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HomeMy WebLinkAboutPP - 1046 SOUTHCENTER MALL - LIMITED TOO - PERMITS AND PLANS1046 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-319 08-S-234 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Limited Too 1046 Southcenter Mall Permit No.: 08-S-234 Date: May 28, 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 % 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). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. COSCO FIRE PROTECTION, INC. 10910 - 117TH PLACE, N.E. KIRKLAND,WA 98033-5027 HYDRAULIC CALCULATIONS FOR Limited Too 1046 Southcenter Mall, Suite #1230 Tukwilla, Wa. 98188-2823 DATE: MAY 21, 2008 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Ordinary Group II DENSITY: .20 gpm / 1500 sq. ft. AREA OF APPLICATION: 1560 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. MAX NUMBER OF SPRINKLERS CALCULATED: 18 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 413.9 gpm TOTAL WATER REQUIRED (including hose): 904.0 gpm FLOW AND PRESSURE (@ SOURCE): 904.0 gpm @ 95.0 psi FLOW AND PRESSURE (@ BOR): 653.9 gpm @ 89.9 psi SPRINKLER ORIFICE SIZE: 1/2 inch DESIGN/LAYOUT BY: Justin Johnson AUTHORITY HAVING JURISDICTION: City of Tukwilla CONTRACTOR CERTIFICATION NUMBER: COSCOFP110NM CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALC'S\LIMITED TOO_1.SDF JOB TITLE: Limited Too WATER SUPPLY DATA SOURCE NODE TAG SOURCE 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) S1 1 S2 2 S3 3 S4 4 S5 5 S6 6 S7 7 S8 8 S9 9 S10 10 S11 11 S12 12 S13 13 S14 14 S15 15 S16 16 S17 17 8.0 15.0 12.0 15.0 9.0 15.0 9.0 15.0 12.0 15.0 12.0 15.0 12.0 15.0 12.0 15.0 12.0 15.0 12.0 15.0 12.0 15.0 10.0 15.0 12.0 15.0 12.0 15.0 12.0 15.0 12.0 15.0 12.0 15.0 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 AVAIL. PRESS. (PSI) 138.8 TOTAL @ DEMAND (GPM) 904.0 GPM 250.0 GPM 240.0 GPM 414.0 GPM PRESSURE (PSI) 15.1 13.8 13.8 13.9 14.4 14.3 15.3 14.8 15.7 15.6 15.5 15.8 16.1 16.5 16.4 16.4 16.2 16.6 16.8 17.3 22.6 23.6 16.3 15.6 15.6 15.9 16.8 17.4 18.2 18.8 19.4 20.5 19.9 20.7 REQ'D PRESS. (PSI) 904.0 95.0 DISCHARGE (GPM) 21.7 20.8 21.3 21.9 22.2 22.0 22.5 22.7 22.5 23.0 26.6 22.6 22.1 23.0 23.9 24.7 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALC'S\LIMITED TOO_1.SDF JOB TITLE: Limited Too NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S18 12.0 K= 5.60 20.7 25.5 18 15.0 21.5 M1 15.0 17.6 M2 15.0 17.8 M3 15.0 - - - - 18.6 - - - M4 15.0 HOSE STREAM 24.2 240.0 M5 15.0 - - - - 24.3 M6 15.0 25.7 M7 15.0 46.1 M8 16.0 54.4 M9 14.0 79.3 TOR 14.0 81.1 BOR 2.0 87.4 M10 2.0 87.5 BFO 4.0 86.8 BFI 4.0 91.3 UG1 1.2 - - - - 92.6 - - - SOURCE -4.0 SOURCE 95.0 654.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALC'S\LIMITED TO0_1.SDF JOB TITLE: Limited Too 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 -21.7 1.049 PL 7.38 PF 1.7 S1 8.0 5.6 15.1 21.7 8.1 120 FTG 2E PE -3.0 1 15.0 0.0 13.8 0.0 0.152 TL 11.38 PV Pipe: 2 -20.8 1.049 PL 3.50 PF 1.5 S2 12.0 5.6 13.8 20.8 7.7 120 FTG ET PE -1.3 2 15.0 0.0 13.9 0.0 0.140 TL 10.50 PV Pipe: 3 -21.3 1.049 PL 9.58 PF 2.4 S3 9.0 5.6 14.4 21.3 7.9 120 FTG ET PE -2.6 3 15.0 0.0 14.3 0.0 0.146 TL 16.58 PV Pipe: 4 -21.9 1.049 PL 6.58 PF 2.1 S4 9.0 5.6 15.3 21.9 8.1 120 FTG ET PE -2.6 4 15.0 0.0 14.8 0.0 0.154 TL 13.58 PV Pipe: 5 -22.2 1.049 PL 3.50 PF 1.2 S5 12.0 5.6 15.7 22.2 8.2 120 FTG 2E PE -1.3 5 15.0 0.0 15.6 0.0 0.158 TL 7.50 PV Pipe: 6 -22.0 1.049 PL 3.50 PF 1.6 S6 12.0 5.6 15.5 22.0 8.2 120 FTG ET PE -1.3 6 15.0 0.0 15.8 0.0 0.156 TL 10.50 PV Pipe: 7 -22.5 1.049 PL 3.50 PF 1.7 S7 12.0 5.6 16.1 22.5 8.3 120 FTG ET PE -1.3 7 15.0 0.0 16.5 0.0 0.162 TL 10.50 PV Pipe: 8 -22.7 1.049 PL 3.50 PF 1.2 S8 12.0 5.6 16.4 22.7 8.4 120 FTG 2E PE -1.3 8 15.0 0.0 16.4 0.0 0.164 TL 7.50 PV Pipe: 9 -22.5 1.049 PL 3.50 PF 1.7 S9 12.0 5.6 16.2 22.5 8.4 120 FTG ET PE -1.3 9 15.0 0.0 16.6 0.0 0.162 TL 10.50 PV Pipe: 10 -23.0 1.049 PL 3.50 PF 1.8 S10 12.0 5.6 16.8 23.0 8.5 120 FTG ET PE -1.3 10 15.0 0.0 17.3 0.0 0.168 TL 10.50 PV Pipe: 11 -21.7 1.610 PL 8.92 PF 0.2 1 15.0 0.0 13.8 0.0 3.4 120 FTG ---- PE 0.0 2 15.0 0.0 13.9 0.0 0.019 TL 8.92 PV Pipe: 12 -42.5 1.610 PL 4.92 PF 0.3 2 15.0 0.0 13.9 0.0 6.7 120 FTG ---- PE 0.0 3 15.0 0.0 14.3 0.0 0.065 TL 4.92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALC'S\LIMITED TOO_1.SDF JOB TITLE: Limited Too 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 -63.8 1.610 PL 3.71 PF 0.5 3 15.0 0.0 14.3 0.0 10.1 120 FTG ---- PE 0.0 4 15.0 0.0 14.8 0.0 0.138 TL 3.71 PV Pipe: 14 -85.7 1.610 PL 3.88 PF 2.8 4 15.0 0.0 14.8 0.0 13.5 120 FTG T PE 0.0 M1 15.0 0.0 17.6 0.0 0.238 TL 11.88 PV Pipe: 15 -22.2 1.610 PL 10.00 PF 0.2 5 15.0 0.0 15.6 0.0 3.5 120 FTG ---- PE 0.0 6 15.0 0.0 15.8 0.0 0.020 TL 10.00 PV Pipe: 16 -44.3 1.610 PL 10.00 PF 0.7 6 15.0 0.0 15.8 0.0 7.0 120 FTG ---- PE 0.0 7 15.0 0.0 16.5 0.0 0.070 TL 10.00 PV Pipe: 17 -66.7 1.610 PL 0.50 PF 1.3 7 15.0 0.0 16.5 0.0 10.5 120 FTG T PE 0.0 M2 15.0 0.0 17.8 0.0 0.150 TL 8.50 PV Pipe: 18 -22.7 1.610 PL 10.00 PF 0.2 8 15.0 0.0 16.4 0.0 3.6 120 FTG ---- PE 0.0 9 15.0 0.0 16.6 0.0 0.020 TL 10.00 PV Pipe: 19 -45.2 1.610 PL 10.00 PF 0.7 9 15.0 0.0 16.6 0.0 7.1 120 FTG ---- PE 0.0 10 15.0 0.0 17.3 0.0 0.073 TL 10.00 PV Pipe: 20 -68.2 1.610 PL 0.50 PF 1.3 10 15.0 0.0 17.3 0.0 10.7 120 FTG T PE 0.0 M3 15.0 0.0 18.6 0.0 0.156 TL 8.50 PV Pipe: 21 -85.7 2.469 PL 6.50 PF 0.2 M1 15.0 0.0 17.6 0.0 5.7 120 FTG ---- PE 0.0 M2 15.0 0.0 17.8 0.0 0.030 TL 6.50 PV Pipe: 22 -152.5 2.469 PL 9.50 PF 0.8 M2 15.0 0.0 17.8 0.0 10.2 120 FTG ---- PE 0.0 M3 15.0 0.0 18.6 0.0 0.086 TL 9.50 PV Pipe: 23 -220.6 2.469 PL 20.75 PF 5.6 M3 15.0 0.0 18.6 0.0 14.8 120 FTG T PE 0.0 M4 15.0 H.S. 24.2 240.0 0.171 TL 32.75 PV Pipe: 24 -26.6 1.049 PL 3.75 PF 2.4 S11 12.0 5.6 22.6 26.6 9.9 120 FTG ET PE -1.3 11 15.0 0.0 23.6 0.0 0.221 TL 10.75 PV Pipe: 25 -26.6 1.610 PL 7.62 PF 0.6 11 15.0 0.0 23.6 0.0 4.2 120 FTG 2ET PE 0.0 M5 15.0 0.0 24.3 0.0 0.027 TL 23.62 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALC'S\LIMITED TOO_1.SDF JOB TITLE: Limited Too PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -22.6 1.049 PL 5.50 PF 1.5 S12 10.0 5.6 16.3 22.6 8.4 120 FTG 2E PE -2.2 12 15.0 0.0 15.6 0.0 0.163 TL 9.50 PV Pipe: 27 -22.1 1.049 PL 3.62 PF 1.7 S13 12.0 5.6 15.6 22.1 8.2 120 FTG ET PE -1.3 13 15.0 0.0 15.9 0.0 0.156 TL 10.62 PV Pipe: 28 -23.0 1.049 PL 3.75 PF 1.8 S14 12.0 5.6 16.8 23.0 8.5 120 FTG ET PE -1.3 14 15.0 0.0 17.4 0.0 0.168 TL 10.75 PV Pipe: 29 -23.9 1.049 PL 3.75 PF 1.9 S15 12.0 5.6 18.2 23.9 8.9 120 FTG ET PE -1.3 15 15.0 0.0 18.8 0.0 0.181 TL 10.75 PV Pipe: 30 -22.6 1.610 PL 14.12 PF 0.3 12 15.0 0.0 15.6 0.0 3.6 120 FTG ---- PE 0.0 13 15.0 0.0 15.9 0.0 0.020 TL 14.12 PV Pipe: 31 -44.7 1.610 PL 12.08 PF 1.4 13 15.0 0.0 15.9 0.0 7.0 120 FTG 2E PE 0.0 14 15.0 0.0 17.4 0.0 0.071 TL 20.08 PV Pipe: 32 -67.7 1.610 PL 9.62 PF 1.5 14 15.0 0.0 17.4 0.0 10.7 120 FTG ---- PE 0.0 15 15.0 0.0 18.8 0.0 0.154 TL 9.62 PV Pipe: 33 -91.5 1.610 PL 4.25 PF 5.5 15 15.0 0.0 18.8 0.0 14.4 120 FTG 2ET PE 0.0 M5 15.0 0.0 24.3 0.0 0.269 TL 20.25 PV Pipe: 34 -24.7 1.049 PL 5.29 PF 2.4 S16 12.0 5.6 19.4 24.7 9.2 120 FTG ET PE -1.3 16 15.0 0.0 20.5 0.0 0.192 TL 12.29 PV Pipe: 35 -25.0 1.049 PL 3.75 PF 2.1 S17 12.0 5.6 19.9 25.0 9.3 120 FTG ET PE -1.3 17 15.0 0.0 20.7 0.0 0.196 TL 10.75 PV Pipe: 36 -25.5 1.049 PL 3.75 PF 2.2 S18 12.0 5.6 20.7 25.5 9.4 120 FTG ET PE -1.3 18 15.0 0.0 21.5 0.0 0.203 TL 10.75 PV Pipe: 37 -24.7 1.610 PL 8.88 PF 0.2 16 15.0 0.0 20.5 0.0 3.9 120 FTG ---- PE 0.0 17 15.0 0.0 20.7 0.0 0.024 TL 8.88 PV Pipe: 38 -49.7 1.610 PL 9.62 PF 0.8 17 15.0 0.0 20.7 0.0 7.8 120 FTG ---- PE 0.0 18 15.0 0.0 21.5 0.0 0.087 TL 9.62 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALCIS\LIMITED TOO_1.SDF JOB TITLE: Limited Too PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -75.1 1.610 PL 6.00 PF 4.1 18 15.0 0.0 21.5 0.0 11.8 120 FTG 2ET PE 0.0 M6 15.0 0.0 25.7 0.0 0.187 TL 22.00 PV Pipe: 40 -460.6 4.260 PL 1.65 PF 0.1 M4 15.0 H.S. 24.2 240.0 10.4 120 FTG ---- PE 0.0 M5 15.0 0.0 24.3 0.0 0.047 TL 1.65 PV Pipe: 41 -578.8 4.260 PL 19.00 PF 1.4 M5 15.0 0.0 24.3 0.0 13.0 120 FTG ---- PE 0.0 M6 15.0 0.0 25.7 0.0 0.071 TL 19.00 PV Pipe: 42 -653.9 4.260 PL 201.75 PF 20.4 M6 15.0 0.0 25.7 0.0 14.7 120 FTG T PE 0.0 M7 15.0 0.0 46.1 0.0 .0.090 TL 228.05 PV Pipe: 43 -653.9 4.260 PL 71.92 PF 8.8 M7 15.0 0.0 46.1 0.0 14.7 120 FTG 2E PE -0.4 M8 16.0 0.0 54.4 0.0 0.090 TL 98.32 PV Pipe: 44 -653.9 4.260 PL 227.75 PF 23.9 M8 16.0 0.0 54.4 0.0 14.7 120 FTG 3E PE 0.9 M9 14.0 0.0 79.3 0.0 0.090 TL 267.35 PV Pipe: 45 -653.9 4.260 PL 7.00 PF 1.8 M9 14.0 0.0 79.3 0.0 14.7 120 FTG E PE 0.0 TOR 14.0 0.0 81.1 0.0 0.090 TL 20.20 PV Pipe: 46 -653.9 6.357 PL 12.00 PF 1.1 TOR 14.0 0.0 81.1 0.0 6.6 120 FTG TC PE 5.2 BOR 2.0 0.0 87.4 0.0 0.013 TL 89.90 PV Pipe: 47 -653.9 8.249 PL 3.58 PF 0.1 BOR 2.0 0.0 87.4 0.0 3.9 120 FTG E PE 0.0 M10 2.0 0.0 87.5 0.0 0.004 TL 23.58 PV Pipe: 48 -653.9 10.374 PL 31.42 PF 0.2 M10 2.0 0.0 87.5 0.0 2.5 120 FTG 4EB PE -0.9 BFO 4.0 0.0 86.8 0.0 0.001 TL 151.12 PV Pipe: 49 FIXED PRESSURE LOSS DEVICE BFI 4.0 0.0 91.3 0.0 4.5 psi, 653.9 gpm BFO 4.0 0.0 86.8 0.0 Pipe: 50 -653.9 10.374 PL 2.83 PF 0.0 BFI 4.0 0.0 91.3 0.0 2.5 120 FTG B PE 1.2 UG1 1.2 0.0 92.6 0.0 0.001 TL 24.13 PV Pipe: 51 -654.0 10.275 PL 85.00 PF 0.2 UG1 1.2 0.0 92.6 0.0 2.5 140 FTG 2ETG PE 2.2 SOURCE -4.0 SRCE 95.0 (N/A) 0.001 TL 225.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALC'S\LIMITED TOO_1.SDF JOB TITLE: Limited Too 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 0.174 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.8 ft/sec at pipe 23. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP 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 2.469 6.00 12.00 4.00 14.00 7.00 1.00 17.00 23.00 3.00 1.50 0.80 1.00 10.00 7.00 16.00 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 ChkVly BfyVly GatV1v AlmChk DPV1v 45E11 4.260 6.357 8.249 10.374 H Q I S U V W 22/Ell 11gEll Couplg FM90E1 FM45E1 FMTee FMRunT 13.20 26.30 7.90 29.00 15.80 2.60 36.90 39.50 6.60 3.30 1.60 1.30 18.40 11.90 31.60 0.00 17.60 37.70 11.30 40.20 12.60 3.80 37.70 41.50 8.80 4.40 2.20 1.30 22.60 13.80 42.70 0.00 20.00 38.90 14.50 50.00 13.30 4.40 45.60 41.50 10.00 5.00 2.50 1.10 24.50 14.50 43.40 0.00 24.60 56.00 17.90 61.60 21.30 5.60 45.60 41.50 12.30 6.20 3.10 1.10 29.10 16.80 56.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALC'S\LIMITED TOO_1.SDF JOB TITLE: Limited Too PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 45E11 10.275 H Q 22/Ell 11gE11 31.30 71.10 22.70 78.20 27.00 7.10 61.20 47.20 15.60 7.80 3.90 NOTES (USER): SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALC'S\LIMITED TO0_1.SDF JOB TITLE: Limited Too 10900.0 gpm 0 0 H W --1 04 W O 0 0 N 4) P4 -H N P4 H O o >4 • a -� N te, N • iM 3 0 0 0 H H 8 a) a) rn a'�� a)tn o 00 • • a) o • O ›, to o w � 01 ® q) aQQ) 0 H • to U a) 0• X O ¢ N op 0 >. ••-I • 0 CO CO Ci CO 01 • m a) sn 4 1 cx m 4 co rl N O O _N W N C7 0 rl N 0 0 0 0 0 O O 0 0 0 0 l0 [N N O W l0 H H H H 0 FC 0 w a n: w CO M D rx 51 — P4 M -.-1 -- 0 0 0 O 0 0 M m 0 _0 W N O O O O di H O O O 1 V N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/21/2008IMITED TOO\CALCULATIONS\HYDRAULIC CALL'S\LIMITED TOO_1.SDF JOB TITLE: Limited Too WATER SUPPLY CURVE 132+ \ 1 \ 1 \ 1 \ 120+ \ 1 \ 1 \ 1 \ 108+ \ 1 \ 1 \ 1 \ P 96X \ R I \ E 1 \ S 1 \ S 84+ \ U 1 \ R 1 \ E 1 \ 72+ \ ( 1 \ P I \ S 1 \ I 60+ \ 1 \ 1 \ 1 \ 48+ \ 1 \ 1 \ 1 \ 36+ \ 1 \ 1 \ 1 \ 24+ LEGEND \ 11* 1 X = Required Water Supply ii 95.01 psi @ 904.0 gpm " 12+ 0 = Available Water Supply 138.80 psi @ 904.0 gpm <-20.0 psi @ 10900 gpm Flow Test Point 0++-+- -+- + + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) SHEET INDEX SHEET \UM3ER SHEET TITLE LIMITED TOO FIRE ALARM SYSTEM TUKWILA, WASHINGTON FA -01 SYSTEM INFORVATIO\ FA -02 TYPICAL DETAILS - WIRI\G A\D fv OU \TI \ G FA -03 FRE ALARM SYSTEM FLOOR PLA\ FA -04 SYSTEM CALCULATIONS (GE\ERAL), �ISE�, SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD 416 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO 414 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO 416 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD 412 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD 416 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR 414 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO 418 FPL/FPLR RED (JACKET) X LOW LEVEL AUDIO TWISTED PAIR W/ SHIELD 416 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED 418 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED 418 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO 416 FPL/FPLR 'RED (JACKET) B BEAM DETECTOR POWER TWO 414 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM F 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 0.D. .0467 .210 0.D. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. LL NCH NCH NCH NCH NCH INCH 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 GENERAL NOTES 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 NFPA 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. g. 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 3 2 3 2 EX SYMBOL DESCRIPTION SYMBOLS LEGEND MODEL MANUFACTURER BACKBOX 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 0 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 FrQ 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 ®DDUCT DETECTOR SMOKE AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN HELD 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 4S DEEP BOX IN/ 1-1/2" EXT. 4S DEEP BOX W/ 1-1/2" EXT. CEILING 80" A.F.F. TO BOTTOM SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING FIRE ALARM STROBE (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX IN/ 1G RING CEILING FIRE ALARM LJ STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) YC [-DWP FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) 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 MR MULTI -VOLTAGE CONTROL RELAY SET -W SET -S17 -WP MR -201 /C SIEMENS SIEMENS 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. ID 111 IN FIELD A.F.F. JUNCTI❑N BOX ABOVE FINISHED FLOOR F.B.O. N/A JA PTE N/A Without Comments VERIFY IN FIEL N/A F.B.O. FURNISHED BY OTHERS N/A As Notpcj44i Red 0 Per The Attached Letter N/A N/A NOT APPLICABLE N/A U.O.N. UNLESS OTHERWISE NOTED N/A iAtiese plans have beerN'-hOiewed by The TukwilNsiMe Prevention Bureau for conformance with current city Au:tptance is ubievt to cigars snd which do no horize violations of ar4g} ed "az-,.as and oromances. The responsibility for the 2 -_luacy of du:;lUr1 rests lutcify with the designer. f� , riions, deletions or N_* ions to these drawinlds' Iter th..s date will void this acceptance and will require a WP WEATHERPROOF DEVICE N/A N RED AS BUILT ADD OR CHANGE N/A N resubmittal of revised drawings for subsequent appruval. A N/A N/A Final acceptance is subject to field test and inspection by NOTICE 1743 IST FAX (206) 628-4990 TEL. (206) 622-6545 J RELEASE/REVISIONS z DESCRIPTION SHOP DRAWINGS LL co 0 U) 0 cD 0 z C 00 co <co O 2 2z ~ w zz 2w= CC L.1.1 ofir JLI: � O� F- A completed, signed, Tukwila Fire Department Pre -lest Certificate must be presented to the Inspector prio - to encement of Acce Dtance AS BUILT REMOVE BLUE NOTES TO CAD TUKWILA FIRE DEPARTMEA Please call: 575.4407, end give this job end exact address for shut. down or restoration approver Testing of any Fire Alarm and Detection Systems. t-ailure of test will result in a Re -inspection Fee and termination of the test ng. PAIL_ JUN 112008 Tukwila Fire 4d -(gel /905 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: .OB NUMBER: SHEET FA -01 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 ISTAIATION REQUIREMENT LIBEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE FROM XLS CONTROL PANEL ❑R+ PREVI❑US ADDRESSABLE DEVIL 0 DUCT DETECTOR LOCATI❑N 1 � END OF LINE DEVICE(3.6K 1/4W> el- 0 SUPERVISED SWITCH GROUND --0 HTRI-R OSTATUS LED 0 N.O. h 0 COM J - C.0 0 N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE{ DEVICE TO NEXT ADDRESSABLE DEVICE + NOTE 11 VOLTAGE MAX,— CURRENT MAX,— CONT, RES. MAX.— MAX, CABLE LENGTH— C (LINE TO LINE)— C (LINE TO SHIELD)— MAX. LINE SIZE— MIN. LINE SIZE— MUSIC OUTLET SAMPLING TUBE INLET SAMPLING—\ TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE:NONE L} -AC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING 0 TO NEXT ADDRESSABLE DEVICE f(+) STOP IF LAST DEVICE (-) FROM XLS CONTROL PANEL OR .((+) PREVIOUS ADDRESSABLE DEVICE ()-v RELAY CONTACTS (4.0A @ 125VAC) (4.0A @ 30VDC) 27 VDC 3.5 riA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC. TO GUARANTEE DETECTI❑N. 0 + TB 1 123456 HCP TB2 0 0 65 d\vt 4321 0 END OF LINE DEVICE (3.6K 1/4W) 1 SUPERVISED-----��� SWITCH GROUND NOTE: ; ; 0 0 r7 0 O HTRI-D OSTATUS LED 0 0 NOT USED 0 0 FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 'TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 CND N AC Tel El U 0 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 , NAC -4 ? NAC -3 NAC -2 NAC -1 END OF LINE DEVICE 3.6K 1/4W) \UPERVISED 1 SWITCH NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED a REMOTE DEVICE LOOP NOT USED REMOTE 1 DEVICE LOOP 0 0T FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> FROM REMOTE POWER SUPPLY ('S' CABLE> FROM FACP <VOICE CIRCUIT> ('V' CABLE) 470 OHMS �Fh► EOL TEM -1 0 0 0 z o 1000 INC 0 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE NUE () (-) STROBE SPEAKER (+) C (16 v EARTH GROUND -.►(+)TO NEXT DEVICE OR I ->(-) STOP IF LAST DEVICE (S ) STROBE SPEAKER (+) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY R 80" A.F.F.' 4S DEEP 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 ❑R END OF LINE TO NEXT DEVICE ❑R END OF LINE NOTE FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0PER�11N TEMPERATURE +32'F (O'C TO les F (38'C) HUMIDITY; 00--9 % RELATIVE HUMIDITY, NON—CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) > DATA IN (+) > DEVICE IS USED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJINCTION 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 > ( ) DATA OUT > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID HARD LID --\. CEILING SPEAKER SUPPORT TIL.- BRIDGE 4' SQUARE DEEP BOX / WITH 1-1/2' EXTENSION CEILING SCALE:NONE CEILING MOUNTED SPEAKER/STROBE OUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) JUNCTI❑N BOX MOUNTED ON CEILING FLEX / / / / JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT 0 0 ; r' 1 TO NEXT DEVICE 0 0 CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE=NONE `--- SUSPENDED ILLUMINATED CEILING DO NOT I\STALL ADDRESSAB LE I� DEVICES UNTI_ PREPROGRAVVED W DEVICES ADDRESS. IT1,4T NG TH Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS z w DESCRIPTION SHOP DRAWINGS w Co 0 u-) 0 0‹. CC SCALE: C 1 0 z z 0 0 z cc V J J QC F -- _J 0 /8»_1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: `JOB NUMBER: SHEET FA—O2_} EOL—S1 20.00V 0 \2 X-2S,2V O D Yi b t wiYLC..rk.f.-: I --\., EX \ —a 0 ADJACENT TENANT 7 '' .I]?:.77=.7r'?.=^^"'1:'r i21.,. r•• 2S,2V • r11'RY OOR5 D D I 2I 0 ._.1_ J l I 1 I J 1 1 1 I 1 1 1 1 I 1 1 1 1 I 1 l -- NORTH 0 LIMITED TOO WESTFIELD SOUTHCENTER MALL J 1 SCALE 118"=1' 27! 26� FLAG NOTES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATION GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR, SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF C❑NTRL 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 NOT INSALL ADDRESSABLE INITIATING DEVICES UNTIL PREPROGRAM ED WITH DEVICES ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved r) co O' 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z Q DESCRIPTION SHOP DRAWINGS DATE co 0 in 0 cn J SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: \JOB NUMBER: J SHEET FA -03 :r: E3 I T OF JEWELERS CLAIRE'S jOIJRNEYE `<'. 0 :, SIN S 11 51 11601 LI 1\1 GI_ L ; TE. 0 0 K ,A, ?, IV, ( Thi E 1 --1 00I_) MATER NI f'IE::i=ZClN AG OD A '\l THE CIT.Y. TRASH RIDS 17 0 ( VER 2. >-- c) 0:1 0.. NORTH IL (-n O .r w (1_ C; J ' r- u:w szilz LAI r; 12.201 n V CJ r LL EXISTING r OOT.00I<ER , J-11 „TEN:JC'r { � � � r 1i.11 ---Zi ---- - i1 1 113051 �r; ,..05, 1 / it / I.1•) 0 i / S: 7 ; 1 / r <I- i i (,1) I I lI "r i I '/_ r) I [12,101 _.1 :` `o [010P"Fril Etty. 0__, LIMITED TOO WESTFIELD SOUTHCENTER MALL ri Ei 0 O 0 JCPe O 0 0 0 ci 10 0 i] i:7 L"7 ❑ 0 0 0 Ci ❑ 0 0 r 0 O r a rJ O ❑ 0 0 Yflll�f(Tr� SCALE 1132':l' (FACP EX RISER DIAGRAM SYSTEM CALCULATIONS BATTERY SIZING CALCULATION LIMITED TOO LIMITED TOO FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations PROJECT: WESTFIELD SOUTHCENTER MALL Panel: LIMITED TOO Wire Resistance 1.62 Date: . June 6 2 00 8 CURRENT TOTAL - Current Load: Standby: Alarm: SI Current Load: Standby: Alarm: QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 2 SET -MC @15CD 64 128 Device Type Qty Amps Total Amps Total 0 Device Type 98 Qty Amps Total Amps Total ( WL* 2 )*(R/ft) HFP-11 3 SET -MC @75CD 0.0022 0.0022 0.0023 Total Device Load, Amps (I) 0.65 0 SET -MC @11 OCD 233 0 AD2-P 2 0.0635 0.0635 0.064 0.128 SET-HMC-C@115CD Main System Board 0 1 0.03 0.03 0.030 0.030 0.40 HTR -R SET-HMC-C@177CD 3 0.009600 0.0096 0.021 0.063 SET -MC @15CD (E= I * R) 2 0 SET -HMC @135CD 318 0.064 0.128 HTRI-D 0.001600 20.00 0.0035 SET -HMC @185CD 445 SET -MC @30CD 0.098 0 ICP -B6 64 0 0.005 SET -MC @75CD 3 Z-MC@30CD 98 0 0.175 0.525 0 SET-MC-CW@110CD 233 0 SET -MC @110CD 0.233 DEVICES= 5 TOTAL mA= 653 12 191 19.995897481 6531 SET HMC-C@115CD 0.318 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL SET HMC-C@135CD Panel: LIMITED TOO 0.318 Wire Resistance 2 ss Date: June 6, 2008 0.0731 Amps 0.191 Amps SET HMC-C@185CD CIRCUIT: SPEAKER CIRCUIT 0.445 QTY Device Type Alarm Current Alarm Total Wire Size ZR -MC @15CD Voltage at EOL Circuit Total 0.064 70.7V1/8 1.8 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 0.99 ZR -MC @30CD 0 0 0.098 (WL*2)*(R/ft) 0 0 0 HCP Total Device Load, Amps( ) 0.01 0.0015 0 Alarm Current Load: 0.191 Amps For 5 Minutes= 0.016 Amp -hours 0 0 0 0.03 Amps 0.683 Amps Voltage Drop ( E) 0.01 0 0 0 (E=I*R) 0 0 0 25% Derating= 2.213 Amp -hours 20.39 Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours (20.4 - E) 0 0 0 DEVICES= Alarm Current Load: TOTAL mA= 0.683 Amps 191 For 5 Minutes= 0.057 Amp -hours Total System Current Load: 2.213 Amp -hours 25% Derating= 0.972 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.972 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION VOLTAGE DROP CALCULATION Copyri ht 2006 b Guardian Securit S stems, Inc. All Ri• hts Reserved FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS >- m w z DESCRIPTION SHOP DRAWINGS uJ 00 O U) O CD «« 0_ w (/) rW C )- co cc w J 00 J � w w° W Q 2 w- w Wcr (± )co 0 ,Q ='S Cly Wco. rc (4- Q o = 0 J 0 W Cl) >- (1) �CALE: 1/8" =1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54511 J SHEET FA -04 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: LIMITED TOO Wire Resistance 1.62 Date: . June 6 2 00 8 CURRENT TOTAL - 653 CIRCUIT: SI QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 2 SET -MC @15CD 64 128 Total Wire Resistance (R) 0.62 0 SET -MC @30CD 98 0 ( WL* 2 )*(R/ft) 3 SET -MC @75CD 175 525 Total Device Load, Amps (I) 0.65 0 SET -MC @11 OCD 233 0 (Total Cct Load) 0 SET-HMC-C@115CD 318 0 Voltage Drop ( E) 0.40 0 SET-HMC-C@177CD 445 0 (E= I * R) 0 SET -HMC @135CD 318 0 . EOL Voltage 20.00 0 SET -HMC @185CD 445 0 (20.4 - E) 0 Z-MC@15CD 64 0 0 Z-MC@30CD 98 0 0 SET-MC-CW@110CD 233 0 DEVICES= 5 TOTAL mA= 653 12 191 19.995897481 6531 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: LIMITED TOO Wire Resistance 2 ss Date: June 6, 2008 CURRENT TOTAL= 9 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 5 70.7V1/8 1.8 9 Total Wire Resistance (R) 0.99 0 0 0 (WL*2)*(R/ft) 0 0 0 Total Device Load, Amps( ) 0.01 0 0 0 (Total Cct Load) 0 0 0 Voltage Drop ( E) 0.01 0 0 0 (E=I*R) 0 0 0 EOL Voltage 20.39 0 0 0 (20.4 - E) 0 0 0 DEVICES= 5 TOTAL mA= 9 14 191 20.39112996) 9 VOLTAGE DROP CALCULATION Copyri ht 2006 b Guardian Securit S stems, Inc. All Ri• hts Reserved FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS >- m w z DESCRIPTION SHOP DRAWINGS uJ 00 O U) O CD «« 0_ w (/) rW C )- co cc w J 00 J � w w° W Q 2 w- w Wcr (± )co 0 ,Q ='S Cly Wco. rc (4- Q o = 0 J 0 W Cl) >- (1) �CALE: 1/8" =1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER:54511 J SHEET FA -04 rL (2' 0 0 0 u� J LANDLORD ELEC f RICAL_ RPv1 ADJACENT TENANT 1' Without Cornrnatitt As Noted In Red Per The Attached Letter I nese plans have been reviewed by The Tuk °iE Fire Prevention Burz.ea1.1 for conformance with current city standards, Acceptance. is <t-:bi=a„ t to errors and omiecio:;., which do not uuthoriz& violations of adopted stanari.ros and or:ainn :The i ♦ �. ��. r�;J�'>Ur�si.iiJttN for the ader.jt...-j! U) ,;I; ;;I jll ('; is tftully with the designer. to thosedrawings drrrs aster this ci. .. ; , c ; f !,;.:�cr:::,;t ;nc .' 4nd will require a reub: �I'i of I',.:tri: ed c_ir,:.0, Irii;�5 for :<5ubsequerit' - � tt��p�.�roval. Anal acc,r..pt.f•rl.i..../.7 test L'ii(' inspection by T`h T41iCVdilc. c- ir:_. Ni err? . Jr: f:J!.1, bate: S -D, I:;•,• TUKWILA FIRE DEPARTMENL Please call: 575-440Z and give this job and exact address for shuts down or restoration approval: IJ 0 1 Weld stamps must Le inspected beibre is hung. Do pow.. .'�'':`t pep pr."y � 1'..r,T i'�`•t,r`oJLat test FILE COPY - ADJACENT TENANT COJ '2'-7/2" WI/ 1 4-3 4,01 9-5 4-1 0 Q Q 0 11 C 4 1/40 7 I/2' 14'- I/2"..�t1 -10/2" 13' :� L1i2-23 1' 5'-10/2" 11' 5'-10/2' 1/40 C) 23' 4 x 26" tE MECH. TEE \ 10-6 1' A. 1-0 11 ~ (ice 40 13 ' -- T--.... (.) 1 3'-0" 13' 9-51 J _OT1 1 v v �r ~ I 0-4 51;- 10/2" o i'3'le 1-01-0 ,. (;172 1 2'-7" —7 1'\ / c1 .\\ r/ \1 9'-7/2" 2'-1 1/21 6'-8" 1, r:. r , r r�`s i'(' 9=5 o COJ 1 ' �fI X 13 9-5 1 2'-7" .•—�1 M 2'-1 1/2" 3 17' 9-5 1' 9-5/ff 6'-8" 4 N / 171 11' 9-53 9'-7/211 I'- 11/21 945 "V b — ADJACENT TENANT Limited Too: SCALE: /4" = 5 4 1 10\ 13 7-2 <2 ADJACENT TENANT a* LL o�? (2 6) (CONSTRUCTION NOTES: a GENERAL NOTES:1 I) PIPE: THREADED: STEEL, SCH 40, BLACK, IMPORT. GROOVED: STEEL, SCH 10, BLACK, IMPORT. 2) FITTINGS: GROOVED: STAR STANDARD - ORANGE PAINT FINISH THREADED: STAR D.I. 3) GROOVED COUPLINGS: STAR RIGID C-4 UNLESS MARKED WITH AN "F", WHICH ARE TO BE STAR FLEXIBLE C-3 LW - ORANGE PAINT FINISH 4) HANGER MATERIAL: ALL HANGER MATERIAL 15 TO BE FINISHED BLACK OR STANDARD SYMBOL LEGEND: = NEW RECESSED PENDANT ON DROP = NEW CONCEALED PENDANT ON DROP S --i= EXISTING SPRINKLER PIPE TO REMAIN S— — --i= EXISTING SPRINKLER PIPE TO DEMO S---¶= NEW SPRINKLER PIPING 1 AFF G" Reliable Model "G" Riser Check Valve 10" Victaulic #750 /Butterfly Valve /\ WILKINS 10" 350 DAG ' \ Vertical Backflow Preventer \I 0" Victaulic #750 Butterfly Valve 10" Flange AL @ I '-2" AFF \ FF @ 0'-0" 10" D.I. @ -4'-0"± S stem T3 Riser Assembl N.T.S. Detail TOLCO MG. 25 SURGE RESTRAINER TYPE I - FOR I " AND IY4" PIPE AND HANGER TYPE 2 - FOR 1/2" AND 2" PIPE AND HANGER TOLCO FIG. 25 15 DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE A5 IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY SYMBOL = FIGURE 25 SURGE RESTRAINER T a FOR STEEL OR CPVC PLASTIC PIPE 2) 3) 4) 5) G) 7) 8) SYSTEMS ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. 13-2007 ED., THE CONTRACT DOCUMENTS, AND THE CITY OF TUKWILA. CRITERIA: OCCUPANCY: ORDINARY HAZARD GROUP II. ORDINARY HAZARD GROUP II SPRINKLER SPACING: 130 ft2 MAX. COSCO'S POINT OF CONNECTION IS AT EXISTING SYSTEM AS SHOWN. ALL PAINTING OR PREP OF FIRE SPRINKLER PIPING ( IF REQ.. ) TO BE DONE BY OTHER. ALL WIRING OF SYSTEM DEVICES IS BY OTHER. OWNER IS RESPONSIBLE TO ASSURE THAT THE STRUCTURE, AS IT IS SHOWN ON THE CONTRACT DRAWINGS, CAN ADEQUATELY SUPPORT THE FIRE SPRINKLER PIPING. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLEMENT THE STRUCTURE. OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40° F. MINIMUM AT ALL TIMES. OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2002 ED., BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THE SYSTEMS) 15 BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE, AND SERVICING. COSCO TAKES 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. UL HILTI KWIK BOLT 3 ANCHOR ICC REPORT #ESR -1385 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#* 1/2" ANCHOR w/40# TORQUE: TENSION=440#,SHEAR=750#* 'SHEAR LOADS HAVE BEEN REDUCED BY 20% FOR SHEAR THRU THREADS 1/4" MIN mtwegivvit 0(41111 IMP 1110 4•000"40,111/0 -it 4111A: 41 • ROD COUPLING THREADED ROD PIPE ROD BOLT IMBED SIZE DIA. LGTH DEPTH 1" 3/8" 3 3/4" 2 1/4" 1 1/4" 3/8" 3 3/4" 2 1/4" 1 1/2" 3/8" 3 3/4" 2 1/4" 2" 3/8" 3 3/4" 2 1/4" 2 1/2" 3/8" 3 3/4" 2 1/4" 3" 3/8" 3 3/4" 2 1/4" 4" 3/8" 3 3/4" 2 1/4" 6" 1/2" 3 3/4" 2 1/4" 8" 1/2" 3 3/4" 2 1/4" HILTI FIG. LH OR TOLCO FIG. 200 HANGER RING UL 04/2007 COSCO STANDARD HANGER 13 MDL 3/8' x 3Y2' LAG SCREW FOR WOOD %" x 24" KWIK BOLT FOR CONCRETE ---\ I " x Y4" TEK FOR BARJOIST OR STEEL BEAM b45° MIN. ARGCO OFFSET 1 EYESOCKET BRKT. WHERE LENGTH 1 EXCEEDS I '-10" SYMBOL = 6 LINE RESTRAINT DETAIL ALL THREAD ROD 11- 10" MAX. PER SINGLE. OTHERWISE ASSEMBLY REQD. BOTH SIDES ��HANGER RING (UP TO2"PIPE) SPACE WITH IN G" OF A HANGER EVERY 30' ON A LINE FIG. 980 UNIVERSAL SWAY BRACE FITTING BRACE PIPE 1E FIG. 4A SYMBOL S S PIPE CLAMP PIPE TO BE-/ FOR SWAY BRACE BRACED LONGITUDINAL EARTHQUAKE BRACE lJl•Jal7l'J NON -THREADED BRACE PIPE JOB SITE FIG. 980 UNIVERSAL SWAlr- BRACE FITTING FIG. I000 "FAST CLAMP"® SWAY BRACE ATTACHMENT 45° MIN. BRACE PIPE SYMBOL = S 4 S PIPE TO BEI BRACED LATERAL EARTHQUAKE BRACE lagONON-THREADED BRACE PIPE '.y w .r L 2 2008GO/ s z 0 tu m DESCRIPTION z z C7 t A JOB NO. 25KS - 7936 SHEET NO. FP1of2 A TOTAL SPRINKLERS = 41 THIS SHEET 1 0 'Ell • '1 ", 41-4" G.-7y2i, 3 9-6" 411) 2 5 n 2 co 4'11 " d .15 L ' I a. Z CNI C4 ' APPROVALS BY: W O o<0-21� • CD ON cx 0-4 cp € iiN m __ 0-4 it SPRINKLER HEAD LEGEND : Reliable Model Fl FR Recessed Pendant 11 Reliable Model G4A Concealed Pendant k5i J /ON 1' 1' '__._.f,: Wj / ‘Cf -f4 r `/ //\ / -L I 0-4 '- 1 L ? 1' .., .*--1I- t._,; -,« - 5 / O ON 0 V �\ / IIf `oM .C."--- 1 ', 4 .._.., \,...(-21-42v 1 ' I� t\ d- �� 6-6 Q= 12' 9-6 1-6 2/2" x 21 '-0" G -G TUKWILA FIRE DEPARTMENL Please call: 575-440Z and give this job and exact address for shuts down or restoration approval: IJ 0 1 Weld stamps must Le inspected beibre is hung. Do pow.. .'�'':`t pep pr."y � 1'..r,T i'�`•t,r`oJLat test FILE COPY - ADJACENT TENANT COJ '2'-7/2" WI/ 1 4-3 4,01 9-5 4-1 0 Q Q 0 11 C 4 1/40 7 I/2' 14'- I/2"..�t1 -10/2" 13' :� L1i2-23 1' 5'-10/2" 11' 5'-10/2' 1/40 C) 23' 4 x 26" tE MECH. TEE \ 10-6 1' A. 1-0 11 ~ (ice 40 13 ' -- T--.... (.) 1 3'-0" 13' 9-51 J _OT1 1 v v �r ~ I 0-4 51;- 10/2" o i'3'le 1-01-0 ,. (;172 1 2'-7" —7 1'\ / c1 .\\ r/ \1 9'-7/2" 2'-1 1/21 6'-8" 1, r:. r , r r�`s i'(' 9=5 o COJ 1 ' �fI X 13 9-5 1 2'-7" .•—�1 M 2'-1 1/2" 3 17' 9-5 1' 9-5/ff 6'-8" 4 N / 171 11' 9-53 9'-7/211 I'- 11/21 945 "V b — ADJACENT TENANT Limited Too: SCALE: /4" = 5 4 1 10\ 13 7-2 <2 ADJACENT TENANT a* LL o�? (2 6) (CONSTRUCTION NOTES: a GENERAL NOTES:1 I) PIPE: THREADED: STEEL, SCH 40, BLACK, IMPORT. GROOVED: STEEL, SCH 10, BLACK, IMPORT. 2) FITTINGS: GROOVED: STAR STANDARD - ORANGE PAINT FINISH THREADED: STAR D.I. 3) GROOVED COUPLINGS: STAR RIGID C-4 UNLESS MARKED WITH AN "F", WHICH ARE TO BE STAR FLEXIBLE C-3 LW - ORANGE PAINT FINISH 4) HANGER MATERIAL: ALL HANGER MATERIAL 15 TO BE FINISHED BLACK OR STANDARD SYMBOL LEGEND: = NEW RECESSED PENDANT ON DROP = NEW CONCEALED PENDANT ON DROP S --i= EXISTING SPRINKLER PIPE TO REMAIN S— — --i= EXISTING SPRINKLER PIPE TO DEMO S---¶= NEW SPRINKLER PIPING 1 AFF G" Reliable Model "G" Riser Check Valve 10" Victaulic #750 /Butterfly Valve /\ WILKINS 10" 350 DAG ' \ Vertical Backflow Preventer \I 0" Victaulic #750 Butterfly Valve 10" Flange AL @ I '-2" AFF \ FF @ 0'-0" 10" D.I. @ -4'-0"± S stem T3 Riser Assembl N.T.S. Detail TOLCO MG. 25 SURGE RESTRAINER TYPE I - FOR I " AND IY4" PIPE AND HANGER TYPE 2 - FOR 1/2" AND 2" PIPE AND HANGER TOLCO FIG. 25 15 DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE A5 IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY SYMBOL = FIGURE 25 SURGE RESTRAINER T a FOR STEEL OR CPVC PLASTIC PIPE 2) 3) 4) 5) G) 7) 8) SYSTEMS ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. 13-2007 ED., THE CONTRACT DOCUMENTS, AND THE CITY OF TUKWILA. CRITERIA: OCCUPANCY: ORDINARY HAZARD GROUP II. ORDINARY HAZARD GROUP II SPRINKLER SPACING: 130 ft2 MAX. COSCO'S POINT OF CONNECTION IS AT EXISTING SYSTEM AS SHOWN. ALL PAINTING OR PREP OF FIRE SPRINKLER PIPING ( IF REQ.. ) TO BE DONE BY OTHER. ALL WIRING OF SYSTEM DEVICES IS BY OTHER. OWNER IS RESPONSIBLE TO ASSURE THAT THE STRUCTURE, AS IT IS SHOWN ON THE CONTRACT DRAWINGS, CAN ADEQUATELY SUPPORT THE FIRE SPRINKLER PIPING. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY COSCO TO SUPPLEMENT THE STRUCTURE. OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40° F. MINIMUM AT ALL TIMES. OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2002 ED., BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THE SYSTEMS) 15 BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE, AND SERVICING. COSCO TAKES 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. UL HILTI KWIK BOLT 3 ANCHOR ICC REPORT #ESR -1385 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#* 1/2" ANCHOR w/40# TORQUE: TENSION=440#,SHEAR=750#* 'SHEAR LOADS HAVE BEEN REDUCED BY 20% FOR SHEAR THRU THREADS 1/4" MIN mtwegivvit 0(41111 IMP 1110 4•000"40,111/0 -it 4111A: 41 • ROD COUPLING THREADED ROD PIPE ROD BOLT IMBED SIZE DIA. LGTH DEPTH 1" 3/8" 3 3/4" 2 1/4" 1 1/4" 3/8" 3 3/4" 2 1/4" 1 1/2" 3/8" 3 3/4" 2 1/4" 2" 3/8" 3 3/4" 2 1/4" 2 1/2" 3/8" 3 3/4" 2 1/4" 3" 3/8" 3 3/4" 2 1/4" 4" 3/8" 3 3/4" 2 1/4" 6" 1/2" 3 3/4" 2 1/4" 8" 1/2" 3 3/4" 2 1/4" HILTI FIG. LH OR TOLCO FIG. 200 HANGER RING UL 04/2007 COSCO STANDARD HANGER 13 MDL 3/8' x 3Y2' LAG SCREW FOR WOOD %" x 24" KWIK BOLT FOR CONCRETE ---\ I " x Y4" TEK FOR BARJOIST OR STEEL BEAM b45° MIN. ARGCO OFFSET 1 EYESOCKET BRKT. WHERE LENGTH 1 EXCEEDS I '-10" SYMBOL = 6 LINE RESTRAINT DETAIL ALL THREAD ROD 11- 10" MAX. PER SINGLE. OTHERWISE ASSEMBLY REQD. BOTH SIDES ��HANGER RING (UP TO2"PIPE) SPACE WITH IN G" OF A HANGER EVERY 30' ON A LINE FIG. 980 UNIVERSAL SWAY BRACE FITTING BRACE PIPE 1E FIG. 4A SYMBOL S S PIPE CLAMP PIPE TO BE-/ FOR SWAY BRACE BRACED LONGITUDINAL EARTHQUAKE BRACE lJl•Jal7l'J NON -THREADED BRACE PIPE JOB SITE FIG. 980 UNIVERSAL SWAlr- BRACE FITTING FIG. I000 "FAST CLAMP"® SWAY BRACE ATTACHMENT 45° MIN. BRACE PIPE SYMBOL = S 4 S PIPE TO BEI BRACED LATERAL EARTHQUAKE BRACE lagONON-THREADED BRACE PIPE '.y w .r L 2 2008GO/ s z 0 tu m DESCRIPTION z z C7 SCALE : As Noted A JOB NO. 25KS - 7936 SHEET NO. FP1of2 A TOTAL SPRINKLERS = 41 THIS SHEET 1 0 'Ell Chrome 3 oN1= Z-2 =,i 2 5 n 2 co d .15 L a. Z CNI C4 APPROVALS BY: W O z H iiN m SPRINKLER HEAD LEGEND : Reliable Model Fl FR Recessed Pendant 11 Reliable Model G4A Concealed Pendant k5i ©w (1) J U w In >- b. b. N 51) •1-4 0 4a 0 U ••• • w •••• I— • • • • — •••• tY •••• a •••• •••• i •••• ••• - 0 License No: aa)) U 0 0 0 COSCOFP 110NM 00 U. Lo c - -4-- X • o, a03 s2 N (1 0 0 U t.5 0 N 0 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE V) Cr) 0 N p oD o -0 00 N0 DC U 0 j -F— (1) C 1.O co U (1) c' \� 3 4.''0 0 O 41&)� 1- z 0 DRAWING TITLE Limited Too: Sprinkler Piping Plan DATE : May, 2008 SCALE : As Noted DRAWN BY: Justin Johnson JOB NO. 25KS - 7936 SHEET NO. FP1of2 A ( A ) LANDLORD ELECTRICAL RM II ADJACENT _rEN,1 I . 20' 1,2' Qt) \,i (6) tt /6 11 cr C - \ cm -,f/ / —71 - ADJACENT TENANT — L HYDRAUUCALY CALCULATED MOST REMOTE AREA 1 .56Oft2 f 4 x 2Y�" MECH. TEE 4 x 24"-\ 4 ., A r } i