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Home My WebLink AboutPP - 466 SOUTHCENTER MALL - CLARKS - PERMITS AND PLANS466 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-244 08-S-326 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Clarks 466 Southcenter Mall Permit No.: 08-S-326 Date: June 13, 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 '/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 3 COSCO FIRE PROTECTION, INC. 15000 WOODINVILLE REDMOND ROAD NE #B800 WOODINVILLE,WA 98072-4502 HYDRAULIC CALCULATIONS FOR Clarks 466 Southcenter Mall, Suite #1010 Tukwila, Wa. 98188-2823 FILE NUMBER: 25KS - 7936 DATE: JUN 12, 2008 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Ordinary Group II DENSITY: 0.20 gpm/1500 sq. ft. AREA OF APPLICATION: 1545 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. Max. NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 466.3 gpm TOTAL WATER REQUIRED (including hose): 900.0 gpm FLOW AND PRESSURE (@ BOR): 649.9 gpm @ 89.9 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: Cosco Fire Protection, Inc. DESIGN/LAYOUT BY: Justin Johnson AUTHORITY HAVING JURISDICTION: Tukwila Fire Department CONTRACTOR CERTIFICATION NUMBER: COSCOFP11OMN CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 (FT) AVAIL. PRESS. (PSI) 138.8 TOTAL @ DEMAND (GPM) 900.0 GPM 250.0 GPM 183.6 GPM 466.4 GPM REQ'D PRESS. (PSI) 900.0 97.6 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) S1 12.0 K= 5.60 26.4 1 14.5 - - - - 32.9 S2 12.0 K= 5.60 25.8 2 14.5 - - - - 33.3 S3 13.5 K= 5.60 22.4 3 14.5 - - - - 28.1 S4 13.0 K= 5.60 21.6 4 14.5 - - - - 28.2 S5 13.0 K= 5.60 22.3 5 14.5 - - - - 29.2 S6 13.0 K= 5.60 23.8 6 14.5 - - - - 31.2 S7 12.0 K= 5.60 26.9 7 14.5 - - - - 33.1 S8 12.0 K= 5.60 26.2 8 14.5 - - - - 33.6 S9 13.5 K= 5.60 22.4 9 14.5 - - - - 28.2 S10 13.0 K= 5.60 22.2 10 14.5 - - - - 28.3 Sil 13.0 K= 5.60 23.0 11 14.5 - - - - 29.3 S12 13.0 K= 5.60 24.6 12 14.5 - - - - 31.4 S13 12.0 K= 5.60 27.6 13 14.5 - - - - 35.4 S14 13.5 K= 5.60 22.4 14 14.5 - - - - 28.7 S15 13.0 K= 5.60 22.5 15 14.5 - - - - 28.8 S16 13.0 K= 5.60 23.3 16 14.5 - - - - 29.8 S17 13.0 K= 5.60 25.0 17 14.5 - - - - 31.9 28.8 28.4 26.5 26.0 26.4 27.3 29.1 28.6 26.5 26.4 26.9 27.8 29.4 26.5 26.6 27.0 28.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 1.SDF JOB TITLE: Limited Too NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) M1 14.5 HOSE STREAM 35.1 183.6 M2 14.5 - - - - 35.3 M3 14.5 35.9 M4 14.0 71.5 TOR 13.7 81.3 BOR 2.0 89.9 M5 2.0 90.2 BFO 2.0 90.3 BFI 2.0 94.8 UG1 1.2 - - - - 95.1 - - - SOURCE -4.0 SOURCE 97.6 650.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 -28.8 1.049 PL 25.58 PF 7.6 S1 12.0 5.6 26.4 28.8 10.7 120 FTG 2E PE -1.1 1 14.5 0.0 32.9 0.0 0.255 TL 29.58 PV Pipe: 2 -28.4 1.049 PL 27.58 PF 8.6 S2 12.0 5.6 25.8 28.4 10.6 120 FTG ET PE -1.1 2 14.5 0.0 33.3 0.0 0.250 TL 34.58 PV Pipe: 3 -26.5 1.049 PL 24.00 PF 6.1 S3 13.5 5.6 22.4 26.5 9.8 120 FTG 2E PE -0.4 3 14.5 0.0 28.1 0.0 0.219 TL 28.00 PV Pipe: 4 -26.0 1.049 PL 27.62 PF 7.3 S4 13.0 5.6 21.6 26.0 9.7 120 FTG ET PE -0.6 4 14.5 0.0 28.2 0.0 0.211 TL 34.62 PV Pipe: 5 -26.4 1.049 PL 27.62 PF 7.5 S5 13.0 5.6 22.3 26.4 9.8 120 FTG ET PE -0.6 5 14.5 0.0 29.2 0.0 0.218 TL 34.62 PV Pipe: 6 -27.3 1.049 PL 27.62 PF 8.0 S6 13.0 5.6 23.8 27.3 10.2 120 FTG ET PE -0.6 6 14.5 0.0 31.2 0.0 0.232 TL 34.62 PV Pipe: 7 -29.1 1.049 PL 24.00 PF 7.3 S7 12.0 5.6 26.9 29.1 10.8 120 FTG 2E PE -1.1 7 14.5 0.0 33.1 0.0 0.260 TL 28.00 PV Pipe: 8 -28.6 1.049 PL 26.50 PF 8.5 S8 12.0 5.6 26.2 28.6 10.6 120 FTG ET PE -1.1 8 14.5 0.0 33.6 0.0 0.253 TL 33.50 PV Pipe: 9 -26.5 1.049 PL 24.00 PF 6.1 S9 13.5 5.6 22.4 26.5 9.8 120 FTG 2E PE -0.4 9 14.5 0.0 28.2 0.0 0.219 TL 28.00 PV Pipe: 10 -26.4 1.049 PL 24.00 PF 6.7 S10 13.0 5.6 22.2 26.4 9.8 120 FTG ET PE -0.6 10 14.5 0.0 28.3 0.0 0.218 TL 31.00 PV Pipe: 11 -26.9 1.049 PL 24.00 PF 7.0 S11 13.0 5.6 23.0 26.9 10.0 120 FTG ET PE -0.6 11 14.5 0.0 29.3 0.0 0.224 TL 31.00 PV Pipe: 12 -27.8 1.049 PL 24.00 PF 7.4 S12 13.0 5.6 24.6 27.8 10.3 120 FTG ET PE -0.6 12 14.5 0.0 31.4 0.0 0.239 TL 31.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 -29.4 1.049 PL 26.50 PF 8.9 S13 12.0 5.6 27.6 29.4 10.9 120 FTG ET PE -1.1 13 14.5 0.0 35.4 0.0 0.266 TL 33.50 PV Pipe: 14 -26.5 1.049 PL 27.00 PF 6.8 S14 13.5 5.6 22.4 26.5 9.8 120 FTG 2E PE -0.4 14 14.5 0.0 28.7 0.0 0.219 TL 31.00 PV Pipe: 15 -26.6 1.049 PL 24.50 PF 6.9 S15 13.0 5.6 22.5 26.6 9.9 120 FTG ET PE -0.6 15 14.5 0.0 28.8 0.0 0.220 TL 31.50 PV Pipe: 16 -27.0 1.049 PL 24.50 PF 7.2 S16 13.0 5.6 23.3 27.0 10.0 120 FTG ET PE -0.6 16 14.5 0.0 29.8 0.0 0.227 TL 31.50 PV Pipe: 17 -28.0 1.049 PL 24.50 PF 7.6 S17 13.0 5.6 25.0 28.0 10.4 120 FTG ET PE -0.6 17 14.5 0.0 31.9 0.0 0.242 TL 31.50 PV Pipe: 18 -28.8 1.610 PL 14.00 PF 0.4 1 14.5 0.0 32.9 0.0 4.5 120 FTG ---- PE 0.0 2 14.5 0.0 33.3 0.0 0.032 TL 14.00 PV Pipe: 19 -57.2 1.610 PL 7.58 PF 1.8 2 14.5 0.0 33.3 0.0 9.0 120 FTG T PE 0.0 M1 14.5 H.S. 35.1 183.6 0.113 TL 15.58 PV Pipe: 20 -26.5 1.610 PL 4.35 PF 0.1 3 14.5 0.0 28.1 0.0 4.2 120 FTG ---- PE 0.0 4 14.5 0.0 28.2 0.0 0.027 TL 4.35 PV Pipe: 21 -52.5 1.610 PL 10.00 PF 1.0 4 14.5 0.0 28.2 0.0 8.3 120 FTG ---- PE 0.0 5 14.5 0.0 29.2 0.0 0.096 TL 10.00 PV Pipe: 22 -78.9 1.610 PL 10.00 PF 2.0 5 14.5 0.0 29.2 0.0 12.4 120 FTG ---- PE 0.0 6 14.5 0.0 31.2 0.0 0.205 TL 10.00 PV Pipe: 23 -106.3 1.610 PL 2.88 PF 3.9 6 14.5 0.0 31.2 0.0 16.8 120 FTG T PE 0.0 M1 14.5 H.S. 35.1 183.6 0.355 TL 10.88 PV Pipe: 24 -29.1 1.610 PL 14.00 PF 0.5 7 14.5 0.0 33.1 0.0 4.6 120 FTG ---- PE 0.0 8 14.5 0.0 33.6 0.0 0.032 TL 14.00 PV Pipe: 25 -57.7 1.610 PL 7.58 PF 1.8 8 14.5 0.0 33.6 0.0 9.1 120 FTG T PE 0.0 M2 14.5 0.0 35.3 0.0 0.115 TL 15.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 -26.5 1.610 PL 5.73 PF 0.2 9 14.5 0.0 28.2 0.0 4.2 120 FTG ---- PE 0.0 10 14.5 0.0 28.3 0.0 0.027 TL 5.73 PV Pipe: 27 -52.9 1.610 PL 10.00 PF 1.0 10 14.5 0.0 28.3 0.0 8.3 120 FTG ---- PE 0.0 11 14.5 0.0 29.3 0.0 0.098 TL 10.00 PV Pipe: 28 -79.8 1.610 PL 10.00 PF 2.1 11 14.5 0.0 29.3 0.0 12.6 120 FTG ---- PE 0.0 12 14.5 0.0 31.4 0.0 0.209 TL 10.00 PV Pipe: 29 -107.6 1.610 PL 2.88 PF 4.0 12 14.5 0.0 31.4 0.0 17.0 120 FTG T PE 0.0 M2 14.5 0.0 35.3 0.0 0.363 TL 10.88 PV Pipe: 30 -29.4 1.610 PL 7.58 PF 0.5 13 14.5 0.0 35.4 0.0 4.6 120 FTG T PE 0.0 M3 14.5 0.0 35.9 0.0 0.033 TL 15.58 PV Pipe: 31 -26.5 1.610 PL 4.10 PF 0.1 14 14.5 0.0 28.7 0.0 4.2 120 FTG ---- PE 0.0 15 14.5 0.0 28.8 0.0 0.027 TL 4.10 PV Pipe: 32 -53.1 1.610 PL 10.00 PF 1.0 15 14.5 0.0 28.8 0.0 8.4 120 FTG ---- PE 0.0 16 14.5 0.0 29.8 0.0 0.098 TL 10.00 PV Pipe: 33 -80.1 1.610 PL 10.00 PF 2.1 16 14.5 0.0 29.8 0.0 12.6 120 FTG ---- PE 0.0 17 14.5 0.0 31.9 0.0 0.211 TL 10.00 PV Pipe: 34 -108.1 1.610 PL 2.88 PF 4.0 17 14.5 0.0 31.9 0.0 17.0 120 FTG T PE 0.0 M3 14.5 0.0 35.9 0.0 0.366 TL 10.88 PV Pipe: 35 -347.1 4.260 PL 8.92 PF 0.2 M1 14.5 H.S. 35.1 183.6 7.8 120 FTG ---- PE 0.0 M2 14.5 0.0 35.3 0.0 0.028 TL 8.92 PV Pipe: 36 -512.4 4.260 PL 10.00 PF 0.6 M2 14.5 0.0 35.3 0.0 11.5 120 FTG ---- PE 0.0 M3 14.5 0.0 35.9 0.0 0.057 TL 10.00 PV Pipe: 37 -649.9 4.260 PL 267.50 PF 35.4 M3 14.5 0.0 35.9 0.0 14.6 120 FTG 8ET PE 0.2 M4 14.0 0.0 71.5 0.0 0.089 TL 399.40 PV Pipe: 38 -649.9 4.260 PL 69.33 PF 9.6 M4 14.0 0.0 71.5 0.0 14.6 120 FTG 3E PE 0.1 TOR 13.7 0.0 81.3 0.0 0.089 TL 108.93 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 -649.9 4.260 PL 11.67 PF 3.6 TOR 13.7 0.0 81.3 0.0 14.6 120 FTG C PE 5.1 BOR 2.0 0.0 89.9 0.0 0.089 TL 40.67 PV Pipe: 40 -649.9 8.249 PL 21.25 PF 0.2 BOR 2.0 0.0 89.9 0.0 3.9 120 FTG 2E PE 0.0 M5 2.0 0.0 90.2 0.0 0.004 TL 61.25 PV Pipe: 41 -649.9 10.374 PL 14.75 PF 0.1 M5 2.0 0.0 90.2 0.0 2.5 120 FTG 3E PE 0.0 BFO 2.0 0.0 90.3 0.0 0.001 TL 88.55 PV Pipe: 42 FIXED PRESSURE LOSS DEVICE BFI 2.0 0.0 94.8 0.0 4.5 psi, 649.9 gpm BFO 2.0 0.0 90.3 0.0 Pipe: 43 -649.9 10.374 PL 2.83 PF 0.0 BFI 2.0 0.0 94.8 0.0 2.5 120 FTG E PE 0.4 UG1 1.2 0.0 95.1 0.0 0.001 TL 27.43 PV Pipe: 44 -650.0 10.275 PL 85.00 PF 0.2 UG1 1.2 0.0 95.1 0.0 2.5 140 FTG 2ETG PE 2.2 SOURCE -4.0 SRCE 97.6 (N/A) 0.001 TL 225.80 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 4903012830 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.167 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.0 ft/sec at pipe 34. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 1.SDF JOB TITLE: Limited Too 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 4.260 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 20.00 38.90 14.50 50.00 13.30 4.40 45.60 0.00 10.00 5.00 2.50 1.10 24.50 14.50 43.40 0.00 24.60 56.00 17.90 61.60 21.30 5.60 0.00 0.00 12.30 6.20 3.10 1.10 29.10 16.80 56.00 0.00 PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v 45E11 10.275 H Q 22/Ell 11gE11 31.30 71.10 22.70 78.20 27.00 7.10 0.00 0.00 15.60 7.80 3.90 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 1.SDF JOB TITLE: Limited Too 0 O rn O 1-1 0 G4 a. 0 0 0 140.00 psi Resid E a) a) a E > > rn a� a) o U U • • a)o • o • >. '0 m o • o 0) m m a E C1 R,O q a°�' co '0 -N u v ro r ¢ W H 'D 0 Un • rtl o CS • FICcO N O 0 0 0 0 0 0 W d' N 0 CO 10 H r-1 H H (..7g0w axwu)u1:4 41 --acn-.-1-- O 0 0 0 O 0 M m 0 _ 0 N CU N O O.11 r-1 O O i N 0 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 1.SDF JOB TITLE: Limited Too WATER SUPPLY CURVE 144+ 0 I\ 132+ \ \ \ \ 120+ \ \ \ \ 108+ \ \ \ X \ P 96+ \ R I \ E I \ s I \ S 84+ \ U I \ R I \ E I \ 72+ \ ( I P I \ S 1 \ I 60+ \ 1 \ \ 48+ i \ \ \ 36+ \ \ \ 24+ LEGEND 1 X = Required Water Supply 97.60 psi @ 900.0 gpm 12+ 0 = Available Water Supply 138.81 psi @ 900.0 gpm <-20.0 psi @ 10900 gpm Flow Test Point 0++-+ -+ -+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) GUARDIAN SECURITY Customer LIFE AND CLARKS 466 SOUTHCENTER MALL 'KWILA, WA 98188 Project CLARKS Project # 54499 PROPERTY PROTECTION List of Materials Vendor Guardian Security Systems Inc 1743 1st Ave. South Seattle, WA 98134 Phone #: (206)622-6545 Fax #: (206)628-4990 Type of Equipment FIRE ALARM Date: MAY,28,08 Item Qty. Manuf. Model Description Unit Pri Total Price' 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) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40) 41) 42) 43) 44) 45) 46) 47) 48) 49) 50) Siemens PAD -3 Siemens AD2-P Siemens HTRI-D Siemens HTRI-R Siemens SET CW,W Siemens SET W Siemens ZR-MC-W,W Power Supply for Strobes with Standby** Photoelectric Duct Detector housing w/Sample Tubes, Remote TSM -1 Supervised Addressable Input Module Supervised Addressable Output Relay Module Interior Audible Speaker Annunciator Interior Audible Speaker Annunciator Interior Visual Strobe Annunciator Conduit Systems: All smoke removal and detection and control devices in an approved metallic raceway and all devices in conduit per Standard fl�l s c dfl LD 3'-9" IYa'' x 1 " 1, \ADACAP 1' 4-31¢ o 2'-4/2".. 0-6 O 8- '3 1' 1' 1-7 1 O 3- a CO '-C.2N 61-0" 4'-O" I0 -0" 10 0" x 1" f 1' rADA CAP b 1-5 IY2' x I' /ADA CAP ll tet ex-- I/2' x �, rADA CAP 1� 1' Flex c 1 0/ CD CL 8' II 2'-0" cp I '-" CU 10'-0" 4 -4/2" lex 1' 3-4 3-5 -8i2 #71t VP. F \f L 1' 3-5 0 1' 3-5 cu 1' 2-3 7f 2-3 / 1' -9 5 -10" 1' N 2-E �26 0 \f Flex i�x I" ADA CAP lex 4'-6" 1' 1' P4, 4-11 `1y"x 1" ADA CAF D 6'- I /2" WILKINS 10" 350 DAG Vertical Backflow Preventer E (n 2x 10" Vlctaullc #750 Butterfly Valve F/c 4" RellableModel "G" Riser Check Valve 10" Flange AiliE 4. @ I '-2" AFF / \ FF c, 0'-0" 10" D.I. \ @ -41-0"± System T2 Riser Assembly Detail N.T.S. 00 - (TUIKWILLA UTILITIES:) CONSTRUCTION NOTES GENERAL NOTESf I) r'iPE: 71READED: STEEL, SCH 40, BLACK, IMPORT. GROOVED: STEEL, SCH 10, BLACK, IMPORT. 2) rITTINGS: GROOVED: STAR STANDARD - ORANGE PAINT VISH 'READED: STAR D.I. 3) ;.ROOVED COUPLINGS: .AR RIGID C-4 UNLESS MARKED WITH AN "F", b'11ICH ARE TO BE STAR FLEXIBLE C-3 LW - ('RANGE PAINT FINISH 4) HANGER MATERIAL: ALL HANGER MATERIAL IS TO BE FINISHED BLACK OR STANDARD Static Pressure = 140 psi Re=dual Pressure = 20 psi Fire Flow = 1 0,900 gpm Static Pressure = 140 psi Residual Pressure = 20 psi Fire Flow = gpm SYMBOL LEGEND:) = NEW RECESSED PENDANT ON DROP ®= NEW CONCEALED PENDANT ON DROP EXISTING SPRINKLER PIPE TO REMAIN NEW SPRINKLER PIPING I) 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. 2) COSCO'S POINT OF CONNECTION IS AT EXISTING SYSTEM AS SHOWN. 3) ALL PAINTING OR PREP OF FIRE SPRINKLER PIPING (IF REQ.. ) TO BE DONE BY OTHER. 4) ALL WIRING OF SYSTEM DEVICES IS BY OTHER. 5) OWNER 15 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. 7) OWNER 15 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 SYSTEM(5) IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE, AND SERVICING. 8) 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. G) SEE PLAN FOR LENGTH NEW BRANCH LINE "FLEXHEAD" FLEXIBLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE CEILING Z '- gz Q W W Wce "'O LL ADJUSTABLE HUB MOUNTING BRACKET (BTYPICAL ARMOVER TO NEW SPRINKLER HEAD � N.T.S. TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 - FOR I " AND IY4' PIPE AND HANGER TYPE 2 - FOR 172" AND 2" PIPE AND HANGER TOLCO MG. 25 IS 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 cht OO FOR STEEL OR CPVC PLASTIC PIPE 3/8' x aY2' LAG SCREW FOR WOOD 3/8' x 24" KWIK BOLT FOR CONCRETE —\ I" x Y4' TEK FOR BARJOIST OR STEEL BEAM 45° MIN. ur ARGCO OFFSET EYESOCKET BRKT. WHERE LENGTH 1 EXCEEDS 1'-10" SYMBOL = 6 LINE RESTRAINT DETAIL NALL THREAD ROD I'- 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 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 I re pa to- Roo ri is: Fro ti°4151:1! or — ROD COUPLING THREADED ROD PIPE SIZE 1 I/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" ROD BOLT IMBED DIA. LGTH DEPTH 3/8" 33 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 1/2" 3 3/4" 2 1/4" 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 0 VVthoi tCornn:�ntt. As 1J0-1sci In F;•: -,,,d Per The e !hese plans have bean r: ',.'I:::, , . by j 3 Prevention hire I f:.;r .:�, :...., • standards. Aco,,, l.ar,,::. «.... . t:,Cifrais u; omissions vin' , 3'. ,;int t' standards and o::..i;.:; ..,.: adequacy of d :, ,, s, r ::: • ',;r, Irk; c> Additions,i . dale:bo , of ;, .... :these : ilii sr this date will void tl iF; ;:,:c; . ,..,,;.:: . rid will r>`:�r.,,re: r. resubmittal of revised di ,‘,-iri-. o ;, i ub:..eKquent approval. Final accLp .r,cc;> i, sr.::`.: ect field test and inspection by The Tukwila Fire i i' ri;,.,...,;1 Llureau. :Date: 60 /3-03 By: -11r1 stamps must be inspected before pipz1 is hung, . -.1: paint piping prior t0 ) approval. TUKWILA FIRE DEPARTMENT Pease call: 575-440Z and give this job 140. at „J exact address for shut clown or restoration approval. z 0 >- LO W Q DESCRIPTION 0 z z ei '° 24 JOB NO. 25KS - 7958 SHEET NO. FP 1 a TOTAL SPRINKLERS = 30 THIS SHEET d i i - o 'Q 0 iL) W, Fy az,: White Chrome 9F,, mz _im 2 m 2 L U Q ,,, ae -ri ui NPT APPROVALS BY: W 1 0 z 0 N SPRINKLER HEAD LEGEND : Reliable Model G4A Concealed Pendant Reliable Model F1 FR Recessed Pendant 0in- re4 J �Q r „IC) (�a isid O W C4 L‹ all inV/(0) v r°'i Z Q 0 U ••• • w •••• f- •••• ••••0- •••• •••• i •••• W 0 u - LL. 0 Z a License No: 10910 117TH Place N.E. COSCOFP110NM 1"1- c0 c N X 0 • c0 170 - SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE PAID ?AIC? d JN13 2008 Tukwila Fire 70-2a°66 0 -F— N 0 U V) 0 E 0 r .. g O z U 0 N it m a a_d z> m 0 00 V) a b N .0 N DRAWING TITLE Clarks: Sprinkler Piping Plan DATE: June, 2008 SCALE : As Noted DRAWN BY: Justin Johnson JOB NO. 25KS - 7958 SHEET NO. FP 1 a I ,545ft IlydrauliCaly Calculated Most ReFnote Area (.) 0 C7 til t C �pp ; L 0 c if �r '1 (1 • 0 l Py CD 5-77.1 71 0 5 4" x 61 '-0" @ 1 4'-6" AFF T WILKINS 10" 350 DAG Vertical Backflow Preventer 4" x 1 6'-3" E Q) 2x 1 0" Vlctaullc #750 Butterfly Valve m 2 'O» 'QFF 4" ReliableModel "G" Riser Check Valve I O" Flange 4. @ 11-2" AFF \ FF @ 0'-0" I O" D.I. C@ -4'-O"± System T2 Riser Assembly Detail N.T.S. -00 @ 1 5'-6" AFF 4"x5"- '. @ 131-6" 4. @ 2'-0" AFF West Sprinkler Riser Room ,no 10" x 8..�I Grooved RC 10" @ 2'-0" ALT T S 4 7, ---NRS GATE VALVE z 0 ti W w 1- DESCRIPTION O z 171mUmq so N r Sit TOTAL SPRINKLERS THIS SHEET \„.. 0 Lo vO S17 If , tui Ez White Chrome C1_ H_ Zz iu: Brass Chrome V W O tO `O LO NPT '( 1.'1 rl 1,1 4 `WcY'•:Y 1:f "t.0 �A�' � 4. APPROVALS BY: ti. W 0 N N 47713 %Y 7 () Y {.—i73. ■' �pp ; L 0 c if �r '1 (1 • 0 l Py CD 5-77.1 71 0 5 4" x 61 '-0" @ 1 4'-6" AFF T WILKINS 10" 350 DAG Vertical Backflow Preventer 4" x 1 6'-3" E Q) 2x 1 0" Vlctaullc #750 Butterfly Valve m 2 'O» 'QFF 4" ReliableModel "G" Riser Check Valve I O" Flange 4. @ 11-2" AFF \ FF @ 0'-0" I O" D.I. C@ -4'-O"± System T2 Riser Assembly Detail N.T.S. -00 @ 1 5'-6" AFF 4"x5"- '. @ 131-6" 4. @ 2'-0" AFF West Sprinkler Riser Room ,no 10" x 8..�I Grooved RC 10" @ 2'-0" ALT T S 4 7, ---NRS GATE VALVE z 0 ti W w 1- DESCRIPTION O z 171mUmq so N TOTAL SPRINKLERS THIS SHEET TEMP. 0 Lo vO 1550 tui Ez White Chrome C1_ H_ Zz iu: Brass Chrome V W O tO `O LO NPT NN APPROVALS BY: ti. W 0 N N z H Jec SPRINKLER HEAD LEGEND : Reliable Model G4A Concealed Pendant Reliable Model Fl FR Recessed Pendant rn O1-6 •� t < U 4) Lod - (1) a +NJ} 113 O wC4tstt) aci w z A�L� V/ o co)o Z e 4 z N as z 0 1" (.3 ••• • w •••e •••• •••• a •••• •••• E ft •••• License No: 10910 117TH Place N.E. COSCOFP 110NM 0, ix) C - COX C° N • C N d CO �, K2 (NI0 U E 0 U 0 U 0 U SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE CONTRACT WITH: DRAWING TITLE Clarks: Hydraulic Calculation Pian DATE: June, 2008 SCALE: As Noted DRAWN BY: Justin Johnson JOB NO. 25 KS - 7958 SHEET NO. FP 2 F4L. CO FIRE TUKWII,A SHINGT N SHEET INDEX NERAL NOTES SYMBOLS LEGEND SHEET \UV3ER SHEET TITLE W fin O ON ON 00 cV '0' O (J >< LL SYSTEIV I \ FO. V AT10 \ FA -02 TYPICAL DETAILS - WRI\G A\D FA -03 FI E ALARIV YSTEV SYSTE V OU\TI\G FLOC PLA\ CALCULATIO\S (cE\EAL), -ISER, SITE PLA\ 1 0 x 0 N Without Comm?nts As Notact In R, tad (nese Prevention,:_,: standard::. omissions \,",'„ stanac„c: a ,rr ,• Adrlitic.>; ' t.. resu'brt-Iltt:41 nt 'r NO` ICE A completed, signed, Tukwila Fire Department Pre-test Certificate mt.'. t be presented to the prior to commen� : >;" .,,_-;.ceptance Testing arl::i �. _....... Faiiure of ink-iEkR; termination Fir13 aCCC,"p'',''1'; Th I UKWILA FIRE DEPARTMEil'Y Pease call: 575-4407 :end give this job and exact address for shut. .own or restoration approval; 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 #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) 2S STROBE CIRCUIT - RETURN 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 1#14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR 4#14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD 4#16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED 1#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) .!JUNCTIDN BOX II I CONDUIT FILL CHART 11; NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA I; TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 I TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 .TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 1 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 i 3/4" 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 POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: � DO NOT INSTALL ADDRESS JBLE NITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEUCE $YvIBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE;,;THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT , P LARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IIS BRANCHING IS PERMISSIBL 4. INSTALLATION SHALL BE IN . §TRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL . CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (iv, CON',UIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OP; ICS' CBLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEM NS C �BERUS DIVISION. 6. DETECTORS SHALL NOT BE OUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN ,WITH; RIESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR ;CODE.I1 CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY v1ARKED FOR: FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL 'RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. � 1I 9, FOR ADDITIONAL INSTALLATIC I IN ;.RUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION .IN TRUCTIONS. 10. THE 120vac POWER ELECTRI. AL WO,RK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE,1725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.25.2: I, REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL N T BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRM AFAR TECHNICIAN. 11. ALL HORN/STROBE AND STOBE ;DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW!DROP 'ED CEILING WHICHEVER IS LESS. 12. ALL MANUAL PULL STATION. SHALL BE MOUNTED AT 48" A.F.F. TO THE QUANTITY SYM I ESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP SUPERVISED. NO PARALLEL l TIRE ALARM EX• NTROL PANEL IRE ALARM REMOTE ANNUNCIATOR FARA XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP SIEMENS PROVIDED 66" A.F.F. TO TOP SIEMENS PROVIDED 66" A.F.F. TO TOP 2 ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND ;IRCUITL WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE ROMA liEDICATED 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 BYI THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEE\ INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. ,NTERFACE MODULE HTRI-R PITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD QUAL INPUT NTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ,ZONE MODULE !NEAR BEAM SMOKE DETECTOR 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. ' I 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. :I 21. ' ALL WIRING BETWEEN FLOOR S• 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 UTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TOTE. CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE 0 TGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BEI RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. 1 NFPA 72 2007 A.6.4.2.2.2 fo\ GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND, RETURN CABLES. THIS SEPARATION IS REQUIRb TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAI4 DAMAGE IS 305 .MM (1 FT) WHERE THE CABLE IS INSTALLED VETICALII.Y AND 1.22 M (4. FT) WHERE THE CABLE IS INSTALLED I 1 2 3 EX MOKE DETECTOR ADDRESSABLE -PHOTO) SIEMENS 4S DEEP VERIFY IN FIELD PBA -1191 SIEMENS HFP-11 W/ SIEMENS DB -11 BASE PROVIDED 4S DEEP W/ 1G RING VERIFY IN FIELD CEILING DUCT SMOKE !' ETECTOR EAT DETECTOR ADDRESSABLE) FIRE ALARM SPEAKER STROBE ,C ; r (CEILING MOUNT) AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HFPT-11 W/ DB -11 BASE SIEMENS. SET -MC -CW SIEMENS 4S DEEP W/ 1G RING CEILING 4S DEEP BOX CEILING W/ 1-1/2" EXT. IRE ALARM PEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM IRE ALARM 'SPEAKER STROBE (WALL MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING FIRE ALARM L ' C, ';(CEILING MOUNT) STROBE ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING IFIRE ALARM .(WALL MOUNT) LR -MC -W SIEMENS • 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. �! TIRE ALARM ,I PEAKER ;;(CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. ';FIRE ALARM .SPEAKER •• WALL MOUNT) SET -W SIEMENS 4S DEEP BOX IN/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM I1FIRE ALARM B STROBE WP, (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MRI MULTI -VOLTAGE :.CONTROL RELAY MR -201 /C AIR PRODUCTS 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 1TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD d RED ' .!JUNCTIDN BOX II F,B,❑, F.B.❑, N/A VERIFY FIELD A,FF, AB❑VE FINISHED FL❑❑R I N/A N/A N/A N/A F B❑FURNISHED .OTHERS BY N/A N/A N/A N/A N A IN❑T APPLICABLE N/A N/A N/A N/A U.❑ N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A W '.WEATHERPR❑❑F .;DEVICE N/A N/A , N/A N/A ,As BUILT ADD OR CHANGE N/A N/A N/A N/A AS BUILT GR EN ,I EM❑VE N/A N/A N/A N/A BLUE AS BUILT :f❑TES TO CAD N/A N/A N/A N/A Copyright 2006 by Guardian Security Systems, Inc. All Rights tt eserv RELEASE/REVISIONS LD LLI cr DESCRIPTION SHOP DRAWINGS LLI 0 tn LE as co co CCI - (0 0 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI BACKROUND PLAN PROVIDED BY: NUMBp: 54499 SHEET FA -01 H: 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. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERTIN TEMPERATURE: +32' F (0' C) TO 100' F (38 C) HUMIDITY: -9 % RELATIVE HUMIDITY, NON -CONDENSING NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OUTLET SAMPLING-----\. TUBE FRONT VIEW HFP-11 SMOKE DETECTOR DEVICE IS LISTED 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 ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. INLET SAMPLING TUBE NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP 470 OHMS �1V EOL AT LEAST SIX DUCT WIDTHS FROM BEND --›-FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE . TO NEXT DEVICE -C---!! 6-10 DUCT EQUIVALENT DIAMETERS DUCT DETECTOR LOCATI❑N REAR VIEW DATA IN (-) >--- DATA IN (+) > > (-) DATA OUT i (+) DATA OUT " TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE , FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE MUSIC 4 -AC POWER SOURCE --->(+)TO >(-) ST EXT DEVI IF LAS E OR DEVICE} I Ica TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE NONE HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE I \ l STOP IF LAST DEVICE I� FROM XLS CONTROL PANEL ❑R PREVIOUS ADDRESSABLE DEVIC ---y END OF LINE DEVICE(3.6K 1/4V)) SUPERVISED SWITCH TO NEXT ADDRESSABLE DEVICE l(+) STOP IF LAST DEVICE j FROM XLS CONTROL PANEL ❑R(+) PREVIOUS ADDRESSABLE DEVICE(-) FROM REMOTE POWER SUPPLY C'S' CABLE) TO NEXT ;ICE OR OF LINE HARD LID CEILING SPEAKER SUPPORT TTI_ BRIDGE HARD LID ( STR❑BE—) SUPERVISED SWITCH RELAY CONTACTS (4.OA 2 125VAC) GROUND (4.0A @ 30VDC) END O LINE EVICE FROM FACP 3.6K 1 4W) (VOICE CIRCUIT) C'V' CABLE) UPER ISED SWITCI T DE E NEXT 'ICE OR OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. I' • TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE 4' SQUARE DEEP BOX -- WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING SCALE=NONE 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 - 27 VDC 3.5 mA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0,02uF 0.O4uF 14 AWG 18 AWG 0 GND N AC NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC. TO GUARANTEE DETECTION,; 'SPEAKER STROBE OR STROBE ONLY 4S DEEP BOX w/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) m 6 B 0 o o 123456 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+1-'1 2+2- 2 NC C NO + - + - + - + - + - 80" A.F.F. JUNCTION BOX MOUNTED ON CEILING, FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT 4%, / / / / r SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE=NONE O O TO NEXT DEVICE CADDY BAR SUSPENDED ILLUMINATED I±I SPEAKER/STROBE TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE DO \OT I\STA_L ADDRESSABLE SR TAT DEVICES „STI_ PREPROGRAMMED WIT DEVICES ADDRESS. rn z 0 LLJ LU LU J LU REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE 0 N N Ln o aaaaa CO CO J T J 2 z W Q ZZ CC Uu s�¢ E illO 1.1. (O F— Er KALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/20/08 BACKROUND PLAN PROVIDED BY: `JOB NUMBER:54499 SHEET Copyri• ht 2006 b Guardian Securit S stems, Inc. All Ri. hts I • I ID :; I D C\2 toL 2S,2V 2S,2V L. TE:,.A.r1 0 -CO L. 12'-0" AFF NORTH CLARKS WESTFIELD SOUTHCENTER MALL SCALE 118'=1' LAG NO 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 LOCATION 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 I\S�,LL ADDRESSABLE D N TIS DEVICES URI I_ PREPROGRAMMED W DEVICES ADDRESS. z N o .'0 cp z Q Q, v_i F- < O ,p cn . N W • a - o U) N N -I;. fh Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserv; REV. BY: Z 4 DESCRIPTION SHOP DRAWINGS DATE CO 0 N cV in o <a<aa co co J'— 00 2 Z W 0 �'-czz CC 2 ucp C3 Q W �o� it(0 F- V. SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/20/08 BACKROUND PLAN PROVIDED BY: V.013 NUMBER:54499 SHEET FA -03 • ; 5 re: IZCt\I 'Oil E IN V+1ASHINGTON N„z IR/I,SH rJ wTi M 1., , • t f) 1\1 ALI_ OFFICE 0. (-1 (1-) w C.) J ,"-; M E A JUICE THE PICTURE PEOPLE A 13 R ($/11.----:: I E I I' 1 505 1550 if) 1 CLARKS WESTFIELD SOUTHCENTER MALL IL]] 1;1 54-1,2, SEA TTL E_ MARI NI ER S TEAM 3HOP IFI \ .; :11.2 -1 IR A ‘.'"..`I•i! I. r• •• • arr ----• (13 11 P I ("LJN IEI AR E WALK I I`•,1 r 1 00 1 r bebe 1 11 0 1115 1 5,35 I 15!)0j 0 1 11; ; >-- SCALE 1132"4 75 C 75 C 15 15 15 15 2S,2V 0 D D EX D,I 21 1r SYSTEM CALC LATIONS M HL CLARKS CLARKS FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations COrrent Load: ; • Standby: Alarm: CU rent Load: Standby: Alarm: Total 0.030 Dice Type HF,P-11 A2 -P ' Qty 1 2 Amps 0.0022 0.0635 0.009600 0.001600 0.005 Total 0.0022 0.0635 0.0096 0.0731 Amps 0.0023 0.064 0.021 0.0035 Amps Total 0.064 0.042 0.106 Amps 14 I,11; !!, 1 :1 • Standby Current Load: 1 0.0731 Amps For 24 Hours = 1.754 Amp -hours Alarm Current Load: ; 0.106 Amps Total System Current Load: Battery Pair to be Used: 12VDC For 5 Minutes= 25% Derating= Amp -hours 0.009 2.204 2.204 7AH Amp -hours Amp -hours Amp -hours 11 ;1' , • Deice Type Main System Board STMC @15CD .SE -MC @30CD SE -MC @75CD SE -MC@110CD S -HMC-C@115CD S T-HMC-C@135CD S ll-HMC-C@185CD ZR MC 61ECD ZR MC @30CD H p St ndby Current Load: Alarm Current Load: Battery Pair to be Used: Qty 1 3 2 1 0.03 0.636 Amps 0.03 Amps Amps Total System Current Load: 12VDC Total 0.03 0.03 For 24 Hours = For 5 Minutes= 25% Derating= Amp -hours Amps 0.030 0.064 0.098 0.175 0.233 0.318 0.318 0.445 0.064 0.098 0.0015 Amps 0.720 0.053 0.967 0.967 7AH :1 11 • I 0.350 17.H.. 0.064 0.636 AM Amp -hours Amp -hours Amp -hours Amp -hours l; !I , • '4,faat& I • :1:: . 1 t ' BATTERY SIZI Notification Appliance PROJECT: WESTFIELD SOUTHCENTER MALL Panel: CLARKS Date: May 22, 2008 CIRCUIT: QTY 0 2 0 0 0 0 1 DEVICES= S1 Device Type SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD SET-HMC-C@115CD SET-HMC-C@177CD SET -HMC @135CD SET -HMC @185CD Z-MC@15CD Z-MC@30CD Aiarm Current Alarm Total 64 192 98 175 SET-MC-CW@110CD 6 233 318 445 318 445 64 98 233 0 350 0 0 0 0 Wire Size CALCULATION it Detail Wire Resistance 1.62 606 RRENT TOTAL= VVir Lenth Voltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL* )* (ft) Total lDevice Load, Amps (I) (Total Cct Load) Voltage Drop ( E) 64 TOTAL mA= PROJECT. Panel: Date: CIRCUIT: QTY 5 0 606 12 --m65 Notification Appliance WESTFIELD SOUTHCENTER MALL CLARKS May 27, 2008 19 8796884 ircuit Detail 6061 (E= 1* R) EOL Voltage (20.4 - E) 0.86 0.61 0.52 19.88 Wire Resistance ,2.66 PURrZENT TOTAL= 9 1 • VVire eirl-n•FrIgt .--VO-Itage at EOL Circuit Total SPEAKER CIRCUIT Device Type Alarm Current 70.7V1/8 1.8 0 0 0 0 0 0 0 0 0 0 Alarm Total 9 0 • 0 0 Wire Size DEVICES= 5 TOTAL mA= 0 0 0 0 0 9 14 Total Wire Resistance(R) 2.92 ( WL * 2 )* (Rift) Total Device Load, Amps (I) 0.01 (Total Cct Load) Voltage Drop ( E) 0.03 • (E= I * R) EOL Voltage • 20.37 (20.4 - E) 20.37376141 DRAWN BY: LANDERSON' DESIGNED BY: R.VEZZANI DATE: 5/20/08 BACKROUND PLAN PROVIDED BY: RISER DIAGRAM r1- 1515 I • VOLTAGE DROFt CALCULATION ••1 Copyright 2006 by Guardian Security Systems, Inc. All Ri hts Resery \0B NUMBER:54499 SHEET FA -04J 466 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-244 08-S-326 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Clarks 466 Southcenter Mall Permit No.: 08-S-326 Date: June 13, 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 '/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 3 COSCO FIRE PROTECTION, INC. 15000 WOODINVILLE REDMOND ROAD NE #B800 WOODINVILLE,WA 98072-4502 HYDRAULIC CALCULATIONS FOR Clarks 466 Southcenter Mall, Suite #1010 Tukwila, Wa. 98188-2823 FILE NUMBER: 25KS - 7936 DATE: JUN 12, 2008 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Ordinary Group II DENSITY: 0.20 gpm/1500 sq. ft. AREA OF APPLICATION: 1545 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. Max. NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 466.3 gpm TOTAL WATER REQUIRED (including hose): 900.0 gpm FLOW AND PRESSURE (@ BOR): 649.9 gpm @ 89.9 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: Cosco Fire Protection, Inc. DESIGN/LAYOUT BY: Justin Johnson AUTHORITY HAVING JURISDICTION: Tukwila Fire Department CONTRACTOR CERTIFICATION NUMBER: COSCOFP11OMN CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 (FT) AVAIL. PRESS. (PSI) 138.8 TOTAL @ DEMAND (GPM) 900.0 GPM 250.0 GPM 183.6 GPM 466.4 GPM REQ'D PRESS. (PSI) 900.0 97.6 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) S1 12.0 K= 5.60 26.4 1 14.5 - - - - 32.9 S2 12.0 K= 5.60 25.8 2 14.5 - - - - 33.3 S3 13.5 K= 5.60 22.4 3 14.5 - - - - 28.1 S4 13.0 K= 5.60 21.6 4 14.5 - - - - 28.2 S5 13.0 K= 5.60 22.3 5 14.5 - - - - 29.2 S6 13.0 K= 5.60 23.8 6 14.5 - - - - 31.2 S7 12.0 K= 5.60 26.9 7 14.5 - - - - 33.1 S8 12.0 K= 5.60 26.2 8 14.5 - - - - 33.6 S9 13.5 K= 5.60 22.4 9 14.5 - - - - 28.2 S10 13.0 K= 5.60 22.2 10 14.5 - - - - 28.3 Sil 13.0 K= 5.60 23.0 11 14.5 - - - - 29.3 S12 13.0 K= 5.60 24.6 12 14.5 - - - - 31.4 S13 12.0 K= 5.60 27.6 13 14.5 - - - - 35.4 S14 13.5 K= 5.60 22.4 14 14.5 - - - - 28.7 S15 13.0 K= 5.60 22.5 15 14.5 - - - - 28.8 S16 13.0 K= 5.60 23.3 16 14.5 - - - - 29.8 S17 13.0 K= 5.60 25.0 17 14.5 - - - - 31.9 28.8 28.4 26.5 26.0 26.4 27.3 29.1 28.6 26.5 26.4 26.9 27.8 29.4 26.5 26.6 27.0 28.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 1.SDF JOB TITLE: Limited Too NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) M1 14.5 HOSE STREAM 35.1 183.6 M2 14.5 - - - - 35.3 M3 14.5 35.9 M4 14.0 71.5 TOR 13.7 81.3 BOR 2.0 89.9 M5 2.0 90.2 BFO 2.0 90.3 BFI 2.0 94.8 UG1 1.2 - - - - 95.1 - - - SOURCE -4.0 SOURCE 97.6 650.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 -28.8 1.049 PL 25.58 PF 7.6 S1 12.0 5.6 26.4 28.8 10.7 120 FTG 2E PE -1.1 1 14.5 0.0 32.9 0.0 0.255 TL 29.58 PV Pipe: 2 -28.4 1.049 PL 27.58 PF 8.6 S2 12.0 5.6 25.8 28.4 10.6 120 FTG ET PE -1.1 2 14.5 0.0 33.3 0.0 0.250 TL 34.58 PV Pipe: 3 -26.5 1.049 PL 24.00 PF 6.1 S3 13.5 5.6 22.4 26.5 9.8 120 FTG 2E PE -0.4 3 14.5 0.0 28.1 0.0 0.219 TL 28.00 PV Pipe: 4 -26.0 1.049 PL 27.62 PF 7.3 S4 13.0 5.6 21.6 26.0 9.7 120 FTG ET PE -0.6 4 14.5 0.0 28.2 0.0 0.211 TL 34.62 PV Pipe: 5 -26.4 1.049 PL 27.62 PF 7.5 S5 13.0 5.6 22.3 26.4 9.8 120 FTG ET PE -0.6 5 14.5 0.0 29.2 0.0 0.218 TL 34.62 PV Pipe: 6 -27.3 1.049 PL 27.62 PF 8.0 S6 13.0 5.6 23.8 27.3 10.2 120 FTG ET PE -0.6 6 14.5 0.0 31.2 0.0 0.232 TL 34.62 PV Pipe: 7 -29.1 1.049 PL 24.00 PF 7.3 S7 12.0 5.6 26.9 29.1 10.8 120 FTG 2E PE -1.1 7 14.5 0.0 33.1 0.0 0.260 TL 28.00 PV Pipe: 8 -28.6 1.049 PL 26.50 PF 8.5 S8 12.0 5.6 26.2 28.6 10.6 120 FTG ET PE -1.1 8 14.5 0.0 33.6 0.0 0.253 TL 33.50 PV Pipe: 9 -26.5 1.049 PL 24.00 PF 6.1 S9 13.5 5.6 22.4 26.5 9.8 120 FTG 2E PE -0.4 9 14.5 0.0 28.2 0.0 0.219 TL 28.00 PV Pipe: 10 -26.4 1.049 PL 24.00 PF 6.7 S10 13.0 5.6 22.2 26.4 9.8 120 FTG ET PE -0.6 10 14.5 0.0 28.3 0.0 0.218 TL 31.00 PV Pipe: 11 -26.9 1.049 PL 24.00 PF 7.0 S11 13.0 5.6 23.0 26.9 10.0 120 FTG ET PE -0.6 11 14.5 0.0 29.3 0.0 0.224 TL 31.00 PV Pipe: 12 -27.8 1.049 PL 24.00 PF 7.4 S12 13.0 5.6 24.6 27.8 10.3 120 FTG ET PE -0.6 12 14.5 0.0 31.4 0.0 0.239 TL 31.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 -29.4 1.049 PL 26.50 PF 8.9 S13 12.0 5.6 27.6 29.4 10.9 120 FTG ET PE -1.1 13 14.5 0.0 35.4 0.0 0.266 TL 33.50 PV Pipe: 14 -26.5 1.049 PL 27.00 PF 6.8 S14 13.5 5.6 22.4 26.5 9.8 120 FTG 2E PE -0.4 14 14.5 0.0 28.7 0.0 0.219 TL 31.00 PV Pipe: 15 -26.6 1.049 PL 24.50 PF 6.9 S15 13.0 5.6 22.5 26.6 9.9 120 FTG ET PE -0.6 15 14.5 0.0 28.8 0.0 0.220 TL 31.50 PV Pipe: 16 -27.0 1.049 PL 24.50 PF 7.2 S16 13.0 5.6 23.3 27.0 10.0 120 FTG ET PE -0.6 16 14.5 0.0 29.8 0.0 0.227 TL 31.50 PV Pipe: 17 -28.0 1.049 PL 24.50 PF 7.6 S17 13.0 5.6 25.0 28.0 10.4 120 FTG ET PE -0.6 17 14.5 0.0 31.9 0.0 0.242 TL 31.50 PV Pipe: 18 -28.8 1.610 PL 14.00 PF 0.4 1 14.5 0.0 32.9 0.0 4.5 120 FTG ---- PE 0.0 2 14.5 0.0 33.3 0.0 0.032 TL 14.00 PV Pipe: 19 -57.2 1.610 PL 7.58 PF 1.8 2 14.5 0.0 33.3 0.0 9.0 120 FTG T PE 0.0 M1 14.5 H.S. 35.1 183.6 0.113 TL 15.58 PV Pipe: 20 -26.5 1.610 PL 4.35 PF 0.1 3 14.5 0.0 28.1 0.0 4.2 120 FTG ---- PE 0.0 4 14.5 0.0 28.2 0.0 0.027 TL 4.35 PV Pipe: 21 -52.5 1.610 PL 10.00 PF 1.0 4 14.5 0.0 28.2 0.0 8.3 120 FTG ---- PE 0.0 5 14.5 0.0 29.2 0.0 0.096 TL 10.00 PV Pipe: 22 -78.9 1.610 PL 10.00 PF 2.0 5 14.5 0.0 29.2 0.0 12.4 120 FTG ---- PE 0.0 6 14.5 0.0 31.2 0.0 0.205 TL 10.00 PV Pipe: 23 -106.3 1.610 PL 2.88 PF 3.9 6 14.5 0.0 31.2 0.0 16.8 120 FTG T PE 0.0 M1 14.5 H.S. 35.1 183.6 0.355 TL 10.88 PV Pipe: 24 -29.1 1.610 PL 14.00 PF 0.5 7 14.5 0.0 33.1 0.0 4.6 120 FTG ---- PE 0.0 8 14.5 0.0 33.6 0.0 0.032 TL 14.00 PV Pipe: 25 -57.7 1.610 PL 7.58 PF 1.8 8 14.5 0.0 33.6 0.0 9.1 120 FTG T PE 0.0 M2 14.5 0.0 35.3 0.0 0.115 TL 15.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 -26.5 1.610 PL 5.73 PF 0.2 9 14.5 0.0 28.2 0.0 4.2 120 FTG ---- PE 0.0 10 14.5 0.0 28.3 0.0 0.027 TL 5.73 PV Pipe: 27 -52.9 1.610 PL 10.00 PF 1.0 10 14.5 0.0 28.3 0.0 8.3 120 FTG ---- PE 0.0 11 14.5 0.0 29.3 0.0 0.098 TL 10.00 PV Pipe: 28 -79.8 1.610 PL 10.00 PF 2.1 11 14.5 0.0 29.3 0.0 12.6 120 FTG ---- PE 0.0 12 14.5 0.0 31.4 0.0 0.209 TL 10.00 PV Pipe: 29 -107.6 1.610 PL 2.88 PF 4.0 12 14.5 0.0 31.4 0.0 17.0 120 FTG T PE 0.0 M2 14.5 0.0 35.3 0.0 0.363 TL 10.88 PV Pipe: 30 -29.4 1.610 PL 7.58 PF 0.5 13 14.5 0.0 35.4 0.0 4.6 120 FTG T PE 0.0 M3 14.5 0.0 35.9 0.0 0.033 TL 15.58 PV Pipe: 31 -26.5 1.610 PL 4.10 PF 0.1 14 14.5 0.0 28.7 0.0 4.2 120 FTG ---- PE 0.0 15 14.5 0.0 28.8 0.0 0.027 TL 4.10 PV Pipe: 32 -53.1 1.610 PL 10.00 PF 1.0 15 14.5 0.0 28.8 0.0 8.4 120 FTG ---- PE 0.0 16 14.5 0.0 29.8 0.0 0.098 TL 10.00 PV Pipe: 33 -80.1 1.610 PL 10.00 PF 2.1 16 14.5 0.0 29.8 0.0 12.6 120 FTG ---- PE 0.0 17 14.5 0.0 31.9 0.0 0.211 TL 10.00 PV Pipe: 34 -108.1 1.610 PL 2.88 PF 4.0 17 14.5 0.0 31.9 0.0 17.0 120 FTG T PE 0.0 M3 14.5 0.0 35.9 0.0 0.366 TL 10.88 PV Pipe: 35 -347.1 4.260 PL 8.92 PF 0.2 M1 14.5 H.S. 35.1 183.6 7.8 120 FTG ---- PE 0.0 M2 14.5 0.0 35.3 0.0 0.028 TL 8.92 PV Pipe: 36 -512.4 4.260 PL 10.00 PF 0.6 M2 14.5 0.0 35.3 0.0 11.5 120 FTG ---- PE 0.0 M3 14.5 0.0 35.9 0.0 0.057 TL 10.00 PV Pipe: 37 -649.9 4.260 PL 267.50 PF 35.4 M3 14.5 0.0 35.9 0.0 14.6 120 FTG 8ET PE 0.2 M4 14.0 0.0 71.5 0.0 0.089 TL 399.40 PV Pipe: 38 -649.9 4.260 PL 69.33 PF 9.6 M4 14.0 0.0 71.5 0.0 14.6 120 FTG 3E PE 0.1 TOR 13.7 0.0 81.3 0.0 0.089 TL 108.93 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 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 -649.9 4.260 PL 11.67 PF 3.6 TOR 13.7 0.0 81.3 0.0 14.6 120 FTG C PE 5.1 BOR 2.0 0.0 89.9 0.0 0.089 TL 40.67 PV Pipe: 40 -649.9 8.249 PL 21.25 PF 0.2 BOR 2.0 0.0 89.9 0.0 3.9 120 FTG 2E PE 0.0 M5 2.0 0.0 90.2 0.0 0.004 TL 61.25 PV Pipe: 41 -649.9 10.374 PL 14.75 PF 0.1 M5 2.0 0.0 90.2 0.0 2.5 120 FTG 3E PE 0.0 BFO 2.0 0.0 90.3 0.0 0.001 TL 88.55 PV Pipe: 42 FIXED PRESSURE LOSS DEVICE BFI 2.0 0.0 94.8 0.0 4.5 psi, 649.9 gpm BFO 2.0 0.0 90.3 0.0 Pipe: 43 -649.9 10.374 PL 2.83 PF 0.0 BFI 2.0 0.0 94.8 0.0 2.5 120 FTG E PE 0.4 UG1 1.2 0.0 95.1 0.0 0.001 TL 27.43 PV Pipe: 44 -650.0 10.275 PL 85.00 PF 0.2 UG1 1.2 0.0 95.1 0.0 2.5 140 FTG 2ETG PE 2.2 SOURCE -4.0 SRCE 97.6 (N/A) 0.001 TL 225.80 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 4903012830 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.167 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.0 ft/sec at pipe 34. (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 1.SDF JOB TITLE: Limited Too 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 4.260 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 20.00 38.90 14.50 50.00 13.30 4.40 45.60 0.00 10.00 5.00 2.50 1.10 24.50 14.50 43.40 0.00 24.60 56.00 17.90 61.60 21.30 5.60 0.00 0.00 12.30 6.20 3.10 1.10 29.10 16.80 56.00 0.00 PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v 45E11 10.275 H Q 22/Ell 11gE11 31.30 71.10 22.70 78.20 27.00 7.10 0.00 0.00 15.60 7.80 3.90 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 1.SDF JOB TITLE: Limited Too 0 O rn O 1-1 0 G4 a. 0 0 0 140.00 psi Resid E a) a) a E > > rn a� a) o U U • • a)o • o • >. '0 m o • o 0) m m a E C1 R,O q a°�' co '0 -N u v ro r ¢ W H 'D 0 Un • rtl o CS • FICcO N O 0 0 0 0 0 0 W d' N 0 CO 10 H r-1 H H (..7g0w axwu)u1:4 41 --acn-.-1-- O 0 0 0 O 0 M m 0 _ 0 N CU N O O.11 r-1 O O i N 0 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/12/2008\KS 7958 CLARKS\CALCULATIONS\HYDRAULIC CALC'S\CLARKS 1.SDF JOB TITLE: Limited Too WATER SUPPLY CURVE 144+ 0 I\ 132+ \ \ \ \ 120+ \ \ \ \ 108+ \ \ \ X \ P 96+ \ R I \ E I \ s I \ S 84+ \ U I \ R I \ E I \ 72+ \ ( I P I \ S 1 \ I 60+ \ 1 \ \ 48+ i \ \ \ 36+ \ \ \ 24+ LEGEND 1 X = Required Water Supply 97.60 psi @ 900.0 gpm 12+ 0 = Available Water Supply 138.81 psi @ 900.0 gpm <-20.0 psi @ 10900 gpm Flow Test Point 0++-+ -+ -+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) GUARDIAN SECURITY Customer LIFE AND CLARKS 466 SOUTHCENTER MALL 'KWILA, WA 98188 Project CLARKS Project # 54499 PROPERTY PROTECTION List of Materials Vendor Guardian Security Systems Inc 1743 1st Ave. South Seattle, WA 98134 Phone #: (206)622-6545 Fax #: (206)628-4990 Type of Equipment FIRE ALARM Date: MAY,28,08 Item Qty. Manuf. Model Description Unit Pri Total Price' 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) 26) 27) 28) 29) 30) 31) 32) 33) 34) 35) 36) 37) 38) 39) 40) 41) 42) 43) 44) 45) 46) 47) 48) 49) 50) Siemens PAD -3 Siemens AD2-P Siemens HTRI-D Siemens HTRI-R Siemens SET CW,W Siemens SET W Siemens ZR-MC-W,W Power Supply for Strobes with Standby** Photoelectric Duct Detector housing w/Sample Tubes, Remote TSM -1 Supervised Addressable Input Module Supervised Addressable Output Relay Module Interior Audible Speaker Annunciator Interior Audible Speaker Annunciator Interior Visual Strobe Annunciator Conduit Systems: All smoke removal and detection and control devices in an approved metallic raceway and all devices in conduit per Standard fl�l s c dfl LD 3'-9" IYa'' x 1 " 1, \ADACAP 1' 4-31¢ o 2'-4/2".. 0-6 O 8- '3 1' 1' 1-7 1 O 3- a CO '-C.2N 61-0" 4'-O" I0 -0" 10 0" x 1" f 1' rADA CAP b 1-5 IY2' x I' /ADA CAP ll tet ex-- I/2' x �, rADA CAP 1� 1' Flex c 1 0/ CD CL 8' II 2'-0" cp I '-" CU 10'-0" 4 -4/2" lex 1' 3-4 3-5 -8i2 #71t VP. F \f L 1' 3-5 0 1' 3-5 cu 1' 2-3 7f 2-3 / 1' -9 5 -10" 1' N 2-E �26 0 \f Flex i�x I" ADA CAP lex 4'-6" 1' 1' P4, 4-11 `1y"x 1" ADA CAF D 6'- I /2" WILKINS 10" 350 DAG Vertical Backflow Preventer E (n 2x 10" Vlctaullc #750 Butterfly Valve F/c 4" RellableModel "G" Riser Check Valve 10" Flange AiliE 4. @ I '-2" AFF / \ FF c, 0'-0" 10" D.I. \ @ -41-0"± System T2 Riser Assembly Detail N.T.S. 00 - (TUIKWILLA UTILITIES:) CONSTRUCTION NOTES GENERAL NOTESf I) r'iPE: 71READED: STEEL, SCH 40, BLACK, IMPORT. GROOVED: STEEL, SCH 10, BLACK, IMPORT. 2) rITTINGS: GROOVED: STAR STANDARD - ORANGE PAINT VISH 'READED: STAR D.I. 3) ;.ROOVED COUPLINGS: .AR RIGID C-4 UNLESS MARKED WITH AN "F", b'11ICH ARE TO BE STAR FLEXIBLE C-3 LW - ('RANGE PAINT FINISH 4) HANGER MATERIAL: ALL HANGER MATERIAL IS TO BE FINISHED BLACK OR STANDARD Static Pressure = 140 psi Re=dual Pressure = 20 psi Fire Flow = 1 0,900 gpm Static Pressure = 140 psi Residual Pressure = 20 psi Fire Flow = gpm SYMBOL LEGEND:) = NEW RECESSED PENDANT ON DROP ®= NEW CONCEALED PENDANT ON DROP EXISTING SPRINKLER PIPE TO REMAIN NEW SPRINKLER PIPING I) 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. 2) COSCO'S POINT OF CONNECTION IS AT EXISTING SYSTEM AS SHOWN. 3) ALL PAINTING OR PREP OF FIRE SPRINKLER PIPING (IF REQ.. ) TO BE DONE BY OTHER. 4) ALL WIRING OF SYSTEM DEVICES IS BY OTHER. 5) OWNER 15 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. 7) OWNER 15 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 SYSTEM(5) IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE, AND SERVICING. 8) 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. G) SEE PLAN FOR LENGTH NEW BRANCH LINE "FLEXHEAD" FLEXIBLE DROP CORRUGATED STAINLESS STEEL BRAIDED HOSE CEILING Z '- gz Q W W Wce "'O LL ADJUSTABLE HUB MOUNTING BRACKET (BTYPICAL ARMOVER TO NEW SPRINKLER HEAD � N.T.S. TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 - FOR I " AND IY4' PIPE AND HANGER TYPE 2 - FOR 172" AND 2" PIPE AND HANGER TOLCO MG. 25 IS 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 cht OO FOR STEEL OR CPVC PLASTIC PIPE 3/8' x aY2' LAG SCREW FOR WOOD 3/8' x 24" KWIK BOLT FOR CONCRETE —\ I" x Y4' TEK FOR BARJOIST OR STEEL BEAM 45° MIN. ur ARGCO OFFSET EYESOCKET BRKT. WHERE LENGTH 1 EXCEEDS 1'-10" SYMBOL = 6 LINE RESTRAINT DETAIL NALL THREAD ROD I'- 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 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 I re pa to- Roo ri is: Fro ti°4151:1! or — ROD COUPLING THREADED ROD PIPE SIZE 1 I/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" ROD BOLT IMBED DIA. LGTH DEPTH 3/8" 33 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 3/8" 3 3/4" 2 1/4" 1/2" 3 3/4" 2 1/4" 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 0 VVthoi tCornn:�ntt. As 1J0-1sci In F;•: -,,,d Per The e !hese plans have bean r: ',.'I:::, , . by j 3 Prevention hire I f:.;r .:�, :...., • standards. Aco,,, l.ar,,::. «.... . t:,Cifrais u; omissions vin' , 3'. ,;int t' standards and o::..i;.:; ..,.: adequacy of d :, ,, s, r ::: • ',;r, Irk; c> Additions,i . dale:bo , of ;, .... :these : ilii sr this date will void tl iF; ;:,:c; . ,..,,;.:: . rid will r>`:�r.,,re: r. resubmittal of revised di ,‘,-iri-. o ;, i ub:..eKquent approval. Final accLp .r,cc;> i, sr.::`.: ect field test and inspection by The Tukwila Fire i i' ri;,.,...,;1 Llureau. :Date: 60 /3-03 By: -11r1 stamps must be inspected before pipz1 is hung, . -.1: paint piping prior t0 ) approval. TUKWILA FIRE DEPARTMENT Pease call: 575-440Z and give this job 140. at „J exact address for shut clown or restoration approval. z 0 >- LO W Q DESCRIPTION 0 z z ei '° 24 JOB NO. 25KS - 7958 SHEET NO. FP 1 a TOTAL SPRINKLERS = 30 THIS SHEET d i i - o 'Q 0 iL) W, Fy az,: White Chrome 9F,, mz _im 2 m 2 L U Q ,,, ae -ri ui NPT APPROVALS BY: W 1 0 z 0 N SPRINKLER HEAD LEGEND : Reliable Model G4A Concealed Pendant Reliable Model F1 FR Recessed Pendant 0in- re4 J �Q r „IC) (�a isid O W C4 L‹ all inV/(0) v r°'i Z Q 0 U ••• • w •••• f- •••• ••••0- •••• •••• i •••• W 0 u - LL. 0 Z a License No: 10910 117TH Place N.E. COSCOFP110NM 1"1- c0 c N X 0 • c0 170 - SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE PAID ?AIC? d JN13 2008 Tukwila Fire 70-2a°66 0 -F— N 0 U V) 0 E 0 r .. g O z U 0 N it m a a_d z> m 0 00 V) a b N .0 N DRAWING TITLE Clarks: Sprinkler Piping Plan DATE: June, 2008 SCALE : As Noted DRAWN BY: Justin Johnson JOB NO. 25KS - 7958 SHEET NO. FP 1 a I ,545ft IlydrauliCaly Calculated Most ReFnote Area (.) 0 C7 til t C �pp ; L 0 c if �r '1 (1 • 0 l Py CD 5-77.1 71 0 5 4" x 61 '-0" @ 1 4'-6" AFF T WILKINS 10" 350 DAG Vertical Backflow Preventer 4" x 1 6'-3" E Q) 2x 1 0" Vlctaullc #750 Butterfly Valve m 2 'O» 'QFF 4" ReliableModel "G" Riser Check Valve I O" Flange 4. @ 11-2" AFF \ FF @ 0'-0" I O" D.I. C@ -4'-O"± System T2 Riser Assembly Detail N.T.S. -00 @ 1 5'-6" AFF 4"x5"- '. @ 131-6" 4. @ 2'-0" AFF West Sprinkler Riser Room ,no 10" x 8..�I Grooved RC 10" @ 2'-0" ALT T S 4 7, ---NRS GATE VALVE z 0 ti W w 1- DESCRIPTION O z 171mUmq so N r Sit TOTAL SPRINKLERS THIS SHEET \„.. 0 Lo vO S17 If , tui Ez White Chrome C1_ H_ Zz iu: Brass Chrome V W O tO `O LO NPT '( 1.'1 rl 1,1 4 `WcY'•:Y 1:f "t.0 �A�' � 4. APPROVALS BY: ti. W 0 N N 47713 %Y 7 () Y {.—i73. ■' �pp ; L 0 c if �r '1 (1 • 0 l Py CD 5-77.1 71 0 5 4" x 61 '-0" @ 1 4'-6" AFF T WILKINS 10" 350 DAG Vertical Backflow Preventer 4" x 1 6'-3" E Q) 2x 1 0" Vlctaullc #750 Butterfly Valve m 2 'O» 'QFF 4" ReliableModel "G" Riser Check Valve I O" Flange 4. @ 11-2" AFF \ FF @ 0'-0" I O" D.I. C@ -4'-O"± System T2 Riser Assembly Detail N.T.S. -00 @ 1 5'-6" AFF 4"x5"- '. @ 131-6" 4. @ 2'-0" AFF West Sprinkler Riser Room ,no 10" x 8..�I Grooved RC 10" @ 2'-0" ALT T S 4 7, ---NRS GATE VALVE z 0 ti W w 1- DESCRIPTION O z 171mUmq so N TOTAL SPRINKLERS THIS SHEET TEMP. 0 Lo vO 1550 tui Ez White Chrome C1_ H_ Zz iu: Brass Chrome V W O tO `O LO NPT NN APPROVALS BY: ti. W 0 N N z H Jec SPRINKLER HEAD LEGEND : Reliable Model G4A Concealed Pendant Reliable Model Fl FR Recessed Pendant rn O1-6 •� t < U 4) Lod - (1) a +NJ} 113 O wC4tstt) aci w z A�L� V/ o co)o Z e 4 z N as z 0 1" (.3 ••• • w •••e •••• •••• a •••• •••• E ft •••• License No: 10910 117TH Place N.E. COSCOFP 110NM 0, ix) C - COX C° N • C N d CO �, K2 (NI0 U E 0 U 0 U 0 U SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE • ANCHORAGE CONTRACT WITH: DRAWING TITLE Clarks: Hydraulic Calculation Pian DATE: June, 2008 SCALE: As Noted DRAWN BY: Justin Johnson JOB NO. 25 KS - 7958 SHEET NO. FP 2 F4L. CO FIRE TUKWII,A SHINGT N SHEET INDEX NERAL NOTES SYMBOLS LEGEND SHEET \UV3ER SHEET TITLE W fin O ON ON 00 cV '0' O (J >< LL SYSTEIV I \ FO. V AT10 \ FA -02 TYPICAL DETAILS - WRI\G A\D FA -03 FI E ALARIV YSTEV SYSTE V OU\TI\G FLOC PLA\ CALCULATIO\S (cE\EAL), -ISER, SITE PLA\ 1 0 x 0 N Without Comm?nts As Notact In R, tad (nese Prevention,:_,: standard::. omissions \,",'„ stanac„c: a ,rr ,• Adrlitic.>; ' t.. resu'brt-Iltt:41 nt 'r NO` ICE A completed, signed, Tukwila Fire Department Pre-test Certificate mt.'. t be presented to the prior to commen� : >;" .,,_-;.ceptance Testing arl::i �. _....... Faiiure of ink-iEkR; termination Fir13 aCCC,"p'',''1'; Th I UKWILA FIRE DEPARTMEil'Y Pease call: 575-4407 :end give this job and exact address for shut. .own or restoration approval; 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 #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) 2S STROBE CIRCUIT - RETURN 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 1#14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR 4#14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD 4#16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED 1#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) .!JUNCTIDN BOX II I CONDUIT FILL CHART 11; NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA I; TWO 600V #12 AWG THHN/THWN .244 O.D. .0467 I TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 .TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 O.D. .0191 1 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 i 3/4" 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 POINT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: � DO NOT INSTALL ADDRESS JBLE NITIATING DEVICES UNTIL PREPROGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEUCE $YvIBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE;,;THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT , P LARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IIS BRANCHING IS PERMISSIBL 4. INSTALLATION SHALL BE IN . §TRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL . CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (iv, CON',UIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OP; ICS' CBLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEM NS C �BERUS DIVISION. 6. DETECTORS SHALL NOT BE OUNTED IN DIRECT AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN ,WITH; RIESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR ;CODE.I1 CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY v1ARKED FOR: FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL 'RETURN ONE SET OF ACCURATELY MARKED DRAWINGS FOR "AS BUILT" PURPOSES. � 1I 9, FOR ADDITIONAL INSTALLATIC I IN ;.RUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION .IN TRUCTIONS. 10. THE 120vac POWER ELECTRI. AL WO,RK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE,1725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.25.2: I, REFERENCE TO DEDICATED BRANCH POWER SOURCES. 120vac POWER SHALL N T BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRM AFAR TECHNICIAN. 11. ALL HORN/STROBE AND STOBE ;DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW!DROP 'ED CEILING WHICHEVER IS LESS. 12. ALL MANUAL PULL STATION. SHALL BE MOUNTED AT 48" A.F.F. TO THE QUANTITY SYM I ESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP SUPERVISED. NO PARALLEL l TIRE ALARM EX• NTROL PANEL IRE ALARM REMOTE ANNUNCIATOR FARA XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP SIEMENS PROVIDED 66" A.F.F. TO TOP SIEMENS PROVIDED 66" A.F.F. TO TOP 2 ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND ;IRCUITL WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE ROMA liEDICATED 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 BYI THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEE\ INSTALLED PRIOR TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. ,NTERFACE MODULE HTRI-R PITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD QUAL INPUT NTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ,ZONE MODULE !NEAR BEAM SMOKE DETECTOR 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. ' I 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. :I 21. ' ALL WIRING BETWEEN FLOOR S• 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 UTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TOTE. CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE 0 TGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BEI RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. 1 NFPA 72 2007 A.6.4.2.2.2 fo\ GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND, RETURN CABLES. THIS SEPARATION IS REQUIRb TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAI4 DAMAGE IS 305 .MM (1 FT) WHERE THE CABLE IS INSTALLED VETICALII.Y AND 1.22 M (4. FT) WHERE THE CABLE IS INSTALLED I 1 2 3 EX MOKE DETECTOR ADDRESSABLE -PHOTO) SIEMENS 4S DEEP VERIFY IN FIELD PBA -1191 SIEMENS HFP-11 W/ SIEMENS DB -11 BASE PROVIDED 4S DEEP W/ 1G RING VERIFY IN FIELD CEILING DUCT SMOKE !' ETECTOR EAT DETECTOR ADDRESSABLE) FIRE ALARM SPEAKER STROBE ,C ; r (CEILING MOUNT) AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD HFPT-11 W/ DB -11 BASE SIEMENS. SET -MC -CW SIEMENS 4S DEEP W/ 1G RING CEILING 4S DEEP BOX CEILING W/ 1-1/2" EXT. IRE ALARM PEAKER STROBE (WALL MOUNT) SET -MC -W SIEMENS 4S DEEP BOX 80" A.F.F. W/ 1-1/2" EXT. TO BOTTOM IRE ALARM 'SPEAKER STROBE (WALL MOUNT) SET -HMC -CW SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. CEILING FIRE ALARM L ' C, ';(CEILING MOUNT) STROBE ZR -MC -CW SIEMENS 4S BOX W/ 1G RING CEILING IFIRE ALARM .(WALL MOUNT) LR -MC -W SIEMENS • 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. �! TIRE ALARM ,I PEAKER ;;(CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. ';FIRE ALARM .SPEAKER •• WALL MOUNT) SET -W SIEMENS 4S DEEP BOX IN/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM I1FIRE ALARM B STROBE WP, (WEATHERPROOF) SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MRI MULTI -VOLTAGE :.CONTROL RELAY MR -201 /C AIR PRODUCTS 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 1TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD d RED ' .!JUNCTIDN BOX II F,B,❑, F.B.❑, N/A VERIFY FIELD A,FF, AB❑VE FINISHED FL❑❑R I N/A N/A N/A N/A F B❑FURNISHED .OTHERS BY N/A N/A N/A N/A N A IN❑T APPLICABLE N/A N/A N/A N/A U.❑ N. UNLESS OTHERWISE NOTED N/A N/A N/A N/A W '.WEATHERPR❑❑F .;DEVICE N/A N/A , N/A N/A ,As BUILT ADD OR CHANGE N/A N/A N/A N/A AS BUILT GR EN ,I EM❑VE N/A N/A N/A N/A BLUE AS BUILT :f❑TES TO CAD N/A N/A N/A N/A Copyright 2006 by Guardian Security Systems, Inc. All Rights tt eserv RELEASE/REVISIONS LD LLI cr DESCRIPTION SHOP DRAWINGS LLI 0 tn LE as co co CCI - (0 0 DRAWN BY: LANDERSON DESIGNED BY: R.VEZZANI BACKROUND PLAN PROVIDED BY: NUMBp: 54499 SHEET FA -01 H: 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. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERTIN TEMPERATURE: +32' F (0' C) TO 100' F (38 C) HUMIDITY: -9 % RELATIVE HUMIDITY, NON -CONDENSING NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OUTLET SAMPLING-----\. TUBE FRONT VIEW HFP-11 SMOKE DETECTOR DEVICE IS LISTED 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 ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. INLET SAMPLING TUBE NOT USED REMOTE DEVICE LOOP NOT USED REMOTE DEVICE LOOP 470 OHMS �1V EOL AT LEAST SIX DUCT WIDTHS FROM BEND --›-FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE . TO NEXT DEVICE -C---!! 6-10 DUCT EQUIVALENT DIAMETERS DUCT DETECTOR LOCATI❑N REAR VIEW DATA IN (-) >--- DATA IN (+) > > (-) DATA OUT i (+) DATA OUT " TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE , FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE MUSIC 4 -AC POWER SOURCE --->(+)TO >(-) ST EXT DEVI IF LAS E OR DEVICE} I Ica TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL SCALE NONE HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE I \ l STOP IF LAST DEVICE I� FROM XLS CONTROL PANEL ❑R PREVIOUS ADDRESSABLE DEVIC ---y END OF LINE DEVICE(3.6K 1/4V)) SUPERVISED SWITCH TO NEXT ADDRESSABLE DEVICE l(+) STOP IF LAST DEVICE j FROM XLS CONTROL PANEL ❑R(+) PREVIOUS ADDRESSABLE DEVICE(-) FROM REMOTE POWER SUPPLY C'S' CABLE) TO NEXT ;ICE OR OF LINE HARD LID CEILING SPEAKER SUPPORT TTI_ BRIDGE HARD LID ( STR❑BE—) SUPERVISED SWITCH RELAY CONTACTS (4.OA 2 125VAC) GROUND (4.0A @ 30VDC) END O LINE EVICE FROM FACP 3.6K 1 4W) (VOICE CIRCUIT) C'V' CABLE) UPER ISED SWITCI T DE E NEXT 'ICE OR OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. I' • TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE 4' SQUARE DEEP BOX -- WITH 1-1/2" EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING SCALE=NONE 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 - 27 VDC 3.5 mA DURING POLLING 10 OHMS 200 FT. (18 AWG) 0,02uF 0.O4uF 14 AWG 18 AWG 0 GND N AC NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC. TO GUARANTEE DETECTION,; 'SPEAKER STROBE OR STROBE ONLY 4S DEEP BOX w/ 1-1/2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) m 6 B 0 o o 123456 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+1-'1 2+2- 2 NC C NO + - + - + - + - + - 80" A.F.F. JUNCTION BOX MOUNTED ON CEILING, FLEX JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT 4%, / / / / r SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE=NONE O O TO NEXT DEVICE CADDY BAR SUSPENDED ILLUMINATED I±I SPEAKER/STROBE TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE DO \OT I\STA_L ADDRESSABLE SR TAT DEVICES „STI_ PREPROGRAMMED WIT DEVICES ADDRESS. rn z 0 LLJ LU LU J LU REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE 0 N N Ln o aaaaa CO CO J T J 2 z W Q ZZ CC Uu s�¢ E illO 1.1. (O F— Er KALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/20/08 BACKROUND PLAN PROVIDED BY: `JOB NUMBER:54499 SHEET Copyri• ht 2006 b Guardian Securit S stems, Inc. All Ri. hts I • I ID :; I D C\2 toL 2S,2V 2S,2V L. TE:,.A.r1 0 -CO L. 12'-0" AFF NORTH CLARKS WESTFIELD SOUTHCENTER MALL SCALE 118'=1' LAG NO 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 LOCATION 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 I\S�,LL ADDRESSABLE D N TIS DEVICES URI I_ PREPROGRAMMED W DEVICES ADDRESS. z N o .'0 cp z Q Q, v_i F- < O ,p cn . N W • a - o U) N N -I;. fh Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserv; REV. BY: Z 4 DESCRIPTION SHOP DRAWINGS DATE CO 0 N cV in o <a<aa co co J'— 00 2 Z W 0 �'-czz CC 2 ucp C3 Q W �o� it(0 F- V. SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/20/08 BACKROUND PLAN PROVIDED BY: V.013 NUMBER:54499 SHEET FA -03 • ; 5 re: IZCt\I 'Oil E IN V+1ASHINGTON N„z IR/I,SH rJ wTi M 1., , • t f) 1\1 ALI_ OFFICE 0. (-1 (1-) w C.) J ,"-; M E A JUICE THE PICTURE PEOPLE A 13 R ($/11.----:: I E I I' 1 505 1550 if) 1 CLARKS WESTFIELD SOUTHCENTER MALL IL]] 1;1 54-1,2, SEA TTL E_ MARI NI ER S TEAM 3HOP IFI \ .; :11.2 -1 IR A ‘.'"..`I•i! I. r• •• • arr ----• (13 11 P I ("LJN IEI AR E WALK I I`•,1 r 1 00 1 r bebe 1 11 0 1115 1 5,35 I 15!)0j 0 1 11; ; >-- SCALE 1132"4 75 C 75 C 15 15 15 15 2S,2V 0 D D EX D,I 21 1r SYSTEM CALC LATIONS M HL CLARKS CLARKS FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations COrrent Load: ; • Standby: Alarm: CU rent Load: Standby: Alarm: Total 0.030 Dice Type HF,P-11 A2 -P ' Qty 1 2 Amps 0.0022 0.0635 0.009600 0.001600 0.005 Total 0.0022 0.0635 0.0096 0.0731 Amps 0.0023 0.064 0.021 0.0035 Amps Total 0.064 0.042 0.106 Amps 14 I,11; !!, 1 :1 • Standby Current Load: 1 0.0731 Amps For 24 Hours = 1.754 Amp -hours Alarm Current Load: ; 0.106 Amps Total System Current Load: Battery Pair to be Used: 12VDC For 5 Minutes= 25% Derating= Amp -hours 0.009 2.204 2.204 7AH Amp -hours Amp -hours Amp -hours 11 ;1' , • Deice Type Main System Board STMC @15CD .SE -MC @30CD SE -MC @75CD SE -MC@110CD S -HMC-C@115CD S T-HMC-C@135CD S ll-HMC-C@185CD ZR MC 61ECD ZR MC @30CD H p St ndby Current Load: Alarm Current Load: Battery Pair to be Used: Qty 1 3 2 1 0.03 0.636 Amps 0.03 Amps Amps Total System Current Load: 12VDC Total 0.03 0.03 For 24 Hours = For 5 Minutes= 25% Derating= Amp -hours Amps 0.030 0.064 0.098 0.175 0.233 0.318 0.318 0.445 0.064 0.098 0.0015 Amps 0.720 0.053 0.967 0.967 7AH :1 11 • I 0.350 17.H.. 0.064 0.636 AM Amp -hours Amp -hours Amp -hours Amp -hours l; !I , • '4,faat& I • :1:: . 1 t ' BATTERY SIZI Notification Appliance PROJECT: WESTFIELD SOUTHCENTER MALL Panel: CLARKS Date: May 22, 2008 CIRCUIT: QTY 0 2 0 0 0 0 1 DEVICES= S1 Device Type SET -MC @15CD SET -MC @30CD SET -MC @75CD SET -MC @110CD SET-HMC-C@115CD SET-HMC-C@177CD SET -HMC @135CD SET -HMC @185CD Z-MC@15CD Z-MC@30CD Aiarm Current Alarm Total 64 192 98 175 SET-MC-CW@110CD 6 233 318 445 318 445 64 98 233 0 350 0 0 0 0 Wire Size CALCULATION it Detail Wire Resistance 1.62 606 RRENT TOTAL= VVir Lenth Voltage at EOL Circuit Total Total Wire Resistance ( R ) ( WL* )* (ft) Total lDevice Load, Amps (I) (Total Cct Load) Voltage Drop ( E) 64 TOTAL mA= PROJECT. Panel: Date: CIRCUIT: QTY 5 0 606 12 --m65 Notification Appliance WESTFIELD SOUTHCENTER MALL CLARKS May 27, 2008 19 8796884 ircuit Detail 6061 (E= 1* R) EOL Voltage (20.4 - E) 0.86 0.61 0.52 19.88 Wire Resistance ,2.66 PURrZENT TOTAL= 9 1 • VVire eirl-n•FrIgt .--VO-Itage at EOL Circuit Total SPEAKER CIRCUIT Device Type Alarm Current 70.7V1/8 1.8 0 0 0 0 0 0 0 0 0 0 Alarm Total 9 0 • 0 0 Wire Size DEVICES= 5 TOTAL mA= 0 0 0 0 0 9 14 Total Wire Resistance(R) 2.92 ( WL * 2 )* (Rift) Total Device Load, Amps (I) 0.01 (Total Cct Load) Voltage Drop ( E) 0.03 • (E= I * R) EOL Voltage • 20.37 (20.4 - E) 20.37376141 DRAWN BY: LANDERSON' DESIGNED BY: R.VEZZANI DATE: 5/20/08 BACKROUND PLAN PROVIDED BY: RISER DIAGRAM r1- 1515 I • VOLTAGE DROFt CALCULATION ••1 Copyright 2006 by Guardian Security Systems, Inc. All Ri hts Resery \0B NUMBER:54499 SHEET FA -04J