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HomeMy WebLinkAboutPP - 2686 SOUTHCENTER MALL - BEACH WORKS - PERMITS AND PLANS2686 SOUTHCENTER MALL ASSOCIATED PERMITS 08-S-356 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Beachworks 2686 Southcenter Mall Permit No.: 08-S356 Date: June 25, 2008 Reviewer: Steve Kohler Fire Inspector/Plan Review (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 less 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 for pipe size 2'/ inches and larger. • 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). • 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. COSCO FIRE PROTECTION, INC. 15000 WOODINVILLE REDMOND ROAD NE #B800 WOODINVILLE,WA 98072-4502 HYDRAULIC CALCULATIONS FOR BEACHWORKS 2686 SOUTHCENTER MALL SPACE # 2130 TUKWILA, WA 98188 FILE NUMBER:25SS7961 DATE: 06/24/08 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP -2 DENSITY: 0.20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 29 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 713.4 gpm TOTAL WATER REQUIRED (including hose): 963.4 gpm FLOW AND PRESSURE (@ BOR): 713.4 gpm 100.6 @ psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: COSCO FIRE PROTECTION DESIGN/LAYOUT BY: BRIAN SCHULZE AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE CONTRACTOR CERTIFICATION NUMBER: COSCOFP110NM CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS WATER SUPPLY DATA SOURCE NODE TAG SOURCE STATIC PRESS. (PSI) 140.0 RESID. FLOW PRESS. @ (PSI) (GPM) 20.0 10900.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 1 2 3 4 5 10.0 10.5 10.5 10.5 10.5 10.5 10.5 12.0 12.0 12.0 12.0 12.0 12.0 10.0 12.0 10.0 10.0 10.0 12.0 12.0 12.0 12.0 12.0 10.0 10.5 10.5 10.5 10.5 10.5 17.5 17.5 17.5 17.5 17.5 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) REQ'D PRESS. (PSI) 138.7 963.4 108.3 963.4 GPM 250.0 GPM 0.0 GPM 713.4 GPM PRESSURE (PSI) K= 5.60 13.2 K= 5.60 12.8 K= 5.60 13.2 K= 5.60 14.1 K= 5.60 16.1 K= 5.60 18.3 K= 5.60 21.8 K= 5.60 17.0 K= 5.60 16.8 K= 5.60 17.4 K= 5.60 19.1 K= 5.60 20.7 K= 5.60 25.1 K= 5.60 18.7 K= 5.60 17.1 K= 5.60 19.4 K= 5.60 20.9 K= 5.60 24.7 K= 5.60 21.2 K= 5.60 20.9 K= 5.60 21.6 K= 5.60 28.7 K= 5.60 32.5 K= 5.60 16.5 K= 5.60 17.0 K= 5.60 17.6 K= 5.60 18.9 K= 5.60 21.1 K= 5.60 24.1 13.5 13.6 14.2 15.3 17.5 DISCHARGE (GPM) 20.3 20.0 20.3 21.0 22.5 24.0 26.2 23.1 22.9 23.4 24.5 25.5 28.0 24.2 23.2 24.7 25.6 27.8 25.8 25.6 26.0 30.0 31.9 22.8 23.1 23.5 24.3 25.7 27.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 6 17.5 7 17.5 8 17.5 9 17.5 10 17.5 11 17.5 12 17.5 13 17.5 14 17.5 15 17.5 16 17.5 17 17.5 18 17.5 19 17.5 20 17.5 21 17.5 22 17.5 23 17.5 24 17.5 25 17.5 26 17.5 27 17.5 28 17.5 29 17.5 30 17.5 31 17.5 32 17.5 33 17.5 34 17.5 43 17.5 TOR 17.5 BOR 2.0 M10 2.0 BFO 4.0 BFI 4.0 UG1 1.2 SOURCE -4.0 SOURCE 20.2 25.2 19.2 19.4 20.3 21.9 24.4 29.3 20.9 21.0 21.3 23.8 28.6 24.4 24.7 25.6 27.4 31.4 18.9 19.0 19.8 21.4 23.7 28.1 46.8 46.8 47.0 47.2 47.5 54.9 92.5 100.6 100.7 100.1 104.6 105.8 108.3 713.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -20.3 1.049 PL 25.00 PF 3.6 101 10.0 5.6 13.2 20.3 7.5 120 FTG E PE -3.2 1 17.5 0.0 13.5 0.0 0.134 TL 27.00 PV Pipe: 2 -20.0 1.049 PL 25.00 PF 3.9 102 10.5 5.6 12.8 20.0 7.4 120 FTG T PE -3.0 2 17.5 0.0 13.6 0.0 0.130 TL 30.00 PV Pipe: 3 -20.3 1.610 PL 1.00 PF 0.1 1 17.5 0.0 13.5 0.0 3.2 120 FTG E PE 0.0 2 17.5 0.0 13.6 0.0 0.017 TL 5.00 PV Pipe: 4 40.3 1.610 PL 9.00 PF 0.5 3 17.5 0.0 14.2 0.0 6.4 120 FTG ---- PE 0.0 2 17.5 0.0 13.6 0.0 0.059 TL 9.00 PV Pipe: 5 -20.3 1.049 PL 25.00 PF 4.0 103 10.5 5.6 13.2 20.3 7.5 120 FTG T PE -3.0 3 17.5 0.0 14.2 0.0 0.134 TL 30.00 PV Pipe: 6 60.6 1.610 PL 9.00 PF 1.1 4 17.5 0.0 15.3 0.0 9.6 120 FTG ---- PE 0.0 3 17.5 0.0 14.2 0.0 0.126 TL 9.00 PV Pipe: 7 -21.0 1.049 PL 25.00 PF 4.3 104 10.5 5.6 14.1 21.0 7.8 120 FTG T PE -3.0 4 17.5 0.0 15.3 0.0 0.142 TL 30.00 PV Pipe: 8 81.6 1.610 PL 10.00 PF 2.2 5 17.5 0.0 17.5 0.0 12.9 , 120 FTG ---- PE 0.0 4 17.5 0.0 15.3 0.0 0.218 TL 10.00 PV Pipe: 9 -22.5 1.049 PL 25.00 PF 4.4 105 10.5 5.6 16.1 22.5 8.4 120 FTG E PE -3.0 5 17.5 0.0 17.5 0.0 0.162 TL 27.00 PV Pipe: 10 104.1 1.610 PL 8.00 PF 2.7 6 17.5 0.0 20.2 0.0 16.4 120 FTG ---- PE 0.0 5 17.5 0.0 17.5 0.0 0.342 TL 8.00 PV Pipe: 11 -24.0 1.049 PL 25.00 PF 4.9 106 10.5 5.6 18.3 24.0 8.9 120 FTG E PE -3.0 6 17.5 0.0 20.2 0.0 0.182 TL 27.00 PV Pipe: 12 128.1 1.610 PL 10.00 PF 5.0 7 17.5 0.0 25.2 0.0 20.2 120 FTG ---- PE 0.0 6 17.5 0.0 20.2 0.0 0.502 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -26.2 1.049 PL 25.00 PF 6.4 107 10.5 5.6 21.8 26.2 9.7 120 FTG T PE -3.0 7 17.5 0.0 25.2 0.0 0.214 TL 30.00 PV Pipe: 14 -154.3 1.610 PL 22.50 PF 21.6 7 17.5 0.0 25.2 0.0 24.3 120 FTG T PE 0.0 30 17.5 0.0 46.8 0.0 0.707 TL 30.50 PV Pipe: 15 -23.1 1.049 PL 25.00 PF 4.6 108 12.0 5.6 17.0 23.1 8.6 120 FTG E PE -2.4 8 17.5 0.0 19.2 0.0 0.170 TL 27.00 PV Pipe: 16 23.1 1.610 PL 7.00 PF 0.2 9 17.5 0.0 19.4 0.0 3.6 120 FTG E PE 0.0 8 17.5 0.0 19.2 0.0 0.021 TL 11.00 PV Pipe: 17 -22.9 1.049 PL 25.00 PF 5.0 109 12.0 5.6 16.8 22.9 8.5 120 FTG T PE -2.4 9 17.5 0.0 19.4 0.0 0.168 TL 30.00 PV Pipe: 18 46.0 1.610 PL 11.00 PF 0.8 10 17.5 0.0 20.3 0.0 7.3 120 FTG ---- PE 0.0 9 17.5 0.0 19.4 0.0 0.075 TL 11.00 PV Pipe: 19 -23.4 1.049 PL 25.00 PF 5.2 110 12.0 5.6 17.4 23.4 8.7 120 FTG T PE -2.4 10 17.5 0.0 20.3 0.0 0.174 TL 30.00 PV 11 10 111 11 Pipe: 20 69.4 1.610 PL 10.00 PF 1.6 17.5 0.0 21.9 0.0 10.9 120 FTG ---- PE 0.0 17.5 0.0 20.3 0.0 0.161 TL 10.00 PV Pipe: 21 -24.5 1.049 PL 25.00 PF 5.1 12.0 5.6 19.1 24.5 9.1 120 FTG E PE -2.4 17.5 0.0 21.9 0.0 0.189 TL 27.00 PV Pipe: 22 93.9 1.610 PL 9.00 PF 2.5 12 17.5 0.0 24.4 0.0 14.8 120 FTG ---- PE 0.0 11 17.5 0.0 21.9 0.0 0.282 TL 9.00 PV Pipe: 23 -25.5 1.049 PL 25.00 PF 6.1 112 12.0 5.6 20.7 25.5 9.5 120 FTG T PE -2.4 12 17.5 0.0 24.4 0.0 0.204 TL 30.00 PV Pipe: 24 119.4 1.610 PL 11.00 PF 4.8 13 17.5 0.0 29.3 0.0 18.8 120 FTG ---- PE 0.0 12 17.5 0.0 24.4 0.0 0.440 TL 11.00 PV Pipe: 25 -28.0 1.049 PL 25.00 PF 6.6 113 12.0 5.6 25.1 28.0 10.4 120 FTG E PE -2.4 13 17.5 0.0 29.3 0.0 0.243 TL 27.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -147.4 1.610 PL 19 00 PF 17.6 13 17.5 0.0 29.3 0.0 23.2 120 FTG T PE 0.0 31 17.5 0.0 46.8 0.0 0.651 TL 27.00 PV Pipe: 27 -24.2 1.049 PL 25.00 PF 5.4 114 10.0 5.6 18.7 24.2 9.0 120 FTG 2E PE -3.2 14 17.5 0.0 20.9 0.0 0.186 TL 29.00 PV Pipe: 28 24.2 1.610 PL 2.00 PF 0.1 15 17.5 0.0 21.0 0.0 3.8 120 FTG E PE 0.0 14 17.5 0.0 20.9 0.0 0.023 TL 6.00 PV Pipe: 29 -23.2 1.049 PL 30.00 PF 6.3 115 12.0 5.6 17.1 23.2 8.6 120 FTG ET PE -2.4 15 17.5 0.0 21.0 0.0 0.171 TL 37.00 PV Pipe: 30 47.4 1.610 PL 4.00 PF 0.3 16 17.5 0.0 21.3 0.0 7.5 120 FTG ---- PE 0.0 15 17.5 0.0 21.0 0.0 0.080 TL 4.00 PV Pipe: 31 -24.7 1.049 PL 25.00 PF 5.2 116 10.0 5.6 19.4 24.7 9.2 120 FTG E PE -3.2 16 17.5 0.0 21.3 0.0 0.192 TL 27.00 PV Pipe: 32 72.1 1.610 PL 14.00 PF 2.4 17 17.5 0.0 23.8 0.0 11.4 120 FTG ---- PE 0.0 16 17.5 0.0 21.3 0.0 0.173 TL 14.00 PV Pipe: 33 -25.6 1.049 PL 25.00 PF 6.2 117 10.0 5.6 20.9 25.6 9.5 120 FTG T PE -3.2 17 17.5 0.0 23.8 0.0 0.205 TL 30.00 PV Pipe: 34 97.6 1.610 PL 16.00 PF 4.9 18 17.5 0.0 28.6 0.0 15.4 120 FTG ---- PE 0.0 17 17.5 0.0 23.8 0.0 0.303 TL 16.00 PV Pipe: 35 -27.8 1.049 PL 25.00 PF 7.2 118 10.0 5.6 24.7 27.8 10.3 120 FTG T PE -3.2 18 17.5 0.0 28.6 0.0 0.240 TL 30.00 PV Pipe: 36 -125.5 1.610 PL 30.00 PF 18.3 18 17.5 0.0 28.6 0.0 19.8 120 FTG T PE 0.0 32 17.5 0.0 47.0 0.0 0.483 TL 38.00 PV Pipe: 37 -25.8 1.049 PL 25.00 PF 5.6 119 12.0 5.6 21.2 25.8 9.6 120 FTG E PE -2.4 19 17.5 0.0 24.4 0.0 0.208 TL 27.00 PV Pipe: 38 25.8 1.610 PL 11.00 PF 0.3 20 17.5 0.0 24.7 0.0 4.1 120 FTG ---- PE 0.0 19 17.5 0.0 24.4 0.0 0.026 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -25.6 1.049 PL 25.00 PF 6.2 120 12.0 5.6 20.9 25.6 9.5 120 FTG T PE -2.4 20 17.5 0.0 24.7 0.0 0.206 TL 30.00 PV Pipe: 40 51.4 1.610 PL 10.00 PF 0.9 21 17.5 0.0 25.6 0.0 8.1 120 FTG ---- PE 0.0 20 17.5 0.0 24.7 0.0 0.093 TL 10.00 PV Pipe: 41 -26.0 1.049 PL 25.00 PF 6.4 121 12.0 5.6 21.6 26.0 9.7 120 FTG T PE -2.4 21 17.5 0.0 25.6 0.0 0.212 TL 30.00 PV Pipe: 42 77.4 1.610 PL 9.00 PF 1.8 22 17.5 0.0 27.4 0.0 12.2 120 FTG ---- PE 0.0 21 17.5 0.0 25.6 0.0 0.198 TL 9.00 PV Pipe: 43 -30.0 1.610 PL 25.00 PF 1.1 122 12.0 5.6 28.7 30.0 4.7 120 FTG T PE -2.4 22 17.5 0.0 27.4 0.0 0.034 TL 33.00 PV Pipe: 44 107.4 1.610 PL 11.00 PF 4.0 23 17.5 0.0 31.4 0.0 16.9 120 FTG ---- PE 0.0 22 17.5 0.0 27.4 0.0 0.362 TL 11.00 PV Pipe: 45 -31.9 1.610 PL 25.00 PF 1.3 123 12.0 5.6 32.5 31.9 5.0 120 FTG T PE -2.4 23 17.5 0.0 31.4 0.0 0.038 TL 33.00 PV Pipe: 46 139.3 1.610 PL 19.00 PF 15.8 33 17.5 0.0 47.2 0.0 22.0 120 FTG T PE 0.0 23 17.5 0.0 31.4 0.0 0.586 TL 27.00 PV Pipe: 47 -22.8 1.049 PL 30.00 PF 5.6 124 10.0 5.6 16.5 22.8 8.5 120 FTG 2E PE -3.2 24 17.5 0.0 18.9 0.0 0.165 TL 34.00 PV Pipe: 48 22.8 1.610 PL 2.00 PF 0.1 25 17.5 0.0 19.0 0.0 3.6 120 FTG E PE 0.0 24 17.5 0.0 18.9 0.0 0.021 TL 6.00 PV Pipe: 49 -23.1 1.049 PL 25.00 PF 5.1 125 10.5 5.6 17.0 23.1 8.6 120 FTG T PE -3.0 25 17.5 0.0 19.0 0.0 0.170 TL 30.00 PV Pipe: 50 45.9 1.610 PL 10.50 PF 0.8 26 17.5 0.0 19.8 0.0 7.2 120 FTG ---- PE 0.0 25 17.5 0.0 19.0 0.0 0.075 TL 10.50 PV Pipe: 51 -23.5 1.049 PL 25.00 PF 5.3 126 10.5 5.6 17.6 23.5 8.7 120 FTG T PE -3.0 26 17.5 0.0 19.8 0.0 0.175 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 69.3 1.610 PL 10.00 PF 1.6 27 17.5 0.0 21.4 0.0 10.9 120 FTG ---- PE 0.0 26 17.5 0.0 19.8 0.0 0.161 TL 10.00 PV Pipe: 53 -24.3 1.049 PL 25.00 PF 5.6 127 10.5 5.6 18.9 24.3 9.0 120 FTG T PE -3.0 27 17.5 0.0 21.4 0.0 0.187 TL 30.00 PV Pipe: 54 93.7 1.610 PL 8.00 PF 2.2 28 17.5 0.0 23.7 0.0 14.8 120 FTG ---- PE 0.0 27 17.5 0.0 21.4 0.0 0.281 TL 8.00 PV Pipe: 55 -25.7 1.049 PL 25.00 PF 5.6 128 10.5 5.6 21.1 25.7 9.6 120 FTG E PE -3.0 28 17.5 0.0 23.7 0.0 0.207 TL 27.00 PV Pipe: 56 119.4 1.610 PL 10.00 PF 4.4 29 17.5 0.0 28.1 0.0 18.8 120 FTG ---- PE 0.0 28 17.5 0.0 23.7 0.0 0.440 TL 10.00 PV Pipe: 57 -27.5 1.049 PL 25.00 PF 7.0 129 10.5 5.6 24.1 27.5 10.2 120 FTG T PE -3.0 29 17.5 0.0 28.1 0.0 0.234 TL 30.00 PV Pipe: 58 -146.9 1.610 PL 22.00 PF 19.4 29 17.5 0.0 28.1 0.0 23.1 120 FTG T PE 0.0 34 17.5 0.0 47.5 0.0 0.646 TL 30.00 PV Pipe: 59 -154.3 4.260 PL 4.00 PF 0.0 30 17.5 0.0 46.8 0.0 3.5 120 FTG ---- PE 0.0 31 17.5 0.0 46.8 0.0 0.006 TL 4.00 PV Pipe: 60 -301.7 4.260 PL 6.00 PF 0.1 31 17.5 0.0 46.8 0.0 6.8 120 FTG ---- PE 0.0 32 17.5 0.0 47.0 0.0 0.021 TL 6.00 PV Pipe: 61 -427.2 4.260 PL 6.00 PF 0.2 32 17.5 0.0 47.0 0.0 9.6 120 FTG ---- PE 0.0 33 17.5 0.0 47.2 0.0 0.041 TL 6.00 PV Pipe: 62 -566.5 4.260 PL 4.00 PF 0.3 33 17.5 0.0 47.2 0.0 12.8 120 FTG ---- PE 0.0 34 17.5 0.0 47.5 0.0 0.069 TL 4.00 PV Pipe: 63 -713.4 4.260 PL 44.00 PF 7.4 34 17.5 0.0 47.5 0.0 16.1 120 FTG T PE 0.0 43 17.5 0.0 54.9 0.0 0.105 TL 70.30 PV Pipe: 64 -713.4 4.260 PL 305.00 PF 37.6 43 17.5 0.0 54.9 0.0 16.1 120 FTG 4E PE 0.0 TOR 17.5 0.0 92.5 0.0 0.105 TL 357.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -713.4 6.357 PL 15.50 PF 1.4 TOR 17.5 0.0 92.5 0.0 7.2 120 FTG TC PE 6.7 BOR 2.0 0.0 100.6 0.0 0.015 TL 93.40 PV Pipe: 66 -713.4 8.249 PL 3.58 PF 0.1 BOR 2.0 0.0 100.6 0.0 4.3 120 FTG E PE 0.0 M10 2.0 0.0 100.7 0.0 0.004 TL 23.58 PV Pipe: 67 -713.4 10.374 PL 31.42 PF 0.2 M10 2.0 0.0 100.7 0.0 2.7 120 FTG 4EB PE -0.9 BFO 4.0 0.0 100.1 0.0 0.001 TL 151.12 PV Pipe: 68 FIXED PRESSURE LOSS DEVICE BFI 4.0 0.0 104.6 0.0 4.5 psi, 713.4 gpm BFO 4.0 0.0 100.1 0.0 Pipe: 69 -713.4 10.374 PL 2.83 PF 0.0 BFI 4.0 0.0 104.6 0.0 2.7 120 FTG B PE 1.2 UG1 1.2 0.0 105.8 0.0 0.001 TL 24.13 PV Pipe: 70 -713.4 10.275 PL 85.00 PF 0.2 UG1 1.2 0.0 105.8 0.0 2.8 140 FTG 2ETG PE 2.2 SOURCE -4.0 SRCE 108.3 (N/A) 0.001 TL 225.80 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 4903012830 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.154 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 24.3 ft/sec at pipe 14. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PAGE: A MATERIAL: SCH.40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 1.049 2.00 5.00 2.00 5.00 0.00 0.00 0.00 0.00 1.00 0.50 0.30 1.00 6.00 5,00 9.00 0.00 1.610 4.00 8.00 2.00 9.00 0.00 0.00 0.00 0.00 2.00 1.00 0.50 1.00 8.00 6.00 12.00 0.00 PAGE: B MATERIAL: SCH.10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v 45E11 4.260 6.357 8.249 10.374 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 13.20 26.30 7.90 29.00 15.80 2.60 36.90 39.50 6.60 3.30 1.60 1.30 18.40 11.90 31.60 0.00 17.60 37.70 11.30 40.20 12.60 3.80 37.70 41.50 8.80 4.40 2.20 1.30 22.60 13.80 42.70 0.00 20.00 38.90 14.50 50.00 13.30 4.40 45.60 0.00 10.00 5.00 2.50 1.10 24.50 14.50 43.40 0.00 24.60 56.00 17.90 61.60 21.30 5.60 0.00 0.00 12.30 6.20 3.10 1.10 29.10 16.80 56.00 0.00 PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v 45E11 H Q 22/Ell 11gE11 10.275 31.30 71.10 22.70 78.20 27.00 7.10 0.00 0.00 15.60 7.80 3.90 DATE: 6/24/2008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS WATER SUPPLY ANALYSIS E E w w a a> rn O1 s4 0 0 w a w U U $.4 • m )-1 m U) 10 OV). -1 u) 01 w 01 a n0 1-1 )4 co N @ a N C.7 a-� a-'-1 0 0 a a a0) aU Ln IA 0 m a\ W -d M 0 >, m Cl; (13 Cn M w O H (Y. r-1 a' al 0 0 O r -i Avai 140.00 psi Resid: ri N 0 0 0 0 0 0 l0 d1 N 0 CO ll:, d1 H H H H 0 4 0 W a fx W U) U) fx W ' R, U) -d 0 0 O O N 0 O _l0 l0 0 0 d1 0 0 N O O In Ln O 0 .41 O O M O 0 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF , JOB TITLE: BEACHWORKS WATER SUPPLY CURVE 144+ * 0 \ I \ 1 \ 1 \ 120+ \ 1 \ I \ I \ 108X \ I \ I \ I P 96+ R I E 1 S 1 S 84+ U 1 R 1 E I 72+ \ \ \ \ \ \ \ \ \ \ ( 1 \ P 1 \ S 1 \ 160+ \ ) I \ 1 \ 1 \ 48+ \ I \ I \ I \ 36+ \ I \ 1 \ I \ 24+ LEGEND \ X = Required Water Supply 108.30 psi @ 963.4 gpm 0 = Available Water Supply 138.65 psi @ 963.4 gpm 0++ +- +- -+ II II II II II II II * <-20.0 psi @ 10900 gpm Flow Test Point 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) - mom mown:-:. =us= amazaws =maw ammo 1.10M44 SEUR .> .Glr E -sktfm€A, maim 4th - 4t4=st •x'=a-,4m.von_, worm matong egliimma vseerrsigr,i agAnce ,itemAa :AUWASIX aws =ma w a IriEtISOM' =MVO? wasias =ma' i4111r.11►.Pirs nrirsArrr • • 4 I4 I i4 FPTE Without Comments I I As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city ' standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanaaras and oramances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atte this date will void thik.acceptance and will require a resubmittal of revised drawings for subsequent approv Final acceptance is subject to field test and inspection The Tukwila Fire, Prevention Burea Date: CP S 0i By: 0200 MALL COMMON AREA Paoiri0 a.s' 4.- ► e o Nsi .. •�. r. ,.....�... '-- _ 'w '� 4 £ 4 . .£ ►• .. +fir 4. L .. t.. `- £ .► -.. j.. 4' - 4. 4 ..,,`. ►' •� g °1-D 10"5 ��rii�iiriiiirsiiiiiiri►�►ri�i.�ii�ei�risw�►IIsi►oArroe�iii«iiiirAri«.�.afioAm I ]. MOS t RE ORDI NAR'( ATE AREA 15DD.SQ FT .�ss.�s►r. ., m� +er�naas7 .w,•xeeasn,.ob. '•xc�saa .. - tmmmeu u ,...... :.......' .,....: .,.,. , ,.... ssarAndramririisrriisirisssii�iriirriirltarsiiirri�risrrirriir y�ri�l-�irdirAVAIArdir/rArAIRWAIIArAnrArAtirA 1, (f'/// 12'-0" A.F.F. 24X24 T -BAR CEILING GYP BD CEILING j 10'-0" A.F.F. (TYP.) `IF GYP BD SOFFIT Abkh 12'-0" A.F.F. GYP BD CEILING O'-6" A.F.F. (TYP.) GYP BD CEILING 9'-6" A.F.F. (TYP.) MILLWORK LUGHTBOX THICKNESS OF CONCRETE VARIES FOR 1' TO 4' PIPE ALL LOCATIONS (O.N.O.) (1) (1) (1) • 3/8' x 2-3/4' HETI QM BOLT 3/8' A.T.R. x (SEE PLAN) 3/8' ROD CPLG. PIPE HANGER RING #13 HANGER DETAIL N.T.S. ARGCO #3B OFFSET WHERE LENGTH OF ALL THREAD ROD EXCEEDS 1'-10" ADD SECOND RESTRAINT LINE RESTRAINT DETAIL 17- Z REFLECJ ED IE(L!MG-PLAN4 SPACE # 2130 FIG. 65 BEAM CLAMP FIG. 69. RETAINING STRAP JA 3/8 X 3-1/2 LAG SCREW FOR WOOD 3/8" KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BAR]OIST OR STEEL BEAM 3/8"x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT HANGER RING (UP TO 2° PIPE) NOTE: 1) SPACE WITH IN 6" OF A HANGER EVERY 42'-0". 2) BRACING PER NFPA-13(2007 ed.) SECTIONS 9.3.5.8.8, TABLE 9.3.5.8.8(c) AND 9.3.6-RESTAINT. OF BRANCH LINES LOCK NUT REQVIEW A -A 'D FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER, BOTTOM BEAM CLAMP, ROD, AND RING #02 HANGER DETAIL A TYPICAL ARMOVER TO NEW SPRINKLER HEAD 0 N.T.S. G" Reliable Model "G" Riser Check Valve 10" Victaulic #750 /Butterfly Valve n WILKINS 10" 350 DAG n Vertical Backflow Preventer 10" Victaulic #750 Butterfly Valve 10" Flange ALG1 . rt @ I'-2" AFF FF (Q? .0'-0" 4). 10"D.I.. Atit System T3 Riser Assembl Detail N.T.S.. GENER NOTES* G ' BD SOFFIT 10-0" A.F.F. GYP BD. SOFFIT NOTICE ZA RD £RDUP 2 f UKWILA FIRE DEL'lriti �•+.:►�� Please call: 575.440% and give this job. No. °� s Weld stamps mustbe inspected before pipe is hung. D-- c Qt paint piping prior to hydrostatic test 1D,prova I. Ind 'xact address for shut• ..wn or restoration approval, I . RETAIL AREAS ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. 13 ORDINARY HAZARD GROUP 2 MAX SPACING 130 SQ. FT. 2. COSCO POINT OF CONNECTION 15 AT EXIST BUILDING SHELL SYSTEM 4" MAIN AS SHOWN ON THESE PLANS. 3. ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ) TO BE DONE BY OTHERS 4. ALL WIRING BY OTHER. 5. ALL MATERIAL IS NEW U.L. LISTED AND MEETS THE REQUIREMENTS OF THE TUKWILA MRE MRE DEPT. 6. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT I5 SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 7. OWNER I5 RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND. 8. SPRINKLER HEAD LOCATIONS INDICATED ON THESE DRAWINGS ARE NOT INTENDED TO BE "CENTER OF TILE" HEAD PLACEMENT. 9. COSCO ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO. 10. OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2002 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THIS SYSTEM IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM(S). ****** FIELD NOTES ******. I) THREADED PIPE FROM 1"THRU 2" SIZE TO BE.SCI1. 40 STD.. WALL PIPE (IMPORT). 2) GROOVED END PIPE FROM 2 1/2" THRU 8" TO BE SCH. I 0 (IMPORT). 3) ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT). 4) ALL THREADED FITTINGS ARE 300# CLASS D.I. (IMPORT). FIELD/NOTES .,in. warak: m EXISTING PIPE NEW PIPE EXISTING HEAD NEW HEAD CONG,. NEW HEAD REG. PERMIT # D08-283 SCALE:1/4=1'-0 SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE .NPT K.FACT. FINISH FINISH TEMP. QUAN. RELIABLE MODG4A CONCEALED SSP a 1/7' 1/7' 5.6 BRASS WHT 165 40 RELIABLE MOD G4A CONCEALED SSP CIO 1/7' 1/7' 5.6 BRASS BLACK 165 RELIABLE MOD Ft FR RECSSP 1/T 1/T 5.6 CHR CHR. 1555 APPROVALS BY: THIS SHEET I TOTAL SPRINKLERS = 45 .••®®••. •••O••• "6000°. I Cosmo Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 15000 Woodinville -Redmond Rd NE Woodinville, Washington 98072 call (425) 686-8300 • fax (425) 827-4784 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE www.coscofire.com License No: COSCOFP110NM mum BEACHWORKS 2686 SOUTHCENTER MALL SPACE # 2130 TUKWILA, WA 98188 CONTRACT YAM TIMBERLINE CONSTRUCTION 7152 HAZARD AVENUE WESTMINSTER, CA 92683 GREG 562-577-2493 Al JUN 25 2008 Tukwila Fire - 21o08s OWING IRE FIRE SPRINKLER TENANT IMPROVEMENT DATE : 06/19/08 SCALE : 1 /4= 1'- 0" DRAWN BY : BRIAN SCHULZE �115SS7961 SHEET NO. 1 OF 1 2686 SOUTHCENTER MALL ASSOCIATED PERMITS 08-S-356 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Beachworks 2686 Southcenter Mall Permit No.: 08-S356 Date: June 25, 2008 Reviewer: Steve Kohler Fire Inspector/Plan Review (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 less 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 for pipe size 2'/ inches and larger. • 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). • 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. COSCO FIRE PROTECTION, INC. 15000 WOODINVILLE REDMOND ROAD NE #B800 WOODINVILLE,WA 98072-4502 HYDRAULIC CALCULATIONS FOR BEACHWORKS 2686 SOUTHCENTER MALL SPACE # 2130 TUKWILA, WA 98188 FILE NUMBER:25SS7961 DATE: 06/24/08 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP -2 DENSITY: 0.20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 29 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 713.4 gpm TOTAL WATER REQUIRED (including hose): 963.4 gpm FLOW AND PRESSURE (@ BOR): 713.4 gpm 100.6 @ psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: COSCO FIRE PROTECTION DESIGN/LAYOUT BY: BRIAN SCHULZE AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE CONTRACTOR CERTIFICATION NUMBER: COSCOFP110NM CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS WATER SUPPLY DATA SOURCE NODE TAG SOURCE STATIC PRESS. (PSI) 140.0 RESID. FLOW PRESS. @ (PSI) (GPM) 20.0 10900.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 1 2 3 4 5 10.0 10.5 10.5 10.5 10.5 10.5 10.5 12.0 12.0 12.0 12.0 12.0 12.0 10.0 12.0 10.0 10.0 10.0 12.0 12.0 12.0 12.0 12.0 10.0 10.5 10.5 10.5 10.5 10.5 17.5 17.5 17.5 17.5 17.5 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) REQ'D PRESS. (PSI) 138.7 963.4 108.3 963.4 GPM 250.0 GPM 0.0 GPM 713.4 GPM PRESSURE (PSI) K= 5.60 13.2 K= 5.60 12.8 K= 5.60 13.2 K= 5.60 14.1 K= 5.60 16.1 K= 5.60 18.3 K= 5.60 21.8 K= 5.60 17.0 K= 5.60 16.8 K= 5.60 17.4 K= 5.60 19.1 K= 5.60 20.7 K= 5.60 25.1 K= 5.60 18.7 K= 5.60 17.1 K= 5.60 19.4 K= 5.60 20.9 K= 5.60 24.7 K= 5.60 21.2 K= 5.60 20.9 K= 5.60 21.6 K= 5.60 28.7 K= 5.60 32.5 K= 5.60 16.5 K= 5.60 17.0 K= 5.60 17.6 K= 5.60 18.9 K= 5.60 21.1 K= 5.60 24.1 13.5 13.6 14.2 15.3 17.5 DISCHARGE (GPM) 20.3 20.0 20.3 21.0 22.5 24.0 26.2 23.1 22.9 23.4 24.5 25.5 28.0 24.2 23.2 24.7 25.6 27.8 25.8 25.6 26.0 30.0 31.9 22.8 23.1 23.5 24.3 25.7 27.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 6 17.5 7 17.5 8 17.5 9 17.5 10 17.5 11 17.5 12 17.5 13 17.5 14 17.5 15 17.5 16 17.5 17 17.5 18 17.5 19 17.5 20 17.5 21 17.5 22 17.5 23 17.5 24 17.5 25 17.5 26 17.5 27 17.5 28 17.5 29 17.5 30 17.5 31 17.5 32 17.5 33 17.5 34 17.5 43 17.5 TOR 17.5 BOR 2.0 M10 2.0 BFO 4.0 BFI 4.0 UG1 1.2 SOURCE -4.0 SOURCE 20.2 25.2 19.2 19.4 20.3 21.9 24.4 29.3 20.9 21.0 21.3 23.8 28.6 24.4 24.7 25.6 27.4 31.4 18.9 19.0 19.8 21.4 23.7 28.1 46.8 46.8 47.0 47.2 47.5 54.9 92.5 100.6 100.7 100.1 104.6 105.8 108.3 713.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -20.3 1.049 PL 25.00 PF 3.6 101 10.0 5.6 13.2 20.3 7.5 120 FTG E PE -3.2 1 17.5 0.0 13.5 0.0 0.134 TL 27.00 PV Pipe: 2 -20.0 1.049 PL 25.00 PF 3.9 102 10.5 5.6 12.8 20.0 7.4 120 FTG T PE -3.0 2 17.5 0.0 13.6 0.0 0.130 TL 30.00 PV Pipe: 3 -20.3 1.610 PL 1.00 PF 0.1 1 17.5 0.0 13.5 0.0 3.2 120 FTG E PE 0.0 2 17.5 0.0 13.6 0.0 0.017 TL 5.00 PV Pipe: 4 40.3 1.610 PL 9.00 PF 0.5 3 17.5 0.0 14.2 0.0 6.4 120 FTG ---- PE 0.0 2 17.5 0.0 13.6 0.0 0.059 TL 9.00 PV Pipe: 5 -20.3 1.049 PL 25.00 PF 4.0 103 10.5 5.6 13.2 20.3 7.5 120 FTG T PE -3.0 3 17.5 0.0 14.2 0.0 0.134 TL 30.00 PV Pipe: 6 60.6 1.610 PL 9.00 PF 1.1 4 17.5 0.0 15.3 0.0 9.6 120 FTG ---- PE 0.0 3 17.5 0.0 14.2 0.0 0.126 TL 9.00 PV Pipe: 7 -21.0 1.049 PL 25.00 PF 4.3 104 10.5 5.6 14.1 21.0 7.8 120 FTG T PE -3.0 4 17.5 0.0 15.3 0.0 0.142 TL 30.00 PV Pipe: 8 81.6 1.610 PL 10.00 PF 2.2 5 17.5 0.0 17.5 0.0 12.9 , 120 FTG ---- PE 0.0 4 17.5 0.0 15.3 0.0 0.218 TL 10.00 PV Pipe: 9 -22.5 1.049 PL 25.00 PF 4.4 105 10.5 5.6 16.1 22.5 8.4 120 FTG E PE -3.0 5 17.5 0.0 17.5 0.0 0.162 TL 27.00 PV Pipe: 10 104.1 1.610 PL 8.00 PF 2.7 6 17.5 0.0 20.2 0.0 16.4 120 FTG ---- PE 0.0 5 17.5 0.0 17.5 0.0 0.342 TL 8.00 PV Pipe: 11 -24.0 1.049 PL 25.00 PF 4.9 106 10.5 5.6 18.3 24.0 8.9 120 FTG E PE -3.0 6 17.5 0.0 20.2 0.0 0.182 TL 27.00 PV Pipe: 12 128.1 1.610 PL 10.00 PF 5.0 7 17.5 0.0 25.2 0.0 20.2 120 FTG ---- PE 0.0 6 17.5 0.0 20.2 0.0 0.502 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -26.2 1.049 PL 25.00 PF 6.4 107 10.5 5.6 21.8 26.2 9.7 120 FTG T PE -3.0 7 17.5 0.0 25.2 0.0 0.214 TL 30.00 PV Pipe: 14 -154.3 1.610 PL 22.50 PF 21.6 7 17.5 0.0 25.2 0.0 24.3 120 FTG T PE 0.0 30 17.5 0.0 46.8 0.0 0.707 TL 30.50 PV Pipe: 15 -23.1 1.049 PL 25.00 PF 4.6 108 12.0 5.6 17.0 23.1 8.6 120 FTG E PE -2.4 8 17.5 0.0 19.2 0.0 0.170 TL 27.00 PV Pipe: 16 23.1 1.610 PL 7.00 PF 0.2 9 17.5 0.0 19.4 0.0 3.6 120 FTG E PE 0.0 8 17.5 0.0 19.2 0.0 0.021 TL 11.00 PV Pipe: 17 -22.9 1.049 PL 25.00 PF 5.0 109 12.0 5.6 16.8 22.9 8.5 120 FTG T PE -2.4 9 17.5 0.0 19.4 0.0 0.168 TL 30.00 PV Pipe: 18 46.0 1.610 PL 11.00 PF 0.8 10 17.5 0.0 20.3 0.0 7.3 120 FTG ---- PE 0.0 9 17.5 0.0 19.4 0.0 0.075 TL 11.00 PV Pipe: 19 -23.4 1.049 PL 25.00 PF 5.2 110 12.0 5.6 17.4 23.4 8.7 120 FTG T PE -2.4 10 17.5 0.0 20.3 0.0 0.174 TL 30.00 PV 11 10 111 11 Pipe: 20 69.4 1.610 PL 10.00 PF 1.6 17.5 0.0 21.9 0.0 10.9 120 FTG ---- PE 0.0 17.5 0.0 20.3 0.0 0.161 TL 10.00 PV Pipe: 21 -24.5 1.049 PL 25.00 PF 5.1 12.0 5.6 19.1 24.5 9.1 120 FTG E PE -2.4 17.5 0.0 21.9 0.0 0.189 TL 27.00 PV Pipe: 22 93.9 1.610 PL 9.00 PF 2.5 12 17.5 0.0 24.4 0.0 14.8 120 FTG ---- PE 0.0 11 17.5 0.0 21.9 0.0 0.282 TL 9.00 PV Pipe: 23 -25.5 1.049 PL 25.00 PF 6.1 112 12.0 5.6 20.7 25.5 9.5 120 FTG T PE -2.4 12 17.5 0.0 24.4 0.0 0.204 TL 30.00 PV Pipe: 24 119.4 1.610 PL 11.00 PF 4.8 13 17.5 0.0 29.3 0.0 18.8 120 FTG ---- PE 0.0 12 17.5 0.0 24.4 0.0 0.440 TL 11.00 PV Pipe: 25 -28.0 1.049 PL 25.00 PF 6.6 113 12.0 5.6 25.1 28.0 10.4 120 FTG E PE -2.4 13 17.5 0.0 29.3 0.0 0.243 TL 27.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -147.4 1.610 PL 19 00 PF 17.6 13 17.5 0.0 29.3 0.0 23.2 120 FTG T PE 0.0 31 17.5 0.0 46.8 0.0 0.651 TL 27.00 PV Pipe: 27 -24.2 1.049 PL 25.00 PF 5.4 114 10.0 5.6 18.7 24.2 9.0 120 FTG 2E PE -3.2 14 17.5 0.0 20.9 0.0 0.186 TL 29.00 PV Pipe: 28 24.2 1.610 PL 2.00 PF 0.1 15 17.5 0.0 21.0 0.0 3.8 120 FTG E PE 0.0 14 17.5 0.0 20.9 0.0 0.023 TL 6.00 PV Pipe: 29 -23.2 1.049 PL 30.00 PF 6.3 115 12.0 5.6 17.1 23.2 8.6 120 FTG ET PE -2.4 15 17.5 0.0 21.0 0.0 0.171 TL 37.00 PV Pipe: 30 47.4 1.610 PL 4.00 PF 0.3 16 17.5 0.0 21.3 0.0 7.5 120 FTG ---- PE 0.0 15 17.5 0.0 21.0 0.0 0.080 TL 4.00 PV Pipe: 31 -24.7 1.049 PL 25.00 PF 5.2 116 10.0 5.6 19.4 24.7 9.2 120 FTG E PE -3.2 16 17.5 0.0 21.3 0.0 0.192 TL 27.00 PV Pipe: 32 72.1 1.610 PL 14.00 PF 2.4 17 17.5 0.0 23.8 0.0 11.4 120 FTG ---- PE 0.0 16 17.5 0.0 21.3 0.0 0.173 TL 14.00 PV Pipe: 33 -25.6 1.049 PL 25.00 PF 6.2 117 10.0 5.6 20.9 25.6 9.5 120 FTG T PE -3.2 17 17.5 0.0 23.8 0.0 0.205 TL 30.00 PV Pipe: 34 97.6 1.610 PL 16.00 PF 4.9 18 17.5 0.0 28.6 0.0 15.4 120 FTG ---- PE 0.0 17 17.5 0.0 23.8 0.0 0.303 TL 16.00 PV Pipe: 35 -27.8 1.049 PL 25.00 PF 7.2 118 10.0 5.6 24.7 27.8 10.3 120 FTG T PE -3.2 18 17.5 0.0 28.6 0.0 0.240 TL 30.00 PV Pipe: 36 -125.5 1.610 PL 30.00 PF 18.3 18 17.5 0.0 28.6 0.0 19.8 120 FTG T PE 0.0 32 17.5 0.0 47.0 0.0 0.483 TL 38.00 PV Pipe: 37 -25.8 1.049 PL 25.00 PF 5.6 119 12.0 5.6 21.2 25.8 9.6 120 FTG E PE -2.4 19 17.5 0.0 24.4 0.0 0.208 TL 27.00 PV Pipe: 38 25.8 1.610 PL 11.00 PF 0.3 20 17.5 0.0 24.7 0.0 4.1 120 FTG ---- PE 0.0 19 17.5 0.0 24.4 0.0 0.026 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -25.6 1.049 PL 25.00 PF 6.2 120 12.0 5.6 20.9 25.6 9.5 120 FTG T PE -2.4 20 17.5 0.0 24.7 0.0 0.206 TL 30.00 PV Pipe: 40 51.4 1.610 PL 10.00 PF 0.9 21 17.5 0.0 25.6 0.0 8.1 120 FTG ---- PE 0.0 20 17.5 0.0 24.7 0.0 0.093 TL 10.00 PV Pipe: 41 -26.0 1.049 PL 25.00 PF 6.4 121 12.0 5.6 21.6 26.0 9.7 120 FTG T PE -2.4 21 17.5 0.0 25.6 0.0 0.212 TL 30.00 PV Pipe: 42 77.4 1.610 PL 9.00 PF 1.8 22 17.5 0.0 27.4 0.0 12.2 120 FTG ---- PE 0.0 21 17.5 0.0 25.6 0.0 0.198 TL 9.00 PV Pipe: 43 -30.0 1.610 PL 25.00 PF 1.1 122 12.0 5.6 28.7 30.0 4.7 120 FTG T PE -2.4 22 17.5 0.0 27.4 0.0 0.034 TL 33.00 PV Pipe: 44 107.4 1.610 PL 11.00 PF 4.0 23 17.5 0.0 31.4 0.0 16.9 120 FTG ---- PE 0.0 22 17.5 0.0 27.4 0.0 0.362 TL 11.00 PV Pipe: 45 -31.9 1.610 PL 25.00 PF 1.3 123 12.0 5.6 32.5 31.9 5.0 120 FTG T PE -2.4 23 17.5 0.0 31.4 0.0 0.038 TL 33.00 PV Pipe: 46 139.3 1.610 PL 19.00 PF 15.8 33 17.5 0.0 47.2 0.0 22.0 120 FTG T PE 0.0 23 17.5 0.0 31.4 0.0 0.586 TL 27.00 PV Pipe: 47 -22.8 1.049 PL 30.00 PF 5.6 124 10.0 5.6 16.5 22.8 8.5 120 FTG 2E PE -3.2 24 17.5 0.0 18.9 0.0 0.165 TL 34.00 PV Pipe: 48 22.8 1.610 PL 2.00 PF 0.1 25 17.5 0.0 19.0 0.0 3.6 120 FTG E PE 0.0 24 17.5 0.0 18.9 0.0 0.021 TL 6.00 PV Pipe: 49 -23.1 1.049 PL 25.00 PF 5.1 125 10.5 5.6 17.0 23.1 8.6 120 FTG T PE -3.0 25 17.5 0.0 19.0 0.0 0.170 TL 30.00 PV Pipe: 50 45.9 1.610 PL 10.50 PF 0.8 26 17.5 0.0 19.8 0.0 7.2 120 FTG ---- PE 0.0 25 17.5 0.0 19.0 0.0 0.075 TL 10.50 PV Pipe: 51 -23.5 1.049 PL 25.00 PF 5.3 126 10.5 5.6 17.6 23.5 8.7 120 FTG T PE -3.0 26 17.5 0.0 19.8 0.0 0.175 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 69.3 1.610 PL 10.00 PF 1.6 27 17.5 0.0 21.4 0.0 10.9 120 FTG ---- PE 0.0 26 17.5 0.0 19.8 0.0 0.161 TL 10.00 PV Pipe: 53 -24.3 1.049 PL 25.00 PF 5.6 127 10.5 5.6 18.9 24.3 9.0 120 FTG T PE -3.0 27 17.5 0.0 21.4 0.0 0.187 TL 30.00 PV Pipe: 54 93.7 1.610 PL 8.00 PF 2.2 28 17.5 0.0 23.7 0.0 14.8 120 FTG ---- PE 0.0 27 17.5 0.0 21.4 0.0 0.281 TL 8.00 PV Pipe: 55 -25.7 1.049 PL 25.00 PF 5.6 128 10.5 5.6 21.1 25.7 9.6 120 FTG E PE -3.0 28 17.5 0.0 23.7 0.0 0.207 TL 27.00 PV Pipe: 56 119.4 1.610 PL 10.00 PF 4.4 29 17.5 0.0 28.1 0.0 18.8 120 FTG ---- PE 0.0 28 17.5 0.0 23.7 0.0 0.440 TL 10.00 PV Pipe: 57 -27.5 1.049 PL 25.00 PF 7.0 129 10.5 5.6 24.1 27.5 10.2 120 FTG T PE -3.0 29 17.5 0.0 28.1 0.0 0.234 TL 30.00 PV Pipe: 58 -146.9 1.610 PL 22.00 PF 19.4 29 17.5 0.0 28.1 0.0 23.1 120 FTG T PE 0.0 34 17.5 0.0 47.5 0.0 0.646 TL 30.00 PV Pipe: 59 -154.3 4.260 PL 4.00 PF 0.0 30 17.5 0.0 46.8 0.0 3.5 120 FTG ---- PE 0.0 31 17.5 0.0 46.8 0.0 0.006 TL 4.00 PV Pipe: 60 -301.7 4.260 PL 6.00 PF 0.1 31 17.5 0.0 46.8 0.0 6.8 120 FTG ---- PE 0.0 32 17.5 0.0 47.0 0.0 0.021 TL 6.00 PV Pipe: 61 -427.2 4.260 PL 6.00 PF 0.2 32 17.5 0.0 47.0 0.0 9.6 120 FTG ---- PE 0.0 33 17.5 0.0 47.2 0.0 0.041 TL 6.00 PV Pipe: 62 -566.5 4.260 PL 4.00 PF 0.3 33 17.5 0.0 47.2 0.0 12.8 120 FTG ---- PE 0.0 34 17.5 0.0 47.5 0.0 0.069 TL 4.00 PV Pipe: 63 -713.4 4.260 PL 44.00 PF 7.4 34 17.5 0.0 47.5 0.0 16.1 120 FTG T PE 0.0 43 17.5 0.0 54.9 0.0 0.105 TL 70.30 PV Pipe: 64 -713.4 4.260 PL 305.00 PF 37.6 43 17.5 0.0 54.9 0.0 16.1 120 FTG 4E PE 0.0 TOR 17.5 0.0 92.5 0.0 0.105 TL 357.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -713.4 6.357 PL 15.50 PF 1.4 TOR 17.5 0.0 92.5 0.0 7.2 120 FTG TC PE 6.7 BOR 2.0 0.0 100.6 0.0 0.015 TL 93.40 PV Pipe: 66 -713.4 8.249 PL 3.58 PF 0.1 BOR 2.0 0.0 100.6 0.0 4.3 120 FTG E PE 0.0 M10 2.0 0.0 100.7 0.0 0.004 TL 23.58 PV Pipe: 67 -713.4 10.374 PL 31.42 PF 0.2 M10 2.0 0.0 100.7 0.0 2.7 120 FTG 4EB PE -0.9 BFO 4.0 0.0 100.1 0.0 0.001 TL 151.12 PV Pipe: 68 FIXED PRESSURE LOSS DEVICE BFI 4.0 0.0 104.6 0.0 4.5 psi, 713.4 gpm BFO 4.0 0.0 100.1 0.0 Pipe: 69 -713.4 10.374 PL 2.83 PF 0.0 BFI 4.0 0.0 104.6 0.0 2.7 120 FTG B PE 1.2 UG1 1.2 0.0 105.8 0.0 0.001 TL 24.13 PV Pipe: 70 -713.4 10.275 PL 85.00 PF 0.2 UG1 1.2 0.0 105.8 0.0 2.8 140 FTG 2ETG PE 2.2 SOURCE -4.0 SRCE 108.3 (N/A) 0.001 TL 225.80 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 4903012830 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.154 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 24.3 ft/sec at pipe 14. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS PAGE: A MATERIAL: SCH.40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v 45E11 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 1.049 2.00 5.00 2.00 5.00 0.00 0.00 0.00 0.00 1.00 0.50 0.30 1.00 6.00 5,00 9.00 0.00 1.610 4.00 8.00 2.00 9.00 0.00 0.00 0.00 0.00 2.00 1.00 0.50 1.00 8.00 6.00 12.00 0.00 PAGE: B MATERIAL: SCH.10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v 45E11 4.260 6.357 8.249 10.374 H Q I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 13.20 26.30 7.90 29.00 15.80 2.60 36.90 39.50 6.60 3.30 1.60 1.30 18.40 11.90 31.60 0.00 17.60 37.70 11.30 40.20 12.60 3.80 37.70 41.50 8.80 4.40 2.20 1.30 22.60 13.80 42.70 0.00 20.00 38.90 14.50 50.00 13.30 4.40 45.60 0.00 10.00 5.00 2.50 1.10 24.50 14.50 43.40 0.00 24.60 56.00 17.90 61.60 21.30 5.60 0.00 0.00 12.30 6.20 3.10 1.10 29.10 16.80 56.00 0.00 PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v 45E11 H Q 22/Ell 11gE11 10.275 31.30 71.10 22.70 78.20 27.00 7.10 0.00 0.00 15.60 7.80 3.90 DATE: 6/24/2008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF JOB TITLE: BEACHWORKS WATER SUPPLY ANALYSIS E E w w a a> rn O1 s4 0 0 w a w U U $.4 • m )-1 m U) 10 OV). -1 u) 01 w 01 a n0 1-1 )4 co N @ a N C.7 a-� a-'-1 0 0 a a a0) aU Ln IA 0 m a\ W -d M 0 >, m Cl; (13 Cn M w O H (Y. r-1 a' al 0 0 O r -i Avai 140.00 psi Resid: ri N 0 0 0 0 0 0 l0 d1 N 0 CO ll:, d1 H H H H 0 4 0 W a fx W U) U) fx W ' R, U) -d 0 0 O O N 0 O _l0 l0 0 0 d1 0 0 N O O In Ln O 0 .41 O O M O 0 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 6/24/2008 C:\HASS78\HASSDATA\BEACHWORKSNEW.SDF , JOB TITLE: BEACHWORKS WATER SUPPLY CURVE 144+ * 0 \ I \ 1 \ 1 \ 120+ \ 1 \ I \ I \ 108X \ I \ I \ I P 96+ R I E 1 S 1 S 84+ U 1 R 1 E I 72+ \ \ \ \ \ \ \ \ \ \ ( 1 \ P 1 \ S 1 \ 160+ \ ) I \ 1 \ 1 \ 48+ \ I \ I \ I \ 36+ \ I \ 1 \ I \ 24+ LEGEND \ X = Required Water Supply 108.30 psi @ 963.4 gpm 0 = Available Water Supply 138.65 psi @ 963.4 gpm 0++ +- +- -+ II II II II II II II * <-20.0 psi @ 10900 gpm Flow Test Point 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) - mom mown:-:. =us= amazaws =maw ammo 1.10M44 SEUR .> .Glr E -sktfm€A, maim 4th - 4t4=st •x'=a-,4m.von_, worm matong egliimma vseerrsigr,i agAnce ,itemAa :AUWASIX aws =ma w a IriEtISOM' =MVO? wasias =ma' i4111r.11►.Pirs nrirsArrr • • 4 I4 I i4 FPTE Without Comments I I As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city ' standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanaaras and oramances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atte this date will void thik.acceptance and will require a resubmittal of revised drawings for subsequent approv Final acceptance is subject to field test and inspection The Tukwila Fire, Prevention Burea Date: CP S 0i By: 0200 MALL COMMON AREA Paoiri0 a.s' 4.- ► e o Nsi .. •�. r. ,.....�... '-- _ 'w '� 4 £ 4 . .£ ►• .. +fir 4. L .. t.. `- £ .► -.. j.. 4' - 4. 4 ..,,`. ►' •� g °1-D 10"5 ��rii�iiriiiirsiiiiiiri►�►ri�i.�ii�ei�risw�►IIsi►oArroe�iii«iiiirAri«.�.afioAm I ]. MOS t RE ORDI NAR'( ATE AREA 15DD.SQ FT .�ss.�s►r. ., m� +er�naas7 .w,•xeeasn,.ob. '•xc�saa .. - tmmmeu u ,...... :.......' .,....: .,.,. , ,.... ssarAndramririisrriisirisssii�iriirriirltarsiiirri�risrrirriir y�ri�l-�irdirAVAIArdir/rArAIRWAIIArAnrArAtirA 1, (f'/// 12'-0" A.F.F. 24X24 T -BAR CEILING GYP BD CEILING j 10'-0" A.F.F. (TYP.) `IF GYP BD SOFFIT Abkh 12'-0" A.F.F. GYP BD CEILING O'-6" A.F.F. (TYP.) GYP BD CEILING 9'-6" A.F.F. (TYP.) MILLWORK LUGHTBOX THICKNESS OF CONCRETE VARIES FOR 1' TO 4' PIPE ALL LOCATIONS (O.N.O.) (1) (1) (1) • 3/8' x 2-3/4' HETI QM BOLT 3/8' A.T.R. x (SEE PLAN) 3/8' ROD CPLG. PIPE HANGER RING #13 HANGER DETAIL N.T.S. ARGCO #3B OFFSET WHERE LENGTH OF ALL THREAD ROD EXCEEDS 1'-10" ADD SECOND RESTRAINT LINE RESTRAINT DETAIL 17- Z REFLECJ ED IE(L!MG-PLAN4 SPACE # 2130 FIG. 65 BEAM CLAMP FIG. 69. RETAINING STRAP JA 3/8 X 3-1/2 LAG SCREW FOR WOOD 3/8" KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BAR]OIST OR STEEL BEAM 3/8"x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT HANGER RING (UP TO 2° PIPE) NOTE: 1) SPACE WITH IN 6" OF A HANGER EVERY 42'-0". 2) BRACING PER NFPA-13(2007 ed.) SECTIONS 9.3.5.8.8, TABLE 9.3.5.8.8(c) AND 9.3.6-RESTAINT. OF BRANCH LINES LOCK NUT REQVIEW A -A 'D FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER, BOTTOM BEAM CLAMP, ROD, AND RING #02 HANGER DETAIL A TYPICAL ARMOVER TO NEW SPRINKLER HEAD 0 N.T.S. G" Reliable Model "G" Riser Check Valve 10" Victaulic #750 /Butterfly Valve n WILKINS 10" 350 DAG n Vertical Backflow Preventer 10" Victaulic #750 Butterfly Valve 10" Flange ALG1 . rt @ I'-2" AFF FF (Q? .0'-0" 4). 10"D.I.. Atit System T3 Riser Assembl Detail N.T.S.. GENER NOTES* G ' BD SOFFIT 10-0" A.F.F. GYP BD. SOFFIT NOTICE ZA RD £RDUP 2 f UKWILA FIRE DEL'lriti �•+.:►�� Please call: 575.440% and give this job. No. °� s Weld stamps mustbe inspected before pipe is hung. D-- c Qt paint piping prior to hydrostatic test 1D,prova I. Ind 'xact address for shut• ..wn or restoration approval, I . RETAIL AREAS ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. 13 ORDINARY HAZARD GROUP 2 MAX SPACING 130 SQ. FT. 2. COSCO POINT OF CONNECTION 15 AT EXIST BUILDING SHELL SYSTEM 4" MAIN AS SHOWN ON THESE PLANS. 3. ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ) TO BE DONE BY OTHERS 4. ALL WIRING BY OTHER. 5. ALL MATERIAL IS NEW U.L. LISTED AND MEETS THE REQUIREMENTS OF THE TUKWILA MRE MRE DEPT. 6. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT I5 SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 7. OWNER I5 RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND. 8. SPRINKLER HEAD LOCATIONS INDICATED ON THESE DRAWINGS ARE NOT INTENDED TO BE "CENTER OF TILE" HEAD PLACEMENT. 9. COSCO ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY COSCO. 10. OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2002 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THIS SYSTEM IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM(S). ****** FIELD NOTES ******. I) THREADED PIPE FROM 1"THRU 2" SIZE TO BE.SCI1. 40 STD.. WALL PIPE (IMPORT). 2) GROOVED END PIPE FROM 2 1/2" THRU 8" TO BE SCH. I 0 (IMPORT). 3) ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT). 4) ALL THREADED FITTINGS ARE 300# CLASS D.I. (IMPORT). FIELD/NOTES .,in. warak: m EXISTING PIPE NEW PIPE EXISTING HEAD NEW HEAD CONG,. NEW HEAD REG. PERMIT # D08-283 SCALE:1/4=1'-0 SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE .NPT K.FACT. FINISH FINISH TEMP. QUAN. RELIABLE MODG4A CONCEALED SSP a 1/7' 1/7' 5.6 BRASS WHT 165 40 RELIABLE MOD G4A CONCEALED SSP CIO 1/7' 1/7' 5.6 BRASS BLACK 165 RELIABLE MOD Ft FR RECSSP 1/T 1/T 5.6 CHR CHR. 1555 APPROVALS BY: THIS SHEET I TOTAL SPRINKLERS = 45 .••®®••. •••O••• "6000°. I Cosmo Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 15000 Woodinville -Redmond Rd NE Woodinville, Washington 98072 call (425) 686-8300 • fax (425) 827-4784 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE www.coscofire.com License No: COSCOFP110NM mum BEACHWORKS 2686 SOUTHCENTER MALL SPACE # 2130 TUKWILA, WA 98188 CONTRACT YAM TIMBERLINE CONSTRUCTION 7152 HAZARD AVENUE WESTMINSTER, CA 92683 GREG 562-577-2493 Al JUN 25 2008 Tukwila Fire - 21o08s OWING IRE FIRE SPRINKLER TENANT IMPROVEMENT DATE : 06/19/08 SCALE : 1 /4= 1'- 0" DRAWN BY : BRIAN SCHULZE �115SS7961 SHEET NO. 1 OF 1