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HomeMy WebLinkAboutPP - 5795 S 130TH PL - BAKER COMMODITIES INC - PERMITS AND PLANS (2)5795 S 130TH PL ASSOCIATED PERMITS 12-5-031 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Baker Commodities 5795 S 130th PI Permit No.: 12-S-031 Date: February 15, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test: and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • The pump room shall be heated, ventilated and have a pitched floor per NFPA 20. • Fire pump acceptance testing, performance, and maintenance shall be per NFPA 20, chapter 14. Fire pump installation shall comply with NFPA 20 • Installation of the fire alarm components including control panels, strobes , manual pull stations and line detection requires a separate fire alarm permit and an electrical permit. • Installation of the aboveground diesel fuel tank requires a separate tank permit from the Tukwila Fire Permit. • The diesel tank installation shall comply with International Fire Code Chapter 34 and NFPA 30. • Provide and maintain a 4 ft. clear space around the sprinkler riser. • UL Central Station supervision is required. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • When subject to vehicular damage, protective guard posts or curbs are required around all fire equipment and appurtenances. • Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from freezing and causing unnecessary damage. • Sprinklers shall be installed under fixed obstructions over 4 ft. wide. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. • Provide a spare sprinkler head box with wrench at the riser. • Sprinklers subject to mechanical injury shall be protected with listed guards. • Sprinkler coverage around unit heaters needs to comply with section 8.3.2.5 and figure 8.3.2.5. • The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. • FDC's shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. • Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. All code references are NFPA 13, 2010 Edition, unless otherwise Noted. Automatic ire Sprinkler Fire Protection System Hydraulic Calculations Fire Pump / Water Storage Tank Product Information For: Baker Commodities 5795 South 130th Place Tukwila, WA 98178 By: Mr. Sprinkler Fire Protection 100 Derek Place, Suite 100 Roseville, CA 95678 Phone (916) 773-7036 / Fax (916) 773- 6995 E-mail cad@mrsprinkler.com Washington Fire Protection Contractors License No. MRSPRSF922L5 Products installed to be same or equal to manufacturers specification sheets. Job specific items available upon request. * Fire Sprinklers Saves Lives * Project Name: Address: Hydraulic Calculations Project Information Seattle Rendering Plant — Baker Commodities 5795 South 130th Place Tukwilla, Washington Calculation Area: Rendering Plant Date 11/22/11 File # 15542-1 Index 15 Design Criteria Occupancy Classification: Ordinary Hazard II Construction Density: Area of Operation: Area per Sprinkler: Number of Sprinklers Calculated: Combustible Hose Allowance 000 gpm inside 000 gpm outside Water Supply 1000 gpm @ 100 psi Pump w/ Water Storage Tank ® Non Combustible .20 gpm/sq. ft. *4500 sq. ft. 118.5 sq. ft. max. 44 heads Rack Sprinkler Allowance 0 gpm Sprinklers Make: Sprinkler Size: 17/32" K=8.0 Temp: 286° Calculation Summary Total Sprinkler Water Flow: Flow & Pressure: (at pump discharge) 1229.6 gpm 1229.6 gpm @ 79.1 psi Notes: * Per Factory Mutual requirements • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TNK (N/A) 3.0 (N/A) 3.0 1229.6 3.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES 1229.6 GPM 0.0 GPM 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1229.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 34.0 K= 8.00 8.6 23.4 2 32.5 K= 8.00 9.4 24.5 3 30.8 K= 8.00 10.7 26.2 4 29.0 K= 8.00 12.7 28.6 5 27.0 - - - - 18.3 6 34.0 K= 8.00 8.6 23.4 7 32.5 K= 8.00 9.4 24.5 8 30.8 K= 8.00 10.7 26.2 9 29.0 K= 8.00 12.8 28.6 10 27.0 - - - - 18.3 11 34.0 K= 8.00 8.6 23.5 12 32.5 K= 8.00 9.4 24.6 13 30.8 K= 8.00 10.8 26.3 14 29.0 K= 8.00 12.8 28.7 15 27.0 - - - - 18.4 16 34.0 K= 8.00 8.8 23.7 17 32.5 K= 8.00 9.6 24.7 18 30.8 K= 8.00 10.9 26.4 19 29.0 K= 8.00 13.0 28.8 20 27.0 - - - - 18.6 21 34.0 K= 8.00 9.0 24.0 22 32.5 K= 8.00 9.8 25.1 23 30.8 K= 8.00 11.2 26.7 24 29.0 K= 8.00 13.3 29.1 25 27.0 - - - - 19.0 26 34.0 K= 8.00 9.4 24.5 27 32.5 K= 8.00 10.2 25.6 28 30.8 K= 8.00 11.6 27.2 29 29.0 K= 8.00 13.8 29.7 30 27.0 - - - - 19.7 31 34.0 K= 8.00 9.9 25.2 32 32.5 K= 8.00 10.7 26.2 33 30.8 K= 8.00 12.2 27.9 34 29.0 K= 8.00 14.4 30.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 27.0 - - - - 20.5 36 34.0 K= 8.00 10.5 26.0 37 32.5 K= 8.00 11.4 27.0 38 30.8 K= 8.00 12.8 28.7 39 29.0 K= 8.00 15.1 31.1 40 27.0 - - - - 21.6 41 34.3 K= 8.00 9.8 25.0 42 33.5 K= 8.00 10.3 25.6 43 32.0 K= 8.00 11.5 27.1 44 30.5 K= 8.00 13.3 29.2 45 29.0 K= 8.00 16.2 32.2 46 27.0 - - - - 25.3 47 34.3 K= 8.00 9.8 25.0 48 33.5 K= 8.00 10.2 25.6 49 32.0 K= 8.00 11.4 27.0 50 30.5 K= 8.00 13.3 29.2 51 29.0 K= 8.00 16.2 32.2 52 27.0 - - - - 25.3 53 27.0 25.9 54 27.0 - - - 55.5 - - - 55 34.0 K= 8.00 42.6 52.2 56 32.5 K= 8.00 43.9 53.0 57 30.8 - - - - 47.2 58 29.0 50.4 59 27.0 56.2 TR 27.0 58.7 DV 5.0 70.1 BR 1.0 74.1 UG 0.0 76.7 P1 1.0 77.7 PD 1.0 79.1 PS 1.0 - - - - 2.5 TNK 1.0 SOURCE 3.0 1229.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT 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 -23.4 1.728 PL 10.00 PF 0.2 1 34.0 8.0 8.6 23.4 3.2 120 FTG ---- PE 0.6 2 32.5 8.0 9.4 24.5 0.015 TL 10.00 PV Pipe: 2 -47.9 1.728 PL 10.00 PF 0.6 2 32.5 8.0 9.4 24.5 6.6 120 FTG ---- PE 0.8 3 30.8 8.0 10.7 26.2 0.058 TL 10.00 PV Pipe: 3 -74.0 1.728 PL 10.00 PF 1.3 3 30.8 8.0 10.7 26.2 10.1 120 FTG ---- PE 0.8 4 29.0 8.0 12.7 28.6 0.129 TL 10.00 PV Pipe: 4 -102.6 1.728 PL 3.00 PF 4.7 4 29.0 8.0 12.7 28.6 14.0 120 FTG ET PE 0.9 5 27.0 0.0 18.3 0.0 0.236 TL 19.90 PV Pipe: 5 -102.6 4.310 PL 10.00 PF 0.0 5 27.0 0.0 18.3 0.0 2.3 120 FTG ---- PE 0.0 10 27.0 0.0 18.3 0.0 0.003 TL 10.00 PV Pipe: 6 -23.4 1.728 PL 10.00 PF 0.2 6 34.0 8.0 8.6 23.4 3.2 120 FTG ---- PE 0.6 7 32.5 8.0 9.4 24.5 0.015 TL 10.00 PV Pipe: 7 -47.9 1.728 PL 10.00 PF 0.6 32.5 8.0 9.4 24.5 6.6 120 FTG ---- PE 0.8 30.8 8.0 10.7 26.2 0.058 TL 10.00 PV Pipe: 8 -74.1 1.728 PL 10.00 PF 1.3 8 30.8 8.0 10.7 26.2 10.1 120 FTG ---- PE 0.8 9 29.0 8.0 12.8 28.6 0.129 TL 10.00 PV Pipe: 9 -102.7 1.728 PL 3.00 PF 4.7 9 29.0 8.0 12.8 28.6 14.0 120 FTG ET PE 0.9 10 27.0 0.0 18.3 0.0 0.236 TL 19.90 PV Pipe: 10 -205.3 4.310 PL 10.00 PF 0.1 10 27.0 0.0 18.3 0.0 4.5 120 FTG ---- PE 0.0 15 27.0 0.0 18.4 0.0 0.010 TL 10.00 PV Pipe: 11 -23.5 1.728 PL 10.00 PF 0.2 11 34.0 8.0 8.6 23.5 3.2 120 FTG ---- PE 0.6 12 32.5 8.0 9.4 24.6 0.015 TL 10.00 PV Pipe: 12 -48.1 1.728 PL 10.00 PF 0.6 • 12 32.5 8.0 9.4 24.6 6.6 30.8 8.0 10.8 26.3 120 FTG ---- PE 0.8 13 0.058 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT 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 -74.3 1.728 PL 10.00 PF 1.3 13 30.8 8.0 10.8 26.3 10.2 120 FTG ---- PE 0.8 14 29.0 8.0 12.8 28.7 0.130 TL 10.00 PV Pipe: 14 -103.0 1.728 PL 3.00 PF 4.7 14 29.0 8.0 12.8 28.7 14.1 120 FTG ET PE 0.9 15 27.0 0.0 18.4 0.0 0.237 TL 19.90 PV Pipe: 15 -308.3 4.310 PL 10.00 PF 0.2 15 27.0 0.0 18.4 0.0 6.8 120 FTG ---- PE 0.0 20 27.0 0.0 18.6 0.0 0.021 TL 10.00 PV Pipe: 16 -23.7 1.728 PL 10.00 PF 0.2 16 34.0 8.0 8.8 23.7 3.2 120 FTG ---- PE 0.6 17 32.5 8.0 9.6 24.7 0.016 TL 10.00 PV Pipe: 17 -48.4 1.728 PL 10.00 PF 0.6 17 32.5 8.0 9.6 24.7 6.6 120 FTG ---- PE 0.8 18 30.8 8.0 10.9 26.4 0.059 TL 10.00 PV Pipe: 18 -74.9 1.728 PL 10.00 PF 1.3 18 30.8 8.0 10.9 26.4 10.2 120 FTG ---- PE 0.8 19 29.0 8.0 13.0 28.8 0.132 TL 10.00 PV Pipe: 19 -103.7 1.728 PL 3.00 PF 4.8 19 29.0 8.0 13.0 28.8 14.2 120 FTG ET PE 0.9 20 27.0 0.0 18.6 0.0 0.240 TL 19.90 PV Pipe: 20 -412.0 4.310 PL 11.00 PF 0.4 20 27.0 0.0 18.6 0.0 9.1 120 FTG ---- PE 0.0 25 27.0 0.0 19.0 0.0 0.036 TL 11.00 PV Pipe: 21 -24.0 1.728 PL 10.00 PF 0.2 21 34.0 8.0 9.0 24.0 3.3 120 FTG ---- PE 0.6 22 32.5 8.0 9.8 25.1 0.016 TL 10.00 PV Pipe: 22 -49.1 1.728 PL 10.00 PF 0.6 22 32.5 8.0 9.8 25.1 6.7 120 FTG ---- PE 0.8 23 30.8 8.0 11.2 26.7 0.060 TL 10.00 PV Pipe: 23 -75.8 1.728 PL 10.00 PF 1.3 23 30.8 8.0 11.2 26.7 10.4 120 FTG ---- PE 0.8 24 29.0 8.0 13.3 29.1 0.135 TL 10.00 PV Pipe: 24 -104.9 1.728 PL 3.00 PF 4.9 24 29.0 8.0 13.3 29.1 14.4 120 FTG ET PE 0.9 25 27.0 0.0 19.0 0.0 0.246 TL 19.90 PV Pipe: 25 -516.9 4.310 PL 12.00 PF 0.7 25 27.0 0.0 19.0 0.0 11.4 120 FTG ---- PE 0.0 30 27.0 0.0 19.7 0.0 0.055 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT 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 -24.5 1.728 PL 10.00 PF 0.2 26 34.0 8.0 9.4 24.5 3.4 120 FTG ---- PE 0.6 27 32.5 8.0 10.2 25.6 0.017 TL 10.00 PV Pipe: 27 -50.1 1.728 PL 10.00 PF 0.6 27 32.5 8.0 10.2 25.6 6.9 120 FTG ---- PE 0.8 28 30.8 8.0 11.6 27.2 0.063 TL 10.00 PV Pipe: 28 -77.3 1.728 PL 10.00 PF 1.4 28 30.8 8.0 11.6 27.2 10.6 120 FTG ---- PE 0.8 29 29.0 8.0 13.8 29.7 0.140 TL 10.00 PV Pipe: 29 -107.0 1.728 PL 3.00 PF 5.1 29 29.0 8.0 13.8 29.7 14.6 120 FTG ET PE 0.9 30 27.0 0.0 19.7 0.0 0.255 TL 19.90 PV Pipe: 30 -623.9 4.310 PL 11.00 PF 0.9 30 27.0 0.0 19.7 0.0 13.7 120 FTG ---- PE 0.0 35 27.0 0.0 20.5 0.0 0.078 TL 11.00 PV Pipe: 31 -25.2 1.728 PL 10.00 PF 0.2 31 34.0 8.0 9.9 25.2 3.4 120 FTG ---- PE 0.6 32 32.5 8.0 10.7 26.2 0.018 TL 10.00 PV Pipe: 32 -51.4 1.728 PL 10.00 PF 0.7 32 32.5 8.0 10.7 26.2 7.0 120 FTG ---- PE 0.8 33 30.8 8.0 12.2 27.9 0.066 TL 10.00 PV Pipe: 33 -79.3 1.728 PL 10.00 PF 1.5 33 30.8 8.0 12.2 27.9 10.8 120 FTG ---- PE 0.8 34 29.0 8.0 14.4 30.3 0.146 TL 10.00 PV Pipe: 34 -109.6 1.728 PL 3.00 PF 5.3 34 29.0 8.0 14.4 30.3 15.0 120 FTG ET PE 0.9 35 27.0 0.0 20.5 0.0 0.266 TL 19.90 PV Pipe: 35 -733.5 4.310 PL 10.00 PF 1.0 35 27.0 0.0 20.5 0.0 16.1 120 FTG ---- PE 0.0 40 27.0 0.0 21.6 0.0 0.105 TL 10.00 PV Pipe: 36 -26.0 1.728 PL 10.00 PF 0.2 36 34.0 8.0 10.5 26.0 3.6 120 FTG ---- PE 0.6 37 32.5 8.0 11.4 27.0 0.019 TL 10.00 PV Pipe: 37 -53.0 1.728 PL 10.00 PF 0.7 37 32.5 8.0 11.4 27.0 7.2 120 FTG ---- PE 0.8 38 30.8 8.0 12.8 28.7 0.069 TL 10.00 PV Pipe: 38 -81.6 1.728 PL 10.00 PF 1.5 38 30.8 8.0 12.8 28.7 11.2 120 FTG ---- PE 0.8 39 29.0 8.0 15.1 31.1 0.154 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT 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 -112.8 1.728 PL 3.00 PF 5.6 39 29.0 8.0 15.1 31.1 15.4 120 FTG ET PE 0.9 40 27.0 0.0 21.6 0.0 0.281 TL 19.90 PV Pipe: 40 -846.3 4.310 PL 4.00 PF 4.3 40 27.0 0.0 21.6 0.0 18.6 120 FTG T PE 0.0 53 27.0 0.0 25.9 0.0 0.136 TL 31.90 PV Pipe: 41 -25.0 1.728 PL 6.00 PF 0.1 47 34.3 8.0 9.8 25.0 3.4 120 FTG ---- PE 0.4 48 33.5 8.0 10.2 25.6 0.017 TL 6.00 PV Pipe: 42 -50.6 1.728 PL 8.75 PF 0.6 48 33.5 8.0 10.2 25.6 6.9 120 FTG ---- PE 0.6 49 32.0 8.0 11.4 27.0 0.064 TL 8.75 PV Pipe: 43 -77.6 1.728 PL 8.75 PF 1.2 49 32.0 8.0 11.4 27.0 10.6 120 FTG ---- PE 0.6 50 30.5 8.0 13.3 29.2 0.141 TL 8.75 PV Pipe: 44 -106.8 1.728 PL 8.75 PF 2.2 50 30.5 8.0 13.3 29.2 14.6 120 FTG ---- PE 0.6 51 29.0 8.0 16.2 32.2 0.254 TL 8.75 PV Pipe: 45 -139.0 1.728 PL 3.00 PF 8.2 51 29.0 8.0 16.2 32.2 19.0 120 FTG ET PE 0.9 52 27.0 0.0 25.3 0.0 0.413 TL 19.90 PV Pipe: 46 -139.0 4.310 PL 12.00 PF 0.1 52 27.0 0.0 25.3 0.0 3.1 120 FTG ---- PE 0.0 46 27.0 0.0 25.3 0.0 0.005 TL 12.00 PV Pipe: 47 -25.0 1.728 PL 6.00 PF 0.1 41 34.3 8.0 9.8 25.0 3.4 120 FTG ---- PE 0.4 42 33.5 8.0 10.3 25.6 0.017 TL 6.00 PV Pipe: 48 -50.6 1.728 PL 8.75 PF 0.6 42 33.5 8.0 10.3 25.6 6.9 120 FTG ---- PE 0.6 43 32.0 8.0 11.5 27.1 0.064 TL 8.75 PV Pipe: 49 -77.7 1.728 PL 8.75 PF 1.2 43 32.0 8.0 11.5 27.1 10.6 120 FTG --- PE 0.6 44 30.5 8.0 13.3 29.2 0.141 TL 8.75 PV Pipe: 50 -106.9 1.728 PL 8.75 PF 2.2 44 30.5 8.0 13.3 29.2 14.6 120 FTG ---- PE 0.6 45 29.0 8.0 16.2 32.2 0.254 TL 8.75 PV Pipe: 51 -139.2 1.728 PL 3.00 PF 8.2 45 29.0 8.0 16.2 32.2 19.0 120 FTG ET PE 0.9 46 27.0 0.0 25.3 0.0 0.414 TL 19.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -278.1 4.310 PL 7.00 PF 0.6 46 27.0 0.0 25.3 0.0 6.1 120 FTG T PE 0.0 53 27.0 0.0 25.9 0.0 0.017 TL 34.90 PV Pipe: 53 -1124.4 4.310 PL 72.50 PF 29.6 53 27.0 0.0 25.9 0.0 24.7 120 FTG 2ET PE 0.0 54 27.0 0.0 55.5 0.0 0.231 TL 128.20 PV Pipe: 54 -1124.4 6.357 PL 19.00 PF 0.7 54 27.0 0.0 55.5 0.0 11.4 120 FTG ---- PE 0.0 59 27.0 0.0 56.2 0.0 0.035 TL 19.00 PV Pipe: 55 -52.2 1.728 PL 10.00 PF 0.7 55 34.0 8.0 42.6 52.2 7.1 120 FTG ---- PE 0.6 56 32.5 8.0 43.9 53.0 0.068 TL 10.00 PV Pipe: 56 -105.2 1.728 PL 10.00 PF 2.5 56 32.5 8.0 43.9 53.0 14.4 120 FTG ---- PE 0.8 57 30.8 0.0 47.2 0.0 0.247 TL 10.00 PV Pipe: 57 -105.2 1.728 PL 10.00 PF 2.5 57 30.8 0.0 47.2 0.0 14.4 120 FTG ---- PE 0.8 58 29.0 0.0 50.4 0.0 0.247 TL 10.00 PV Pipe: 58 -105.2 1.728 PL 3.00 PF 4.9 58 29.0 0.0 50.4 0.0 14.4 120 FTG ET PE 0.9 59 27.0 0.0 56.2 0.0 0.247 TL 19.90 PV Pipe: 59 -1229.6 6.357 PL 9.50 PF 2.6 59 27.0 0.0 56.2 0.0 12.4 120 FTG 3E PE 0.0 TR 27.0 0.0 58.7 0.0 0.041 TL 62.30 PV Pipe: 60 -1229.6 6.357 PL 22.00 PF 1.9 TR 27.0 0.0 58.7 0.0 12.4 120 FTG D PE 9.5 DV 5.0 0.0 70.1 0.0 0.041 TL 46.00 PV Pipe: 61 -1229.6 6.357 PL 6.00 PF 2.2 DV 5.0 0.0 70.1 0.0 12.4 120 FTG 2EB PE 1.7 BR 1.0 0.0 74.1 0.0 0.041 TL 53.80 PV Pipe: 62 -1229.6 8.385 PL 186.00 PF 2.2 BR 1.0 0.0 74.1 0.0 >7.1 140 FTG 2EL PE 0.4 UG 0.0 0.0 76.7 0.0 0.008 TL 268.80 PV Pipe: 63 -1229.6 8.385 PL 133.00 PF 1.5 UG 0.0 0.0 76.7 0.0 7.1 140 FTG EL PE -0.4 P1 1.0 0.0 77.7 0.0 0.008 TL 185.40 PV Pipe: 64 -1229.6 8.249 PL 10.00 PF 1.4 P1 1.0 0.0 77.7 0.0 7.4 120 FTG 2ECB PE 0.0 PD 1.0 0.0 79.1 0.0 0.012 TL 119.20 PV • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 FIRE PUMP Rating: 1000.0 gpm @ 100.0 psi PS 1.0 0.0 2.5 0.0 Avail.: 1229.8 gpm @ 85.4 psi PD 1.0 0.0 79.1 0.0 Req'd.: 1229.8 gpm @ 76.6 psi Pipe: 66 -1229.6 8.249 PL 15.00 PF 0.5 PS 1.0 0.0 2.5 0.0 7.4 120 FTG EG PE 0.0 TNK 1.0 SRCE 3.0 (N/A) 0.012 TL 40.80 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 50040231 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.154 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 24.7 ft/sec at pipe 53. (4) The Minimum pump suction pressure under maximum calculated demand is 2.53 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v 6.357 17.60 37.70 11.30 40.20 12.60 3.80 35.30 24.00 8.249 21.10 41.10 15.30 52.90 14.10 4.70 41.00 31.60 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkViv BfyVly GatV1v 8.385 30.40 59.20 22.00 76.10 20.30 6.80 PAGE: K MATERIAL: DynaF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatV1v 1.728 5.60 11.30 2.80 12.70 8.50 1.40 0.00 0.00 4.310 13.90 27.90 8.40 30.70 16.70 2.80 0.00 0.00 • s SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-1.SDF JOB TITLE: RENDERING PLANT WATER SUPPLY ANALYSIS In 0 Fixed Source Pressure: Pressure available at source 0' A U N '0 5 a a.a a u a m N u a W 0 U $0 • 0505.05a)50) rcl v a W W ai 0 0 u ao aro Cl. S. aW I+ a U • W CA OD b CO croD C.1 d • U o to 7:1 w .••1 • b •• W • .>~ W m a • W •ACA WCA 113 01 NCA >,U Coo tT W 01 US N N N N N r•1 Ul N 0 4l 4.1 N •,I N .-I N •.-1 N W N W N a ••i to CO b N.••1 g Nr•1 •.b Cr 7i r•1 1 .- I N 9 .-I a A A 7 7 00)0)0) leJ H a N) W m)y e)W m)a) 0'' $11 A .-1 .-i •.i •,.l a) -,4 W•-1 W 0o Ero m •.i W •.i W U1 W m H m )4 ai U W W .-I .-i V) I -I U1 41 a Ia a a a at a H 1., al -d ..I • Ul CO o a�io N� • Wuxi rn (0cnZ aia Q • 41 • W in Ia o r o T • M W in a co o. r E w H r Q 03 U A W W ggM In n UW o o 0 o o 0 N O 00 0 • o 0 0 Lo 0ict00GI axwu)m0xw--arn•.�-- 0 0 N 0 0 0 N o z — ' a 0 — O cc o — 0 0 0 • Project Name: Address: Calculation Area: Hydraulic Calculations Project Information Seattle Rendering Plant — Baker Commodities 5795 South 130th Place Tukwilla, Washington Water Treatment Plant Date 11/22/11 File # 15542-2 Index 15 Design Criteria Occupancy Classification: Ordinary Hazard II Construction Density: Area of Operation: Area per Sprinkler: Number of Sprinklers Calculated: Combustible Hose Allowance 000 gpm inside 000 gpm outside Water Supply 1000 gpm @ 100 psi Pump w/ Water Storage Tank ® Non Combustible .20 gpm/sq. ft. *3500 sq. ft. 106 sq. ft. max. 37 heads Rack Sprinkler Allowance 0 gpm Sprinklers Make: Sprinkler Size: 17/32" K=8.0 Temp: 286° Calculation Summary Total Sprinkler Water Flow: Flow & Pressure: (at base of riser) 971.0 gpm 971.0 gpm @ 75.0 psi Notes: * Per Factory Mutual requirements • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMENT PLANT WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) TNK (N/A) 3.0 (N/A) 3.0 971.0 3.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 971.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 971.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 K= 8.00 7.2 21.5 2 16.0 - - - - 7.0 - - - 3 15.8 K= 8.00 7.2 21.5 1111 4 15.2 K= 8.00 7.9 22.5 5 14.8 K= 8.00 9.2 24.2 6 13.5 - - - - 13.5 7 10.0 K= 8.00 7.0 21.2 8 16.0 - - - - 7.1 9 15.8 K= 8.00 7.2 21.5 10 15.2 K= 8.00 7.9 22.5 11 14.8 K= 8.00 9.2 24.3 12 13.5 - - - - 13.6 - - - 13 15.8 K= 8.00 9.2 24.2 14 15.2 K= 8.00 9.5 24.7 15 14.8 K= 8.00 10.4 25.8 16 13.5 - - - - 13.6 17 15.8 K= 8.00 9.3 24.3 18 15.2 K= 8.00 9.6 24.8 19 14.8 K= 8.00 10.5 25.9 20 13.5 - - - - 13.8 - - - 21 10.0 K= 8.00 12.1 27.8 22 13.5 - - - - 14.7 - - - 23 16.0 K= 8.00 7.4 21.7 24 16.0 K= 8.00 7.7 22.2 25 16.0 K= 8.00 7.6 22.1 26 16.0 - - - - 8.0 - 27 16.0 - - - - 8.2 27A 16.0 K= 8.00 7.9 22.5 28 16.0 - - - - 9.6 - - - • 28A 16.0 K=-8_00 9.3 -24.5 29 16.0 13.8 30 23.0 K= 8.00 11.1 26.7 31 22.0 K= 8.00 11.7 27.4 32 21.0 K= 8.00 12.9 28.8 • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMENT PLANT NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 33 19.5 16.7 34 19.5 - - - - 16.7 35 23.0 K= 8.00 11.4 27.1 36 22.0 K= 8.00 12.1 27.8 37 21.0 K= 8.00 13.3 29.1 38 19.5 - - - - 17.2 39 23.0 K= 8.00 11.6 27.2 40 22.0 K= 8.00 12.2 28.0 41 21.0 K= 8.00 14.0 29.9 42 19.5 - - - - 18.0 43 23.0 K= 8.00 12.8 28.6 44 22.0 K= 8.00 13.5 29.4 45 21.0 K= 8.00 14.7 30.7 46 19.5 - - - - 19.0 47 23.0 K= 8.00 13.8 29.7 48 22.0 K= 8.00 14.4 30.4 49 21.0 K= 8.00 15.8 31.8 50 19.5 - - - - 20.2 51 22.0 K= 8.00 18.1 34.1 52 21.0 K= 8.00 18.9 34.8 53 19.5 - - - - 21.8 54 19.5 30.7 55 19.5 51.6 TR 19.5 57.9 DV 5.0 66.7 BR 1.0 72.2 UG 0.0 73.3 P1 1.0 73.8 PD 1.0 75.0 - PS 1.0 - - - - 2.7 TNK 1.0 SOURCE 3.0 971.0 • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMENT PLANT 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 -21.5 1.080 PL 8.50 PF 2.4 1 10.0 8.0 7.2 21.5 7.5 120 FTG 2ET PE -2.6 2 16.0 0.0 7.0 0.0 0.129 TL 18.90 PV Pipe: 2 -21.5 1.728 PL 4.58 PF 0.1 2 16.0 0.0 7.0 0.0 2.9 120 FTG ---- PE 0.1 3 15.8 8.0 7.2 21.5 0.013 TL 4.58 PV Pipe: 3 -42.9 1.728 PL 10.17 PF 0.5 3 15.8 8.0 7.2 21.5 5.9 120 FTG ---- PE 0.2 4 15.2 8.0 7.9 22.5 0.047 TL 10.17 PV Pipe: 4 -65.4 1.728 PL 10.17 PF 1.0 4 15.2 8.0 7.9 22.5 9.0 120 FTG ---- PE 0.2 5 14.8 8.0 9.2 24.2 0.103 TL 10.17 PV Pipe: 5 -89.6 1.728 PL 4.00 PF 3.8 5 14.8 8.0 9.2 24.2 12.3 120 FTG ET PE 0.5 6 13.5 0.0 13.5 0.0 0.184 TL 20.90 PV Pipe: 6 -89.6 4.310 PL 10.00 PF 0.0 6 13.5 0.0 13.5 0.0 2.0 120 FTG ---- PE 0.0 12 13.5 0.0 13.6 0.0 0.002 TL 10.00 PV Pipe: 7 -21.2 1.080 PL 11.00 PF 2.7 7 10.0 8.0 7.0 21.2 7.4 120 FTG 2ET PE -2.6 8 16.0 0.0 7.1 0.0 0.125 TL 21.40 PV Pipe: 8 -21.2 1.728 PL 4.58 PF 0.1 8 16.0 0.0 7.1 0.0 2.9 120 FTG ---- PE 0.1 9 15.8 8.0 7.2 21.5 0.013 TL 4.58 PV Pipe: 9 -42.7 1.728 PL 10.17 PF 0.5 9 15.8 8.0 7.2 21.5 5.8 120 FTG ---- PE 0.2 10 15.2 8.0 7.9 22.5 0.047 TL 10.17 PV Pipe: 10 -65.2 1.728 PL 10.17 PF 1.0 10 15.2 8.0 7.9 22.5 8.9 120 FTG ---- PE 0.2 11 14.8 8.0 9.2 24.3 0.102 TL 10.17 PV Pipe: 11 -89.5 1.728 PL 4.00 PF 3.8 11 14.8 8.0 9.2 24.3 12.2 120 FTG ET PE 0.5 12 13.5 0.0 13.6 0.0 0.183 TL 20.90 PV Pipe: 12 -179.1 4.310 PL 10.00 PF 0.1 12 13.5 0.0 13.6 0.0 3.9 120 FTG ---- PE 0.0 16 13.5 0.0 13.6 0.0 0.008 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMENT PLANT 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 -24.2 1.728 PL 10.17 PF 0.2 13 15.8 8.0 9.2 24.2 3.3 120 FTG ---- PE 0.2 14 15.2 8.0 9.5 24.7 0.016 TL 10.17 PV Pipe: 14 -48.9 1.728 PL 10.17 PF 0.6 14 15.2 8.0 9.5 24.7 6.7 120 FTG ---- PE 0.2 15 14.8 8.0 10.4 25.8 0.060 TL 10.17 PV Pipe: 15 -74.7 1.728 PL 4.00 PF 2.7 15 14.8 8.0 10.4 25.8 10.2 120 FTG ET PE 0.5 16 13.5 0.0 13.6 0.0 0.131 TL 20.90 PV Pipe: 16 -253.8 4.310 PL 10.00 PF 0.1 16 13.5 0.0 13.6 0.0 5.6 120 FTG ---- PE 0.0 20 13.5 0.0 13.8 0.0 0.015 TL 10.00 PV Pipe: 17 -24.3 1.728 PL 10.17 PF 0.2 17 15.8 8.0 9.3 24.3 3.3 120 FTG ---- PE 0.2 18 15.2 8.0 9.6 24.8 0.016 TL 10.17 PV Pipe: 18 -49.2 1.728 PL 10.17 PF 0.6 18 15.2 8.0 9.6 24.8 6.7 120 FTG ---- PE 0.2 19 14.8 8.0 10.5 25.9 0.060 TL 10.17 PV Pipe: 19 -75.1 1.728 PL 4.00 PF 2.8 19 14.8 8.0 10.5 25.9 10.3 120 FTG ET PE 0.5 20 13.5 0.0 13.8 0.0 0.132 TL 20.90 PV Pipe: 20 -328.9 4.310 PL 26.00 PF 0.9 20 13.5 0.0 13.8 0.0 7.2 120 FTG E PE 0.0 22 13.5 0.0 14.7 0.0 0.024 TL 39.90 PV Pipe: 21 -27.8 1.080 PL 12.00 PF 4.2 21 10.0 8.0 12.1 27.8 9.7 120 FTG ET PE -1.5 22 13.5 0.0 14.7 0.0 0.208 TL 20.10 PV Pipe: 22 -356.7 4.310 PL 6.50 PF 0.2 22 13.5 0.0 14.7 0.0 7.8 120 FTG ---- PE -1.1 29 16.0 0.0 13.8 0.0 0.028 TL 6.50 PV Pipe: 23 -21.7 1.728 PL 13.25 PF 0.3 23 16.0 8.0 7.4 21.7 3.0 120 FTG 2E PE 0.0 24 16.0 8.0 7.7 22.2 0.013 TL 24.45 PV Pipe: 24 -43.9 1.728 PL 6.33 PF 0.3 24 16.0 8.0 7.7 22.2 6.0 120 FTG ---- PE 0.0 26 16.0 0.0 8.0 0.0 0.049 TL 6.33 PV Pipe: 25 -22.1 1.728 PL 10.50 PF 0.4 25 16.0 8.0 7.6 22.1 3.0 120 FTG ET PE 0.0 26 16.0 0.0 8.0 0.0 0.014 TL 27.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMENT PLANT 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 -66.0 1.728 PL 1.75 PF 0.2 26 16.0 0.0 8.0 0.0 9.0 120 FTG ---- PE 0.0 27 16.0 0.0 8.2 0.0 0.104 TL 1.75 PV Pipe: 27 -22.5 1.728 PL 6.50 PF 0.3 27A 16.0 8.0 7.9 22.5 3.1 120 FTG T PE 0.0 27 16.0 0.0 8.2 0.0 0.014 TL 17.80 PV Pipe: 28 -88.5 1.728 PL 8.17 PF 1.5 27 16.0 0.0 8.2 0.0 12.1 120 FTG ---- PE 0.0 28 16.0 0.0 9.6 0.0 0.179 TL 8.17 PV Pipe: 29 -24.5 1.728 PL 6.50 PF 0.3 28A 16.0 8.0 9.3 24.5 3.3 120 FTG T PE 0.0 28 16.0 0.0 9.6 0.0 0.017 TL 17.80 PV Pipe: 30 -112.9 1.728 PL 3.58 PF 4.2 28 16.0 0.0 9.6 0.0 15.4 120 FTG T PE 0.0 29 16.0 0.0 13.8 0.0 0.281 TL 14.88 PV Pipe: 31 -469.6 4.310 PL 13.00 PF 4.4 29 16.0 0.0 13.8 0.0 10.3 120 FTG 4ET PE -1.5 34 19.5 0.0 16.7 0.0 0.046 TL 96.50 PV Pipe: 32 -26.7 1.728 PL 10.25 PF 0.2 30 23.0 8.0 11.1 26.7 3.6 120 FTG ---- PE 0.4 31 22.0 8.0 11.7 27.4 0.019 TL 10.25 PV Pipe: 33 -54.1 1.728 PL 10.25 PF 0.7 31 22.0 8.0 11.7 27.4 7.4 120 FTG ---- PE 0.4 32 21.0 8.0 12.9 28.8 0.072 TL 10.25 PV Pipe: 34 -82.9 1.728 PL 3.00 PF 3.2 32 21.0 8.0 12.9 28.8 11.3 120 FTG ET PE 0.6 33 19.5 0.0 16.7 0.0 0.159 TL 19.90 PV Pipe: 35 -82.9 4.310 PL 3.08 PF 0.0 33 19.5 0.0 16.7 0.0 1.6 120 FTG ---- PE 0.0 34 19.5 0.0 16.7 0.0 0.002 TL 3.08 PV Pipe: 36 -552.5 4.310 PL 6.92 PF 0.4 34 19.5 0.0 16.7 0.0 12.1 120 FTG ---- PE 0.0 38 19.5 0.0 17.2 0.0 0.062 TL 6.92 PV Pipe: 37 -27.1 1.728 PL 10.25 PF 0.2 35 23.0 8.0 11.4 27.1 3.7 120 FTG ---- PE 0.4 36 22.0 8.0 12.1 27.8 0.020 TL 10.25 PV Pipe: 38 -54.9 1.728 PL 10.25 PF 0.8 36 22.0 8.0 12.1 27.8 7.5 120 FTG ---- PE 0.4 37 21.0 8.0 13.3 29.1 0.074 TL 10.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMENT PLANT 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 -84.0 1.728 PL 3.00 PF 3.2 37 21.0 8.0 13.3 29.1 11.5 120 FTG ET PE 0.6 38 19.5 0.0 17.2 0.0 0.163 TL 19.90 PV Pipe: 40 -636.5 4.310 PL 10.00 PF 0.8 38 19.5 0.0 17.2 0.0 14.0 120 FTG ---- PE 0.0 42 19.5 0.0 18.0 0.0 0.080 TL 10.00 PV Pipe: 41 -27.2 1.728 PL 10.25 PF 0.2 39 23.0 8.0 11.6 27.2 3.7 120 FTG ---- PE 0.4 40 22.0 8.0 12.2 28.0 0.020 TL 10.25 PV Pipe: 42 -55.2 1.536 PL 10.25 PF 1.4 40 22.0 8.0 12.2 28.0 9.6 120 FTG ---- PE 0.4 41 21.0 8.0 14.0 29.9 0.133 TL 10.25 PV Pipe: 43 -85.1 1.728 PL 3.00 PF 3.3 41 21.0 8.0 14.0 29.9 11.6 120 FTG ET PE 0.6 42 19.5 0.0 18.0 0.0 0.167 TL 19.90 PV Pipe: 44 -721.6 4.310 PL 10.00 PF 1.0 42 19.5 0.0 18.0 0.0 15.9 120 FTG ---- PE 0.0 46 19.5 0.0 19.0 0.0 0.102 TL 10.00 PV Pipe: 45 -28.6 1.728 PL 10.25 PF 0.2 43 23.0 8.0 12.8 28.6 3.9 120 FTG ---- PE 0.4 44 22.0 8.0 13.5 29.4 0.022 TL 10.25 PV Pipe: e6 -58.0 1.728 PL 10.25 PF 0.8 44 22.0 8.0 13.5 29.4 7.9 120 FTG ---- PE 0.4 45 21.0 8.0 14.7 30.7 0.082 TL 10.25 PV Pipe: 47 -88.7 1.728 PL 3.00 PF 3.6 45 21.0 8.0 14.7 30.7 12.1 120 FTG ET PE 0.6 46 19.5 0.0 19.0 0.0 0.180 TL 19.90 PV Pipe: 48 -810.3 4.310 PL 10.00 PF 1.3 46 19.5 0.0 19.0 0.0 17.8 120 FTG ---- PE 0.0 50 19.5 0.0 20.2 0.0 0.126 TL 10.00 PV Pipe: 49 -29.7 1.728 PL 10.25 PF 0.2 47 23.0 8.0 13.8 29.7 4.1 120 FTG ---- PE 0.4 48 22.0 8.0 14.4 30.4 0.024 TL 10.25 PV Pipe: 50 -60.1 1.728 PL 10.25 PF 0.9 48 22.0 8.0 14.4 30.4 8.2 120 FTG ---- PE 0.4 49 21.0 8.0 15.8 31.8 0.088 TL 10.25 PV Pipe: 51 -91.8 1.728 PL 3.00 PF 3.8 49 21.0 8.0 15.8 31.8 12.6 120 FTG ET PE 0.6 50 19.5 0.0 20.2 0.0 0.192 TL 19.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMENT PLANT PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -902.2 4.310 PL 10.00 PF 1.5 50 19.5 0.0 20.2 0.0 19.8 120 FTG ---- PE 0.0 53 19.5 0.0 21.8 0.0 0.153 TL 10.00 PV Pipe: 53 -34.1 1.728 PL 10.25 PF 0.3 51 22.0 8.0 18.1 34.1 4.7 120 FTG ---- PE 0.4 52 21.0 8.0 18.9 34.8 0.031 TL 10.25 PV Pipe: 54 -68.8 1.728 PL 3.00 PF 2.2 52 21.0 8.0 18.9 34.8 9.4 120 FTG ET PE 0.6 53 19.5 0.0 21.8 0.0 0.113 TL 19.90 PV Pipe: 55 -971.0 4.310 PL 23.00 PF 8.9 53 19.5 0.0 21.8 0.0 21.4 120 FTG T PE 0.0 54 19.5 0.0 30.7 0.0 0.176 TL 50.90 PV Pipe: 56 -971.0 4.310 PL 63.00 PF 20.9 54 19.5 0.0 30.7 0.0 21.4 120 FTG 2ET PE 0.0 55 19.5 0.0 51.6 0.0 0.176 TL 118.70 PV Pipe: 57 -971.0 4.310 PL 22.00 PF 6.3 55 19.5 0.0 51.6 0.0 21.4 120 FTG E PE 0.0 TR 19.5 0.0 57.9 0.0 0.176 TL 35.90 PV Pipe: 58 -971.0 4.310 PL 14.00 PF 2.5 TR 19.5 0.0 57.9 0.0 21.4 120 FTG ---- PE 6.3 DV 5.0 0.0 66.7 0.0 0.176 TL 14.00 PV Pipe: 59 -971.0 4.310 PL 5.00 PF 3.8 DV 5.0 0.0 66.7 0.0 21.4 120 FTG BD PE 1.7 BR 1.0 0.0 72.2 0.0 0.176 TL 21.70 PV Pipe: 60 -971.0 8.385 PL 18.00 PF 0.7 BR 1.0 0.0 72.2 0.0 5.6 140 FTG ETL PE 0.4 UG 0.0 0.0 73.3 0.0 0.005 TL 129.60 PV Pipe: 61 -971.0 8.385 PL 133.00 PF 1.0 UG 0.0 0.0 73.3 0.0 5.6 140 FTG EL PE -0.4 P1 1.0 0.0 73.8 0.0 0.005 TL 185.40 PV Pipe: 62 -971.0 8.249 PL 10.00 PF 1.2 P1 1.0 0.0 73.8 0.0 5.8 120 FTG 2TCB PE 0.0 PD 1.0 0.0 75.0 0.0 0.007 TL 159.20 PV Pipe: 63 FIRE PUMP Rating: 1000.0 gpm @ 100.0 psi PS 1.0 0.0 2.7 0.0 Avail.: 970.8 gpm @ 100.0 psi PD 1.0 0.0 75.0 0.0 Req'd.: 970.8 gpm @ 72.3 psi Pipe: 64 -971.0 8.249 PL 15.00 PF 0.3 PS 1.0 0.0 2.7 0.0 5.8 120 FTG EG PE 0.0 TNK 1.0 SRCE 3.0 (N/A) 0.007 TL 40.80 PV • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMENT PLANT NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 50040231 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.189 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.4 ft/sec at pipe 59. (4) The Minimum pump suction pressure under maximum calculated demand is 2.70 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 8.249 21.10 41.10 15.30 52.90 14.10 4.70 41.00 31.60 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 8.385 30.40 59.20 22.00 76.10 20.30 6.80 PAGE: K MATERIAL: DynaF1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly 1.536 5.10 10.10 3.40 11.80 10.10 1.70 0.00 0.00 1.728 5.60 11.30 2.80 12.70 8.50 1.40 0.00 0.00 4.310 13.90 27.90 8.40 30.70 16.70 2.80 0.00 0.00 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/22/2011PRINKLER\TUKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMENT PLANT PAGE: L MATERIAL: DynaTh HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly 1.080 2.30 5.80 2.30 5.80 6.90 1.20 0.00 0.00 • • SPRI KLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/22/2011PRINK,ER\ UKWILA RENDERING PLANT\CALCULATIONS\15542-2.SDF JOB TITLE: WATER TREATMEN PLANT Fixed Source Pressure WATER SUPPLY ANALYSIS h a) U (a 0• E0 4EO W H ato, 0. w O0+ U Q, • 4 Clo a44 onp P+ o W O .Q Q W •• b 0 • u m • N • b N H o N O N Or --14 Zr- 0-1 H 1401 at trrn RS CIL (r aa, N av ro •.i u 12) CO rn •.a m 14.4 a W•.r W aW -11) q 3.3 PN•N CO a a7M 14 wCu m fk W W O m N .1 N .•i .--I 00 m • W CO b • b o Q H•H OH 0 H N O O O in • W6• ri W M w •-i W N+ E. 1.4 E+ ( a CO 0 o wMAMMAq C7 aT .0 i1+77J��7777�� (0 U %/i1%/A 'd We 'O D ri lD COI I I N 0 0 0 0 — O 01 0 —o UO 0 — o u-, 0 —o 0 — o M o — 0 N O 0 O O 0 0 0 .a; • 0 0 0 0 0 0 0 •-I N 0 m MN 1 ri ri - CD KC DO41 axwu)04--a0n•.+-, 0 a Material Submittal To: MR SPRINKLER FIRE PROTECTION From: Dan Perkins DAYBREAK TECHNOLOGIESmc MANUFACTURERS' REPRESENTATIVE 1006 Brighton Court Vacaville, California 95687 P 707-451-9335 F 707-451-9445 www.daybreaktech.com 100 DEREK PLACE, SUITE 100 Pages: 27 ROSEVILLE, CALIFORNIA 95678 Date: November 23, 2011 Attn: Jeff Rovegno / Joel Steam Order No.: PPF 11 2302 Sub: Baker Commodities, Tukwila WA 0 For Approval 0 For Review • Comments: PEERLESS DIESEL ENGINE DRIVEN FIRE PUMP —1000 GPM 100 PSI 1 - Peerless Pump, model no. 5AEF11 (UUFM), horizontal split -case fire pump with a diesel engine driver. The engine will include 110 -volt single-phase engine jacket water heater with thermostat. Unit will be complete with the following: 1 - (UUFM) engine controller, including dual battery charger, automatic start and automatic or manual stop and an electronic module capable of controlling system operation, displaying system statuses, and recording system events 1 - Dual set of batteries, cables and rack 1 - Muffler (3") 1 - 115 gallon double wall containment type fuel tank with saddles and fuel fittings (no legs or fuel lines included) 1 - Automatic air release valv5 1 - Set of suction and discharge gauges 1 - 8" x 6" x class 125 flanged eccentric suction reduer 1 - 5" x 6" x class 125 flanged concentric discharge increaser 1 - Hose Valve Header (6" class 125 flg'd.) and 3 hose valves, caps and chains 1 - Jockey pump and panel (1.5 Hp, 460 V, 3 -Phase) 1 Item of start-up and testing supervision as required .EERiES� PUMP DAYBREAK TECHNOLOGIES, INC. 1006 Brighton Court, Vacaville, California 95687 Dan Perkins Phone (707) 451-9335 Fax (707) 451-9445 Project : Quote No. : Baker Commodities, Tukwila WA US -5519-154 Page No : 1 Customer : Contact : Phone: Date : MR. SPRINKLER FIRE PROTECTION 100 DEREK PLACE, SUITE 100 ROSEVILLE, CALIFORNIA 95678 Joel Steam (916) 773-7036 Fax : Tuesday, November 22, 2011 Type: AEF - Horizontal Split Case Single Stage Fire Pump Model: Peerless - 5AEF11 Nom. Speed: 2950 RPM, Diesel Impeller Dia.: 9.43 inch Curve No.: 3136040 Market : FM/UL ULC Listed Fire Pump Item : 1 Impeller No.: 2693430 Fluid: Water Temperature: 68 °F Viscosity: 1.007 cSt Sp. Gravity: 1.000 Your Ref. : 150 D1-10.50 inch, D2-9.50 inch, D3-8.25 inch -90 -80 - 70 60 �, Power - hp Head - p cn o cn o 0 0 0 0 a C a c m _U i.30 `'JO D1 - : W 740 -20 =10 03 500 1,000 Flow - 1,500 US gpm 2,000 Flow (US gpm) 0.0 217.0 434.0 651.0 868.0 1085.0 1302.0 1519.0 1735.9 Head (psi) 113.4 113.2 113.3 110.4 104.7 96.4 85.2 71.4 55.2 Efficiency (%) Power Required NPSH Required (hp) (ft) Rated Flow Rated Head Imp. Dia. Rated Power Required Rated Efficiency 1000 US gpm 100 psi 9.43 inch 73 hp 79.9 % -NFPA Limits: 140% Head at shutoff 65% Head at 150% flow Flow at 150% Head at 150% Power Req. at 150% 140 psi 65 psi 1500 US gpm 72.65 psi 81.7 hp Efficiency at 150% 77.9 Peak Power 82.1 hp Closed Valve Head 113.4 psi Approval/Listing FM/UL -Comments Perf.curve represents typical perf. 0.0 36.7 56.7 69.0 76.9 81.1 81.4 77.3 68.6 31.8 39.1 50.6 60.8 69.0 75.2 79.5 81.8 81.5 Peerless Pump Company - RAPID v8.25.6 - 23rd March 2007. er-rts5 C 3 13 3 O a m TI Quote No.' W 3 13 0 Z O LCustomer: Project Rotation: CLOCKWISE (Right Hand) Power: Pump Speed: Total Pressure C) P P n h VON OS Pump Serial No,: Engine Preheater Voltage' m 3 033 N 3 Q N Engine Supplier' CLARKE �uod paidl}.4a0 II uoi}pn.a}suo0 C r m v Y 1 0 -0 N N C .y. X a'I 113 3 O fel S2 O CO A- oN 01 3 U 9 P D 3 o '< ut a' m N V 4. ALL DIMENSIONS ARE IN INCHES. 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U U �p� U iS 3$ 95 Q C 3 h0 P A rI sic, re CO T T U U U N### # P1 "1 G # rpi -01 o (0 U1 (0 41 1- (J .1W ttA N (0 /11 co 0 u m R1 1O t0 $ UI ru o m N CO # bi $ 10 CO 0 o -D suoisuaui0 dung o $ 0 V o N V o V o T N N (V/I co T o 0 T o y �I toil V .O o $ $ ( T -I 01 N $ $ CO O1 ID $ o O. E o o 4. N uX O b o CII .1. o N N 0 o o o N$$ .-- V $ 01 O. o 0 CO 0 CO 0$$ CO Iv Iv N o o$ Y K j r cos 'D on o u 0. u co o O. co w u V T u1 0 CO N 0 (V(/1 co o V# o o o U U W CO o ( OD A W It�J11 OV. fJl . 6- IC C UI . S L h L C N # 0 x N N Dy o O. N N y (4 (4 n 13110W l.JVHS3ARI0 13b'HS3AINCI Q31SI1 \ O v fJ co LL C 0 0 ate' JUNCTION BOX I FOR AUTOMATIC WIRING ur ur — X >< JU4H-UF10, 12, 20, 22 JU4H-UF20, 22, AB26, 24 JU4H-UF10, 12, 20, 22 JU4H-UF14, 24 JU4H-UF10, 12, 14 JU4H-UF20, 22, AB26, 24 JU4H-UF10, 12, 20, 22 JU4H-UF10, 12, 14 L JU4H-UF14 JU4H-UF10, 12, 14 JU4H-UF20, 22, AB26, 24 JU4H-UF10, 12, 20, 22 C aF 0 N Engine Model JU4H-UF10, 12, 14 m m 41 O. 01 rat lam m -9 Ir. O. a 01 rat , , o N CII m FI m "1 T. ..- U 192. m ..-- N (a.( '+1 co # # rat 19 -1 �9 fU # P1 "1 G # rpi -01 o # _ la'i °Q c "1 '113 0 m (No m m mN m m m ..... m m .... m m m m CO C A A) 3 N 3 N 00 0 CO CO 0$$ CO v 0 CO m to 0 co m to ((11 m o V V N N (.Vi UI V N v UU11 A N co R) N .$ U Cl) IU W (J N Y N 10 N 0 IV N 0 0 I11 0 N 0 N S 0 0 0 10 0 (J 1D ,0 CO CO ..13# CO W 1 # (0 !. CO # CO CO # # CO # CO # CO 2 # -1 o w$ CO (.1 o CO CO o N CO IV N o N o A) co n:,111 co CO 10 U rn coU N a V N :..4 O. o S G. CC o o :I 10 u o .0 o m (V/1 9, 0 $$ r o 10 0 1O x o A # # # NNe # ## b V/ # ,0SON # c 1O # ccq0 1O 1O 10 # 10 # 0N 10 2 Approximate Weight (Lbs.) 10V) 0 1O .. 1O N 0 0 1O V1 0 0 10 0 10 0 10 10 0 0 10 0 V1 0 m 10 2 0 7 Al, V N V V M m V V m N V V AV N V IV V 10 V V N N VV 10 N : () V X 0 3 111 /f N I n ° N .o-. I1] .O O # mm 10 tO o V m N 10 0 .. N 10 # 10 .0 1D 10 01 CO # O. O 1O 1O U N UI V # (0 41 # 0 3 COtJ A # G 141A i ssa1 dwnd /M a}aldao3 N o CO II) II) a. c.m r no N CO CO N cu COUr O. •' (p r •' A CO 01 A) Cl) o o V V N ru p 0p0p 01 r0 CO 0, 0 111 CO h 01 3 C 0 0 ate' JUNCTION BOX I FOR AUTOMATIC WIRING ur ur — 01 N I 1 m-< ®❑ 022 CO CCI 00119 O O ZZ C 00 Z A A 00 r m -4 (1n3 '8 'NJ 'in) bZ '8 '9ZSb' Fir' Pruh ruiun Product'.. 1m, JU4H-UF24 INSTALLATION & OPERATION DATA (I&O Data) USA Produced Basic Engine Description Engine Manufacturer John Deere Co. Ignition Type Compression (Diesel) Number of Cylinders 4 Bore and Stroke - in (mm) 4.19 (106) X 5 (127) Displacement - in3 (L) 275 (4.5) Compression Ratio 17.6:1 Valves per cylinder Intake 1 Exhaust 1 Combustion System Direct Injection Engine Type In -Line, 4 Stroke Cycle Fuel Management Control Mechanical, Rotary Pump Firing Order (CW Rotation) 1-3-4-2 Aspiration Natural Rotation, viewed from front of engine, Clockwise (CW) Standard Engine Crankcase Vent System Open Installation Drawing D534 Weight - lb (kg) 910 (413) Power Rating 50 2600 2 3000 Nameplate Power - HP (kW) 72 ( 75 (56) :0 (60) 83 (62) Cooling System - [C0511281 2350 2.y ' 2800 3000 Engine Coolant Heat - Btu/sec (kW) 40 (42.2) 42 .3) 44 (46.4) 45 (47.5) Engine Radiated Heat - Btu/sec (kW) 16 (16.9) 18 (19) 19 (20) Heat Exchanger Minimum Flow 60°F (15°C) Raw H2O - gal/min (Umin) 8 (30. 9 (34.1) 37.9) 11 (41.6) 95°F (35°C) Raw H2O - gal/min (Umin) 10 ( 7.9) 11 (41.6) 12 (4 . 13 (49.2) Heat Exchanger Maximum Cooling Raw Water Inlet Pressure - psi (bar) 60 (4.1) Flow - gal/min (Umin) 40 (151) Typical Engine H2O Operating Temp - °F (*CPI 170 (76.7) - 190 (87.8) Thermostat Start to Open - °F (°C) 170 (76.7) Fully Opened - °F (°C) 190 (87.8) Engine Coolant Capacity - qt (L) 14.79 (14) Coolant Pressure Cap - lb/in2 (kPa) 10 (68.9) Maximum Engine Coolant Temperature - °F (°C)_ 200 (93.3) Minimum Engine Coolant Temperature - °F (°C) 160 (71.1) High Coolant Temp Alarm Switch - °F (°C) 205 (96.1) 7 (17.9 Electric System - DC Standard System Voltage (Nominal) 12 Battery Capacity for Ambients Above 32°F (0°C) Voltage (Nominal) 12 [C07633] Qty. Per Battery Bank 1 SAE size per J537 8D CCA @ 0°F (-18°C) 1400 Reserve Capacity - Minutes 430 Battery Cable Circuit, Max Resistance - ohm 0.0012 Battery Cable Minimum Size 0-120 in. Circuit Length[2] 00 00 121-160 in. Circuit Lengthl21 000 000 161-200 in. Circuit Lengthl2l 0000 0000 Charging Alternator Maximum Output - Amp, 40 [C07639] 4 [C0710 8] Starter Cranking Amps, Rolling - @60°F (15°C) 345 [RE59595/RE59589] •0 [C07819/C0 0] nal 2 8D 1400 430 0.0012 [CO .33] NOTE: This engine is intended for indoor installation or in a weatherproof enclosure. I Engine H2O temperature is dependent on raw water temperature and flow. 2Positive and Negative Cables Combined Length. Page 1 of 2 i EIQ Firy Prutirrintr Prurfurt%. lar. JU4H-UF24 INSTALLATION & OPERATION DATA (I&O Data) USA Produced Exhaust System 350 2600 2 Exhaust Flow - ft.3/min (m3/min) 469 : 3) 531 (15) ..1 (16.5) Exhaust Temperature - °F (°C) 1076 (580 1095 (591) 1110 (599) Maximum Allowable Back Pressure - in H2O (kPa) 30 (7.5) 30 (7. 30 (7.5) Minimum Exhaust Pipe Dia. - in (mm)131 3 (76.2) ' ..2) 3 (76.2) Fuel System 2350 2600 2800 Fuel Consumption - gal/hr (L/hr) 5.6 (21. 5.8 (22) 6 (22.7) Fuel Return - gal/hr (L/hr) 9 .1) 9.5 (36) •.' 37.5) Fuel Supply - gal/hr (L/hr) .6 (55.3) 15.3 (57.9) 15.9 (.: ) Fuel Pressure - lb/int (kPa) 3 (20.7) - 6 (41.4) Minimum Line Size - Supply - in. .50 Schedule 40 Steel Pipe Pipe Outer Diameter - in (mm) 0.848 (21.5) Minimum Line Size - Return - in. .375 Schedule 40 Steel Pipe Pipe Outer Diameter - in (mm) 0.675 (17.1) Maximum Allowable Fuel Pump Suction Lift with clean Filter - in H2O (mH2O) 31 (0.8) Maximum Allowable Fuel Head above Fuel pump, Supply or Return - ft (m) _ 4.5 (1.4) Fuel Filter Micron Size 2 Heater System Engine Coolant Heater Wattage (Nominal) 1500 Voltage - AC, 1 Phase 120 (+5%, -10%) Part Number [C124948] Standard Air System Combustion Air Flow - ft.3/min (m3/min) Air Cleaner Part Number [C037491 -2350 2800 1 4'77-186 (5.3) , ..3 - Standard O • ti . nal Type Indoor Service Only, with Shield Caniste Cleaning method Washable Dis Air Intake Restriction Maximum Limit Dirty Air Cleaner - in H2O (kPa) 10 (2.5) Clean Air Cleaner - in H2O (kPa) 5 (1.2) Maximum Allowable Temperature (Air To Engine Inlet) - °F (°C541 130 (54.4) Lubrication System Oil Pressure - normal - lb/in2 (kPa) 35 (241) - 50 (345) Low Oil Pressure Alarm Switch - lb/in2 (kPa) 20 (138) In Pan Oil Temperature - °F (°C) 220 (104) - 245 (118) Total Oil Capacity with Filter - qt (L) 15.5 (14.7) Lube Oil Heater Oational Wattage (Nominal) 150 Voltage 120V (+5%, -10%) Part Number C04430 Performance BMEP - lb/in2 (kPa) Piston Speed -ft/min (m/min) 1 97) 2167 (661) Mechanical Noise - dB(A) @ 1m C131537 Power Curve C131089 3Based on Nominal System. Back pressure flow analysis must be done to assure maximum allowable back pressure is not exceeded. (Note: minimum exhaust Pipe diameter is based on: 15 feet of pipe, one 90° elbow, and a silencer pressure drop no greater than one half of the maximum allowable back pressure.) 4Review for horsepower derate if ambient air entering engine exceeds 77°F (25°C). [ 1 indicates component reference part number. 88 (607) 2600 le -Stage able 82 (565) 3000 630 (17.8) 1125 (607) 30 (7.5) 3 (76.2) 3000 6.2 (23.5) 10.3 (39) 16.5 (62.5) 3000 218 (6.2) 3000 80 (552) 1) 2500 (762) Page 2 of 2 C131264 Rev F LDE 25FEB11 JU4H-UF24 Stationary Fire Pump Engine Driver EMISSION DATA EPA 40 CFR Part 60 4 Cylinders Four Cycle Lean Burn Naturally Aspirated 500 PPM SULFUR #2 DIESEL FUEL RPM BHP(3) FUEL GAUHRCFM (UHR) GRAMS / HP- HR EXHAUST NMHC NOx CO PM (4) °F (°C) (m3/min) 2800 80 6.0 (22.6) 0.37 4.16 1.71 0.15 1110 (599) 581 (16) 3000 83 6.2 (23.3) 0.41 4.29 2.36 0.18 1125 (607) 630 (18) Notes: 1) 4045DF159 Base Engine Model manufactured by John Deere Corporation. For John Deere Emissions Conformance to EPA 40 CFR Part 60 see Page 2 of 2. 2) The Emission Warranty for this engine is provided directly to the owner by John Deere Corporation. A copy of the John Deere Emission Warranty can be found in the Clarke Operation and Maintenance Manual. 3) Engines are rated at standard conditions of 29.61in. (7521 mm) Hg barometer and 77°F (25° C) inlet air temperature. (SAE J1349) 4) PM is a measure of total particulate matter, including PM10. C131868 REV.0 CLARKE FIRE PROTECTION PRODUCTS 3133 EAST KEMPER ROAD 01 NOV 07 KRW CINCINNATI, OH 45241 PAGE 1 OF 2 JOHN DEERE 31 October 2007 John Deere Power Systems 3801 W. Ridgeway Ave., PO Box 5100 Waterloo, Iowa USA 50704-5100 Subject: Fire Pump Ratings — Conformance to EPA 40 CFR Part 60 (NSPS requirements) All John Deere stationary fire pump engines conform to the requirements of 40 CFR Part 60. All such engines include an emission label, stating the engine conforms to the requirements of 40 CFR Part 60. An example of the emission label is show below: re JOHN DEERE EMISSION CONTROL INFORMATION DEERE & COMPANY •In the U.S., this engine may be used only in stationary fire pump applications in accordance with requirements of 40 CFR Part 60 and is excluded from requirements of 40 CFR Parts 89 and 1039. Installing or using this engine in any other application may be a violation of U.S. federal law subject to civil penalty. This engine may also be used for applications that are not subject to applicable EPA or EU emissions regulations, and for export to countries that do not have emissions regulations. 111111111111111111111111111111111111111111111 R524846 1S09001 Registered For Engine Service and Parts -- www.JohnDeere.com/dealer This label applies to all of the following engine models, sold to Clarke Fire Protection, for use in stationary fire pump applications: John Deere Engine Model 4045DF120 4045DF159 4045TF252 4045TF254 4045TF220 6068TF252 6068TF254 6068HF252 6068HF254 6068HF120 6068TF220 6081AF001 6081HF001 6125AF001 6125HF070 All engines conforming to 40 CFR Part 60 (identified by emission label, as shown above) are covered under the emissions warranty of 40 CFR Part 89. Sincerely, Kyle J. Tingle Regional Sales Manager, JDPS Page 2 of 2 FTA1100 Diesel Engine Fire Pump Controllers Product Description Fire Pump Controllers for Business -Critical Continuity Description — Firetrol®combined automatic and manual Mark IIXG based diesel engine fire pump controllers are intended for starting and monitoring fire pump diesel engines. They are suitable for use with both mechanical and electronic type engines. The controller is available for 12 or 24 volt negative ground systems, using lead acid or Nickel -Cadmium batteries. The controller monitors, displays and records fire pump system information. Approvals— Firetrol fire pump controllers are listed by Underwriters' Laboratories, Inc., in accordance with UL218, Standard for Fire Pump Controllers, CSA, Standard for Industrial Control Equipment (cUL), and approved by Factory Mutual. They are built to meet or exceed the requirements of the approving authorities as well as NEMA and the latest editions of NFPA 20, Installation of Centrifugal Fire Pumps, and NFPA 70, National Electri- cal Code. Standard Features — The following are included as stan- dard with each controller: • AC Line & Battery circuit breakers • Manual -Off -Auto selector switch • Manual test push-button • Two manual crank push -buttons • Two 10 Amp battery chargers with 4 stage charging cycle, selectable AC voltage (110 / 220), selectable DC voltage (1224), and selectable battery type (Lead Acid, Ni -Cad 9/18 Cell, Ni -Cad 10/20 Cell) • Door mounted display/interface panel featuring a 128 x 64 pixel backlit LED graphical display, Membrane Type User Control Push -buttons and easy to read LED Indicators for: • AC POWER AVAILABLE • ALARM • MAIN SWITCH IN AUTO p r gr • MAIN SWITCH IN MANUAL • SYSTEM PRESSURE LOW • ENGINE RUNNING • ENGINE FAIL TO START • ENGINE TEMPERATURE HIGH • ENGINE OIL PRESSURE LOW • ENGINE OVERSPEED • ENGINE ALTERNATE ECM • ENGINE FUEL INJECTOR MALFUNCTION • FUEL LEVEL LOW • AUTOMATIC SHUTDOWN DISABLED • CHARGER MALFUNCTION • BATTERY#1 TROUBLE • BATTERY#2 TROUBLE • Minimum Run Timer / Off Delay Timer • Programmable Daylight Saving Time Option • Weekly Test Timer • Engine Run Time Meter • Digital Pressure Display • USB Host Controller and Port • Solid State Pressure Transducer • Data Log • Event Log (3000 events) • Simultaneous Display of Battery Voltages, Charging Rates, AC Volts, Pressure and Alarm Messages • Disk Error Message • Disk Near Full Message • Pressure Error Message • Fail to Start Message • Low Suction Pressure Message • Crank Cycle Status Indication (Displays Cranking Bat- tery, Number of Starting Attempts and Crank/Rest Time Remaining) • 300 psi (20.7 bars) wet parts (solid state pressure transducer, solenoid valve, plumbing) for fresh water applications • NEMA Type 2 enclosure • Each standard controller comes with user config urable options for: • AC Power Loss Start • Interlock Alarm • Low Pressure Aud. • Low Suction • Main Sw. Mis-Set • Manual Test • Pump Run Alarm • Remote Start • User Defined Input • Weekly Test Setup • Low Pump Rm Temp • Low Reservoir • Relief Valve Open • High Fuel Level • High Reservoir EMERSON, Network Power FTA1100 Diesel Engine Fire Pump Controllers Specifications Fire Pump Controllers for Business -Critical Continuity Diesel Engine Fire Pump Controller The fire pump controller shall be a factory assembled, wired and tested unit and shall conform to all the requirements of the latest edition of NFPA 20, Standard for the Installation of Stationary Pumps for Fire Protection and NFPA 70, National Electrical Code. The controller shall be listed by Underwriters Laboratories, Inc., in accordance with UL218, Standard for Fire Pump Control- lers, CSA, and Canadian Standards Association CSA -C22.2, Standard for Industrial Control Equipment (cULus) and approved by Factory Mutual. The controller shall be: ❑ 12 Volt ❑ 24 Volt and shall be compatible with either mechanical or electronic type engines. The controller components shall be housed in a NEMA Type 2 (IEC IP11) drip -proof, wall mounted enclosure. Operator Interface The fire pump controller shall feature an operator interface with user keypad. The interface shall monitor and display motor operating conditions, including all alarms, events, and pressure conditions. All alarms, events, and pressure conditions shall be displayed with a time and date stamp. The display shall be a 128x64 Backlit LED capable of customized graphics and cryllic type character display. The display and interface shall be NEMA rated for Type 2, 3R, 4, 4X, and 12 protection and shall be fully accessible without opening the controller door. The display and user interface shall utilize multiple levels of password pro- tection for system security. A minimum of 3 password levels shall be provided. Digital Status/Alarm Messages The digital display shall indicate text messages for the status and alarm conditions of: • Engine Run • Sequential Start Time • Minimum Run Time • Crank/Rest Time -Cycle /Off Delay Time • Remote Start • Engine Fail to Start • System Battery Low • Low Suction Pressure • Drive Not Installed • Manual Engine Crank • Disk Error • Disk Near Full • Pressure Error The Sequential Start Timer, Minimum Run Timer/Off Delay Timer and Crank/Rest time shall be displayed as numeric values reflecting the value of the remaining time. LED Visual Indicators LED indicators, visible with the door closed, shall indicate: • AC Power Available • Alarm • Main Switch In Auto • Main Switch In Manual • System Pressure Low • Engine Running • Engine Fail To Start • Engine Temperature High • Engine Oil Pressure Low • Engine Overspeed • Engine Alternate ECM • Engine Fuel Injector Malfunction • Fuel Level Low • Automatic Shutdown Disabled • Charger Malfunction • Battery#1 Trouble • Battery #2 Trouble Data Logging The digital display shall monitor the system and log the following data: • Motor Calls/Starts • Pump Total Run Time • Last Pump Run time • Controller Power On Time • Last Pump Start • Minimum System Pressure • Maximum System Pressure • Last High Temp. • Last Low Oil Pressure • Last Engine Overspeed • Last Low Fuel Level • Last Charger Fail • Last Battery Trouble • Last Overspeed • Battery#1 Volts (Min., Now, Max.) • Battery#2 Volts (Min., Now, Max.) • Battery #1 Amps Min., Now, Max. • Battery #2 Amps Min., Now, Max. Event Recording Memory -The controller shall record all operational and alarm events to system memory. All events shall be time and date stamped and include an index number. The system memory shall have the capability of storing 3000 events and allow the user access to the event log via the user interface. The user shall have the ability to scroll through the stored messages in groups of 1, 10. USB Host Controller The controller shall have a built-in USB Host Controller. A USB port capable of accepting a USB Flash Memory Disk shall be provided. The controller shall save all operational and alarm events to the flash memory on a daily basis. Each saved event shall be time and date stamped. The total amount of histori- cal data saved shall solely depend on the size of the flash disk utilized. The controller shall have the capability to save settings and values to the flash disk on demand via the user interface. EMERSON., Network Power 2 5/8 [6.62]---1 38 [96.52] 4 1/2 [ 11.43] 21 [53.34] 9/16 [1.43] DIA. MOUNTING HOLES 1--1 [2.54] 0 26 [66.01] 8 [20.32] l ht } 6 [ 15.24] } 36 [91.44] 6 [ 15.24] 3 7/8 [9.84] / 34 3/4 [88.27] DOOR SWING 1 1/2 FNPT CONNECTIONS SYSTEM PRESSURE TEST DRAIN } 9 [22.86] 5 1/2 [ 13.89] + 3 1/4 [8.26] - CONDUIT ENTRANCE BOTTOM ONLY GLAND PLATE PROVIDED FOR CONTROLLERS WITH 12" [30.5] FLOOR MOUNTING LEGS MODIFICATION —N31 RE DRAWING D01100-21 FOR CONTROLLERS WITH 6" [15.24] BASE MOUNTING LEGS MODIFICATION —N32 RE: DRAWING DD1100-22 Firetrol® APPROXIMATE SHIPPING WEIGHT 200 [90.7] NOTES: USE ONLY LOCATIONS SHOWN FOR CONDUIT ENTRANCE. CONTROLLER WARRANTY IS VOID IF ANY OTHER LOCATION IS USED. DO NOT ENTER FROM TOP. NOT TO BE USED AS A JUNCTION BOX. DO NOT ROUTE ENGINE HEATER WIRING THROUGH CONTROLLER. DO NOT INSTALL IN AMBIENT TEMPERATURES BELOW 41*F (5C) DIMENSIONS SHOWN ON THIS DRAWING ARE APPUCABLE FOR NEMA TYPES 2/3R/4/4X/12 ALL DIMENSIONS — INCHES [CM] SHIPPING WEIGHT — POUNDS [KG] CHANGED PRESSURE FITTING AND CONDUIT ENTRANCE DIMENSIONS REV. W C ION NO. 225698 Be .E APP. TEF DATE 08-20-10 UPDATED TO MARK IIXG USER INTERFACE REV. TO B ECN NO. 225152 BY .0 APP. TEF DATE U-11-09 DIMENSIONS AND SHIPPING WEIGHT FTA1100—J [J 4l DIESEL ENGINE FIRE PUMP CONTROLLER WALL MOUNT THIRD ANGLE PROJECTION BY DATE 10.161FACRSRq TOLERANCES 10 BE M ACCCRDNCE Pus E ASCO PROCEDURE O03 PPM SEE AWOL REF N O. CRON BY TEF 12-14-02 COMPUTER GENERATED DRAWING I 11 SIZE A CHECKED PROPERTY OF ASCO POSER TEC14NOLOG1E5. USE AGR( ONLY. NL REFITS OF LESION OR BRENNON PERMITS) FOR OUR PROJECT ARE RESERND. OM. NO. DD1100-20 RAFINALOVAL ,. TEF 12-14--02 ASCO® ASCO Pout TECHNOLOGIES.TECHNOLOGIES.Lr. FTDR MI MM.NEM JERSEY 07932 USA ,\/ CRAMNC C N0. Eal RET. 228698 SNFEf 1 DAF 1 o Nuo FOR 220-240 VOLT OPERATION CONTROLLER MUST BE SUPPLIED WITH FACTORY UOOP 110N (Bl 2 4 5 MMHG SINGLE PH/SE LNES L1 L2 1ER16466. 0 MUST 85 WIRED TO THE MOWING POWER MOIBA. REFER TO ARTICLE 250 OF THE /LTTO7ELItTRRJL CODS. NFPA 70.0. G 2M LTA AC LRE FILTER -0 0 - UNE LOW -0 o GID LIB 128 HARNESS CA -1066 HI A X3< HI H3 H2 H4 H2 0114 T1 X2 051 04-1855 GA-105.5�� (2) XI (2) 52 X3 X4 FARNESS CA -1055 CHARGER 1 JP2 » 01 » 03 2 G4-1061 TO 04-01 JP7 JP4 JPS )~0 1 / 17 »-02 / +Bt / +81 »-°s » 06 API 2330 < / « N2 x1 7 o C< eo—<< 90 « 100—« HI I1 2� I. 8t11� OND \ LIB H1 H1 H3 H2 56 0179-- A / lA ° PB -B 1 85 87 IA ° I g2PB-A SPB-B 83 +B 01.0 3PB 1204 1330 X40 X30 H4 H2 p434 1.72 >X2 051 GA-1055� (2) XI (2) X2 88 Ti / CRAB( ON BATTERY /1 CRANK ON BATTERY j2 STOP/RESET AUDIBLE ALARM 75 WAN °AUTO .0 0 SWITCH N MANUAL 74 0..o0 SWITCH IN OFF 76 X3 X4 CHARGER 2 JP2 JP1 >2 01 » >>-0 2 03 CA -1061 TO ILARIGI J96 -� JP4 "5 »--0 1 i> 02 >>-0 » 06 I X1 2 3 ( (< X4 / 6 oo---< 7 (( 10 90—<< C( M / JP3 HIRAESS CA -1062 811 HA -NESS CA -1054 A II 2CB � O 20A BATTERY jl 11 = DEM LROND A B ° 20A 11 N _ -SRU r -T BATTERY 12 77 • SWITCH IN AUTO 01 --i SWITCH N OFF/AUTO o • • ENGINE TEST 1 I 2 4 2 3 3 4 s s 9 9 8 O 12 FUEL AND WATER SOLENOID H ENGINE RLN CONTACT ENGINE OYERSPFID I • CONTACT LOW 015I 8+ SWITCH f�y HIGH ENGINE WATER TEMPERATURE SW. CRAW =DOD BATTERY /1 CRANK SOLENOID BATTERY f2 H H ENGINE SHUTDOWN CIRCUITS H = ENGINE OND C D EFGHI TO PAGE 2 Firetrol° REVISED PRESSURE TRANSDUCER RV/. TO ECN NO. F 229677 BY. DATE GFD GFD 11-12-10 WIRING SCHEMATIC FTA1100-J rAillt MARK Ixg DIESEL ENGINE FIRE PUMP CONTROLLER - STANDARD WIRING SCHEMATIC THIRD ANGLE PROJECTION BY MATE IMM*SCNJSNG TOLERANCES TO 8E N ACCORDWCE WITH ASCO PROCEDURE MP -1-003. FOR PLASTIC PMTS SEE 11P-1-055 ASSEM REF NO. DRAWN BY TEF 11-04-02 I COMPUTER GENERATED DRAWING SCALE 1:1 SF& A CHECKEDPROPERTY OF ASCO POWER TECHNOLOGIES. USE WORK ONLY. ALL RIGHTS OF DESIGN OR 8NE1711011 PERMITTED FOR OUR APROJECT PPROVAL ARE RESERVED. IAYG. N0. WS1100-20 ASCO® ASCO POWER TECHNOLOGIES. LP. FLO HM4 PARK, NEW JERSEY 07932 USA TEF 11-04-02 DRAWING ECN REV. F �, 229677 SHEET 1 OF 2 l A B C D tat .92 11 2 4 2 FROM PAGE 1 MARK R MTA RONNIE PORT ISI P1 CA -1090 IO011 CABLE TO *ELM SONO P1 E FGH CA -1090 MOON 619E 10 REAR MAI P2 • • • • • • • • • • •••• • • ••• • • • • • • P2 tin A N110ESS Gti10511 9*0*10 CT -/0>1 .IN 43o—� a ea --0( ( 7a I ._ 1 20 C< 40--<o « < 90 --CC 190—•<< 110-0( 120—(( MAY WARD PC -1094 SYMBOL 0001140 EJ 10 CN9EDI105 TEYLQ BOCK [] -BOE x019 810 788 80E DU= — -910=0000 PNAOBf INSTALLED IO= -0=10118 FIELD INSTALLED 0000 Firetro/® 10 11 SWITCHES ES 14011121S 0.1092 10801947 DAWES MY 1EAY 909= PC -1064 309 193 maims RBI=SSW OF USED) . �-�9� 91UIOORN R ERLOC (F USED) 16 • OCHE N p RE110E (FUSED) ;Mai--•prUSED) Egg 1101 1.1110. TEST 0100* Ne oaot-� NNE 9 1g100 { NOTE 1 L NNE 2 NOTE 9 NOES NOW 1 3,4 ME NOTE 9 192-jp5 LID ® H AI ccia SIB N LIR NOTES JE 11. 7( 9 ROTE 2 EITIR 1101 SPIRE {NOR2(i II 101E , ® • NOTE 9 DO ® NR 401E t N OTES57{ NOTE 2 ® i"{ ROM MEMO 311 - 11194 BITCH NIOIRY RELAY 11R - OINK MEM BAROW �1 mi SIX - CLANK TEM minuet ai23A' ER - YIN SIMS N90IR1 PR - REL WON ENA' ORI - DOME OLENSPOD MEM Ba - MST SOUR= MEM O - OWE UB8= RDA( ENR - RENE D=10E IEA( SIR - IHII 107(11 1115. -SEF MERG RR - NAI NEL IEWL TEM NR - CROON M301 MAY IPS - PUSHBUTTON 110.180 EN 98181 - UES 1, 2 2,21- PUSHBUTTON IC0111 - VFS 4, S 04 i6 - AKUR0l1 ^SNP T 99 - 49040RIOM 1St - UE 17 155 - - IMES 1 1-31114 SELECTOR 1641101 - IP SS 12, 13. 1a. 13 111 - AO POSER f1ORSU BREVE 2100 - 9818% 1 CJIO9f OEi9R - 128 3* 309 - 981RY fa 0*40 BROKER - LIE 41 NOE 9 (OTE 1 a MOTE 2 NOTES I - NORMALLY MEN CLOSED11:1 MARY 2 - IOWA= CLOSED 9148 TO ANN 3 - NAW 001001 98640 10 MP LUX. 240 09*, 30 UDC 4 - TO MNOE 90910= *[NOME NAW OIOR16 S - TO OWE TROUBLE PEYOTE NAW mars I - TO VAN STEW US -SET METE NAW 0*410 7 - TO LOW REE LBO. REMOTE NNN CIMS a - 10 maim /WY Mo1E NNaI CURSES 9 - SASE MINN. ROAM FOR PAMIR- COREC1ON OF REMOTE 411010 W' MUSED) REVISED PRESSURE TRANSDUCER REV. TO ECN NO. F 229677 BY IPP. DATE GFD GFD 11-12-10 WIRING SCHEMATIC FTA1100-J MARK Ixg DIESEL ENGINE FIRE PUMP CONTROLLER - STANDARD WIRING SCHEMATIC THIRD ANGLE PROJECTION BY DATE MANUFACTURING TOLERANCES TO BE IN ACCORDANCE W111 ASCO PROCEDURE MP -1-003. FOR PLASTIC PARIS SEE MP -1-055 ASSEM REF NO. DRAWN BY TEF 11-04-02 I COMPUTER GENERATED DRAWING I SCALE 1:, SIZE A CEM® PROPERTY OF ASCO POWER 7ECHNOLDGFS. USE wow OM.r. ALL MRS OF DESIGN OR INJBRION PERIIRED FOR OUR APPROVAL *RE RESERVED. DWG. 940. WS1100-20 FINALPROJECT � ASCO PORTER TECHNOLOGIES, LP. FLORHAM PARK, NEW JERSEY 07932 USA ASCO® TEF 11-04-02 DRA .G F ECNNO. 229677 69E672 OF2 TO ENGINE NORMALLY OPEN RUNNING REMOTE CLOSED TO ALARM {_- ALARM CIRCUITS l` NORMALLY CLOSED - OPEN TO ALARM ALARM TERMINALS TO ENGINE NORMALLY OPEN I RUNNING REMOTE CLOSED TO ALARM ALARM CIRCUITS CIRCUITS NORMALLY CLOSED - OPEN TO ALARM 0 / NORMALLY OPEN - TROUBLE REMOTE CLOSED TO ALARM { TO ENGINE ALARM CIRCUITS NORMALLY CLOSEO-I \ OPEN TO ALARM l SPARE �- TO MAN SWITCH NORMALLY CLOSED- 1 MIS -SET REMOTE OPEN TO ALARM ALARM CIRCUITS NORMALLY OPEN- {/ CLOSED TO ALARM `-- TO LOW FUEL LEVEL REMOTE ALARM CIRCUITS 0 NORMALLY OPEN- r - CLOSED TO ALARM \-- NORMALLY CLOSED - OPEN TO ALARM _- 0 NORMALLY OPEN - TROUBLE REMOTE CLOSED TO ALARM { TO COMMON -- ALARM CIRCURS NORMALLY CLOSED -f OPEN TO ALARM \ SMR INPUT TERMINALS ---o CI" I 1141- 1s ----i1- i J J I J TB2 1B3 -WIRE SIZES - COPPER CONDUCTORS ONLY USE #14 AWG WIRE [16 MAG] MINIMUM FOR ALL ELECTRICAL CONNECTIONS EXCEPT FOR BATTERY CHARGER CONNECTIONS. (BATTERY CHARGERS CONNECTED TO TERMINALS 6. 8 AND 11) ON TERMINALS 6. 8 AND 11 USE THE FOLLOWING INFORMATION TO DETERMINE WIRE SIZES: UNEAR FEET (IN CONDUIT RUN) FROM CONTROLLER TO TERMINAL BLOCK ON ENGINE MINIMUM WIRE SIZE 0' - 25' (7.63m) 25' - 50' [7.62m - 15.24m] #10 AWG [6 MM2] #8 AWG [10 MM2] TERMINALS AND TIGHTENING TORQUE TERMINAL TYPE WIRE SIZE TIGHTENING TORQUE POWER TERMINALS45 AMP (G. 1-12, 301, 302) #14-8 AWG [2.5-10 MM2] 14.2 in -lb [1.6 Nm] CONTROL AND ALARM TERMINALS #14-12 AWG [2.5-4 MM2] 5.6 in -Ib [.6 Nm] CIRCUIT BREAKERS #14-4 AWG [2.5-25 MM ] 17.5 in -Ib [2 Nm] PRESSURE SYSTEM CONNECTION 1/2" FNPT Firetrol® REMOTE START (IF USED) SHUTDOWN INTERLOCK (IF USED) DELUGE VALVE REMOVE JUMPER (IF USED) LOW PUMP ROOM TEMP. SWITCH LOW FUEL LEVEL SWITCH RESERVOIR LOW LEVEL SWITCH REUEF VALVE SWITCH HIGH FUEL LEVEL SWITCH RESERVOIR HIGH LEVEL SWITCH FUEL AND WATER (ENERGIZE ZENTODS START) ENGINE RUN _-� 2 I CONTACT ENGINE OVERSPEED CONTACT -1 3 1 OIL PRESSUREswiTCH _ — 4 WATER TEMPERATURE SWITCH BATTERY 1 CHARGING CIRCUIT ---1 6 I6 BATTERY 2 CHARGING CIRCUIT -1 8 1 6 I 1 BATTERY 1 STARTING _1 9 CONTACTOR BATTERY 2 STARTING CONTACTOR BATTERY AND CHARGER GROUND CIRCUIT FUEL SOLENOID VALVE (ENERGIZE TO STOP) - 1 12 J ALTERNATE ECM 301 I (ELECTRONIC ENGINES ONLY) FUEL INJECTION MALFUNCTION (ELECTRONIC ENGINES ONLY) - 13021 INCOMING AC POWER -3 u I 110-120 VOLTS SINGLE PHASE 50/60 H2 20 AMP CIRCUIT -----� L1 I -NOTES- /T\ IF CONTROLLER IS ARRANGED FOR OPERATION ON 220-240 VOLTS (MODIFICATION -BA) CONNECT TO THESE TERMINALS OTERMINAL G MUST BE WIRED TO INCOMING UNE BONDED GROUND. REFER TO ARTICLE 250. NATIONAL LLICTRICAL CODA NFPA70. OTERMINALS 1 THROUGH 12, 301, & 302 CONNECT TO UKE NUMBERED TERMINALS ON THE ENGINE TERMINAL BLOCK. SOME ENGINES MAY NOT USE ALL TERMINALS. REFER TO ENGINE MANUFACTURER'S WIRING DIAGRAM FOR CORRECT CONNECTIONS. 4 ALARM ENGINE TROUBLE CIRCUITS OPERATE IF ANY ONE OR MORE OF THE FOLLOWING TROUBLES OCCUR: ENGINE OVERSPEED, LOW OIL PRESSURE, HIGH WATER TEMPERATURE, BATTERY CHARGER OR BAi tRY FAILURE, FAILED TO START, STARTING CONTACTOR COIL FAILURE, AND FUEL INJECTION MALFUNCTION (ELECTRONIC ENGINES ONLY). OSPARE TERMINAL PROVIDED FOR PARALLEL CONNECTION OF REMOTE ALARMS (IF REQUIRED). © COMMON TROUBLE ALARM CIRCUIT OPERATES WHEN ANY ALARM OCCURS. -GENERAL NOTES- ALL ALARM CONTACTS ARE RATED FOR PILOT CIRCUIT DUN, 250 VAC, 30 VDC MAXIMUM. 10 AMPERES, NON -INDUCTIVE. THIS FIELD CONNECTION DIAGRAM IS FOR DIESEL ENGINES USTED FOR DRIVING CENTRIFUGAL FIRE PUMPS SUPPLIED BY THE FOLLOWING MANUFACTURERS: CATERPILLAR, INC., ENGINE DIVISION, PEORIA, IL CLARKE DETROIT DIESEL -ALLISON. INC. CINCINNATI, OH CUMMINS ENGINE CO., INC., COLUMBUS, IN OEUTZ CORP., NORCROSS, GA. KIRLOSKAR CUMMINS, LTD., PUNE, INDIA FOR ENGINES OR MANUFACTURERS NOT LISTED ABOVE, CONSULT THE FACTORY. REVISED NOTE 4 Se DESCRIPTION OF ENGINE TERMINALS 1 & 12 0 229677 GFD GFD 11/12/10 PROJECT NAVE: REV._1 EON NO. 9Y PP. DATE FIELD CONNECTIONS FTA1100—J `PY; MARK II DIESEL ENGINE FIRE PUMP CONTROLLER — STANDARD FIELD CONNECTION DRAWING THIRD ANGLE PROJECTION BY DATE IAANUFAL911RIIi TOLERANCES TO LE IN ACCORDANCE WITI PARIS - PROCEDURE -003. ASSEN REF NO. DRAWN Br TEF 12/14/02 I COMPUTER GENERATED DRAWING I scsLE 11 SIZE A CHECKED PROPERTY OF ASCO POWER TECONOLOGES. USE WORK ONLY. ALL RGHTS OF DESIGN OR INYEN8ON FO PERMITTED R OUR PROJECT APPROVAL ARE RESERVED. DMC. NO. FC 1 100-20 FOgi • TEF 12/14/02 ASCO® ASCO Rom TECHNOLOGIES. LP. FLOR4MI RAMI, NEM JERSEY 07932 USA HAWING E,N 8y. D NCO. 229677 SNEEr 1 a1-1 Peerless Pump Company Indlanapolls, IN 46207-7026 HDRIZONTAL AND VERTICAL FIRE PUMPS Diesel Engine Driven Units Engine Pre -heater Outline L/ L❑CATION 'D' ' J LOCATION 'F' ( FAR SIDE ) LOCATION 'E' ( FAR SIDE ) Connect a reliable source of 50/60 Hertz, single phase, AC current to the pressure and/or temperature switch. wThis switch is approximately 4x4x4 and has knockouts for 1/2' conduit. Switch location is indicated above, Pre -heater volts and AMPs are indicated below. w (For Caterpillar, connect to thermostat switch 5' dia. x 4' high) U LOCATI❑N 'A' LOCATION 'B' ( FAR SIDE ) LOCATION 'C' LOCATION 'G' X ENGINE MODEL SWITCH LOCATION VOLTS AMPS X X JU4H-UF10, 12, 14, 20, 22, 24, 30, 32, 34, AB26 JU4H-UF40, 42, 50, 52, 54, 58, H8, H2, HO 120 12.5 X JU6H-UF30, 32, 34, 50, 52, 54, 58, 60, 62, 68 JU6H-UF84, DO, D2, G8, M8, MO, M2 E JU6H-UFABLO, ABL2, ABL8, AB76 JU6H-UFADKO, 58, NG, NO, P8, P0, QO, RO, SO, TO 240 6.25 JU6H-UFAD88, R8, S8, W8, X8, 98 JU6H-UFAAQ8, AARQ, AAMO, AA80 JW6H-UF30, 38, 40, 48, 50, 58, 60, H8 E 120 20.8 240 10.4 JW6H-UFADLO, DO, F0, JO, 70, 80 B 120 20.8 240 10.4 JX6H-UF30, 40, 50, 60, 70 E 120 20.8 240 10.4 JX6H-UFADFO, KO, NO, P0, 60, 88 B 120 20.8 240 10.4 3406BDIT, BDITA D 120 26.1 240 13 3412DIT, DITA F 240 26.2 CFP33-F10, F20, F25,F30, F35 CFP39-F15 120 12.5 CFP59-F10, F15, F20, F25, F40, F45, F50, F55 C CFP7E-F10, F20, F30, F40, F50, F60 240 6.25 CFP11E-F10, F20C 120 18.75 CFP83-F10, F20, F30, F40 240 9.38 CFP15E-F10, F20, F30, F40, F50, F60, F70 C 120 25 240 12.5 CFP5E-F10, F20, F30, F40, F50 A 120 12.5 CFP9E-F10, F20, F30, F40, F50, F60 240 6,25 Subject to change without notice. DT 4849505 (REV J 7-09) Cvc�I«�rs Peerless Pump Company PIIM Indianapolis, IN 46207-7026 HORIZONTAL DR VERTICAL FIRE PUMPS DIESEL ENGINE DRIVEN LEAD ACID BATTERY OUTLINE 1.265 SPECIFIC GRAVITY PER CURRENT NFPA PAMPHLET 20 REQUIREMENTS 12 (305) L,12 (305) 21 (533) FIG. 1 (1 BATT. / RACK) 12 (305) 44.25 (1124) 1 FIG. 2 (254) (2 BATT. / RACK) X ENGINE DUAL BATTERY SET MODEL NUMBER FIGURE VOLTAGE VOLTAGE CRANK AT 0'F GROUP SIZE QUANTITY � BATT. NOTE 2,3,4 VETAPPRW VET VT. POUNDS APPROX. WET WT. W (kgs.) X JU4H-UF10, 12, 14, 20, 22, 24, 30, 32, 34, AB26 JU4H-UF40, 42, 50, 52, 54, 58, H8, H2, HO 2 12 12 1010 4D 2 222 (101) JU6H-UF30, 32, 34, 50, 52, 54, 58, 60, 62, 68 JU6H-UFDO, D2, G8, M8, MO, M2, 84, AB76, ABLE JU6H-UFABLO, ABL2 2 12 12 1010 4D 2 222 (101) JU6H-UFADKO, 58, NG, NO, P8, P0, 00, RI], SO, TO JU6H-UFAD88, R8, S8, W8, X8, 98 2 12 12 1010 4D 2 222 (101) JU6H-UFAAQ8, AARQ, AAMO, AA80 2 12 12 1010 4D 2 222 (101) JW6H-UF30, 38, 40, 48, 50, 58, 60, H8 2 12 12 1300 8D 2 278 (126) JW6H-UFAD80, 70, JO, FO, DO, BO 2 12 12 1300 8D 2 278 (126) JX6H-UF30, 40, 50, 60, 70 2 24 12 1300 8D 4-S 556 (252) JX6H-UFADFO, KO, NO, P0, 60, 88 1 24 12 1300 8D 4-S 556 (252) 3406BDIT, BDITA 1 24 12 1300 8D 4-S 556 (252) 3412DIT, DITA, 3508 1 24 12 1010 4D 8 -P -S 888 (403) CFP11E-F10, F20 2 12 12 1400 8D 2 278 (126) CFP33-F10, F20, F25, F30, F35 1 12 12 1010 4D 2 222 (101) CFP39-F15 1 12 12 1010 4D 2 222 (101) CFP59-F10, F15, F20, F25, F40, F45, F50, F55 1 12 12 1300 8D 2 278 (126) CFP83-F10, F20, F30, F40 1 12 12 1300 8D 2 278 (126) CFP5E-F10, F20, F30, F40, F50 1 12 12 1300 8D 2 278 (126) CFP7E-F10, F20, F30, F40, F50, F60 1 12 12 1300 8D 2 278 (126) CFP9E-F10, F20, F30, F40, F50, F60 1 12 12 1400 8D 2 278 (126) CFP15E-F10, F20, F30, F40, F50, F60, F70 1 24 12 1400 813 4-S 556 (252) NOTES 1. ONLY ITEM MARKED X❑ WILL BE FURNISHED FOR THIS JOB. WE CERTIFY THE ABOVE BATTERY SET TO MEET MINIMUM REQUIREMENTS OF CURRENT ISSUE OF NFPA PAMPHLET 20. 2. S = TWO 12 VOLT BATT. IN SERIES FOR EACH STARTING UNIT. 3. P = TWO 12 VOLT BATT. IN PARALLEL FOR EACH STARTING UNIT. 4. P -S = TWO 12 VOLT BATT. IN SERIES AND TWO 12 VOLT BATT. IN PARALLEL FOR EACH STARTING CIRCUIT. 5. ALL BATTERIES MUST BE MOUNTED AT SIDE OF ENGINE USING STANDARD CABLES PROVIDED. 6. BEFORE INSTALLING BATTERY CABLES TO BATTERY POSTS, BOTH CONTACTING SURFACES MUST BE CLEANED WITH A BATTERY TERMINAL AND CABLE CLAMP CLEANING BRUSH OR EMERY CLOTH. TORQUE TERMINAL BOLTS TO 50-70 IN LBS. COAT TERMINALS WITH A THIN COATING OF PETROLEUM JELLY OR OTHER APPROPRIATE CORROSION INHIBITOR. ALL DIMENSIONS ARE IN INCHES AND (nr) DOMESTIC PACKED WITH ELECTROLYTE IN A SEPARATE CONTAINER. 0 EXPORT PACKED WITH ELECTROLYTE IN A SEPARATE CONTAINER. ❑ EXPORT PACKED WITH ELECTROLYTE PROVIDED BY CUSTOMER. SUBJECT TO CHANGE UNLESS CERTIFIED FOR CONSTRUCTION 4849503 REV. 7-09 y GT Exhaust Systems, Inc. 201-4100 Series Phone: 402-323-7272 Fax: 402-323-7270 Residential Grade APPLICATION Silencers designed for areas where ambient noise levels are relatively low. Excellent for use on stationary, marine, and mobile power units. Typical Attenuation: 19 to 25 dB'A INSTALLATION May be installed in any position CONSTRUCTION Silencers feature heavy-duty steel double shell construction. Standard with male threaded pipe nipples on sizes through 3.5", and 125/150# steel plate flanges on 4" and up. MATERIAL OPTIONS A variety of material options are provided to satisfy most applications and budgets: C Carbon Steel AS Aluminized Shell AH Aluminized Shell and Heads S Stainless Steel FINISH Standard finish is high heat silicone black or aluminum, depending on material options. Consult factory for optional coatings. STAINLESS STEEL OPTIONS: 304, 316, & 316L CUSTOM PRODUCTS Special requirements? GT can customize its products to meet your / \ Specifications. i 35D y 30D 63 25.0 s g 200 u 15.0 10D 5.0 0.0 53 r2 Representative Attenuation Cave for201410) Series Octave Band 125 Hr 250 Hz 50012 100012 Center Frequency, Hz 200012 400012 800012 30 LW 25 0 320 j O 1105 N N w = 0. 2 5 0 Pressure Drop for 201-4100 2 4 6 6 10 12 14 DOT La 00TYIN1H0l6&N0FTP32Y NAE 16 ORDERING INFORMATION --B -- C.) A B C D E F F Model SIZE DIA OAL-1 OAL-2 OAL-3 MIN MAX C' WT 201-41015 1.5 6 30 27 24 2 12 5 25 201-4102 2 7 36 33 30 3 16 6 35 201-41025 2.5 8 42 39 36 3 21 7 39 201-4103 3 8 42 39 36 3 20 7 42 201-41035 3.5 10 46 43 40 4 21 8 48 201-4104 4 10 46 43 40 5 20 8 50 201-4105 5 10 54 51 48 6 26 9 60 201-4106 6 12 54 51 48 6 24 9 69 201-4108 8 18 61 57 54 8 23 13 145 201-4110 10 22 74 71 67 12 31 15 220 201-4112 12 26 75 72 69 13 30 17 330 201-4114 14 30 100 97 94 15 44 19 615 201-4116 16 36 114 111 109 17 56 22 980 201-4118 18 36 126 123 109 18 58 22 1175 201-4120 20 42 139 136 133 20 72 25 1300 201-4122 22 48 141 138 136 22 66 29 1575 201-4124 24 54 142 139 137 24 66 31 2000 When ordering, please place Material and Style Options as illustrated in the examples below: 201-4104-2-C Carbon Steel Construction with Style 2 — Side Inlet 2014112 -3 -AS Aluminized Shell with Style 3 — Side Inlet (x) Side Outlet 201-4108-1-S Stainless Steel with Style 1 — End Inlet All dimensions are in inches. Inlet Sizes available up to 30.0" 3 (25)100T 100 D (1 2;YP ONE HOLE FOOT DETAIL FUEL TANK LESS LEGS Ei FUEL TANK WITH LEGS LEGS ARE 2-1/2' THREADED PIPE 42' LUNG. THAT WILL THREAD INTO THE TANK SOCKETS. THE LEGS OR FOIRBDAlION PADS ARE TO BE ADJUSTED IN ORDER TO LOCATE THE TANK OUTLET EVEN WITH THE ENGINE FUEL PUMP CENTERLINE. DIESEL FUEL SYSTEM FOR ALL FIRE PUMP ENGINES (DUAL WALL TANK WITH UL LABEL) (11 (9)-' (s)� 1 EXPANSION 1 VOLUME --1 7�--t 1- 4r1 I SUMP VOLUME 1 L 11 (6 6) 12 (305) T FUEL TANK ENGINE FUEL PUMP CENTERLINE r (8-10) L( FUEL TO ENGINE 2' PT CONN. - FOR STANDPIPE, IF REQUIRED l - V -4\<BY OTHERS) SEE FOOT DETAIL GROUT (FOR OPTIONAL LEGS) FUEL SYSTEM - WEIGHT 60 LBS. (27.2 kgs) ITEM QTY MATERIAL DESCRIPTION 1 1 IRON CAP, FILL 2' 2 1 STEEL STRAINER, 1/16 MESH 3 2 STEEL VENT, WEATHER 4' NPT 4 1 IRON BUSHING, PIPE 2' x 1/2' NPT 5 1 STEEL NIPPLE, PIPE SCR 4' x CLOSE 6 2 IRON PLUG, PIPE 1' NPT 7 1 IRON TEE, PIPE REDG 4' x 4' x 2' NPT 8 2 STEEL NIPPLE, PIPE SCR 1/2' x CLOSE 9 1 IRON TEE, PIPE 1/2' NPT 10 1 BRASS COCK, STOP 1/2' NPT 11 1 ASSY HOSE, FLEX SWIVEL 1/2'NPT x 12' LG 12 3 IRON PLUG, PIPE 2' NPT FUEL GAGE - MATERIAL STEEL - QTY. 1 - WEIGHT 5 LBS. (2.3 kgs) CALIBRATED F, 3/4, 1/2, 1/4, E 3100 6' (152mm) FOR 70 GALLON TANK ONLY "-DRAIN (PRIMARY) �Ib I- (381) DRAIN (OUTER) FUEL FROM ENGINE -Nil( -1 15 - (381) NOTES. A 11415 FUEL SYSTEM COMPLIES WITH THE RECOMMENDED PRACTICES DESCRIBED IN THE APPENDIX OF NFPA PAM 20. B. FUEL TANK OUTLET MUST BE EVEN WITH ENGINE FUEL PUMP CENTERLDE C. FUEL TANK SHOULD BE LOCATED AS CLOSE TO ENGINE AS POSSIBLE, A FUEL TANK SHOULD BE 'PITCHED' 1/4' 0mm) PER FOOT TOWARD DRAIN PLUG. E FUEL TANK MUST BE LOCATED ABOVE GROUND, WITH PROVISIONS TO PREVENT FREEZING. F. THE 'USABLE FUEL VOLUME' IS 905 OF THE 'FUEL TANK VOLUME' THIS WILL PROVIDE A 'SUMP VOLUME' OF 5% AND AN 'EXPANSION VOLUME' OF 5%. G. 'FILL CAP' HAS PROVISIONS TO BE PADLOCKED CLOSED. H. 'STOP COCK' HAS PROVISIONS TO BE PADLOCKED OPEN. L 'FUEL GAGE', IF ORDERED, SHOULD BE LOCATED AT THE 2' NPT OPENING, POINT 'G'. J. 'LOW LEVEL FUEL SWITCH'. IF ORDERED WITH CONTROLLER, SHOULD BE LOCATED AT THE 2' NPT OPENING, POINT '5'. K. IN ORDER TO CONFORM TO INDIVIDUAL JOB REQUIREMENTS, THE FOLLOWING MATERIAL MUST BE FURNISHED BY OTHERS; 1. VENT PIPES, 4' BLACK PIPE 2. FUEL LINES, 1/2' BLACK PIPE L. THE FOLLOWING PARTS WILL BE MOUNTED ON THE ENGINE; 1. FUEL INLET & OUTLET, FLEX. HOSE 2. FUEL CHECK VALVES, IF REQUIRED M. ONLY ITEMS MARKED (SZIVILL BE FURNISHED FOR THIS JOB. N. ALL DIMENSIONS ARE IN INCHES & (MILLIMETERS) a 'LEAK MONITOR' IF ORDERED WITH CONTROLLER, SHOULD BE LOCATED AT 2' NPT OR 1' NPT OPENING, POINT 'N'. Certifed forst i Approval IXIConstruction By: Date: Project: Item / P.O. No.: Customer: S.O. No.= DT4853948 (REV. F 8-06) Peerless Pump Company PA. Box 7026 Indianapolis, IN 45207-7026 Phone 3 317-925-9661 Fax 1 317-924-7388 FUEL TANK - MATERIAL STEEL - QTY. 1 SIZE GALLONS D L F V WEIGHTS LBS. (kgs.) TANK FUEL TOTAL 70 24 <610) 36 (915) 2-3/4 (70) 17 (432) 495 (224.5) 422 (191.4) 917 (415.9) X 115 24 (610) 60 (1524) 2-3/4 <70) 17 (432) 595 (269,9) 690 (313.0) 1285 (582.9) 140 24 (610) 72 (1829) 2-3/4 (70) 17 (432) 705 (319.8) 844 (382.8) 1549 (702.6) 200 32 (813) 60 (1524) 3-1/4 (82) 22.5 (571) 740 (335.7) 1205 (5461) 1945 (882.2) 250 32 (813) 72 (1829) 3-1/4 (82) 23 (584) 775 (351.5) 1507 (683.6) 2282 (10351) 350 38 (965) 72 (1829) 3-1/2 (89) 27 (686) 945 (428.6) 2110 (957.11 3055 (1385.7) 460 48 (1219) 60 (1524) 4-3/4 021) 34 (864) 1175 (533.0) 2773 (1257.8) 3948 (1790.1) 550 48 (1219) 72 (1829) 4-3/4 021) 34 (864) 1285 (582.9) 3385 (1535.4) 4670 (2118.8) 650 48 (1219) 84 <2137) 4-3/4 (121 34 0864) 1485 (673.6) 3920 (1778.1) 5405 (2451.7) 830 64 (1626) 60 (1524) 5-3/4 (146) 45 (1143) 2215 (1004.7) 5004 (2269.9) 7219 (3274.5) Certifed forst i Approval IXIConstruction By: Date: Project: Item / P.O. No.: Customer: S.O. No.= DT4853948 (REV. F 8-06) Peerless Pump Company PA. Box 7026 Indianapolis, IN 45207-7026 Phone 3 317-925-9661 Fax 1 317-924-7388 rift . Ailwkipi i aso r LOU UR...A. LEAK SENSING FLOAT SWITCH ASSEMBLY FOR DOUBLE WALL TANKS MODEL # FLO-L10785 Description • Complete leak sensing switch assembly, designed for easy mounting on double wall fuel tanks • Mounts directly in the 1" NPT annular space drain found on most fuel tanks • Complete assembly, including magnetic float switch with contact, cast iron tee and fittings and large conduit housing — no other parts required! • Simple to install and wire to controller or alarm panel Specifications • Float switch — polypropylene • Conduit housing — polypropylene • Tee and fittings — cast iron • Switch contact — normally open (N.O.) closed to alarm • Contact rating — 1 amp max. @ 24VDC resistive, .08 amp @ 120VAC resistive, pilot duty only • Weight — 4 lbs. Flotronix Corporation © 2000.8481 Bash St., Unit 1500 • Indianapolis, IN 46250 317 849-7377 • Fax: 317 849-7337 • http://www.flotronixcorp.com 625 (159) r� �1 lr_-- 1• NPT THREADS SWITCH HOUSING 'A' CONDUIT HOUSING 'r WIRING CONINECTION CHAMBER END CAP 'C' 3376 DIA 1/2' THREADED CONDUIT 1-1/4' NPT PLUG CONNECTION 7.12 (181) Installation notes: 1. The leak detection switch assembly is direction sensitive. It must be installed in the annular space drain opening on the bottom of the fuel tank with the i' fitting facing upward The direction arrow on the tee must be pointing up. 2. The threaded switch housing 'A' of the teak detection switch is glued into the 1-1/4' tee. It must reran in this configuration for proper operation. To verify the correct position. the switch housing 'A' has a 'TOP' label affxed. 3. The unit is shipped with the l/2' conduit fitting pointing down. It nay be reconfigured so that it is pointing up by following the procedures below: a. Turn the conduit housing 'B' counter-dockdse 1/4 turn to release the conduit housing 'B' fron the switch housing 'A'. Make sure that the switch housing 'A' does not turn in relation to the tee. b. Rotate the conduit housing 'B' 180 degrees and insert it back into the threaded portion c. Turn the conduit housing 'B' clockwise 1/4 turn to tighten Make sure that the switch housing 'A' does not turn in relation to the tee. 4. The wiring connection chamber is accessed by unscrewing the end cap V. To unscrew end cap 'C`, turn it counter- clockwise. Make sure that the switch housing 'A' does not tern in relation to the tee. 3. After rakng the electrical connection, reinstall the end cap C. Make sure that the switch housing 'A• does not turn in relation to the tee. Specifications= 1) Contact is 'nor/ally open' (NA.) closed to alarm. 2) Contact rating: 1 anp max 8 24VDC resistive, .08 amp 8 120 VAC resistive, pilot duty. 3) Shipping weight 4 LBS. / L82 kg. 4) Dimensions in inches and (ni meters) PATENT PENDING FutrcL ENGINEERED CONTROL SPECIALISTS FLOTRONIX CORPORATION 8481 BASH STREET, UNIT 1500 INDIANAPOLIS, INDIANA 46250 (317) 849-7377 (FAX: (317) 849-7337 LEAK SENSING FLOAT SWITCH FOR DOUBLE WALL TANKS DATE: DWG/REVISED 1/29/00 C.M. 5/4/00 VGV MODEL ti FLO-L10785 DVG N 00001 CHECKED Bin JAK.R. SHEET I 1 OF 1 SCALE: 1:2 Dimensions in (inch) JU4H-UF24 Frame/Model: M a. C - O YC O mesad ..z o co c omQa c a 0 N (N N 0 E a) 0 In z a In a)) I- to Service Factor: a� Co C) 0 0 U C O is 0 O Enclosure/Type: Diesel 1000 (US gpm) v a a a c) Baker Commodities, Tukwila WA 0 0 a. y 0 - CD 0 CD MR. SPRINKLER FIRE PROTECTICTotal Head: Pump Speed: 2950 (RPM) 0 al a E O z E m US -5519-154 0 z al 0 a Peerless - 5AEF11 m 0 O 2 a. E a Peerless Pump Company - RAPID v8.25.6 - 23rd March 2007. --1 hp in-- C --0,- H-- C I 1 ipil Bx125Lb. I t B x 125 Lb. ex 250 Lb. � ANSI Range ANSI Range ANSI Range Ax250Lb. Ax125Lb. ANSI Flange Ax125Lb. ANSI Range ANSI Range Eccentric Suction Reducer Concentric Discharge Reducer Concentric Discharge Reducer 125 Lb. ANSI Flanged 125 Lb. ANSI Flanged 250 Lb. ANSI Flanged 175 Psig(12.06 Bar Maximum Working Pressure 175 Psig112.06 Bar Maximum Working Pressure 500 Psig134A7 Bar Maximum Working Pressure Flanges C D Weight Flanges C Weight Flanges C Weight A B Inches mm Inches mm Lb Kg A B Inches mm Lb Kg A B inches mm Lb Kg 4 3 7 177.8 0.50 12.7 29 13 3 2 6 152.4 17 7.7 5 3 8 203.2 56 25 5 4 8 203.2 0.50 12.7 42 19 4 2 7 177.8 26 12 5 4 8 203.2 65 30 6 4 9 228.6 1.00 25.4 50 23 5 3 8 203.2 34 15 6 3 9 228.6 68 31 6 5 9 228.6 0.50 12.7 53 24 5 4 8 203.2 42 19 6 4 9 228.6 77 35 8 5 11 279.4 1.50 38.1 79 36 6 3 9 228.6 40 18 6 5 9 228.6 90 41 X 8 6 11 279.4 1.00 25.4 80 36 6 4 9 228.6 51 23 8 4 11 279.4110 50 10 6 12 304.8 2.00 50.8 106 48 X 6 5 9 228.6 55 25 8 5 11 279.4 125 57 10 8 12 304.8 1.00 25.4 132 60 8 4 11 279.4 71 32 8 6 11 279.4 142 65 12 10 14 355.6 1.00 25.4 196 89 8 5 11 279.4 78 35 10 6 12 304.8187 85 150 Psig110.34 Bar Maximum Working Pressure 8 6 11 279.4 83 38 10 8 12 304.8 196 89 14 12 16 406.4 1.00 25.4 225 102 10 6 12 304.8 107 49 12 8 14 355.6 260 118 16 12 18 457.2 2.00 50.8 251 114 10 8 12 304.8 124 56 16 14 18 457.2 1.00 25.4 370 168 12 8 14 355.6 162 74 Notes: 12 10 14 355.6 183 83 1. Only Items marked 150 PsIg110.34 Bar Maximum Pressure Working II 1wl1 be furnished 14 10 16 406A 257 117 2. Pump flange must not 14 12 16 406.4 281 128 Rev. 10-04 be used to support weigh of Fittings 16 10 18 457.2 296 135 Org. No.4851028 Dimensions in (inch) JU4H-UF24 Frame/Model: M a. C - O YC O mesad ..z o co c omQa c a 0 N (N N 0 E a) 0 In z a In a)) I- to Service Factor: a� Co C) 0 0 U C O is 0 O Enclosure/Type: Diesel 1000 (US gpm) v a a a c) Baker Commodities, Tukwila WA 0 0 a. y 0 - CD 0 CD MR. SPRINKLER FIRE PROTECTICTotal Head: Pump Speed: 2950 (RPM) 0 al a E O z E m US -5519-154 0 z al 0 a Peerless - 5AEF11 m 0 O 2 a. E a Peerless Pump Company - RAPID v8.25.6 - 23rd March 2007. Peerless Pump Company - RAPID v8.25.6 -23rd March 2007. I.6d3dg - ssaIJaad :lapow dwnd D c M z 0 1791-61,99-S11 CD 3 z 0 1 ao Z C') 7 3 0 m 0 O1 co C) (Wdel) 096Z :goods dwnd :Jawo;sna MR. SPRINKLER FIRE PROTECTICTotal Head: O O s c. CD n VM 'salllpowwoa Jaws (wd6 sn) 0001 lasala :edA,Vainsolou3 0 m 0 C) 0 CD :.ro;oed aolmas 0 V0ao-. co 0 N A 7 3 C)cm Z A VCO O V F. 0 7 . N -1 alni CD n Cl) w cc v z v O n CD < 3 m m N C) N D) O g E m CD 9 U) a aD a) 0 0 N a O 6) O 2 N a m C) x z 0 0 G) m (n z C7 :10poW/eweJd 17Zdfl-Hvnr (your) ul suolsuewla z U) N N OO 13 o� g m SFl o � m Q 7 M C m a aaporr luoglrna efiuega o1 1aa(qus P V*igi! Lb. (Maximum) 0 I� X k c W O O W O O na Vt 00 N7 V1 i tV 471 i N V. T- z = -, 4 a o = I CS 0.3 in IF CD ! Suction and Rscharge Gauge Set (Each Furnished with Gauge Cock) 0 <n { aD as 5. o is 0 Pump Rats v � i. ;le Hose Value I . . W W NNt�1 GGO0 1 03 0 N . i+ C+ C) Cr G. ' C7 9 3 co4,.co. pA1Ap i'C'K... r S C, C, 07 OC'O �' +t ,. co 4:.. e 0, 0) 03 .7 01 O x WVI i C. Ca. GCp i0 CC. i 1%.% b 1 mi /..110). O as 9 3 2 y 0 asi e co G1 Outer Scale i O 1 t,S cotgi -,IV O ni . CO ip tp 8CO8 1 O C7 3 3 013 0 -13 C A 6.1 O' Hose Value Head O OlV N O O ��,___ G7ONN O ' ' ' ' w H O Ma>emum WbrkinPressure PSI6 [ t0 Q, ' +) el i W g O gd O CO Inver Scale IV . . . . w O CO 0, O i C5 i 4.. i IV N O . N O 1 s 1 t' 1 i i 1 i I 1 ¢ apn 1 noo+.ay' w l 1 1 1 ' ' ' t1 $ 0 1 x xxx X CO CO + ow + + a Om 00707 O in ma in IF CD ! Suction and Rscharge Gauge Set (Each Furnished with Gauge Cock) 0 <n { aD as 5. ;le Hose Value LI,8 0= a 0 apt 0 N 0 C) 3 1 1 ! fh 0 0 O O e '„ 6 ' C7 9 3 pA1Ap i'C'K... r S S' 1 �' +t o o e 1 '9L H 0 m Gt . i R ap ..� _, G7 W= ca, 1 ! 1 A Q 1 — O I as 9 3 2 y r2 y asi e O 8 0 1 15 PSItoOto 300 PSI Outer Scale ia 0 d Q gO ill 1 1 1 1 49. 1 0. .4. 0 1 1 a C7 3 = 0 m a D ga 6 Hose Value Head = in0 A m C pa O. Hose Value Head Hose Value Head 0 H q _ oo' . t a. a a . a. Ma>emum WbrkinPressure PSI6 [ 0 BARto 41 BAR Oto 20 BAR i W g O gd O CO Inver Scale 1 I I GM 07D O 1 1 1 N O w O N O 1 i 1 1 1 1 i I 1 1 1 O e l 1 1 1 1 1 0 e 0 O 0 O m C —n Z N C r Z m N W N U w a ❑ w ❑ z W 0 0 W a LL Z z H oc 6 a' O O J a co U ❑ ¢ O Z OQ 0 LL U)O a F - Z as LL W W W m W F- re 0 z� <Q 2U u0uW _J • 0 ,- z ONLY ITEMS MARKED ARE SUPPLIED ❑ 0 W r ¢ W a' W D U Z W ❑ UO ZU Q W 0w w ¢ ctOw Z C) 0 z < oaO z < ❑ O WWUwJJW ¢ a (3 UU :3 DOC < W y U >U' a'¢❑0»¢WWW WW a 0¢¢ W o❑ W W❑ W J J J J 17, ZQcczcDceWa,cnce»» Www w• 0 0z,_,maao�cLo00-J U ❑❑cnOJ22Z�❑SSSLL W cO¢❑UWW❑ u1O� m a0 Of0NM iglHmm®DD❑ ❑DDmmm}ig W J �a ¢a Ore W J ›- -J J U- 03 m Z CO / W 0 Z / w SEE DETAIL "B" TO SYSTEM SEE DETAIL "C" 7 <o CO N LL S z 0 U 0 re Z W a W are U z Co tag z 0 i/! far"we W Ca▪ M ftwIZw a Dimensions in (inch) Frame/Model: 0 aF a 0 a) w co c :1; N To c.i U N ai `m n to aa)) V co o > z •ff in cm 52. M a) o o) y U r, a) P. co_c. a H N r =o la G.. z c� c 0 a) of -o 0a o a Service Factor: 0 U C 0 (5 0 0: Enclosure/Type: Diesel 1000 (US gpm) Baker Commodities, Tukwila WA MR. SPRINKLER FIRE PROTECTICTotal Head: .:3;) E 0 N U a 0 CD CD N m a a. a E a U c CO 6) ai 0 d a) 0. E O. M CO a. 0 z E al US -5519-154 0 z a) 0 a Pump Model: Peerless - 5AEF11 Peerless Pump Company - RAPID v8.25.6 - 23rd March 2007, Performance curves CR(E) 3, CRI(E) 3, CRN(E) 3 \ CR(E), CRI(E), CRN(E) 3 H [m]- 240 - 220 - 200 — 180 160 - 140 - 120 - 100 - 80 — 60 40 - 20 - H [ft] 800 750 - -25 (E) 700 650 600 -23 -21 CR(E) 3 CRI(E) 3 CRN(E) 3 2 -pole, 60 Hz -19 (E) 550 500 450 400 350 3'i 250 200 150 100 50 0— - 0 0 -17 -15 (E) — -13 -12 (E) -11 -6 (E) -4 -3 (E) 2 2 4 6 10 12 14 16 18 20 H [ft] 800 750 700 650 600 550 500 450 400 350 300 250 200 150 100 50 0 22 Q [US GPM] 0.0 P2 P2 [kW]- [hp]= 0.10 - 0.15 0.05 - 0.00 0.10 [ISI 0.5 [11111 LO 1.5 2.0 2.5 3.0 3.5 1111 4.0 FI' 4.5 5 0 Q [m;/h] H NPSH [m]— [ft] - 10 2- 5 0- r 0 10 12 14 16 18 20 NPSHR P2 Eff Eff [%] 6• 0 4• 0 20 0 22 Q [US GPM] H [ft] k 10 0 2 4 6 8 10 12 14 16 18 20 22 Q [US GPM] 5 0 TMO2 4084 1303 34GRUNoFo5.i• Technical data CR(E) 3 D2 D1 I!m I° WITH 1/4"TAP G 1/2 PLUG FOR GAUGE/ SENSORS/4 I�r ���t 1111 DRAIN PLUG (G 1/2 PRIMING PORT G1!2) r 3 15116" 15 11116" 6 5116' 7/8" 1"N SU PTAND DISCHARGE M10 40 8 11/16' 4 x e1/2" TMO3 1450 2205 D1 G 1/2 PLUG WITH 1/4 -TAP FOR GAUGE/ SENSOR-� DRAIN PLUG (G1/2 RIMING PORT (G 1/2) 1 1!4"250 Ib.R.F. AND SCHARGE 3/4" nt 4 x et/2" el 3 7 1/16" 8 11/16" 9718" TMO3 1451 2205 Pump type P2 Ph. Oval* [hp] ANSI dimensions [Inch] Ship Wt. nom] ANSI dimensions [inch] Ship Wt. [lbs.] 81 TEFC MLE D1 D2 B1+62 D1 D2 B1+132 CR 3-2 1/3 1 11 97 6.19 5.18 21.26 69 5.55 5.51 19.39 69 3 • 11 97 5.55 4.57 19.41 67 - - - - CR(E) 3-3 1/2 1 • 11 97 6.19 5.18 21.26 73 - - - - 3 • 11 97 5.55 4.57 19.41 67 - - - - CR 3-4 3/4 1 3• 12.68 12.68 6.19 5.55 5.18 4.57 22.59 20.12 78 69 5.55 - 5.51 - 20.10 - 72 - CR(E) 3-5 3/4 1 • 13.39 6.19 5.18 23.30 79 5.55 5.51 22.37 73 3 - 13.39 5.55 4.57 20.83 70 - - - - CR(E) 3-6 1 1 14.09 7.19 5.73 25.28 91 - - - - 3• 14.09 5.55 4.57 21.53 71 7.01 6.57 26.89 90 CR 3-7 1 1/2 1 14.80 7.19 5.73 26.48 95 - - - - 3• 14.80 5.55 4.57 23.42 72 - - - - CR 3-8 1 1!2 1 • 15.51 7.19 5.73 27.19 96 5.55 5.51 24.49 81 3 15.51 5.55 4.57 24.13 73 - - - - CR(E) 3-9 1 1/2 1 16.22 7.19 5.73 27.90 97 - - - - - - - 3 • 16.22 5.55 4.57 24.84 74 7.01 6.57 29.02 99 CR 3-10 2 1 16.93 7.19 5.73 29.49 109 - - - - 3 16.93 7.01 4.33 28.15 96 - - - - CR 3-11 2 1 17.64 7.19 5.73 30.20 110 - - - - 3 • 17.64 7.01 4.33 28.86 101 - - - - CR(E)3-12 2 1 • 18.35 7.19 5.73 30.91 111 - - - - 3 18.35 7.01 4.33 29.57 102 7.01 6.57 31.15 115 CR 3-13 3 1 3• • 20.16 20.16 8.60 7.01 6.87 4.33 34.81 33.39 147 118 - - - - - - - - CR(E) 3-15 3 1 21.57 8.60 6.87 36.22 149 - - - - 3 • 21.57 7.01 4.33 34.80 120 7.01 6.57 34.88 128 CR 3-17 3 1 22.99 8.60 6.87 37.64 150 - - - - 3 • 22.99 7.01 4.33 36.22 121 7.01 6.57 36.30 130 CR(E)3-19 5 1 - 24.41 10.62 7.46 39.93 179 - - - - 3 - 24.41 8.66 5.28 39.92 175 - - - - CR 3-21 5 1 - 25.83 10.62 7.46 41.35 181 - - - - 3 - 25.83 8.66 5.28 41.34 177 - - - - CR 3-23 5 1 - 27.24 10.62 7.46 42.76 182 - - - - 3 - 27.24 8.66 5.28 42.75 179 - - - - CR(E)3-25 5 1 - 28.66 10.62 7.46 44.18 184 - - - - 3 - 28.66 8.66 5.28 44.17 181 8.66 7.40 44.17 172 All dimensions in inches unless otherwise noted. 'Oval flanged pump B1 and B1+132 dimension is one inch less than ANSI flanged pump and weight is approximately 9 lbs. less. • Available. GRILIINCOFOS•� 35 PEER&EsS Peerless Pump Company PUMP Indianapolis, IN 460207-4026 PEERLESS PUMP PJPC JOCKEY PUMP CONTROLLERS Description— Peerless Pump Company standardized jockey pump controllers are intended for use with fire pump systems. They are used for pressure maintenance in fire pump installations to prevent unnecessary cycling of the main fire pump. The standardized jockey pump controller is designed to offer a lower cost alternative within a specific voltage/horsepower range. Approvals These standardized jockey pump controllers are listed by Underwriters' Laboratories, Inc., in accordance with UL508A, Standard for Industrial Controls, and Canadian UL, Standard for Industrial Control Equipment. They are built to meet or exceed the requirements of the approving authorities as well as NEMA and the latest edition of NFPA70, National Electrical Code. Standard Features—The following are included as standard with each controller: • NEMA Type 1 Enclosure • Combination Disconnect Switch/Overload Relay • Motor Contactor • HAND -OFF -AUTO Selector Switch • POWER ON Pilot Light • Control Circuit Transformer • 15-290 psi (1-20 bars) SPDT Snap -Action Type Pressure Switch with 15-120 psi (118 bars) Differential, Suitable For Fresh Water Applications • Minimum Running Period Timer adjustable from 3-300 seconds (No options are available) Application—Standardized jockey pump controllers are manufactured for use within a specific application range. These controllers may require adjustments to the overload relays and control circuit transformers in order to meet the specific need. NOTE: These controllers are NOT Suitable for use as service equipment. Appropriate branch circuit protection must be installed ahead of the controller in accordance with NEC, National Electrical Code. All adjustments and installation should be performed by qualified personnel. Configurations—The controllers are available only in the following configurations: PJPC 269953901 3/4-1 HP 440-480v/3Ph/60 Hz 1/3 HP 200-208-230/3/60 1/2 HP 230/3/60 PJPC 269953902 1/2 HP 200-208-/3/60 3/4 HP 200-208/3/60 3/4 HP 220-240/3/60 1.5 - 2 HP 440-480/3/60 PJPC 269953903 1 HP 200-208/3/60 1 - 1.5 HP 220-240/3/60 3 HP 440-480/3/60 PJPC 269953904 1.5 - 2 HP 200-208/3/60 2 HP 220-240/3/60 5 HP 440-480/3/60 PJPC 269953905 3/4 -1 HP 380-415/3/50-60 PJPC 269953906 1.5 HP 380-415/3/50-60 PJPC 269953907 2 HP 380-415/3/50-60 PJPC 269953908 1/3- 1/2HP 120/1/60 PJPC 269953909 3/4 HP 120/1/60 PJPC 269953910 1/3, 1/2 HP 460/3/60 PJPC 269953911 1/3, 1/2 HP 380-415/3/50 PEIN SS Peerless Pump Company PJPC PEERLESS PUMP JOCKEY PUMP Indianapolis, IN 46207-7026 CONTROLLERS -el— 12 5/16 [313] o (4) .28 [7] DIA MOUNTING 1 HOLES 11 [279] 44171 2 3 0 I I 4 50 I I 1 Q �ry 3 [77] 11 [279] IN 14 5/16 [364] SYSTEM PRESSURE CONNECTION 1/2 FNPT $ 4 [102] L 0 j CONDUIT I ENTRANCE I TOP & L BOTTOM a --au 7 [ 178] 6 5/8 [168] LEGEND: 1. DISCONNECT SWITCH HANDLE 2. LABEL "POWER ON" 3. POWER ON PILOT LIGHT 4. LABEL "HAND OFF AUTO" 5. H—O—A SELECTOR SWITCH 1 [25] 1 [25] Dimensions ore in inches (mm) Customer Job Name P.O. No. Item No. Invoice No. Serial No Motor Mfr. Enclosure Frame Hp Volts Ph Hz (" Pump Size & Type, Style RPM GPM Total Hd in Ft Certified for 0 Approval ❑ Construction By Date Subject to change unless certified for construction Drwg No.4854221 3—PHASE INCOMING LINES Peerless Pump Company Indianapolis, IN 46207-7026 Li _1_ L3 MOTOR STARTER LTA PJPC PEERLESS PUMP JOCKEY PUMP CONTROLLERS NOTE CUSTOMER MUST PROVIDE A SURAMLE SHORT ORCUTr PROTECTIVE DEVICE AHEAD OF THIS CONTROLLER IN ACCORDANCE WITH NEC, NATIONAL ELECTRICAL CODE Customer P. C). No, 2 5 6 FU FU L1. �L20 uiA.A 4Fu 120 VAC M O I a t O I �T2 ` MCITOR 0 TRANSFORMER CONNECTIONS 220-240/ 200-22C I. Q I H1 ! H2? ?H3 QH4 11 XfMR CONNECTED I PER NAMEPLATE I I X24 — d --'bXF oX1 L__ I 110-120V -J 0 1 H A 3 3 •--M-o l o 1 --I-- 4 L4 --01SSo-" 5 N.,/ w UNE TERMINALS—NINE GAMED, ANO QUANTITY (CU) O MAXIMUM MOTOR HORSEPOWER WIRE U ¢E PERsE 200-201V 220-241N 38O -415V 440- 4IV 2 2 2 6 114 SMI -412 A2/01 (1) 23 MM —4 MM MOTOR TERMINALS—NIR CArACIIr MID QUANTITY (CLI) 01 MAXM UTA MOTOR NMI WINTER WINE 512E PER PW 6E 200—®V 20 220-24TN 3e0 -415V 440-480W 2 2 2 3 (2) 04 AWC-4I0 an (2)23 MM1-4NM2 OMOR CORRECT WIRE SIZING. RGf'6R TO KA MAUL 67tcrffic L CODE, NFPA 7D. NOTE CONTROL ANO ALARM TERAN NMS FOR CU= MEN CONNECTIONS INANE 33MM SLOTTED SCRAM ORNEN Invoice No. Motor Mfr. Pump Size & Type, Style Enclosure Item No. Serial No Certified for ❑ Approval ❑ Construction By Subject to change unless certified for construction Ref. WS505L-01 Oct -04 3 --PHASE w caMwG LINE Lt LZ 1. I I I I I O• TO NJSTARTER Job Name wow I PRESSURE SYSTEM W NNECTION 1/e FNPT POWER ON 5 T INN RUN TIME ON DELAY 3-300 SEC WJI1W COPASSY t +14 Aric-I6 IMC 1 28 Mir -111 MYl Frame Hp RPM GPM Volts Total Hd in Ft Ph Hz Date Drwg No.4854222 Rev. 8-16-05 TERMINAL TIGHTENING TOROUE TERMINAL TYPE NRE SIE TIGHTENING TCR pp p 7ERMMWS ARM 20. 4 A1193 (B IN*+l Invoice No. Motor Mfr. Pump Size & Type, Style Enclosure Item No. Serial No Certified for ❑ Approval ❑ Construction By Subject to change unless certified for construction Ref. WS505L-01 Oct -04 3 --PHASE w caMwG LINE Lt LZ 1. I I I I I O• TO NJSTARTER Job Name wow I PRESSURE SYSTEM W NNECTION 1/e FNPT POWER ON 5 T INN RUN TIME ON DELAY 3-300 SEC WJI1W COPASSY t +14 Aric-I6 IMC 1 28 Mir -111 MYl Frame Hp RPM GPM Volts Total Hd in Ft Ph Hz Date Drwg No.4854222 Rev. 8-16-05 QUOTE: Mr. Sprinkler FOR: Jeff Telephone: Email: Reference: QUOTE NUMBER QUANTITY SALES CODE Yir-c. -.r DATE OF QUOTE 11-1-11 Visit us on our website at: I PART NUMBER DESCRIPTION Thank you for your inquiry. We are pleased to offer the following quotation for your consideration: One - 32' Diameter x 20' Nominal Sidewall Height Factory Coated Bolted Steel Water Storage Tank, 125,492 Nominal Capacity Gallons,with 87,844 Useable Gallons, Designed in Accordance with AWWA Dl 03-09 FM 50 Approved Specifications, Seismic Zone 4, 100 MPH Windload, Sand Dune Ext, 25 PST Live Deck Load, Flat Tank Bottom and equipped as follows: Furnish and Install 1- 20" Diameter center deck dome with screened ventilator 1- 24" Square hinged deck manway 1- 24" Shell manway Shop Drawings, calculations with Calif. Stamp 1- Galvanized outside ladder w/safety cage, and anti -climb closure with hinge and locking cover 1- Galvanized inside ladder Anchor stirrups, clips (if required) 1- ''Y2" Fiberboard 1- 10' Galvanized deck perimeter handrails 1- 10" Internal overflow weir cone with external nozzle and downcomer pipe 2' from around level I- Liquid Level Indicator with stainless steel float and target board 2- 8 Nozzles 1- 8 Suction nozzle with anti -vortex plate 1- 24" x 46" Flush type cleanout with 2 -piece lids Anchor bolts — customer installed Foundation design with customer supplied soils report 1 -Tank bottom nozzle (bottom piping supplied and installed by others) 1-4 mil poly sheeting Hardware: Galvanized bolts, nuts, washers and gaskets are standard. Plastic encapsulated head bolts for interior vertical and deck seams. Coating: Interior and both sides of bottom painted one coat of Trico Bond EP thermoset corrosion resistant powder epoxy (7 mils avg. DFT). Exterior painted one coat of Trico Bond EP thermoset corrosion resistant powder epoxy with finish coat of tan performance urethane (4.5 inils avg. DFT). Coating are electrostatically applied over a minimum SSPC-SP 10 near -white blast and thermally cured. CTT coatings are applied within a controlled enviroinnent and blast is achieved using a steel grit and shot mix. (Color other that tan optional at an additional charge of $600.00 per order). ( Non -Prevailing XX l 1 7 Page 2 QUOTE NO. — QUAN'1'11 V Page 3 PART NUMBER DESCRIPTION Net price, tank and accessories, delivered and erected: `Included in the above base price of the tank erection is a water leak test by our erection crew, provided sufficient free clean water is available to fill the tank within 24 hours after completion of tank erection. Filling the tank is the responsibility of the customer. Water for the initial filling and for any subsequent re -fillings required for water testing, is the responsibility of the customer. Customer must furnish pumps, hoses, etc. for filling tank. Customer is responsible for emptying and disposing of water after testing of tank. Should water not be available for the water test, which would require the return of our crew at a later date, will be an additional charge of $2,500.00. (This additional charge is for travel expenses only and not for leak test repairs.) Vacuum Test on interior bottom only. Exceptions/Clarifications: •This quote does not include disinfection, chlorination, switches or bonds *Unless otherwise quoted Columbian Steel Tank Standard Design & Accessories used •Tank site to be accessible for 40' trailers •Foundation installation by others •Liquidated damages not accepted *Interior, exterior piping, blinds, valves and plugs by others unless quoted otherwise • Unloading by Darrell Thompson Tank (if crew is available and arrangements have been made prior) within 50' of tank pad, if upon tank delivery pad is ready for tank erection, if not unloading will be by others within same parameters * Accessible location with no delays for crews and equipment 'Field welding by others 'Climb prevention shield to be Columbian anti -climb closure with hinge locking cover And standard safety -climb •Holiday testing and mil thickness test to be done in factory (if required) in lieu of field testin *Grouting to be done by others •Customer is responsible for closing up tank upon completion if customer is not ready to fill *Any 11 month inspection to be done by others *All trash removal containers necessary for on job cleanup to be supplied by others NOTE — Erection crews are not approved for leak test schedule authorization. Addendums received QUOTE NO. — QUAN'III 'Y PARI' NUMBER DESCRIPTION Prices are firm for 30 days (subject to steel price increases. If Seller's steel or other material suppliers increases its prices materially to Seller prior to delivery of goods, Seller may increase selling price of the goods by an amount equal to the percentage increase in the cost of Seller's steel or other materials from date of Buyer's acceptance of Seller's offer and the effective date of steel or other material increase to Seller), and do not include fees, permits or duties. Upon tank completion, retention is to be held for no more than sixty - (60) days. Freight and sales tax are included. Terms of Payment: Materials due Net 30 upon shipment with progressive payments on tank erection. If shipment is delayed by customer, we reserve the right to delay tank erection if payment on tank invoice is not paid in accordance with stated terms. No retention unless previously agreed upon (this retention would be held until completion of tanks, not completion of total project). Darrell Thompson Tank defines "substantial completion" as ready to hydrostat/leak test the tank in the event that water is not available at the time of tank erection completion to begin final testing. Al] terms of payment are subject to approval by our Credit Department. Delivery: Approximately 8-10 weeks after approval of drawings (if approval required) and settlement of all details. Please allow 3-4 weeks for preparation of submittal drawings. Governing Codes: Tank utilizes those standards, specifications and/or interpretation and recommendations of professionally recognized agencies and groups such as AWWA, API, ACI, AISI, AWA, ASTM, Factory Mutual, U.S. Government, etc. as the basis in establishing its own design, fabrication and quality criteria, standards, practices, methods and tolerance. Leak Test: If upon filling of tank the customer field there is a bottom leak Darrell Thompson Tank will return to jobsite to check for such leaks. If the bottom is not leaking then Darrell Thompson Tank will charge a return trip charge of $2,500.00. Warranty: Upon erection, each tank is warranted for a period of ONE (1) year. Note: Any type of equipment required to assist Darrell Thompson Tank onto jobsite daily will be supplied by others. Note:**Any Punch list items that need to be addressed will have to be completed and signed off prior to erection crews completion, If a return trip is required for punch list items then there will be an additional cost plus 15%. ***tiny items or specifications not specifically mentioned above are not a part of this quotation. This quotation represents our complete offering. If there are any conflicts between your requirements or the plans and specifications and what we have quoted, our quotation shall govern. jDurovaIs. Pump Suction Tanks Steel tanks for fire pump suction are used to provide a reliable source of water at desired rates and durations for fire protection purposes under anticipated design conditions. Tanks consist of a cylindrical shell, floor and a roof all of which rest on a foundation. Tanks are filled with water from an outside source and withdrawn in emergency situations. Accessory items are provided to monitor the water level, gain access for inspection and repair and to prevent positive and negative pressures which could impair the structural integrity of the tank. Consideration shall be given to tank heating equipment and/or insulation in colder regions to keep water from freezing. FM Approvals recognizes five (5) earthquake zones: 50 -yr, 100 -yr, 250 -yr; 500 -yr, and >500 -yr. With this methodology, zone 50 -yr is the most severe. These earthquake zones are unique to FM Global and FM Approvals and do not necessarily correlate with the zoning of other code bodies such as the AWWA. Refer to the earthquake maps contained in FM Global Loss Prevention Data Sheet 1-2 to determine the applicable earthquake zone. An approximate correlation is shown below. New FM Earthquake Zone Designation Return Period of Damaging Ground Motion Former FM Earthquake Zone Designation Probable AWWA Earthquake Zone Desigation I 50 -yr Up to 50 years leVelle061112.1., 40 __J i 4 ll 100 -yr 51 to 100 years 70 4 250 -yr id 101 to 250 years No correlation 1 3 500 -yr 251 to 500 years 150 3 >500 -yr >500 years 1000 i 0,1 and 2 Tanks erected in FM Global Earthquake Zone >500 -yr do not require a seismic analysis to comply with FM Approvals requirements but it may be required by other codes or regulations. Tanks that are designed for a particular zone shall be permitted to be erected in other less severe zones. For instance, a tank Approved for Earthquake Zone 50 -yr shall be permitted to be erected in any of the zones. A tank Approved for Earthquake Zone 250 -yr shall be permitted to be erected only in Earthquake Zones 250 -yr, 500 -yr and >500 -yr. Tanks designed for Earthquake Zone >500 -yr shall only be erected in Earthquake Zone >500 -yr. In order to obtain Approval tanks must be designed to resist a minimum 3 second peak gust wind speed of 90 miles/hour (40 m/sec) and a minimum live load (snow) of 15 Ibs/R (0.75 kN/m2 ). The specific tank sizes (diameters, heights and capacities) that are Approved for each manufacturer are shown in the individual listings as well as the design conditions that were used. Unless shown otherwise, all tanks are designed to resist a 95 mph (42 m/sec) wind speed for an Exposure C, a roof live (snow) load of 25 lbaf(1.2 kN/m2 ) and for FM Global Earthquake Zone >500 -yr (non -seismic). Manufacturers are also eligible to design and fabricate other size tanks however these tanks would need to be submitted to FM Approvals for review and Approval. Approval is denoted by a permanent nameplate attached to the tank near the shell manway. The nameplate shall contain the manufacturers name and address, the Approval mark of FM Approvals, the nominal tank capacity, diameter and height, the type of roof ("FMS" for supported roofs or "FMSS" for self supported roofs), the date of fabrication and the most severe FM Global Earthquake Zone where it may be erected. Other information may also be shown. Pump Suction Tanks, Steel, Bolted 85,000 gallons All tanks shown in the tables below are designed to resist a 95 mph (42 m/sec) wind speed at an Exposure C, a roof live (snow) load of 25 psf (1.1 kN/vii) and have been designed for erection only within FM Global Earthquake Zone > 500 -yr (non -seismic) unless shown otherwise. © 2007-2011 FM Approvals. All rights reserved. 1 of 8 Tank Diameter I Capacities Dia (ft) 21.5 26.2 29 7 � 32.7 38.6 41.6 I 47.5 r 55.0 in Gallons m3 = Gal = 264.17 Dia (m) 6.6 8.0 [ 9.1 10.0 11.8 £ 12.7 14.5 16.8 [, of Ht I Rings!! (ft) Ht (m) FMS * FMS * FMS FMS * FMS I t FMS J FMS J FMS 12 1 i 16.1 —_. 4.9 42,800 _..1_. 63,000 84,000 94,0006, e _ 131,000b 11162,000 . l_ ____, __ _i 182,000 -._._ 250,000 © 2007-2011 FM Approvals. All rights reserved. 1 of 8 24.21 7.4 l 4329.8 5 40.31112.3 148.41 FM Approvals' 64,000b €195,0008 [ :122,0006, 147,0006,' 205,000b f 238,0001 j 314,000 (1416,0006 l i I! d L__ e _._j 1I 0 � } 86,000 I `127,000 1 1163,000 200,0001276,000b 11321,00011420,0-0-611561,000b 1 1 108,000 11-1-6-670C)-(31 208,000f I 250,000 i 347,000 l 40 06 001 i 532,00011700,0009 1 X 11 X 1 250,000302,000 1-3F-11 X !MI I X E The following notes apply to both the table shown above and the individual tanks shown below: 1 Designed for a 15 psf (0.7 kPa) roof live (snow) load 2 Designed for a 20 psf (1.0 kPa) roof live (snow) load 3 Designed for a 25 psf (1.1 kPa) roof live (snow) load 4 Designed for a 30 psf (1.4 kPa) roof live (snow) load 5 Designed for a 35 psf (1.7 kPa) roof live (snow) load 6 Designed for a 40 psf (1.9 kPa) roof live (snow) load 7 Designed for a 45 psf (2.1 kPa) roof live (snow) load 8 Designed for a 50 psf (2.4 kPa) roof live (snow) load 9 Designed for a 52 psf (2.5 kPa) roof live (snow) load 10 Designed for a 67 psf (3.1 kPa) roof live (snow) load 11 Designed for a 60 psf (2.8 kPa) roof live (snow) load a Designed for a 100 mph (44 m/s) wind load b Designed for a 105 mph (46 m/s) wind load C Designed for a 110 mph (49 m/s) wind load d Designed fora 115 mph (51 m/s) wind load e Designed for a 120 mph (53 m/s) wind load f Designed for a 125 mph (55 m/s) wind load 9 Designed for a 130 mph (57 m/s) wind load h Designed for a 135 mph (59 m/s) wind load Designed for a 140 mph (62 m/s) wind load I Designed for a 145 mph (64 m/s) wind load k Designed for a 150 mph (66 m/s) wind load Capacity Size FM Global EQ Zones where the tank may be erected Gallons (m I Diameter, ft imI Height, lml Notes ! Roof Typal >500 -yr l 500 -yr 250 yr 100 -yr 50 -yr 11,700 (44) 13.8 (4.2) 11.0 (3.4) a l FMS 1€ X - - - 21,500 (81) 15.4 (4.7) 16.1 (4.9) a,6 1 1 FMS X - - - - 22,000 (83) 18.5 (5.6) 13.0 (4.0) a [ FMS I X I - - - - 79,000 (299) 18.5 (5.6) 40.2 (12.3) - 1 FMSS i X l i 32,000 (121) 18.8 (5.7) 16.1 (4.9) f 1 1 1; FMS/FMSS11 X 0 _ _ _ _ 17,000 (64) 21.5 (6.6) 8.1 (2.5) a FMSS { X X X - - 39,000 (148) 21.5 (6.6) 16.1 (4.9) a { FMSS X 1 X X - - l b l € E FMS f i X - - - 55,00021.5 (208) - (6.6) 20.8 (6.3) a ! € FMSS €i X X X - - - 62,000 (235) 21.5 1.._ (6.6) 24.2 (7.4) 70,000 (265) 21.5 (6.6) 26.2 (8.0) a I i F FMSS # X - - - ® 2007-2011 FM Approvals. All rights reserved. 2 of 8 85,000 21.5 32.2 (322) (6.6) (9.8) 114,000 21.5 42.3 (432) (6.6) (12.9) 58,000 26.1 16.1 (220) (8.0) (4.9) 61,500 26.1 16.1 (233) (8.0) (4.9) 85,000 32.7 20.0 (322) (10.0) (6.1) 90,000 26.1 24.2 (341) (8.0) (7.4) 95,000 26.1 24.2 (360) (8.0) (7.4) 125,000 26.1 32.2 (473) (8.0) (9.8) 127,000 26.1 32.2 (481) (8.0) (9.8) 155,000 26.1 40.3 (587) (8.0) (12.3) 160.000 26.1 40.3 (606) (8.0) (12.3) 176.000 26.1 44.4 (667) (8.0) (13.5) 193,000 26.1 (731) (8.0) 48.4 (14.8) 225,000 26.1 56.4 (946) (8.0) (17.2) 93,000 24.2 26.2 (353) (7.4) (8.0) 102,000 26.2 26.3 (386) (8.0) (8.0) 104,000 26.7 26.2 (394) (8.1) (8.0) 74,000 28.1 21.5 (280) (8.6) (6.6) 100,000 29.7 20.0 (378) (9.1) (6.1) 53,000 29.7 16.1 (201) (9.0) (4.9) 101,000 29.7 20.1 (382) (9.0) (6.1) 96,000 29.7 24.2 (363) (9.0) (7.4) 132.000 29.7 26.2 (500) (9.0) (8.0) f F1 Approals a FMSS X X X FMS X a FMSS X X X a FMSS X a FMS X X X X X a FMSS X X X a FMSS X a FMSS X X X a FMSS X a FMSS X X X a FMSS X FMSS X a FMSS X a FMSS X a FMS X a FMS X a FMS X a FMSS X g FMS X a FMS X X X X X b FMS/FMSS X a FMS X X X X X a FMS X © 2007-2011 FM Approvals. All rights reserved. 3 of 8 F 458,000 54.9 1 32.2 .(1734) (16.7) (9.8) /I 575,000 154.9 1' 34.3 (2177) s (16.7) (10.5) M Approvals• a FMS X E 202,000 55.0 18.1 I (5.5) (763) (16.8) 345,000 55.0 26.2 (1306) j (16.8) (8.0) 366,000 (1385) (19.9) 65.4 16.1 (4.9) a FMS i!f X X X FMS X e FMS X X X X X ( a EMS X --1i X } 386,000 (1461) 385,000 (1457) I 590,000 I (2233) 790,000 (2991) 65.4 (19.9) 16.1 (4-9) a, 10 65.4 IF -1671----1 a (20.0) ) (4.9) II / EMS X FMS X (20.0) (7.4) I a j 65.4 24.2 65.4 32.2 (20.0) (9.8) 995,000 65.4 40.3 (3766) (20.0) (12.3) j 442,000 69.8 € 16.1 (1673) � 1 (21.3) ; (4.9) X a FMS a I FMS X i1 615,000i] 74.3 242 8 k FMS X (2327) I (22.6) i (7.4)hit 345,000 (1305) 1,000,0001 (3785) J 865,000 (3445) 74.3 I 16.1 (22.6) ti (4.9) 92.1 (28.1) 24.3 (7.4) 99.5 i, 18.1 (30.3) 1,360,000 I 99.5 1 (5148) f (30.3) (5.5) 26.2 (8.0) 8, k I j FMS I i J a X ti X U X X X X 3, a 1FMS X jjjj X p€ - FTia -t a FMS a I FMS X i1 615,000i] 74.3 242 8 k FMS X (2327) I (22.6) i (7.4)hit 345,000 (1305) 1,000,0001 (3785) J 865,000 (3445) 74.3 I 16.1 (22.6) ti (4.9) 92.1 (28.1) 24.3 (7.4) 99.5 i, 18.1 (30.3) 1,360,000 I 99.5 1 (5148) f (30.3) (5.5) 26.2 (8.0) 8, k I j FMS I i J a X ti X U X X X X 3, a FMS X X Company Website: htto://www.cst-storage.com Listing Country: X X Company Name: CST Storage Company Address: 9701 Renner Blvd, Suite 150, Lenexa, Kansas 66219, USA Company Website: htto://www.cst-storage.com Listing Country: United States of America Tank Capacity, gallons: 85,000 Tank Capacity, m3: 322 Tank Diameter, ft: 32.7 Tank Diameter, m: 10.0 Tank Height, ft: 20.0 Tank Height, m: 6.1 Wind Speed, mph: 100 Wind Speed, m/sec: 42 © 2007-2011 FM Approvals. All rights reserved. X 7 of 8 Live (Snow) Load, Ibs/ft2: Live (Snow) Load, kNim2: Earthquake Zone: Certification Type: 25 1.2 50 -yr FM Approved fM Rpproualsv © 2007-2011 FM Approvals. All rights reserved. 8 of 8 ABBREVIATIONS Adjustable Above Finished Floor Authority Having Jurisdiction American National Standards Institute Automatic Sprinklers American Society of Mechanical Engineers Automatic Sprinkler Riser American Society for Testing and Materials All Thread Rod Auxiliary Alarm Valve American Welding Society Below Beam Below Deck Backflow Preventor Butterfly Valve Below Joist Branchline Building Base Of Riser Brass Chrome Cast Iron Centerline Cut On Job Column Concrete Coupling Chlorinated Polyvinyl Chloride Combination Standpipe Coach Screw Rod Center Check Valve Detector Check Valve Ductile Iron Down Dry Standpipe Existing Extended Coverage Engineered Fire Systems Elevation Elbow Fitting Earthquake Brace Exposed Flanged Fire Department Connection Fire Hydrant Fire Hose Cabinet Fire Hose Valve Floor Factory Mutual Research Face Of Wall Fire Protection Flow Switch Foot Field To Order Grooved Gauge Galvanized Glass Bulb Groove One End Groove -O -Let Gallons Per Minute Grooved Reducing Coupling Gate Valve Hilts Drop-in Anchor Horizontal Sidewall Height Hose Valve Inside Diameter Mechanical Mechanical Joint Most Remote Area Mechanical Tee National Fire Protection Not In Contract Number National Pipe Thread Not To Scale On Center Outside Diameter Ordinary Hazard Outside Screw & Yoke Plain End Post Indicator Valve Property Line Point Of Connection Pressure Regulating Valve Pressure Switch Pounds Per Square Inch Polyvinyl Chloride Quick Response Residential Riser Nipple Side Beam Bracket Schedule Sheet Standpipe Sprinkler Square Standard Spray Pendent Standard Spray Upright Switch Thread Tee Fitting Threaded Lightwall Thread One End Top Of Riser Thinwall Typical Uniform Building Code Uniform Fire Code Underground Underwriters Laboratories Unless Otherwise Noted Valve Vertical Sidewall Water Motor & Gong Weld -O -Let Wet Standpipe Water Association SYMBOL LEGEND —O —®--- T Upright Sprinkler On Line Upright Sprinkler on 1" Sprig Pendent Sprinkler On 1" Drop Horizontal Dry Sidewall Sprinkler Sprinkler Branchline Sprinkler Main Change in Pipe Elevation System Riser 1z Hydraulic Reference Point —1 \Nf a Grooved Coupling Grooved Cap Threaded Cap 2 Way/4 Way Earthquake Brace / Hanger Substitute for Bracing Centerline / Property Line Electric Bell Branchline Hanc _:r Location D Without Comments riS As Noted in Red 17( Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance Is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: - I )- By: l ' I c TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval. DESIGN DENSITY MATRIX DESIGN DENSITY MATRIX CALCULATION AREA AREA USEAGE OCCUPANCY DENSITY (gpm per sq. ft.) AREA OF OPERATION HOSE ALLOWANCE Onside/outside) SYSTEM VOLUME COMMENTS RENDERING PLANT RENDERING PLANT ORDINARY HAZARD GROUP II .20 _/4500'SQ.- -Th000/000 000/000 gpm ±370 GALLONS 00 WATER TREATMENT WATER TREATMENT PLANT ORDINARY HAZARD GROUP II .20 3500 SQ. FT. gpm ±450 GALLONS 00 TITLE SHEET DRAWN H. MORGADO 4 PHONE A\ \ WATER DEPARTMENT ARCHITECT MR. SPRINKLER • FIRE PROTECTION 100 DEREK PLACE; SUITE 100, ROSEVILLE, CA 95678 (916) 773-7036 FAX (916) 773-6995 Lie. # MRSPRSF922L5 DATE 9-21-11 1-/1\ COMMENTS 0 SYSTEM IS A DOUBLE INTERLOCK PREACTION SYSTEM O DESIGN DENSITY IS PER FACTORY MUTUAL O DRY SYSTEM SPRINKLER LEGEND ADJUST SPRINKLER TEMPERATUR SE`-ASTErattIRE®'RERIFPA, • MBOL (0 0 Ms BEL TYCO TY -B UPRIGHT TYCO TY -B UPRIGHT - CT 0ICE ", - \- ��\___,, SPRINKLER TOTALS: COMMENTS TY4151 TY3151 8.0 5.6 17/32" 1/2" 3/4" 1/2" Fl H B PASS BRASS 286° 200° R N N ,P lib 0 TER TREATMENT PUMP RO0 M`~OMMENTS l23 0 2 I Z� 2 RETURN BEND PITCH BRANCH LINE %.-71 7'-O" MAX. UNION — fi TEST VALVE IN READILY ACCESSIBLE LOCATION PLUG - FOR TESTING REMOVE AND INSTALL TEMPORARY CONNECTION SMOOTH BORE CORROSION -RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER 45' ELL INSPECTORS TEST/AUX. DRN. ASSEMBLY DRUM DRIP DETAIL FROM DRY SYSTEM (2) 1" GLOBE VA. I x 0-6 NIPPLE 2 x 1-0 NIPPLE I x 0-6 NIPPLE I" PLUG NTS NTS GENERAL NOTES 1. The system design and installation shall comply with NFPA 13, 2010, requirements of Authority Having Jurisdiction, and Factory Mutual. 2. Hazard classification: See Design Density Matrix 3. Provide spare sprinkler head cabinet and additional sprinklers as required. 4. All threade Wet Syste Dry and Preaction System: 1 " . . - . ti _ Ivanized 5. All groovedale Wet System (pump house): 4" - DynaFlov�r=`B1c1'Set' 6" - EzFlow - Black Steel 8" - Sch. 10 - Black Steel cDry and Preaction System: �D • aF ow_ - Galva iz - d 6" - EzFlow - Galvanized 6. Fittings shall be class 125 threaded cast iron ASME B16.4. 7. All threaded pipe and fittings shall have threads cut to ASME standard B1.20.1 8. All pipe welding shall be in compliance with the requirements of AWS B2.1. 9. All piping shall be earthquake braced as outlined in NFPA 13 2010. 10. All piping is to be hydrostatically tested at 200 psi minimum, for a period not less than two hours. 11. Provide signs for all control, drain, test connection valves.. 12. Provide required clearance around all penetrations per NFPA 13 paragraph 9.3.4 13. Provide auxiliary drains as required per NFPA 13, 2010. 14. All penetrations through fire rated assemblies shall be sealed in accordance with a UL approved system to maintain the integrity of fire rated assembly. 15. Water Supply Information: 1000 gpm @ 100 psi Fire Pump w/ Water Storage Tank 16. Provide flexible couplings at the top and bottom of all vertical pipe runs that feed mezzanines and similar structures. 17. Water Storage Tank Information: Diameter - 32'-0" Height - 20'-0" Nominal Capacity - 125,492 Gallons Usable Capacity - 87,844 Gallons Greatest Sprinkler System Demand - 1,229.6 GPM Duration - 60 Minutes Total Fire Sprinkler Water Required - 73,776 Gallons Tank to be designed in accordance with AWWA D103-07 and FM50 approved 18_ Final'~toceptane wild' be btFactory Mutua satisfactory field examination and corr.pk-tion of the Contractors Material and Test Certificate for Automatic Sprinkler Systems (FM Form 85A). FILE PAID DEC 21 2011 TUKWILA FIRE 1 e Protect/f7SY7 may/ �1ei ate Certifi t Lj w6^ /Howard Angelo Morgado 308-08-8084 :$'j; a Spri��b s 4rough Decefi e Howard Morgado Certification Number 77820 Level IV Washington State Certificate of Competency 308-08-8084 Level III MK DATE BY REVISION APPROVALS CONTRACT WITH SEATTLE RENDERING PLANT — BAKER COMMODITIES 5795 SOUTH 130TH PLACE/6\ TUKWILA, WASHINGTON 98178 SYSTEM SEE NOTES 1 4110 OCCUPANCY SEE NOTES 2 ADDRESS 5 3 CITY TITLE SHEET DRAWN H. MORGADO 4 PHONE A\ \ WATER DEPARTMENT ARCHITECT MR. SPRINKLER • FIRE PROTECTION 100 DEREK PLACE; SUITE 100, ROSEVILLE, CA 95678 (916) 773-7036 FAX (916) 773-6995 Lie. # MRSPRSF922L5 DATE 9-21-11 3 NO. /2N12 -9-11 HM PER FM COMMENTS DDRESSJOB DRESS ADRY SCALE AS NOTED 1 OF 7 /\11_17_11 HM FM COMMENTS Se FIELD CONDITIONS PHONE HANGER DETAILS *HANGER RODS TO BE INSTALLED TIGHT TO PIPE TO PREVENT UPWARD MOVEMENT* MAXIMUM DISTANCE BETWEEN HANGERS NOMINAL PIPE SIZE (in.) 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" STEEL PIPE EXCEPT THREADED UGHTWALL N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 THREADED UGHTWALL STEEL PIPE N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A HANGER ROD SIZES NOMINAL PIPE SIZE (in.) 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" STEEL PIPE EXCEPT THREADED LIGHTWALL N/A 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" THREADED UGHTWALL STEEL PIPE N/A 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" *(2) #i4 X I TEK SCREWS FIG. 58 THREADED SIDE BEAM BRACKET FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER HANGER #1 () SIDE BEAM BRACKET, ROD $ RING "Z" PURLIN CONSTRUCTION * PER MANUFACTURES LISTING EST/ i- V &G- \ v V' U `/ \-iI O NS "--,,- 1.- ��,-.N,-..-., --v- /-N-� EISMrC—BRAOIN r O B3'E INNAC-O RUANCgg,Wr H-FWIt .LORAL EI .OPE.. FV TI D SN. T�2.478- R I,QI E-FRET-I.ON-QF TRE-P,Oi . RQ, YSTEMS R • CE E'TICAL CROSSMAIN OR FEEDMAIN PIPING, REGARDLES Q $IZE, IIy.AC,COR A wTI .. ATOP ,SJIEEE 2-8, PROVIDE 4 -WAY BRACIN A Q5HE TQQAND BOTTOM OF VE' IC • L ' P RRdi4\C'ATE'EA'e1 BRAGEtON THE LARGEST DIAMETER PIPE WITHIN 2' OF THE FeSPtGI IVEPI'ING T R1G.�''HIS INCLUDES FEEDMAIN-PiPH'FOR-AC AREAS PROTECTING MEZZANINES. X 4 1 �'�►dD"i�' l' A�L,���` �� ��,�,�,�,G5 ` L, `T`R- u A u Tol-Brace Seismic Calculations 0 boa@0 TOL—BRACE 6.1.2 Seismic Calculation Software far the Fire Protection Industry www.tciw.eom Corona. Ca. 92879 (909) 737-5599 Incorporates TiA 02-1 Cp Brace Information Tolco Brace Components Maximum Spacing = 80 Feet Length of Brace = 7'-0" Bracing Material = lin. Sch.40 Angle from Vertical = 45° Min. Least Radius of Gyration = 0.42" L/R Value = 200 Maximum Horizontal Load = 1310 lbs. Fig.4L Sway Brace Clamp = 1096 lbs. Fig.980 Universal Swivel = 1980 lbs. Calculation based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail SEE BRACING ASSEMBLY DETAIL THIS SHEET Fastener Information Fastener Orientation = NFPA Type B Type of Fastener = Tolco Fig. 828 Diameter of Fastener = N/A Length of Fastener = N/A Maximum Load = 2015 lbs. Brace Identification Longitudinal Orientation of Brace Longitudinal Load Information - G factor = .70 Size, Type, and Length of Pipe with Assigned Load 4" Sch.7 Pipe 80 Ft. 632 lbs. 1 1/2" Sch.7 Pipe 140 Ft. 280 lbs. Percentage added for Fittings and Sprinklers 15% 95 lbs. Total Assigned Load of all Pipe within Zone Of Influence 727 lbs. RAS DETAILS TO STEEL FIG. 65 LOCKING THREAD BEAM CLAMP CONNECTION FIG. 601R-7 RETAINING STRAP Tol-Brace Seismic Calculations 0 IRSM TOL—BRACE 8.1.2 Seismic Cdcufe8on Software for the Fire Protection Industry www.toicocom Corona, Ca. 92879 (909) 737-5599 Incorporates 11A 02-1 Cp Brace Information Tolco Brace Components Maximum Spacing = 40 Feet Length of Brace = 7-0" Bracing Material = lin. Sch.40 Angle from Vertical = 45° Min. Least Radius of Gyration = 0.42" L/R Va€ = = 200 Maximum Horizontal Load = 1310 lbs. Fig.1001 Sway Brace Clamp = 1803 lbs. Fig.980 Universal Swivel = 1980 lbs. Calculation based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail SEE BRACING ASSEMBLY DETAIL THIS SHEET Fastener Information Fastener Orientation = NFPA Type B Type of Fastener = Tolco Fig. 828 ` Diameter ofFastener = N/A Length of Fastener = N/A Maximum Load = 2015 lbs. Brace Identification Longitudinal Orientation of Brace Longitudinal Load Information - G factor = .70 Size, Type, and Length of Pipe with Assigned Load 4" Sch.7 Pipe 40 Ft. 316 lbs. 1 1/2" Sch.7 Pipe 140 Ft. 280 lbs. Percentage added for Fittings and Sprinklers 15% 89 lbs. Total Assigned Load of all Pipe within Zone Of Influence 686 lbs. SEE SWAY BRACE CALCULATION FOR MAXIMUM SPACING, ANGLE ON ATTACHMENT, AND FASTENER INFORMATION SEISMIC BRACING TO BE IN ACCORDANCE WITH FM GLOBAL PROPERTY LOSS PREVENTION DATA SHEET 2-8 EARTHQUAKE PROTECTION OF WATER BASED FIRE PROTECTION SYSTEMS FIG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TO�� STEEL I -BEAM FIG. 980 SWIVEL SWAY BRACE FITTING BRACE PIPE FIG. 1001 "FAST CLAMP" ® SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT TO STEEL I -BEAM SHOWN IN LATERAL BRACE APPLICATION FIG. 4L PIPE CLAMP FOR SWAY BRACE FIG. 828 UNIVERSAL SWAY BRACE ATTACHMENT TO STEEL I -BEAM FIG. 980 SNIVEL SWAY - BRACE FITTING BRACE PIPE SWAY BRACE ATTACHMENT TO STEEL 1 -BEAM SHOWN IN LONGITUDINAL BRACE APPLICATION 1" PIPE @ 45° ANGLE TO WALL 'IA _JA NO LOCK VIEW A -A NUT RECD FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER HANGER #2 (ii ) BOTTOM BEAM CLAMP, ROD, AND RING SEISMIC DESIGN CRITERIA 5'-0" 1/2" THRU-BOLT FIG. 100 ALL THREAD ROD TRAPEZE PIPING SEE TABLE BELOW HANGER #5 (x ) TRAPEZE HANGER TO Z-PURLIN FIG. 100 ALL THREAD ROD SEE PLAN FOR LENGTH FIG. 200 ADJUSTABLE RING HANGER (4) 5785 SOUTH 130TH PLACE, TUKWILA WASHINGTON LATITUDE: 47.485770 LONGITUDE: -122.262958 INFORMATION OBTAINED FROM GEOCODER.US CONTERMINOUS 48 STATES 2003 NEHRP SEISMIC DESIGN PROVISIONS LATITUDE = 47.485770 LONGITUDE _ -122.262858 SPECTRAL RESPONSE ACCELERATIONS SMS AND SMI SMS = FA X SS AND SMI = FV X SI SITE CLASS D -FA = 1.0 ,FV = 1.5 PERIOD SA (SEC) (G) 0.2 1.465 (SMS, SITE CLASS D) 1.0 0.755 (SMI, SITE CLASS D) INFORMATION OBTAINED FROM WWW.EARTHQUAKE.USGS.GOV SEISMIC COEFFICIENT TABLE PER NFPA 13 2010 TABLE X1.3.5.6.2 Ss Cp 1.465 .70 FIG. 980 SWIVEL ATTACHED TO WALL W/ 1/2" BOLT FLEX. COUP. TOP OF RISER SWAY BRACE ASSEMBLY SEE HANGER #1 FOR ADDITIONAL ATTACHMENT INFORMATION PIPE DIA. TRAPEZE PIPING 4" 21/2 x 6-0 SCH. 10 6" 216 x 6-0 SCH. 10 (N) EXTERIOR ENCLOSURE —\ (7\-t�- NPArn FLEX. COL P 6" _g_Wd 2" ANNULAR CLEARANC REQUIRED f FIG. 100 ALL THREAD ROD WELDED ON ENDS TO RENDERING PLANT SPRINKLER SYSTEM 1 -w -i FLEX. COUP. FIRE SUPPRESSION AIR COMPRESSOR TYCO DOUBLE INTERLOCK PREACTION VA. ASSEMBLY GRV'D B -FLY VA. W/ TAMPER SW. ii I I I I RISER DETAIL -RENDERING PLANT 8" UNDERGROUND SUPPLY 1/2" = l' -O" ,s, TO ATER TREATMENT PLAN SPRINKLER SYSTEM FLEX. •UP. FIRE -UPPRESSION AIR ••MPRESSOR TYCO DRY PIPE V LVE W 2" MAIN DRAIN G 'D B -FLY VA. TAMPER SW. UP. 7 2" ANNULAR CLEARANCE I I REQUIRED RISER DETAI 8" UNDERGROUND SUPPLY R EATM E NT we Protect/ ��u apr� eS through Dec 1/2" = 1'-0" Howard Morgado Certification Number 77820 Level IV Washington State Certificate of Competency 308-08-8084 Level III MK DATE BY REVISION APPROVALS 1 CONTRACT WITH 2 ADDRESS /5\ 3 CITY 4 PHONE n WATER DEPARTMENT ARCHITECT n 12-9-11 HM PER FM COMMENTS ADDRESS 11-17-11 HM FM COMMENTS & FIELD CONDITIONS CITY PHONE SEATTLE RENDERING PLANT — BAKER COMMODITIES 5795 SOUTH 130TH PLACE TUKWILA, WASHINGTON 98178 SYSTEM SEE NOTES OCCUPANCY SEE NOTES DETAILS SCALE AS NOTED MR. SPRINKLER FIRE PROTECTION 100 DEREK PLACE, SUITE 100, ROSEVIT,T,F, CA 95678 (916) 773-7036 FAX (916) 773-6995 Lic. # MRSPRSF922L5 DRAWN DATE JOB NO. H. MORGADO 9-21-11 2 OF 7 8" BLIND FLANGE (4) 3/4" TIE RODS 6 8" UNDERGROUND PIPE d BASE OF RISER DETAIL n • n r-! r7 n Lr ti r-' V 8" FLANGE x MJ ADAPTER r, A A fre A �r A u Iu 2" ANNULAR CLEARANCE REQUIRED (THROUGH SLAB FLOORS) 8" MECHANICAL JOINT c10° ELBOW CONCRETE THRUST BLOCK NTS TRENCH DETAIL 7 MINIMUM BEARING AREAS (SQ. FT.) FOR HORIZONTAL THRUST BLOCKS PIPE SIZE BEND WATER PRESSURE 225 PSI SQ. FT. 8" TEES, CAPS 6.0 1/4 8.0 1/8 5.0 AREA IN TABLE WERE DERIVED USING 225 PSI WATER PRESSURE AND 2000 PSI SOIL RESISTANCE. THIS IS TYPICAL OF SAND AND GRAVEL WITH CLAY. FOR OTHER SOILS, MULTIPLY THE TABLE VALUES BY THE FOLLOWING FACTORS: 24" LON NIPPLE BEARING (W) AREA (W) AREA \\Y/1..W. / n • NTS (// 0 z w m 4 w Q CONCRETE REACTION BLOCK TYPIC 24" LONG NIPPL TRENCH AREA NDISTURBED SOIL, TY SOFT CLAY - 4 SAND -2 SAND AND GRAVEL - 1.3 SAND AND GRAVEL CEMENTED W/ CLAY - 0.5 SHALE, HARDPAN - 0.4 NOTE: WIDE VARIATIONS OF BEARING LOAD CAPACITIES MAY BE ENCOUNTERED.WITHIN EACH SOIL TYPE. v/ I z W c F- Ld W CfN cam_ co BEARIN //\\s(//\\ AREA w H \Q PI 6" MIN, 12" MAX. TRENCH DETAIL E APPROVED BACKFILL 95% COMPACTION I= 1- SELECT BACKFILL MATERIAL (SAND) 90% COMPACTION NTS RENDERING PLANT SEE SHT. 5 Io OF 7 -9 (E) I-IY RANT UNDISTURBE SOIL, TY PLAN TRENCH AREA NOTE: THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED SOIL. FINISH GRADE TOT UNDISTURBED EARTH BOTTOM OF TRENCH CONCRETE THRUST BLOCK SECTION THRU BEND c TEE HATER ASR ^ TREATMENT E3T SEE SHT. 7 OF 7 co GENERAL NOTES 1. UNDERGROUND SHALL BE INSTALLED PER NFPA 13, 2010, NFPA 24, 2010, FM LOSS PREVENTION DATA SHEET 3-10 AND COMPLY WITH THE REQUIREMENTS OF THE AUTHORITY JURISDICTION. 2. ALL PORTIONS OF THE UNDERGROUND MAIN SHALL BE LISTED FOR FIRE SERVICE. 3. A HYDROSTATIC PRESSURE TEST AT 200 PSI FOR 2 HOURS SHALL BE CONDUCTED BEFORE JOINTS ARE COVERED. PIPE SHALL BE CENTER LOADED DURING TEST. 4. THE UNDERGROUND PIPING SHALL BE FLUSHED PRIOR TO SYSTEM TIE IN. 5. PER NFPA 13 CHAPTER 10 "CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING " SHALL BE COMPLETED, SIGNED AND DELIVERED TO THE FIRE PREVENTION BUREAU. 0 Y �w L"Ifp5" L a owl, v�" ,56 (1"A PUMP HOUSE SEE SHT. 4 OF 7 6. ALL PIPE FITTINGS AND TRANSITIONS TO HAVE APPROVED THRUST BLOCKS MEETING ALL APPLICABLE CODES. 7. ALL PIPE TO BE 0900 PVC OR DUCTILE IRON. 8. MINIMUM PIPE BURY TO BE 36" OF COVER, EXCEPT UNDER AREAS WITH NO VEHICLE TRAFFIC MIN. COVER SHALL BE 30". PIPE TO BE DUCTILE IRON TO 5'-0" OUTSIDE THE BUILDING. SET THE RISER FLANGE AT +0'-6" ABOVE FINISH FLOOR. 10. PROVIDE A 2" ANNULAR CLEARANCE AROUND PIPE AND FLOOR SLAB AT THE SYSTEM RISER. 11. UNDERGROUND TO BE RODDED AND/OR THRUST BLOCKED. 12. ALL BURIED FASTENERS SHALL BE COATED WITH AN APPROVED BITUMASTIC WRAPPING PRIOR TO BURY. 13 ALL PIPING SHALL BE INSPECTED BY THE FIRE DEPARTMENT PRIOR TO BACKFILL. UNDERGROUND PIPING/SITE PLAN HATER STORAGE TANK (32' DIA x 20' HIGH) NOMINAL CAPACITY — 125, 4c12 GALLONS USABLE CAPACITY — 87, 844 GALLONS SEE GENERAL NOTE #I7 SHEET I OF 7 FOR ADDITIONAL INFO .p a Protect' •�1,ei �e Certific$te� , e Level °r ot � III 4 ' /Howard Angelo Morgado 308-08-8084 Howard Morgado Certification Number 77820 Level IV Washington State Certificate of Competency 308-08-8084 Level III MK DATE BY REVISION APPROVALS n 1 CONTRACT WITH 2 ADDRESS 3 CITY n 4 n WATER DEPARTMENT PHONE ARCHITECT /`\ A.11-17-11 ADDRESS HM FM COMMENTS & FIELD CONDITIONS CITY SEATTLE RENDERING PLANT — BAKER COMMODITIES 5795 SOUTH 130TH PLACE TUKWILA, WASHINGTON 98178 SYSTEM SEE NOTES OCCUPANCY SEE NOTES REFERENCE UNDERGROUND/SITE PLAN DRAWN H. MORGADO PHONE SCALE AS NOTED MR. SPRINKLER FIRE PROTECTION 100 DEREK PLACE, SUITE 100, ROSEVILLF, CA 95678 (916) 773-7036 FAX (916) 773-6995 Lie. # MRSPRSF922L5 DATE 9-21-11 JOB NO. 3 OF 7 IF WATER PULSATION CAUSES ERRATIC OPERATION OF THE PRESSURE SWITCH OR THE RECORDER, A SUPPLEMENTAL AIR CHAMBER OR PULSATION DAMPER MAY BE NEEDED. L J NOT LESS THAN y2" BRASS PIPE WITH BRASS FITTINGS OR EQUIVALENT ( CONNECT TO OUTLET AS INDICATED ON THE PUMP PIPING PLAN NOT LESS TI -IAN 5'-0" SUCTION BRONZE CHECK VALVE WITH 3/32" ORIFICE IN CLAPPER FIRE PUMP CONTROLLER g—I- /2 GLOBE VALVES (2) PRESSURE ,- SWITCH y4" PLUG NOTE: IF WATER IS CLEAN, GROUND FACE UNIONS WITH NONCORROSIVE DIAPHRAMS DRILLED FOR 3/32" ORIFICES MAY BE USED IN PLACE OF THE CHECK VALVES. SENSING LINE DETAIL - FIRE PUMP IF WATER PULSATION CAUSES ERRATIC OPERATION OF THE PRESSURE SWITCH OR THE RECORDER, A SUPPLEMENTAL AIR CHAMBER OR PULSATION DAMPER MAY BE NEEDED. /q' DISCHARGE LTJ ut z Y2" BRASS PIPE WITH BRASS FITTINGS 7 BRONZE CHECK VALVE WITH 3/32" ORIFICE IN CLAPPER r z NOT LESS THAN 5'-O" z 0 1- 0 to 52" TO JOCKEY PUMP SENSING LINE to z JOCKEY PUMP CONTROLLER PRESSURE O SWITCH '/4" PLUG 2" GLOBE VALVES (2) NTS SENSING LINE DETAIL -JOCKEY PUMP VENT PIPE THRU ROOF 5' MIN. ABOVE ROOF 12' MIN. ABOVE GROUND FLASHING —� L - FLAME ARRESTER NT= 115 GALLON USABLE MIN. CAPACITY DOUBLE WALL FUEL TANK ADJUST TANK LEGS SUCH THAT TANK OUTLET SHALL BE EVEN OR ABOVE FUEL PUMP CENTERLINE STOP COCK ,i____FUEL UNE TO ENGINE ij • Q: DRAIN PLUG ANCHOR TO SLAB (TYP) 50MM TANK LEG (TYP) NOTES 1. FUEL ONES SHALL BE PROTECTED FROM MECHANICAL DAMAGE. 2. ALL UNE SHALL BE EXTENDED TO THE EXTERIOR OF THE BUILDING. 3. A WEATHERPROOF TANK GAUGE SHALL BE MOUNTED ON THE EXTERIOR NEAR THE ALL UNE FOR THE TANK. 4. THE ALL CAP SHALL PIPED TO OUTSIDE AND LOCKED BY A PADLOCK PROVIDE SPILL PROTECTION PAN. FUEL STORAGE TANK DETAIL UNE FROM ENGINE FLEXIBLE HOSE (TYP) NTS TEST * DRAIN VA Jae-ko e� o PRESSURE GAUGE FLOW SWITCI-1 CHECK VALVE I" CONTROL VALVE RISER DETAIL - FIRE PUMP ROOM 1/2" = 1'-0" TOLCO FIG. 10• "FAST CLAMP"® (2) TOLCO FIG. 980 (2) NTS Lu 0.0 �z E 3-- 1 —1 'D CHECK V ikV'D 8 -FLY VA. IkV'D 8 -FLY VA. SENSING LINE 3-6 SENSING LINE O FIRE PUMP ROOM PLAN 1000 GPM @ 100 PSI DIESEL DRIVEN FIRE PUMP FM APPROVED BATTERY RACK — co FLEX. COUP. FUEL TANK I OS*Y VALVE N CHECK VALVE GATE VALVE JOCKEY PUMP GATE VALE FLEX. COUP. WATER STORAGE TANK (32' DIA x 20' HIGH) NOMINAL CAPACITY — 125,492 GALLONS USABLE CAPACITY — 87,844 GALLONS SEE GENERAL NOTE #17 SHEET I OF 7 FOR ADDITIONAL INFO 1. PROVIDE SEISMIC BRACING, EQUIPMENT SECUREMENT AND PIPE FLEXIBILITY FOR THE FIRE PUMP AND WATER STORAGE TANK IN ACCORDANCE WITH SECTIONS 2.2.5 AND 2.2.6 OF FM DATA SHEET 2-8. 2. ARRANGE THE FIRE PUMP CONTROL SETTINGS PER DATA SHEET 3-7, SECT ON 2.6. IN ADDITION TO JOCKEY PUMP AND FIRE PUMP START SETTIN V FIFE P -•• B =- T. U_L HUT OFF ONLY. JO TART POINT = PUMP ' RES• ' C UP U 4 UM STA U TI. N P' E`SU - E PLUS 5 SI JOCKEY PUMP STOP POINT IS 10 PSI MORE THAN J ' ♦ P START POINT FIRE PUMP START POINT IS 5-10 PSI LESS THAN JOCKEY PUMP START POINT. 3. INTERLOCK THE FIRE PUMP VENTILATIONSYSTEM WITH DIESEL ENGINE OPERATION. 4. SCHEDULE A COMPLETE ACCEPTANCE TEST FOR THE FIRE PUMP WITH TWO WEEKS ADVANCE NOTICE TO FM GLOBAL TO ALLOW A REPRESENTIVE TO ATTEND. else Protecti Certifi Level lII 01. Howard Angelo Morgad 308-08-8084 Signature Da t` djl� eeti::ce: 4a'rough I ti' Howard Morgado Certification Number 77820 Level IV Washington State Certificate of Competency 308-08-8084 Level III MK DATE BY REVISION APPROVALS CONTRACT WITH © ��� STEM SEE NOTES aF SEATTLE REND= `ANT — BAKER COMMODITIES 5795 SOUTH 130TH PLACE TUKWILA, WASHINGTON 98178 1 / ° 2 ADDRESS OCCUPANCY SEE NOTES / `' \ 3 CITY REFERENCE UNDERGROUND/SITE PLAN DRAWN H. MORGADO 4 PHONE T \ WATER DEPARTMENT ARCHITECT MR. SPRINKLER FIRE PROTECTION 100 DEREK PLACE, SUITE 100, ROSEVITIE, CA 95678 (916) 773-7036 FAX (916) 773-6995 Lic. # MRSPRSF922L5 DATE 9-21-11 /3\ A\ 12-9-11 HM PER FM COMMENTS ADDRESS JOB NO. CITY /N.11-17-11 HM FM COMMENTS & FIELD CONDITIONS SCALE AS NOTED 4 OF 7 PHONE 0 c0 INSPECTORS TEST SEE DETAIL SI -IT 1 OF 7 —44 0 0 0 • 1081-0" 51-0" IO' -0" 5' —0" 51-0" 10 -0" 5' —0" 6'-0" i21-0" -0" 51-0" 101-0" 5'-0" 6'-0" I2' -O" 6'-0" 0 j0-4 4 / / I 10-0 - 0 6-0 / // • =0 4-0 7-0 Nt 0 r / / h N 4 MOST REMOTE 20/4500 r N 1� 7-71/2 GG 71. U i � I 1 / I i o ` I /' -To y/ V / / 11 L__/0 16 / / 1- N 6-0 71: / L / 4 12-0 / / // Z / 23 CZ D / ITSL / v 5 / 1 I � I p. 0 / o/ 17 1/0 / N / 5-0 6-0 x\ 10-0 LO 0 I1 GG 12-0 0 y Ci27 LINE OF MEZZANINE -' \/ W � BEL N , I I 5 PIPINCr WITHIN = - _-- T EN n ABOVE QUSE I 71'6 !`- I 1/ I / \c/ // /\ i// \ ! / 10-0 RENDERING PLANT -OVERHEAD PIPING PLAN - ROOF LEVEL DRY SYSTEM PIPING TO BE PITCHED PER NFPA 13, 2010 REQUIREMENTS SPRINKLER LEGEND r o L v0 r 11 0 GI GG 5.6 / / i 0 to 'V0 � ,/ / X x I1 J<4I GG f I\rl.A14 I 4 1 _JI �r `u -14 P 4 LINE OF PENT OUSE ABOVE l -44 L* 55 MBOL 0 0 MODE TYCO TY -B UPRIGHT TYCO TY -B UPRIGHT SPRINKLER TOTALS: COMMENTS TY4151 TY3151 T PRINKtER 111 URR,SA5,REQUIR.HYPER�tFP 13, 2010 TABLE 8 FACT 8.0 5.6 17/32' 1/2' 3/4' 1/2' ^� FINDS -I BRASS BRASS TEMP. 286° 200° RENDE liNG 123 0 •••.„_."u� 104 PUMP ROOM COMMENTS Tn 136 0 136 0 2 2 - 7-0- 4 , I o -,!-1- 0 —5-0-- -FO — 4-o- 4- \P X — —10-0— r 73— 1'-0" 6 3 71 — 0 L / 12-0 �r 0 i RISER LOCATION SEE RENDERING PLANT of 0 RISER DETAIL 5-IEET 2 OF 7 8" UNDERGROUND SUPPLY - SEE REFERENCE UNDERGROUND PIPING PLAN SWEET 3 OF 7 so et, Howard Morgado Certification Number 77820 Level IV Washington State Certificate of Competency 308-08-8084 Level 111 MK DATE BY REVISION APPROVALS 1 CONTRACT WITH 2 3 ADDRESS CITY 4 PHONE /3\ /2\ WATER DEPARTMENT ARCHITECT 12-9-11 PER FM COMMENTS ADDRESS 11-17-11 HM FM COMMENTS Sc FIELD CONDMONS CITY PHONE SEATTLE RENDERING PLANT — BAKER COMMODITIES 5795 SOUTH 130TH PLACE TUKWILA, WASHINGTON 98178 SYSTEM SEE NOTES OCCUPANCY SEE NOTES RENDERING PLANT - OVERHEAD PIPING PLAN - ROOF LEVEL DRAWN H. MORGADO SCALE AS NOTED MR. SPRINKLER FIRE PROTECTION 100 DEREK PLACE, SUITE 100, ROSEVILLE, CA 95678 (916) 773-7036 FAX (916) 773-6995 Lie. # MRSPRSF922L5 DATE JOB NO. 0 0 co 108' -O" 3' -2" 4' -IO" 7' -0" I'-10" -8" 0' -8" 10'-41 " 6'-q" 2'-10)'2' N 7 N L_ L L J L 4 8-0 -44 T 0 0 .A04 I -14 7-0 9 9' / N 1-I0d= 3-01 _r NNr� 4 6-71 TS 5.6 1 1 li �I TS 5.6 4 11-01 \\`\,/ / / \ /\ / A 1,_ 1 / ( (' II / i 7 —I lJ L j fi / 10 4 6-4 1 H ,04 4 , CPI) yti 1k>j4 N/INt cr 11 3-ql GG 7 fi RENDERING PLANT -OVERHEAD PIPING PLAN -MEZZANINE LEVEL DRY SYSTEM PIPING TO BE PITCHED PER NFPA 13, 2010 REQUIREMENTS SPRINKLER LEGEND S OL M01�Lv O SPRINKLER TOTALS: COMMENTS TYCO TY B UPRIGHT TYCO TY B UPRIGHT V T SPR1NK RAS-AS,R€Q3fRED'PERINPPA 13, 2010 TABLE S.L�1 TY4151 TY3151 1\/-<:-F)A. 8.0 5.6 RI 17/32" 1/2" 3/4" 1/2" BRASS BRASS 286° 200° 'E► ��ATERJ-REATMEN- Pi4MP 8_9OM 123 0 104 136 0 136 0 2 2 COMMENTS 0 111..1,x;,i CANOPY OVER RAW MATERIALS PIT ±1 11-5 pROTEcroti KLEP 0. -49 t F922L5:` A 0" MK DATE BY REVISION APPROVALS /6\ 1 CONTRACT WITH 2 ADDRESS /5\ 3 CITY n 4 n WATER DEPARTMENT PHONE ARCHITECT n 12-9-11 HM PER FM COMMENTS ADDRESS A11-17-11 HM FM COMMENTS & FIELD CONDITIONS CITY SEATTLE Howard Angelo Morgado 308-08-8084 Da �` �r of ee v�et �N,, .,coo . . 1 fon . Spi; e�bS ................................... H�Nrojugh Dec RENDERING PLANT — BAKER COMMODITIES 5795 SOUTH 130TH PLACE TUKWILA, WASHINGTON 98178 CA Howard Morgado Certification Number 77820 Level IV Washington State Certificate of Competency 308-08-8084 Level III SYSTEM SEE NOTES OCCUPANCY SEE NOTES RENDERING PLANT — OVERHEAD PIPING PLAN — MEZZANINE LEVEL DRAWN H. MORGADO PHONE SCALE AS NOTED MR. SPRINKLER FIRE PROTECTION 100 DEREK PLACE, SUITE 100, ROSEVIT.T,E, CA 95678 (916) 773-7036 FAX (916) 773-6995 Lic. # MRSPRSF922L5 DATE 9-21-11 JOB NO. 6 OF 7 INSPECTORS TEST SEE DETAIL SHEET 1 OF 7 m 0 3'-0" 2-1 0 0 MOST REMOT .20/3500 / , / / 18— 1 _O / / i1 -61 10-3/ / / / / / 100'-0' 20-0" 20-0' 20-0' 20-0' 20'-0" 6-4 i / 6-4 /p / 0 / / / /14 10-34 / / / / 1 0/ /22 t / / / / /0'5( / ( 4 TANK/ � . „Q /14 GG 6-4 GG 14 6-4 GG Q/ 4 4-3 +/',s 2-8 / 4 IO -0 4 6-2 / -10 1 4-0 / `�Yt• • 52 x� //-IY!/ / 'o / 7 / 1 6-0 7 4 7-94 / / 5'-0" / IO'' -O' " 10,-0" x. x4 0 0 z o 4+:Vel /m ,co 0 4�4 N 4 4 C4 x� T 0 o- 2-9 1 10 3'-2" 5'-0' 10'-0" oq-‘)6s% -2„ oA4' 4 4? •,civ 3-3 -0 1-10 m 14 JQ 14 5'-0" 6-04 4'-9" 10 9-04 9'-6" C LINE OF NT EQUIP. PIER 0'-6" / o- .20 xb T ice i a - INa-OF't1 NINE BELOW LINE • MEZZANINE ELOW 0 14 5-6 14 5-6 14 - O *4 -bc• 7-4 GG z 3 0- / -3n o o -T 0 111 N 0 0 0' xt *4 In 14 5-4 GG 14 9-4 61 MCI LINE a - r ED WITHIN HA MAT ROO m .i aft x1 x4613 m .D 14 14 0- 7-4 GG0-7 GG 3-9 4 44 10-0 4= x' 4-0 0 5-6 4 0-7 4-0 4 6-0 0 -0 4-0 4 6-0 5-7 + 4 1I 10-0 '-7 `9 .41)+ 1=3 `ign- (511,141a1 0- .04.4 - C4 -361 —o O 44 3-I1 N 9-4 J4 RISER LOCATION SEE WATER TREATMENT PLANT RISER DETAIL SHEET 2 OF 7 WITHIN NEW HEATED ENCLOSURE SPRINKLER LEGEND ED1:ER�1FP 13, 2010 TABLE BOL J v y OD . . -F' - RE 1........1,4.u.„IF1........1,4.u.„_ NISH MP:� RENRIN6f BB WAIEI.� - .—'kUMP OOM COMMENTS I TYCO TY -B UPRIGHT TY4151 8.0 17/32' 3/4' BRASS 286° 123 136 0 '___O TYCO TY -B UPRIGHT TY3151 5.6 1/2' 1/2' BRASS 200° 0 0 2 . ti ...-N-__,...__ .._.��--"�-^-"-A 2\ ` // SPRINKLER TOTALS: \ 104 136 2 COMMENTS LINE OF WT EQUIP. PIER OVERHEAD DRY SYSTEM PIPING PIPING PLAN - WT EQUIP. PIER TO BE PITCHED PER NFPA 13, 2010 REQUIREMENTS OVERHEAD PIPING PLAN - MEZZANINES DRY SYSTEM PIPING TO BE PITCHED PER NFPA 13, 2010 REQUIREMENTS WATER TREATMENT PLANT - OVERHEAD PIPING PLAN - OVERHEAD PIPING PLAN DRY SYSTEM PIPING TO BE PITCHED PER NFPA 13, 2010 REQUIREMENTS we Protect/ • • /Howard Angelo Morga 308-08-8084 SP if lion Spr Howard Morgado Certification Number 77820 Level IV Washington State Certificate of Competency 308-08-8084 Level III MK DATE BY REVISION APPROVALS 1 CONTRACT WITH 2 3 ADDRESS CITY 4 /3\ /2\ WATER DEPARTMENT PHONE ARCHITECT 12-9-11 HM PER FM COMMENTS ADDRESS 11-17-11 HM FM COMMENTS & FIELD CONDMONS CITY SEATTLE RENDERING PLANT — BAKER COMMODITIES 5795 SOUTH 130TH PLACE TUKWILA, WASHINGTON 98178 SYSTEM SEE NOTES OCCUPANCY SEE NOTES WATER TREATMENT PLANT — OVERHEAD PIPING PLAN DRAWN H. MORGADO PHONE SCALE AS NOTED MR. SPRINKLER FIRE PROTECTION 100 DEREK PLACE, SUITE 100, ROSEVILLE, CA 95678 (916) 773-7036 FAX (916) 773-6995 Lie. # MRSPRSF922L5 DATE 9-21-11 JOB NO. • n C) C) C) C) C) C) n C) C) • • • • • • • • oO 0 O �&V O# O • • • • • • • • • • • • • • • _gANNOI O O O O I I • • • • • JI O • • O O �r -� THERMO CABLE TYP. PENTHOUSE i 1 L JJ CEILING 1358 DETECTION L.F. OF H.D. WIRE 1Q04e° O • • • • • • • • O • • • 11 • FIRE SPRINKLERS AND I I II_J • • • • BRANCHLINES TYP. OQ og GP GPS • # • • • • • • • • 0 O, C 0O 0 ,socP CONTROL PANEL PFC-4410RC OQ • -k C,Q� COQ • • • • • p° • • • • ,... 0 P C i 'r—u C 0�� T O S (�V JUNCTION BOX � o _ LINEAR HEAT DETECTION PLAN 4lu-i' ii Ivo Prot ect,o� ei \ e rertif./c 4 to . ,� ��, s.A •• . Levet cle Q9OTECT/0� �4 ,, III d, �r t‹ C ��''•.0'L:, �� % k��.'.. r s" a' = Howard Angelo Morgado 308-08-8084 - C' CE R T.I F 1 ED MR. SPRINKLER ': : W . T . .. .. �= GENERAL NOTES: �' ��'' r �22L5 til 7. Signature -� 0r A� tZ W '� `� G ° . fee Da '." o Howard Morgado i ggg `'� Certification Number ti' 77820 Level IV .......• 6S 4'1, g tion NA c' • n r WASO le Sprie, et Washington State Certificate 1.4''%••.ow414 `Y I4r o u gh Decub of Competency 308-08-8084 Level III MATERIAL AND EQUIPMENT SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 1. ALL MK DATE BY REVISION APPROVALS CONTRACT WITH SEATTLE RENDERING PLANT - BAKER COMMODITIES SYSTEM MANUFACTURER RECOMMENDATIONS AND REQUIREMENTS. NATIONAL, STATE AND LOCAL CODES AND ORDINANCES,1 NOTES 2. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL 120 VOLT POWER FROM THE PANEL TO ALL DETECTION EQUIPMENT REQUIRING THIS POWER. 6 A\ 2 ADDRESS 5795 SOUTH 130TH PLACE TUKWILA, WASHINGTON 98178 OCCUPANCY "THERMO SEE NOTES 3. HEAT DETECTION SHALL BE BY FIXED TEMPERATURE, 155°F CONTINUOUS LINE TYPE DETECTION SYSTEM SAFE FIRE DETECTION CABLE"; 3 CIN © DRAWN CAN BE INSTALLED UP TO 10,000 LINEAR FEET PER ZONE. 4 PHONE LINEAR HEAT DETECTION PLAN R.BROYLES A•l WATER DEPARTMENT ARCHITECT%lif DATE 4. SPACING OF ROOF HEAT DETECTION CABLE SHALL NOT EXCEED SPRINKLER HEAD SPACING. /' \ MR. SPRINKLER FIRE PROTECTION 11-22-11 � ADDRESS 100 DEREK PLACE, SUITE 100, ROSEVIT,T,E, JOB NO. CA 95678 CITY SCALE Ai11-17-11 HM FM COMMENTS Sc FIELD CONDITIONS PHONE AS NOTED (916) 773-7036 FAX (916) 773-6995 Lic. # MRSPRSF922L5 1 OF 2 GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND INSTALLED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND ORDINANCES, MANUFACTURER RECOMMENDATIONS AND REQUIREMENTS. 2. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL 120 VOLT POWER FROM THE PANEL TO ALL DETECTION EQUIPMENT REQUIRING THIS POWER. 3. HEAT DETECTION SHALL BE BY FIXED TEMPERATURE, 155°F CONTINUOUS LINE TYPE DETECTION SYSTEM SAFE FIRE DETECTION "THERMO CABLE"; CAN BE INSTALLED UP TO 10,000 LINEAR FEET PER ZONE. 4. SPACING OF ROOF HEAT DETECTION CABLE SHALL NOT EXCEED SPRINKLER HEAD SPACING. DOUBLE INTERLOCK PANEL NOTES: 1. DOUBLE INTERLOCK PANEL SHALL BE U.O./F.M. 2. DOUBLE INTERLOCK PANEL SHALL BE PROVIDED WITH STANDBY BATTERIES AND BATTERY CHARGER, TO PROVIDE 90 HOURS OF BATTERY BACKUP. 3. ALL COMPONENTS OF PANEL SHALL BE PER FACTOR MUTUAL APPROVAL GUIDE LISTING, COMPATIBLE WITH SOLENOID RELEASE DEVICE AND WATER CONTROL VALVE AND SIMILAR ITEMS. 4. PROVIDE SPARE CONTACTS IN DOUBLE INTERLOCK PANEL FOR REMOTE MONITORING OF ALL ZONES LISTED UNDER FIRE ALARM ZONE SCHEDULE. 5. ALL CIRCUITRY TO BE CLASS "A". 6. REFERENCE WIRING DIAGRAM PROGRAM #6 IN POTTER SIGNAL MODEL # PFC-4410RC. INPUTS ZONE 4 - LOW AIR (SUPERVISORY) ZONE 3 - WATER FLOW SWITCH ZONE 2 - MANUAL RELEASE ZONE 1- LINEAR HEAT DETECTION .0 CONTROL PANEL RELEASING CIRCUIT SUPERVISORY BELL WATER FLOW BELL GENERAL ALARM C OUTPUTS TYPICAL PANEL DETAIL ,.tt_ 11_011 8 FIRE SPRINKLERS AND BRANCH LINES TYP. MEZZANINE N THERMO CABLE TYP. THERMO CABLE TYP. 0 0 0 10 THERMO CABLE TYP. 0 CANOPY a 0 MEZZANINE LINEAR HEAT DETECTION PLAN PFC-4410RC-• 5403550 • REV E « '1109 Wiring Diagram Program ##6' Single Hazard, 2 Alarm. Zones with 1 Waterflow:and 3 Supervisory Zones CIRCUMMEAKEIL %SVA MAX. US VA 14,0L R"r•1FAOC 01 ACD: �L�1aft•c�aJ. swomsao' A_49 L!Y "Mew _ kMU=lK. SATURY CABLE C13335rig 1,10), BUIL OUTWIT m:0=140 Cliartn0 • ' �.. ALAI( NL:L RnL .:acct.. skb `... o:1tr.1r •tmt.T atr+w canrvr BATT, ie 420 e1."o ®A®. MOW POLAErre ,.. s>x LIC S.=1.1K tz EZ T*, 1.11 BOL.t !SW Ck1s4a 1OAt/ 2011E2. toes S ttd• Maros aseauL fitaxenbas tAWA0:: SiK '.iLC70ti: SW7CR " .RRV.••: ZL'A^:aRf 7110 e» col•.uTTOPiCOMAIIYOM :tEV102: OR C0107333E 2 ABESAIDYE. DETECTORS M17aP8ID4 InstrceTAPEE ICC MIMS (E[CEPTlc,.,Y.AtLEA' LETEcna OP YOULCAUFLOCNMIGLOGISO V RELAY CONTACTS DRv CONThCT3RATD AT 3.4, 3OncREnmVE rIZCSSILS-1 ted : lF1 fiC ,C6f m se COI NO le PAt031.,3901013A SLOSS acne LOSS OF BA-7ERY eWAINGEICCELESI =ELATE ' 3%' ATL S:ii TOL EOM. EDZ&. :0:06E ASSY:: NOTES: I. Connect only UL Listed 24VDC devices to indicating circuits. 2. Connect EOLDiode assembly; IN SERIES with solenoid on release circuit 3. . Leave EOLR (provided) on all unused circuits. 4 Polarity is shown on indicating circuits in an activated (off -normal) condition. 5 Polarity reverses when output is activated. b: Maximum current per output is I Amp. Maximum voltage;. .is 33VDC. 7. Maximum current for all four outputs combined is 2-112 Amps. All outputs are special application 24VDC. 8. .;All initiating andNAC/Relcase circuits aresupervised and power limited. See note 3 on page 82 for power limited wire routininstructions. AU frequencies are continuous. 9. Refer to pgs. 16, 73-75 for installation, test and; maintenance ,information. 32 EACH CA= WILL COMELY: CLASS BIDh'6. 1.002 CLASSAZUXES cent 'ALC AESA ECt.itI hUR U4DFORCLASSA. 6W01100 -i. ALARM OCV01T1ON IWO= MT &EA IMT. SCWEXY190AY PULL STATION IOWA3 Imam lw VAtLSMen Legend 9 o. En1.a lsesdol: lug 10. ivlaximum resistance on outputs is 10 ohms. Maximum resistance on outputs programmed as releasing, is 1 divided by current requirements of solenoid. 11. Notification outputs do not provide synchronization. If synchronization is needed, refer to the NAC table on page 80. Synchronization is only on one circuit and not betweeen circuits. The maximum cannot exceed 1 amp or whatever the maximum that the sync' module can support, whichever is lower. - i See page 79 or label inside panel doer for smoke detector compatibility data. See page 75 for battery. information. PROGRAM #6 ZONES. SUP :1. I SUP 2 #1; OUTPUTS; Supervisory Detection #2 Manual Release #3 #4 Waterfow' Low Air Supervisory #1.ALARM"INDICATING x. #2 ALARM. INDICATING #3 SUPERVISORY x x x #4 RELEASE :Description: Inputs: Outputs: Operation: Single hazard, 2 zones and 2 supervisory zones. 1 detection zone, 1 manual release zone, 1 waterflow zone,'I low air zone, 2 supervisory zones 1 general alarm bell,.1 waterflow bell, 1 supervisory bell, 1 solenoid release circuit Activation of either the detection zone or the manual release zone will operate the solenoid release circuit and the general alarm bell. Activation of the waterfiow zone will operate the waterflow bell.: Activation of either the low air zone or the supervisory zone will operate the :supervisory bell_ When either zone ":1 or 2 is in alarm - output #1 (general alarm) and output, #4 (solenoid release) will operate: When zone 3 is in alarm "- output #2 (waterflow bell) will operate: When either zone 4 or the supervisory zone is activated - output#3 (supervisory bell) will operate.. QROTECTI, 2 i MR. SPRINKLEFil No. MRSPRS i5/ q� •`•z ..... •.•.cow WAS .... .0.ve Protectio Certify � o Level III Howard Angelo Morgado 308-08-8084 t/I fen eP 0 ,o Signature Da 12 -\\Li t rofS ectl on Spr �1e Phrough Dececil Howard Morgado Certification Number 77820 Level IV Washington State Certificate of Competency 308-08-8084 Level 1H MK DATE BY REVISION APPROVALS /6\ n 1 CONTRACT WITH 2 ADDRESS 3 CITY /4\ /3\ /2\ 4 WATER DEPARTMENT PHONE ARCHITECT n ADDRESS 11-17-11 HM FM COMMENTS & FIELD CONDITIONS CITY SEATTLE RENDERING PLANT - BAKER COMMODITIES 5795 SOUTH 130TH PLACE TUKWILA, WASHINGTON 98178 SYSTEM SEE NOTES OCCUPANCY SEE NOTES LINEAR HEAT DETECTION PLAN DRAWN R.BROYLES PHONE SCALE AS NOTED MR. SPRINKLER FIRE PROTECTION 100 DEREK PLACE, SUITE 100, ROSEVILT.E, CA 95678 (916) 773-7036 FAX (916) 773-6995 Lie. # MRSPRSF922L5 DATE 11-22-11 JOB NO. 2 OF 2