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PP - 556 SOUTHCENTER MALL - OAKLEY - PERMITS AND PLANS
556 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-294 08-S-284 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Oakley 556 Southcenter Mall Permit No.: 08-S-284 Date: June 5, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods 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'h 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. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY WATER SUPPLY DATA SOURCE NODE TAG SRC STATIC PRESS. (PSI) 140.0 RESID. PRESS. (PSI) FLOW AVAIL. TOTAL PRESS. @ DEMAND (GPM) (PSI) (GPM) REQ'D PRESS. (PSI) 20.0 10900.0 138.8 900.1 90.3 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) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 S1 S2 S3 S4 S5 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 10.0 10.0 10.0 13.0 13.0 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 900.1 GPM 250.0 GPM 255.5 GPM 394.6 GPM PRESSURE (PSI) 27.5 27.7 30.3 33.6 23.2 27.4 24.0 28.4 25.1 29.6 26.6 31.4 32.8 34.4 34.7 34.7 35.4 35.4 35.4 35.4 35.6 35.6 35.6 36.0 27.1 26.0 26.4 28.5 31.5 DISCHARGE (GPM) 29.1 28.6 28.8 29.9 31.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S6 12.5 K= 5.60 21.6 26.0 S7 15.0 K= 5.60 22.0 26.3 S8 12.5 K= 5.60 22.4 26.5 S9 15.0 K= 5.60 22.8 26.7 S10 12.5 K= 5.60 23.2 27.0 S11 15.0 K= 5.60 23.8 27.3 S12 12.5 K= 5.60 24.8 27.9 S13 15.0 K= 5.60 25.3 28.1 S14 12.5 K= 5.60 30.7 31.0 S15 15.0 - - - - 32.7 - - - S16 12.5 35.7 S17 15.0 34.7 S18 12.5 36.4 S19 15.0 35.3 S20 12.5 36.4 S21 15.0 35.3 S22 13.6 36.2 S23 13.6 36.2 S24 13.6 36.2 S25 10.0 - - - - 38.1 - - - M1 14.8 HOSE STREAM 34.2 255.5 M2 14.8 - - - - 34.6 - - - M3 14.8 35.4 M4 14.8 35.6 M5 14.8 36.0 6067 1.9 - - - - 87.2 5696 1.9 87.2 6021 1.9 87.4 6176 5.7 - - - - 85.9 - - - SRC -4.0 SOURCE 90.3 650.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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 -29.1 1.049 PL 5.58 PF 2.5 S1 10.0 5.6 27.1 29.1 10.8 120 FTG 2E PE -2.1 1 14.8 0.0 27.5 0.0 0.261 TL 9.58 PV Pipe: 2 -28.6 1.049 PL 7.91 PF 3.8 S2 10.0 5.6 26.0 28.6 10.6 120 FTG ET PE -2.1 2 14.8 0.0 27.7 0.0 0.252 TL 14.91 PV Pipe: 3 -28.8 1.049 PL 6.41 PF 3.4 S3 10.0 5.6 26.4 28.8 10.7 120 FTG ET PE -2.1 2 14.8 0.0 27.7 0.0 0.255 TL 13.41 PV Pipe: 4 -29.9 1.049 PL 2.58 PF 2.6 S4 13.0 5.6 28.5 29.9 11.1 120 FTG ET PE -0.8 3 14.8 0.0 30.3 0.0 0.273 TL 9.58 PV Pipe: 5 -31.4 1.049 PL 2.58 PF 2.9 S5 13.0 5.6 31.5 31.4 11.7 120 FTG ET PE -0.8 4 14.8 0.0 33.6 0.0 0.300 TL 9.58 PV Pipe: 6 -26.0 1.049 PL 3.58 PF 2.7 S6 12.5 5.6 21.6 26.0 9.7 120 FTG 2ET PE -1.0 5 14.8 0.0 23.2 0.0 0.211 TL 12.58 PV Pipe: 7 -26.3 1.049 PL 0.17 PF 1.1 S7 15.0 5.6 22.0 26.3 9.8 120 FTG T PE 0.1 5 14.8 0.0 23.2 0.0 0.216 TL 5.17 PV Pipe: 8 -52.3 1.049 PL 0.50 PF 4.2 5 14.8 0.0 23.2 0.0 19.4 120 FTG T PE 0.0 6 14.8 0.0 27.4 0.0 0.770 TL 5.50 PV Pipe: 9 -26.5 1.049 PL 3.00 PF 2.6 S8 12.5 5.6 22.4 26.5 9.8 120 FTG 2ET PE -1.0 7 14.8 0.0 24.0 0.0 0.219 TL 12.00 PV Pipe: 10 -26.7 1.049 PL 0.17 PF 1.1 S9 15.0 5.6 22.8 26.7 9.9 120 FTG T PE 0.1 7 14.8 0.0 24.0 0.0 0.222 TL 5.17 PV Pipe: 11 -53.2 1.049 PL 0.50 PF 4.4 7 14.8 0.0 24.0 0.0 19.8 120 FTG T PE 0.0 8 14.8 0.0 28.4 0.0 0.795 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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: 12 -27.0 1.049 PL 3.50 PF 2.8 S10 12.5 5.6 23.2 27.0 10.0 120 FTG 2ET PE -1.0 9 14.8 0.0 25.1 0.0 0.227 TL 12.50 PV Pipe: 13 -27.3 1.049 PL 0.17 PF 1.2 S11 15.0 5.6 23.8 27.3 10.1 120 FTG T PE 0.1 9 14.8 0.0 25.1 0.0 0.232 TL 5.17 PV Pipe: 14 -54.3 1.049 PL 0.50 PF 4.5 9 14.8 0.0 25.1 0.0 20.2 120 FTG T PE 0.0 10 14.8 0.0 29.6 0.0 0.826 TL 5.50 PV Pipe: 15 -27.9 1.049 PL 2.92 PF 2.9 S12 12.5 5.6 24.8 27.9 10.3 120 FTG 2ET PE -1.0 11 14.8 0.0 26.6 0.0 0.240 TL 11.92 PV Pipe: 16 -28.1 1.049 PL 0.17 PF 1.3 S13 15.0 5.6 25.3 28.1 10.4 120 FTG T PE 0.1 11 14.8 0.0 26.6 0.0 0.245 TL 5.17 PV Pipe: 17 -56.0 1.049 PL 0.50 PF 4.8 11 14.8 0.0 26.6 0.0 20.8 120 FTG T PE 0.0 12 14.8 0.0 31.4 0.0 0.874 TL 5.50 PV Pipe: 18 -31.0 1.049 PL 3.58 PF 3.1 S14 12.5 5.6 30.7 31.0 11.5 120 FTG ET PE -1.0 13 14.8 0.0 32.8 0.0 0.293 TL 10.58 PV Pipe: 19 0.0 1.049 PL 0.17 PF 0.0 S15 15.0 0.0 32.7 0.0 0.0 120 FTG T PE 0.1 13 14.8 0.0 32.8 0.0 0.000 TL 5.17 PV Pipe: 20 -31.0 1.049 PL 0.50 PF 1.6 13 14.8 0.0 32.8 0.0 11.5 120 FTG T PE 0.0 14 14.8 0.0 34.4 0.0 0.293 TL 5.50 PV Pipe: 21 0.0 1.049 PL 3.00 PF 0.0 S16 12.5 0.0 35.7 0.0 0.0 120 FTG 2ET PE -1.0 15 14.8 0.0 34.7 0.0 0.000 TL 12.00 PV Pipe: 22 0.0 1.049 PL 0.17 PF 0.0 S17 15.0 0.0 34.7 0.0 0.0 120 FTG T PE 0.1 15 14.8 0.0 34.7 0.0 0.000 TL 5.17 PV Pipe: 23 0.0 1.049 PL 0.50 PF 0.0 15 14.8 0.0 34.7 0.0 0.0 120 FTG T PE 0.0 16 14.8 0.0 34.7 0.0 0.000 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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: 24 0.0 1.049 PL 2.50 PF 0.0 S18 12.5 0.0 36.4 0.0 0.0 120 FTG 2ET PE -1.0 17 14.8 0.0 35.4 0.0 0.000 TL 11.50 PV Pipe: 25 0.0 1.049 PL 0.17 PF 0.0 S19 15.0 0.0 35.3 0.0 0.0 120 FTG T PE 0.1 17 14.8 0.0 35.4 0.0 0.000 TL 5.17 PV Pipe: 26 0.0 1.049 PL 0.50 PF 0.0 17 14.8 0.0 35.4 0.0 0.0 120 FTG T PE 0.0 18 14.8 0.0 35.4 0.0 0.000 TL 5.50 PV Pipe: 27 0.0 1.049 PL 2.92 PF 0.0 S20 12.5 0.0 36.4 0.0 0.0 120 FTG 2ET PE -1.0 19 14.8 0.0 35.4 0.0 0.000 TL, 11.92 PV Pipe: 28 0.0 1.049 PL 0.17 PF 0.0 S21 15.0 0.0 35.3 0.0 0.0 120 FTG T PE 0.1 19 14.8 0.0 35.4 0.0 0.000 TL 5.17 PV Pipe: 29 0.0 1.049 PL 0.50 PF 0.0 19 14.8 0.0 35.4 0.0 0.0 120 FTG T PE 0.0 20 14.8 0.0 35.4 0.0 0.000 TL 5.50 PV Pipe: 30 0.0 1.049 PL 4.33 PF 0.0 S22 13.6 0.0 36.2 0.0 0.0 120 FTG 2E PE -0.5 21 14.8 0.0 35.6 0.0 0.000 TL 8.33 PV Pipe: 31 0.0 1.049 PL 4.17 PF 0.0 S23 13.6 0.0 36.2 0.0 0.0 120 FTG ET PE -0.5 22 14.8 0.0 35.6 0.0 0.000 TL 11.17 PV Pipe: 32 0.0 1.049 PL 4.17 PF 0.0 S24 13.6 0.0 36.2 0.0 0.0 120 FTG ET PE -0.5 23 14.8 0.0 35.6 0.0 0.000 TL 11.17 PV Pipe: 33 0.0 1.049 PL 5.73 PF 0.0 S25 10.0 0.0 38.1 0.0 0.0 120 FTG 2E PE -2.1 24 14.8 0.0 36.0 0.0 0.000 TL 9.73 PV Pipe: 34 -29.1 1.610 PL 6.92 PF 0.2 1 14.8 0.0 27.5 0.0 4.6 120 FTG ---- PE 0.0 2 14.8 0.0 27.7 0.0 0.032 TL 6.92 PV Pipe: 35 -86.5 1.610 PL 10.71 PF 2.6 2 14.8 0.0 27.7 0.0 13.6 120 FTG ---- PE 0.0 3 14.8 0.0 30.3 0.0 0.242 TL 10.71 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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: 36 -116.4 1.610 PL 1.29 PF 3.9 3 14.8 0.0 30.3 0.0 18.3 120 FTG T PE 0.0 M1 14.8 H.S. 34.2 255.5 0.420 TL 9.29 PV Pipe: 37 -31.4 1.610 PL 8.71 PF 0.6 4 14.8 0.0 33.6 0.0 5.0 120 FTG T PE 0.0 M1 14.8 H.S. 34.2 255.5 0.037 TL 16.71 PV Pipe: 38 -52.3 1.610 PL 9.71 PF 0.9 6 14.8 0.0 27.4 0.0 8.2 120 FTG ---- PE 0.0 8 14.8 0.0 28.4 0.0 0.096 TL 9.71 PV Pipe: 39 -105.5 1.610 PL 9.71 PF 6.2 8 14.8 0.0 28.4 0.0 16.6 120 FTG T PE 0.0 M2 14.8 0.0 34.6 0.0 0.350 TL 17.71 PV Pipe: 40 -54.3 1.610 PL 9.71 PF 1.8 10 14.8 0.0 29.6 0.0 8.6 120 FTG T PE 0.0 12 14.8 0.0 31.4 0.0 0.103 TL 17.71 PV Pipe: 41 -110.3 1.610 PL 0.29 PF 3.2 12 14.8 0.0 31.4 0.0 17.4 120 FTG T PE 0.0 M2 14.8 0.0 34.6 0.0 0.380 TL 8.29 PV Pipe: 42 -31.0 1.610 PL 9.71 PF 0.4 14 14.8 0.0 34.4 0.0 4.9 120 FTG ---- PE 0.0 16 14.8 0.0 34.7 0.0 0.036 TL 9.71 PV Pipe: 43 -31.0 1.610 PL 9.71 PF 0.6 16 14.8 0.0 34.7 0.0 4.9 120 FTG T PE 0.0 M3 14.8 0.0 35.4 0.0 0.036 TL 17.71 PV Pipe: 44 0.0 1.610 PL 9.71 PF 0.0 18 14.8 0.0 35.4 0.0 0.0 120 FTG ---- PE 0.0 20 14.8 0.0 35.4 0.0 0.000 TL 9.71 PV Pipe: 45 0.0 1.610 PL 0.29 PF 0.0 20 14.8 0.0 35.4 0.0 0.0 120 FTG T PE 0.0 M3 14.8 0.0 35.4 0.0 0.000 TL 8.29 PV Pipe: 46 0.0 1.610 PL 9.58 PF 0.0 21 14.8 0.0 35.6 0.0 0.0 120 FTG ---- PE 0.0 22 14.8 0.0 35.6 0.0 0.000 TL 9.58 PV Pipe: 47 0.0 1.610 PL 8.00 PF 0.0 22 14.8 0.0 35.6 0.0 0.0 120 FTG ---- PE 0.0 23 14.8 0.0 35.6 0.0 0.000 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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: 48 0.0 1.610 PL 1.88 PF 0.0 23 14.8 0.0 35.6 0.0 0.0 120 FTG T PE 0.0 M4 14.8 0.0 35.6 0.0 0.000 TL 9.88 PV Pipe: 49 0.0 1.610 PL 9.42 PF 0.0 24 14.8 0.0 36.0 0.0 0.0 120 FTG T PE 0.0 M5 14.8 0.0 36.0 0.0 0.000 TL 17.42 PV Pipe: 50 -403.3 4.260 PL 10.00 PF 0.4 M1 14.8 H.S. 34.2 255.5 9.1 120 FTG ---- PE 0.0 M2 14.8 0.0 34.6 0.0 0.037 TL 10.00 PV Pipe: 51 -619.1 4.260 PL 10.00 PF 0.8 M2 14.8 0.0 34.6 0.0 13.9 120 FTG ---- PE 0.0 M3 14.8 0.0 35.4 0.0 0.081 TL 10.00 PV Pipe: 52 -650.1 4.260 PL 3.00 PF 0.3 M3 14.8 0.0 35.4 0.0 14.6 120 FTG ---- PE 0.0 M4 14.8 0.0 35.6 0.0 0.089 TL 3.00 PV Pipe: 53 -650.1 4.260 PL 4.12 PF 0.4 M4 14.8 0.0 35.6 0.0 14.6 120 FTG ---- PE 0.0 M5 14.8 0.0 36.0 0.0 0.089 TL 4.12 PV Pipe: 54 -650.1 4.260 PL 342.59 PF 45.6 M5 14.8 0.0 36.0 0.0 14.6 120 FTG 172.2 PE 5.6 6067 1.9 0.0 87.2 0.0 0.089 TL 514.79 PV Pipe: 55 -650.1 8.329 PL 1.50 PF 0.0 6067 1.9 0.0 87.2 0.0 3.8 120 FTG ---- PE 0.0 5696 1.9 0.0 87.2 0.0 0.003 TL 1.50 PV Pipe: 56 -650.1 8.329 PL 19.40 PF 0.2 5696 1.9 0.0 87.2 0.0 3.8 120 FTG 32.0 PE 0.0 6021 1.9 0.0 87.4 0.0 0.003 TL 51.40 PV Pipe: 57 -650.1 10.020 PL 20.17 PF 0.1 6021 1.9 0.0 87.4 0.0 2.6 120 FTG 67.0 PE -1.6 6176 5.7 0.0 85.9 0.0 0.001 TL 87.17 PV Pipe: 58 -650.1 10.400 PL 113.08 PF 0.2 6176 5.7 0.0 85.9 0.0 2.5 140 FTG 137.1 PE 4.2 SRC -4.0 SRCE 90.3 (N/A) 0.001 TL 250.18 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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 0.102 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.8 ft/sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 8.329 22.16 43.09 16.00 55.40 14.77 4.92 38.16 38.16 43.09 10.020 22.00 50.00 16.00 55.00 19.00 5.00 37.00 37.00 50.00 10.400 26.37 59.94 19.18 65.93 22.78 5.99 44.35 44.35 59.94 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 6.00 1.00 17.00 23.00 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 6.00 1.00 17.00 23.00 2.00 1.00 0.50 1.00 8.00 6.00 12.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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 H 4 I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 4.260 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 DATE: 6/2/2008 JOB TITLE: OAKLEY SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 C:\HASS79\OAKLEY.SDF E W v en 0) '-1 V U 1a • 0) r-1 • o TS Ulo Do•H C mm v)o art � 01 04 E ®W0) L:14 H @ LO Q H A,'d co u 0) Hw-,w 0 >1 -H • 0 N C!) C/) 1t CO > r,(1.)o H (N H O O 0 O 0 0 W V N H H Cry Q CDr=1 N O O O O O 0 O O O co ko V' W .a W m cn D 1=4W " a w -'-1 O 0 N 1 1 1 0 0 0 H H _0 m W O O N H 1 m 0 0 0 co O 0 W. 0 0 In V1 cp 0 O m m O O N N a o O a w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal WATER SUPPLY DATA SOURCE NODE TAG SRC STATIC PRESS. (PSI) 140.0 RESID. PRESS. (PSI) 20.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 10900.0 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) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 S1 S2 S3 S4 S5 S6 S7 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 10.0 12.5 15.0 12.5 15.0 13.6 10.0 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 AVAIL. PRESS. (PSI) TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 138.8 917.2 104.4 917.2 GPM 250.0 GPM 255.5 GPM 411.7 GPM PRESSURE (PSI) 35.1 29.5 35.1 31.5 37.6 43.6 31.1 31.2 26.7 32.1 29.9 35.9 44.0 43.9 44.4 44.4 44.8 44.8 45.3 47.8 47.8 47.8 47.8 47.8 47.8 28.6 22.7 28.0 24.3 30.0 34.5 25.6 DISCHARGE (GPM) 29.9 26.7 29.6 27.6 30.7 32.9 28.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S8 10.0 K= 5.60 25.1 28.1 S9 12.5 K= 5.60 21.6 26.0 S10 15.0 K= 5.60 25.3 28.2 Sib 12.5 K= 5.60 24.1 27.5 S12 15.0 K= 5.60 28.4 29.9 S13 13.6 K= 5.60 34.8 33.1 S14 13.0 K= 5.60 35.3 33.3 S15 12.5 - - - - 45.4 - - - S16 15.0 44.4 S17 12.5 45.8 S18 15.0 44.8 S19 13.6 45.8 S20 13.0 48.6 S21 12.5 48.9 S22 15.0 47.8 S23 12.5 48.9 S24 15.0 47.8 S25 10.0 - - - - 49.9 - - - M1 14.8 HOSE STREAM 44.0 255.5 M2 14.8 44.4 - - - M3 14.8 45.3 M4 14.8 47.8 XM1 14.8 47.8 XM2 14.8 47.8 6067 1.9 101.3 5696 1.9 101.3 6021 1.9 101.5 6176 5.7 - - - - 100.0 - - - SRC -4.0 SOURCE 104.4 667.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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 -29.9 1.049 PL 27.46 PF 8.6 S1 10.0 5.6 28.6 29.9 11.1 120 FTG 2E PE -2.1 1 14.8 0.0 35.1 0.0 0.274 TL 31.46 PV Pipe: 2 -26.7 1.049 PL 26.08 PF 7.8 S2 12.5 5.6 22.7 26.7 9.9 120 FTG 2ET PE -1.0 2 14.8 0.0 29.5 0.0 0.222 TL 35.08 PV Pipe: 3 -29.6 1.049 PL 0.17 PF 1.4 S3 15.0 5.6 28.0 29.6 11.0 120 FTG T PE 0.1 2 14.8 0.0 29.5 0.0 0.269 TL 5.17 PV Pipe: 4 -56.3 1.049 PL 1.42 PF 5.7 2 14.8 0.0 29.5 0.0 20.9 120 FTG T PE 0.0 3 14.8 0.0 35.1 0.0 0.883 TL 6.42 PV Pipe: 5 -27.6 1.049 PL 26.08 PF 8.3 S4 12.5 5.6 24.3 27.6 10.2 120 FTG 2ET PE -1.0 4 14.8 0.0 31.5 0.0 0.236 TL 35.08 PV Pipe: 6 -30.7 1.049 PL 0.17 PF 1.5 S5 15.0 5.6 30.0 30.7 11.4 120 FTG T PE 0.1 4 14.8 0.0 31.5 0.0 0.287 TL 5.17 PV Pipe: 7 -58.2 1.049 PL 1.42 PF 6.0 4 14.8 0.0 31.5 0.0 21.6 120 FTG T PE 0.0 5 14.8 0.0 37.6 0.0 0.940 TL 6.42 PV Pipe: 8 -32.9 1.049 PL 25.38 PF 9.6 S6 13.6 5.6 34.5 32.9 12.2 120 FTG 2E PE -0.5 6 14.8 0.0 43.6 0.0 0.327 TL 29.38 PV Pipe: 9 -28.3 1.049 PL 26.71 PF 7.6 S7 10.0 5.6 25.6 28.3 10.5 120 FTG 2E PE -2.1 7 14.8 0.0 31.1 0.0 0.248 TL 30.71 PV Pipe: 10 -28.1 1.049 PL 26.71 PF 8.2 S8 10.0 5.6 25.1 28.1 10.4 120 FTG ET PE -2.1 8 14.8 0.0 31.2 0.0 0.244 TL 33.71 PV Pipe: 11 -26.0 1.049 PL 24.00 PF 6.1 S9 12.5 5.6 21.6 26.0 9.7 120 FTG T PE -1.0 9 14.8 0.0 26.7 0.0 0.211 TL 29.00 PV Pipe: 12 -28.2 1.049 PL 0.17 PF 1.3 S10 15.0 5.6 25.3 28.2 10.5 120 FTG T PE 0.1 9 14.8 0.0 26.7 0.0 0.245 TL 5.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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 -54.2 1.049 PL 1.54 PF 5.4 9 14.8 0.0 26.7 0.0 20.1 120 FTG T PE 0.0 10 14.8 0.0 32.1 0.0 0.822 TL 6.54 PV Pipe: 14 -27.5 1.049 PL 24.00 PF 6.8 Sil 12.5 5.6 24.1 27.5 10.2 120 FTG T PE -1.0 11 14.8 0.0 29.9 0.0 0.234 TL 29.00 PV Pipe: 15 -29.9 1.049 PL 0.17 PF 1.4 S12 15.0 5.6 28.4 29.9 11.1 120 FTG T PE 0.1 11 14.8 0.0 29.9 0.0 0.273 TL 5.17 PV Pipe: 16 -57.4 1.049 PL 1.54 PF 6.0 11 14.8 0.0 29.9 0.0 21.3 120 FTG T PE 0.0 12 14.8 0.0 35.9 0.0 0.914 TL 6.54 PV Pipe: 17 -33.1 1.049 PL 25.33 PF 9.7 S13 13.6 5.6 34.8 33.1 12.3 120 FTG 2E PE -0.5 13 14.8 0.0 44.0 0.0 0.330 TL 29.33 PV Pipe: 18 -33.3 1.049 PL 24.00 PF 9.4 S14 13.0 5.6 35.3 33.3 12.4 120 FTG 2E PE -0.8 14 14.8 0.0 43.9 0.0 0.334 TL 28.00 PV Pipe: 19 0.0 1.049 PL 24.00 PF 0.0 S15 12.5 0.0 45.4 0.0 0.0 120 FTG 2ET PE -1.0 15 14.8 0.0 44.4 0.0 0.000 TL 33.00 PV Pipe: 20 0.0 1.049 PL 0.17 PF 0.0 S16 15.0 0.0 44.4 0.0 0.0 120 FTG T PE 0.1 15 14.8 0.0 44.4 0.0 0.000 TL 5.17 PV Pipe: 21 0.0 1.049 PL 1.58 PF 0.0 15 14.8 0.0 44.4 0.0 0.0 120 FTG T PE 0.0 16 14.8 0.0 44.4 0.0 0.000 TL 6.58 PV Pipe: 22 0.0 1.049 PL 24.00 PF 0.0 S17 12.5 0.0 45.8 0.0 0.0 120 FTG 2ET PE -1.0 17 14.8 0.0 44.8 0.0 0.000 TL 33.00 PV Pipe: 23 0.0 1.049 PL 0.17 PF 0.0 S18 15.0 0.0 44.8 0.0 0.0 120 FTG E PE 0.1 17 14.8 0.0 44.8 0.0 0.000 TL 2.17 PV Pipe: 24 0.0 1.049 PL 1.58 PF 0.0 17 14.8 0.0 44.8 0.0 0.0 120 FTG T PE 0.0 18 14.8 0.0 44.8 0.0 0.000 TL 6.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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: 25 0.0 1.049 PL 24.00 PF 0.0 S19 13.6 0.0 45.8 0.0 0.0 120 FTG 2E PE -0.5 19 14.8 0.0 45.3 0.0 0.000 TL 28.00 PV Pipe: 26 0.0 1.049 PL 28.13 PF 0.0 S20 13.0 0.0 48.6 0.0 0.0 120 FTG 3E PE -0.8 20 14.8 0.0 47.8 0.0 0.000 TL 34.13 PV Pipe: 27 0.0 1.049 PL 24.00 PF 0.0 S21 12.5 0.0 48.9 0.0 0.0 120 FTG 2ET PE -1.0 21 14.8 0.0 47.8 0.0 0.000 TL 33.00 PV Pipe: 28 0.0 1.049 PL 0.17 PF 0.0 S22 15.0 0.0 47.8 0.0 0.0 120 FTG T PE 0.1 21 14.8 0.0 47.8 0.0 0.000 TL 5.17 PV Pipe: 30 0.0 1.049 PL 1.42 PF 0.0 21 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 22 14.8 0.0 47.8 0.0 0.000 TL 6.42 PV Pipe: 31 0.0 1.049 PL 24.00 PF 0.0 S23 12.5 0.0 48.9 0.0 0.0 120 FTG 2ET PE -1.0 23 14.8 0.0 47.8 0.0 0.000 TL 33.00 PV Pipe: 32 0.0 1.049 PL 0.17 PF 0.0 S24 15.0 0.0 47.8 0.0 0.0 120 FTG T PE 0.1 23 14.8 0.0 47.8 0.0 0.000 TL 5.17 PV Pipe: 33 0.0 1.049 PL 1.42 PF 0.0 23 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 24 14.8 0.0 47.8 0.0 0.000 TL 6.42 PV Pipe: 33A 0.0 1.049 PL 27.00 PF 0.0 S25 10.0 0.0 49.9 0.0 0.0 120 FTG 2E PE -2.1 25 14.8 0.0 47.8 0.0 0.000 TL 31.00 PV Pipe: 34 -29.9 1.610 PL 1.61 PF 0.1 1 14.8 0.0 35.1 0.0 4.7 120 FTG ---- PE 0.0 3 14.8 0.0 35.1 0.0 0.034 TL 1.61 PV Pipe: 35 -86.2 1.610 PL 10.00 PF 2.4 3 14.8 0.0 35.1 0.0 13.6 120 FTG ---- PE 0.0 5 14.8 0.0 37.6 0.0 0.241 TL 10.00 PV Pipe: 36 -144.5 1.610 PL 2.33 PF 6.5 5 14.8 0.0 37.6 0.0 22.8 120 FTG T PE 0.0 M1 14.8 H.S. 44.0 255.5 0.627 TL 10.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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: 37 -32.9 1.610 PL 3.25 PF 0.5 6 14.8 0.0 43.6 0.0 5.2 120 FTG T PE 0.0 M1 14.8 H.S. 44.0 255.5 0.041 TL 11.25 PV Pipe: 38 -28.3 1.610 PL 5.17 PF 0.2 7 14.8 0.0 31.1 0.0 4.5 120 FTG ---- PE 0.0 8 14.8 0.0 31.2 0.0 0.031 TL 5.17 PV Pipe: 39 -56.4 1.610 PL 7.42 PF 0.8 8 14.8 0.0 31.2 0.0 8.9 120 FTG ---- PE 0.0 10 14.8 0.0 32.1 0.0 0.110 TL 7.42 PV Pipe: 40 -110.6 1.610 PL 10.00 PF 3.8 10 14.8 0.0 32.1 0.0 17.4 120 FTG ---- PE 0.0 12 14.8 0.0 35.9 0.0 0.382 TL 10.00 PV Pipe: 41 -167.9 1.610 PL 2.33 PF 8.5 12 14.8 0.0 35.9 0.0 26.5 120 FTG T PE 0.0 M2 14.8 0.0 44.4 0.0 0.828 TL 10.33 PV Pipe: 43 -33.1 1.610 PL 3.08 PF 0.5 13 14.8 0.0 44.0 0.0 5.2 120 FTG T PE 0.0 M2 14.8 0.0 44.4 0.0 0.041 TL 11.08 PV Pipe: 44 -33.3 1.610 PL 12.67 PF 0.5 14 14.8 0.0 43.9 0.0 5.2 120 FTG ---- PE 0.0 16 14.8 0.0 44.4 0.0 0.041 TL 12.67 PV Pipe: 45 -33.3 1.610 PL 10.00 PF 0.4 16 14.8 0.0 44.4 0.0 5.2 120 FTG ---- PE 0.0 18 14.8 0.0 44.8 0.0 0.041 TL 10.00 PV Pipe: 46 -33.3 1.610 PL 2.33 PF 0.4 18 14.8 0.0 44.8 0.0 5.2 120 FTG T PE 0.0 M3 14.8 0.0 45.3 0.0 0.041 TL 10.33 PV Pipe: 47 0.0 1.610 PL 3.08 PF 0.0 19 14.8 0.0 45.3 0.0 0.0 120 FTG T PE 0.0 M3 14.8 0.0 45.3 0.0 0.000 TL 11.08 PV Pipe: 48 0.0 1.610 PL 12.67 PF 0.0 20 14.8 0.0 47.8 0.0 0.0 120 FTG ---- PE 0.0 22 14.8 0.0 47.8 0.0 0.000 TL 12.67 PV Pipe: 49 0.0 1.610 PL 10.00 PF 0.0 22 14.8 0.0 47.8 0.0 0.0 120 FTG ---- PE 0.0 24 14.8 0.0 47.8 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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: 49A 0.0 1.610 PL 1.50 PF 0.0 24 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 M4 14.8 0.0 47.8 0.0 0.000 TL 9.50 PV Pipe: 49B 0.0 1.610 PL 3.75 PF 0.0 25 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 M4 14.8 0.0 47.8 0.0 0.000 TL 11.75 PV Pipe: 50 -432.9 4.260 PL 9.58 PF 0.4 M1 14.8 H.S. 44.0 255.5 9.7 120 FTG ---- PE 0.0 M2 14.8 0.0 44.4 0.0 0.042 TL 9.58 PV Pipe: 51 -633.9 4.260 PL 9.96 PF 0.8 M2 14.8 0.0 44.4 0.0 14.3 120 FTG ---- PE 0.0 M3 14.8 0.0 45.3 0.0 0.085 TL 9.96 PV Pipe: 52 -667.1 4.260 PL 1.42 PF 2.6 M3 14.8 0.0 45.3 0.0 15.0 120 FTG T PE 0.0 XM2 14.8 0.0 47.8 0.0 0.093 TL 27.72 PV Pipe: 52A 0.0 4.260 PL 11.29 PF 0.0 M4 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 XM1 14.8 0.0 47.8 0.0 0.000 TL 37.59 PV Pipe: 53 0.0 4.260 PL 0.83 PF 0.0 XM1 14.8 0.0 47.8 0.0 0.0 120 FTG ---- PE 0.0 XM2 14.8 0.0 47.8 0.0 0.000 TL 0.83 PV Pipe: 54 -667.1 4.260 PL 342.59 PF 47.8 XM2 14.8 0.0 47.8 0.0 15.0 120 FTG 172.2 PE 5.6 6067 1.9 0.0 101.3 0.0 0.093 TL 514.79 PV Pipe: 55 -667.1 8.329 PL 1.50 PF 0.0 6067 1.9 0.0 101.3 0.0 3.9 120 FTG ---- PE 0.0 5696 1.9 0.0 101.3 0.0 0.004 TL 1.50 PV Pipe: 56 -667.1 8.329 PL 19.40 PF 0.2 5696 1.9 0.0 101.3 0.0 3.9 120 FTG 32.0 PE 0.0 6021 1.9 0.0 101.5 0.0 0.004 TL 51.40 PV Pipe: 57 -667.1 10.020 PL 20.17 PF 0.1 6021 1.9 0.0 101.5 0.0 2.7 120 FTG 67.0 PE -1.6 6176 5.7 0.0 100.0 0.0 0.001 TL 87.17 PV Pipe: 58 -667.2 10.400 PL 113.08 PF 0.2 6176 5.7 0.0 100.0 0.0 2.5 140 FTG 137.1 PE 4.2 SRC -4.0 SRCE 104.4 (N/A) 0.001 TL 250.18 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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 0.003 gpm and a maximum imbalance at any node of 0.187 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.5 ft/sec at pipe 41. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 8.329 22.16 43.09 16.00 55.40 14.77 4.92 38.16 38.16 43.09 10.020 22.00 50.00 16.00 55.00 19.00 5.00 37.00 37.00 50.00 10.400 26.37 59.94 19.18 65.93 22.78 5.99 44.35 44.35 59.94 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 ChkVly 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 H Q I S U V W 22/Ell 11gEll Couplg FM90E1 FM45E1 FMTee FMRunT 4.260 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 DATE: 7/14/2008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal a a> > 0 • N NOV r S4 r >,V o C O u) Ol u) • 01 a rt 01 al SS -1 @ a) @ Q N oH a k m Q •• 2 a Ti a U N W 3 a) i O C7 r- � co 0 co -1 W --i • mm rx., a m a)ro• O M N O r1 CL H AC W Av CO P4 0 0 O N r-1 N 0 0 N 0 0 0 0 0 o 0 0 0 0 N 0 M l0 ,f' CD f< 5 0W a fx 41 cn cn D R: W — 01 CO -H -- 0 0 N 0 0 ( 0 0 o H H 0 0 —� a t` O H 0 0 0 U) 0 0 .41 0 0 M 0 0 N N O a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal WATER SUPPLY CURVE 1 \ 1 \ I \ 108+ \ X \ 1 \ 1 \ P 96+ \ R 1 \ E 1 \ S I S 84+ U 1 R I E 1 72+ ( 1 P 1 S 1 I 60+ 1 1 1 48+ 1 1 1 36+ 1 1 1 24+ 1 1 1 12+ \ \ \ \ \ \ LEGEND \ \ \ \ \ \ \ \ \ \ \ 11 * <-20.0 psi @ 10900 gpm X = Required Water Supply Flow Test Point 104.38 psi @ 917.2 gpm " II 1 0 = Available Water Supply 1 138.77 psi @ 917.2 gpm 1 0++-+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) TOLCO FIG, 980 UNIVERSAL SWAY BRACE FITTING 1' SCH 4 TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TELCO PIPE CLAMP FIG. 4A (2IA' PIPE AND LARGER) FIG. 4 (2' PIPE AND SMALLER) LONGITUDINAL BRACE NTS ADJACENT TENANT D O Ithout Comments As Noted In Red Per The Attached Loper i nese plans have been reviewed by The Tukwila Fire Prevention Bureau ,r conroi n at;co firth currant city standards. Acceptance is {.,b;}.;::t to ci rors and Omissions which do i Tot authorize violations of adopted 1 standards and o: _ nr'::,;r. T(;.: re„tlontiin y for the adequacy o. a; , _. :.:F. 1U: tri.; designer. Additions, dei':' :0;:3 Of :>:b'Itii;: fl: k these diusPings atter this date will void I -.� uc �� ,,- _: .nd %,,,,;11 require a resubmittal of re.inoi Ui r,Pinl^Is for au:.scquFent approval. Final acceptance i. sct to fed test and inspection by I The Tukwila Fire Prevention Bureau. TOLCO FIG. 980 UNIVERSAL SWA BRACE FITTING Z. Syi. • ,.• •w,•. 1' SCH 4 TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TELCO FIG. PIPE CLAMP KWIK BOLT 45 DEG. MIN. LATERAL BRACE (2' PIPE & SMALLER) NTS —7/_O2// 5'-6"-- TOLCO FIG. 98 UNIVERSAL SWAY BRACE FITTING TOLCO FIG. 1001 FAST CLAMP 1' SCH 4 LATERAL BRACE IL' KWIK BOLT (2' PIPE & LARGER) NTS 10' 5'-0" ARGCO #3B OFFSET WHERE LENGTH OF ALL THREAD ROD EXCEEDS 1'-10' ADD SECOND RESTRAINT ADJACENT TENANT 3/8 X 3-1/2 LAG SCREW FOR WOOD 1/4' KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BARJ❑IST OR STEEL BEAM 3/8'x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT HANGER RING (UP TO 2' PIPE) LINE RESTRAINT DETAIL SYMBOL =X NOTE: 1) SPACE WITH IN 6' OF A HANGER EVERY 42'-0'. 2) BRACING PER NFPA-13(2007 ed,) SECTIONS 9.35.8.8, TABLE 9,3.5,8,8(c) AND 9.3.6-RESTAINT OF BRANCH LINES _...5,_32„ 21'_7„ 10'-0" 6' 32" I Co By: 41A SI fUKWILA FIRE DEPARTMENT Please call: 575-44.07, and give this job D -P -L__ o. aJ.lress for shut. .I. rest.,rotion aciorovai I-� [14' 1! II 6'--11 1 ofl FWIDRESSING R�UI O // 9 8 // 1 M1 ro21STOCKRCOM It'2 8 E3 0 CO 1 5” 11 9-83 1, H 0 15'-0' II 9=8 9/ 12// IM SALES AREA i II 0- 8 5' OUTLINE OF CLOUD 22 4'-22" 9-83 1`! OUTLINE OF CLOUD (BUNG I'2, 9=8 9=8 // ill 1-0 15'-0' 5) 8'-0" Weld stamps must be ,.De is paint ;ail:`fI i 39'-11" // --4'-1 -4/_1 3'-3' FIRE SPRINKLER PIPIN PLAN SCALE: 1/4"=r -O" ITO —,ICU TOLCO FIG. 65 C -CLAMP PIPE ROD SIZE DIA I' 3/8' I I/4' 3/8' I 112' 3/8' 2' 5/8' 21/2' 378' 3' 3/8' 4' 3/6' 6' 1/2' 8' I/2' RETAINER STRAP, NUT THREADED ROD HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 04/2001 r COSCO STANDARD HANGER I 2 TYPICAL HANGER LENGTH, 1' AND 111' PIPE=1'-7' (AT 16'-O' AFF ELEVATION) 1$' P1PE=1'-6)&' SEE PLAN FDR ALL OTHER LENGTHS uL HILTI KWIK BOLT TZ ANCHOR ICC REPORT #ESR -1917 MIN OF 3,000 PSI CONCRETE MIN 3 1/4' CONCRETE OVER MAX 3' METAL DECK 3/8' ANCHOR w/20# TORQUE: TENSION.395#, SHEAR=750# I/2' ANCHOR w/40# TORQUE: TENSION=440#,SHEAR=750# 1/2' MIN ROD COUPLING THREADED ROD PIPE ROD SIZE DIA I' 3/8' I.25' 3/8' 1.5' 3/8' 2' 3/8' 2.5' 3/8' 3' 3/8' 4' 3/8' 6' 1/2' 8' v2' BOLT LGTH 7' 7' 7' 7' 7' 7' 7' 7' 7' IMBED DEPTH 2 I/4' 2 I/4' 2 1/4' 2 /4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 04/2007 COSCO STANDARD HANGER I 13 MDLH HYDRAULIC DESIGN—REMOTE AREA OAKLEY - ENTIRE TENANT SPACE ORDINARY HAZARD GROUP 2 .20 GPM/1500 S.F. K=5.6 130 S.F. MAX. PER HEAD 12 SPRINKLERS DISCHARGING IN REMOTE AREA SYSTEM DEMAND: 900.1 GPM ® 90.3 PSI TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 - FOR 1" AND 1-1/4" PIPE AND HANGER TYPE 2 - FOR 1-1/2" AND 2" PIPE AND HANGER TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY OFIGURE 25 SURGE RESTRAINER FOR STEEL OR CPVC PLASTIC PIPE ToLeO FIRE SPRINKLER SYMBOL LEE \D C LONGITUDINAL SWAY BRACE LATERAL SWAY BRACE BRANCHLINE RESTRAINT PIPE HANGER PIPE ELEVATION AFTER FLOOR CEILING ELEVATION AFTER FLOOR HYDRAULIC NODE CONCEALED PENDENT SPRINKLER RECESSED SPRINKLER UPRIGHT SPRINKLER THIS SYSTEM RISER -T2 TYPICAL DROP TO SPRINKLER HEAD 1 1/2" BRANCHLINE "FLEXHEAD" FLEXABLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE ADJUSTABLE HUB MOUNTING BRACKET \ I---1' - 0'---I TYPICAL DROP TO SPRINKLER HEAD IN AC TILE CEILINGS ARMOVER DETAIL FOR SPRINKLERS ABOVE AND BELOW CLOUDED CEILING GENERAL NOTES 1. 2. 3, 5. 6. 7. 8. 9, 10. 11. 10. 11. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA FIRE DEPT. REQUIREMENTS. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. PIPE: ALL PIPE 2' AND LARGER TO BE SCHEDULE 40 BLACK STEEL. ALL PIPE 2h' AND LARGER TO BE SCHEDULE 10 BLACK STEEL. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE STAR BRAND DUCTILE IR❑N. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. ALL ELECTRICAL WIRING AND CONDIUT IS BY OTHERS. ALL WELDING TO CONFORM WITH AWS D10.9 AND WILL BE PERFORMED IN COSCO'S SHOP. IT IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER SYSTEMS HEATED TO A MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OF PIPES, OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE 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. 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 FIRE PROTECTION. UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PROVIDE COSCO WITH THE PROPER CERTIFICATE OF DOING SO BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE. SPRINKLER HEADS ARE DESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1- 1'). ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. WEST RISER ROOM -PLAN VIEW FILE COPY TENANT SPACE #566 CEILING KEY PLAN NO SCALE ii _v/an,n,rl 1C no"IoaJI.P. • /W&( ticlnh•.rmrr SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE NPT K -FACT. REUABLE MODEL G4A QR CONCEALED PENDENT • R5417 1/2' 1/2' 5.6 HEAD FINISH , BR PLATE FINISH TEMP. QUAN. WH 165° 14 RELIABLE MODEL F1FR QR PENDENT R3615 1/2' 1/2' 5.6 CH CH 155° 3 RELIABLE MODEL F1FR QR UPRIGHT 0 R3625 1/2' 1/2' 5.6 BR N/A 155° 8 APPROVALS BY: CITY OF TUKWILA TOTAL SPRINKLERS THIS SHEET 25 ..® 00 0 . ••® 0 0 0•. ••®0 00•• •off O • • I COSCO 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: COSCOFP1IONM OAKLEY _ -6�33SOUTHCENTER PKWY SUITE -566- 5. TUKWILA, WA. 2.;1 - - 2008 CONHRACT WITH: LAKEVIEW CONSTRUCTION INC. 10506 CORPORATE DRIVE, SUITE 200 PLEASANT PRAIRIE, WI. 93158 Tukwila Fire -�2(odz DRAWING TITLE FIRE SPRINKLER TENENT IMPROVEMENT /(7.z DATE : 05-31-08 SCALE : 1/4"=1'-Y' DRAWN BY : T.N.RHODES JOB 5KS7950 SHEET NO. 1 oft TELCO FIG. 980 UNIVERSAL SWAY BRACE FITTING . 1' SCH 4 TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING • KWIK BOLT 5 DEG. MIN. TELCO PIPE CLAMP FIG. 4A (2I' PIPE AND LARGER) FIG. 4 (2' PIPE AND SMALLER) LONGITUDINAL BRACE NTS 3 A, TOLCO FIG. 980 'UNIVERSAL_ SWA BRACE FITTING • TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING 1' SCH 4� At", TOLCO FIG. PIPE CLAMP KWIK BOLT 45 DEG. MIN. LATERAL BRACE (2' PIPE & SMALLER) NTS TOLCO FIG. 98 UNIVERSAL SWAY BRACE FITTING TOLCO FIG. 1001 FAST CLAMP t 1,r 7..6. le •. •',•t ' 1 N 1' SCH 4 ' KWIK BOLT LATERAL BRACE (2' PIPE &. LARGER) NTS .ARGCD #3B OFFSET 3/8 X 3-1/2 LAG SCREW FOR WOOD 1/4' KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BARJOIST OR STEEL BEAM 3/8'x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT WHERE LENGTH OF ALL THREAD ROD EXCEEDS 1'-10' ADD SECOND RESTRAINT LINE RESTRAINT DETAIL SYMBOL = 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 -IR- SPRINKLER PIPING PLAN SCALE: 1/4",11.0• � ALL PIPE LENGTHS SH -W\ ARE CUT .LE\GIHS REVISIONS NO. DESCRIPTION DATE BY RE.sUF51-tvr- AS-aV'LTs g eAttiALHaa•1U>45 SPRINKLER HEAD LEGEND : UL TOLCO FIG. 65 C -CLAMP PIPE. ROD SIZE DIA I' 3/8' 11/4' 3/8' 1 1/2' 3/8' 2 318• 2 1/2' 5/8' 3' 3/8' 4• . 3/8' 6' I/2' 8' 1/2' RETAINER STRAP, NUT THREADED ROD . HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 04/2001 r COSCO STANDARD HANGER I 2 TYPICAL HANGER LENGTH' 1' AND a, PIPE=1'-7' (AT 16'-0' AFF ELEVATION) 11&' PIPE=1'-6V SEE PLAN FOR ALL mat LENGTHS uL HILTI KWIK BOLT TZ ANCHOR ICC REPORT #ESR -I917 MIN OF 3.000 PSI CONCRETE MIN 3 I/4' CONCRETE OVER MAX 3' METAL DECK 3/8' ANCHOR W/20# TORQUE: TENSION-395#,SHEAR=750# 1/2' ANCHOR w/40# TORQUE: TENSION-440#.SHEAR=750# I!2' MIN N ROD COUPLING THREADED ROD PIPE ROD BOLT IMBED SIZE DIA LGTH DEPTH I' 3/8' 7' 21/4' 1.25' 3/8' 7' 2 I/4' 1.5' 3/8' 7' 21/4' 2'. 3/8' 7' 2 1/4' 2.5' 3/8' 7' 2 I/4' 3' 3/8' 7' 2 1/4' 4' 3/8' 7' 2 1/4' 6' I/2' 7' 2 1/4' 8' 1/2' . 7' 2 I/4• HILTI FIG LH OR TOLCO F G 200 • HANGER RING 0 04/2007 I COSCO STANDARD HANGER 113 MDLH TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 — FOR 1" AND 1-1/4" PIPE AND HANGER TYPE 2 - FOR 1-1/2" AND 2" PIPE AND HANGER TOLCO FIG: 25 IS DESIGNED TO BE USED ONLY • WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION. OR SEISMIC ACTIVITY . OFIGURE 25 SURGE RESTRAINER FOR STEEL OR CPVC PLASTIC PIPE 1QtG� =11Re SPRINKLER SYMBOL LEEND C [4'-100 • 0 LONGITUDINAL SWAY BRACE LATERAL SWAY BRACE BRANCHLINE RESTRAINT PIPE HANGER PIPE ELEVATION AFTER FLOOR CEILING ELEVATION AFTER FLOOR HYDRAULIC NODE CONCEALED PENDENT SPRINKLER RECESSED SPRINKLER . UPRIGHT SPRINKLER SYMBOL S/N ORIFICE NPT K -FACT. HEAD FINISH THIS SYSTEM 'RISER—T2 PLATE. FINISH TEMP. (GAN. REUABLE MODEL G4A QR CONCEALED PENDENT R5417 1/2' 1/2' 5.6 BR WH 165° 14 RELIABLE MODEL F1 FR QR PENDENT R3615 1/2' 1/2' 5.6 CH CH 155° 3 REUABLE MODEL FIFR QR UPRIGHT 0 R3625 1/2' 1/2' 5.6 BR N/A 155° 8 APPROVALS BY: CITY OF TUKWILA I TOTAL SPRINKLERS THIS SHEET 25 TYPICAL DROP TO SPRINKLER HEAD 1 1/2" BRANCHLINE "FLEXHEAD" FLEXABLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE ADJUSTABLE HUB MOUNTING BRACKET \\\ TYPICAL DROP TO SPRINKLER HEAD IN AC TI E CEILINGS ai O T CEILING i a EPTE Without Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fir Prevention Bureau for conformance with current city standards. Acceptance is 5uhic'ct to errors and omissions which do not authorize violations of adopted .. stanaaras and ordinances. The responsibility for the 1 adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings a' earl, this date will void this acceptance and will require a resubmittal of revised drawings for subsequent appr�V Final acceptance is subject to field test and Inspect The Tukwila Fir Prevention Burea . ARMOVER DETAIL FOR SPRINKLERS. ABOVE AND BELOW CLI' • CEILIIV l/"G" By: / •? 00 11.3i. GENERAL NOTES 8 i 1. 2. 3, 4, 5. 6._ 7. 8, 9. 10, 11, 10, 11. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA FIRE DEPT. REQUIREMENTS. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. PIPE' ALL PIPE 2' AND LARGER TO BE SCHEDULE 40 BLACK STEEL, ALL PIPE 2' AND LARGER TO BE SCHEDULE 10 BLACK STEEL, FITTINGS' ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE STAR BRAND DUCTILE IRON. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. ALL ELECTRICAL WIRING AND C❑NDIUT IS BY OTHERS. ALL WELDING TO CONFORM WITH AWS D10.9 AND WILL BE PERFORMED IN COSCO'S SHOP. IT IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER SYSTEMS HEATED TO A MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OF PIPES. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE 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, 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 FIRE PROTECTION, UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PROVIDE COSCO WITH THE PROPER CERTIFICATE OF DOING SO BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE. SPRINKLER . HEADS ARE DESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1- 1'). TUKWILA FIRE. DEPART►Y'c..Lxt Please call: 575'4407. and give this job ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. WEST RISER ROOM -PLAN VIEW i♦ i 0 ®O • ••® 00 e•• ••00•_• ••® 00O° • SCO 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 No. Ca -' Tod exact address for shut' itmf+ or restoration approval. z AS UIL Kai PLAN NO SCALE TENANT SPACE #556 MOT:� OAKLEY 633 SOUTHCENTER PKWY SUITE 556 TUKWILA, WA. W.,FR,li• LLC__ V.A"'!N P.AI. CONTRACT MIN: LAKEVIEW CONSTRUCTION INC. 10506 CORPORATE DRIVE, SUITE 200 PLEASANT PRAIRIE, WI. 93158 DRAWOIG TITLE FIRE SPRINKLER TENENT IMPROVEMENT DAIS: 05-31-08 SCALE : 1/4" = 1'-O' DRAWN BY : T.N.RHODES ADD SKS 7950 SHEET NO. 1 oft OAKLEY FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UV3E SHEET TITLE FA -01 SYSTEM I\FOIVATIO\ FA -02 TYPICAL DETAILS - WRI\G A\D V OU\TI\ G FA -03 FRE ALAa VI SYSTEM FLOO PLA\ FA -0 SYSTEfv CALCULATIONS (GENE AL), �ISE�, SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS , AREA TWO 600V #12 AWG THHN/THWN .244 O.D. ' .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. ..0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NEPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM. RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21.. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT: 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE. INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME. CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM' SEPARATION TO PREVENT PHYSICAL DAMAGE IS ' 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 `M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 1 2 3 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACK BOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD �Q LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE ®D DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC CW SIEMENS SET -MC -W SIEMENS SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 4S DEEP BOX W/ 1-1/21 EXT. 4S DEEP BOX W/ 1-1/2" EXT. CEILING 80" A.F.F. TO BOTTOM CEILING C FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -'CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM ❑L STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) Y C ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. SET -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) MR MULTI -VOLTAGE CONTROL RELAY SET -W SIEMENS SET -S17 -WP SIEMENS MR -201/C AIR PRODUCTS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM MT-SUR-BOX 1/2" PIPE VERIFY IN FIELD 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F. B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTI❑N BOX F.B.O. F.B.O. w. N/A VERIFY 1`rritt-17' A.F.F. ABOVE FINISHED FLOOR N/A r,.. F.B.O. FURNISHED BY OTHERS N/A NIA 6%. N/A CE PTS WithoutComments N/A N/A N/A APPLICABLE IN/ I-' ",As '� � N.Olea'In Red ", I-1 0 Per ThP attached Letter U.O.N. UNLESS OTHERWISE NOTED N/A N N t nese plans have been reviewed by The Tukwila hire Provcntion Bureau for conformance with current city WP WEATHERPROOF DEVICE N/A N tandards. AcceptangziiA subie3t to errors angit/A omissions which do not authorize violations of adopted The for the A cor Fir Cera RED AS BUILT ADD OR CHANGE N/A N stanaarcis and orthnancc3. rccponcibility dequacy of design reOeslotally with the desigwA Additions, deletions or revisions to these drawings atter to comn GREEN AS BUILT REMOVE N/A N this date will void tliis,acceptance and will require a esubmittal of revisedl teaNrings for subsequentIa proval. Te; ar Fa BLUE AS BUILT NOTES TO CAD N/A N Final acceptance is subject to field test and inspection by N/A he Tukwila Fire Pre4fit`on BureauI?oc 6 o s in a terr pate: 0 uy: = -) TUKWILA FIRE DEPARTW4g•►., Please call: 575.4402 and give this job No.0 and exact address for shuti ;gown or restoration approve& 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS [REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE m 0 M 0 to 2 CaCC( 1 coo J' - c0 C) w �p W 0 __I 2 wy ocn < Iz ¢ :D O� LL(oY NOTICE npleted, signed, Ti kwila I - Department Pre-test I icate must be prey ented the Inspector prio - to iencement of Acce)tance )ting of any Fire Alarm 1d Detection Systems. ilure of test will result Re -inspection Fee and rlination of the testing. RECEIVED JI4-0 TukIa Fire f."°9-1� Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved J SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/03/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: SHEET FA -01 J THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE DUCT DETECTOR LOCATION FROM XLS CONTROL PANEL OR r PREVIOUS ADDRESSABLE DEVIL 1 � END OF LINE DEVICE(3.6K 1/4W) O SUPERVISED SWITCH GROUND Nd— Lr) HTRI-R STATUS LED NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. O co o 0 coo N.O. COM N.C. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE L + NOTE 1' VOLTAGE MAX,— CURRENT MAX,— CONT. RES, MAX.— MAX. CABLE LENGTH— C CLINE TO LINE)— C CLINE TO SHIELD)— MAX, LINE SIZE— MIN, LINE SIZE - OUTLET SAMPLING TUBE INLET SAMPLING—\, TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE MUSIC QAC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE {(-) FROM XLS CONTROL PANEL ❑R�+) PREVIOUS ADDRESSABLE DEVICE U-) RELAY CONTACTS (4.OA @ 125VAC) - (4.OA @ 30VDC) 27 VDC 3,5 rIA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC. TO GUARANTEE DETECTION, 0 1_0 0 TB1 S a O O m 23456 HCP ma +( 654321 TB2 J 0 0 0 END OF LINE 1 DEVICE 7' o (3.6K 1/4W) SUPERVISED SWITCH GROUND / / / O O HTRI—D STATUS LED O. r CD 0�0 NOT USED END OF LINE DEVICE 3.6K 1/4W) O NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 0 GND N AC �rLi T T U LI PAD -3 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE \. UPERVISED SWITCH 2 NAC -4 2NAC-3 2 NAC -2 NAC -1 ( FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE + DEVICE LOOP NOT USED REMOTE DEVICE LOOP.., 0— FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) C'V' CABLE) 470 OHMS �YV EOL T ) M-1 Q o _1-_: 0 CQCO 3 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE NONE 0) ) STROBE SPEAKER (+) (-) EARTH GROUND -�(+)TO NEXT DEVICE OR l (-) STOP IF LAST DEVICE f +) ( ) STROBE (+) STR❑BE) SPEAKER � U SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY R 80" A.F.F. O O 4SDEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE:NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. ER�TIIN TEMPERATU E: +32' F O— C TO 100'F 38' C) HUMIDITY: 0-9 % RELATIVE HUMIDITY, NON—CONDENSING HFP-11 SMOKE DETECTOR —*FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE r DATA IN ( ) > it DATA IN (+) > DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE -E- > ( ) DATA OUT > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID — CEILING HARD LID SPEAKER SUPPORT TL - BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT JUNCTI❑N BOX MOUNTED ON CEILING. FLEX / / / / / / 0 0 IL TO NEXT DEVICE CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE:NONE J \ SUSPENDED ILLUMINATED CEILING DO \0T I\STALL ADDRESSA' LE II\ T A DEVICES UNTIL PREPROGRAMMED WIT DEVICES ADDRESS. H G Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved Ei4 *Li 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE co 0 M 0 Lo z p z 0 z V z r1 V J W J CL SCALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/03/08 BACKROUND PLAN PROVIDED BY: `JOB NUMBER: SHEET FA -02 } 2S,2V a a o--ES,2V r- ; 141 W w�w 75 C NORTH a a;. l w 5 a EOL—S1 20.14V EX - w w w iv w a C' (0 W a w 7-7 4. CATHY JEANS WESTFIELD SOUTHCENTER MALL SCALE 118"=1' AG \0 ES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,CSEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL, FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER. AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. DO NO INS ALL ADDRESSABLE NT T DEVICES JNTIL PREPROGRAM EVICES ADDR •� M ATI ED WO -SS. F - G z Lu icg z F) O F -- C9 z_ U) u_i F- Q uJ U) 0 V) L1.1 F- U) FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z DESCRIPTION SHOP DRAWINGS DATE 5/15/08 o CCCCC SCALE: 1/8"=1' ct W LL DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/12/08 BACKROUND PLAN PROVIDED BY: :.JOB NUMBER:54494 SHEET Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved FA -O3 NORDSTROM 3 LEVEL �. 171,27.5s` PASIN O OHS J. n‘D(5M.).Y5 i3 maty 4 I.[v}; 25C',407'of L, 0o.0.0 J :N( 00JPr Pi Lr 071, Ralph LOS Y114%.z llv 001.150.1 00(4F.0;1I. j E • i • `-1 -1.3 JCPentrey . • LI:VE 276,0130sf " 011 AIDS r'm01.0cf 6:E lv,00'IO 111.1 1C -HO [:a51 O II [ I 0:1 0 :•'.] ,J u 0i I;00 „ 0 0SUMa •<:i 0 ., Ce G I ♦ i O Co S:> :.I ),r.^'>^^n7----, ., 11 NORTH ca =a 1 U:5 PAM ^1::A ul 01(100'05 EITE OAKLEY WESTFIELD SOUTHCENTER MALL' uuu SCALE 1132"=1' 15 15 15 30 C 75 EX D,ID 2I SYSTEM CALCULATIONS BATTERY SIZING CALCULATION OAKLEY OAKLEY FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE 00 Panel: ,OAKLEY Wire Resistance 1.62 0 June 3, 2008 CURRENT TOTAL= 465 Current Load: Standby: Alarm: S1 Current Load: Standby: Alarm: <<<< QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total _____ 0 SET -MC @15CD 64_ 0 Device Type Qty Amps Total Amps Total 1 Device Type 98 Qty Amps �_ Total Amps Total (WL * 2) * (R/ft) HFP-11 1 SET -MC @75CD 0.0022 0.0022 0.0023 Total Device Load, Amps (I) Y 0.47 0 SET -MC @11 OCD 233 0 T AD2-P 1 0.0635 0.0635 0.064 0.064 SET-HMC-C@115CD Main System Board 0 1 0.03 0.03 0.030 0.030 0.29 HTR -R SET-HMC-C@177CD 2 0.009600 0.0096 0.021 0.042 SET -MC @15CD (E= I * R) 0 SET -HMC @135CD 318 0.064 HTRI-D 0.001600 20.11 0.0035 SET -HMC @185CD 445 SET -MC @30CD 1 0.098 0.098 3 ICP -B6 64 192 0.005 _ SET -MC @75CD 1 Z -MC @30C D 98 0 0.175 0.175 _. 0 SET-MC-CW@110CD 233 0 SET -MC @110CD _ 20.1122394) 465 0.233 DEVICES= 5 TOTAL mA= 465 12 191 SET HMC-C@115CD Notification Appliance Circuit Detail 0.318 PROJECT: WESTFIELD SOUTHCENTER MALL Panel: OAKLEY SET-HMC-C©135CD 2.58' Date: 0.318 CURRENT TOTAL= 7.2 CIRCUIT: SPEAKER CIRCUIT 0.0731 Amps 0.106 Amps SET HMC-C@185CD QTY Device Type 0.445 Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 7.2 ZR -MC @15CD 3 Total Wire Resistance (R) 0.99 0.064 0.192 0_ Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours ....._.�...�...�.�.... �..a....�_...��...�...�.�...,.�.�,......,...��.�.�,�.M���._..."-,..._..�.�..ti�_.�........_�w.� ZR -MC @30CD jTotalDeviceLoacl,Amps(I) _ ..._. 0 0 01 0.098 (Total Cct Load) 0 0 0 _ �� �� Voltage Drop ( E) 0.01 HCP 0.0015 20.3-6- 0 Alarm Current Load: 0 0.106 Amps For 5 Minutes= 0.009 Amp -hours 0 0 $ (20.4 - E) 0.03 Amps 0.495 Amps 0 0 0 DEVICES= 4 TOTAL mA= 7.2 • 14 191 20.39290397 7.2 25% Derating= 2.204 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 0.495 Amps For 5 Minutes= 0.042 Amp -hours Total System Current Load: 2.204 Amp -hours 25% Derating= 0.952 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.952 Amp -hours Battery Pair to be Used: 12VDC 1 Amp -hours 7AH BATTERY SIZING CALCULATION FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS ;REV. BY: Z a Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE 00 Panel: ,OAKLEY Wire Resistance 1.62 0 June 3, 2008 CURRENT TOTAL= 465 M Date: CIRCUIT: S1 o <- <<<< QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total _____ 0 SET -MC @15CD 64_ 0 Total Wire Resistance (R) _._�.,.._...-� 0.62 .___.....�.._. 1 SET -MC @30CD 98 98 � - �_ (WL * 2) * (R/ft) 1 SET -MC @75CD 175 175 Total Device Load, Amps (I) Y 0.47 0 SET -MC @11 OCD 233 0 T (Total Cct Load) 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E) 0.29 0 SET-HMC-C@177CD 445 0 (E= I * R) 0 SET -HMC @135CD 318 0 EOL Voltage 20.11 0 SET -HMC @185CD 445 0 _ (20.4 - E) 3 Z-MC@15CD 64 192 ^ _ 0 Z -MC @30C D 98 0 _. 0 SET-MC-CW@110CD 233 0 _ 20.1122394) 465 DEVICES= 5 TOTAL mA= 465 12 191 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: OAKLEY Wire Resistance 2.58' Date: June 3, 2008 CURRENT TOTAL= 7.2 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 7.2 Total Wire Resistance (R) 0.99 0 ��..._.,.,__.o.__.�.�....,_.......�...w_..,.� 0 o 0_ (WL*2)*(R/ft) ....-...0w01 .....�.._�.._�...._.��..�......- ....._.�...�...�.�.... �..a....�_...��...�...�.�...,.�.�,......,...��.�.�,�.M���._..."-,..._..�.�..ti�_.�........_�w.� jTotalDeviceLoacl,Amps(I) _ ..._. 0 0 01 (Total Cct Load) 0 0 0 _ �� �� Voltage Drop ( E) 0.01 20.3-6- 0 0 0 EOL Voltage 0 0 0 $ (20.4 - E) 0 0 0 0 0 0 DEVICES= 4 TOTAL mA= 7.2 • 14 191 20.39290397 7.2 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS ;REV. BY: Z a DESCRIPTION SHOP DRAWINGS DATE 00 0 M 0 cc) o <- <<<< CO CO Q w ap CC °C F' LLI 11-1 Z - I w = LLI Q = Q p < (o --�� 0 H 0 J Q 0 W >- / \ U) SCALE: 1/8" =1 ' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/03/08 BACKROUND PLAN PROVIDED BY: RISER DIAGRAM VOLTAGE DROP CALCULATION Copyright 2006 b Guardian Securit S stems, Inc. All Ri • hts Reserved JOB NUMBER: SHEET FA -04 556 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-294 08-S-284 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Oakley 556 Southcenter Mall Permit No.: 08-S-284 Date: June 5, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods 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'h 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. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY WATER SUPPLY DATA SOURCE NODE TAG SRC STATIC PRESS. (PSI) 140.0 RESID. PRESS. (PSI) FLOW AVAIL. TOTAL PRESS. @ DEMAND (GPM) (PSI) (GPM) REQ'D PRESS. (PSI) 20.0 10900.0 138.8 900.1 90.3 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) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 S1 S2 S3 S4 S5 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 10.0 10.0 10.0 13.0 13.0 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 900.1 GPM 250.0 GPM 255.5 GPM 394.6 GPM PRESSURE (PSI) 27.5 27.7 30.3 33.6 23.2 27.4 24.0 28.4 25.1 29.6 26.6 31.4 32.8 34.4 34.7 34.7 35.4 35.4 35.4 35.4 35.6 35.6 35.6 36.0 27.1 26.0 26.4 28.5 31.5 DISCHARGE (GPM) 29.1 28.6 28.8 29.9 31.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S6 12.5 K= 5.60 21.6 26.0 S7 15.0 K= 5.60 22.0 26.3 S8 12.5 K= 5.60 22.4 26.5 S9 15.0 K= 5.60 22.8 26.7 S10 12.5 K= 5.60 23.2 27.0 S11 15.0 K= 5.60 23.8 27.3 S12 12.5 K= 5.60 24.8 27.9 S13 15.0 K= 5.60 25.3 28.1 S14 12.5 K= 5.60 30.7 31.0 S15 15.0 - - - - 32.7 - - - S16 12.5 35.7 S17 15.0 34.7 S18 12.5 36.4 S19 15.0 35.3 S20 12.5 36.4 S21 15.0 35.3 S22 13.6 36.2 S23 13.6 36.2 S24 13.6 36.2 S25 10.0 - - - - 38.1 - - - M1 14.8 HOSE STREAM 34.2 255.5 M2 14.8 - - - - 34.6 - - - M3 14.8 35.4 M4 14.8 35.6 M5 14.8 36.0 6067 1.9 - - - - 87.2 5696 1.9 87.2 6021 1.9 87.4 6176 5.7 - - - - 85.9 - - - SRC -4.0 SOURCE 90.3 650.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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 -29.1 1.049 PL 5.58 PF 2.5 S1 10.0 5.6 27.1 29.1 10.8 120 FTG 2E PE -2.1 1 14.8 0.0 27.5 0.0 0.261 TL 9.58 PV Pipe: 2 -28.6 1.049 PL 7.91 PF 3.8 S2 10.0 5.6 26.0 28.6 10.6 120 FTG ET PE -2.1 2 14.8 0.0 27.7 0.0 0.252 TL 14.91 PV Pipe: 3 -28.8 1.049 PL 6.41 PF 3.4 S3 10.0 5.6 26.4 28.8 10.7 120 FTG ET PE -2.1 2 14.8 0.0 27.7 0.0 0.255 TL 13.41 PV Pipe: 4 -29.9 1.049 PL 2.58 PF 2.6 S4 13.0 5.6 28.5 29.9 11.1 120 FTG ET PE -0.8 3 14.8 0.0 30.3 0.0 0.273 TL 9.58 PV Pipe: 5 -31.4 1.049 PL 2.58 PF 2.9 S5 13.0 5.6 31.5 31.4 11.7 120 FTG ET PE -0.8 4 14.8 0.0 33.6 0.0 0.300 TL 9.58 PV Pipe: 6 -26.0 1.049 PL 3.58 PF 2.7 S6 12.5 5.6 21.6 26.0 9.7 120 FTG 2ET PE -1.0 5 14.8 0.0 23.2 0.0 0.211 TL 12.58 PV Pipe: 7 -26.3 1.049 PL 0.17 PF 1.1 S7 15.0 5.6 22.0 26.3 9.8 120 FTG T PE 0.1 5 14.8 0.0 23.2 0.0 0.216 TL 5.17 PV Pipe: 8 -52.3 1.049 PL 0.50 PF 4.2 5 14.8 0.0 23.2 0.0 19.4 120 FTG T PE 0.0 6 14.8 0.0 27.4 0.0 0.770 TL 5.50 PV Pipe: 9 -26.5 1.049 PL 3.00 PF 2.6 S8 12.5 5.6 22.4 26.5 9.8 120 FTG 2ET PE -1.0 7 14.8 0.0 24.0 0.0 0.219 TL 12.00 PV Pipe: 10 -26.7 1.049 PL 0.17 PF 1.1 S9 15.0 5.6 22.8 26.7 9.9 120 FTG T PE 0.1 7 14.8 0.0 24.0 0.0 0.222 TL 5.17 PV Pipe: 11 -53.2 1.049 PL 0.50 PF 4.4 7 14.8 0.0 24.0 0.0 19.8 120 FTG T PE 0.0 8 14.8 0.0 28.4 0.0 0.795 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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: 12 -27.0 1.049 PL 3.50 PF 2.8 S10 12.5 5.6 23.2 27.0 10.0 120 FTG 2ET PE -1.0 9 14.8 0.0 25.1 0.0 0.227 TL 12.50 PV Pipe: 13 -27.3 1.049 PL 0.17 PF 1.2 S11 15.0 5.6 23.8 27.3 10.1 120 FTG T PE 0.1 9 14.8 0.0 25.1 0.0 0.232 TL 5.17 PV Pipe: 14 -54.3 1.049 PL 0.50 PF 4.5 9 14.8 0.0 25.1 0.0 20.2 120 FTG T PE 0.0 10 14.8 0.0 29.6 0.0 0.826 TL 5.50 PV Pipe: 15 -27.9 1.049 PL 2.92 PF 2.9 S12 12.5 5.6 24.8 27.9 10.3 120 FTG 2ET PE -1.0 11 14.8 0.0 26.6 0.0 0.240 TL 11.92 PV Pipe: 16 -28.1 1.049 PL 0.17 PF 1.3 S13 15.0 5.6 25.3 28.1 10.4 120 FTG T PE 0.1 11 14.8 0.0 26.6 0.0 0.245 TL 5.17 PV Pipe: 17 -56.0 1.049 PL 0.50 PF 4.8 11 14.8 0.0 26.6 0.0 20.8 120 FTG T PE 0.0 12 14.8 0.0 31.4 0.0 0.874 TL 5.50 PV Pipe: 18 -31.0 1.049 PL 3.58 PF 3.1 S14 12.5 5.6 30.7 31.0 11.5 120 FTG ET PE -1.0 13 14.8 0.0 32.8 0.0 0.293 TL 10.58 PV Pipe: 19 0.0 1.049 PL 0.17 PF 0.0 S15 15.0 0.0 32.7 0.0 0.0 120 FTG T PE 0.1 13 14.8 0.0 32.8 0.0 0.000 TL 5.17 PV Pipe: 20 -31.0 1.049 PL 0.50 PF 1.6 13 14.8 0.0 32.8 0.0 11.5 120 FTG T PE 0.0 14 14.8 0.0 34.4 0.0 0.293 TL 5.50 PV Pipe: 21 0.0 1.049 PL 3.00 PF 0.0 S16 12.5 0.0 35.7 0.0 0.0 120 FTG 2ET PE -1.0 15 14.8 0.0 34.7 0.0 0.000 TL 12.00 PV Pipe: 22 0.0 1.049 PL 0.17 PF 0.0 S17 15.0 0.0 34.7 0.0 0.0 120 FTG T PE 0.1 15 14.8 0.0 34.7 0.0 0.000 TL 5.17 PV Pipe: 23 0.0 1.049 PL 0.50 PF 0.0 15 14.8 0.0 34.7 0.0 0.0 120 FTG T PE 0.0 16 14.8 0.0 34.7 0.0 0.000 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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: 24 0.0 1.049 PL 2.50 PF 0.0 S18 12.5 0.0 36.4 0.0 0.0 120 FTG 2ET PE -1.0 17 14.8 0.0 35.4 0.0 0.000 TL 11.50 PV Pipe: 25 0.0 1.049 PL 0.17 PF 0.0 S19 15.0 0.0 35.3 0.0 0.0 120 FTG T PE 0.1 17 14.8 0.0 35.4 0.0 0.000 TL 5.17 PV Pipe: 26 0.0 1.049 PL 0.50 PF 0.0 17 14.8 0.0 35.4 0.0 0.0 120 FTG T PE 0.0 18 14.8 0.0 35.4 0.0 0.000 TL 5.50 PV Pipe: 27 0.0 1.049 PL 2.92 PF 0.0 S20 12.5 0.0 36.4 0.0 0.0 120 FTG 2ET PE -1.0 19 14.8 0.0 35.4 0.0 0.000 TL, 11.92 PV Pipe: 28 0.0 1.049 PL 0.17 PF 0.0 S21 15.0 0.0 35.3 0.0 0.0 120 FTG T PE 0.1 19 14.8 0.0 35.4 0.0 0.000 TL 5.17 PV Pipe: 29 0.0 1.049 PL 0.50 PF 0.0 19 14.8 0.0 35.4 0.0 0.0 120 FTG T PE 0.0 20 14.8 0.0 35.4 0.0 0.000 TL 5.50 PV Pipe: 30 0.0 1.049 PL 4.33 PF 0.0 S22 13.6 0.0 36.2 0.0 0.0 120 FTG 2E PE -0.5 21 14.8 0.0 35.6 0.0 0.000 TL 8.33 PV Pipe: 31 0.0 1.049 PL 4.17 PF 0.0 S23 13.6 0.0 36.2 0.0 0.0 120 FTG ET PE -0.5 22 14.8 0.0 35.6 0.0 0.000 TL 11.17 PV Pipe: 32 0.0 1.049 PL 4.17 PF 0.0 S24 13.6 0.0 36.2 0.0 0.0 120 FTG ET PE -0.5 23 14.8 0.0 35.6 0.0 0.000 TL 11.17 PV Pipe: 33 0.0 1.049 PL 5.73 PF 0.0 S25 10.0 0.0 38.1 0.0 0.0 120 FTG 2E PE -2.1 24 14.8 0.0 36.0 0.0 0.000 TL 9.73 PV Pipe: 34 -29.1 1.610 PL 6.92 PF 0.2 1 14.8 0.0 27.5 0.0 4.6 120 FTG ---- PE 0.0 2 14.8 0.0 27.7 0.0 0.032 TL 6.92 PV Pipe: 35 -86.5 1.610 PL 10.71 PF 2.6 2 14.8 0.0 27.7 0.0 13.6 120 FTG ---- PE 0.0 3 14.8 0.0 30.3 0.0 0.242 TL 10.71 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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: 36 -116.4 1.610 PL 1.29 PF 3.9 3 14.8 0.0 30.3 0.0 18.3 120 FTG T PE 0.0 M1 14.8 H.S. 34.2 255.5 0.420 TL 9.29 PV Pipe: 37 -31.4 1.610 PL 8.71 PF 0.6 4 14.8 0.0 33.6 0.0 5.0 120 FTG T PE 0.0 M1 14.8 H.S. 34.2 255.5 0.037 TL 16.71 PV Pipe: 38 -52.3 1.610 PL 9.71 PF 0.9 6 14.8 0.0 27.4 0.0 8.2 120 FTG ---- PE 0.0 8 14.8 0.0 28.4 0.0 0.096 TL 9.71 PV Pipe: 39 -105.5 1.610 PL 9.71 PF 6.2 8 14.8 0.0 28.4 0.0 16.6 120 FTG T PE 0.0 M2 14.8 0.0 34.6 0.0 0.350 TL 17.71 PV Pipe: 40 -54.3 1.610 PL 9.71 PF 1.8 10 14.8 0.0 29.6 0.0 8.6 120 FTG T PE 0.0 12 14.8 0.0 31.4 0.0 0.103 TL 17.71 PV Pipe: 41 -110.3 1.610 PL 0.29 PF 3.2 12 14.8 0.0 31.4 0.0 17.4 120 FTG T PE 0.0 M2 14.8 0.0 34.6 0.0 0.380 TL 8.29 PV Pipe: 42 -31.0 1.610 PL 9.71 PF 0.4 14 14.8 0.0 34.4 0.0 4.9 120 FTG ---- PE 0.0 16 14.8 0.0 34.7 0.0 0.036 TL 9.71 PV Pipe: 43 -31.0 1.610 PL 9.71 PF 0.6 16 14.8 0.0 34.7 0.0 4.9 120 FTG T PE 0.0 M3 14.8 0.0 35.4 0.0 0.036 TL 17.71 PV Pipe: 44 0.0 1.610 PL 9.71 PF 0.0 18 14.8 0.0 35.4 0.0 0.0 120 FTG ---- PE 0.0 20 14.8 0.0 35.4 0.0 0.000 TL 9.71 PV Pipe: 45 0.0 1.610 PL 0.29 PF 0.0 20 14.8 0.0 35.4 0.0 0.0 120 FTG T PE 0.0 M3 14.8 0.0 35.4 0.0 0.000 TL 8.29 PV Pipe: 46 0.0 1.610 PL 9.58 PF 0.0 21 14.8 0.0 35.6 0.0 0.0 120 FTG ---- PE 0.0 22 14.8 0.0 35.6 0.0 0.000 TL 9.58 PV Pipe: 47 0.0 1.610 PL 8.00 PF 0.0 22 14.8 0.0 35.6 0.0 0.0 120 FTG ---- PE 0.0 23 14.8 0.0 35.6 0.0 0.000 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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: 48 0.0 1.610 PL 1.88 PF 0.0 23 14.8 0.0 35.6 0.0 0.0 120 FTG T PE 0.0 M4 14.8 0.0 35.6 0.0 0.000 TL 9.88 PV Pipe: 49 0.0 1.610 PL 9.42 PF 0.0 24 14.8 0.0 36.0 0.0 0.0 120 FTG T PE 0.0 M5 14.8 0.0 36.0 0.0 0.000 TL 17.42 PV Pipe: 50 -403.3 4.260 PL 10.00 PF 0.4 M1 14.8 H.S. 34.2 255.5 9.1 120 FTG ---- PE 0.0 M2 14.8 0.0 34.6 0.0 0.037 TL 10.00 PV Pipe: 51 -619.1 4.260 PL 10.00 PF 0.8 M2 14.8 0.0 34.6 0.0 13.9 120 FTG ---- PE 0.0 M3 14.8 0.0 35.4 0.0 0.081 TL 10.00 PV Pipe: 52 -650.1 4.260 PL 3.00 PF 0.3 M3 14.8 0.0 35.4 0.0 14.6 120 FTG ---- PE 0.0 M4 14.8 0.0 35.6 0.0 0.089 TL 3.00 PV Pipe: 53 -650.1 4.260 PL 4.12 PF 0.4 M4 14.8 0.0 35.6 0.0 14.6 120 FTG ---- PE 0.0 M5 14.8 0.0 36.0 0.0 0.089 TL 4.12 PV Pipe: 54 -650.1 4.260 PL 342.59 PF 45.6 M5 14.8 0.0 36.0 0.0 14.6 120 FTG 172.2 PE 5.6 6067 1.9 0.0 87.2 0.0 0.089 TL 514.79 PV Pipe: 55 -650.1 8.329 PL 1.50 PF 0.0 6067 1.9 0.0 87.2 0.0 3.8 120 FTG ---- PE 0.0 5696 1.9 0.0 87.2 0.0 0.003 TL 1.50 PV Pipe: 56 -650.1 8.329 PL 19.40 PF 0.2 5696 1.9 0.0 87.2 0.0 3.8 120 FTG 32.0 PE 0.0 6021 1.9 0.0 87.4 0.0 0.003 TL 51.40 PV Pipe: 57 -650.1 10.020 PL 20.17 PF 0.1 6021 1.9 0.0 87.4 0.0 2.6 120 FTG 67.0 PE -1.6 6176 5.7 0.0 85.9 0.0 0.001 TL 87.17 PV Pipe: 58 -650.1 10.400 PL 113.08 PF 0.2 6176 5.7 0.0 85.9 0.0 2.5 140 FTG 137.1 PE 4.2 SRC -4.0 SRCE 90.3 (N/A) 0.001 TL 250.18 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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 0.102 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.8 ft/sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 8.329 22.16 43.09 16.00 55.40 14.77 4.92 38.16 38.16 43.09 10.020 22.00 50.00 16.00 55.00 19.00 5.00 37.00 37.00 50.00 10.400 26.37 59.94 19.18 65.93 22.78 5.99 44.35 44.35 59.94 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 6.00 1.00 17.00 23.00 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 6.00 1.00 17.00 23.00 2.00 1.00 0.50 1.00 8.00 6.00 12.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/2/2008 C:\HASS79\OAKLEY.SDF JOB TITLE: OAKLEY 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 H 4 I S U V W 22/Ell 11gE11 Couplg FM90E1 FM45E1 FMTee FMRunT 4.260 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 DATE: 6/2/2008 JOB TITLE: OAKLEY SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 C:\HASS79\OAKLEY.SDF E W v en 0) '-1 V U 1a • 0) r-1 • o TS Ulo Do•H C mm v)o art � 01 04 E ®W0) L:14 H @ LO Q H A,'d co u 0) Hw-,w 0 >1 -H • 0 N C!) C/) 1t CO > r,(1.)o H (N H O O 0 O 0 0 W V N H H Cry Q CDr=1 N O O O O O 0 O O O co ko V' W .a W m cn D 1=4W " a w -'-1 O 0 N 1 1 1 0 0 0 H H _0 m W O O N H 1 m 0 0 0 co O 0 W. 0 0 In V1 cp 0 O m m O O N N a o O a w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal WATER SUPPLY DATA SOURCE NODE TAG SRC STATIC PRESS. (PSI) 140.0 RESID. PRESS. (PSI) 20.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 10900.0 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) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 S1 S2 S3 S4 S5 S6 S7 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 10.0 12.5 15.0 12.5 15.0 13.6 10.0 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 AVAIL. PRESS. (PSI) TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 138.8 917.2 104.4 917.2 GPM 250.0 GPM 255.5 GPM 411.7 GPM PRESSURE (PSI) 35.1 29.5 35.1 31.5 37.6 43.6 31.1 31.2 26.7 32.1 29.9 35.9 44.0 43.9 44.4 44.4 44.8 44.8 45.3 47.8 47.8 47.8 47.8 47.8 47.8 28.6 22.7 28.0 24.3 30.0 34.5 25.6 DISCHARGE (GPM) 29.9 26.7 29.6 27.6 30.7 32.9 28.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S8 10.0 K= 5.60 25.1 28.1 S9 12.5 K= 5.60 21.6 26.0 S10 15.0 K= 5.60 25.3 28.2 Sib 12.5 K= 5.60 24.1 27.5 S12 15.0 K= 5.60 28.4 29.9 S13 13.6 K= 5.60 34.8 33.1 S14 13.0 K= 5.60 35.3 33.3 S15 12.5 - - - - 45.4 - - - S16 15.0 44.4 S17 12.5 45.8 S18 15.0 44.8 S19 13.6 45.8 S20 13.0 48.6 S21 12.5 48.9 S22 15.0 47.8 S23 12.5 48.9 S24 15.0 47.8 S25 10.0 - - - - 49.9 - - - M1 14.8 HOSE STREAM 44.0 255.5 M2 14.8 44.4 - - - M3 14.8 45.3 M4 14.8 47.8 XM1 14.8 47.8 XM2 14.8 47.8 6067 1.9 101.3 5696 1.9 101.3 6021 1.9 101.5 6176 5.7 - - - - 100.0 - - - SRC -4.0 SOURCE 104.4 667.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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 -29.9 1.049 PL 27.46 PF 8.6 S1 10.0 5.6 28.6 29.9 11.1 120 FTG 2E PE -2.1 1 14.8 0.0 35.1 0.0 0.274 TL 31.46 PV Pipe: 2 -26.7 1.049 PL 26.08 PF 7.8 S2 12.5 5.6 22.7 26.7 9.9 120 FTG 2ET PE -1.0 2 14.8 0.0 29.5 0.0 0.222 TL 35.08 PV Pipe: 3 -29.6 1.049 PL 0.17 PF 1.4 S3 15.0 5.6 28.0 29.6 11.0 120 FTG T PE 0.1 2 14.8 0.0 29.5 0.0 0.269 TL 5.17 PV Pipe: 4 -56.3 1.049 PL 1.42 PF 5.7 2 14.8 0.0 29.5 0.0 20.9 120 FTG T PE 0.0 3 14.8 0.0 35.1 0.0 0.883 TL 6.42 PV Pipe: 5 -27.6 1.049 PL 26.08 PF 8.3 S4 12.5 5.6 24.3 27.6 10.2 120 FTG 2ET PE -1.0 4 14.8 0.0 31.5 0.0 0.236 TL 35.08 PV Pipe: 6 -30.7 1.049 PL 0.17 PF 1.5 S5 15.0 5.6 30.0 30.7 11.4 120 FTG T PE 0.1 4 14.8 0.0 31.5 0.0 0.287 TL 5.17 PV Pipe: 7 -58.2 1.049 PL 1.42 PF 6.0 4 14.8 0.0 31.5 0.0 21.6 120 FTG T PE 0.0 5 14.8 0.0 37.6 0.0 0.940 TL 6.42 PV Pipe: 8 -32.9 1.049 PL 25.38 PF 9.6 S6 13.6 5.6 34.5 32.9 12.2 120 FTG 2E PE -0.5 6 14.8 0.0 43.6 0.0 0.327 TL 29.38 PV Pipe: 9 -28.3 1.049 PL 26.71 PF 7.6 S7 10.0 5.6 25.6 28.3 10.5 120 FTG 2E PE -2.1 7 14.8 0.0 31.1 0.0 0.248 TL 30.71 PV Pipe: 10 -28.1 1.049 PL 26.71 PF 8.2 S8 10.0 5.6 25.1 28.1 10.4 120 FTG ET PE -2.1 8 14.8 0.0 31.2 0.0 0.244 TL 33.71 PV Pipe: 11 -26.0 1.049 PL 24.00 PF 6.1 S9 12.5 5.6 21.6 26.0 9.7 120 FTG T PE -1.0 9 14.8 0.0 26.7 0.0 0.211 TL 29.00 PV Pipe: 12 -28.2 1.049 PL 0.17 PF 1.3 S10 15.0 5.6 25.3 28.2 10.5 120 FTG T PE 0.1 9 14.8 0.0 26.7 0.0 0.245 TL 5.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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 -54.2 1.049 PL 1.54 PF 5.4 9 14.8 0.0 26.7 0.0 20.1 120 FTG T PE 0.0 10 14.8 0.0 32.1 0.0 0.822 TL 6.54 PV Pipe: 14 -27.5 1.049 PL 24.00 PF 6.8 Sil 12.5 5.6 24.1 27.5 10.2 120 FTG T PE -1.0 11 14.8 0.0 29.9 0.0 0.234 TL 29.00 PV Pipe: 15 -29.9 1.049 PL 0.17 PF 1.4 S12 15.0 5.6 28.4 29.9 11.1 120 FTG T PE 0.1 11 14.8 0.0 29.9 0.0 0.273 TL 5.17 PV Pipe: 16 -57.4 1.049 PL 1.54 PF 6.0 11 14.8 0.0 29.9 0.0 21.3 120 FTG T PE 0.0 12 14.8 0.0 35.9 0.0 0.914 TL 6.54 PV Pipe: 17 -33.1 1.049 PL 25.33 PF 9.7 S13 13.6 5.6 34.8 33.1 12.3 120 FTG 2E PE -0.5 13 14.8 0.0 44.0 0.0 0.330 TL 29.33 PV Pipe: 18 -33.3 1.049 PL 24.00 PF 9.4 S14 13.0 5.6 35.3 33.3 12.4 120 FTG 2E PE -0.8 14 14.8 0.0 43.9 0.0 0.334 TL 28.00 PV Pipe: 19 0.0 1.049 PL 24.00 PF 0.0 S15 12.5 0.0 45.4 0.0 0.0 120 FTG 2ET PE -1.0 15 14.8 0.0 44.4 0.0 0.000 TL 33.00 PV Pipe: 20 0.0 1.049 PL 0.17 PF 0.0 S16 15.0 0.0 44.4 0.0 0.0 120 FTG T PE 0.1 15 14.8 0.0 44.4 0.0 0.000 TL 5.17 PV Pipe: 21 0.0 1.049 PL 1.58 PF 0.0 15 14.8 0.0 44.4 0.0 0.0 120 FTG T PE 0.0 16 14.8 0.0 44.4 0.0 0.000 TL 6.58 PV Pipe: 22 0.0 1.049 PL 24.00 PF 0.0 S17 12.5 0.0 45.8 0.0 0.0 120 FTG 2ET PE -1.0 17 14.8 0.0 44.8 0.0 0.000 TL 33.00 PV Pipe: 23 0.0 1.049 PL 0.17 PF 0.0 S18 15.0 0.0 44.8 0.0 0.0 120 FTG E PE 0.1 17 14.8 0.0 44.8 0.0 0.000 TL 2.17 PV Pipe: 24 0.0 1.049 PL 1.58 PF 0.0 17 14.8 0.0 44.8 0.0 0.0 120 FTG T PE 0.0 18 14.8 0.0 44.8 0.0 0.000 TL 6.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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: 25 0.0 1.049 PL 24.00 PF 0.0 S19 13.6 0.0 45.8 0.0 0.0 120 FTG 2E PE -0.5 19 14.8 0.0 45.3 0.0 0.000 TL 28.00 PV Pipe: 26 0.0 1.049 PL 28.13 PF 0.0 S20 13.0 0.0 48.6 0.0 0.0 120 FTG 3E PE -0.8 20 14.8 0.0 47.8 0.0 0.000 TL 34.13 PV Pipe: 27 0.0 1.049 PL 24.00 PF 0.0 S21 12.5 0.0 48.9 0.0 0.0 120 FTG 2ET PE -1.0 21 14.8 0.0 47.8 0.0 0.000 TL 33.00 PV Pipe: 28 0.0 1.049 PL 0.17 PF 0.0 S22 15.0 0.0 47.8 0.0 0.0 120 FTG T PE 0.1 21 14.8 0.0 47.8 0.0 0.000 TL 5.17 PV Pipe: 30 0.0 1.049 PL 1.42 PF 0.0 21 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 22 14.8 0.0 47.8 0.0 0.000 TL 6.42 PV Pipe: 31 0.0 1.049 PL 24.00 PF 0.0 S23 12.5 0.0 48.9 0.0 0.0 120 FTG 2ET PE -1.0 23 14.8 0.0 47.8 0.0 0.000 TL 33.00 PV Pipe: 32 0.0 1.049 PL 0.17 PF 0.0 S24 15.0 0.0 47.8 0.0 0.0 120 FTG T PE 0.1 23 14.8 0.0 47.8 0.0 0.000 TL 5.17 PV Pipe: 33 0.0 1.049 PL 1.42 PF 0.0 23 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 24 14.8 0.0 47.8 0.0 0.000 TL 6.42 PV Pipe: 33A 0.0 1.049 PL 27.00 PF 0.0 S25 10.0 0.0 49.9 0.0 0.0 120 FTG 2E PE -2.1 25 14.8 0.0 47.8 0.0 0.000 TL 31.00 PV Pipe: 34 -29.9 1.610 PL 1.61 PF 0.1 1 14.8 0.0 35.1 0.0 4.7 120 FTG ---- PE 0.0 3 14.8 0.0 35.1 0.0 0.034 TL 1.61 PV Pipe: 35 -86.2 1.610 PL 10.00 PF 2.4 3 14.8 0.0 35.1 0.0 13.6 120 FTG ---- PE 0.0 5 14.8 0.0 37.6 0.0 0.241 TL 10.00 PV Pipe: 36 -144.5 1.610 PL 2.33 PF 6.5 5 14.8 0.0 37.6 0.0 22.8 120 FTG T PE 0.0 M1 14.8 H.S. 44.0 255.5 0.627 TL 10.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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: 37 -32.9 1.610 PL 3.25 PF 0.5 6 14.8 0.0 43.6 0.0 5.2 120 FTG T PE 0.0 M1 14.8 H.S. 44.0 255.5 0.041 TL 11.25 PV Pipe: 38 -28.3 1.610 PL 5.17 PF 0.2 7 14.8 0.0 31.1 0.0 4.5 120 FTG ---- PE 0.0 8 14.8 0.0 31.2 0.0 0.031 TL 5.17 PV Pipe: 39 -56.4 1.610 PL 7.42 PF 0.8 8 14.8 0.0 31.2 0.0 8.9 120 FTG ---- PE 0.0 10 14.8 0.0 32.1 0.0 0.110 TL 7.42 PV Pipe: 40 -110.6 1.610 PL 10.00 PF 3.8 10 14.8 0.0 32.1 0.0 17.4 120 FTG ---- PE 0.0 12 14.8 0.0 35.9 0.0 0.382 TL 10.00 PV Pipe: 41 -167.9 1.610 PL 2.33 PF 8.5 12 14.8 0.0 35.9 0.0 26.5 120 FTG T PE 0.0 M2 14.8 0.0 44.4 0.0 0.828 TL 10.33 PV Pipe: 43 -33.1 1.610 PL 3.08 PF 0.5 13 14.8 0.0 44.0 0.0 5.2 120 FTG T PE 0.0 M2 14.8 0.0 44.4 0.0 0.041 TL 11.08 PV Pipe: 44 -33.3 1.610 PL 12.67 PF 0.5 14 14.8 0.0 43.9 0.0 5.2 120 FTG ---- PE 0.0 16 14.8 0.0 44.4 0.0 0.041 TL 12.67 PV Pipe: 45 -33.3 1.610 PL 10.00 PF 0.4 16 14.8 0.0 44.4 0.0 5.2 120 FTG ---- PE 0.0 18 14.8 0.0 44.8 0.0 0.041 TL 10.00 PV Pipe: 46 -33.3 1.610 PL 2.33 PF 0.4 18 14.8 0.0 44.8 0.0 5.2 120 FTG T PE 0.0 M3 14.8 0.0 45.3 0.0 0.041 TL 10.33 PV Pipe: 47 0.0 1.610 PL 3.08 PF 0.0 19 14.8 0.0 45.3 0.0 0.0 120 FTG T PE 0.0 M3 14.8 0.0 45.3 0.0 0.000 TL 11.08 PV Pipe: 48 0.0 1.610 PL 12.67 PF 0.0 20 14.8 0.0 47.8 0.0 0.0 120 FTG ---- PE 0.0 22 14.8 0.0 47.8 0.0 0.000 TL 12.67 PV Pipe: 49 0.0 1.610 PL 10.00 PF 0.0 22 14.8 0.0 47.8 0.0 0.0 120 FTG ---- PE 0.0 24 14.8 0.0 47.8 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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: 49A 0.0 1.610 PL 1.50 PF 0.0 24 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 M4 14.8 0.0 47.8 0.0 0.000 TL 9.50 PV Pipe: 49B 0.0 1.610 PL 3.75 PF 0.0 25 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 M4 14.8 0.0 47.8 0.0 0.000 TL 11.75 PV Pipe: 50 -432.9 4.260 PL 9.58 PF 0.4 M1 14.8 H.S. 44.0 255.5 9.7 120 FTG ---- PE 0.0 M2 14.8 0.0 44.4 0.0 0.042 TL 9.58 PV Pipe: 51 -633.9 4.260 PL 9.96 PF 0.8 M2 14.8 0.0 44.4 0.0 14.3 120 FTG ---- PE 0.0 M3 14.8 0.0 45.3 0.0 0.085 TL 9.96 PV Pipe: 52 -667.1 4.260 PL 1.42 PF 2.6 M3 14.8 0.0 45.3 0.0 15.0 120 FTG T PE 0.0 XM2 14.8 0.0 47.8 0.0 0.093 TL 27.72 PV Pipe: 52A 0.0 4.260 PL 11.29 PF 0.0 M4 14.8 0.0 47.8 0.0 0.0 120 FTG T PE 0.0 XM1 14.8 0.0 47.8 0.0 0.000 TL 37.59 PV Pipe: 53 0.0 4.260 PL 0.83 PF 0.0 XM1 14.8 0.0 47.8 0.0 0.0 120 FTG ---- PE 0.0 XM2 14.8 0.0 47.8 0.0 0.000 TL 0.83 PV Pipe: 54 -667.1 4.260 PL 342.59 PF 47.8 XM2 14.8 0.0 47.8 0.0 15.0 120 FTG 172.2 PE 5.6 6067 1.9 0.0 101.3 0.0 0.093 TL 514.79 PV Pipe: 55 -667.1 8.329 PL 1.50 PF 0.0 6067 1.9 0.0 101.3 0.0 3.9 120 FTG ---- PE 0.0 5696 1.9 0.0 101.3 0.0 0.004 TL 1.50 PV Pipe: 56 -667.1 8.329 PL 19.40 PF 0.2 5696 1.9 0.0 101.3 0.0 3.9 120 FTG 32.0 PE 0.0 6021 1.9 0.0 101.5 0.0 0.004 TL 51.40 PV Pipe: 57 -667.1 10.020 PL 20.17 PF 0.1 6021 1.9 0.0 101.5 0.0 2.7 120 FTG 67.0 PE -1.6 6176 5.7 0.0 100.0 0.0 0.001 TL 87.17 PV Pipe: 58 -667.2 10.400 PL 113.08 PF 0.2 6176 5.7 0.0 100.0 0.0 2.5 140 FTG 137.1 PE 4.2 SRC -4.0 SRCE 104.4 (N/A) 0.001 TL 250.18 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal 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 0.003 gpm and a maximum imbalance at any node of 0.187 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.5 ft/sec at pipe 41. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 8.329 22.16 43.09 16.00 55.40 14.77 4.92 38.16 38.16 43.09 10.020 22.00 50.00 16.00 55.00 19.00 5.00 37.00 37.00 50.00 10.400 26.37 59.94 19.18 65.93 22.78 5.99 44.35 44.35 59.94 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 ChkVly 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 H Q I S U V W 22/Ell 11gEll Couplg FM90E1 FM45E1 FMTee FMRunT 4.260 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 DATE: 7/14/2008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal a a> > 0 • N NOV r S4 r >,V o C O u) Ol u) • 01 a rt 01 al SS -1 @ a) @ Q N oH a k m Q •• 2 a Ti a U N W 3 a) i O C7 r- � co 0 co -1 W --i • mm rx., a m a)ro• O M N O r1 CL H AC W Av CO P4 0 0 O N r-1 N 0 0 N 0 0 0 0 0 o 0 0 0 0 N 0 M l0 ,f' CD f< 5 0W a fx 41 cn cn D R: W — 01 CO -H -- 0 0 N 0 0 ( 0 0 o H H 0 0 —� a t` O H 0 0 0 U) 0 0 .41 0 0 M 0 0 N N O a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/14/2008 C:\HASS79\RE-SUB_OAKLEY.SDF JOB TITLE: OAKLEY-Resubmittal WATER SUPPLY CURVE 1 \ 1 \ I \ 108+ \ X \ 1 \ 1 \ P 96+ \ R 1 \ E 1 \ S I S 84+ U 1 R I E 1 72+ ( 1 P 1 S 1 I 60+ 1 1 1 48+ 1 1 1 36+ 1 1 1 24+ 1 1 1 12+ \ \ \ \ \ \ LEGEND \ \ \ \ \ \ \ \ \ \ \ 11 * <-20.0 psi @ 10900 gpm X = Required Water Supply Flow Test Point 104.38 psi @ 917.2 gpm " II 1 0 = Available Water Supply 1 138.77 psi @ 917.2 gpm 1 0++-+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) TOLCO FIG, 980 UNIVERSAL SWAY BRACE FITTING 1' SCH 4 TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TELCO PIPE CLAMP FIG. 4A (2IA' PIPE AND LARGER) FIG. 4 (2' PIPE AND SMALLER) LONGITUDINAL BRACE NTS ADJACENT TENANT D O Ithout Comments As Noted In Red Per The Attached Loper i nese plans have been reviewed by The Tukwila Fire Prevention Bureau ,r conroi n at;co firth currant city standards. Acceptance is {.,b;}.;::t to ci rors and Omissions which do i Tot authorize violations of adopted 1 standards and o: _ nr'::,;r. T(;.: re„tlontiin y for the adequacy o. a; , _. :.:F. 1U: tri.; designer. Additions, dei':' :0;:3 Of :>:b'Itii;: fl: k these diusPings atter this date will void I -.� uc �� ,,- _: .nd %,,,,;11 require a resubmittal of re.inoi Ui r,Pinl^Is for au:.scquFent approval. Final acceptance i. sct to fed test and inspection by I The Tukwila Fire Prevention Bureau. TOLCO FIG. 980 UNIVERSAL SWA BRACE FITTING Z. Syi. • ,.• •w,•. 1' SCH 4 TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TELCO FIG. PIPE CLAMP KWIK BOLT 45 DEG. MIN. LATERAL BRACE (2' PIPE & SMALLER) NTS —7/_O2// 5'-6"-- TOLCO FIG. 98 UNIVERSAL SWAY BRACE FITTING TOLCO FIG. 1001 FAST CLAMP 1' SCH 4 LATERAL BRACE IL' KWIK BOLT (2' PIPE & LARGER) NTS 10' 5'-0" ARGCO #3B OFFSET WHERE LENGTH OF ALL THREAD ROD EXCEEDS 1'-10' ADD SECOND RESTRAINT ADJACENT TENANT 3/8 X 3-1/2 LAG SCREW FOR WOOD 1/4' KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BARJ❑IST OR STEEL BEAM 3/8'x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT HANGER RING (UP TO 2' PIPE) LINE RESTRAINT DETAIL SYMBOL =X NOTE: 1) SPACE WITH IN 6' OF A HANGER EVERY 42'-0'. 2) BRACING PER NFPA-13(2007 ed,) SECTIONS 9.35.8.8, TABLE 9,3.5,8,8(c) AND 9.3.6-RESTAINT OF BRANCH LINES _...5,_32„ 21'_7„ 10'-0" 6' 32" I Co By: 41A SI fUKWILA FIRE DEPARTMENT Please call: 575-44.07, and give this job D -P -L__ o. aJ.lress for shut. .I. rest.,rotion aciorovai I-� [14' 1! II 6'--11 1 ofl FWIDRESSING R�UI O // 9 8 // 1 M1 ro21STOCKRCOM It'2 8 E3 0 CO 1 5” 11 9-83 1, H 0 15'-0' II 9=8 9/ 12// IM SALES AREA i II 0- 8 5' OUTLINE OF CLOUD 22 4'-22" 9-83 1`! OUTLINE OF CLOUD (BUNG I'2, 9=8 9=8 // ill 1-0 15'-0' 5) 8'-0" Weld stamps must be ,.De is paint ;ail:`fI i 39'-11" // --4'-1 -4/_1 3'-3' FIRE SPRINKLER PIPIN PLAN SCALE: 1/4"=r -O" ITO —,ICU TOLCO FIG. 65 C -CLAMP PIPE ROD SIZE DIA I' 3/8' I I/4' 3/8' I 112' 3/8' 2' 5/8' 21/2' 378' 3' 3/8' 4' 3/6' 6' 1/2' 8' I/2' RETAINER STRAP, NUT THREADED ROD HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 04/2001 r COSCO STANDARD HANGER I 2 TYPICAL HANGER LENGTH, 1' AND 111' PIPE=1'-7' (AT 16'-O' AFF ELEVATION) 1$' P1PE=1'-6)&' SEE PLAN FDR ALL OTHER LENGTHS uL HILTI KWIK BOLT TZ ANCHOR ICC REPORT #ESR -1917 MIN OF 3,000 PSI CONCRETE MIN 3 1/4' CONCRETE OVER MAX 3' METAL DECK 3/8' ANCHOR w/20# TORQUE: TENSION.395#, SHEAR=750# I/2' ANCHOR w/40# TORQUE: TENSION=440#,SHEAR=750# 1/2' MIN ROD COUPLING THREADED ROD PIPE ROD SIZE DIA I' 3/8' I.25' 3/8' 1.5' 3/8' 2' 3/8' 2.5' 3/8' 3' 3/8' 4' 3/8' 6' 1/2' 8' v2' BOLT LGTH 7' 7' 7' 7' 7' 7' 7' 7' 7' IMBED DEPTH 2 I/4' 2 I/4' 2 1/4' 2 /4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' 2 1/4' HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 04/2007 COSCO STANDARD HANGER I 13 MDLH HYDRAULIC DESIGN—REMOTE AREA OAKLEY - ENTIRE TENANT SPACE ORDINARY HAZARD GROUP 2 .20 GPM/1500 S.F. K=5.6 130 S.F. MAX. PER HEAD 12 SPRINKLERS DISCHARGING IN REMOTE AREA SYSTEM DEMAND: 900.1 GPM ® 90.3 PSI TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 - FOR 1" AND 1-1/4" PIPE AND HANGER TYPE 2 - FOR 1-1/2" AND 2" PIPE AND HANGER TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY OFIGURE 25 SURGE RESTRAINER FOR STEEL OR CPVC PLASTIC PIPE ToLeO FIRE SPRINKLER SYMBOL LEE \D C LONGITUDINAL SWAY BRACE LATERAL SWAY BRACE BRANCHLINE RESTRAINT PIPE HANGER PIPE ELEVATION AFTER FLOOR CEILING ELEVATION AFTER FLOOR HYDRAULIC NODE CONCEALED PENDENT SPRINKLER RECESSED SPRINKLER UPRIGHT SPRINKLER THIS SYSTEM RISER -T2 TYPICAL DROP TO SPRINKLER HEAD 1 1/2" BRANCHLINE "FLEXHEAD" FLEXABLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE ADJUSTABLE HUB MOUNTING BRACKET \ I---1' - 0'---I TYPICAL DROP TO SPRINKLER HEAD IN AC TILE CEILINGS ARMOVER DETAIL FOR SPRINKLERS ABOVE AND BELOW CLOUDED CEILING GENERAL NOTES 1. 2. 3, 5. 6. 7. 8. 9, 10. 11. 10. 11. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA FIRE DEPT. REQUIREMENTS. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. PIPE: ALL PIPE 2' AND LARGER TO BE SCHEDULE 40 BLACK STEEL. ALL PIPE 2h' AND LARGER TO BE SCHEDULE 10 BLACK STEEL. FITTINGS: ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE STAR BRAND DUCTILE IR❑N. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. ALL ELECTRICAL WIRING AND CONDIUT IS BY OTHERS. ALL WELDING TO CONFORM WITH AWS D10.9 AND WILL BE PERFORMED IN COSCO'S SHOP. IT IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER SYSTEMS HEATED TO A MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OF PIPES, OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE 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. 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 FIRE PROTECTION. UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PROVIDE COSCO WITH THE PROPER CERTIFICATE OF DOING SO BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE. SPRINKLER HEADS ARE DESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1- 1'). ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. WEST RISER ROOM -PLAN VIEW FILE COPY TENANT SPACE #566 CEILING KEY PLAN NO SCALE ii _v/an,n,rl 1C no"IoaJI.P. • /W&( ticlnh•.rmrr SPRINKLER HEAD LEGEND : SYMBOL S/N ORIFICE NPT K -FACT. REUABLE MODEL G4A QR CONCEALED PENDENT • R5417 1/2' 1/2' 5.6 HEAD FINISH , BR PLATE FINISH TEMP. QUAN. WH 165° 14 RELIABLE MODEL F1FR QR PENDENT R3615 1/2' 1/2' 5.6 CH CH 155° 3 RELIABLE MODEL F1FR QR UPRIGHT 0 R3625 1/2' 1/2' 5.6 BR N/A 155° 8 APPROVALS BY: CITY OF TUKWILA TOTAL SPRINKLERS THIS SHEET 25 ..® 00 0 . ••® 0 0 0•. ••®0 00•• •off O • • I COSCO 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: COSCOFP1IONM OAKLEY _ -6�33SOUTHCENTER PKWY SUITE -566- 5. TUKWILA, WA. 2.;1 - - 2008 CONHRACT WITH: LAKEVIEW CONSTRUCTION INC. 10506 CORPORATE DRIVE, SUITE 200 PLEASANT PRAIRIE, WI. 93158 Tukwila Fire -�2(odz DRAWING TITLE FIRE SPRINKLER TENENT IMPROVEMENT /(7.z DATE : 05-31-08 SCALE : 1/4"=1'-Y' DRAWN BY : T.N.RHODES JOB 5KS7950 SHEET NO. 1 oft TELCO FIG. 980 UNIVERSAL SWAY BRACE FITTING . 1' SCH 4 TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING • KWIK BOLT 5 DEG. MIN. TELCO PIPE CLAMP FIG. 4A (2I' PIPE AND LARGER) FIG. 4 (2' PIPE AND SMALLER) LONGITUDINAL BRACE NTS 3 A, TOLCO FIG. 980 'UNIVERSAL_ SWA BRACE FITTING • TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING 1' SCH 4� At", TOLCO FIG. PIPE CLAMP KWIK BOLT 45 DEG. MIN. LATERAL BRACE (2' PIPE & SMALLER) NTS TOLCO FIG. 98 UNIVERSAL SWAY BRACE FITTING TOLCO FIG. 1001 FAST CLAMP t 1,r 7..6. le •. •',•t ' 1 N 1' SCH 4 ' KWIK BOLT LATERAL BRACE (2' PIPE &. LARGER) NTS .ARGCD #3B OFFSET 3/8 X 3-1/2 LAG SCREW FOR WOOD 1/4' KWIK BOLT FOR CONCRETE 1/4 X 1 TEK FOR BARJOIST OR STEEL BEAM 3/8'x1-10 ALL THREAD ROD MAX PER SINGLE RESTRAINT WHERE LENGTH OF ALL THREAD ROD EXCEEDS 1'-10' ADD SECOND RESTRAINT LINE RESTRAINT DETAIL SYMBOL = 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 -IR- SPRINKLER PIPING PLAN SCALE: 1/4",11.0• � ALL PIPE LENGTHS SH -W\ ARE CUT .LE\GIHS REVISIONS NO. DESCRIPTION DATE BY RE.sUF51-tvr- AS-aV'LTs g eAttiALHaa•1U>45 SPRINKLER HEAD LEGEND : UL TOLCO FIG. 65 C -CLAMP PIPE. ROD SIZE DIA I' 3/8' 11/4' 3/8' 1 1/2' 3/8' 2 318• 2 1/2' 5/8' 3' 3/8' 4• . 3/8' 6' I/2' 8' 1/2' RETAINER STRAP, NUT THREADED ROD . HILTI FIG LH OR TOLCO FIG 200 HANGER RING 0 04/2001 r COSCO STANDARD HANGER I 2 TYPICAL HANGER LENGTH' 1' AND a, PIPE=1'-7' (AT 16'-0' AFF ELEVATION) 11&' PIPE=1'-6V SEE PLAN FOR ALL mat LENGTHS uL HILTI KWIK BOLT TZ ANCHOR ICC REPORT #ESR -I917 MIN OF 3.000 PSI CONCRETE MIN 3 I/4' CONCRETE OVER MAX 3' METAL DECK 3/8' ANCHOR W/20# TORQUE: TENSION-395#,SHEAR=750# 1/2' ANCHOR w/40# TORQUE: TENSION-440#.SHEAR=750# I!2' MIN N ROD COUPLING THREADED ROD PIPE ROD BOLT IMBED SIZE DIA LGTH DEPTH I' 3/8' 7' 21/4' 1.25' 3/8' 7' 2 I/4' 1.5' 3/8' 7' 21/4' 2'. 3/8' 7' 2 1/4' 2.5' 3/8' 7' 2 I/4' 3' 3/8' 7' 2 1/4' 4' 3/8' 7' 2 1/4' 6' I/2' 7' 2 1/4' 8' 1/2' . 7' 2 I/4• HILTI FIG LH OR TOLCO F G 200 • HANGER RING 0 04/2007 I COSCO STANDARD HANGER 113 MDLH TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 — FOR 1" AND 1-1/4" PIPE AND HANGER TYPE 2 - FOR 1-1/2" AND 2" PIPE AND HANGER TOLCO FIG: 25 IS DESIGNED TO BE USED ONLY • WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION. OR SEISMIC ACTIVITY . OFIGURE 25 SURGE RESTRAINER FOR STEEL OR CPVC PLASTIC PIPE 1QtG� =11Re SPRINKLER SYMBOL LEEND C [4'-100 • 0 LONGITUDINAL SWAY BRACE LATERAL SWAY BRACE BRANCHLINE RESTRAINT PIPE HANGER PIPE ELEVATION AFTER FLOOR CEILING ELEVATION AFTER FLOOR HYDRAULIC NODE CONCEALED PENDENT SPRINKLER RECESSED SPRINKLER . UPRIGHT SPRINKLER SYMBOL S/N ORIFICE NPT K -FACT. HEAD FINISH THIS SYSTEM 'RISER—T2 PLATE. FINISH TEMP. (GAN. REUABLE MODEL G4A QR CONCEALED PENDENT R5417 1/2' 1/2' 5.6 BR WH 165° 14 RELIABLE MODEL F1 FR QR PENDENT R3615 1/2' 1/2' 5.6 CH CH 155° 3 REUABLE MODEL FIFR QR UPRIGHT 0 R3625 1/2' 1/2' 5.6 BR N/A 155° 8 APPROVALS BY: CITY OF TUKWILA I TOTAL SPRINKLERS THIS SHEET 25 TYPICAL DROP TO SPRINKLER HEAD 1 1/2" BRANCHLINE "FLEXHEAD" FLEXABLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE ADJUSTABLE HUB MOUNTING BRACKET \\\ TYPICAL DROP TO SPRINKLER HEAD IN AC TI E CEILINGS ai O T CEILING i a EPTE Without Comments As Noted In Red Per The Attached Letter i nese plans have been reviewed by The Tukwila Fir Prevention Bureau for conformance with current city standards. Acceptance is 5uhic'ct to errors and omissions which do not authorize violations of adopted .. stanaaras and ordinances. The responsibility for the 1 adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings a' earl, this date will void this acceptance and will require a resubmittal of revised drawings for subsequent appr�V Final acceptance is subject to field test and Inspect The Tukwila Fir Prevention Burea . ARMOVER DETAIL FOR SPRINKLERS. ABOVE AND BELOW CLI' • CEILIIV l/"G" By: / •? 00 11.3i. GENERAL NOTES 8 i 1. 2. 3, 4, 5. 6._ 7. 8, 9. 10, 11, 10, 11. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND CITY OF TUKWILA FIRE DEPT. REQUIREMENTS. ALL MATERIALS SHALL BE NEW AND U.L. APPROVED. PIPE' ALL PIPE 2' AND LARGER TO BE SCHEDULE 40 BLACK STEEL, ALL PIPE 2' AND LARGER TO BE SCHEDULE 10 BLACK STEEL, FITTINGS' ALL FITTINGS (SCREWED AND GROOVED) AND GROOVED COUPLINGS TO BE STAR BRAND DUCTILE IRON. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT IS BY OTHERS. ALL ELECTRICAL WIRING AND C❑NDIUT IS BY OTHERS. ALL WELDING TO CONFORM WITH AWS D10.9 AND WILL BE PERFORMED IN COSCO'S SHOP. IT IS THE BUILDING OWNERS RESPONSIBILITY TO KEEP ALL AREAS WITH WET SPRINKLER SYSTEMS HEATED TO A MINIMUM 40 DEGREES FAHRENHEIT TO PREVENT FREEZING OF PIPES. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE 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, 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 FIRE PROTECTION, UNDERGROUND CONTRACTOR SHALL FLUSH THE UNDERGROUND AND PROVIDE COSCO WITH THE PROPER CERTIFICATE OF DOING SO BEFORE COSCO WILL CONNECT TO THE UNDERGROUND PIPE. SPRINKLER . HEADS ARE DESIGNED TO BE IN CENTERLINE OF CEILING TILE (+1- 1'). TUKWILA FIRE. DEPART►Y'c..Lxt Please call: 575'4407. and give this job ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. WEST RISER ROOM -PLAN VIEW i♦ i 0 ®O • ••® 00 e•• ••00•_• ••® 00O° • SCO 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 No. Ca -' Tod exact address for shut' itmf+ or restoration approval. z AS UIL Kai PLAN NO SCALE TENANT SPACE #556 MOT:� OAKLEY 633 SOUTHCENTER PKWY SUITE 556 TUKWILA, WA. W.,FR,li• LLC__ V.A"'!N P.AI. CONTRACT MIN: LAKEVIEW CONSTRUCTION INC. 10506 CORPORATE DRIVE, SUITE 200 PLEASANT PRAIRIE, WI. 93158 DRAWOIG TITLE FIRE SPRINKLER TENENT IMPROVEMENT DAIS: 05-31-08 SCALE : 1/4" = 1'-O' DRAWN BY : T.N.RHODES ADD SKS 7950 SHEET NO. 1 oft OAKLEY FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UV3E SHEET TITLE FA -01 SYSTEM I\FOIVATIO\ FA -02 TYPICAL DETAILS - WRI\G A\D V OU\TI\ G FA -03 FRE ALAa VI SYSTEM FLOO PLA\ FA -0 SYSTEfv CALCULATIONS (GENE AL), �ISE�, SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS , AREA TWO 600V #12 AWG THHN/THWN .244 O.D. ' .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 O.D. ..0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .82 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED. NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NEPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. 9. FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM. RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21.. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT: 22. NFPA 72 2007 6.4.2.2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE. INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME. CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM' SEPARATION TO PREVENT PHYSICAL DAMAGE IS ' 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 `M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 1 2 3 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACK BOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE WITH RELAY HTRI-R SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD �Q LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE ®D DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) SET -MC CW SIEMENS SET -MC -W SIEMENS SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 4S DEEP BOX W/ 1-1/21 EXT. 4S DEEP BOX W/ 1-1/2" EXT. CEILING 80" A.F.F. TO BOTTOM CEILING C FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -'CW SIEMENS 4S BOX W/ 1G RING CEILING FIRE ALARM ❑L STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) Y C ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. SET -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) MR MULTI -VOLTAGE CONTROL RELAY SET -W SIEMENS SET -S17 -WP SIEMENS MR -201/C AIR PRODUCTS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM MT-SUR-BOX 1/2" PIPE VERIFY IN FIELD 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. F.B.O. F. B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD JUNCTI❑N BOX F.B.O. F.B.O. w. N/A VERIFY 1`rritt-17' A.F.F. ABOVE FINISHED FLOOR N/A r,.. F.B.O. FURNISHED BY OTHERS N/A NIA 6%. N/A CE PTS WithoutComments N/A N/A N/A APPLICABLE IN/ I-' ",As '� � N.Olea'In Red ", I-1 0 Per ThP attached Letter U.O.N. UNLESS OTHERWISE NOTED N/A N N t nese plans have been reviewed by The Tukwila hire Provcntion Bureau for conformance with current city WP WEATHERPROOF DEVICE N/A N tandards. AcceptangziiA subie3t to errors angit/A omissions which do not authorize violations of adopted The for the A cor Fir Cera RED AS BUILT ADD OR CHANGE N/A N stanaarcis and orthnancc3. rccponcibility dequacy of design reOeslotally with the desigwA Additions, deletions or revisions to these drawings atter to comn GREEN AS BUILT REMOVE N/A N this date will void tliis,acceptance and will require a esubmittal of revisedl teaNrings for subsequentIa proval. Te; ar Fa BLUE AS BUILT NOTES TO CAD N/A N Final acceptance is subject to field test and inspection by N/A he Tukwila Fire Pre4fit`on BureauI?oc 6 o s in a terr pate: 0 uy: = -) TUKWILA FIRE DEPARTW4g•►., Please call: 575.4402 and give this job No.0 and exact address for shuti ;gown or restoration approve& 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS [REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE m 0 M 0 to 2 CaCC( 1 coo J' - c0 C) w �p W 0 __I 2 wy ocn < Iz ¢ :D O� LL(oY NOTICE npleted, signed, Ti kwila I - Department Pre-test I icate must be prey ented the Inspector prio - to iencement of Acce)tance )ting of any Fire Alarm 1d Detection Systems. ilure of test will result Re -inspection Fee and rlination of the testing. RECEIVED JI4-0 TukIa Fire f."°9-1� Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved J SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/03/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: SHEET FA -01 J THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE DUCT DETECTOR LOCATION FROM XLS CONTROL PANEL OR r PREVIOUS ADDRESSABLE DEVIL 1 � END OF LINE DEVICE(3.6K 1/4W) O SUPERVISED SWITCH GROUND Nd— Lr) HTRI-R STATUS LED NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. O co o 0 coo N.O. COM N.C. TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE L + NOTE 1' VOLTAGE MAX,— CURRENT MAX,— CONT. RES, MAX.— MAX. CABLE LENGTH— C CLINE TO LINE)— C CLINE TO SHIELD)— MAX, LINE SIZE— MIN, LINE SIZE - OUTLET SAMPLING TUBE INLET SAMPLING—\, TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE MUSIC QAC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE {(-) FROM XLS CONTROL PANEL ❑R�+) PREVIOUS ADDRESSABLE DEVICE U-) RELAY CONTACTS (4.OA @ 125VAC) - (4.OA @ 30VDC) 27 VDC 3,5 rIA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC. TO GUARANTEE DETECTION, 0 1_0 0 TB1 S a O O m 23456 HCP ma +( 654321 TB2 J 0 0 0 END OF LINE 1 DEVICE 7' o (3.6K 1/4W) SUPERVISED SWITCH GROUND / / / O O HTRI—D STATUS LED O. r CD 0�0 NOT USED END OF LINE DEVICE 3.6K 1/4W) O NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 0 GND N AC �rLi T T U LI PAD -3 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE \. UPERVISED SWITCH 2 NAC -4 2NAC-3 2 NAC -2 NAC -1 ( FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE + DEVICE LOOP NOT USED REMOTE DEVICE LOOP.., 0— FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) C'V' CABLE) 470 OHMS �YV EOL T ) M-1 Q o _1-_: 0 CQCO 3 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE NONE 0) ) STROBE SPEAKER (+) (-) EARTH GROUND -�(+)TO NEXT DEVICE OR l (-) STOP IF LAST DEVICE f +) ( ) STROBE (+) STR❑BE) SPEAKER � U SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY R 80" A.F.F. O O 4SDEEP BOX W/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE:NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. ER�TIIN TEMPERATU E: +32' F O— C TO 100'F 38' C) HUMIDITY: 0-9 % RELATIVE HUMIDITY, NON—CONDENSING HFP-11 SMOKE DETECTOR —*FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE r DATA IN ( ) > it DATA IN (+) > DEVICE IS USTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE -E- > ( ) DATA OUT > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID — CEILING HARD LID SPEAKER SUPPORT TL - BRIDGE 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT JUNCTI❑N BOX MOUNTED ON CEILING. FLEX / / / / / / 0 0 IL TO NEXT DEVICE CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE:NONE J \ SUSPENDED ILLUMINATED CEILING DO \0T I\STALL ADDRESSA' LE II\ T A DEVICES UNTIL PREPROGRAMMED WIT DEVICES ADDRESS. H G Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved Ei4 *Li 1743 1ST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE co 0 M 0 Lo z p z 0 z V z r1 V J W J CL SCALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/03/08 BACKROUND PLAN PROVIDED BY: `JOB NUMBER: SHEET FA -02 } 2S,2V a a o--ES,2V r- ; 141 W w�w 75 C NORTH a a;. l w 5 a EOL—S1 20.14V EX - w w w iv w a C' (0 W a w 7-7 4. CATHY JEANS WESTFIELD SOUTHCENTER MALL SCALE 118"=1' AG \0 ES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,CSEE SIEMENS INSTALLATION SUBMITTAL FOR LOCATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLATOR FIRE SUPPRESION SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL, FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER. AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. DO NO INS ALL ADDRESSABLE NT T DEVICES JNTIL PREPROGRAM EVICES ADDR •� M ATI ED WO -SS. F - G z Lu icg z F) O F -- C9 z_ U) u_i F- Q uJ U) 0 V) L1.1 F- U) FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z DESCRIPTION SHOP DRAWINGS DATE 5/15/08 o CCCCC SCALE: 1/8"=1' ct W LL DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/12/08 BACKROUND PLAN PROVIDED BY: :.JOB NUMBER:54494 SHEET Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved FA -O3 NORDSTROM 3 LEVEL �. 171,27.5s` PASIN O OHS J. n‘D(5M.).Y5 i3 maty 4 I.[v}; 25C',407'of L, 0o.0.0 J :N( 00JPr Pi Lr 071, Ralph LOS Y114%.z llv 001.150.1 00(4F.0;1I. j E • i • `-1 -1.3 JCPentrey . • LI:VE 276,0130sf " 011 AIDS r'm01.0cf 6:E lv,00'IO 111.1 1C -HO [:a51 O II [ I 0:1 0 :•'.] ,J u 0i I;00 „ 0 0SUMa •<:i 0 ., Ce G I ♦ i O Co S:> :.I ),r.^'>^^n7----, ., 11 NORTH ca =a 1 U:5 PAM ^1::A ul 01(100'05 EITE OAKLEY WESTFIELD SOUTHCENTER MALL' uuu SCALE 1132"=1' 15 15 15 30 C 75 EX D,ID 2I SYSTEM CALCULATIONS BATTERY SIZING CALCULATION OAKLEY OAKLEY FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE 00 Panel: ,OAKLEY Wire Resistance 1.62 0 June 3, 2008 CURRENT TOTAL= 465 Current Load: Standby: Alarm: S1 Current Load: Standby: Alarm: <<<< QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total _____ 0 SET -MC @15CD 64_ 0 Device Type Qty Amps Total Amps Total 1 Device Type 98 Qty Amps �_ Total Amps Total (WL * 2) * (R/ft) HFP-11 1 SET -MC @75CD 0.0022 0.0022 0.0023 Total Device Load, Amps (I) Y 0.47 0 SET -MC @11 OCD 233 0 T AD2-P 1 0.0635 0.0635 0.064 0.064 SET-HMC-C@115CD Main System Board 0 1 0.03 0.03 0.030 0.030 0.29 HTR -R SET-HMC-C@177CD 2 0.009600 0.0096 0.021 0.042 SET -MC @15CD (E= I * R) 0 SET -HMC @135CD 318 0.064 HTRI-D 0.001600 20.11 0.0035 SET -HMC @185CD 445 SET -MC @30CD 1 0.098 0.098 3 ICP -B6 64 192 0.005 _ SET -MC @75CD 1 Z -MC @30C D 98 0 0.175 0.175 _. 0 SET-MC-CW@110CD 233 0 SET -MC @110CD _ 20.1122394) 465 0.233 DEVICES= 5 TOTAL mA= 465 12 191 SET HMC-C@115CD Notification Appliance Circuit Detail 0.318 PROJECT: WESTFIELD SOUTHCENTER MALL Panel: OAKLEY SET-HMC-C©135CD 2.58' Date: 0.318 CURRENT TOTAL= 7.2 CIRCUIT: SPEAKER CIRCUIT 0.0731 Amps 0.106 Amps SET HMC-C@185CD QTY Device Type 0.445 Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 7.2 ZR -MC @15CD 3 Total Wire Resistance (R) 0.99 0.064 0.192 0_ Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours ....._.�...�...�.�.... �..a....�_...��...�...�.�...,.�.�,......,...��.�.�,�.M���._..."-,..._..�.�..ti�_.�........_�w.� ZR -MC @30CD jTotalDeviceLoacl,Amps(I) _ ..._. 0 0 01 0.098 (Total Cct Load) 0 0 0 _ �� �� Voltage Drop ( E) 0.01 HCP 0.0015 20.3-6- 0 Alarm Current Load: 0 0.106 Amps For 5 Minutes= 0.009 Amp -hours 0 0 $ (20.4 - E) 0.03 Amps 0.495 Amps 0 0 0 DEVICES= 4 TOTAL mA= 7.2 • 14 191 20.39290397 7.2 25% Derating= 2.204 Amp -hours Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours Alarm Current Load: 0.495 Amps For 5 Minutes= 0.042 Amp -hours Total System Current Load: 2.204 Amp -hours 25% Derating= 0.952 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.952 Amp -hours Battery Pair to be Used: 12VDC 1 Amp -hours 7AH BATTERY SIZING CALCULATION FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS ;REV. BY: Z a Notification Appliance Circuit Detail DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE 00 Panel: ,OAKLEY Wire Resistance 1.62 0 June 3, 2008 CURRENT TOTAL= 465 M Date: CIRCUIT: S1 o <- <<<< QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total _____ 0 SET -MC @15CD 64_ 0 Total Wire Resistance (R) _._�.,.._...-� 0.62 .___.....�.._. 1 SET -MC @30CD 98 98 � - �_ (WL * 2) * (R/ft) 1 SET -MC @75CD 175 175 Total Device Load, Amps (I) Y 0.47 0 SET -MC @11 OCD 233 0 T (Total Cct Load) 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E) 0.29 0 SET-HMC-C@177CD 445 0 (E= I * R) 0 SET -HMC @135CD 318 0 EOL Voltage 20.11 0 SET -HMC @185CD 445 0 _ (20.4 - E) 3 Z-MC@15CD 64 192 ^ _ 0 Z -MC @30C D 98 0 _. 0 SET-MC-CW@110CD 233 0 _ 20.1122394) 465 DEVICES= 5 TOTAL mA= 465 12 191 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: OAKLEY Wire Resistance 2.58' Date: June 3, 2008 CURRENT TOTAL= 7.2 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 4 70.7V1/8 1.8 7.2 Total Wire Resistance (R) 0.99 0 ��..._.,.,__.o.__.�.�....,_.......�...w_..,.� 0 o 0_ (WL*2)*(R/ft) ....-...0w01 .....�.._�.._�...._.��..�......- ....._.�...�...�.�.... �..a....�_...��...�...�.�...,.�.�,......,...��.�.�,�.M���._..."-,..._..�.�..ti�_.�........_�w.� jTotalDeviceLoacl,Amps(I) _ ..._. 0 0 01 (Total Cct Load) 0 0 0 _ �� �� Voltage Drop ( E) 0.01 20.3-6- 0 0 0 EOL Voltage 0 0 0 $ (20.4 - E) 0 0 0 0 0 0 DEVICES= 4 TOTAL mA= 7.2 • 14 191 20.39290397 7.2 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS ;REV. BY: Z a DESCRIPTION SHOP DRAWINGS DATE 00 0 M 0 cc) o <- <<<< CO CO Q w ap CC °C F' LLI 11-1 Z - I w = LLI Q = Q p < (o --�� 0 H 0 J Q 0 W >- / \ U) SCALE: 1/8" =1 ' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/03/08 BACKROUND PLAN PROVIDED BY: RISER DIAGRAM VOLTAGE DROP CALCULATION Copyright 2006 b Guardian Securit S stems, Inc. All Ri • hts Reserved JOB NUMBER: SHEET FA -04