENANT SPRINKLERS QTY 0 RELIABLE MODEL F1 -FR QUICK RESPONSE RECESSED CHROME PENDENT 155' 1/2" 10 0 RELIABLE MODEL F1 -FR QUICK RESPONSE BRASS UPRIGHT 155' 1/2" GENERAL NOTES SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 - 2007 ED ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS ORDINARY HAZARD OCCUPANCY: 130 S.F. PER SPRINKLER MAX CALCULATED .20 / 1500 S.F - ORDINARY HAZARD GP 2. NEW PIPING TO BE 'DYNA-THREAD' THREADABLE THINWALL FOREMAN PRINT 4-8-08 38 PROJECT TOTAL: 48 S -7* -041 - 1 - SOU TH CEN TER TUKWILA, WA 98188 SPACE #1425 M&MA #7059 FINL STORE #896 CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 FINISH LINE 1017 SOUTHCENTER Tukwila, WA 90025 DATE: 04/08 I DRAWN: C.A. I SCALE: NOTED I 1 OF 1 /2s Z/o/