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HomeMy WebLinkAboutPP - 17400 SOUTHCENTER PKWY - MICHAELS - PERMITS AND PLANS17400 SOUTHCENTER PKWY ASSOCIATED PERMITS 08-F-103 98-5-186 888-073 95-F-028 94-5-285 888-067 08-S-023 888-118 City of T'uwila __ ___ -- - -___ Jim Haggerton, Mayor Fire Department Nicholas J. Olivas, Fire Chief FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Michael's 17686 Southcenter Py Permit No.: 08-S-023 Date: January 31, 2008 Reviewer: Capt. Jack Waller Fire Prevention Officer (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 20' 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. • 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 NFPA 13 obstruction tables. • Extend sprinkler protection to all combustible concealed spaces. • Maintain a 4 ft. clearance around the sprinkler riser. • Provide a weatherproof exterior bell/strobe near the main entrance. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Page 2 All valves controlling sprinkler system water -supply -shall -be -electrically supervised. All references are NFPA 13, 2007 Edition. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 FIRE SPRINKLERS INC. 1014 NORTH STREET, SUITE 200 SUMNER,WA 98390 HYDRAULIC CALCULATIONS FOR MICHAELS - TUKWILA 17686 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SALES - GRID FILE NUMBER: 1886 DATE: JANUARY 29, 2008 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: FILE MISCELLANEOUS STORAGE TO 12' GROUP A PLASTIC .40 gpm/sq. ft. 2500 sq. ft. 100 sq. ft. 29 sprinklers 1456.0 gpm 1956.0 gpm 1456 gpm @ 86.3 psi 3/4 inch FIRE SPRINKLERS INC SEIBERT TUKWILA FIRE DEPARTMENT FIRESI*988RJ CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011601 ) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 k-nla - ) Q01-11, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 135.0 115.0 2906.0 125.4 1956.0 96,.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1956.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1456.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) A 15.0 43.7 1 16.5 K=11.20 19.0 48.8 2 16.5 K=11.20 13.6 41.3 3 16.5 K=11.20 12.8 40.0 4 16.5 K=11.20 17.1 46.4 2A 16.5 - - 18.5 5 16.5 K=11.20 17.1 46.3 3A 16.5 17.3 6 16.5 K=11.20 17.1 46.3 7 16.5 K=11.20 17.4 46.7 8 16.5 K=11.20 18.1 47.7 Al 15.0 30.8 B 15.0 43.8 9 16.5 K=11.20 19.6 49.6 10 16.5 K=11.20 20.5 50.8 11 16.5 K=11.20 19.4 49.3 12 16.5 K=11.20 18.8 48.6 13 16.5 K=11.20 18.7 48.4 14 16.5 K=11.20 18.7 48.4 15 16.5 K=11.20 18.9 48.6 16 16.5 K=11.20 19.5 49.4 B1 15.0 31.3 C 15.0 44.2 17 16.5 K=11.20 20.8 51.0 18 16.5 K=11.20 21.1 51.5 19 16.5 K=11.20 20.0 50.0 20 16.5 K=11.20 19.4 49.4 21 16.5 K=11.20 19.3 49.2 22 16.5 K=11.20 19.3 49.2 23 16.5 K=11.20 19.5 49.5 24 16.5 K=11.20 20.2 50.4 Cl 15.0 32.8 D 15.0 45.0 25 16.5 K=11.20 21.6 52.1 26 16.5 K=11.20 30.8 62.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 27 16.5 28 16.5 29 16.5 D1 15.0 E 15.0 El 15.0 F 15.0 F1 15.0 G 15.0 G1 15.0 H 15.0 H1 15.0 I 15.0 Il 15.0 J 15.0 J1 15.0 K 15.0 K1 15.0 L 15.0 L1 15.0 M 15.0 M1 15.0 N 15.0 N1 15.0 O 15.0 01 15.0 P 15.0 P1 15.0 Q 15.0 Q1 15.0 R 15.0 R1 15.0 S 15.0 S1 15.0 T 15.0 T1 15.0 TOR 15.0 VLV 5.0 BOR 2.0 FLG 0.5 BF1 0.0 BF2 0.0 UG1 0.0 UG2 0.0 SRC 0.0 K=11.20 K=11.20 K=11.20 SOURCE 30.3 30.3 30.4 36.2 46.2 40.3 47.5 43.7 48.9 46.5 50.5 49.0 52.2 51.3 54.0 53.4 55.8 55.3 57.7 57.2 59.3 58.6 61.0 59.5 61.9 60.1 64.3 61.3 66.9 62.3 71.5 62.9 74.2 63.2 77.3 63.3 79.7 84.6 86.1 86.8 87.2 93.2 93.5 96.2 96.4 61.7 61.6 61.7 1456.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid 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: 1 203.9 2.157 PL 65.83 PF 24.0 A 15.0 0.0 43.7 0.0 17.9 120 FTG ET PE -0.6 1 16.5 11.2 19.0 48.8 0.285 TL 84.29 PV Pipe: 2 155.1 2.157 PL 2.96 PF 0.5 1 16.5 11.2 19.0 48.8 13.6 120 FTG ---- PE 0.0 2A 16.5 0.0 18.5 0.0 0.172 TL 2.96 PV Pipe: 3 41.3 1.049 PL 4.71 PF 4.8 2A 16.5 0.0 18.5 0.0 15.3 120 FTG T PE 0.0 2 16.5 11.2 13.6 41.3 0.498 TL 9.71 PV Pipe: 4 113.8 2.157 PL 11.88 PF 1.2 2A 16.5 0.0 18.5 0.0 10.0 120 FTG ---- PE 0.0 3A 16.5 0.0 17.3 0.0 0.097 TL 11.88 PV Pipe: 5 40.0 1.049 PL 4.71 PF 4.6 3A 16.5 0.0 17.3 0.0 14.8 120 FTG T PE 0.0 3 16.5 11.2 12.8 40.0 0.469 TL 9.71 PV Pipe: 6 73.8 2.157 PL 4.17 PF 0.2 3A 16.5 0.0 17.3 0.0 6.5 120 FTG ---- PE 0.0 4 16.5 11.2 17.1 46.4 0.043 TL 4.17 PV Pipe: 7 27.4 2.157 PL 8.00 PF 0.1 4 16.5 11.2 17.1 46.4 2.4 120 FTG ---- PE 0.0 5 16.5 11.2 17.1 46.3 0.007 TL 8.00 PV Pipe: 8 -18.9 2.157 PL 8.00 PF 0.0 5 16.5 11.2 17.1 46.3 1.7 120 FTG ---- PE 0.0 6 16.5 11.2 17.1 46.3 0.003 TL 8.00 PV Pipe: 9 -65.2 2.157 PL 8.00 PF 0.3 6 16.5 11.2 17.1 46.3 5.7 120 FTG ---- PE 0.0 7 16.5 11.2 17.4 46.7 0.035 TL 8.00 PV Pipe: 10 -111.9 2.157 PL 8.00 PF 0.8 7 16.5 11.2 17.4 46.7 9.8 120 FTG ---- PE 0.0 8 16.5 11.2 18.1 47.7 0.094 TL 8.00 PV Pipe: 11 -159.6 2.157 PL 8.00 PF 1.4 8 16.5 11.2 18.1 47.7 14.0 120 FTG ---- PE 0.0 9 16.5 11.2 19.6 49.6 0.181 TL 8.00 PV Pipe: 12 -209.1 2.157 PL 17.00 PF 10.6 9 16.5 11.2 19.6 49.6 18.4 120 FTG ET PE 0.6 Al 15.0 0.0 30.8 0.0 0.299 TL 35.46 PV Pipe: 13 203.9 4.260 PL 11.25 PF 0.1 B 15.0 0.0 43.8 0.0 4.6 120 FTG ---- PE 0.0 A 15.0 0.0 43.7 0.0 0.010 TL 11.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid 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: 14 193.5 2.157 PL 68.83 PF 22.6 B 15.0 0.0 43.8 0.0 17.0 120 FTG ET PE -0.6 10 16.5 11.2 20.5 50.8 0.259 TL 87.29 PV Pipe: 15 142.7 2.157 PL 8.00 PF 1.2 10 16.5 11.2 20.5 50.8 12.5 120 FTG ---- PE 0.0 11 16.5 11.2 19.4 49.3 0.147 TL 8.00 PV Pipe: 16 93.4 2.157 PL 8.00 PF 0.5 11 16.5 11.2 19.4 49.3 8.2 120 FTG ---- PE 0.0 12 16.5 11.2 18.8 48.6 0.067 TL 8.00 PV Pipe: 17 44.9 2.157 PL 8.00 PF 0.1 12 16.5 11.2 18.8 48.6 3.9 120 FTG ---- PE 0.0 13 16.5 11.2 18.7 48.4 0.017 TL 8.00 PV Pipe: 18 -3.6 2.157 PL 8.00 PF 0.0 13 16.5 11.2 18.7 48.4 0.3 120 FTG ---- PE 0.0 14 16.5 11.2 18.7 48.4 0.000 TL 8.00 PV Pipe: 19 -52.0 2.157 PL 8.00 PF 0.2 14 16.5 11.2 18.7 48.4 4.6 120 FTG ---- PE 0.0 15 16.5 11.2 18.9 48.6 0.023 TL 8.00 PV Pipe: 20 -100.6 2.157 PL 8.00 PF 0.6 15 16.5 11.2 18.9 48.6 8.8 120 FTG ---- PE 0.0 16 16.5 11.2 19.5 49.4 0.077 TL 8.00 PV Pipe: 21 -150.0 2.157 PL 8.00 PF 1.3 16 16.5 11.2 19.5 49.4 13.2 120 FTG ---- PE 0.0 17 16.5 11.2 20.8 51.0 0.162 TL 8.00 PV Pipe: 22 -201.1 2.157 PL 17.00 PF 9.9 17 16.5 11.2 20.8 51.0 17.7 120 FTG ET PE 0.6 B1 15.0 0.0 31.3 0.0 0.278 TL 35.46 PV Pipe: 23 209.1 3.260 PL 11.25 PF 0.4 B1 15.0 0.0 31.3 0.0 8.0 120 FTG ---- PE 0.0 Al 15.0 0.0 30.8 0.0 0.040 TL 11.25 PV Pipe: 24 397.3 4.260 PL 11.25 PF 0.4 C 15.0 0.0 44.2 0.0 8.9 120 FTG ---- PE 0.0 B 15.0 0.0 43.8 0.0 0.036 TL 11.25 PV Pipe: 25 192.6 2.157 PL 68.83 PF 22.4 C 15.0 0.0 44.2 0.0 16.9 120 FTG ET PE -0.6 18 16.5 11.2 21.1 51.5 0.257 TL 87.29 PV Pipe: 26 141.1 2.157 PL 8.00 PF 1.2 18 16.5 11.2 21.1 51.5 12.4 120 FTG ---- PE 0.0 19 16.5 11.2 20.0 50.0 0.144 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid 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: 27 91.1 2.157 PL 8.00 PF 0.5 19 16.5 11.2 20.0 50.0 8.0 120 FTG ---- PE 0.0 20 16.5 11.2 19.4 49.4 0.064 TL 8.00 PV Pipe: 28 41.7 2.157 PL 8.00 PF 0.1 20 16.5 11.2 19.4 49.4 3.7 120 FTG ---- PE 0.0 21 16.5 11.2 19.3 49.2 0.015 TL 8.00 PV Pipe: 29 -7.5 2.157 PL 8.00 PF 0.0 21 16.5 11.2 19.3 49.2 0.7 120 FTG ---- PE 0.0 22 16.5 11.2 19.3 49.2 0.001 TL 8.00 PV Pipe: 30 -56.8 2.157 PL 8.00 PF 0.2 22 16.5 11.2 19.3 49.2 5.0 120 FTG ---- PE 0.0 23 16.5 11.2 19.5 49.5 0.027 TL 8.00 PV Pipe: 31 -106.3 2.157 PL 8.00 PF 0.7 23 16.5 11.2 19.5 49.5 9.3 120 FTG ---- PE 0.0 24 16.5 11.2 20.2 50.4 0.085 TL 8.00 PV Pipe: 32 -156.6 2.157 PL 8.00 PF 1.4 24 16.5 11.2 20.2 50.4 13.8 120 FTG ---- PE 0.0 25 16.5 11.2 21.6 52.1 0.175 TL 8.00 PV Pipe: 33 -208.7 2.157 PL 17.00 PF 10.6 25 16.5 11.2 21.6 52.1 18.3 120 FTG ET PE 0.6 Cl 15.0 0.0 32.8 0.0 0.298 TL 35.46 PV Pipe: 34 410.2 3.260 PL 11.25 PF 1.6 C1 15.0 0.0 32.8 0.0 15.8 120 FTG ---- PE 0.0 B1 15.0 0.0 31.3 0.0 0.139 TL 11.25 PV Pipe: 35 589.9 4.260 PL 11.25 PF 0.8 D 15.0 0.0 45.0 0.0 13.3 120 FTG ---- PE 0.0 C 15.0 0.0 44.2 0.0 0.074 TL 11.25 PV Pipe: 36 147.0 2.157 PL 68.83 PF 13.6 D 15.0 0.0 45.0 0.0 12.9 120 FTG ET PE -0.6 26 16.5 11.2 30.8 62.1 0.156 TL 87.29 PV Pipe: 37 84.9 2.157 PL 8.00 PF 0.5 26 16.5 11.2 30.8 62.1 7.5 120 FTG ---- PE 0.0 27 16.5 11.2 30.3 61.7 0.056 TL 8.00 PV Pipe: 38 23.2 2.157 PL 8.00 PF 0.0 27 16.5 11.2 30.3 61.7 2.0 120 FTG ---- PE 0.0 28 16.5 11.2 30.3 61.6 0.005 TL 8.00 PV Pipe: 39 -38.4 2.157 PL 8.00 PF 0.1 28 16.5 11.2 30.3 61.6 3.4 120 FTG ---- PE 0.0 29 16.5 11.2 30.4 61.7 0.013 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid 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: 40 -100.1 2.157 PL 49.00 PF 5.2 29 16.5 11.2 30.4 61.7 8.8 120 FTG ET PE 0.6 D1 15.0 0.0 36.2 0.0 0.077 TL 67.46 PV Pipe: 41 618.9 3.260 PL 11.25 PF 3.3 D1 15.0 0.0 36.2 0.0 23.8 120 FTG ---- PE 0.0 Cl 15.0 0.0 32.8 0.0 0.298 TL 11.25 PV Pipe: 42 736.9 4.260 PL 10.58 PF 1.2 E 15.0 0.0 46.2 0.0 16.6 120 FTG ---- PE 0.0 D 15.0 0.0 45.0 0.0 0.112 TL 10.58 PV Pipe: 43 63.6 2.157 PL 139.83 PF 5.8 E 15.0 0.0 46.2 0.0 5.6 120 FTG 2E2T PE 0.0 El 15.0 0.0 40.3 0.0 0.033 TL 176.75 PV Pipe: 44 719.1 3.260 PL 10.58 PF 4.2 El 15.0 0.0 40.3 0.0 27.6 120 FTG ---- PE 0.0 D1 15.0 0.0 36.2 0.0 0.393 TL 10.58 PV Pipe: 45 800.5 4.260 PL 10.00 PF 1.3 F 15.0 0.0 47.5 0.0 18.0 120 FTG ---- PE 0.0 E 15.0 0.0 46.2 0.0 0.130 TL 10.00 PV Pipe: 46 50.6 2.157 PL 139.83 PF 3.8 F 15.0 0.0 47.5 0.0 4.4 120 FTG 2E2T PE 0.0 F1 15.0 0.0 43.7 0.0 0.022 TL 176.75 PV Pipe: 47 655.5 3.260 PL 10.00 PF 3.3 F1 15.0 0.0 43.7 0.0 25.2 120 FTG ---- PE 0.0 El 15.0 0.0 40.3 0.0 0.331 TL 10.00 PV Pipe: 48 851.2 4.260 PL 10.00 PF 1.5 G 15.0 0.0 48.9 0.0 19.2 120 FTG ---- PE 0.0 F 15.0 0.0 47.5 0.0 0.146 TL 10.00 PV Pipe: 49 39.7 2.157 PL 139.83 PF 2.4 G 15.0 0.0 48.9 0.0 3.5 120 FTG 2E2T PE 0.0 G1 15.0 0.0 46.5 0.0 0.014 TL 176.75 PV Pipe: 50 604.8 3.260 PL 10.00 PF 2.9 G1 15.0 0.0 46.5 0.0 23.2 120 FTG ---- PE 0.0 F1 15.0 0.0 43.7 0.0 0.285 TL 10.00 PV Pipe: 51 890.8 4.260 PL 10.00 PF 1.6 H 15.0 0.0 50.5 0.0 20.1 120 FTG ---- PE 0.0 G 15.0 0.0 48.9 0.0 0.159 TL 10.00 PV Pipe: 52 30.6 2.157 PL 139.83 PF 1.5 H 15.0 0.0 50.5 0.0 2.7 120 FTG 2E2T PE 0.0 H1 15.0 0.0 49.0 0.0 0.009 TL 176.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels Grid 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: 53 565.2 3.260 PL 10.00 PF 2.5 H1 15.0 0.0 49.0 0.0 21.7 120 FTG ---- PE 0.0 G1 15.0 0.0 46.5 0.0 0.252 TL 10.00 PV Pipe: 54 921.4 4.260 PL 10.00 PF 1.7 I 15.0 0.0 52.2 0.0 20.7 120 FTG ---- PE 0.0 H 15.0 0.0 50.5 0.0 0.169 TL 10.00 PV Pipe: 55 23.5 2.157 PL 139.83 PF 0.9 I 15.0 0.0 52.2 0.0 2.1 120 FTG 2E2T PE 0.0 Il 15.0 0.0 51.3 0.0 0.005 TL 176.75 PV Pipe: 56 534.6 3.260 PL 10.00 PF 2.3 I1 15.0 0.0 51.3 0.0 20.5 120 FTG ---- PE 0.0 H1 15.0 0.0 49.0 0.0 0.227 TL 10.00 PV Pipe: 57 944.9 4.260 PL 10.00 PF 1.8 J 15.0 0.0 54.0 0.0 21.3 120 FTG ---- PE 0.0 I 15.0 0.0 52.2 0.0 0.177 TL 10.00 PV Pipe: 58 18.7 2.157 PL 139.83 PF 0.6 J 15.0 0.0 54.0 0.0 1.6 120 FTG 2E2T PE 0.0 J1 15.0 0.0 53.4 0.0 0.003 TL 176.75 PV Pipe: 59 511.1 3.260 PL 10.00 PF 2.1 J1 15.0 0.0 53.4 0.0 19.6 120 FTG ---- PE 0.0 I1 15.0 0.0 51.3 0.0 0.209 TL 10.00 PV Pipe: 60 963.7 4.260 PL 10.00 PF 1.8 K 15.0 0.0 55.8 0.0 21.7 120 FTG ---- PE 0.0 J 15.0 0.0 54.0 0.0 0.183 TL 10.00 PV Pipe: 61 16.7 2.157 PL 139.83 PF 0.5 K 15.0 0.0 55.8 0.0 1.5 120 FTG 2E2T PE 0.0 K1 15.0 0.0 55.3 0.0 0.003 TL 176.75 PV Pipe: 62 492.4 3.260 PL 10.00 PF 1.9 K1 15.0 0.0 55.3 0.0 18.9 120 FTG ---- PE 0.0 Ji 15.0 0.0 53.4 0.0 0.195 TL 10.00 PV Pipe: 63 980.4 4.260 PL 10.00 PF 1.9 L 15.0 0.0 57.7 0.0 22.1 120 FTG ---- PE 0.0 K 15.0 0.0 55.8 0.0 0.189 TL 10.00 PV Pipe: 64 17.9 2.157 PL 139.83 PF 0.6 L 15.0 0.0 57.7 0.0 1.6 120 FTG 2E2T PE 0.0 L1 15.0 0.0 57.2 0.0 0.003 TL 176.75 PV Pipe: 65 475.6 3.260 PL 10.00 PF 1.8 L1 15.0 0.0 57.2 0.0 18.3 120 FTG ---- PE 0.0 K1 15.0 0.0 55.3 0.0 0.183 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid 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: 66 998.2 4.260 PL 8.25 PF 1.6 M 15.0 0.0 59.3 0.0 22.5 120 FTG ---- PE 0.0 L 15.0 0.0 57.7 0.0 0.196 TL 8.25 PV Pipe: 67 20.4 2.157 PL 141.83 PF 0.8 M 15.0 0.0 59.3 0.0 1.8 120 FTG 4E2T PE 0.0 M1 15.0 0.0 58.6 0.0 0.004 TL 191.06 PV Pipe: 68 457.8 3.260 PL 8.25 PF 1.4 Mi 15.0 0.0 58.6 0.0 17.6 120 FTG ---- PE 0.0 L1 15.0 0.0 57.2 0.0 0.170 TL 8.25 PV Pipe: 69 1018.6 4.260 PL 8.00 PF 1.6 N 15.0 0.0 61.0 0.0 22.9 120 FTG ---- PE 0.0 M 15.0 0.0 59.3 0.0 0.203 TL 8.00 PV Pipe: 70 30.0 2.157 PL 139.83 PF 1.5 N 15.0 0.0 61.0 0.0 2.6 120 FTG 2E2T PE 0.0 N1 15.0 0.0 59.5 0.0 0.008 TL 176.75 PV Pipe: 71 437.4 3.260 PL 6.00 PF 0.9 N1 15.0 0.0 59.5 0.0 16.8 120 FTG ---- PE 0.0 M1 15.0 0.0 58.6 0.0 0.157 TL 6.00 PV Pipe: 72 1048.6 4.260 PL 4.46 PF 1.0 O 15.0 0.0 61.9 0.0 23.6 120 FTG ---- PE 0.0 N 15.0 0.0 61.0 0.0 0.215 TL 4.46 PV Pipe: 73 33.7 2.157 PL 139.83 PF 1.8 O 15.0 0.0 61.9 0.0 3.0 120 FTG 2E2T PE 0.0 01 15.0 0.0 60.1 0.0 0.010 TL 176.75 PV Pipe: 74 407.4 3.260 PL 4.46 PF 0.6 01 15.0 0.0 60.1 0.0 15.7 120 FTG ---- PE 0.0 N1 15.0 0.0 59.5 0.0 0.137 TL 4.46 PV Pipe: 75 1082.3 4.260 PL 10.46 PF 2.4 P 15.0 0.0 64.3 0.0 24.4 120 FTG ---- PE 0.0 O 15.0 0.0 61.9 0.0 0.227 TL 10.46 PV Pipe: 76 44.0 2.157 PL 139.83 PF 3.0 P 15.0 0.0 64.3 0.0 3.9 120 FTG 2E2T PE 0.0 P1 15.0 0.0 61.3 0.0 0.017 TL 176.75 PV Pipe: 77 373.7 3.260 PL 10.46 PF 1.2 P1 15.0 0.0 61.3 0.0 14.4 120 FTG ---- PE 0.0 01 15.0 0.0 60.1 0.0 0.117 TL 10.46 PV Pipe: 78 1126.3 4.260 PL 10.46 PF 2.6 Q 15.0 0.0 66.9 0.0 25.4 120 FTG ---- PE 0.0 P 15.0 0.0 64.3 0.0 0.245 TL 10.46 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid 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: 79 55.5 2.157 PL 139.83 PF 4.5 Q 15.0 0.0 66.9 0.0 4.9 120 FTG 2E2T PE 0.0 Q1 15.0 0.0 62.3 0.0 0.026 TL 176.75 PV Pipe: 80 329.7 3.260 PL 10.46 PF 1.0 Q1 15.0 0.0 62.3 0.0 12.7 120 FTG ---- PE 0.0 P1 15.0 0.0 61.3 0.0 0.093 TL 10.46 PV Pipe: 81 1181.8 4.260 PL 9.42 PF 4.6 R 15.0 0.0 71.5 0.0 26.6 120 FTG L PE 0.0 Q 15.0 0.0 66.9 0.0 0.268 TL 17.32 PV Pipe: 82 78.4 2.157 PL 139.13 PF 8.6 R 15.0 0.0 71.5 0.0 6.9 120 FTG 2E2T PE 0.0 R1 15.0 0.0 62.9 0.0 0.049 TL 176.05 PV Pipe: 83 274.2 3.260 PL 9.25 PF 0.6 R1 15.0 0.0 62.9 0.0 10.5 120 FTG ---- PE 0.0 Q1 15.0 0.0 62.3 0.0 0.066 TL 9.25 PV Pipe: 84 1260.2 4.260 PL 9.08 PF 2.7 S 15.0 0.0 74.2 0.0 28.4 120 FTG ---- PE 0.0 R 15.0 0.0 71.5 0.0 0.301 TL 9.08 PV Pipe: 85 90.9 2.157 PL 135.25 PF 11.0 S 15.0 0.0 74.2 0.0 8.0 120 FTG 2E2T PE 0.0 S1 15.0 0.0 63.2 0.0 0.064 TL 172.17 PV Pipe: 86 195.8 3.260 PL 8.25 PF 0.3 S1 15.0 0.0 63.2 0.0 7.5 120 FTG ---- PE 0.0 R1 15.0 0.0 62.9 0.0 0.035 TL 8.25 PV Pipe: 87 1351.1 4.260 PL 9.08 PF 3.1 T 15.0 0.0 77.3 0.0 30.4 120 FTG ---- PE 0.0 S 15.0 0.0 74.2 0.0 0.343 TL 9.08 PV Pipe: 88 104.9 2.157 PL 131.45 PF 14.0 T 15.0 0.0 77.3 0.0 9.2 120 FTG 2E2T PE 0.0 T1 15.0 0.0 63.3 0.0 0.083 TL 168.37 PV Pipe: 89 104.9 3.260 PL 8.25 PF 0.1 T1 15.0 0.0 63.3 0.0 4.0 120 FTG ---- PE 0.0 S1 15.0 0.0 63.2 0.0 0.011 TL 8.25 PV Pipe: 90 -1456.0 6.357 PL 7.17 PF 2.4 T 15.0 0.0 77.3 0.0 14.7 120 FTG 2E PE 0.0 TOR 15.0 0.0 79.7 0.0 0.056 TL 42.38 PV Pipe: 91 -1456.0 6.357 PL 10.00 PF 0.6 TOR 15.0 0.0 79.7 0.0 14.7 120 FTG ---- PE 4.3 VLV 5.0 0.0 84.6 0.0 0.056 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid 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: 92 -1456.0 6.357 PL 3.00 PF 0.2 VLV 5.0 0.0 84.6 0.0 14.7 120 FTG ---- PE 1.3 BOR 2.0 0.0 86.1 0.0 0.056 TL 3.00 PV Pipe: 93 -1456.0 6.357 PL 1.50 PF 0.1 BOR 2.0 0.0 86.1 0.0 14.7 120 FTG ---- PE 0.6 FLG 0.5 0.0 86.8 0.0 0.056 TL 1.50 PV Pipe: 94 -1456.0 10.400 PL 35.00 PF 0.1 FLG 0.5 0.0 86.8 0.0 5.5 140 FTG ---- PE 0.2 BF1 0.0 0.0 87.2 0.0 0.004 TL 35.00 PV Pipe: 95 FIXED PRESSURE LOSS DEVICE BF2 0.0 0.0 93.2 0.0 6.0 psi, 1456.0 gpm BF1 0.0 0.0 87.2 0.0 Pipe: 96 -1456.0 10.400 PL 5.00 PF 0.4 BF2 0.0 0.0 93.2 0.0 5.5 140 FTG TG PE 0.0 UG1 0.0 0.0 93.5 0.0 0.004 TL 93.00 PV Pipe: 97 -1456.0 10.400 PL 600.00 PF 2.6 UG1 0.0 0.0 93.5 0.0 5.5 140 FTG TG PE 0.0 UG2 0.0 0.0 96.2 0.0 0.004 TL 688.00 PV Pipe: 98 -1456.0 12.390 PL 66.00 PF 0.3 UG2 0.0 0.0 96.2 0.0 3.9 140 FTG T PE 0.0 SRC 0.0 SRCE 96.4 (N/A) 0.002 TL 161.63 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 38011601 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 0.001 gpm and a maximum imbalance at any node of 0.065 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 30.4 ft/sec at pipe 87. (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 12.755 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 12.803 psi. d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 12.757 psi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * Diameter (in) 2.157 3.260 4.260 6.357 12.390 PAGE: A Diameter (in) 1.049 PAGE: D Diameter (in) 10.400 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk 6.15 12.31 3.69 13.54 7.38 1.23 12.31 9.41 20.16 6.72 21.50 13.44 1.34 17.47 13.17 26.33 7.90 28.97 15.80 2.63 26.33 17.60 37.72 11.32 40.23 12.57 3.77 35.21 32.36 71.90 21.57 77.90 25.17 7.19 53.93 D N DPV1v NPTee 12.31 12.31 17.47 20.16 26.33 26.33 35.21 37.72 53.93 71.90 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 35.00 80.00 26.00 88.00 30.00 8.00 80.00 N NPTee 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 1/29/2008 G:\1886 - MICHAELS\CALCULATIONS\HYDRAULIC\SALES GRID.SDF JOB TITLE: Michaels - Grid WATER SUPPLY ANALYSIS 0 04 •O 0 rn a o rl W W 0 a U) a 0 0 • U•) r-1 N U) a U) a 0 O u) r-1 U a-1 b 4) r 0 0 ri 0 0 0 E �1-1� o 0 0 N • o U U 1a tO 4) • u) )1 W >r 1:1 W 0) 0 u) % m G a (It a o O a -I T1(n)Ow _O row w O. a 4-1 H c+) -H M 0 >, •rl • 0 c• v) v] rtl b' • 1 N N l0 C4 Crl 4 al N O • N r-1 o FC o o W O ko 0 O 0 co L N aawunv)aw---- 04u)•ri� O 0 O 0 N 00 r-1 O — O 0 — 0 FLOW (GPM) APPLICABLE CODES BASIC CONTRUCTION & DESIGN REQUIREMENTS AND CODE COMPLIANCE WASHINTON STATE CODES/ ADMENDMENT CODE 2006 INTERNATIONAL BUILDING CODES (IBC) 2008 NATIONAL ELECTRICAL CODES (NEC) 2006 NATIONAL MECHANICAL CODE (IMC) 2006 INTERNATIONAL FIRE CODES (IFC) 2002 NFPA 72 WITH WASHINGTON ADMENDMENT SCOPE OF WORK: 1 TO INSTALL A FIRE ALARM MONITORING SYSTEM PER CITY OF TUKWILA CHAPTER 16.40, SECTION 10.40.08 GUIDELINES. 2) THIS SYSTEM WILL SUPERVISE THE ALARM AND TROUBLE CONDITIONS OF THE FOLLOWING DEVICES; a) FIRE ALARM CONTROL PANEL b) SMOKE DETECTOR c) MANUAL PULL STATION d) WATERFLOW SWITCHES e) TAMPER SWITCHES f) DUCT SMOKE DETECTORS PROJECT INFORMATION: 1) BUILDING DESCRIPTION 2) CONSTRUCTION 3) OCCUPANCY CIRCUIT STYLE: SIGNALING CIRCUIT INITIATING CIRCUIT NOTIFCAITON CIRCUIT 1 -STORY, MERCANTILE BUILDING V -N TYPE FULLY SPRINKLED M CLASS(B), STYLE(B) CLASS(B), STYLE(B) CLASS(B), STYLE(Y) GENERAL NOTES: ) THE FIRE ALARM CONTROL PANEL / DACT IS POWER LIMITED AND SIGNALING AND INITIATING CnCUrrS DO NOT REQUIRE OVER CURRENT PROTECTION. EQUIPMENT USED SHALL BE U.L. OR F.M. LISTED AND FIRE MARSHALL APPROVED. INSTALLER SHALL COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR AND ALL OTHER TRADES. A DIGITAL ALARM COMMUNICATOR TRANSMITTER (DACT) NFPA-72 2002. 5) DACT MUST BE CONNECTED UPSTREAM OF ANY PRIVATE TELEPHONE SYSTEM AT THE PROTECTED PREMISES. CONNECTION MUST BE MADE TO A LOOP START TELEPHONE CIRCUIT. NFPA-72 2002. B) DACT MUST BE PROGRAMED TO SEND TEST AT INTERVALS NOT EXCEEDING 24 HOURS. NFPA-72 2002. 7) FAILURE OF EITHER PHONE LINE MUST BE ANNUNCIATED LOCALLY AND TRANSMITTED WITHIN 4 MINUTES OVER THE SECOND LINE. NFPA-72 2002, INSTALLATION NOTES: 1) THE ELECTRICAL CONTRACTOR WILL PROVIDE 120 V.A.C. 15 AMP DEDICATED CBTCUIT TO LOCATION OF FIRE CONTROL PANEL/ DACT. 2) DEDICATED CIRCUIT SHALL BE PROVIDED FOR ALL FACP AND ASSOCIATED PANELS. 3) POWER LIMITED WIRING SHALL BE SEPARATE FROM NON -POWER LIMITED ELECTRIC LIGHT, AND CLASS 1 CIRUITS. MINIMUM OF 2 INCHES. 4) THE CIRCUIT DISCONNECT SHALL BE ACCESSIBLE ONLY TO AUTHORIZED PERSONS, SHALL INCLUDE BREAKER LOCK -ON DEVICE AND CLEARLY MARKED • FIRE ALARM CONTROL PANEL IF TRANSMITTER IS NOT LOCATED IN THE SAME ROOM AS THE TELCO EQUIPMENT BACKBOARD FIRE WIRE SHALL BE USED BETWEEN THE *17 MARK AND THE FIRE ALARM CONTROL PANEL EXCEPTION IF CONDUIT IS PROVIDED STANDARD I/O WIRE MAYBE USED. ALL WIRING AND CABLING METHODS SHALL COMPLY WITH NFPA-70:760-28 STANDARDS. BY WAY OF PROTECTING ALL WIRING WITHIN 7 FEET FROM FINISH FLOOR IN CONDUIT STUD -UP AND CONCEALING ALL WIRING IN WALLS, CEILINGS AND PROTECTIVE BUILDING ELEMENTS. ALL WIRING IN METAL STUDS OR FRAMING, GROMMETS OR BUSHINGS SHALL BE PROVIDED UNLESS EMT OR RIGID CONDUIT IS INSTALLED. ( CONDUIT BY OTHER ) 8) ALL WIRING ABOVE T BAR CEILINGS SHALL BE SUPPORTED ( EVERY 4' 6") AT TOP OF BUILDING STRUCTURE ANY BORED HOLES OPENING IN WOOD MEMBERS SHALL BE PROTECTED WITH Ye INCH STEEL PLATE ON EACH SIDE OF THE MEMBER, IF THERE IS NOT AT LEAST 1 Y4 INCH OF WOOD ON EACH SIDE OF THE BORED HOLES, EMT OR RIGID CONDUIT SHALL BE INSTALLED. ( CONDUIT BY OTHER ) 10) NO 'r TAPPING OF FIELD WIRING IS PERMISSIBLE IN SUPERVISED INITIATING (IDC) AND NOTIFICATION (NAC). EXCEPTION SIGNALING LINE CIRCUITS - OK 11) SUPERVISORY ALARMS SHALL BE AUTO RESTORED WHEN CONDITION IS CORRECTED. 12) INSTALLING CONTRACTOR SHALL CONDUCT PRE -INSPECTION AND PRETEST PRIOR TO ACTUAL TEST OF SYSTEM WITNESSED BY CITY AUTHORITY HAVING JURISDICTION PER NFPA-72 2002. WATERFLOW SWITCH: INITIATION OF THE ALARM SIGNAL SHALL OCCURE WITH IN30 OR 46 SECONDS OF WATERFLOW AT THE ALARM -INITIATING DEVICE WHEN FLOW EQUAL TO OR GREATER THAN THAT FROM A SINGLE SPRINKLER OF THE SMALLEST ORIFICE SIZE INSTALLED IN THE SYSTEM OCCURES. PER NFPA 72 2002 (THE GENERALLY EXCEPTED' NORMAL' FOR MOSTAHJ IS BETWEEN 30 TO 45 SECONDS) AUTOMATIC FIRE SUPRESSION SYSTEM AND SUPERVISORY SIGNAL -INITIATING DEVICES AND THEIR CIRCUITS SHALL BE SO DESIGNED AND INSTALLED THAT THEY CAN NOT BE READILY SUBJECTED TO TAMPERING, OPENING, OR REMOVAL WITHOUT INmATNG A SIGNAL. CONTROL VALVE SWITCH: THE OFF NORMAL SIGNAL SHALL BE INITIATED DURING THE FIRST TWO REVOLUTIONS OF THE HAND WHEEL OR 11 OF THE TRAVEL DISTANCE OF THE VALVE CONTROL APPARATUS FROM ITS NORMAL POSmON. THE OFF NORMAL SIGNAL SHALL NOT BE RESTORED AT ANY VALVE POSION EXCEPT NORMAL. PER NFPA-72 2002. NOTIFICATION MOUNTING: WALL MOUNTED APPLIANCES ONLY SHALL HAVE THEIR LENS BOTTOMS AT HEIGHTS ABOVE THE FINISH FLOORS OF NOT LESS THAN 90 INCHES OR 6 INCH BELOW FINISH CEILING PER NFPA 72 2002. 2) NOTIFICATION APPLIANCES SHALL ACTIVATE UPON ALL FIRE DEVICE ALARM CONDITIONS . AUDIBLE SHALL BE SET FOR 3 -PULSE TEMPORAL PATTERN. SMOKE DETECTOR: ) IN AREAS THAT ARE NOT CONSTANTLY OCCUPIED , AUTOMATIC SMOKE DETECTOR SHALL BE PROVIDED AT THE LOCATION OF EACH FIRE ALARM CONTROL UNIT. PER NFPA-72 2002. EXCEPTION WHERE AMBIENT CONDITIONS PROHIBIT INSTALLATION OF AUTOMATIC SMOKE DETECTION AUTOMATIC HEAT DETECTION SHALL BE PERMITTED. MANUAL PULL STATION: 1) EACH MANUAL FIRE ALARM BOX SHALL BE SECURLEY MOUNTED. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 31/2ft (42" AND NOT MORE THAN 41/2ft (541ABOVE FINISH FLOOR LEVEL. PER NFPA-722002. (PER ADA GUIDELINES OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE 48 INCHES ABOVE FINISH FLOOR). MANUAL FIRE ALARM BOX SHALL BE READILY ACCESSIBLE AND CLEAR OF ANY OBSTRUCTIONS. PER NFPA-722002. SIGN AGE: 1) MINIMUM 8x10 SIGN ON DOORS THAT CONTAIN THE FACP TO INDICATE LOCATION OF FIRE ALARM CONTROL PANEL ) ALL FIRE ALARM J -BOX AND COVERS SHALL BE PAINTED RED AND LABELED' FA' 3) BATTERIES SHALL BE LABELED WITH THE MONTH AND YEAR OF INSTALLATION. 4) RJ TELCO COVERS SHALL BE LABELED WITH PHONE NUMBER AND INDICATED WHETHER THE LINE IS PRIMARY OR SECONDARY UNE. 5) LOCATION OF AC CIRCUIT BREAKER SHALL BE LABELED ON THE INTERIOR DOOR OF THE FACP. LOCATION OF INSPECTOR TEST VALVE SHALL BE LABELED ON THE INTERIOR DOOR OF THE FACP. A SIGN AT THE INSPECTOR TEST VALVE, RISER AND SUPERVISORY DEVICE TO INDICATING FIRE SPRINKLER SYSTEM BEING MONITORED. 7) ALARM COMPANY TO PROVIDE (MAY VERY PER JURISDICTION) 1) AN OWNERS MANUAL AND RECORD DRAWING SHALL BE PROVIDED TO OWNER/REPRESENTATIVE PER NFPA-722002. INSTALLER TO PROVIDE A DIGITAL AMP METER TO VERIFY INSTALLATION DURING CITY FINAL INSPECTION. ALARM CONTRACTOR TO PROVIDE A PLACARD AT LEAST 20SQ INCH NEAR THE CONTROL UNIT / ANNUNCIATOR TO INDICATE PRIME CONTRACTOR AND CENTRAL STATION. ALARM CONTRACTOR TO PROVIDE AT THE CONTROL PANEL AND ANNUNCIATOR THE RESET INSTRUCTIONS. (IF APPLICABLE IN LOCAL JURISDICTION) A RECORD OF COMPLETION SHALL BE PLACED INA RESILIENT ENCLOSURE ADJACENT TO THE FACP. 6) KEYS FOR ALL PANELS AND DEVICES REQUIRING RESETTING SHALL BE PROVIDED FOR THE KNOX BOX AT TIME OF TEST (IF KNOX BOX IS PROVIDED) KEYS FOR FIRE ALARM CONTROL PANEL AND MANUAL PULL BOX SHALL BE LABELED. • A MATERIAL LIST QTY DESCRIPTION MODS. NUMBER BOSCH D7024 BOSCH (EACH) STAND BY ALARM CURRENT CURRENT (EACH) STAND BY ALARM CURRENT CURRENT 1 CONTROL UNIT D7024 0.200 0.380 1 ENCLOSURE ASSEMBLY PROVIDED 0.380 1 ANNUNCIATOR/ KEYPAD D7033 RSS-24MCW 1 1 MULTIPLEX EXPANSION MODULE D7039 ANNUNCIATOR 10 ADDRESSABLE INPUT/ OUTPUT MODULE D7053 0.100 2 MINI INPUT MODULE D7044M D7053 10 1 ADDRESSABLE SMOKE DETECTOR D7050 RSS-24MCC 2 1 6" SMOKE BASE 07050-B6 0.000550 0.000550 7 MANUAL PULL STATION FMM-7045 0.001100 INPUT MINI MODULE YUASA 0.000550 0.001 0.000 2 12V 7AH BA I I EHY NP7-12 ADDRESSABLE SMOKE DETECTOR 2 12V 17.2AH BA I I ERY NP18-12 0.003850 * WEEE-OCK ADDRESSABLE MANUAL PULL RSS-24MCW 1 4 MULTI CANDELA STROBE ONLY RSS-24MCW 0.000 2 CEILING MOUNT MULTI CANDELA STROBE ONLY RSS-24MCC 0.000 0.150 4 CEILING MOUNT HIGH MULTI CANDELA STROBE ONLY RSS-24MCCH 0.150 8 MULTI CANDELA STROBE HORN AS-24MCW MB -G10 -12-R 1 1 CEILING MOUNT MUL11 CANDELA STROBE HORN AS-24MCC 15cd STROBE HORN 12 CEILING MOUNT MULTI CANDELA STROBE HORN AS-24MCC 0.000 2 10" BELU STROBE MB -G10 -24-R AS-24MCCH 3 0.000 0.194 BELDEN WIRE 0.000 0.582 LOT 2, 4, 6 COND 18ga WIRE FPL, FPLP, FPLR 0.000 0.169 LOT 2 GOND 14ga WIRE 0.169 BELL STROBE POTTER (PROVIDED & INSTALLED BY SPRINKLER 0.000 0.000 STAND BY CURRENT TOTAL 0.000 CONTRACTOR) 0.000 STANDBY AH 24 AH ' 1 VAIN SWITCH VSR F 0.000 1 POST INDICATOR VALVE OR B -FLY SWITCH FCVS-1 0.393 SYSTEM SENSOR (PROVIDED & INSTALLS) BY 1.877 MECHANICAL) TOTAL AH ( BATTERIES) 8 PHOTO -DUCT SMOKE DETECTOR DH100ACDCLP 9.420 8 DUCT SMOKE RESET SWITCH RTS -451 0.156 A STANDBY BATTERY CALCULATION BOSCH D7024 DEVICE MODEL No. QTY (EACH) STAND BY ALARM CURRENT CURRENT (EACH) STAND BY ALARM CURRENT CURRENT (TOTAL) STAND BY ALARM CURRENT CURRENT DESCRIPTION D7024 1 0.200 0.380 0.150 0.200 0.380 CPU D7033 1 0.080 , 0.100 RSS-24MCW 1 0.080 0.071 0.100 ANNUNCIATOR D7039 1 0.100 0.150 15cd STROBE ONLY 0.100 0.000 0.150 MULTIPLEX EXPANSION MODULE D7053 10 0.000700 0.000700 0.126 0.007000 RSS-24MCC 2 0.007000 INPUT/OUT PUT MINI MODULE D7044M 2 0.000550 0.000550 ( ) 0.001100 30cd STROBE ONLY (CMNT) 0.001100 INPUT MINI MODULE D7050 1 0.000550 0.001 0.000 0.000550 0.560 0.001 ADDRESSABLE SMOKE DETECTOR FMM-7045 7 0.000550 0.001 " 0.003850 * 0.004 ADDRESSABLE MANUAL PULL RSS-24MCW 1 0.000 0.071 0.102 0.000 0.000 0.071 15cd STROBE ONLY RSS-24MCC 1 0.000 0.150 0.000 0.000 ( / 0.150 30cd STROBEONLY(CMNT) AS-24MCW 2 0.000 0.080 MB -G10 -12-R 1 0.000 0.169 0.160 15cd STROBE HORN AS-24MCW 1 0.000 0.102 BELL STROBE 0.000 0.00000 0.102 30cd STROBE HORN (CM NT) AS-24MCCH 3 0.000 0.194 0.000 0.000 0.582 115cd STROBE HORN (C- MNT) MB -G10 -24-R 1 0.000 0.169 0.000 0.169 BELL STROBE 0 0.000 0.000 STAND BY CURRENT TOTAL 0.000 24 = 0.000 STANDBY AH 24 AH ' 0 0.00000 0.00000 0.083 = 0.000 ALARM AH 5 MIN 0.000 0.393 TOTAL AH REQUIRED 1.877 7.000 TOTAL AH ( BATTERIES) STAND BY CURRENT TOTAL 0.393 * 24 = 9.420 STANDBY AH 24 AH ALARM CURRENT TOTAL 1.877 * 0.083 = 0.156 ALARM AH 5 MIN 5.600 REMAINING BATTERY AH AVAILABLE 9.576 TOTAL AH REQUIRED 24V SYSTEM, 2x 12v, 17.2 AH BATTERIES 17.200 TOTAL AH ( BATTERIES) 3.440 20% BATTERY DERATE CONTINGENCY 13.760 REMAINING BATTERY AH AVAILABLE 13.760 REMAINING BATTERY AH AVAILABLE 9.576 TOTAL AH REQUIRED 4.184 AH IN RESERVE !'1x"1/1 I 3 3 ) ) )\ I 01 (CIRCUIT No. N3) 400 FT 1.228 Ohm's 3 1.160 VDC ) = 22.840 VDC \ = 4.835 J} 1 I 3 VOLTAGE DROP CALCULATION STANDARD WIRE RESISTANCE PER 1000 18ga WIRE = 7.77 or 0.00777 14ga WIRE = 3.07 or 0.00307 12ga WIRE = 1.987 or 0.00199 STANDARD METHOD TOTAL DRAW = 1.224A WIRE DISTANCE WIRE OHMS VOLTAGE DROP VDC LAST DEVICE % VOLTAGE DROP POWER FROM FACP (CIRCUIT No. N1) 225 450 1.224 24 1.691 * * 2 0.00307 1.382 1.691 24 7.046 TOTAL VOLTAGE DROP 20% MAX DROP ALLOWED III THIS CIRCUITS O.K.!!! 450 1.382 1.691 22.309 7.046 FT Ohm's VDC VDC TOTAL DRAW = 1.023 A POWER FROM PS01 (C.RCUIT No. N2) WIRE DISTANCE _ WIRE OHMS = VOLTAGE DROP VDC LAST DEVICE = %VOLTAGE DROP = 225 450 1.023 24 1.413 2 0.00307 1.382 1.413 24 = 450 FT = 1.382 Ohm's = 1.413 VDC = 22.587 VDC = 5.889 5.889 TOTAL VOLTAGE DROP 20% MAX DROP ALLOWED Il! THIS CIRCUITS O.K.!!! TOTAL DRAW = 0.945 Q WIRE DISTANCE WIRE OHMS VOLTAGE DROP VDC LAST DEVICE %VOLTAGE DROP POWER FROM PS 200 400 0.945 24 1.160 2 0.00307 1.228 1.160 24 4.835 TOTAL VOLTAGE DROP 20% MAX DROP ALLOWED II! THIS CIRCUITS O.K.!I! TOTAL DRAW = 1.114 /91 POWER FROM PS01 (CIRCUIT No. N4) WIRE DISTANCE WIRE OHMS VOLTAGE DROP VDC LAST DEVICE % VOLTAGE DROP 275 550 = 1.114 24 = 1.881 2 0.00307 1.689 1.881 24 = 550 1.689 1.881 22.119 7.837 7.837 TOTAL VOLTAGE DROP 20% MAX DROP ALLOWED III THIS CIRCUITS O.K.!!! FT Ohm's VDC VDC TOTAL DRAW = 0.750 A POWER FROM PS01 (CIRCUIT No. N5) WIRE DISTANCE WIRE OHMS VOLTAGE DROP VDC LAST DEVICE %G VOLTAGE DROP 300 = 600 0.750 • 24 1.382 * * * 2 0.00307 1.842 1.382 24 = 600 = 1.842 = 1.382 = 22.619 = 5.756 5.756 TOTAL VOLTAGE DROP 20% MAX DROP ALLOWED III THIS CIRCUITS O.K.!!! FT Ohm's VDC VDC WIRE SCHEDULE 1) ALL WIRE RUNS BETWEEN EXPANSION POINT TO FEILD DEVICE TO BE 18 AWG FPL WIRE 2) ALL SLC CIRCUITS TO BE 18 AWG FPL WIRE 3) ALL NOTIFICATION CIRCUIT TO BE 14 AWG FPL WIRE 4) ALL UNDERGROUND AND EXTERIOR CONDUIT RUN SHALL BE IN THWN OR THIN WIRE Y -V- 'V' �� 1� - 1r Y �' Y N 1,' Y '✓ -V Y N. -N, Y TO NAC - N1 WIRING DIAGRAM ❑ AC POWER No.3 ❑ AC POWER No.2 © NC ❑ AC POWER No.1 DEDICATED120V 60H A STANDBY BATTERY CALCULATION BOSCH D7038 (PS -01) SUPER VISORY DEVICE MODEL No. QTY (EACH) STAND BY ALARM CURRENT CURRENT DISPLAY SIGNALS AT ANNUN. (TOTAL) STAND BY ALARM CURRENT CURRENT DESCRIPTION D7038 1 0.150 0.150 0.150 0.150 CPU RSS-24MCW 1 0.000 0.071 0 0.000 E.1 0.071 15cd STROBE ONLY RSS-24MCW 2 0.000 0.063 0.000 0.126 30cd STROBE ONLY RSS-24MCC 2 0.000 --:0.063 3 0.000 ( ) 0.126 30cd STROBE ONLY (CMNT) RSS-24MCCW 40.000 1)( 5 ( 0.140 ) 0.000 ( 0.560 115cd STROBE ONLY (CM NT) AS-24MCW 3 0.000 0.080 " 0.000 * 0.240 15cd STROBE HORN AS-24MCW 3 0.000 0.102 ' 0.000 )( 0.306 30cd STROBE HORN AS-24MCCH 9 0.000 0.205 ( / 0.000 1.845 95cd STROBE HORN (CMNT) MB -G10 -12-R 1 0.000 0.169 0.000 0.169 BELL STROBE 0 0.00000 0.00000 0.000 0.000 0.150 3.593 STAND BY CURRENT TOTAL 0.150 * 24 = 3.600 STANDBY AH 24 AH ' ALARM CURRENT TOTAL 3.593 * 0.083 = 0.298 ALARM AH 5 MIN 3.898 TOTAL AH REQUIRED 24V SYSTEM, 2x 12v, 7 AH BATTERIES 7.000 TOTAL AH ( BATTERIES) 1.400 20% BATTERY DERATE CONTINGENCY 5.600 REMAINING BATTERY AH AVAILABLE 5.600 REMAINING BATTERY AH AVAILABLE 3.898 TOTAL AH REQUIRED l 1.702IAH IN RESERVE • II ENICEOF- OPEIWKYV"--- ^N\ 1 1 ❑ ❑ ❑ ---0 0 1 2 3 4 5 6 ALARM SUPER VISORY TRBL ACTIVATES NOTIFICATION SIGNAL DISPLAY SIGNALS AT ANNUN. TRANSMIT SIGNALS TO UL CENTRAL STATION AUTO-RESTORAL UPON RESTORED TROUBLE CONDITION TRANSMIT >GENERALTRBL TO MALL PANEL TRANSMIT GENERAL ALARM TO MALL PANEL SMOKE DETECTOR EfIiEll RESET D7033 11 IA Eel ( 0 MANUAL PULL STATION E.1 e 1/414 WATERFLOW SWITCH ( 1 )( 2 3 ) ( ) ( (( 4 TAMPER SWITCH 1)( 5 ( 6 ) ( mu ) ( 7 )( l)/ 8 Jl 9 DUCT SMOKE DETECTOR (o=) ( * )( 0 )( # ) (' ) ( PANEL OPEN SHORT( GROUND )( )( ) ("°'rn') ( / e 1 1 ❑ ❑ ❑ ---0 0 1 2 3 4 5 6 D7024 ALL UNUSED ZONES MUST BE STRAPPED WITH A 4.7 EOL RESISTOR. PER MANUF. SPEC. SHEET ccr) 0 •:•:•:•:••• 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 236 22 21 20 19 18 17 16 15 ❑ ❑ XMR L P GROU NEUTq 12vdc 17.2AH BATTERY 12vdc 17.2AH BATTERY O AC POWER No.2 DNC -0 AC POWER No.1 5 � a O 2 m 'C o o .,1,11.1;1;1. ' I� DIPSWITCH BANK YLW GRN BLK RED TRB TRB CB TRB A A - Aux+ IN2UX- O N2+N2+ ❑❑ EOL2I❑ ElEl 121INNI- IN 1+ D7038 EOL NAC 4+ NAC 4 - NAC 3+ 3 - NAC 2+ NACNAC 2 NN NACAC1+ 1- ❑❑ ENCLOSURE ALARM O O SILENCE 0 POWER O TROUBLE ITU �, ■ r-� I EfIiEll RESET D7033 11 IA Eel SILENCE ®LI E.1 e D7024 ALL UNUSED ZONES MUST BE STRAPPED WITH A 4.7 EOL RESISTOR. PER MANUF. SPEC. SHEET ccr) 0 •:•:•:•:••• 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 236 22 21 20 19 18 17 16 15 ❑ ❑ XMR L P GROU NEUTq 12vdc 17.2AH BATTERY 12vdc 17.2AH BATTERY O AC POWER No.2 DNC -0 AC POWER No.1 5 � a O 2 m 'C o o .,1,11.1;1;1. ' I� DIPSWITCH BANK YLW GRN BLK RED TRB TRB CB TRB A A - Aux+ IN2UX- O N2+N2+ ❑❑ EOL2I❑ ElEl 121INNI- IN 1+ D7038 EOL NAC 4+ NAC 4 - NAC 3+ 3 - NAC 2+ NACNAC 2 NN NACAC1+ 1- ❑❑ ENCLOSURE TO FIELD ADDRESSABLE DEVICES L 12vdc 7AH BATTERY 12vdc 7AH BATTERY TO NAC - N2 TO NAC - N3 TO NAC - N4 TO NAC - N5 FACP FIRE ALARM CONTROL PANEL (FACP) TOBE72 INCHES FROM FINISH FLOOR TO CENTER OF BOX. PANEL HIEGHT NOT w rrxla SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL INCOMING WARNING OUTGOING AN UNINSULATED SECTION OFA SINGLE CONDUCTOR IS NOT PERMITTED TO BE LOOPED AROUND THE TERMINAL AND SERVE AS TWO SEPERATE CONNECTIONS. THE WIRE MUST BE SEVERED TO SERVE AS TWO SEPERATE CONNECTIONS. THERBY PROVIDING SUPERVISION OF THE CONNECTION IN THE EVENT THAT THE WIRE BECOMES DISLODGED FROM UNDER THE TERMINAL 4 1 WKWILA FIRE DEPARTMtcN , Please call: 575-440Z and give this job No. 03-F_103 ZONE TO LOCAL ANNUNCIATOR & and exact address for shut own or restoration aporQ N43 MONITORING COMPANY ID POINT # DEVICE TYPE 09 SMOKE DETECTOR 10 WATERFLOW SWITCH 11 PIV TAMPER SWITCH 12 MANUAL PULL 13 MANUAL PULL 14 MANUAL PULL 15 MANUAL PULL 16 MANUAL PULL 17 MANUAL PULL 18 MANUAL PULL 19 DUCT SMOKE 21 DUCT SMOKE 23 DUCT SMOKE 25 DUCT SMOKE 27 DUCT SMOKE 29 DUCT SMOKE 31 DUCT SMOKE DUCT SMOKE LCE 33 A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement: of Acceptance Testio:, ( :,,r `-ire Alarm c3nd Lieieci io) Systems. Failure of test will result: in a Re -inspection Fee and termination of the testing. 0 Wthout Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila F'i Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adop standards and ordinances. The re.;3pons bi!ity for th adequacy of design rests tot .- iy with the designer. Additions, deletions or revisions to these drawings a 4 This date will void thi acc€Iptance 2nd will require a resubmittal of revised drawings for subsequent app I.1 Final acceptance is subject to field test and inspecti !The Tukwila Fixe Prevention Bureau. By: Date: L/L//o d er •val. n by LEGEND FACP PS -01 FIRE ALARM PANEL 24V POWER SUPPLY ANNUNCIATOR/ KEYPAD QM INPUT MODULE INPUT/OUT PUT 0 CONTROL RELAY MODULE PHOTO SMOKE DETECTOR QF MANUAL PULL STATION FLOW SWITCH B -FLY SWITCH STROBE ONLY CANDELLA SETTING STROBE HORN 15 STROBE BELL (DST --- DUCT SMOKE DETECTOR BY OTHER fi RESET SWITCH ID -00 ZONE IDENTIFICATION END OF LINE RESISTOR RISER DIAGRAM PHONE 1 PHONE 2 EH 14/2 30 75 154 SLC LOOP IN SLC LOOP INN SLC LOOP OUT SLC LOOP OUT ADDRESSABLE SMOKE DETECTOR 18ga MAN PULL -0 ADDRESSABLE PULL STATION SLC LOOP IN SLC LOOP OUT 18ga SLC LOOP IN SLC LOOP OUT 18ga WATERFLOW SWITCH TO MULTIPLEX MODULE B -FLY SWITCH TO MULTIPLEX MODULE SLC LOOP IN SLC LOOP OUT SLC LOOP IN CSLC LOOP OUT 18ga D7053 0 0- -0 0 -- POWER BY OTHER SDOLT MOK=I= ,CLQ RESET SWITCH TO SHUT DOWN HVAC DUCT CONNECTION TO 110 MULTIPLEX MODULE 18ga D7053 0 0 0 0 GENERAL ALARM OR TROUBLE I / 0 ADDRESSABLE MODULE TO EXISTING MALL PANEL FROM FACP 0 1.1 f ;C9 CSD 110-1,411 i NOTIFICATION CIRCUIT SBUS (18/4) 1412 30 30 115 115 115 115 N1 DEDICATED AC117V _ 15 AMP BRANCH CKT FACP -I GND DEDICATED AC117V _ 15 AMP BRANCH CKT 111111116 1I N2 N3 N4 N5 PS -01 SEQUOYAH ELECTRIC L.L.C. 0 2 LII O cc 2 D: JOB No. 8 0 U 0 z 12095 DATE 03-27-2008 CHECKED BY M.W. DRAWN BY Y.J.P. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF RIVERSIDE SYSTEM DESIGNS THIS DRAWING MAY NOT BE REPRODUCED OR REPRODUCTIONS HERE OF USED WITHOUT THEIR WRITTEN PERMISSION SHEET TITLE FIRE SPRINKLED MONITORING SYSTEM SHEET NO. FA -01 OF 01 - Key p¢d roc+ Cote -k be - o� Loku kck'i4c. o h �tedl'L cq,- j FA G t r Cti - b er4ker, 1 O 0 o D7033 e ( 1 )( 2 3 ) ( ) ( (( 4 )( 1)( 5 ( 6 ) ( mu ) ( 7 )( l)/ 8 Jl 9 ) (o=) ( * )( 0 )( # ) (' ) ( )( )( ) ("°'rn') TO FIELD ADDRESSABLE DEVICES L 12vdc 7AH BATTERY 12vdc 7AH BATTERY TO NAC - N2 TO NAC - N3 TO NAC - N4 TO NAC - N5 FACP FIRE ALARM CONTROL PANEL (FACP) TOBE72 INCHES FROM FINISH FLOOR TO CENTER OF BOX. PANEL HIEGHT NOT w rrxla SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL INCOMING WARNING OUTGOING AN UNINSULATED SECTION OFA SINGLE CONDUCTOR IS NOT PERMITTED TO BE LOOPED AROUND THE TERMINAL AND SERVE AS TWO SEPERATE CONNECTIONS. THE WIRE MUST BE SEVERED TO SERVE AS TWO SEPERATE CONNECTIONS. THERBY PROVIDING SUPERVISION OF THE CONNECTION IN THE EVENT THAT THE WIRE BECOMES DISLODGED FROM UNDER THE TERMINAL 4 1 WKWILA FIRE DEPARTMtcN , Please call: 575-440Z and give this job No. 03-F_103 ZONE TO LOCAL ANNUNCIATOR & and exact address for shut own or restoration aporQ N43 MONITORING COMPANY ID POINT # DEVICE TYPE 09 SMOKE DETECTOR 10 WATERFLOW SWITCH 11 PIV TAMPER SWITCH 12 MANUAL PULL 13 MANUAL PULL 14 MANUAL PULL 15 MANUAL PULL 16 MANUAL PULL 17 MANUAL PULL 18 MANUAL PULL 19 DUCT SMOKE 21 DUCT SMOKE 23 DUCT SMOKE 25 DUCT SMOKE 27 DUCT SMOKE 29 DUCT SMOKE 31 DUCT SMOKE DUCT SMOKE LCE 33 A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement: of Acceptance Testio:, ( :,,r `-ire Alarm c3nd Lieieci io) Systems. Failure of test will result: in a Re -inspection Fee and termination of the testing. 0 Wthout Comments As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tukwila F'i Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adop standards and ordinances. The re.;3pons bi!ity for th adequacy of design rests tot .- iy with the designer. Additions, deletions or revisions to these drawings a 4 This date will void thi acc€Iptance 2nd will require a resubmittal of revised drawings for subsequent app I.1 Final acceptance is subject to field test and inspecti !The Tukwila Fixe Prevention Bureau. By: Date: L/L//o d er •val. n by LEGEND FACP PS -01 FIRE ALARM PANEL 24V POWER SUPPLY ANNUNCIATOR/ KEYPAD QM INPUT MODULE INPUT/OUT PUT 0 CONTROL RELAY MODULE PHOTO SMOKE DETECTOR QF MANUAL PULL STATION FLOW SWITCH B -FLY SWITCH STROBE ONLY CANDELLA SETTING STROBE HORN 15 STROBE BELL (DST --- DUCT SMOKE DETECTOR BY OTHER fi RESET SWITCH ID -00 ZONE IDENTIFICATION END OF LINE RESISTOR RISER DIAGRAM PHONE 1 PHONE 2 EH 14/2 30 75 154 SLC LOOP IN SLC LOOP INN SLC LOOP OUT SLC LOOP OUT ADDRESSABLE SMOKE DETECTOR 18ga MAN PULL -0 ADDRESSABLE PULL STATION SLC LOOP IN SLC LOOP OUT 18ga SLC LOOP IN SLC LOOP OUT 18ga WATERFLOW SWITCH TO MULTIPLEX MODULE B -FLY SWITCH TO MULTIPLEX MODULE SLC LOOP IN SLC LOOP OUT SLC LOOP IN CSLC LOOP OUT 18ga D7053 0 0- -0 0 -- POWER BY OTHER SDOLT MOK=I= ,CLQ RESET SWITCH TO SHUT DOWN HVAC DUCT CONNECTION TO 110 MULTIPLEX MODULE 18ga D7053 0 0 0 0 GENERAL ALARM OR TROUBLE I / 0 ADDRESSABLE MODULE TO EXISTING MALL PANEL FROM FACP 0 1.1 f ;C9 CSD 110-1,411 i NOTIFICATION CIRCUIT SBUS (18/4) 1412 30 30 115 115 115 115 N1 DEDICATED AC117V _ 15 AMP BRANCH CKT FACP -I GND DEDICATED AC117V _ 15 AMP BRANCH CKT 111111116 1I N2 N3 N4 N5 PS -01 SEQUOYAH ELECTRIC L.L.C. 0 2 LII O cc 2 D: JOB No. 8 0 U 0 z 12095 DATE 03-27-2008 CHECKED BY M.W. DRAWN BY Y.J.P. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF RIVERSIDE SYSTEM DESIGNS THIS DRAWING MAY NOT BE REPRODUCED OR REPRODUCTIONS HERE OF USED WITHOUT THEIR WRITTEN PERMISSION SHEET TITLE FIRE SPRINKLED MONITORING SYSTEM SHEET NO. FA -01 OF 01 - Key p¢d roc+ Cote -k be - o� Loku kck'i4c. o h �tedl'L cq,- j FA G t r Cti - b er4ker, 1 C pp PI MO o _I Q) 0 M i. mooN,/ Z ......T.-- t )18,4SLC) N1-9 ID W N F 15 -16 .� � --IwN0 11 11 W z Cit 1412 (N1) F c T K 51 NIIIIIIIPII ID INSTALL "TRACT OR SEQUOYAE 12316 134TH COUI OFFICE 425.7E UB 40"14/2 (N1) 18/4 (SLC) LEGEND 18/4 (SLC) 30 N1-7 FACP FIRE ALARM PANEL ( 15 N1-8 MEETING ROOM 14/2 (N1) 1 PS -01 POWER ANNUNCIATOR/ - ' 1412 N2-12 30 (N2) FIRESTOP --�� PENETRATION DETAIL ���� 1412 (N5) 1412 (N5) A- ® © Q ( � INPUT MODULE r-- 1 \,‚1816 N1 [- �1 N5-1 I N5-2 ( N5-3( PENATRATIONTHROUGHCONCRETEWALL— � o a 14/2 1 I` CONCRETE WALL - ( In F ID -15 1/3 INCH MAXIMUM ANGULAR SPACING CONTROL I I ETER MOD ^ i MENTAL PIPE 111 III: I�..; 18/6 0 LDS L ID -31 14/2 (N5) 1 IN MENERIAL WOOL Q • • • � I. PACKING 18/4 (SLC) ID -33 18/4 (SLC)DETECTOR F MANUAL PULL STATIONs r- f�4e."-'\ A ( OFFICE CASH FROM v PS -01 4 HOUR RATING UL SYSTEM CAJI0044 PENATRATION THROUGH GYPSUM WALL BOARD I ►C N1-61 ST GING 14/2 (N2) HOUR FIRE RATED 1l41NCHBEAD 3M FIRE BARRIER CP 25 '�, . (�., 2-g CHAUK FLORAL ROOM IAMET MEALPIPE 'I -I` N2-10 15 3M FIRE BARRIER ,,, 14/2 (N2) 18/4 (SLC) 1 HOUR RATING UL SYSTEM WL1001 - P3.195 WRAP/STRIP r51CO I I 1 q. (N1) I C y STROBE ONLY 30 N2 -8L �_ iDS El ~- 18/6 L +bS 1816 LL - CANDELLA SETTING N2-4 HALL — ID -29 �,. ID -27 Ln 30 14/2 (N2) r:0 r.13 / 1 ¢ o Ell STROBE HORN liPi dm; Q (BREAK JAN. 1814 (SLC) j 15 D STROBE BELL am= Imo C Ni -5 go 15 t: A ® • • r=ig 18/4 (ANNUN) ID -18 HOCt W = Q SMOKEDS - DUCT 14/2 (N2) p • •- - FROM FRCP C aS J 0 1(N1) I MN 30 N2-7 N4-4 -----RESET SWITCH w 2x 14/2(N4) CONDUIT FILL CHART (PER NEC.)ID-00 =~ ZONE IDENTIFICATION © e' `��\ 1412 (N4) e----."---\\ 1412 (N4) 14/2 (N4) CONDUCTORS BASED AB TA 3BE 1�, X #RAPIER IN TRADE SIZES OF CONDUIT OR TUBING � . • N4-1 N4-2 N4-3 CONDUIT TRADE SIZE t/ 2 3/ 4 1 RESISTOR 1 1 1 TYPE LETTERS CONDUCTOR SIZE 14/2 (N2)(...... 14/2 (N4) ��'r „.._,„---...,e----.., r--.4.0---......"---.VESTIBULE FPL R XHLHW 14 8 22 14 10 3 18 11 6 29 18 9 • PER NEC 2004 NOT TO EXCEED 40% FILL - 1 \-4 N2-3 giE FROM PS -01 OPEN SALES FLOOR ID -14 18/4 (SLC) NORTH I A 18/4 (SLC)I' Ir.: 18/4 (SLC)p I I 18/4 SLC I I I ��� (SLC) I I 18/6 (U STD 4-8 w/3-0 RING 18/6 1816�/ 18/6 I I I I . ! C I I C. I I I C I FINISH CE9JNG W,', E 1 SMOKE OR HEAT DET. D$ L ��ID 19 S��' L DS—.------ L L — — -'bi`� ID 21 _PS ._ J.;i ID -23 _ T� 25 ON CEIUNG IFB X -BSHAR BE FASTEN K USING T BRACKETS DEVICE TO PROTRUDE - - - -BAR NO MORE THAN 4" IF - IN CORRIDORS AND WALKWAYS O 18/4 (si..q 1. STROBE ONLY SINGLE GANGEBOX 1s O 2. HORN 4S w/DBL GANG RING 1412 (N 1, _ 3. HORN 4. SPEAKER/ EXTENTION -STROBE 4-6 wIDBL GANG RING SPEAKER -STROBE 4S DEEP 14/2 (N2) w/4S APPLIANCESWL MOUNTED RING, FLUSH TC FINISH SURFACE / / BE MOUNTED THAT THE LENS IS NOT N�S N LESS THAN 80 IN. AND NOT GREATER ANNUNCIATOR OR KEYPAD I 0 UTHAN 98 IN. ABOVE 4,---„,----.4,e----, ���� 14/2 �`I-�4i-� 14/2 e"—N THE FINISH FLOOR PER NFPA722002 0 (N3) (N3) 110 O ID -13 1 N1-3 N2-1 1 ® N3-1 N3-2 La N3-3 oRe"BELOWCEBJNG WHICHEVER IS LOWER p a 1814 (SLC) i � w pp 2x 14/2 Or���-/ 1412 (N3 ��-��-- �-� ANNUNCIATORKEY HINCHES FROM FINISH p FLOOR To z N.8 II CENTER 14/2 (N2) MANUAL PULL STATION ' O w 18/4 (SLC) ©z O (l O M FRO MPS -01 0 JOB No. 12095 ID -09 4/2 (N3) MANUAL FIRE ALARM BOX SHALL DATE WP4 % gp'Ini 14/2 (N1) J 1 \ BE SECURELY MOUNTED. THE 03-27-2008 N1-2 S 18/4 (SLC) 18/4 (SLC) EXISTING 3 4 OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE MOUNTING AT HEIGHTS OF 48 CHECKED BY M.W. ill GENERAL ALARM INCHES FROM FINISH FLOOR • I I 0 MALL FIRE / f DRAWN BY ` Y.Q.P. L GENERA c O�'�- L ALARM FINISH OCR FACP _ "I 1 PANEL �\� THIS DRAWING IS AN - INSTRUMENT OF SERVICE lir II N1-1 HEIGHT REQUIREMENTS NTS PERTY OF RNERHDEAND THE RYSTEMDESIGNS THIS DRAWING MAY NOT BE FLOOR PLAN Ineummilmos 15 F a REPRODUCED OR REPRODUCTIONS HEREOF USED WITHOUT THEIR WRITTEN PERMISSION ID SCALE. 1/8 11 1,'011 1412 (N1) 18/4 (SLC) -10 LOCATION OF EXISTING MALL PANEL SHALL BE FIELD SHEETTITLE DEVICE LOCATION PLAN VERIFIED . SHEET No. FA= 02 _ OF 02 z = Ln X W EXISTING 10" DJ. 12" 600'-0" FIRE SERVICE SITE PLAN SCALE: 1 "-500' D.I. BF1 BF2 jefroth II t 12" D.\ - SHEET IN DEX PIPE DIMENSION TA3LES REFER TO HYDRAULIC CALCULATIONS FOR PIPE TYPE GENE SAL \ OTES SHEET NUMBER SHEET NAME NOMINAL SIZE SCHEDULE 40 INSIDE DIAMETER SCHEDULE 10 INSIDE DIAMETER FP1 FIRE SERVICE SITE PLAN 1.049" FP2 FIRE SPRINKLER PIPING PLAN 1 1/4" 1.380" 17'-0" AFF MAX EXISTING WALL 1 1/2" 1.610" 2" 2.067" 2 1/2" 2.635" 3" 3.260" 4" 4.260" 6" 6.357" 8" 8.249" SSU - BOTTOM OF DECK 16'-6" AFF L_J LJ 15'-0" AFF 2" BRANCHLINE 1 I 1 1 EXISTING STRUCTURE 4" MAIN 0 BUILDING SECTION SCALE: NTS Lo 4&'I ( Vq.k01% 51b L'a. CAf (e, el3q1it,CP 014 7 ACCEPTED Mout .Comments As Noted In Red Per The Attached Letter these plans have been reviewed by The Tukwila Fre Prevention Bureau for conformance with current city standards. Acceptance is subect to errors and omissions which do not authorize violations of adopted stanoarras and orainances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this.acceptance and wilt require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire\Prevention Bureau. Date:. j/.,/1/0i : _By: /677.-- 1. DESIGN CRITERIA FOR GENERAL SALES / STORAGE / BACKSTORAGE. A. THE MINIMUM CLEARANCE OF 18" SHALL BE MAINTAINED FROM THE TOP OF THE STORAGE AND THE SPRINKLER DEFLECTOR PER NFPA #13 2007 8.5.6.1. B. THE SPACING OF THE SPRINKLER HEAD WITH RESPECT TO OBSTRUCTIONS MUST BE BASED ON THE PROVISIONS OF NFPA 13 FOR AN EXTENDED COVERAGE SPRINKLER. C. THE MAXIMUM AREA OF COVERAGE PER SPRINKLER IS 100 SQUARE FEET. D. SPRINKLER DESIGN SUITABLE FOR UNOBSTRUCTED OR NON-COMBUSTIBLE UNOBSTRUCTED CONST. F. HYDRAULIC CALCULATIONS SHALL INCLUDE A MINIMUM 100 INSIDE HOSE ALLOWANCE PLUS AN ADDITIONAL 400 OUTSIDE HOSE ALLOWANCE. G. RACKING ON SALES FLOOR NOT TO EXCEED 12FT AT THE WALL. FIXTURES ON THE REMAINDER OF THE SALES FLOOR ARE 7FT TALL WITH STACKING UP TO 10FT. STORAGE RACKING IN THE STAGING/RECEIVING AREA FOR STORAGE IS A MAXIMUM OF 10FT WITH STACKING UP TO 12FT. APPLICA3LE CODES NFPA STANDARD: NFPA 13 NFPA 101 EDITION: 2007 2002 FDC \OTES 1. THE FIRE DEPARTMENT CONNECTION SHALL BE ADJACENT TO THE RISER ROOM IN AN ACCESSIBLE LOCATION. 2. THE FIRE DEPARTMENT CONNECTION SHALL BE INSTALLED AT A MIN OF 30" AND A MAX OF 42" ABOVE THE SURROUNDING GRADE. 3. THE FIRE DEPARTMENT CONNECTIONS SHALL MINIMALLY CONSIST OF 5" STORZ CONNECTION INSTALLED ON A 30 DEGREE DOWNTURN. 4 THE SUPPLY LINE FROM THE FIRE DEPARTMENT CONNECTION TO THE RISER MANIFOLD SHALL BE A MIN OF 6" IN DIA PIPE. 5. PROVIDE A FIRE HYDRANT WITHIN 150'-0" OF THE FIRE DEPARTMENT CONNECTION. 6. PROVIDE AN ELECTRIC BELL ON EXTERIOR WALL ABOVE THE FIRE DEPARTMENT CONNECTION. 7. THE DEVICE SHALL ACTIVATE ON WATERFLOW ONLY. 8. PROVIDE SIGNAGE AT FIRE DEPARTMENT CONNECTION PER REQUIREMENT OF NFPA 13. r w 0 WATER SUPPLY INFORMATION STATIC: RESIDUAL: 150 PSI 130 PSI AT 2906 GPM INFORMATION DERIVED FROM WATER REPORT SUPPLIED BY: TVA -FIRE & LIFE SAFETY, INC. 8/12/07 EFFECTIVE POINT OF WATER SUPPLY INFORMATION IS: GAUGED HYDRANT (#165d) SOUTHSUDE OF MUNKLER, ADJACENT TO THE SITE. DATE OF TEST: 8/12/07 Q 7:45 AM FLOW TEST ELEVATION: LEVEL TO FINISHED FLOOR BUILDING PAD ELEVATION: WATER SUPPLY INFORMATION IS FURTHER REDUCED PER THE FOLLOWING: * 15 PSI SAFETY FACTOR FOR STANDARDS WATER SUPPLY TO BE USED FOR DESIGN AT EFFECTIVE POINT: STATIC: RESIDUAL: 135 JURISDICTIONAL FIRE SPRINKLER PSI 115 PSI AT 2906 GPM w w (9 w NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to calf 206-575-4407 or email fireinsprequest@ci.tukwiIa.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection" PARCEL#-xxx PERMIT# -xxx U w 1- C.3 U CONTRACTOR: Bobby Castle Construction DRAWING SYMBOLS HYDRAULIC DESIGN INFO. HANGER LEGEND HEAD LEGEND - ALARM VALVE RISER - FLOW SWTICH RISER • - DRY PIPE RISER C - DELUGE/P.A. RISER - FIRE DEPARTMENT CONNECTION .Q. - WATER MOTOR GONG - ELECTRIC BELL FLEXIBLE GROOVED COUPLING —0— - RIGID GROOVED COUPLING - THREADED PIPE COUPLING - CONTROL VALVE ---D - CHECK VALVE - PIPE HANGER (SEE CHART) ± 1 - PIPE HANGER (SEE CHART) ( A-1 ) - WELDED PIPE TAG O - BRANCHLINE NUMBER 9-0 - PIPE SIZE & LENGTH 1 (8-10) PIPE SIZE & LENGTH(CUT) - HYDRAULIC NODE 10'-0" AFF ELEVATION DATUM 0'-10" BOD - CENTERLINE OF PIPE TO DECK F7"j THIS SYSTEM IS 1--1THISSYSTEM IS NOT I I HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED A U -HOOK L "L" ROD SPRINKLER TYPE MFG MODEL SYMBOL ORIFICE FINISH CANOPY TEMP K -FAC QTY FLOW TEST STATIC 135 psi RESIDUAL 115 psi GPM FLOWING DATE & TIME 2906 gpm SYSTEM DESIGN B COACH SCREW ROD N TOGGLE NUT C D E F "C" CLAMP TOP BEAM CLAMP W/ STRAP EYE ROD FLUSH SHELL P R S S20 HDI -P WEDGE ANCHOR SAMMY SIDEWINDER (SWG20) SAMMY SUPER SCREW (GST20) REMOTE AREA DENSITY xx xx MAX. AREA/HEAD xx K -FACTOR xx xx G CEILING FLANGE SX SAMMY X -PRESS H SIDE BEAM BRACKET T TRAPEZE J "J" BOLT U UNISTRUT POST K SHORT CLIP w TOTAL THIS SHEET 1014 North Street Sumner, WA 98390 (253) 826-0099 PROJECT: Michaels/7W7 146-Southcenter Parkway Tukwila, WA 98188 FUKWItA FIRE DEPART Please calla 575.440 and give this job 6a3 , and exact address for shut down or restoration approval CONTRACT WITH: Bobby Castle Construction 519 Tradesmen's Park Drive Hutto, Texas 78634 Phone: (512) 846-1998 Fax: (512) 759-2763 PAID 4 A 3 0 2008 Tukwila Fire ZSc-Sce '133 DESIGNER: Seibert DATE: January 28, 2008 SCALE: As Noted HAZARD: As Noted AHJ: City of Tukwila JOB # 1886 SHEET # FP1 OF 2 1/30/2008 8:32:32 AM i co REFER TO SHEE FP1 FOR CON TINUATI ON EXISTING 10" D.I 5" STORZ F.D.C. W/ 30° DOWNTURN 6" x 4" GRVD RED COUP co 2 /a D 1)��I ► 1111/111111 .•v Co w • o - 4 4 • M eo M 00 2 6-0 120 6-0 6-0 1 0 ME ME 2 ■■ 2 1111 1111 r, ME 2 2 8-0 0 _ 2 2 II1iIiiI 8-0 I=l 2 67 1-5 A 8-0 8-0 6-1 0-6 • • 0 • 8-0 8-0 2 I -j 6-11 " 5- 9 2 8-0 • EN 6 111.1!166 I ;i 15'-0" F 1 0 • • V 2 sircF 0 • • R Z 0- 0-6 • • • • 4 40-6 44:1 • • Lo 2 0-6 .zr 70 2 8-0 1 2 8-0 • • • • • • • 0-6 • OVERALL C: ILING FIRE SPRINKLER PLAN DRAWING SYMBOLS HYDRAULIC DESIGN INFO. HANGER LEGEND U.L. BRACE TYPES TOLCO FIG. 980 UNIVERSAL SWIVEL ATTACHMENT I° 1" OR 1'/4" 1 TOLCO FIG. 980 UNIVERSAL SWIVEL ATTACHMENT s� «a• 1" OR 1'/4" 0' SCH 40 PIPE I P LTOLCO PIPE LATERAL • FIG. 4a CLAMP SCH 40 PIPE , • �� LTOLCOFIG.1000 PI FAST CLAMP LATERAL SPRINKLER DENSITY REVD: 0.4 GPM/SQ. FT. TOLCO IG. UNIVERSALSWIVEL- SWIVEL ATTACHMENT 1"OR1%4" SCH 40 PIPE- �ct� 1" OR 1%" n 0 I� SCH 40 PIPE) NIP goo TOLCO FIG. TOLCO FIG. 4a- 1000 - FAST PIPE CLAMP 4 -WAY X11 CLAMP + TOLCO / UNIVERSAL r ATTACHMENTS TOLCO FIG. 10001 FAST CLAMP 4 -WAY 41 V 4611 RISER FIG. 980 SWIVEL ov7 1" OR 1%4" SCH 40 PIPE ±R 1456.0 GPM DEMAND PRESSURE STOP BEAM CLAMP W/ RETAINER STRAP FASTENED W/ (2) NUTS & WASHER STEEL BAR JOIST ALL THREAD ROD HANGER RING BEAM CLAMP HANGER TYPE D NTS HYDRAULIC DESIGN SYSTEM #1: AREA #1 SALES AREA SPRINKLERS CALCULATED: 29 SPRINKLERS SPRINKLER DENSITY REVD: 0.4 GPM/SQ. FT. AREA OF DISCHARGE: 2500 SQ. FT. HOSE ALLOWANCE 500 GPM SPRINKLER SYSTEM 1456.0 GPM DEMAND PRESSURE 86.3 PSI CALC FILE: Sales Grid.sdf • • • HEAD LEGEND REAR EXTERIOR WALL - 30° DOWNTURN NEW 5" STORZ WITH 4" CH CK VALVE- GLU-LAM OR BEAM MODEL #SWG 20 ALL THREAD ROD N-- HANGER RING SAMMY SIDEWINDER HANGER TYPE S NTS RISER SECTION A- ALARM VALVE RISER A- FLOW SWTICH RISER - DRY PIPE RISER F01 - DELUGE/P.A. RISER - FIRE DEPARTMENT CONNECTION - WATER MOTOR GONG - ELECTRIC BELL --a- - FLEXIBLE GROOVED COUPLING a - RIGID GROOVED COUPLING - THREADED PIPE COUPLING - CONTROL VALVE - CHECK VALVE PIPE HANGER (SEE CHART) - PIPE HANGER (SEE CHART) 1 - PIPE SIZE & LENGTH 9-0 1 PIPE SIZE & LENGTH(CUT) (8-10) - HYDRAULIC NODE A.A AFF ELEVATION DATUM - CENTERLINE OF PIPE TO DECK rzA 'nits sysrEm ri THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED L -I HYDRAUUCALLY DESIGNED U -HOOK "L" ROD SPRINKLER TYPE MFG MODEL SYMBOL ORIFICE FINISH CANOPY TEMP QTY FLOW TEST STATIC 135 psi RESIDUAL 115 psi GPM FLOWING 2906 gpm DATE & TIME COACH SCREW ROD TOGGLE NUT UPRIGHT TYCO ELO-231 BRASS 11.2 349 "C" CLAMP HDI -P RECESSED PENDENT TYCO TY -FRB • CHROME CHROME 5.6 36 TOP BEAM CLAMP W/ STRAP WEDGE ANCHOR DRY PENDENT TYCO DS -1 • 1" CHROME CHROME 5.6 13 EYE ROD RECESSED PENDENT TYCO TY -FRB CHROME CHROME 5.6 SYSTEM DESIGN FLUSH SHELL S20 SAMMY SUPER SCREW (GST20) REMOTE AREA XX DENSITY XX MAX. AREA/HEAD K -FACTOR XX CEILING FLANGE SX SIDE BEAM BRACKET TRAPEZE "J" BOLT UNISTRUT POST SHORT CLIP TOTAL THIS SHEET 399 - (E) 10" UNDERGROUND SCOPE OF WORK: 1. REMOVE (E) SPRINKLER SYSTEM BACK TO 10" RISER AND INSTALL NEW SYSTEM FROM 10" FLANGE. 2. PLAN SUBMITTAL TO AND APPROVAL BY CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND CITY OF TUKVVILA. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBIMY OF THE OWNER AND/OR HIS STRUCTURAL. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. RESPONSIBIMY OF THE OWNER AND/OR HIS STRUCTURAL. CONSTRUCTION NOTES: 1. ALL WET SYSTEM PIPING TO BE SCHD 10 AND SCHD 40. 2. ALL NEW FITTINGS TO BE THREADED DUCTILE IRON AND GROOVED FITTINGS. 3. ARMOVERS LONGER THAN V-0" SHALL HAVE A HANGER (PRESSURES EXCEED 100 PSI). 4. TYPICAL HANGER TO BE A TOP BEAM CLAMP (UNO). 5. DESIGN TO BE AS FOLLOWS: MISCELANEOUS STORAGE OF CLASS IV OR GROUP A PLASTICS EXPOSED UNEXPANDED AND EXPANDED IN A RACK UP TO AND INCLUDING 12'-0" HIGH. DESIGN DENSITY BASED ON NFPA #13 2007 TABLE 13.2.1 EXTRA HAZARD .40/2500 SQ FT. ROOF DECK TO BE NO HIGHER THAN 17'-0" PER NFPA #13. 6. RISER NIPPLES TO BE 2" x 1'-6" (TYP). t 30° DOWNTURN 1014 North Street Sumner, WA 98390 (253) 826-0099 GLU-LAM OR BEAIVI MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S20 NTS 4" CHECK VALVE FDC SECTION PROJECT: Michaels 17686 Southcenter Parkway Tukwila, WA 98188 POST BASE iPOWERSTRUT 809 -KVVIK BOLT 1/2" X 0'-3" - CONCRETE WALL NUT & WASHER z --ALL THREAD ROD UNISTRUT POST HANGER RING HANGER TYPE U NTS VICINITY MAP SCALE: NTS CONTRACT WITH: Bobby Castle Construction 519 Tradesmen's Park Drive Hutto, Texas 78634 Phone: (512) 846-1998 Fax: (512) 759-2763 DESIGNER: Seibert PARCEL#-xxx PERMIT#-xxx DATE: January 28, 2008 SCALE: As Noted HAZARD: As Noted AHJ: City of Tukwila JOB # 1886 SHEET # 0 CONTRACTOR: Bobby Castle Construction 1/30/2008 8:32:43 AM ATRIOT FIRE PROTECTION NAME Cool? (..1.5 A DESIGN INFORMATION SHEET LOCATION PA 2 K wA y BUILDING Su R� CEIJTFA - 2707 70TH AVENUE EAST TACOMA, WA 98424 TEL (253) 926-2290 FAX (253) 922-6150 DATE % 5/9le CONTRACTOR CALCULATED BY M Ag -\t t 'fZ-C 4L CONSTRUCTION: AL COMBUSTIBLE OCCUPANCY 12- El -Pr e— SYSTEM NO CONTRACT NO 4 l - o •7 73 DRAWING NO ❑ NON-COMBUSTIBLE CEILING HEIGHT 2t)' II$-)( FT CL -OAR • 1 '7'141pa SYSTEM DESIGN ❑ NFPA 13: ❑ NFPA 231 ❑ OTHER (Specify) L SPECIFIC RULING ❑ LT. HAZ. ❑ NFPA 231C: .17/3ovo ORD. HAZ. GP. 0 1 0 2 0 EX. HAZ. FIGURE ; CURVE MADE BY 1..l S R 13 DATE AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE 3600 sf. 17 Jwv:es 1 `37) 600 CALCULATION SUMMARY SYSTEM TYPE I. WET 0 DRY 0 DELUGE 0 PRE -ACTION SPRINKLER OR NOZZLE MAKE 4E14. MODEL -A SIZE '/v - K -FACTOR S . G TEMPERATURE RATING 21 2 0 GPM REQUIRED 7 33 PSI REQUIRED % 1 • 4" AT BASE OF RISER "C" FACTOR USED: OVERHEAD 1 - o UNDERGROUND 14 O WATER SUPPLY WATER FLOW TEST DATE&TIME 7i1Z /9S STATIC PSI ► 4- S RESIDUAL PSI 7el- GPM FLOWING ELEVATION 4 - PUMP DATA RATED CAPACITY AT PSI ELEVATION LOCATION S• 17 O ma"- s 0.i T14 C. E J )1 4t PIC w y SOURCE OF INFORMATION /S X a TANK OR RESERVOIR CAPACITY eQ ELEVATION WELL PR • : FLOW GPM o(' COMMODITY STORAGE OMMODITY CLASS STORA ' c AREA STORAGE METHOD: SOLID 0 ❑ SINGLE ROW 0 CONVENTIONAL P ❑ DOUBLE ROW 0 SLAVE P ❑ MULTIPLE ROW PALLET LOCATION IDTH RACK % ❑ AUTOMATIC STORAGE 0 ENCAPSULATED ❑ S• * HELVING ❑ NON - O OPEN ENCAPSULATED E SPACING IN INCHES GITUDINAL TRANSVERSE CLEARANCE FROM TOP • •RAGE TO CEILING FT IN. HORIZONTAL BARRIERS PROVIDED SPOKANE, WA OFFICE TEL (509) 926-3428 FAX (509) 926-3708 PATRIFP099CF VANCOUVER, WA OFFICE TEL (360) 699-4403 FAX (360) 699-4485 0 0 CONTRACT NO.------- ............... - ------ l � ,- +11��11 `. 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UM MNMI MI 'Nm MN MONNE WA MEMIMPOmmill ._,_. . - `, mYY■�Y■■�-••� OrYM■L■■ Y#/Y■Y Y■■/N■Y■/■M/■■■Y I ftWl�n�uul Tn`N M ' 'I ud11w1m1Memmi r Wilmumemmsm .....I.M■NM.NN■ NW..■u z 0 U LAJO cca cc ame-Address o Pro•ert I ti —,T �-i I 1 0 0 e ISd - 3t1fISS3tid a 0 0 SUBMITTAL SERIAL NO:2454H-09 COMP USA .17/3000 11-0766 07-15-98 PAGE 1 FLOW TEST RESULTS STATIC 145.00 PSI RESIDUAL AT 4586.0 GPM 74.00 PSI PRESSURE AVAILABLE AT 1483.4 GPM 136.20 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 101 34.14 19.27 5.60 37.17 102 33.68 19.27 5.60 36.16 103 33.55 19.27 5.60 35.89 104 29.58 19.27 5.60 27.91 105 28.37 19.27 5.60 25.66 106 27.42 19.27 5.60 23.98 107 25.11 19.27 5.60 20.11 108 23.37 19.27 5.60 17.42 109 21.07 19.27 5.60 14.15 110 19.52 19.27 5.60 12.14 111 17.89 14.82 5.60 10.20 112 16.36 14.82 5.60 8.53 113 15.93 14.82 5.60 8.10 114 30.33 19.27 5.60 29.33 115 27.22 19.27 5.60 23.62 116 24.71 19.27 5.60 19.48 117 22.78 19.27 5.60 16.55 118 21.37 19.27 5.60 14.57 119 19.59 19.27 5.60 12.24 120 18.94 15.41 5.60 11.44 121 18.55 15.41 5.60 10.97 122 18.42 15.41 5.60 10.82 123 30.05 19.27 5.60 28.80 124 26.77 19.27 5.60 22.86 125 24.07 19.27 5.60 18.48 126 22.59 14.82 5.60 16.27 127 22.13 19.27 5.60 15.62 128 21.13 19.27 5.60 14.23 129 20.01 19.27 5.60 12.77 130 19.47 19.27 5.60 12.09 131 19.27 19.27 5.60 11.84 SUBMITTAL. SERIAL NO:2454H-09 COMP USA .17/3000 11-0766 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 1 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 733.40 GPM 150.00 GPM 600.00 GPM 1,483.40 GPM 81.84 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.011 PSI MAXIMUM VELOCITY IN PIPES 23.35 FPS 07-15-98 PAGE 2 SUBMITTAL. SERIAL NO:2454H-09 COMP USA .17/3000 11-0766 07-15-98 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 130 131 Q 19.27 1.452 L 10.00 0.0249 PT 11.84 (131) F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 0.25 129 130DQ 19.47 1.542 L 10.00 0.0677 PT 12.09 (130) Q 38.74 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PV 0.68 128 129DQ 20.0.1 1.542 L 10.00 0.1463 PT 12.77 (129) Q 58.75 F=0 F 0.00 PE 0.0.0 BN C120 T 10.00 PF 1.46 127 128DQ 21.13 1.752 L 10.00 0.1387 PT 14.23 (128) Q 79.88 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 1.39 126 127DQ 22.13 1.752 L 3.00 0.2181 PT 15.62 (127) Q 102.01 F=0 F 0.00 PE 0.00 BN C120 T 3.00 PF 0.65 125 126DQ 22.59 1.752 L 7.00 0.3157 PT 16.27 (126) Q 124.60 F=0 F 0.00 PE 0.00 BN C120 T 7.00 PF 2.21 124 125DQ 24.07 1.752 L 10.00 0.4378 PT 18.48 (125) Q 148.67 F=0 F 0.00 PE 0.00 Bt+ C120 T 10.00 PF 4.38 123 124DQ 26.77 1.752 L 10.00 0.5947 PT 22.86 (124) Q 175.44 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 5.95 12 123DQ 30.05 2.154 L 5.00 0.2914 PT 28.81 (123) Q 205.50 F=T F 12.00 PE 0.00 BN C120 T 17.00 PF 4.95 8 12 7 8 Q 205.50 Q 205.50 121 122 Q 18.42 2.154 L 2.29 0.2914 PT 33.76 ( 12) F=T F 12.00 PE 0.99 NR C120 T 14.29 PF 4.16 4.352 L 11.33 0.0095 PT 38.91 F=0 F 0.00 PE 0.13 NC C120 T 11.33 PF 0.11 PT 39.15 1.452 L 6.50 0.0230 PT 10.82 (122) F=0 F 0.00 PE 0.00 BN C120 T 6.50 PF 0.15 SUBMITTAL, SERIAL NO:2454H-09 COMP USA .17/3000 11-0766 FROM TO 07-15-98 PAGE 4 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 120 121DQ 18.55 1.542 L 7.50 0.0621 PT 10.97 (121) Q 36.97 F=0 F 0.00 PE 0.00 BN C120 T 7.50 PF 0.47 119 120DQ 18.94 1.542 L 6.00 0.1335 PT 11.44 (120) Q 55.91 F=0 F 0.00 PE 0.00 BN C120 T 6.00 PF 0.80 118 119DQ 19.59 1.542 L 10.00 0.2328 PT 12.24 (119) Q 75.50 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 2.33 117 118DQ 21.37 1.752 L 10.00 0.1982 PT 14.57 (118) Q 96.88 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 1.98 116 117DQ 22.78 1.752 L 10.00 0.2930 PT 16.55 (117) Q 119.66 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 2.93 115 116DQ 24.71 1.752 L 10.00 0.4146 PT 19.48 (116) Q 144.37 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 4.15 114 115DQ 27.22 1.752 L 10.00 0.5707 PT 23.63 (115) Q 171.59 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 5.71 11 114DQ 30.33 2.154 Q 201.91 L 5.00 0.2820 PT 29.34 (114) F=T F 12.00 PE 0.00 BN C120 T 17.00 PF 4.79 7 11 2.154 L 2.29 0.2820 PT 34.13 ( 11) Q 201.91 F=T F 12.00 PE 0.99 NR C120 T 14.29 PF 4.03 6 7DQ 205.50 4.352 L 11.33 0.0336 PT 39.15 ( 7) Q 407.41 F=0 F 0.00 PE 0.13 NC C120 T 11.33 PF 0.38 PT 39.66 112 113 1.104 Q 15.93 14 112DQ 16.36 1.104 Q 32.29 1.104 Q 17.89 ( 6) L 6.50 0.0666 PT 8.10 (113) F=0 F 0.00 PE 0.00 BN C120 T 6.50 PF 0.43 L 4.50 0.2461 PT 8.53 (112) F=T,E F 9.00 PE 0.00 BN C120 T 13.50 PF 3.32 PT 11.85 ( 14) L 11.00 0.0825 PT 10.20 (111) F=T,E F 9.00 PE 0.00 BN C120 T 20.00 PF 1.65 SURMITTAL SERIAL NO.2454H-Q9 COMP USA .17/3000 11-0766 07-15-98 PAG 5 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/ FT PSI 110 14DQ 32.29 1.452 T. Q 50.18 F=0 F BN C120 T 2.00 0.1465 PT 11,85 ( 14) 0.00 PE 0.00 2.00 PF 0.29 109 110DQ 19.52 1.542 L 10.00 0.2007 PT 12.14 (110) Q 69.69 F=0 F 0.00 PE 0.00 BN 0120 T 10.00 PP 2.01 108 109DQ 21.07 1.542 L 10.00 0.3272 PT 14.15 (109) Q (10.76 F=0 F n_00 PE n.nn BN C120 T 10.00 PF 3.27 107 108DQ 23.37 1.752 L 10.00 0.2684 PT 17.42 (108) Q 114.13 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 2.68 106 107DQ 25.11 1.752 L 10.00 n .7n7p nm 20 .1V ( J. 1 Q 139.24 F=0 F 0.00 PE 0.00 BN 0120 T 10.00 PF 3.88 105 106DQ 27.42 2.227 L 10.00 0.1681 PT 23.98 (106) Q 166.67 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 1.68 104 105DQ 28.37 2.227 L 10.00 0.2249 PT 25.66 (105) Q 195.03 F=0 F 0.00 PE 0.00 BM C120 T 10.00 PF 2.25 10 104DQ 29.58 2.154 L 5.00 0.3435 PT 27.91 (104) Q 224.62 F=T F 12.00 PE 0.00 BN C120 T 17.00 PF 5.84 6 10 2.154 L 2.29 0.3435 PT 33.75 ( 10) Q 224.62 F=T F 12.00 PE 0.99 NR C120 T 14.29 PF 4.91 5 6DQ 407.41 4.352 L 11.33 0.0758 PT 39.65 ( 6) Q 632.03 F=0 F 0.00 PE 0.13 NC C120 T 11.33 PF 0.86 PT 40.64 ( 5) 102 103 1.752 L 10.00 0.0279 PT 35.89 (103) Q 33.55 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 0.28 101 102DQ 33.68 1.752 L 10.00 0.1008 PT 36.17 (102) Q 67.22 F=0 F 0.00 PE 0.00 BN C120 T 10.00 PF 1.01 9 101DQ 34.14 2.154 L 5.00 0.0788 PT 37.18 (101) Q 101.37 F=T F 12.00 PE 0.00 BN C120 T 17.00 PF 1.34 SUBMITTAL SERIAL N0:2454H-09 COMP USA .17/3000 11-0766 07-15-98 PAGE 6 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 5 9 2.154 L 2.29 0.0788 PT 38.52 ( 9) Q 101.37 F=T F 12.00 PE 0.99 NR C120 T 14.29 PF 1.13 4 5DQ 632.03 4.352 L 37.50 0.0998 PT 40.64 ( 5) Q 733.40 F=0 F 0.00 PE 0.43 NC C120 T 37.50 PF 3.74 3 4 1 3 Q 733.40 Q 733.40 4.352 L 89.83 0.0998 PT 44.81 ( 4) F=0 F 0.00 PE 0.97 NC C120 T 89.83 PF 8.97 4.352 L 79.75 0.0998 PT 54.75 ( 3) F=GV,3E F 34.00 PE 5.29 FR C120 T 113.75 PF 11.35 0 1DQ 150.00 8.270 L 35.00 0.0046 PT 71.39 ( 1) Q 883.40 F=T,GV,E F 71.00 PE 9.96 UN C140 T 106.00 PF 0.49 COMMENT: LOSS FOR DDCVA IS SHOWN AS ELEVATION PRESSURE AVAILABLE AT NODE 0 AT 1483.4 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.011 PSI MAXIMUM VELOCITY IN PIPES 23.35 FPS PT 81.84 ( 0) 136.2 PSI • , dl, Jul 16 09'39 39 1998 143 4 1 F FALF' M1 i -� f ill •A a F 10" WT - '1 'I i 4 • \NE F' k4J 1 .,. l ; 1 0 -10" WT " • t 1316 77' • ,- e"ancetrpj trstL F▪ ' z ; J . vpan y shown thereon Fontshed o*+. V ��+ c.ceptance T g comments rotate exclusively to the relative c c t. on fro Insurance rates as determined under s 7 have been fled wdh and approved y I r aro not to be construed as bearing in of r e Gate" has been cxercoscd with rc properti It 15 r. r ,.Q,OUBLE _ CHECK VL,V rt - i. VtF i Mr,, RIQ 15 as NuA 1.1141 J. . ^Ct a 3 .10 111 11 r1111.11111, 1011111. • 8" WT 265 66' m R, 10" WT 1 ' WM f,. 6"RL -4 8" 1 6" RELOCATE FH ASSEMBLY CONN TO EXIST 8 FP p/VLT VLT WM 288.28' VLTrn t Vu 1,741, 6" 6” _ 8" WT - 0 N 01'08'35"-E , V i0' wr O Q 1 , RELOCATED FH ASSEMBLY J 2 5' 50 LF -6" FP It CONN TO EXIST. 8" FP w/ 90' ELBOW r It =13"08'08" 01 1 0 L7 O 7 5' 90' BEND I � , 6"RL 04 43 LF-10"FP 10 LF-10"FP -H M 90' BEND 1 INSTALL 10" TEE INSTALL 10" GV 152' CONN TO O 10"x6' REDUCER 10 LF-6"FP RELOCATED FH ASSEMBLY W/ BOLLARDS (2) 65±' ca EXIST FH TO BE RELOCATED \90' BEND 38 LF-6"FP 1115 -INSTALL 6" PIV 2' MIN FROM FACE OF CURB 00 4' 1 11 0 C1 INSTALL 10x10x8 TEE 11' 90' BEND INSTALL 8" GV V 139 LF -10"F 11-0777 268 LF-10"FP 204 LF -OF STEEL CASING PER DET SEE SHT C1.2 INSTALL 10 GV 37 L F-10"FP/ CONN TO EXIST 10" FP RELOCATE$ FH ASSEMBLY SOU THCEN TER ..44,4.4rmr VLT VLT f 01'08'35" t E1=1 li + L pKWY 4.4441 o Wm 288 LF -6" FP • r 1 11-:: C CONN TO 101110 71 LF -6"S EXIST. FP S=0 0100 '',. o --10" WT -------1 i CONN TO EXIST 10"FP t INSTALL 10" PIV .4 N 01'12'25" E EXIST. 10"FP _ ,( MOM.. MOW 401 II 19'± Ij co co 0 R M L "WT d 10" It,I .1 I_ hA C=.1 �..,.0 1 IY. O p 10" WT CONN TO EXIST 10"FP AND 8" GATE VALVE 10 LF-8"FP 8" 6" REDUCER 8"x8"x6" TEE 6"x4" REDUCER 9 27 LF-4"FP INSTALL 25 LF-4"FP BEND 01 1 WI ITY ATE SPRINT 11-0777 ' BEND daj T 2N:co :/jEXISI:TT 1s11/410"DD6W P W L 11 14 1j, 41 now woo woo ow. ACCEPTED Without Comments ( !] As Noted to Red 0 Per The Attached Letter These pians have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the I adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date' 0 By. c 5"e 2-- TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No._C and exact address for shut= down or restoration approval. ctg 11111.11. 4 MI 4411 41,0 011 EIZP A 13 ▪ 4„N,,1 fN I e HANGER LEGEND COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND P PIPE -0 -LET SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE "JD 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND CC SPRINKLER ORIFICE SIZES AND TYPE 4. SPRAY SPRAY T71 SIDEWAL DRY TYPE 1461 3/4' rci 44 44 411) 14 1" STATE CERTIFICATION TEMP RATING XX 165' 350' APPROVAL REQUIRED WS&RB CITY OF TUKWILA , '1 1)40 ° 1'7 \ - -1- c/A SPRINKLER HEADS USED STH MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH rusii TEMP OTT, TOTAL QUALITY CONTROL BY PETE DATE 7/15/98 APPROvED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL mATERIAL AND EOUiPmENT TO BE KY/ ANO Ul. LISTED OR Fir APPROVED 2 PIPING DiNENSIONS ARE CENTER 10 CENTER EXCEPT RISERS AND DImENSIONS SHOWN THUSLY (1-6) wHiCH APE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE wiTH repot PAIAPHLET 140 1 3, APPLICABLE EDITION 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANcE wiTH 5 PIPING SHALL BE IN ACCORDANCE IwITH NFPA PAL4PHLET 140 3, APPLICABLE EDITION , 6 JOINiNG OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE 7. OWNER TO PROVIDE ADEQUATE NEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER ALL WIRING OF ELECTRICAL DEvicES OF REQUIRED) TO BE PROVIDED SYSTEM TO PREvENT WATER IN PIPES FROm FREEZING RRF'sSPIPE & EOUIPLIENT OF REQUIRED) TO BE PROVIDED 10 FURIONO OF PIPE k EQUIPmENT OF REQUIRED) TO BE PROvIDED BY OTHERS F LOW TEST STATC 145 PSI RESI UAL 74 PSI 4586 GPM LFOLDCVTION S 170TH & SvLOTU,10 QAT 7/12/95 fi DERGROUND NOTES 1. STE\ Pt,AN IS FOR INFORMATION ONLY. 'ALL" U,G. WORK IS' BY OTHERS. PATRIOT START POINT IS AT 8" FLANGEONSIDE BUILDING 2. 11.. U.G. PIPING IS TO BE RESTRAIINED, F USHED, AND TESTED IN ACCORDANCE AITH NFRA #13 AND #24. 3. MINIMUM COVER IS 36' BELOW GRADE. tRRIG MET FIRE PROTECTION SITE PLAN 0 1- 44. 11 pagMnragTh rvir-71°--ED) DESIGN CRITERIA 1. HYDRAULIC DESIGN IS IN ACCORDANCE WITH NFPA #13 AND WS&RB REQUIREMENTS — .17/3000. 10 PIPE NOTES 1. THREADED PIPING IS ALLIED 'XL'. WELDED PIPING 't 6" DIAMETER AND LARGER IS AWED SCH. 10, 4" AND SMALLER IS AWED 'SUPER-FLO'. REVISIONS 140 DATE BY DESCRIPTION tt CONTRACT WiTH SIERRA CONSTRUCTION 16715 NE 79th ST. REDMOND. WA ' PROJECT NAME PARKWAY SUPERCENTER BLDG. 2 SOUTHCENTER PARKWAY TUKWILA, WA FILE FIRE PROTECTION 2707 70TH AVENUE E. TACOMA, WA 98424 TEL (253) 926..2290 DESIGNER MARK METZGER SHEET DATE 7/15/98 11-0773 F p /1 1 r 444 411 4 1' 18 18.2? 481-111 1451-9" 48'--i" 81-111 f I II 12.-6" t -GRID 36'-1 1/2" 31'-5 1/2" 17'-2" AIWANIir �rir� 4 4 19-1'/240 � ,. y 4 29T ' I , . r 2 1/p . ., 1'/2 L • , IL 1/2 1 a 11/8 a V t 3 0 2-2.1/2 7-6'' - a 7 0 1 -1.1/ 6-0.1 -1'1/ I 1 I 11/4': 1 1/2a 6-0/ 11111 tIA a: 7"6' NI II 3-0 I ; 11/2 0-6; 112 7 1 11/2 3-81)` 2-i1`2 1 • 1 •-11 V2 114 8-0 1,1E 11 h},. .,...,c .ln -- 4-0(i tl �.......�, _,a. 112 ,� 1'/2 _ 1 2 1/ 1 4- 1'/4 -51/2 134 11/4 "9 8-0 . 11/2 8-Q 111/2 44- ,-4- ,. I 1 .-I�f 2 V2 ar 1 .. .. 11/2 ...a V2 2 -51h -01 15- 11/2 !la 6-01/2 ` /2- 43' ' ...' -1I0•It`2T C$I (UG E0. T. I.-. 1. i ",t! f" 1 ...kr._ a 4 4/4.: y_d. 11/41 1 1/4 r,: • u.orny us -2 ri 12r Ck7 1;:s: TABLE 5 - I: CURRENT LOAD WORKSHEET DEVICE # OF DEVICES (TIMES) CURRENT PER (MAX. ALLOWED) DEVICE*1 5207 1 X Alarmm : /5 0 A*2 = TOTAL TOTAL STANDBY ALARM CURRENT CURRENT X Standby: 120 mA = 120 rnA 5210 Zone Expander 0‘ X 40 rnA = 485rniir--4 40-ntirc 5230 Annunciator (7 max.) X Standby: 60 mA X Alarm: 120 mA 4180 Status Display Module 1 o rnA 1 2t.Z) rnA X Standby: 20 mA = I -20-ntA OJ X Alarm: 140 rnA 5220 Senes Type Master Box X 15 mA 15.m:= 5255 On -Site Printer (no longer available) 40 rnA =1 5260 Printer Interface 25 mA = 1 2-atA- 5521 Desk Too Programmer X .30-rnA 30 mA 30-mA SMOKE DETECTORS (Refer to device manual for current ratinas.) (See section 5.3 for max. # per l000.) Standby: X Alarm: mA X Standby: A ( X Alarm: rnA X Standby: rnA 4 rriA 1 • • ••• Alarm: mA SOUNDING DEVICES (Refer to device manual for current ratings.)*3 (4 max.) uh4rif24/404, Alarm: 4 --',rnA c - X Alarm: /03 rrA = mA X Alarm: mA = mA Alarm: mA mA ADDITIONAL DEVICES NOT LISTED ABOVE Standby: mA X Alarm: rrA X Standby: rnA X Alarm: mA X Standby: rnA Alarm: mA mA SO rriA I 82amA TOTAL CURRENT RATINGS OF ALL DEVICES IN SYSTEM 1 STANDBY J ALARM *NOTE 1: if only one current rating is listed, the draw for that device is the same whether the system is in alarm or standby condition. The exception is the sounding devices. See NOTE 3. *NOTE 2: The alarm current draw for the 5207 ControllCommunicator will vary from approximately 20 mA to 700 mA, depending on how the system is configured. You will need to measure the current draw for your installation arc write the amount in the space on the worksheet. Connect an AC amp meter in series with one of the batteries. Disconnect the AC power source. Put the pane! in alarm. The meter will indicate the alarm current. *NOTE 3: Sounding devices are rated for alarm current only. Standby current is 0 mA. Revised 3/93 14 TABLE 5 -1I: MAXIMUM BATTERY STANDBY LOAD RECHARGEABLE BATTERY SIZE MAXIMUM LOAD FOR 24 HOURS OF STANDBY TIME AND 5 MINUTES OF ALARM TIME *MAXIMUM LOAD FOR 60 -HOUR STANDBY, 5 -MINUTE ALARM 17 AH 675 mA 275 mA * Required for NFPA 72 Auxiliary Protective Signaling Systems for Fire Alarm Service (City Box) and Remote Station' Protective Signaling Systems (Polarity Reversal). TABLE 5 - III: BATTERY CALCULATIONS You can use this table to determine the battery amp hour rating needed for your Installation. TOTAL STANDBY CURRENT TOTAL ALARM CURRENT A B D E F Total supervisory current from Table 5-1. Number of standby hours (24 for NFPA 72, Chapters 6 and 9; 60 for NFPA 72, Chapters 7-8) Multiply Unes A and B Total alarm current from Table 5-1. Alarm sounding period in hours. (For example, 5 minutes = .084 hours.) Multiply Lines D and E leo 24 - 4,32 oa8 G H Add Unes C and F Multiply Line G by 1.2 (Total ampere/hours required*) *Use next size battery with capacity greater than required. 4(3139 5.2 15 Revised 11/93 e1` i J :.a 4 j I 1-r 1 1' II . t1 1 Y _ f vve 1 • '-' 1)1r -Fez-P/1'5 5 L I I L r I/< t t E Arc:- - 0 I Y r 1 / 22 X 34 PRINTED ON NO f0001.1 CLEARPRINT • • 4 ACCEPTED RWITHOUT COMMENTS AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will v31.1 this acceptance and will require a resubmittal of revised drawings Final acceptance is subject to field inspection by a representative of this departrt ent DATE j �,��,__ BY CITY OF TUKWILA 575 4407 TUKWILA FIRE DEPARTMENT Please call 575.4407 and give this job No1 and exact address for shut. down or restoration approval. NNI I ,t I 1 1 I I 1 1 111 LP, j 1E -Cf AW2 si,eee&-s tvh - _ F --V._ CY i - I L- 1r- _ I fit ! J J ., i s I � rFILE' rc�c_I' JAN 3 1;,:5 t 7 4C� S`_`! t r 1 4 D SCALE - j TY DATE I_7 APPROVED BY DRAWN BY ) i.J�1 REVISED ll HT 1 1\ L f \l • DRAWING NUMBER Nk n =PJ I 1 i 1 4TTr1� to, rip 1 it t -4- 1 (i { !) f+N t• 1 1 I tip) 1 J f? MEM W Rl.L ;s; OPEN TO 10OF EXIST UPRIGHT CovERA GE OTE: SHt,DE0 WALLS IDEMoTE Wii! E' EX Nb F ootz 7a 1 0GF Ii Er 4 t �E1.J Ta 17_00F - MIT 1#Q - ....:°,t 1t 9 -r t l '1 - 1 1 -1# 4% ---tib 1 I F)EsT 4" 1 1 1 1 Qo1 1 1 1 031 0 0 0 41 2114 td - r 1 -4 I Al A LL 4 BO taw 116 1 1(04 • GENEIV1/21 NOTE: SoLli) LINES DENoTE NEW '1711:7m16 FUU_ 147 WALLS DENicyreD 34e _SI-IADEM WALLS 77) MEET' CLOC-_- AlE\AT LIPE Ohl HEAD 4 ACCEPTED la -WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTAC-IED LETTER The drawings affixed hereto have boon reviewed and accepted by the City of Tukwila Fire Dept. Aiditions, dlqations or revisions to tlese cirdwin3s af gr this date will void t$11.3 occepturna an will Final acceptance is subject to field - inspection by a representative of this department 575 -4407 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job trilkton or restoration approval. YM' SPRINKLER DESCRIPTION - tIZE *TEM ()TY 0 :VIKING MOD M CHR REC PENDENT 1550 68 0 VIKING MOD M BRASS UPRIGHT /2 2120 4 TOTAL _SOUTHCENTER PARKWAY TUKWILA WASHINGTON I 72 FIRE PROTECTION 11021 CRALIE.R RD. K.P.N. TRIN'.FP101DK GIG HARBOR. WA 98335 PHONE 857-5222 DATE:11 3094 RE SHEET 1- OF P"DSl r vPg14 I .. W/ L"PL.LG, rve Dtzop TY x t�-1 c -s • FLA, t/41_,` c,"' l-, SCNOCnt FELn5 • i -1Z is SITE PLAN 0 yc.k. Le. PrsclFtc-t ttZ :.P?: CTt:i.I: )1VG. rU RN.vvr".7_ ?_- rpt.:v6;s AND kZI Z- PF.mD TUKWILA FIRE JEPARTMENT Please call: 575-4407 and give this job No. in( —1%O and exact address for shut= down or restoration approval. PACIFIC F PROS E.C1--10 til DJC 70,"ge,)( 75E3 14.0r3Utz,4 V\JA , 9g071 (7-0Crr) 0454 SC:HOEI\IFELDS PAP \ p\Y PLP.ZA, TUKWILA WA" AUT% SP\«6-?Z- °✓ 7 AVE) . Taro IDE i,i ti , . SooTH CEN -TE -k 131 R Jct.() xl y /7,!) 5, c, POA/2( 114-00 Ex S 1 N I -Lo E. E Fu ajd_r_U 1,45, DR.opoo-r cei/6/1,_ , , A t-.5 o ()Rol' OcirCt-ic../w41 Typ ( i PSCI.L_Sic E 1,4 F 4-4 4 'E -115T Pipe is_Stze, r Pak 7q,-& 3-6,3 wrrl4 r4.4 5 -Fog: rift o Re p P sperzs, g_Em o_VE_ s PRi_,NIK4.E1,Z5 o_M_S FF, i3ed PROP _ (1-.5EN FELD ..! U ''''' . n • -.- 1 L., .2, (42 (I) 0 ..1:fr3 ...... .,• -546 -I) st -0 C -= — CD -C3 1- = lo (I) -r-N -T.1 Q_ U) al 1— — .`1. fp .i.... . uin ... o ..., , ..._ •- e. ..,- 1Y-; 0 r•-• z„_-: co . , . ,.., : CD .,..... ca c_.) • ; c r: 0 1- ...• >- Lc) ,,,3 n) 4- ....• -0 C 03 °I)(1) T3 Q. 42 7"5 (-147 4-'(7 ..›.0 4-• 1 0 ..7 • C C Cal.-) V) .6 W ta:s. -0M 1-1--- .0C —> CO- CD8 'c--)--- ,a'c ,. c..) , (n— rs • —. .s— 4'1 _c • > a) a) -5 L._ .4-.4 (1) " 0 .0 9•1,-- so -7. si=r CO I TYP. EVISED MS (1) czs CI a_ CT (3.) 'a`j' Ifi APR 2 0 1988 II Fi kE TEcno 753 08UR1V •?.3 1'1400 Ex I57/u� . L'►E'N �c %fOL�Iiv F. D FJ tZ t ; • , ' lb; V6; if 0 Pi 10 C 1. f E r } ! A tIoY6 bROP rvTCt-/N �i y �- f i !o KJflEW .SGHoElelFELD O_lE4 aX I S TLThLA. _S. P I IV K L ER 5_ 1 N Low oor� P�yGii o Low f i s (o rz c ye p k r1 c. 130(/E PROP C6/4 1 N4 t T5de _— �` YpRoP4 1\iew SPK2 5 _N w KE u S c y o e N i= E LI) The ,revie, ,I WITHJ'T t 1 1?iNTS. I ..I) to have-- been P :RdT 41- bA D L'El9.E t or e C Oe rawft w:ti et)e.0 t€� hauechieeme 9/41 4- i i14Ki�yf PYr � ,�� lbafiese T 1 IYPoC,trstl;s'dgk§gyere O O' TUKWILA FIRE DEPARTMENt Please call: 575.4407 and Dive this job No. 08ii —Ol 7 and t addess exacrtor down or restoration aPprQvcl. A"' "-e4 Z-Q-0Le ,/I ‘.74, (2 6../z Es �� sfa//a iL pat) `i�-e T gYbrtRra. ng apprO4ditarsr4 rv+b9�is date will require a resua: hili vi r vise) Jr. wings F' 1 accF;T .�QrWT1.1''5S-t9.:.i?14.-. in ' ok-' re,it-Se rita'tirie art -ft' dep.;rtmen- DATE: . BY: CITY OF TUKWILA 575-4407 o f ric FIRE rR oT5c ; la iJ SNc • 8 r • ASSOCIATION rr w w z z w 2 0 L3 t+. L• 1 0 U. 0 3_ La rr. n 0 uJ J r a U.1 r a 0 3 u3 0 0 } i .:over+ OWLrVv _C 3P t TIP+~ ~P CLIP t, '1"LO/4 �,. NAILS II Z I , iz. I tit 7-- ,N -0 r 41-0The !.• J AS NOTED The drawings affixed hereto have Been reviewed and accepted as meeting or exceeding minimum requirements of the C'ty of Tukwila Fire Dept., Bureau of Fire Prevention. Additions or revisions to these drawings after this date shall not be corlsskuedd as AK lei approved or CITY OF TU 19V A BUREAU OF FIRE ' `EVENT!ON V/ /N4`Ti�z'rZ`N/Z- WITH 41 401 GN 'one CANOPIeS IECEOVE m4 91983 D COSCO ARE PROTECTION Zurn Industries, Inc„ Seattle, Ali ‘11I1 IZ1jRIJ a step ahead o! tomorrow ZURN INDUSTRIES, INC. COSCO FIRE PROTECTION DIV. 10910 117TH PL. N.E. KIRKLAND, WA, U.S.A. 98033 f`, x 1-0 7YP l3) NA NGEIZ if it I 0/1 O '6 0-9 r • 11) D/ 14 f c,:-00,Pc �f L Mg" CT KEN SCHDIuFElP rt2NJ7iJRE PARKWAY PLAZA NORTH TtKW/LA , UM 511 Til __� �6 7 lC� 1 � X3 • 3" 33 Fl Re SPK , A LTel'A 77 ON 5 / ,oF / OMA NI 72 5 1101 ADDS CITY