The URL can be used to link to this page

Specifications °\5 GO S) C\mik2_c\oci. OFFICE COPY 1. HYDRAULIC CALCULATIONS W YAT T FIRE PROTECTION, INC. 9095 S.W.Burnham Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT Templeton Elementary ADDRESS 9500 SW Murdock St. Tigard, OR ---- ------------- CROSS STREET SW 97th Ave. FLOW HYDRANT SW Murdock St. & 96th Ave. LOCATION STATIC 48 PITOT RESIDUAL 40 GPM 1060 GPM AT 20 PSI? 4391 calculated per NFPA 291 DATED 7-10-17 MONITOR HYDRANT SW 97th Ave. & Murdock St. LOCATION STATIC 48 - -- --.-..- { RESIDUAL 46 ------------ - ------ ----- -, DATED 7-10-17 WITNESS WITNESSED BY --------- --------------------- TITLE - - --------------- ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Mike Sayti Aps \ s w a•. M 3tAff 4 • F A _ • \\\ € p y 1 _ f•' —I • \ _ >° 0. . \ i m' 77 .... ern 77 L 7,7 a\ ••,..t,..4„, # • 1 INFORMATION ONLY - ES-F-806YD • SPECIFICATION SHEET /.21-7"ri�/i Series 806YD - Double Check Detector Assemblies t Size:3" - 10" (80mm - 250mm) The FEBCO Series 806YD Double Check Detector Assemblies are designed for automatic fire sprinkler systems containing non-toxic 806YD substances. Models Features • Less Gates • Remote Reader • DuraCheck features all stainless steel spring assemblies for corrosion • Optional Meter Type • Meter CFM/GPM resistance,reduced fouling and longer valve life. • DuraCast ductile iron bodies for superior strength,corrosion resistance • Left hand by-pass and lighter weight. Specifications • Prevents contamination of potable water by backflow from the fire Double check detector assembly shall consist of mainline double check protection system and detects leaks or unauthorized water use at all flow rates. assemblies in parallel with a by-pass double check and meter assembly. Mainline check assemblies shall be of the spring loaded center stem • Approved by the Foundation for Cross-Connection Control and Hydraulic guided type. Research at the University of Southern California. Ductile iron bodies shall be flanged ANSI B16.1,Class 125,epoxy coated • Flow curve generated by the Foundation for Cross-Connection Control internally 10-20 mils and fusion coated externally. and Hydraulic Research at the University of Southern California. The by-pass meter assembly shall consist primarily of a bronze water • Low head loss. meter in series with a bronze double check valve.All low flow demands up • End Detail(shutoffs)—Flanged ANSI 816.1 to a minimum of 3 gpm(0.189 L/s)are to pass through the by-pass meter and meter-size double check valve assembly and be accurately recorded. Operation All flows above that of 3 gpm will pass through both the line-size double check valve assembly and by-pas without accurate registration by or dam- In a nonflow condition,check valves in the by-pass and mainline units are age to the meter. closed.Flows from zero to approximately 5 gpm will flow through the by-pass.This operation at low flow rates is accomplished by designing the Mainline shutoff valves shall be resilient wedge.OS&Y UL/FM for fireline differential pressure drop across the by-pass line to be slightly less than service and are considered integral to the assembly along with full port the mainline check valve.Therefore,any flow through the fireline system is ball valve testcocks.Assemblies must be factory assembled and tested to registered by the by-pass meter. assure proper mainline/by-pass balance and cross-over performance. Flows in excess of approximately 5 gpm will open the mainline check The assembly shall meet or exceed requirements of USC.Double check valves causing flow to occur through the mainline assembly and the by detector assemblies shall be FEBCO 806YD,or prior approved equal. pass line. Presure—Temperature Approvals Maximum Working Pressure: 175psi(12.1 bar) • Approved by the Foundation for Cross-Connection Control and Hydrostatic Test Press: 350psi(24.1 bar) Hydraulic Research at the University of Southern California.* Temperature Range; 32°F to 140°F(0°C to 60°C) • ANSI/AWWA Conformance(C510-89) Fluid: Water ositi ID S )® .c us Approved 1048 B64.5 3"-10" (80-250mm) *Valves must be supplied with resilient seated shutoff valves for USC to be in effect.Standard Meter is GPM.UL and FM Listings only applicable with approved OS&Y gates. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative FEBCO product specifications in U.S.customary units and metric are approximate and are provided for reference only. For precise mea- surements,please contact FEBCO.FEBCO reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previously or subse- quently sold. Materials Capacity Main Valve Body: Ductile iron ASTM A-536 grade 65-45-12 kPa psi 3"(80mm) , epoxy coated internal 10-20 mils 163 15 Trim: Bronze y 69 10 'mss• By-Pass Valve Body: Bronze s 34 5 By-Pass Meter: Totalizing,1 to 20 gpm,size 5/s"x 3/4" . Main Valve Shutoffs: OS&Y UL/FM ° 0 0 160 200 300 400 gpm 0 379 760 1140 1520 Ipm b ° s sElastomers: Nitrile 1aafps - Mainline Check Assembly: Stainless Steel kPa psi 4"(100mm) Shutoffs: Standard gates OS&Y,resilient wedge 138 20 Remote reading flow meters available. o tai 15 Typical Installation = 69 t° Double check detector assembly should be installed with a suggested minimum 34 5 5 83 166 250 500 750 1000 gpm clearance of 12"(300mm)between device and floor or grade.They should be 19 315 sat 5 956 t0 1900 15 z85020 3800 Ipmfps installed where easily accessible for testing and maintenance and must be pro 1.5 3.1 4.6 s.1 :ps tected from freezing.They should have support blocks to prevent flange damage. kPa psi 6"(150mm) Thermal water expansion and/or water hammer down stream of the Backflow- 103 15 Preventer can cause excessive pressure Excessive pressure situations should be H 69 10 -� eliminated to avoid possible damage to the system and device. s = 34 5 FEBCO Series 806YD 0 0 Side View 0 300 600 900 1200 1500 1800 gpm 0 1140 2280 3420 4540 5680 6810 Ipm Protective Enclosure 5 0 15 20 fps 1.J �.I 4.0 0.1 III� r kPa psi 8"(200mm) r111°. rlSupport10315Ftfis 3"(80mm)&larger CHydrantairaolc69 10I/ amml c A o = 34 5 >g: Victaulic° FireLock NXTTM Dry Valve 4tauiacr Series 768N 31.80 • " of II, Patented 1.0 PRODUCT DESCRIPTION Available Sizes: • l l —8"/40—200 mm Pressure Class: • Up to 300 psi/2068 kPa/21 Bar Minimum Air Pressure: • 13 psi/90 kPa/.90 Bar Acutation Options: • Series 776 Low Pressure Actuator • Optional: Series 746-LPA Dry Accelerator Valve Configurations: • Bare • Pre-trimmed: Completely assembled with all necessary trim components. • Vic-Quick Riser: Pre-trimmed and includes: • Shut Off Valve (1' "/40 mm: Series 728 Ball Valve, 2"—8"/50—200 mm: Series 705 FireLock Butterfly Valve) • Pre-set high or low air and alarm pressure switches • Drain kit • Fire-Pac Series 745 (refer to Victaulic submittal 30.23) Pipe Preparation: • Victaulic Original Groove System Application/Media: • For use on fire protection systems only. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. • • System No. I Location Spec Section Paragraph Submitted By Date iApproved Date victaulic.cam • 31.80 8826 Rev H Updated 11/2015 ©2015 Victaulic Company.All rights reserved. 1 jictaulic' 1 victaulic.com 2.0 CERTIFICATION/LISTINGS c 4L us FM LPCB ( E usreo 104-1a/02 3.0 SPECIFICATIONS - MATERIAL Body: Ductile iron conforming to ASTM A536, grade 65-45-12. Clapper: Aluminum bronze UNS-C95500 Latch: Aluminum bronze UNS-C95500 Shafts: Stainless 17-4 Clapper Seal: Peroxide cured EPDM, ASTM D2000 Bushings/Seat 0-rings: Nitrile Springs: Stainless Steel (300 Series) Diaphragm: Peroxide cured EPDM with fabric reinforcement CDI at) al • �o1 V- 437 0 The 11/2-inch/48.3-mm and 2-inch/60.3-mm valve sizes contain washers under the heads of the cover plate bolts. Item Description . Item , Description 1 Valve Body 11 Cover Plate 2 Clapper 12 Cover Plate Gasket _- 3 Clapper Seal 13 Cover Plate Bolts 4 Seal Ring 14 Latch 5 Seal Washer 15 Latch Spring 6 Seal Retaining Ring 16 Latch Spring Bushing and 0-Ring(Qty.2) 7 Seal Assembly Bolt 17 Diaphragm 8 Clapper Spring J 18 Diaphragm Cover 9 Clapper Shaft 19 Diaphragm Cover Cap Screws(Qty.8) 10 Clapper Shaft Bushing and 0-Ring(Qty.2) 20 Latch Shaft 31.80 8826 Rev H Updated 11/2015 ©2015 Victaulic Company.All rights reserved. • victaulic.com2 jctauliic' victaulic.com 3.0 SPECIFICATIONS - MATERIAL (Continued) ❑ Standard Trim Package: • Series 776 Low-Pressure Actuator—The Series 776 Low-Pressure Actuator is pneumatically actuated and requires only 13 psi/90 kPa minimum air pressure, regardless of the system supply pressure. This actuator allows the system to operate with a low air or gas pressure of 7 psi/48 kPa. • All required pipe nipples and fittings-standard galvanized finish • All standard trim accessories • All required gauges ❑ Optional Trim Package: Black Trim for Foam Systems—If the valve is intended for use in a foam system, black trim must be ordered, per NFPA requirements. Specify this requirement on the order. Optional Accessories: ❑; Alarm Pressure Switch—Alarm Pressure Switches are designed to activate electrical alarms and control panels when a sustained flow of water occurs (such as with an open sprinkler). Included in VQR trim. • Air Supervisory Pressure Switch—Air Pressure Supervisory Switches are used to monitor low and high system air pressure and are factory pre-set. Included in VQR trim. ❑ Series 746-LPA Dry Accelerator—The Series 746-LPA Dry Accelerator is required when the Series 768N Dry Valve is installed in large systems to improve response time. Refer to Victaulic submittal 30.64. Series 760 Water Motor Alarm—The Series 760 Water Motor Alarm is a mechanical device that sounds when a sustained flow of water occurs(such as with an open sprinkler). Refer to Victaulic submittal 30.32. ❑ Series 75B Supplemental Alarm Device—The Series 75B Supplemental Alarm Device is designed to provide a continuous alarm for systems equipped with a mechanical device. Refer to Victaulic submittal 30.33. ❑ Series 75D Water Column Kit—The Series 75D Water Column Kit is designed to minimize residual water in the riser from collecting above the clapper. Refer to Victaulic submittal 30.34. ❑ Air Supply System—The air supply system contains all components for establishing and maintaining air in the system. The compressor, low-pressure alarms, ball valves, and required trim are included in the air supply system. ❑ Air Compressor(See page 6 for more on the Victaulic Series 7C7 Compressor Package) ❑ Air Maintenance Trim Assembly ❑ Fire Alarm Control Panels ❑ Drain Connection Kit—Included in VQR option. 401 gl 1,431 \ *— fk.711 tier .a. s Orange shaded areas identify companenu Nnar<opponal e9uipment. These components ase standard when thevpa assemby is ordered. Gray shatletl areas id<ntly components Nat are optional<yuipmenc. • • 31.80 8826 Rev H Updated 11/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 3 �ctaulic. victaullc.corrt 4.0 DIMENSIONS A A 1,ty G A A fel .11 L crip.1....,��`'i ( T B2 n - Q.■ II- I,.a. I� 9.i VMS: D1 ilk - 41 I 1�1M-1-11 i,i. I. 4 ItirC ir r r I Ma Ian', L -K-).-4-E > -> H It < C- Full Open Dimensions Weight Each I r Nominal ; iWithout With Size A Al B Bl i B2 C D Dl E F F1 ' G H J K f L Trim i Trim j inches 1 inches I inches inches inches inches I inches inches inches inches inches inches inches inches inches inches inches lbs lbs DN mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm kg kg I ; 11/2 9.00 16.37 !27.75 32.25 46.00 10.25 13.00 16.25 9.00 10.00 1 5.50 27.25 3.25 10.25 6.00 8.25 16.7 43.0 DN40 228.60 415.80 705 819 1168 260 330 413 229 254 140 692 83 260 152 210 7.6 19.5 2 9.00 13.83 27.75 32.25 46.00 10.00 13.00 16.50 9.00 10.00 6.75 27.00 3.25 10.25 6.00 8.75 17.0 43.0 DN50 228.60 351.28 705 819 1168 254 330 419 229 254 171 686 83 260 152 222 " 7.7 19.5 21/2 12.61 16.51 29.50 34.25 47.75 12.50 14,00 18.00 9.50 10.00 8.00 25.50 4.00 9.75 6.50 6.75 41.0 ll 65.0 320.29 419.35 749 870 i 1213 318 356 457 241 ! 254 203 648 102 248 165 171 18.7 !' 29.5 76.1 mm 1261 16.51 29.50 34.25 47.75 12.50 14.00 18.00 9.50 10.00 8.00 25.50 4.00 9.75 6.50 6.75 41.0 65.0 320.29 419.35 749 870 1213 318 356 457 241 254 203 648 102 248 165 171 18.7 29.5 3 12.61 16.51 29.50 34.25 47.75 12.50 14.00 18.00 9.50 10.00 8.00 25.50 4.00 9.75 6.50 6.75 41.0 66.0 DN80 320.29 419.35 749 870 ( 1213 318 356 457 241 254 203 648 102 248 165 171 18.7 29.9 4 15.03 19.85 30.25 34.75 48.25 15.00 16.00 22.00 11.00 11.25 9.25 25.25 4.75 8.50 8.00 7.00 : 59.0 95.0 DN100 381.76 504.19 768 883 1226 381 406 559 279 286 235 641 121 216 203 178 26.7 43.0 165.1 mm 16.00 22.13 31.25 35.75 50.25 15.25 17.00 28.75 11.00 11.75 11.75 25.50 4.50 8.25 8.25 7.25 80.0 116.0 406.40 562.10 794 908 1276 387 432 730 279 298 298 648 114 " 210 210 184 36.2 52.6 6 16.00 22.13 31.25 35.75 50.25 15.25 17.00 28.75 11.00 11.75 11.75 25.50 4.50 8.25 8.25 7.25 80.0 ,116.0; DN150 406.40 562.10 794 908 1276 387 432 730 279 ' 298 298 648 114 210 210 184 36.2 1 52.6 8 17.50 23.02 33.00 37.75 51.25 16.25 1625 25.25 12.25 10.00 13.75 26.00 4.75 8.25 9.25 7.75 122.0 158.0 DN200 444.50 584.71 838 959 1302 4t3 4131 641 311 254 349 660 121 210 ,, 235 , 197 ' 55.3 71.6 NOTES • The"A"dimension is the actual takeout dimension of the valve body. • The"Al"dimension is the actual takeout dimension of the valve body with water supply main control valve. • The"Dl"dimension is not a fixed measurement.The drip cup can be rotated to provide more clearance at the back of the trim. • Components shown as dotted lines denote optional equipment. • The recommended drain connection kit(shown in orange)is for reference and takeout dimensions,This drain connection comes standard when the VQR assembly is ordered. • • 31.80 8826 Rev H Updated 11/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 4 'ctaulic. victaulic.com 5.0 PERFORMANCE Hydraulic Friction Loss The chart below expresses the flow of water at 65°F/18°C through an open valve. 6.0 5.0 4.0 3.0 g F F 2.0 ti\ m1� mai o a +c sF e s ti S q F O1.0 0.9 Lai 0.78 ce 0.6 0.5 y 0.4 w a 0.3 0.2 0.1 10 20 30 40 60 80 100 200 300 400 600 1,000 2,000 4,000 6,000 10,000 20,000 800 3,000 8,000 FLOW RATE-GPM Frictional Resistance Cv Values: The chart below expresses the frictional resistance of Cv values for flow of water at+60°F/+16°C through a Victaulic Series 768N FireLock NXT. fully open valve are shown in the table below. Dry Valve in equivalent feet of straight pipe. Formulas for Cv values Where: Equivalent AP=Q2/Cv2 Flow Coefficient ' Cv Nominal Actual Length of Q=Cv x VAP " Size Outside Diameter Pipe Q(Flow) GPM inches inches feet AP(Pressure Drop) i psi DN mm meters 11/2 1.900 3.00 Valve Size Full Open DN40 48.3 0.914 Actual 2 2.375 9.00 Nominal Outside DN50 60.3 2.743 Size Diameter Flow Coefficient 21/2 2.875 8.00 inches inches Cv 73.0 2.438 mm mm Kv 3.076.1 mm 7600 8.00 2 439 11/2 1.900 60 40 48.3 52.0 ^ 3 3.500 17.00 2 ' 2.375 110 UINOU OZ 50 60.3 95.0 ..,.�_. 4 4.500 21.00 21/2 2.875 180 DN100 114.3 6.401 65 730 156.0 , . _, 10D.1 rrnn ti cnn �rnn 76.1 mm 3.000 180 165.1 6.706 76.1 156.0 , 6 6.625 22.00 3 3.500 200 DN150 168.3 6.706 80 88.9 173.0 8 8.625 50.00 4 4.500 350 DN200 , I 219.1 15.240 .....a . ,,.._. _ • _.. ....100 114.3 302.8 165.1 mm 6.500 1000 165.1 865.0` 6 6.625 1000 150 168.3 865.0 8 8.625 1500 200 219.1 14991 31.80 8826 Rev H Updated 11/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 5 ✓ctaulic' victaulic.com 5.0 PERFORMANCE (Continued) Air Supply Requirements • Minimum: 13 psi/90 kPA/.9 Bar regardless of the system water pressure • Maximum Recommended: 18 psi/124 kPa/1.24 Bar • Multiple Series 768N FireLock NXT Dry Valves with a common air supply: • Isolate systems with a Victaulic spring—loaded, soft-seated ball check valve to ensure air integrity and serviceability of each system. • Sizing the compressor: • Engineer/system designer is responsible • Entire system must be charged to the required air pressure within 30 minutes to meet NFPA requirements • An oversized compressor will slow down or possibly prevent valve operation • Compressor filling the system too fast: • May be necessary to restrict the air supply • Ensure that air exhausted from an open sprinkler or manual release valve is not replaced by the air supply system as fast as it is exhausted • Compressor Requirements • Base or Riser Mounted Compressors: • "On" or"low" pressure setting: 13 psi/90 kPA/.9 Bar • "Off" or "high" pressure setting: 18 psi/124 kPa/1.24 Bar • Victaulic Series 7C7 riser mounted and pre-set for pressure requirements (refer to Victaulic submittal 30.22). • If the compressor is not equipped with a pressure switch, the Series 757P Air Maintenance Trim Assembly with pressure switch should be installed (refer to Victaulic submittal 30.36). • Shop Air or Tank-Mounted Air Compressors: • Series 757 Regulated Air Maintenance Trim Assembly should be installed (refer to Victaulic submittal 30.35) • 13 psi/90 kPA/.9 Bar should be used as the set point for the air regulator • The compressor cut-in (turn-on) pressure setting should be at least 5 psi/34kPa/34 Bar above the set point of the air regulator. • Exploded View Trim: Series 757 Regulated Air Maintenance Trim Assembly(refer to Victaulic submittal 30.35) • Compressor Requirements and settings for systems installed with series 746 or series 746-LPA dry accelerators • A tank-mounted air compressor with a Series 757 Regulated AMTA must be used to supply air to system installed with a Series 746 or Series 746-LPA Dry Accelerator. • In the event a compressor becomes inoperative, a properly sized tank-mounted air compressor provides the greatest protection, since air can be supplied continuously to the sprinkler system for an extended time period. 31.80 8826 Rev H Updated 11/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 6 ✓ctaul.c' victaulic.com • • • 6.0 NOTIFICATIONS \pti 1 \°' A WAR a \\N\ \ mmil me* 000 • Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 30.35 F e "I- urn Assembly Series 757 Subminai 30.36.f ireLock n Au ` sire Assembly Series 7570 Submittal 30.22:FIre l.o..ke Compressor Put tot ,u Series 757 Submittal 30.32, ireLocki°"Water Motor Alarm Series 760 Submittal 30.65::FireLockT"'Low Pressure ATF,ator Sebes 776 Submittal -768N:FIrcLock NXi'"v Ory Valve Series 768N Installation Manual • User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,as well as Victaulic performance,maintenance, Victaulic reserves the right to change product specifications,designs and standard safety,and warning instructions.Nothing in this or any other document,nor any verbal equipment without notice and without incurring obligations. recommendation,advice,or opinion from any Victaulic employee,shall be deemed to Installation alter,vary,supersede,or waive any provision of Victaulic Company's standard conditions Reference should always be made to the Victaulic installation handbook or installation of sale,installation guide,or this disclaimer. instructions of the product you are installing.Handbooks are included with each shipment Intellectual Property Rights of Victaulic products,providing complete installation and assembly data,and are available No statement contained herein concerning a possible or suggested use of any material, in PDF format on our website at www.victaulic.com. product,service,or design is intended,or should be constructed,to grant any license Warranty under any patent or other intellectual property right of Victaulic or any of its subsidaries Refer to the Warranty section of the current Price List or contact Victaulic for details. or affiliates covering such use or design,or as a recommendation for the use of such material,product,service,or design in the infringement of any patent or other intellectual Trademarks property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic and all other Victaulic marks are the trademarks or registered trademarks of or patent applications for articles and/or methods of use in the United States and/or other Victaulic Company,and/or its affiliated entities,in the U.S.and/or other countries. countries. 31.80 8826 Rev H Updated 11/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com 7 jetaulie FireLock® Butterfly Valve ✓ctaulic' Series 705 with Weatherproof Actuator 10.81 • 1.0 PRODUCT DESCRIPTION • Available Sizes: 2— 12'/50—300 mm • cULus Listed, LPCB Listed, FM and VdS Approved for service up to 300 psi/2068 kPa/20 bar. • Designed for fire protection services only. • Features a weatherproof actuator housing Approved for indoor and outdoor use. • Actuation options: Hand wheel (2— 12750—300 mm) • Exclusively for use with pipe and Victaulic products which feature ends formed with the Victaulic Original Groove System (OGS)groove profile (see section 7.0 for Reference Materials). 2.0 CERTIFICATION/LISTINGS O• 4� us O FM vas LPCBI G410001 104j/04 NOTES • Refer to Victaulic sub!nittal publication :0.01 for details ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. i Location Spec Section Paragraph 1 Submitted By Date Approved Date • victaulic.cam 10.81 5662 Rev H Updated 03/2017 ©2017 Victaulic Company.All rights reserved. 1 ictaul.c' vi taa iio,CO ... ..... ............ • 2.1 CERTIFICATION/LISTINGS • Approval/Listing Service Pressures Series 705 Butterfly Valve Size cULus FM Vds LPCB Sp up to 300psi/2068kPa n/a up to 300psi/2068kPa up to 300psi/2068kPa 21/2 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 65 76.1 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psif2048kPa up to 300psi/2068kPa 3 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 80 4 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 100 5 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 125 139.7 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 6 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300ps1/2068kPa 150 165.1 mm up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 8 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 200 10 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 250 12 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 300 3.0 SPECIFICATIONS—MATERIAL Body: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 End Face, 2 —6"/50— 150 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Seal Retainer, 8— 12"/200—300 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Body Coating: Black alkyd enamel Disc: Ductile Iron conforming to ASTM A-536, Grade 65-45-12, with electroless nickel coating conforming to ASTM B-733 Seat: Grade "E" EPDM Stems:416 stainless steel conforming to ASTM A-582 Stem Seal Cartridge: C36000 brass Bearings: Stainless steel with TFE lining Stem Seals: EPDM Stem Retaining Ring: Carbon steel Actuator: El 2—8'/50—200 mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing 10— 12'/250—300 mm: Steel worm and cast iron quadrant gear, in a cast iron housing • 10.81 5662 Rev H Updated 03/2017 ©2017 Victaulic Company.All rights reserved. • victaulic.com 2 ✓ctaul.c' victaulic.com 4.0 DIMENSIONS Series 705 '11 lu(� c7i..0c ii_. i 1 OH I 4k ,. 1 F .4--J-.. :\)6Di E-+ A .�D Size Dimensions Actual Outside E to E DIA Nominal Diameter A B C E F G H I J inches inches inches inches inches inches inches inches inches inches i inches mm mm mm mm mm mm mm mm mm mm mm 2 2.375 4.25 2.28 6.41 4.00 4.22 4.50 2.12 60.3 60.3 108.0 57.9 162.8 101.6 107.2 114.3 53.8 21/2 2.875 3.77 2.28 7.54 _ 4.00 4.22 j 4.50 1.77 73 73.0 95.8 57.9 191.5 101.6 107.2 114.3 45.0 76.1 mm 3.000 3.77 2.28 7.54 4.00 4.22 4.50 1.77 76.1 95.8 57.9 191.5 101.6 107.2 114.3 45.0 3 3.500 3.77 2.53 7.79 _ _ 4.50 4.22 4.50 1.77 88.9 88.9 95.8 64.3 197.9 114.3 107.2 114.3 45.0 108mm 4.250 4.63 2.88 8.81 5.50 4.22 4.50 2.20 108.0 117.6 73.2 223.8 - 139.7 107.2 114.3 55.9 4 4.500 4.63 2.88 8.81 5.50 4.22 4.50 2.20 114.3 114.3 117.6 73.2 223.8 139.7 107.2 114.3 55.9 133mm 5.250 5.88 3.35 10.88 6.56 6.19 6.30 2.58 133.0 149.4 85.1 276.4 166.6 157.2 160.0 65.5 5.500 5.88 3.35 10.88 6.56 6.19 6.30 2.58 139.7 mm 139.7 149.4 85.1 276.4 166.6 157.2 160.0 65.6 5 5.563 5.88 3.35 10.88 6.56 6.19 6.30 2.58 141.3 141.3 149.4 85.1 276,4 166.6 157.2 160.0 65.5 159 mm 6250 5.88 3.84 11.38 0.41 7.52 6.19 6.30 2.58 159.0 149.4 97.5 289.1 10.4 191.0 157.2 160.0 65.5 165.1mm 6.500 5.88 3.84 11.38 0.41 7.52 6.19 6.30 2.58 165.1 149.4 97.5 289.1 10.4 191.0 157.2 160.0 65.5 6 6.625 5.88 3.84 11.38 _ 1 0.41 7.52 6.19 6.30 i 1.90 168.3 168.3 149.4 97.5 289.1 10.4 191.0 157.2 160.0 48.3 8 8.625 5.33 5.07 13.53 0.80 1.47 10.00 6.19 8.10 2.33 219.1 219.1 135.4 128.8 343.6 20.3 37.3 254.0 157.2 205.7 59.2 10 10.750 6.40 6.37 15.64 1.41 1.81 12.25 8.10 9.00 273 273.0 162.6 161.8 397.3 35.8 46.0 311.2 205.7 228.6 12 12.750 6.50 7.36 16.64 2.30 2.80 14.25 8.10 9.00 323.9 323.9 165.1 186.9 422.7 58.4 71.1 362.0 205.7 228.6 NOTE • Optional''Y15mm tap available.Contact Victaulic for details. . • 10.81 5662 Rev H Updated 03/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com 3 ✓ctaulic • victaulic.com • 5.0 PERFORMANCE Series 705 The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/meters of straight pipe. Nominal Outside Equivalent Size Diameter mm mm Feet/m inches inches of pipe 2 2.375 6 50 60.3 1.8 21/2 2.875 6 65 73.0 1.8 76.1 mm 3.000 6 76.1 1.8 3 3.500 7 du t50.7 L.I 4 4.500 8 100 1143 2.4:- 108 mm 108 mm B 2.4 5 5.563 12 125 141.3 3.7 133 mm 133 mm 12 3.7 139.7 mm 5.500 12 139.7 3.7 6 6.625 14 150 168.3 4.2 159mm 159mm 14 ` 4.3 165.1 mm 6.500 14 165.1 4.2 8 8.625 16 200 219.1 4.9 10 10.750 18 250 273.0 5.5 1212.750 - 19 300 1 ... ._ 323.9 5.8 10.81 5662 Rev H Updated 03/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com4 ✓ctaul c victaulic.com 5.1 PERFORMANCE Series 705 Cv values for flow of water at+60°F/+16°C through a fully open valve are shown in the table below. For additional details, contact Victaulic. Formulas for C.values Formulas for Kv values AP = Q' Where: AP = Q' Where: C2 Q=Flow(GPM) K' Q=Flow(m'/hr) AP=Pressure Drop(ps) AP=Pressure Drop(Bar) Q = C x 4P C =Flow Coefficient Q = K x N4P K =Flow Coefficient Valve Size Full Open Valve Size Full Open Actual Actual Nominal Outside Nominal Outside Size Diameter Flow Coefficient Size Diameter Flow Coefficient inches inches c, inches inches ic mm mm mm mm 2 2.375 2 2.375 50 60.3 170 50 60.3 147 21/2 2.875 21/2 2.875_ 65 73.0 260 65 73.0 225 76.1 mm 7600 260 76.1 mm 7fi 225 3 3.500 3 3.500 80 88.9 440 80 88.9 380 4 4.500 4 4.500 100 114.3 820 100 1143 710 108mm 108mm 820 108mm 108mm 710 5 5.563 1200 '35 5.563 125 141.3 125 141.3 1040 133mm 133mm 1200 133mm 133mm 1040 139.7mm 1390 1200 139.7mm 139.0 1040 6 6.625 6 6.625 150 168.3 1800 150 168.3 1560 159mm 159mm 1800 159mm 159mm 1,560 00 165.1 mm 66�� 1800 165.1 mm 16.1 1560 200 219,1 3400' 200 219.15 , 94143 t 8 8.625 8 8.62 10 10.750 10 10.750 250 273.0 5800 250 273.0 5020 12 12.750 9000 12 12.750 300 323.9 300 323.9 ' 10.81 5662 Rev H Updated 03/2017 ©2017 Victaulic Company.At rights reserved. victaulic com5 ✓ctaulic victaulic.com 6.0 NOTIFICATIONS a, 0 e 0 • * a • 11011 • Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Switch and Wiring 1. The supervisory switch contains two single pole, LISTED double throw, pre-wired switches. NC (U S NCTIONON B0% BN ' ,(/// 2. Switches are rated: CONDUIT -��` 10 amps @ 125 or 250 VAC/60 Hz sal . RIZ 0.50 amps @ 125 VDC I®I CONDUIT CONNECTOR, 11, 0.25 amps @ 250 VDC 1 WRE NUTS 3. Switches supervise the valve in the "OPEN" position. 5. One switch has two#18 insulated wires per terminal, / ' FIRE ALARM TO END-OF-LINE RESISTOR, which permit complete supervision of leads (refer CONTROL PANEL \ OR NEXT INDICATOR SUPERVISORY to diagrams and notes below). The second switch CIRCUIT has one#18 insulated wire per terminal. This double N` N COM Swn-cH circuit provides flexibility to operate two electrical CONTACT RATING 1 L_I I 10A AT 125 AND `..—E-, ■ Sl .v devices at separate locations, such as an indicating 250VAC, -i ❑ I 05A AT 125 VDC, light and an audible alarm, in the area that the valve 025 AT 250 VDC BELL --■ ■ 52 ■ is installed. 1 I� OR VOLTAGE SOURCE I I HORN 6. A#14 insulated ground lead (green) is provided. 0. Switch l i 2leads per terminal Switch#1 =51 Switch 2:Head per terminal For connection to the supervisory circuit of a UL Listed alarm control panel NOTES • The above diagram shows a connection between the common terminal Switch#2=S2 (yellow—S1 and yellow-with-orange stripe—S2)and the normally closed Auxiliaryswitch that maybe connected to auxiliaryterminal(blue—Si and blue-with-orange stripe—S2).In this example, the indicator light and alarm will stay on until the valve is fully open.When devices, per the authority having jurisdiction the valve is fully open,the indicator light and alarm will go out.Cap off any unused wires(e.g.brown with orange stripe). Normally Closed: (2) Blue • Only S1(two leads per terminal)may be connected to the fire alarm S1 control panel. Common: (2) Yellow • The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70(NEC). Normally Closed: Blue with Orange Stripe s2 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe 10.81 5662 Rev H Updated 03/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com 6 '✓ctaulic victaulic.com • ' • 7.1 REFERENCE MATERIALS 10.01:Regulatory Approval Reference Guide 29.07.:Terms and onditinnsrWerivnty I-100:Field Installation Handbook • • User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patentor other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design in the infringement of any patent or other intellectual Victaulic and all other Victaulic marks are the trademarks or registered trademarks of property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic Company,and/or its affiliated entities,in the U.S.and/or other countries. or patent applications for articles and/or methods of use in the United States and/or other countries. • • 10.81 5662 Rev H Updated 03/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com 7 CtaU IIc s - fire sprinker connections Friction Loss Data and Specifications FlexHead Internal Outlet Hose Maximum Maximum Maximum Maximum Rated Maximum Model# I.D. (orifice) Assembly Number of Equivalent Ambient Pressure K-factor in Size Length 90-Degree Length of Temperature in(cm) ft(m) Bends Schedule 40, Rating (3 in. Nominal 1 in. F(C) H-Series Bending Diameter Pipe,ft psi (kPa)/psi (kPa) Radius) FM UL 2024, :024H 1 1/2(1.27) 2(0.6) 3 3.5,11 11 3000(1480) 175(1205)/300(2068) 5.62 2036, :036H 1 1/2(1.27) 3(0 9) 3 4.8,19 16 3000(1480) 175(1205)/300(2068) 5.62 2048, :048H 1 1/2(1.27) 4(1.2) 4 6.8,21 24 300°(148°) 175(1205)/300(2068) 5.62 2060, '060H 11/2(1.27) 5(1.5) 4 8.5,24 3000(148°) 175(1205)/300(2068) 5.62 2072, '072H 1„ 1/2(1.27) 6(1.8) 4 8.9,27.5 35 3000(148°) 175(1205)/300(2068) 5.62 2024 75, 2024H 75 1 3/4(1.90) 2(0.6) 3 7.8,15.3 12 300°(148°) 175(1205)/300(2068) 14.0 2036 75,2036H 75 1 3/4(1.90) 3(0.9) 3 8.1,22.3 18 3000(1480) 175(1205),'300(2068) 14.0 2048 75,2048H 75 1 3/4(1.90) 4(1.2) 4 17.9,32.1 23 300°(148°) 175(1205)/300(2068) 14.0 2060 75,2060H 75 1 3/4(1.90) 5(1.5) 4 19.9,35.4 29 3000(1480) 175(1205)/300(2068) 14.0 2072 75,2072H 75 1 3/4(1.90) 6(1.8) 4 24.3,42.9 32 300°(148°) 175(1205)/300(2068) 14.0 2024E,2024HE 1 1/2(1.27) 2(0.6) 3 5.5,13 19 300°(148°) 175(1205)/300(2068) 5.62 2036E,2036HE 1 1/2(1.27) 3(0.9) 3 6.8,21 23 300°(148°) 175(1205)/300(2068) 5.62 2048E, 2048HE 1 1/2(1.27) 4(1.2) 4 8.8,23 27 300°(148°) 175(1205)/300(2068) 5.62 2060E, 2060HE 1 1/2(1.27) 5(1.5) 4 10.5,26 32 3000(1480) 175(1205)/300(2068) 5.62 2072E, 2072HE 1 1.1111.27)_ 6(1.8). 4 10.9,29.5 35 3002,(148°) 175(1205)/300(2068) 5.62 2024E 75 2024HE 75 1 3/4(1.90) 2(0.6) 3 9.8,17.3 18 300°(148°) 175(1205)/300(2068) 14.0 2036E 75,2036HE 75 1 3/4(1.90) 3(0.9) 3 10.1,24.3 23 300°(148°) 175(1205)/300(2068) 14.0 2048E 75,2048HE 75 1 3/4(1.90) 4(1.2) 4 19.9,34.1 23 300°(148°) 175(1205)/300(2068) 14.0 2060E 75,2060HE 75 1 3/4(1.90) 5(1.5) 4 21.9,37.4 29 300"(148°) 175(1205)/300(2068) 14.0 2072E 75,2072HE 75 1 3/4(1.90) 6.(1,81_ 4 26.3,44.9 32 300°(1481L 175(1205)1300(2068) 14.0 2036F 1.25 1/2(5.6) 3(0.9) 3 2.4 300°(148°) 175(1205)/300(2068) 5.62 2048F 1.25 1/2(5.6) 4(1.2) 4 4.7 300°(148°) 175(1205)/300(2068) 5.62 2072F 1.25 6 1/ (2 5 ) 6(1.8) (148° 4 7 7 300 ) 175(1205)/300(2068) 5.62 2036F75 1.25 3/4(14) 3(0.9) 3 2.5 300°(148°) 175(1205) 14.0 2048F75 1.25 3/4(14) 4(1.2) 4 4.5 300°(148°) 175(1205) 14.0 2072F75 1.25 3/4(14) 6(1.8) 4 7.2 300°(148°) 175(1205) 14.0 , 2036F100 1.25 1(14) 3(0.9) 3 3.0 300°(148°) 175(1205) 22.4 2048F100 1.25 1(14) 4(1.2) 4 4.6 300°(148°) 175(1205) 22.4 0 2072F100 1.25 1(14). __6(1.8) 4 6.7 300°048°) 175(1205) 22.4 Model Numbers:The"H"designates high pressure unit rated to 300 psig and the"E"designates elbow style unit. The"F"designates high flow rate using 1'/"internal hose diameter. FlexHead products are intended for use in hydraulically designed wet, pre-action,deluge or dry pipe sprinkler connections per NEPA 13, 13R,and 13D guidelines.The hydraulic loss of the FlexHead connector needs to be included in the hydraulic design calculations the same as a valve or fitting.Each FlexHead sprinkler drop has a 3"minimum bend radius per UL guidelines, and a 7"minimum bend radius per FM guidelines. * Equivalent lengths are shown with maximum number of 90 degree bends at the minimum bend-radius. Different values were obtained by FM and UL due to the differences in minimum bend radius,testing protocol and calculation methods.Please see individual testing standards for more information relative to friction loss(Equivalent Length of Pipe). ©88OO Dashboard Hydraulics Hydraulics Summary Sheet Project Information Calculation Date: 11/28/2018 10:14:58 AM TEMPLETON ELEMENTARY SCHOOL[ system ID SYS#2 drawing ref FP-6.13 REM#1 GYM building #2 9500 SW M ST. construction V-B TIGARD,OR occupancy GROUP E contract act## 3024-18 authority CITY OF TIGARD Contractor Information -, , Hydraulics Criteria — , Sound Fire Protection density .10 GPM/ft2 system type WET design std NFPA 13 2013 10772 SE HWY 212 remote area 1504 ft2 hazard LIGHT HAZARD CLACKAMAS,OR 97015 spr coverage 130 ft2 calculated by M.McNEIL sprs flowing 13 figure calc'd volume 526.1 gal curve telephone 503-655-3775 , fax 503-655-2990 �- Flow Test \ email MCNEIL@SOUNDFIREPRO.COM l static pressure 48.00 psi Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 13 TYCO TY-FRB TY-323 1/2 5.6 elevation from ff 4.00 ft date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH l 80 Remote Area 1 - Supply / Demand Graph 47.81 psi available at Sprinkler Demand of 30.72 psi with 70 Total System Flow of 299.5 GPM Margin: +35.8% 60 . = 50 - a. d li 40 co) UI sv 30 -Q 20 10 N1.85 0 299.5 GPM 0 50 100 150 200 250 300 350 Water Flow(GPM) • Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 6 TEMPLETON ELEMENTARY SCHOOL 138800 REM # 1 GYM Dashboard Hydraulics Supply Analysis (Remote Area 1) / Source Static Residual Quantity Pressure STotal Total / y Node Pressure Pressure Flowing /Available Flowstem RPressureequired Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.81 psi 299.5 GPM 30.72 psi Sprinkler Flow: 199.5 GPM Additional Flows: None Hose Flow at Zero: 100.0 GPM Total System Flow: 299.5 GPM Maximum velocity in pipe 108-115 is 7.9 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 150 22.5 Sprinkler 5.60 15.00 7.18 15.00 151 22.5 Sprinkler 5.60 15.00 7.19 15.01 149 22.5 Sprinkler 5.60 15.00 7.20 15.02 144 22.5 Sprinkler 5.60 15.00 7.25 15.07 145 22.5 Sprinkler 5.60 15.00 7.26 15.09 143 22.5 Sprinkler 5.60 15.00 7.27 15.10 152 22.5 Sprinkler 5.60 15.00 7.31 15.14 148 22.5 Sprinkler 5.60 15.00 7.34 15.17 146 22.5 Sprinkler 5.60 15.00 7.38 15.21 142 22.5 Sprinkler 5.60 15.00 7.41 15.25 147 22.5 Sprinkler 5.60 15.00 7.69 15.53 141 22.5 Sprinkler 5.60 15.00 7.77 15.61 140 22.5 Sprinkler 5.60 15.00 9.50 17.26 0 4.0 Hose@Zero 30.72 100.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 6 At, v 'EMPLETON ELEMENTARY SCHOOL ©8800 REM # 1 GYM DashboardHydrauhcs Pipe Information (Remote Area 1) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2in Friction Loss - To ft Type Total Total ft psi/ft Frict(Pf) psi 151 22.50 11/2"Sch 10 Len 8.0 C= 120 Pt 150) 7.175 1.6820 Ftg 0.0 Pe 0.000 150 22.50 BL 6.6Total 8.0 0.00170 Pf 0.014 152 22.50 11/2"Sch 10 15.0 Len 8.0 C= 120 Pt 151) 7.189 1.6820 Ftg 0.0 Pe 0.000 151 22.50 BL 21.6Total 8,0 0.01512 Pf 0.121 134 22.50 1Yz'Sch 10 15.1 Len 11.0 C= 120 Pt 152) 7.310 1.6820 Ftg 0.0 Pe 0.000 152 22.50 BL 36.8 Total 11.0 0.04031 Pf 0.443 133 22.50 2V Sch 10 Len 14.5 C= 120 Pt 134) 7.753 2.6350 0 Ftg 0.0 Pe 0.000 134 22.50 CM 36.8 Total 14.5 0.00453 Pf 0.066 Total Pressure at Node 133) 7.819 psi 149 22.50 1A"Sch 10 Len 8.0 C= 120 Pt 150) 7.175 1.6820 Ftg 0.0 - Pe 0.000 150 22.50 BL 8.4Total 8.0 0.00260 Pf 0.021 i 148 22.50 11/2"Sch 10 15.0 Len 8.0 C= 120 Pt 149) 7.196 1.6820 Ftg 0.0 - Pe 0.000 149 22.50 BL 23.4Total 8.0 0.01744 Pf 0.140 147 22.50 11/z Sch 10 15.2 Len 8.0 C= 120 Pt 148) 7.335 1.6820 Ftg 0.0 - Pe 0.000 148 22.50 BL 38.6Total 8,0 0.04397 Pf 0.352 117 22.50 1%"Sch 10 15.5 Len 52.0 C= 120 Pt 147) 7.687 1.6820 T,3E Ftg 24.7 Pe 0.000 147 22.50 BL 54.1 Total 76.7 0.08223 Pf 6.311 110 17.50 11/2'Sch 10 Len 5.0 C= 120 Pt 117) 13.998 1.6820 T Ftg 9.9 Pe 2.165 117 22.50 RN 54.1 Total 14.9 0.08223 Pf 1.225 108 17.50 3"Sch 10 Len 20.0 C= 120 Pt 110) 17.388 GYM START GRID 3.2600 0 Ftg 0.0 Pe 0.000 110 17.50 CM 54.1 Total 20.0 0.00328 Pf 0.066 Total Pressure at Node 108) 17.454 psi 13 12.00 4"Sch 10 Len 6.0 C= 120 Pt 100) 24.338 4.2600 3E Ftg 39.5 Pe 0.000 100 12.00 NC 199.5 Total 45.5 0.00996 Pf 0.453 Total Pressure at Node 13) 24.791 psi © Copyright 2010 Sigma Development Group, Inc. Page 3 of 6 'EMPLETON ELEMENTARY SCHOOL 138800 REM # 1 GYM ' \Az „ , Pipe Information (Remote Area 1) Dashboard Hydraulics From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss - To ft Type Total Total ft psi/ft Frict(Pf) psi 145 22.50 11/z'Sch 10 Len 8.0 C= 120 Pt 144) 7.246 1.6820 Ftg 0.0 Pe 0.000 144 22.50 BL 6.4Total 8.0 0.00158 Pf 0.013 Total Pressure at Node 145) 7.259 psi 100 12.00 4"Schlo Len 12.0 C= 120 Pt 101) 24.219 4.2600 0 Ftg 0.0 Pe 0.000 101 12.00 NC 199.5 Total 12.0 0.00996 Pf 0.119 Total Pressure at Node 100) 24.338 psi 146 22.50 11/2 Sch 10 Len 8.0 C= 120 Pt 145) 7.259 1.6820 Ftg 0.0 Pe 0.000 145 22.50 BL 21.5Total 8.0 0.01488 Pf 0.119 Total Pressure at Node 146) 7.378 psi 101 12.00 4"Sch 10 Len 12.0 C= 120 Pt 102) 24.099 4.2600 0 Ftg 0.0 - Pe 0.000 102 12.00 NC 199.5 Total 12.0 0.00996 Pf 0.119 Total Pressure at Node 101) 24.219 psi 133 22.50 11/2"Sch 10 Len 11.0 C= 120 Pt 146) 7.378 1.6820 Ftg 0.0 - Pe 0.000 146 22.50 BL 36.7 Total 11.0 0.04009 Pf 0.441 Total Pressure at Node 133) 7.819 psi 102 12.00 3"Sch 10 Len 48.5 C= 120 Pt 104) 18.906 +17'-0) (283-0) 3.2600 3E Ftg 28.2 Pe 2.382 104 17.50 NC 199.5 Total 76.7 0.03665 Pf 2.812 Total Pressure at Node 102) 24.099 psi 132 22.50 21/2 Sch 10 Len 14.5 C= 120 Pt 133) 7.819 2.6350 0 Ftg 0.0 - Pe 0.000 133 22.50 CM 73.5 Total 14.5 0.01628 Pf 0.236 Total Pressure at Node 132) 8.055 psi 104 17.50 3"Sch 10 Len 3.5 C= 120 Pt 105) 18.039 3.2600 T Ftg 20.2 Pe 0.000 105 17.50 NC 199.5 Total 23.7 0.03665 Pf 0.867 Total Pressure at Node 104) 18.906 psi 143 22.50 11/2"Sch 10 Len 8.0 C= 120 Pt 144) 7.246 1.6820 Ftg 0.0 Pe 0.000 144 22.50 BL 8.7Total 8.0 0.00280 Pf 0.022 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 6 ©, , 'EMPLETON ELEMENTARY SCHOOL Pipe InformationREM # 1 GYM Dashboard hydraulics (Remote Area 1) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes EIev2in -Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 142 22.50 1% Sch 10 15.1 Len 8.0 C= 120 Pt 143) 7.269 1.6820 Ftg 0.0 Pe 0.000 143 22.50 BL 23.8 Total 8.0 0.01800 Pf 0.144 { 141 22.50 1%"Sch 10 15.2 Len 8.0 C= 120 Pt 142) 7.413 1.6820 Ftg 0.0 Pe 0.000 142 22.50 BL 39.0 Total 8,0 0.04500 Pf 0.360 115 22.50 11/2'Sch 10 15.6 Len 50.0 C= 120 Pt 141) 7.773 1.6820 T,3E Ftg 24.7 Pe 0.000 141 22.50 BL 54.7 Total 74.7 0.08384 Pf 6.267 108 17.50 11/2 Sch 10 Len 5.0 C= 120 Pt 115) 14.040 1.6820 T Ftg 9.9 Pe 2.165 115 22.50 RN 54.7 Total 14.9 0.08384 Pf 1.249 107 17.50 3"Sch 10 54.1 Len 10.0 C= 120 Pt 108) 17.454 3.2600 0 Ftg 0.0 Pe 0.000 108 17.50 CM 108.7 Total 10.0 0.01193 Pf 0.119 Total Pressure at Node 107) 17.573 psi 140 22.50 172'Sch 10 Len 52.0 C= 120 Pt 132) 8.055 1.6820 Ftg 0.0 Pe 0.000 132 22.50 BL 30.1 Total 52.0 0.02787 Pf 1.449 114 22.50 11/2"Sch 10 17.3 Len 52.0 C= 120 Pt 140) 9.504 1.6820 T,3E Ftg 24.7 - Pe 0.000 140 22.50 BL 47.4 Total 76.7 0.06442 pf 4.944 107 17.50 11/2'Sch 10 Len 5.0 C= 120 Pt 114) 14.448 1.6820 T Ftg 9.9 - Pe 2.165 114 22.50 RN 47.4 Total 14.9 0.06442 Pf 0.960 105 17.50 3"Sch 10 108.7 Len 20.0 C= 120 Pt 107) 17.573 3.2600 0 Ftg 0.0 Pe 0.000 107 17.50 CM 156.1 Total 20.0 0.02329 Pf 0.466 Total Pressure at Node 105) 18.039 psi 131 22.50 2Yz•Sch 10 Len 14.5 C= 120 Pt 132) 8.055 2.6350 0 Ftg 0.0 - Pe 0.000 132 22.50 CM 43.3 Total 14.5 0.00613 Pf 0.089 112 22.50 11/2"Sch 10 Len 102.0 C= 120 Pt 131) 8.144 1.6820 T,3E Ftg 24.7 Pe 0.000 131 22.50 BL 43.3 Total 126.7 0.05457 Pf 6.917 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 6 ,,M.- 'EMPLETON ELEMENTARY SCHOOL - R8 800 REM# 1 GYM \ Pipe Information (Remote Area 1) Dashboard Hydraulics From Elft 1 I Pipe D Flows Inside Length ft Total(Pt) psi Added C Value GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 105 17.50 1%"Sch 10 Len 5 0 C= 120 Pt 112) 15.061 1.6820 T Ftg 9•9 Pe 2.165 112 22.50 RN 43.3 Total 14.9 0.05457 pf 0.813 Total Pressure at Node 105) 18.039 psi Len 15.0 Pt 13 24.791 PSI LOSS BFV 8-0 12 5.00 4"Sch 10 C= 120 ) 4.2600 0 Ftg 0.0 Pe 3.031 13 12.00 FR 199.5 Total 15.0 0.00996 Pf 0.149 11 coo 6"Sch 10 Len 1.0 C= 120 Pt 12) 27.972 6.3570 T Ftg 37.7 Pe 0.433 12 5.0o FR 199.5 Total 38.7 0.00142 Pf 0.055 Len 2.0 C= 120 Pt 11) 28.460 (11)WET#2 START(269. 8 4.00 6"Sch 10 5)ELV 6.3570 0 Ftg 0.0 Pe 0.000 11 4.00 FR 199.5 Total 2.0 0.00142 Pf 0.003 7 1.00 6"Sch 10 Len 3.0 C= 120 Pt 8) 28.462 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 199.5 Total 20.6 0.00142 pf 0.029 6 0.00 6"Sch 40 Len 1.0 C= 120 Pt 7) 29.791 6.0650 CV Ftg 32.0 Pe 0.433 7 1.00 FR 199.5 Total 33.0 0.00178 Pf 0.059 5 -4.00 6"DI Len14.0C= 140 Pt ) 30.282 (6)BOR(0-0 ELV @ 266-0) 5.8903 T,E Ftg 50.8 Pe 1.732 6 0.00 UN 199.5 Total 64.8 0.00155 Pf 0.100 4 too 8"DI Len 75.0 C= 140 Pt 5) 32.115 8.4500 T Ftg 61.5 Pe -2.165 5 -4.00 UN 199.5Total 136.5 0.00027 Pf 0.036 3 1.00 8"DI Len 16.0 C= 140 Pt 4) 29.986 8.4500 E Ftg 31.6 Pe 0.000 4 1.00 UN 199.5Total 47.6 0.00027 Pf 0.013 Len 1.0 Pt 3 28.999 Febco 8"Detector Check Valve 2 1.00 8"DI C= 140 ) Model 800:Loss=1.97 (E)8" 8.4500 DCA Ftg 0.0 Pe 0.000 BACKFLOW(267-0)ELV 3 1.00 UN 199.5Total 1.0 0.00027 Pf 0.000 0 4.00 8"DI Len 30.0 C= 140 Pt 2) 31.971 FLOW TEST (270-0)ELV 8.4500 T,GV,2E Ftg 131.7 Pe -1.299 2 1.00 UN 199.5Total 161.7 0.00027 pf 0.043 Total Pressure at Node 0) 30.715 psi © Copyright 2010 Sigma Development Group, Inc. Page 6 of 6 ©8800 Dashboard Hydraulics Hydraulics Summary Sheet Project Information Calculation Date: 11/28/2018 10:15:59 AM TEMPLETON ELEMENTARY SCHOOL system ID SYS#2 drawing ref FP-6.12 REM#2 PLATFORM building #2 9500 SW MURDOCK ST. construction V-B TIGARD,OR occupancy GROUP E contractract## 3024-18 authority CITY OF TIGARD Contractor Information — Hydraulics Criteria — Sound Fire Protection density .15 GPM/ft2 system type WET design std NFPA 13 2013 10772 SE HWY 212 remote area 1529 ft2 hazard ORDINARY 1 CLACKAMAS,OR 97015 spr coverage 100 ft2 sprs flowing 20 figure calculated by M.McNEIL calc'd volume 576.0 gal curve telephone 503-655-3775 fax 503-655-2990 r– Flow Test email MCNEIL@SOUNDFIREPRO.COM l static pressure 48.00 psi Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 20 TYCO TY-FRB TY-313 1/2 5.6 elevation from ff 4.00 ft date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH J Remote Area 2 - Supply / Demand Graph 80 4 47.40 psi available at Sprinkler Demand of 35.21 psi with 70 Total System Flow of 553.8 GPM Margin: +25.7% 60 ` 50 H cu 3 40 N toCD O d 30 2077 0 N1.85 553.8 GPM 075 150 225 300 375 450 525 600 675 Water Flow(GPM) • Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 9 OTEMPLETON ELEMENTARY SCHOOL ' ®$$,O REM#2 PLATFORM Supply Analysis (Remote Area 2) Dashboard Hydraulics/ h■ Y y Source Static Residual Quantity Pressure Total Total S stem Pressure Node Pressure Pressure /Flowing Availableow Required Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.40 psi 553.8 GPM 35.21 psi Sprinkler Flow: 303.8 GPM Additional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 553.8 GPM Maximum velocity in pipe 102-104 is 11.7 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 218 25.5 Sprinkler5.60 15.00 7.18 15.00 213 25.5 Sprinkler 5.60 15.00 7.18 15.01 217 25.5 Sprinkler 5.60 15.00 7.19 15.01 212 25.5 Sprinkler 5.60 15.00 7.20 15.02 219 25.5 Sprinkler 5.60 15.00 7.20 15.02 214 25.5 Sprinkler 5.60 15.00 7.20 15.03 208 25.5 Sprinkler 5.60 15.00 7.24 15.06 207 25.5 Sprinkler 5.60 15.00 7.2515.08 209 25.5 Sprinkler 5.60 15.00 7.25 15.08 216 25.5 Sprinkler 5.60 15.00 7.30 15.13 211 25.5 Sprinkler 5.60 15.00 7.32 15.15 203 25.5 Sprinkler 5.60 15.00 7.33 15.16 204 25.5 Sprinkler 5.60 15.00 7.34 15.17 202 25.5 Sprinkler 5.60 15.00 7.35 15.18 206 25.5 Sprinkler 5.60 15.00 7.38 15.21 201 25.5 Sprinkler 5.60 15.00 7.50 15.33 215 25.5 Sprinkler 5.60 15.00 7.61 15.45 210 25.5 Sprinkler 5.60 15.00 7.64 15.48 205 25.5 Sprinkler 5.60 15.00 7.72 15.56 200 25.5 Sprinkler 5.60 15.00 7.86 15.70 0 4.0 Hose@Zero 35.21 250.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 9 ' 'EMPLETON ELEMENTARY SCHOOL ©8800 REM #2 PLATFORM Pipe Information Dashboard Hydraulics 1'' (Remote Area 2) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 T e in -Friction Loss ft yp Total Total ft psi/ft Frict(Pf) psi 219 25.50 11/z'Sch 10 Len 8.0 C= 120 Pt 218) 7.176 1.6820 Ftg 0.0 Pe 0.000 218 25.50 BL 9.0 Total 8.0 0.00298 pf 0.024 130 25.50 1'/z'Sch 10 15.0 Len 42.0 C= 120 Pt 219) 7.199 1.6820 Ftg 0.0 - Pe 0.000 219 25.50 BL 24.0 Total 42.0 0.01833 Pf 0.770 123 24.50 11/2"Sch 10 Len 1.0 C= 120 Pt 130) 7.969 1.6820 T Ftg 9.9 - Pe 0.433 130 25.50 RN 24.0 Total 10.9 0.01833 Pf 0.200 Total Pressure at Node 123) 8.602 psi 217 25.50 11/2"Sch 10 Len 8.0 C= 120 Pt 218) 7.176 1.6820 Ftg 0.0 - Pe 0.000 218 25.50 BL 6.0 Total 8.0 0.00141 Pf 0.011 216 25.50 11/2'Sch 10 15.0 Len 8.0 C= 120 Pt 217) 7.187 1.6820 Ftg 0.0 Pe 0.000 217 25.50 BL 21.0 Total 8,0 0.01430 Pf 0.114 215 25.50 11/2 Sch 10 15.1 Len 8.0 C= 120 Pt 216) 7.301 1.6820 Ftg 0.0 Pe 0.000 216 25.50 BL 36.1 Total 8.0 0.03901 pf 0.312 116 25.50 11/2"Sch 10 15.5 Len 29.0 C= 120 Pt 215) 7.613 1.6820 2E Ftg 9.9 Pe 0.000 215 25.50 BL 51.6 Total 38.9 0.07537 Pf 2.932 109 17.50 1% Sch 10 Len 8.0 C= 120 Pt 116) 10.545 1.6820 T Ftg 9.9 - Pe 3.464 116 25.50 RN 51.6 Total 17.9 0.07537 Pf 1.349 Total Pressure at Node 109) 15.358 psi 214 25.50 1%"Sch 10 . Len 8.0 C= 120 Pt 213) 7.182 1.6820 Ftg 0.0 - Pe 0.000 213 25.50 BL 8.4 Total 8,0 0.00265 Pf 0.021 129 25.50 1% Sch 10 15.0 Len 42.0 C= 120 Pt 214) 7.203 1.6820 Ftg 0.0 Pe 0.000 214 25.50 BL 23.5 Total 42.0 0.01755 Pf 0.737 Total Pressure at Node 129) 7.941 psi 13 12.00 4"Sch 10 Len 6.0 C= 120 Pt 100) 27.695 KITCHEN GRID START(100) 4.2600 3E Ftg 39.5 Pe 0.000 100 12.00 NC 303.8 Total 45.5 0.02169 pf 0.987 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 9 A o 'EMPLETON ELEMENTARY SCHOOL ©8800 REM#2 PLATFORM " Dashboard H,ydraulics Pipe Information (Remote Area 2) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ftAdded Inside GPM Diameter Fittings Fitting ft- Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi Total Pressure at Node 13) 28.682 psi 122 24.50 11/2"Sch 10 Len 1.0 C= 120 Pt 129) 7.941 1.6820 T Ftg 9.9 Pe 0.433 129 25.50 RN 23.5Total 10.9 0.01755 pf 0.191 Total Pressure at Node 122) 8.565 psi 100 12.00 4"Sch to Len 12.0 C= 120 Pt 101) 27.435 4.2600 0 Ftg 0.0 Pe 0.000 101 12.00 NC 303.8Total 12.0 0.02169 pf 0.260 Total Pressure at Node 100) 27.695 psi 212 25.50 11/ Sch 10 Len 8.0 C= 120 Pt 213) 7.182 1.6820 Ftg 0.0 - Pe 0.000 213 25.50 BL 6.6Total 8,0 0.00166 Pf 0.013 Total Pressure at Node 212) 7.196 psi 101 12.00 a"Sch 10 Len 12.0 C= 120 Pt 102) 27.175 4.2600 0 Ftg 0.0 Pe 0.000 102 12.00 NC 303.8Total 12.0 0.02169 Pf 0.260 Total Pressure at Node 101) 27.435 psi 211 25.50 11/2'Sch 10 Len 8.0 C= 120 Pt 212) 7.196 1.6820 Ftg 0.0 Pe 0.000 212 25.50 BL 21.6Total 8.0 0.01504 Pf 0.120 Total Pressure at Node 211) 7.316 psi 102 12.00 3"Sch 10 Len 48.5 C= 120 Pt 104) 18.668 3.2600 3E Ftg 28.2 Pe 2.382 104 17.50 NC 303.8Total 76.7 0.07984 Pf 6.125 Total Pressure at Node 102) 27.175 psi 210 25.50 11/2"Sch 10 Len 8.0 C= 120 Pt 211) 7.316 1.6820 Ftg 0.0 Pe 0.000 211 25.50 BL 36.7Total 8.0 0.04020 Pf 0.322 Total Pressure at Node 210) 7.637 psi 104 17.50 3"sch 10 Len 3.5 C= 120 Pt 105) 16.779 3.2600 T Ftg 20.2 Pe 0.000 105 17.50 NC 303.8Total 23.7 0.07984 Pf 1.889 Total Pressure at Node 104) 18.668 psi © Copyright 2010 Sigma Development Group, Inc. Page 4 of 9 1 4, 'EMPLETON ELEMENTARY SCHOOL ©ssoo ,„." REM#2 PLATFORM Dashboard Hydraulics Pipe Information (Remote Area 2) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 115 25.50 11/2Sch 10 Len 29.0 C= 120 Pt 210) 7.637 1.6820 2E Ftg 9.9 - Pe 0.000 210 25.50 BL 52.2 Total 38.9 0.07704 Pf 2.997 ~ 108 17.50 11/2"Sch 10 Len 8.0 C= 120 Pt 115) 10.634 1.6820 T Ftg 9.9 - Pe 3.464 115 25.50 RN 52.2 Total 17.9 0.07704 pf 1.379 Total Pressure at Node 108) 15.477 psi 209 25.50 11/2"Sch 10 Len 8.0 C= 120 Pt 208) 7.235 1.6820 Ftg 0.0 - Pe 0.000 208 25.50 BL 7.7 Total 8.0 0.00221 Pf 0.018 128 25.50 1% Sch 10 15.1 Len 42.0 C= 120 Pt 209) 7.253 1.6820 Ftg 0.0 Pe 0.000 209 25.50 BL 22.7 Total 42.0 0.01655 Pf 0.695 121 24.50 11/z"Sch 10 Len 1.0 C= 120 Pt 128) 7.948 1.6820 T Ftg 9.9 Pe 0.433 128 25.50 RN 22.7 Total 10.9 0.01655 Pf 0.180 Total Pressure at Node 121) 8.561 psi 207 25.50 1% Sch 10 Len 8.0 C= 120 Pt 208) 7.235 1.6820 Ftg 0.0 - Pe 0.000 208 25.50 BL 7.4 Total 8.0 0.00208 Pf 0.017 206 25.50 11/2 Sch 10 15.1 Len 8.0 C= 120 Pt 207) 7.252 1.6820 Ftg 0.0 - Pe 0.000 207 25.50 BL 22.5 Total 8.0 0.01622 pf 0.130 205 25.50 1% Sch 10 15.2 Len 8.0 C= 120 Pt 206) 7.382 1.6820 Ftg 0.0 Pe 0.000 206 25.50 BL 37.7 0.04219 Pf 0.338 Total 8.0 114 25.50 1% Sch 10 15.6 Len 29.0 C= 120 Pt 205) 7.719 1.6820 2E Ftg 9.9 - Pe 0.000 205 25.50 BL 53.3 Total 38.9 0.07994 pf 3.110 107 17.50 11/2'Sch 10 Len 8.0 C= 120 Pt 114) 10.829 1.6820 T Ftg 9.9 Pe 3.464 114 25.50 RN 53.3 Total 17.9 0.07994 Pf 1.431 Total Pressure at Node 107) 15.724 psi 204 25.50 11/2"Sch 10 Len 8.0 C= 120 Pt 203) 7.329 1.6820 Ftg 0.0 Pe 0.000 203 25.50 BL 6.4 Total 8.0 0.00158 Pf 0.013 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 9 a 'EMPLETON ELEMENTARY SCHOOL Q8 o REM #2 PLATFORM aa,= Dashboard Hydraulics Pipe Information (Remote Area 2) From Elev1 Pipe ID Flows Inside Length ft C Value Total(Pt) psi ftAdded GPM Diameter Fittings Fitting ft- Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total in Total ftpsi/ft Frict(Pf) psi 127 25.50 11/2"Sch 10 15.2 Len 42.0 C= 120 Pt 204) 7.341 1.6820 Ftg 0.0 Pe 0.000 204 25.50 BL 21.6 Total 42.0 0.01501 Pf 0.630 120 24.50 11/2 Sch 10 Len 1.0 c.0 = 120 Pt 127) 7.971 1.6820 T Ftg 9.9 Pe 0.433 127 25.50 RN 21.6 Total 10.9 0.01501 pf 0.164 Total Pressure at Node 120) 8.568 psi 202 25.50 11/2'scn 10 Len 80 C= 120 Pt 203) 7.329 1.6820 Ftg 0.0 Pe 0.000 203 25.50 BL 8.8 Total 8 0 0.00284 Pf 0.023 201 25.50 11/2 Sch 10 15.2 Len 8.0 C= 120 Pt 202) 7.351 1.6820 Ftg 0.0 - Pe 0.000 202 25.50 BL 24.0Total 8.0 0.01823 Pf 0.146 200 25.50 11/2'Sch 10 15.3 Len 8.0 C= 120 Pt 201) 7.497 1.6820 Ftg 0.0 - Pe 0.000 201 25.50 BL39.3 Total 8.0 0.04552 Pf 0.364 113 25.50 11/2'Sch 10 15.7 Len 29.0 C= 120 Pt 200) 7.861 1.6820 2E Ftg 9.9 - Pe 0.000 200 25.50 BL 55.0 Total 38.9 0.08479 Pf 3.298 106 17.50 11/2"Sch 10 Len 80 c= 120 Pt 113) 11.160 1.6820 T Ftg 9.9 - Pe 3.464 113 25.50 RN 55.0 Total 17.9 0.08479 Pf 1.518 Total Pressure at Node106) 16.141 psi 122 24.50 z'/z'Sch 10 Len 10.0 C= 120 Pt 121) 8.561 2.6350 0 Ftg 0.0 - Pe 0.000 121 24.50 CM 9.6Total 10.0 0.00037 Pf 0.004 123 24.50 2'/1'Sch 10 23.5 Len 10.0 C= 120 Pt 122) 8.565 2.6350 0 Ftg 0.0 Pe 0.000 122 24.50 CM 33.0Total 10.0 0.00371 Pf 0.037 124 24.50 TA"Sch 10 24.0 Len 10.0 C= 120 Pt 123) 8.602 2.6350 0 Ftg 0.0 - Pe 0.000 123 24.50 CM 57.1 Total 10.0 0.01020 Pf 0.102 125 24.50 2'/z'Sch 10 -28.6 Len 10.0 C= 120 Pt 124) 8.704 2.6350 0 Ftg 0.0 Pe 0.000 124 24.50 CM 28.4Total 10.0 0.00281 Pf 0.028 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 9 'EMPLETON ELEMENTARY SCHOOL 138800 REM#2 PLATFORM Pipe Information Dashboard Hydraulics (Remote Area 2) From Elev1 pi a ID Flows Length ft Total(Pt) psi ft p Added Inside C Value - GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes Elev2 in Friction Loss - Toft Type Total Total ft psi/ft Frict(Pf) psi 132 25.50 11/2"Sch 10 Len 1.0 C= 120 Pt 125) 8.732 1.6820 T Ftg 9.9 - Pe -0.433 125 24.50 RN 28.4 Total 10.9 0.02505 pf 0.273 118 25.50 11/2"Sch 10 Len 103.0 C= 120 Pt 132) 8.572 1.6820 2E Ftg 9.9 Pe 0.000 132 25.50 BL 28.4 Total 112.9 0.02505 pf 2.828 111 17.50 11/2 Sch 10 Len 8.0 C= 120 Pt 118) 11.400 1.6820 T Ftg 9.9 Pe 3.464 118 25.50 RN 28.4 Total 17.9 0.02505 pf 0.448 110 17.50 3"Sch 10 Len 10.0 C= 120 Pt 111) 15.312 3.2600 0 Ftg 0.0 - Pe 0.000 111 17.50 CM 28.4 Total 10.0 0.00100 pf 0.010 Total Pressure at Node 110) 15.322 psi 131 25.50 11/2 Sch 10 Len 1.0 C= 120 Pt 124) 8.704 1.6820 T Ftg 9.9 Pe -0.433 124 24.50 RN 28.6 Total 10.9 0.02531 pf 0.276 117 25.50 11/2 Sch 10 Len 103.0 C= 120 Pt 131) 8.547 1.6820 2E Ftg 9.9 Pe 0.000 131 25.50 BL 28.6 Total 112.9 0.02531 pf 2.858 110 17.50 1%"Sch 10 Len 8.0 C= 120 Pt 117) 11.405 1.6820 T Ftg 9.9 Pe 3.464 117 25.50 RN 28.6 Total 17.9 0.02531 pf 0.453 109 17.50 3"Sch 10 28.4 Len 10.0 C= 120 Pt 110) 15.322 3.2600 0 Ftg 0.0 Pe 0.000 110 17.50 CM 57.1 Total 10.0 0.00362 pf 0.036 108 17.50 3"Sch 10 51.6 Len 10.0 C= 120 Pt 109) 15.358 3.2600 0 Ftg 0.0 - Pe 0.000 109 17.50 CM 108.6 Total 10.0 0.01191 pf 0.119 107 17.50 3"Sch 10 52.2 Len 10.0 C= 120 Pt 108) 15.477 3.2600 0 Ftg 0.0 Pe 0.000 108 17.50 CM 160.9 Total 10.0 0.02461 pf 0.246 106 17.50 3"Sch 10 53.3 Len 10.0 C= 120 Pt 107) 15.724 3.2600 0 Ftg 0.0 Pe 0.000 107 17.50 CM 214.1 Total 10.0 0.04178 pf 0.418 © Copyright 2010 Sigma Development Group, Inc. Page 7 of 9 Ate,';, 'EMPLETON ELEMENTARY SCHOOL 18840 REM #2 PLATFORM ' m Pipe Information (Remote Area 2) Dashboard Hydraulics From Elev1 pi a ID Flows Length ft C Value Total(Pt) psi ft P Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 105 17.50 3"Sch to 55.0 Len 10.0 C= 120 Pt 106) 16.141 3.2600 0 Ftg 0.0 - Pe 0.000 106 17.50 CM 269.1 Total 10.0 0.06377 pf 0.638 Total Pressure at Node 105) 16.779 psi 120 24.50 21/20 Sch 10 Len 10.0 C= 120 Pt 121) 8.561 2.6350 0 Ftg 0.0 - Pe 0.000 121 24.50 CM 13.2 Total 10.0 0.00068 pf 0.007 119 24.50 rig'Sch 10 21.6 Len 10.0 C= 120 Pt 120) 8.568 2.6350 0 Ftg 0.0 - Pe 0.000 120 24.50 CM 34.7 Total 10.0 0.00407 pf 0.041 126 25.50 11/2'Sch 10 Len 1.0 C= 120 Pt 119) 8.609 1.6820 T Ftg 9.9 - Pe -0.433 119 24.50 RN 34.7 Total 10.9 0.03627 pf 0.395 M 112 25.50 11/2'Sch 10 Len 103.0 C= 120 Pt 126) 8.571 1.6820 2E Ftg 9.9 - Pe 0.000 126 25.50 BL 34.7 Total 112.9 0.03627 Pf 4.095 105 17.50 11/2'Sch 10 Len 8.0 C= 120 Pt 112) 12.666 1.6820 T Ftg 9.9 Pe 3.464 112 25.50 RN 34.7Total 17.9 0.03627 Pf 0.649 Total Pressure at Node 105) 16.779 psi 12 5.00 4"Sch 10 Len 15.0 C= 120 Pt 13) 28.682 PSI LOSS BFV 8-0 4.2600 0 Ftg 0.0 - Pe 3.031 13 12.00 FR 303.8Total 15.0 0.02169 pf 0.325 11 4.00 6"Sch to Len 1.0 C= 120 Pt 12) 32.039 6.3570 T Ftg 37.7 Pe 0.433 12 5.00 FR 303.8Total 38.7 0.00309 Pf 0.120 8 4.00 6"Sch 10 Len 2.0 C= 120 Pt 11) 32.591 5)ELV ET#2 START(269. 6.3570 0 Ftg 0.0 - Pe 0.000 11 4.00 FR 303.8Total 2.0 0.00309 Pf 0.006 7 1.00 6"Sch to Len 3.0 C= 120 Pt 8) 32.598 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 303.8 Total 20.6 0.00309 pf 0.064 6 0.00 6"Sch 40 Len 1.0 C= 120 Pt 7) 33.960 6.0650 CV Ftg 32.0 Pe 0.433 7 1.00 FR 303.8Total 33.0 0.00388 Pf 0.128 © Copyright 2010 Sigma Development Group, Inc. Page 8 of 9 At % 'EMPLETON ELEMENTARY SCHOOL ®$$Q� REM#2 PLATFORM Dashboard` Hydraulics Pipe Information (Remote Area 2) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 5 -4.00 s"DI Len 14.0 C= 140 Pt 6) 34.521 (6)BOR(0-00 ELV)(266-0) 5.8903 T,E Ftg 50.8 Pe 1.732 6 0.00 UN 303.8 Total 64.8 0.00337 pf 0.218 4 1.00 8"DI Len 75.0 C= 140 Pt 5) 36.471 8.4500 T Ftg 61.5 Pe -2.165 5 -4.00 UN 303.8 Total 136.5 0.00058 pf 0.079 3 1.00 8'DI Len 16.0 C= 140 Pt 4) 34.386 8.4500 E Ftg 31.6 Pe 0.000 4 1.00 UN 303.8 Total 47.6 0.00058 Pf 0.028 2 1.00 8"DI Len 1.0 3) 34.413 Febco 8"Detector Check Valve C= 140 Pt Model 800:Loss=2.00 (E)8" 8.4500 DCA Ftg 0.0 Pe 0.000 BACKFLOW(267-0)ELV 3 1.00 UN 303.8 Total 1.0 0.00058 Pf 0.001 0 4.00 8"DI Len 30.0 C= 140 Pt 2) 36.414 FLOW TEST(270-0)ELV 8.4500 T,GV,2E Ftg 131.7 Pe -1.299 2 1.00 UN 303.8 Total 161.7 0.00058 Pf 0.094 Total Pressure at Node 0) 35.209 psi © Copyright 2010 Sigma Development Group, Inc. Page 9 of 9 13$$00 Oar, , yd,�U�,� Hydraulics Summary Sheet Project Information Calculation Date: 11/28/2018 10:16:20 AM TEMPLETON ELEMENTARY SCHOOL system ID SYS#2 drawing ref FP-6.12 REM#3-KITCHEN building #2 9500 SW MURDOCK ST. construction V-B TIGARD,OR occupancy GROUP E contractract## 3024-18 authority CITY OF TIGARD Contractor Information , Hydraulics Criteria • Sound Fire Protection density .20 GPM/ft2 system type WET design std NFPA 13 2013 10772 SE HWY 212 remote area 929 ft2 hazard ORDINARY 2 CLACKAMAS,OR 97015 spr coverage 120 ft2 sprs flowing 11 figure calculated by M.McNEIL calc'd volume 484.9 gal curve 11.2.3.2.3.1 telephone 503-655-3775 fax 503-655-2990 Flow Test , email MCNEIL@SOUNDFIREPRO.COM static pressure 48.00 psi Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 11 TYCO TY-FRB TY323 1/2 5.6 elevation from ff 4.00 ft date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH 80 Supply / Demand Graph 47.47 psi available at Sprinkler Demand of 37.17 psi with 70 Total System Flow of 517.8 GPM Margin: +21.7% 60 = 50 la 6. = 40 rn) / —0. a) O.- 30 20 10 0 N1.85 517.8 GPM 0 75 150 225 300 375 450 525 600 Water Flow(GPM) 0 Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 7 ®8800 TEMPLETON ELEMENTARY SCHOOL Supply Analysis REM#3-KITCHEN Dashboard Hydraulics / Source Static Residual Quantity Pressure Total Total System Pressure/ Node Pressure Pressure Flowing Available Flow Required Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.47 psi 517.8 GPM 37.17 psi Sprinkler Flow: 267.8 GPM Additional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 517.8 GPM Maximum velocity in pipe 177-308 is 9.2 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 303 10.0 Sprinkler 5.60 24.00 18.37 24.00 FLEXIBLE DROP 304 10.0 Sprinkler 5.60 24.00 18.37 24.00 FLEXIBLE DROP 305 10.0 Sprinkler 5.60 24.00 18.39 24.01 FLEXIBLE DROP 302 10.0 Sprinkler 5.60 24.00 18.39 24.02 FLEXIBLE DROP 301 10.0 Sprinkler 5.60 24.00 18.47 24.06 FLEXIBLE DROP 310 10.0 Sprinkler 5.60 24.00 19.11 24.48 FLEXIBLE DROP 309 10.0 Sprinkler 5.60 24.00 19.25 24.57 FLEXIBLE DROP 307 10.0 Sprinkler 5.60 24.00 19.25 24.57 FLEXIBLE DROP 300 10.0 Sprinkler 5.60 24.00 19.35 24.63 FLEXIBLE DROP 306 10.0 Sprinkler 5.60 24.00 19.50 24.73 FLEXIBLE DROP 308 10.0 Sprinkler 5.60 24.00 19.56 24.77 FLEXIBLE DROP 0 4.0 Hose@Zero 37.17 250.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 7 E188;00" 'EMPLETON ELEMENTARY SCHOOL 'V.' Pipe Information Dashboard Hydraulics 1" REM #3-KITCHEN From Elev1 pi a ID Flows Length ft Total(Pt) psi ft p Added Inside C Value GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 T e in Friction Loss - ft yp Total Total ft psi/ft Frict(Pf) psi 172 13.00 1"Sch 40 Len 35.0 C= 120 Pt 303) 18.368 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 Pe -1.299 303 10.00 BN 24.0 Total 42.0 0.18233 Pf 7.658 Total Pressure at Node 172) 24.727 psi 179 13.00 1"Sch 40 Len 35.0 = 120 Pt 310) 19.115 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 Pe -1.299 310 10.00 BN 24.5 Total 42.0 0.18919 Pf 7.946 Total Pressure at Node 179) 25.761 psi 178 13.00 1"Sch 40 Len 35.0 C= 120 Pt 309) 19.247 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 Pe -1.299 309 10.00 BN 24.6 Total 42.0 0.19040 pf 7.997 Total Pressure at Node 178) 25.945 psi 177 13.00 1"Sch 40 Len 35.0 C= 120 Pt 308) 19.558 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 Pe -1.299 308 10.00 BN 24.8 Total 42.0 0.19324 Pf 8.116 Total Pressure at Node 177) 26.375 psi 176 13.00 1"Sch 40 Len 35.0 C= 120 Pt 307) 19.253 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 Pe -1.299 307 10.00 BN 24.6 Total 42.0 0.19046 pf 7.999 Total Pressure at Node 176) 25.954 psi 175 13.00 1"Sch 40 Len 35.0C= 120 Pt 306) 19.498 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 Pe -1.299 306 10.00 BN 24.7 Total 42.0 0.19269 Pf 8.093 Total Pressure at Node 175) 26.292 psi 174 13.00 1"Sch 40 Len 35.0C= 120 Pt 305) 18.388 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 - Pe -1.299 305 moo BN 24.0 Total 42.0 0.18252 Pf 7.666 Total Pressure at Node 174) 24.755 psi 173 13.00 1"Sch 40 Len 35.0 C= 120 Pt 304) 18.369 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 - Pe -1.299 304 10.00 BN 24.0 Total 42.0 0.18234 Pf 7.658 Total Pressure at Node 173) 24.728 psi 171 13.00 1"Sch 40 Len 35.0C= 120 Pt 302) 18.392 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 Pe -1.299 302 10.00 BN 24.0 Total 42.0 0.18255 Pf 7.667 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 7 13880Q 'EMPLETON ELEMENTARY SCHOOL , Pipe Information REM #3-KITCHEN Dashboard Hydraulics From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ftAdded Inside GPM Diameter Fittings Fitting ft- Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi Total Pressure at Node 171) 24.761 psi 170 13.00 1"Sch 40 Len 35.0 C= 120 Pt 301) 18.467 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 - Pe -1.299 301 10.00 BN 24.1 Total 42.0 0.18324 Pf 7.696 Total Pressure at Node 170) 24.864 psi 13 12.00 4"Sch 10 Len 6.0 C= 120 Pt 100) 29.989 4.2600 3E Ftg 39.5 Pe 0.000 100 12.00 NC 267.8Total 45.5 0.01718 pf 0.782 Total Pressure at Node 13) 30.771 psi 169 13.00 1"Sch 40 Len 35.0 C= 120 Pt 300) 19.351 FLEXIBLE DROP 1.0490 T,E Ftg 7.0 Pe -1.299 300 10.00 BN 24.6Total 42.0 0.19135 Pf 8.037 Total Pressure at Node 169) 26.088 psi 173 13.00 2"Sch 10 Len 4.0 C= 120 Pt 172) 24.727 2.1570 0 Ftg 0.0 Pe 0.000 172 13.00 BL 3.2Total 4.0 0.00013 Pf 0.001 174 13.00 2"Sch 10 24.0 Len 4.0 C= 120 Pt 173) 24.728 2.1570 0 Ftg 0.0 Pe 0.000 173 13.00 BL 27.2Total 4.0 0.00689 Pf 0.028 166 13.00 2"Sch 10 24.0 Len 8.0 C= 120 Pt 174) 24.755 2.1570 E Ftg 6.2 Pe 0.000 174 13.00 BL 51.3 Total 14.2 0.02218 Pf 0.314 163 12.00 2' Sch 10 Len 1.0 C= 120 Pt 166) 25.069 2.1570 T Ftg 12.3 - Pe 0.433 166 13.00 RN 51.3Total 13.3 0.02218 Pf 0.295 164 12.00 2"Sch10 Len 12.0 C= 120 Pt 163) 25.797 2.1570 0 Ftg 0.0 - Pe 0.000 163 12.00 CM 51.3Total 12.0 0.02218 pf 0.266 165 12.00 2"Sch 10 -33.8 Len 12.0 C= 120 Pt 164) 26.063 2.1570 0 Ftg 0.0 Pe 0.000 164 12.00 CM 17.4Total 12.0 0.00302 Pf 0.036 168 13.00 2"Sch 10 Len 1.0 C= 120 Pt 165) 26.099 2.1570 T Ftg 12.3 - Pe -0.433 165 12.00 RN 17.4Total 13.3 0.00302 pf 0.040 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 7 ©8800 •EMPLETON ELEMENTARY SCHOOL ,4.:..1,- Pipe Information REM #3-KITCHEN Dashboard Hydraulics From Elev1 pi a ID Flows Length ft Total(Pt) psi ft p Added Inside C Value GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 179 13.00 2"Sch 10 Len 12.0 C= 120 Pt 168) 25.707 2.1570 E Ftg 6.2 Pe 0.000 168 13.00 BL 17.4 Total 18.2 0.00302 Pf 0.055 178 13.00 2"Sch 10 24.5 Len 12.0 C= 120 Pt 179) 25.761 2.1570 0 Ftg 0.0 Pe 0.000 179 13.00 BL 41.9 Total 12.0 0.01529 Pf 0.183 177 13.00 2"Sch 10 24.6 Len 12.0 C= 120 Pt 178) 25.945 2.1570 0 Ftg 0.0 Pe 0.000 178 13.00 BL 66.5 Total 12.0 0.03588 Pf 0.431 162 13.00 2"Sch 10 24.8 Len 28.0 C= 120 Pt 177) 26.375 2.1570 E Ftg 6.2 - Pe 0.000 177 13.00 BL 91.3 Total 34.2 0.06446 Pf 2.201 102 12.00 2"Schlo Len 1.0 C= 120 Pt 162) 28.577 2.1570 T Ftg 12.3 - Pe 0.433 162 13.00 RN 91.3 Total 13.3 0.06446 Pf 0.858 101 12.00 4"Sch 10 Len 12.0 C= 120 Pt 102) 29.868 4.2600 0 Ftg 0.0 Pe 0.000 102 12.00 CM 91.3 Total 12.0 0.00234 Pf 0.028 Total Pressure at Node 101) 29.896 psi 167 13.00 2"Schlo Len 1.0 C= 120 Pt 164) 26.063 2.1570 T Ftg 12.3 - Pe -0.433 164 12.00 RN 33.8 Total 13.3 0.01028 Pf 0.137 176 13.00 2"Sch 10 Len 12.0 C= 120 Pt 167) 25.767 2.1570 E Ftg 6.2 Pe 0.000 167 13.00 BL 33.8 Total 18.2 0.01028 Pf 0.187 175 13.00 2"Sch 10 24.6 Len 12.0 C= 120 Pt 176) 25.954 2.1570 0 Ftg 0.0 Pe 0.000 176 13.00 BL 58.4 Total 12.0 0.02822 Pf 0.339 161 13.00 2"Sch 10 24.7 Len 39.0 C= 120 Pt 175) 26.292 2.1570 E Ftg 6.2 Pe 0.000 175 13.00 BL 83.1 Total 45.2 0.05423 Pf 2.449 101 12.00 2"Schlo Len 1.0 C= 120 Pt 161) 28.741 2.1570 T Ftg 12.3 - Pe 0.433 161 13.00 RN 83.1 Total 13.3 0.05423 Pf 0.722 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 7 E11,8806 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Pipe Information REM #3-KITCHEN From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi flAdded Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in -Friction Loss- To ft Type Total Total ft psi/ft Frict(Pf) psi 100 12.00 4"Sch to 91.3 Len 12.0 C= 120 Pt 101) 29.896 4.2600 0 Ftg 0.0 Pe 0.000 101 12.00 CM 174.4 Total 12.0 0.00777 pf 0.093 Total Pressure at Node 100) 29.989 psi 171 13.00 2"Sch 10 Len 8.0 C= 120 Pt 172) 24.727 2.1570 0 Ftg 0.0 Pe 0.000 172 13.0o BL 20.8Total 8.0 0.00416 Pf 0.033 170 13.00 2"Sch to 24.0 Len 6.0 C= 120 Pt 171) 24.761 2.1570 0 Ftg 0.0 - Pe 0.000 171 13.00 BL 44.8 Total 6.0 0.01726 pf 0.104 169 13.00 2"Sch 10 24.1 Len 32.0 C= 120 Pt 170) 24.864 2.1570 0 Ftg 0.0 Pe 0.000 170 13.00 BL 68.8 Total 32.0 0.03826 Pf 1.224 160 13.00 2"Sch to 24.6 Len 32.0 C= 120 Pt 169) 26.088 2.1570 E Ftg 6.2 - Pe 0.000 169 13.00 BL 93.5Total 38.2 0.06738 pf 2.571 100 12.00 2"Sch 10 Len 1.0 C= 120 Pt 160) 28.659 2.1570 T Ftg 12.3 Pe 0.433 160 13.00 RN 93.5 Total 13.3 0.06738 Pf 0.897 Total Pressure at Node 100) 29.989 psi 12 5.00 4"Sch 10 Len 15.0 C= 120 Pt 13) 30.771 PSI LOSS BFV 8-0 4.2600 0 Ftg 0.0 Pe 3.031 13 12.00 FR 267.8Total 15.0 0.01718 pf 0.258 11 4.00 6"Sch 10 Len 1.0 C= 120 Pt 12) 34.059 6.3570 T Ftg 37.7 - Pe 0.433 12 5.00 FR 267.8Total 38.7 0.00245 Pf 0.095 8 4.00 s"Sch 10 Len 2.0 C= 120 Pt 11) 34.587 51 E1LWET#2 START(269. 6.3570 T Ftg 37.7 Pe 0.000 11 4.00 FR 267.8Total 39.7 0.00245 Pf 0.097 7 1.00 6"Sch 10 Len 3.0 C= 120 Pt 8) 34.684 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 267.8 Total 20.6 0.00245 Pf 0.050 6 0.00 6"Sch 40 Len 1.0 C= 120 Pt 7) 36.033 6.0650 CV Ftg 32.0 Pe 0.433 7 1.00 FR 267.8 Total 33.0 0.00308 Pf 0.101 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 7 ©8800 'EMPLETON ELEMENTARY SCHOOL k,k,,, Pipe Information REM #3- KITCHEN Dashboard Hydraulics From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes To Elev2 Type in Friction Loss - ft yp Total Total ft psi/ft Frict(Pt) psi 5 4.00 s"DI Len 14.0 C= 140 Pt 6) 36.568 (6)BOR 5.8903 T,E Ftg 50.8 - Pe 1.732 6 0.00 UN 267.8 Total 64.8 0.00267 pf 0.173 4 1.00 8"DI Len 75.0 C= 140 Pt 5) 38.473 8.4500 T Ftg 61.5 Pe -2.165 5 -4.00 UN 267.8 Total 136.5 0.00046 pf 0.063 3 1.00 s"DI Len 16.0 C= 140 Pt 4) 36.370 8.4500 E Ftg 31.6 Pe 0.000 4 1.00 UN 267.8 Total 47.6 0.00046 pf 0.022 2 1.00 8"DI Len 1.0 C= 140 Pt 3) 36.392 Febco 8"Detector Check Valve 8.4500 DCA Ftg0.0 Model 800:Loss=2.00 (E)8" - Pe 0.000 BACKFLOW(267-0)ELV 3 too UN 267.8 Total 1.0 0.00046 pf 0.000 0 4.00 8"DI Len 30.0 C= 140 Pt 2) 38.393 FLOW TEST(270-0)ELV 8.4500 T,GV,2E Ftg 131.7 Pe -1.299 2 1.00 UN 267.8 Total 161.7 0.00046 pf 0.074 Total Pressure at Node 0) 37.168 psi © Copyright 2010 Sigma Development Group, Inc. Page 7 of 7 ©8$00 `,N.�, Hydraulics Summary Sheet Dashboard Hydraulics Project Information Calculation Date: 11/28/2018 10:16:40 AM TEMPLETON ELEMENTARY SCHOOL[ system ID SYS#2 drawing ref FP-6.13 REM#4 BUILDING STORAGE building #2 9500 SW ST. construction V-B TIGARD,OR occupancy GROUP E contractract## 3024-18 authority CITY OF TIGARD Contractor Information ,- Hydraulics Criteria Sound Fire Protection density .20 GPM/ft2 system type WET design std NFPA 13 2013 10772 SE HWY 212 remote area 1039 ft2 hazard ORDINARY 2 CLACKAMAS,OR 97015 spr coverage 110 ft' calculated by M.McNEIL sprs flowing 11 figure calc'd volume 488.2 gal curve telephone 503-655-3775 , fax 503-655-2990Flow Test email MCNEIL@SOUNDFIREPRO.COM l static pressure 48.00 psi Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 10 TYCO TY-FRB TY-313 1/2 5.6 elevation from ff 4.00 ft 1 TYCO TY-FRB TY-323 1/2 5.6 date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH 80 Supply / Demand Graph a 4 ' ad r e 47.54 psi available at Sprinkler Demand of 33.60 psi with 70 Total System Flow of 479.7 GPM Margin: +29.3% 60 ^ 50 ; cui 40 H CD d 30 _ ._ 20 .;, 10 3 i N1.85 0 479.7 GPM 0 75 150 225 300 375 450 525 600 Water Flow(GPM) • Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 7 Q$$OO TEMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Supply Analysis REM #4 BUILDING STORAGE / Source Static Residual Quangtity Pressur� Total tem / Total Node Pressure /Pressure /Flowin /Available SystemFlowPressure Required Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.54 psi 479.7 GPM 33.60 psi Sprinkler Flow: 229.7 GPM Additional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 479.7 GPM Maximum velocity in pipe 403-409 is 9.0 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 431 15.0 Sprinkler 5.60 20.00 12.76 20.00 430 15.0 Sprinkler 5.60 20.00 12.77 20.01 429 15.0 Sprinkler 5.60 20.00 12.81 20.05 428 15.0 Sprinkler 5.60 20.00 12.91 20.12 427 15.0 Sprinkler 5.60 20.00 13.07 20.25 425 15.0 Sprinkler 5.60 20.00 14.38 21.24 424 15.0 Sprinkler 5.60 20.00 14.40 21.25 423 15.0 Sprinkler 5.60 20.00 14.45 21.28 422 15.0 Sprinkler 5.60 20.00 14.55 21.36 421 15.0 Sprinkler 5.60 20.00 14.74 21.50 420 15.0 Sprinkler 5.60 20.00 16.37 22.66 0 4.0 Hose@Zero 33.60 250.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 7 ©$$OO 'EMPLETON ELEMENTARY SCHOOL .." Pipe Information REM #4 BUILDING STORAGE Dashboard Hydraulics Elev1 Flows Length ft Total(Pt) psi From ft Pipe ID Added Inside C Value GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 425 15.00 r'Sch 40 Len 12.5 C= 120 Pt 431) 12.755 1.0490 0 Ftg 0.0 Pe 0.000 431 15.00 BN 20.0 Total 12.5 0.13013 Pf 1.627 413 15.o0 11/;'Sch 40 21.2 Len 5.5 C= 120 Pt 425) 14.382 1.3800 E Ftg 3.0 Pe 0.000 425 15.00 BN 41.2Total 8.5 0.13053 Pf 1.110 407 14.50 11/4"Sch 40 Len 1.5 C= 120 Pt 413) 15.491 1.3800 T Ftg 6.0 Pe 0.217 413 15.00 NR 41.2Total 7,5 0.13053 Pf 0.979 Total Pressure at Node 407) 16.687 psi 424 15.00 1"Sch 40 Len 12.5 C= 120 Pt 430) 12.768 1.0490 0 Ftg 0.0 Pe 0.000 430 15.00 BN 20.0 Total 12.5 0.13025 Pf 1.628 412 15.00 11/4'Sch 40 21.2 Len 5.5 C= 120 Pt 424) 14.396 1.3800 E Ftg 3.0 Pe 0.000 424 15.00 BN 41.3Total 8,5 0.13065 Pf 1.111 406 14.50 11/2"Sch ao Len 1.5 C= 120 Pt 412) 15.506 1.3800 T Ftg 6.0 - Pe 0.217 412 15.00 NR 41.3Total 7.5 0.13065 Pf 0.980 Total Pressure at Node 406) 16.703 psi 423 15.00 1"Sch ao I Len 12.5 C= 120 Pt 429) 12.813 1.0490 0 Ftg 0.0 Pe 0.000 429 15.00 BN 20.0 Total 12.5 0.13067 Pf 1.633 411 15.00 11/4"Sch 40 21.3 Len 5.5 C= 120 Pt 423) 14.446 1.3800 E Ftg 3.0 Pe 0.000 423 15.00 BN 41.3Total 8.5 0.13108 Pf 1.114 405 14.50 11/4"Sch 40 Len 1.5 C= 120 Pt 411) 15.560 1.3800 T Ftg 6.0 Pe 0.217 411 15.00 NR 41.3 I Total 7.5 0.13108 Pf 0.983 Total Pressure at Node 405) 16.760 psi 422 15.00 1"Sch 40 Len 12.5 C= 120 Pt 428) 12.908 1.0490 0 Ftg 0.0 - Pe 0.000 428 15.00 BN 20.1 Total 12.5 0.13158 Pf 1.645 Total Pressure at Node 422) 14.553 psi © Copyright 2010 Sigma Development Group, Inc. Page 3 of 7 138800 'EMPLETON ELEMENTARY SCHOOL " ' Pipe Information Dashboard Hydraulics REM #4 BUILDING STORAGE From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi Len 6.0 13 12.00 4"Sch 10 C= 120 Pt 100) 26.918 4.2600 3E Ftg 39.5 Pe 0.000 100 12.00 NC 229.7 Total 45.5 0.01293 pf 0.588 Total Pressure at Node 13) 27.506 psi 410 15.00 11/.,'Sch 40 Len 5.5 C= 120 Pt 422) 14.553 1.3800 E Ftg 3.0 Pe 0.000 422 15.00 BN 41.5Total 8.5 0.13198 pf 1.122 Total Pressure at Node 410) 15.675 psi 100 12.00 4"Sch 10 Len 12.0 C= 120 Pt 101) 26.762 4.2600 0 Ftg 0.0 Pe 0.000 101 12.00 NC 229.7 Total 12.0 0.01293 pf 0.155 Total Pressure at Node 100) 26.918 psi 404 14.50 11/4'Sch 40 Len 1.5 C= 120 Pt 410) 15.675 1.3800 T Ftg 6.0 Pe 0.217 410 15.00 NR 41.5Total 7.5 0.13198 Pf 0.990 Total Pressure at Node 404) 16.881 psi 101 12.00 4"Sch 10 Len 12.0 C= 120 Pt 102) 26.607 4.2600 0 Ftg 0.0 Pe 0.000 102 12.00 NC 229.7 Total 12.0 0.01293 Pf 0.155 Total Pressure at Node 101) 26.762 psi 421 15.00 1"Sch 40 Len 12.5 C= 120 Pt 427) 13.072 1.0490 0 Ftg 0.0 Pe 0.000 427 15.00 BN 20.2 Total 12.5 0.13312 Pf 1.664 Total Pressure at Node 421) 14.736 psi 102 12.00 3'Sch 10 Len 48.5 C= 120 Pt 104) 20.575 3.2600 3E Ftg 28.2 Pe 2.382 104 17.50 NC 229.7 Total 76.7 0.04758 pf 3.651 Total Pressure at Node 102) 26.607 psi 409 15.00 11/4'Sch 40 Len 5.5 C= 120 Pt 421) 14.736 1.3800 E Ftg 3.0 Pe 0.000 421 15.00 BN 41.7Total 8,5 0.13351 Pf 1.135 Total Pressure at Node 409) 15.871 psi 104 17.50 3"Sch 10 Len 9.0 C= 120 Pt 400) 20.147 REM#4 START 3.2600 0 Ftg 0.0 Pe 0.000 400 17.50 NC 229.7Total 9.0 0.04758 Pf 0.428 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 7 ®8$00 .EM PLETON ELEMENTARY SCHOOL Dashboard Hydraulics Pipe Information REM #4 BUILDING STORAGE I From Elev1 pi a ID Flows Length ft Total(Pt) psi ft P Added Inside C Value GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 T e inFriction Loss ft yp Total Total ft psi/ft Frict(Pf) psi Total Pressure at Node 104) 20.575 psi 403 14.50 11/4 Sch 40 Len 1.5 C= 120 Pt 409) 15.871 1.3800 T Ftg 6.0 - Pe 0.217 409 15.00 NR 41.7 Total 7.5 0.13351 Pf 1.001 Total Pressure at Node 403) 17.088 psi 400 17.50 3"Sch 10 Len 3.0 C= 120 Pt 401) 20.855 3.2600 E Ftg 9.4 - Pe -1.299 401 14.50 NC 229.7 Total 12.4 0.04758 Pf 0.590 Total Pressure at Node 400) 20.147 psi 408 15.00 11/2"Sch 40 Len 5.5 C= 120 Pt 420) 16.367 1.3800 T Ftg 6.0 Pe 0.000 420 15.00 BN 22.7 Total 11.5 0.04310 Pf 0.496 Total Pressure at Node 408) 16.863 psi 401 14.50 3"Sch 10 Len 43.0 C= 120 Pt 402) 17.402 3.2600 E,T Ftg 29.6 - Pe 0.000 402 14.50 NC 229.7 Total 72.6 0.04758 pf 3.453 Total Pressure at Node 401) 20.855 psi 402 14.50 11/4"Sch 40 Len 1.5 C= 120 Pt 408) 16.863 1.3800 T Ftg 6.0 - Pe 0.217 408 15.00 NR 22.7 Total 7.5 0.04310 Pf 0.323 Total Pressure at Node 402) 17.402 psi 12 5.00 4"Sch 10 Len 15.0 C= 120 Pt 13) 27.506 PSI LOSS BFV 8-0 4.2600 0 Ftg 0.0 - Pe 3.031 13 12.00 FR 229.7 Total 15.0 0.01293 Pf 0.194 Total Pressure at Node 12) 30.731 psi 402 14.50 3"Sch 10 Len 8.0 C= 120 Pt 403) 17.088 3.2600 0 Ftg 0.0 Pe 0.000 403 14.50 NC 207.0 Total 8.0 0.03927 pf 0.314 Total Pressure at Node 402) 17.402 psi 11 4.00 6"Sch 10 Len 1.0 C= 120 Pt 12) 30.731 6.3570 T Ftg 37.7 Pe 0.433 12 5.00 FR 229.7 Total 38.7 0.00184 Pf 0.071 Total Pressure at Node 11) 31.235 psi © Copyright 2010 Sigma Development Group, Inc. Page 5 of 7 ©soo 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Pipe • Information REM #4 BUILDING STORAGE From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft P Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in - Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 403 14.50 3"Sch 10 Len 8.0 C= 120 Pt 404) 16.881 3.2600 0 Ftg 0.0 Pe 0.000 404 14.50 NC 165.3Total 8.0 0.02589 pf 0.207 Total Pressure at Node 403) 17.088 psi 8 4.00 6"Sch 10 Len 2.0 C= 120 Pt 11) 31.235 5)ELV ET#2 START(269. 6.3570 0 Ftg 0.0 Pe 0.000 11 4.00 FR 229.7Total 2,0 0.00184 pf 0.004 Total Pressure at Node 8) 31.239 psi 404 14.50 3"Sch 10 Len 8.0 C= 120 Pt 405) 16.760 3.2600 0 Ftg 0.0 Pe 0.000 405 14.50 NC 123.8Total 8,0 0.01517 pf 0.121 Total Pressure at Node 404) 16.881 psi 7 1.00 6"Sch 10 Len 3.0 C= 120 Pt 8) 31.239 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 229.7 Total 20.6 0.00184 pf 0.038 Total Pressure at Node 7) 32.576 psi 405 14.50 3"Sch 10 Len 8.0 C= 120 Pt 406) 16.703 3.2600 0 Ftg 0.0 Pe 0.000 406 14.50 NC 82.5Total 8.0 0.00716 Pf 0.057 Total Pressure at Node 405) 16.760 psi 6 0.00 6"Sch 40 Len 1.0 C= 120 Pt 7) 32.576 6.0650 CV Ftg 32.0 Pe 0.433 7 too FR 229.7Total 33.0 0.00231 pf 0.076 Total Pressure at Node 6) 33.085 psi 406 14.50 3"Sch 10 Len 8.0 C= 120 Pt 407) 16.687 3.2600 0 Ftg 0.0 Pe 0.000 407 14.50 NC 41.2Total 8.0 0.00198 Pf 0.016 Total Pressure at Node 406) 16.703 psi 5 -4.00 6°DI Len 14.0 C= 140 Pt 6) 33.085 (6)BOR(0-0 ELV)(266-0) 5.8903 T,E Ftg 50.8 Pe 1.732 6 olio UN 229.7Total 64.8 0.00201 Pf 0.130 4 1.00 8"DI Len 75.0 C= 140 Pt 5) 34.947 8.4500 T Ftg 61.5 - Pe -2.165 5 -4.00 UN 229.7 Total 136.5 0.00035 Pf 0.047 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 7 At. i Pipe Information 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics REM #4 BUILDING STORAGE From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ftAdded Inside Elev2 GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes in Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 3 1.00 s"DI Len 16.0 C= 140 Pt 4) 32.829 8.4500 E Ftg 31.6 Pe 0.000 4 1.00 UN 229.7 Total 47.6 0.00035 Pf 0.016 2 1.00 8"DI Len 1.0 C= 140 Pt 3) 32.846 tr Chk e ModelFebco 800:8"DetecLosso=1.99ec(E)8Valv" 8.4500 DCA Ftg 0.0 — Pe 0.000 BACKFLOW(267-0)ELV 3 1.00 UN 229.7 Total 1.0 0.00035 Pf 0.000 0 4.00 8"DI Len 30.0 C= 140 Pt 2) 34.839 FLOW TEST(270-0)ELV 8.4500 T,GV,2E Ftg 131.7 Pe -1.299 2 too UN 229.7 Total 161.7 0.00035 Pf 0.056 Total Pressure at Node 0) 33.596 psi © Copyright 2010 Sigma Development Group, Inc. Page 7 of 7 • El 8$00- Dashboard Hydraulics Hydraulics Summary Sheet Project Information Calculation Date: 11/28/2018 10:17:06 AM TEMPLETON ELEMENTARY SCHOOL system ID SYS#1 drawing ref FP-6.21 REM#5 EXTENDED LEARNING building #1 9500 SW MURDOCKST. construction V-B TIGARD,OR occupancy GROUP E contract act## 3024-18 authority CITY OF TIGARD Contractor Information . ,— Hydraulics Criteria Sound Fire Protection density .10 GPM/ftp system type WET design std NFPA 13 2013 remote area 909 ft' hazard LIGHT HAZARD 10772 SE HWY 212 CLACKAMAS,OR 97015 spr coverage 18x18 ft' sprs flowing 7 figure 11.2.3.2.3.1 calculated by M.McNEIL calc'd volume 1,109.0 gal curve telephone 503-655-3775 fax 503-655-2990 Flow Test \ email MCNEIL@SOUNDFIREPRO.COM static pressure 48.00 psi Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 7 TYCO EC-11 TY5237 3/4 11.2 elevation from ff 4.00 ft date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH J 80 Remote Area 5 - Supply / Demand Graph 47.76 psi available at O ° Sprinkler Demand of 37.43 psi with 70 Total System Flow of 334.3 GPM Mars in: +21.6% 60 ._.._ — 50 m 40 4. 30 20 a ,n Dov N1:85 o 334.3 GPM 0 75 150 225 300 375 Water Flow(GPM) • Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 17 TEMPLETON ELEMENTARY SCHOOL 1218800 REM #5 EXTENDED LEARNING Dashya��,� Supply Analysis (Remote Area 5) Source Static Residual Quantity Pressure Total Total / Node Pressure Pressure Flowing Available System /Pressure / Flow Required Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.76 psi 334.3 GPM 37.43 psi Sprinkler Flow: 234.3 GPM Additional Flows: None Hose Flow at Zero: 100.0 GPM Total System Flow: 334.3 GPM Maximum velocity in pipe 456-556 is 12.8 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 553 16.0 Sprinkler 11.20 33.00 8.68 33.00 Drop/Sprig assy for Remote Area(Remote Area 5). 552 16.0 Sprinkler 11.20 33.00 8.68 33.00 Drop/Sprig assy for Remote Area(Remote Area 5). 551 16.0 Sprinkler 11.20 33.00 8.79 33.21 Drop/Sprig assy for Remote Area(Remote Area 5). 550 16.0 Sprinkler 11.20 33.00 8.79 33.21 Drop/Sprig assy for Remote Area(Remote Area 5). 554 16.0 Sprinkler 11.20 33.00 9.02 33.64 Drop/Sprig assy for Remote Area(Remote Area 5). 555 16.0 Sprinkler 11.20 33.00 9.02 33.64 Drop/Sprig assy for Remote Area(Remote Area 5). 556 16.0 Sprinkler 11.20 33.00 9.54 34.59 Drop/Sprig assy for Remote Area(Remote Area 5). 0 4.0 Hose a(�ero 37.43 100.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 17 1388,00- 'EMPLETON ELEMENTARY SCHOOL ED LEARNING \w.,, Pipe Information REM#5 EXTEN(R mote A Area 5) Dashboard Hydraulics From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 T e in Friction Loss - ft yp Total Total ft psi/ft Frict(Pf) psi 453 19.00 1"Sch 40 Len 8.0 C= 120 Pt 553) 8.682 Area(RDrop/Sprigemote asst'Area for Remote 1.0490 T,2E Ftg 9.0 Pe -1.299 5). 553 16.00 Assy 33.0 Total 17.0 0.32865 pf 5.587 Total Pressure at Node 453) 12.970 psi 456 19.00 1"Sch 40 Len 8.0 C= 120 Pt 556) 9.537 Drop/Sprig asst'for Remote 1.0490 T,2E Ftg 9.0 Pe -1.299 Area(Remote Area 5). 556 16.00 Assy 34.6 Total 17.0 0.35851 Pf 6.095 Total Pressure at Node 456) 14.333 psi 455 19.00 1"Sch 40 Len 8.0 C= 120 Pt 555) 9.023 Area(ReDrop/Sprmoteig asst'Area for Remote 1.0490 T,2E Ftg 9.0 Pe -1.299 5). 555 16.00 Assy 33.6 Total 17.0 0.34063 Pf 5.791 Total Pressure at Node 455) 13.515 psi 454 19.00 1"Sch 40 Len 8.0 C- 120 Pt 554) 9.020 Drop/Sprig asst'for Remote 1.0490 T,2E Ftg 9.0 Pe -1.299 Area(Remote Area 5). 554 16.00 Assy 33.6 Total 17.0 0.34050 pf 5.789 Total Pressure at Node 454) 13.509 psi 452 19.00 1"Sch 40 Len 8.0 C= 120 Pt 552) 8.683 Area(ReDrop/Sprmoteig asst'Area for Remote 1.0490 T,2E Ftg 9.0 - Pe -1.299 5). 552 16.00 Assy 33.0 Total 17.0 0.32869 pf 5.588 Total Pressure at Node 452) 12.972 psi 451 19.00 1"Sch 40 Len 8.0 C= 120 Pt 551) 8.793 Drop/Sprig asst'for Remote 1.0490 T,2E Ftg 9.0 - Pe -1.299 Area(Remote Area 5). 551 16.00 Assy 33.2 Total 17.0 0.33254 pf 5.653 Total Pressure at Node 451) 13.147 psi 450 19.00 1"Sch 40 Len 8.0 C= 120 Pt 550) 8.794 Area(RDrop/Sprigemote asst'Area for Remote 1.0490 T,2E Ftg 9.0 Pe -1.299 5). 550 16.00 Assy 33.2 Total 17.0 0.33256 Pf 5.654 Total Pressure at Node 450) 13.148 psi 534 19.00 11/2"Sch 10 Len 34.5 C= 120 Pt 456) 14.333 1.6820 Ftg 0.0 Pe 0.000 456 19.00 BL56 10.8 Total 34.5 0.00415 Pf 0.143 514 18.00 1v� Sch 10 Len 2.0 C= 120 Pt 534) 14.476 1.6820 T Ftg 9.9 Pe 0.433 534 19.00 RN5 10.8 Total 11.9 0.00415 Pf 0.049 Total Pressure at Node 514) 14.959 psi © Copyright 2010 Sigma Development Group, Inc. Page 3 of 17 'EMPLETON ELEMENTARY SCHOOL ©80O REM #5 EXTENDED LEARNING ar Dashboard Hydraulics Pipe Information (Remote Area 5) From Elev1 Pi a ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 634 19.00 1v2"Sch 10 456 19.00 BL56 Len 25.5 C= 120 Pt 456) 14.333 1.6820 4E Ftg 19.8 Pe 0.000 23.8 Total 45.3 0.01804 Pf 0.817 614 17.00 1%' Sch 10 Len 3.0 C= 120 Pt 634) 15.151 1.6820 T Ftg 9.9 - Pe 0.866 634 19.00 RN6 23.8 Total 12.9 0.01804 pf 0.233 Total Pressure at Node 614) 16.249 psi 455 19.00 11/2'Sch 10 Len 12.0 C= 120 Pt 454) 13.509 1.6820 Ftg 0.0 - Pe 0.000 454 19.00 BL56 3.4Total 12.0 0.00050 pf 0.006 533 19.00 11/2'Sch 10 33.6 Len 12.5 C= 120 Pt 455) 13.515 1.6820 Ftg 0.0 Pe 0.000 455 19.00 BL56 37.1Total 12.5 0.04089 Pf 0.511 513 18.00 1%"Sch 10 Len 2.0 C= 120 Pt 533) 14.026 1.6820 T Ftg 9.9 Pe 0.433 533 19.00 RN5 37.1 Total 11.9 0.04089 pf 0.487 Total Pressure at Node 513) 14.946 psi 633 19.00 1%"Sch 10 454 19.00 BL56 Len 35.5 C= 120 PtPf 454) 13.509 1.6820 4E Ftg 19.8 Pe 0.000 30.2 Total 55.3 0.02801 Pf 1.549 613 17.00 11/2"Sch 10 Len 3.0 C= 120 Pt 633) 15.058 1.6820 T Ftg 9.9 Pe 0.866 633 19.00 RN6 30.2 Total 12.9 0.02801 0.361 Total Pressure at Node 613) 16.285 psi 532 19.00 1Yz'Sch 10 453 19.00 BL56 Len 42.5 C= 120 Pt 453) 12.970 1.6820 Ftg 0.0 Pe 0.000 31.1 Total 42.5 0.02948 Pf 1.253 512 18.00 VA"Sch10 Len 2.0 C= 120 Pt 532) 14.222 1.6820 T Ftg 9.911.9 - PPfe 0.433 532 19.00 RN5 31.1 Total 0.02948 0.351 Total Pressure at Node 512) 15.006 psi 452 19.00 11/2 Sch 10 Len 13.0 C= 120 Pt 453) 12.970 1.6820 Ftg 0.0 Pe 0.000 453 19.00 BL56 1.9Total 13.0 0.00017 Pf 0.002 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 17 ©8800 'EMPLETON ELEMENTARY SCHOOL It , Pipe Information REM #5 EXTENDED LEARNING Dashboard Hydraulics (Remote Area 5) From Elft 1 Pipe ID Added Inside Flows Length ft C Value Total(Pt) psi Elev2 GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 632 19.00 11/2 Sch 10 33.0 Len 35.5 C= 120 Pt 452) 12.972 1.6820 4E Ftg 19.8 - Pe 0.000 452 19.00 BL56 34.9 Total 55.3 0.03665 Pf 2.027 Total Pressure at Node 632) 14.998 psi 31 22.00 4"Sch 10 Len 17.0 C= 120 Pt 32) 21.199 4.2600 T Ftg 26.3 Pe 0.000 32 22.00 NC 234.3 Total 43.3 0.01341 pf 0.581 Total Pressure at Node 31) 21.780 psi 612 17.00 1%"Sch 10 Len 3.0 C= 120 Pt 632) 14.998 1.6820 T Ftg 9.9 Pe 0.866 632 19.00 RN6 34.9 Total 12.9 0.03665 pf 0.473 Total Pressure at Node 612) 16.337 psi 32 22.00 4"Sch 10 Len 2.0 C= 120 Pt 34) 21.172 4.2600 0 Ftg 0.0 - Pe 0.000 34 22.00 NC 234.3 Total 2.0 0.01341 pf 0.027 Total Pressure at Node 32) 21.199 psi 531 19.00 1%"Sch 10 451 19.00 BL56 Len 37.0 C= 120 Pt 451) 13.147 1.6820 Ftg 0.0 Pe 0.000 31.7 Total 37.0 0.03065 pf 1.134 511 18.00 1/�'scn10 Len 2.0 C= 120 Pt531) 14.281 1.6820 T Ftg 9.9 Pe 0.433 531 19.00 RN5 31.7 Total 11.9 0.03065 pf 0.365 Total Pressure at Node 511) 15.079 psi 450 19.00 11/2"Sch 10 Len 13.0 C= 120 Pt 451) 13.147 1.6820 Ftg 0.0 Pe 0.000 451 19.00 BL56 1.5 Total 13.0 0.00011 Pf 0.001 ' 631 19.00 1%"Sch 10 33.2 Len 35.0 C= 120 Pt 450) 13.148 1.6820 4E Ftg 19.8 Pe 0.000 450 19.00 BL56 34.7 Total 54.8 0.03618 Pf 1.983 611 17.00 1%"Sch 10 Len 3.0 C_ 120 Pt 631) 15.131 1.6820 T Ftg 9.9 Pe 0.866 631 19.00 RN6 34.7 Total 12.9 0.03618 Pf 0.467 Total Pressure at Node 611) 16.464 psi 514 18.00 2%"Sch 10 Len 9.5 C= 120 Pt 513) 14.946 2.6350 0 Ftg 0.0 - Pe 0.000 513 18.00 CM5 19.3 Total 9.5 0.00138 pf 0.013 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 17 ,,, 'EMPLETON ELEMENTARY SCHOOL ©8800 REM #5 EXTENDED LEARNING • cT,'" Pipe Information (Remote Area 5) Dashboard Hydraulics From Elev 1 Pipe ID Flows Length ftTotal(Pt) psi Added C Value GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 515 18.00 21/2'Sch 10 10.8 Len 9.5 C= 120 Pt 514) 14.959 2.6350 0 Ftg 0.0 - Pe 0.000 514 18.00 CM5 30.1Total 9,5 0.00313 Pf 0.030 516 18.00 21/2'Sch 10 -15.1 Len 9.5 C= 120 Pt 515) 14.989 2.6350 0 Ftg 0.0 Pe 0.000 515 18.00 CM5 15.0Total 9,5 0.00086 Pf 0.008 536 19.00 11/2'Sch 10 Len 2.0 C= 120 Pt 516) 14.997 1.6820 T Ftg 9.9 - Pe -0.433 516 18.00 RN5 15.0Total 11.9 0.00766 pf 0.091 636 19.00 1'/2 Sch 10 Len 60.0 C= 120 Pt 536) 14.655 1.6820 4E Ftg 19.8 Pe 0.000 536 19.00 BL56 15.0Total 79.8 0.00766 Pf 0.611 616 17.00 1% Sch 10 Len 3.0 C= 120 Pt 636) 15.266 1.6820 T Ftg 9.9 Pe 0.866 636 19.00 RN6 15.0Total 12.9 0.00766 Pf 0.099 615 17.00 3"Sch 10 Len 12.0 C= 120 Pt 616) 16.231 3.2600 0 Ftg 0.0 Pe 0.000 616 17.00 CM6 15.0Total 12.0 0.00031 Pf 0.004 Total Pressure at Node 615) 16.235 psi 535 19.00 11/2 Sch 10 Len 2.0 C= 120 Pt 515) 14.989 1.6820 T Ftg 9.9 Pe -0.433 515 18.00 RN5 15.1Total 11.9 0.00778 pf 0.093 H 635 19.00 11/2 Sch 10 Len 60.0 C=120 Pt 535) 14.648 1.6820 4E Ftg 19.8 Pe 0.000 535 19.00 BL56 15.1 Total 79.8 0.00778 Pf 0.621 615 17.00 1vz'Sch 10 Len 3.0 C-_ Pt 635) 15.269 120 1.6820 T Ftg 9.9 Pe 0.866 635 19.00 RN6 15.1Total 12.9 0.00778 pf 0.100 614 17.00 3"Sch 10 15.0 Len 13.0 C= 120 Pt 615) 16.235 3.2600 0 Ftg 0.0 Pe 0.000 615 17.00 CM6 30.1Total 13.0 0.00111 Pf 0.014 613 17.00 3"Sch 10 23.8 Len 11.0 C= 120 Pt 614) 16.249 3.2600 0 Ftg 0.0 Pe 0.000 614 17.00 CM6 53.9Total 11.0 0.00326 Pf 0.036 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 17 I- 'EMPLETON ELEMENTARY SCHOOL D$800 4,4' Pipe Information REM #5 EXTENDED LEARNING Dashboard Hydraulics (Remote Area 5) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 612 17.00 3"Sch 10 30.2 Len 7.0 C= 120 Pt 613) 16.285 3.2600 0 Ftg 0.0 - Pe 0.000 613 17.00 CM6 84.1 Total 7.0 0.00742 Pf 0.052 611 17.00 3"Sch 10 34.9 Len 9.0 C= 120 Pt 612) 16.337 3.2600 0 Ftg 0.0 - Pe 0.000 612 17.00 CM6 119.1 Total 9.0 0.01411 Pf 0.127 610 17.00 3"Sch 10 34.7 Len 90.0 C= 120 Pt 611) 16.464 3.2600 2E Ftg 18.8 - Pe 0.000 611 17.00 CM6 153.8 Total 108.8 0.02265 Pf 2.465 Total Pressure at Node 610) 18.929 psi 512 18.00 21/z"Sch 10 Len 35.0 C= 120 Pt 513) 14.946 2.6350 2E Ftg 16.5 Pe 0.000 513 18.00 CM5 17.7 Total 51.5 0.00117 Pf 0.060 511 18.00 2%"Sch 10 31.1 Len 9.5 C= 120 Pt 512) 15.006 2.6350 0 Ftg 0.0 Pe 0.000 512 18.00 CM5 48.8 Total 9.5 0.00764 Pf 0.073 510 18.00 21/2'Sch 10 31.7 Len 9.5 C= 120 Pt 511) 15.079 2.6350 0 Ftg 0.0 Pe 0.000 511 18.00 CM5 80.5 Total 9.5 0.01929 Pf 0.183 530 19.00 11/z"Sch 10 -59.1 Len 2.0 C= 120 Pt 510) 15.262 1.6820 T Ftg 9.9 Pe -0.433 510 18.00 RN5 21.5 Total 11.9 0.01487 pf 0.177 629 19.00 1'/"Sch 10 Len 163.0 C= 120 Pt 530) 15.006 1.6820 6E Ftg 29.7 - Pe 0.000 530 19.00 BL56 21.5 Total 192.7 0.01487 pf 2.865 610 17.00 11/2'Sch 10 Len 3.0 C= 120 Pt 629) 17.871 1.6820 T Ftg 9.9 Pe 0.866 629 19.00 RN6 21.5 Total 12.9 0.01487 Pf 0.192 608 17.00 3"Sch 10 153.8 Len 12.0 C= 120 Pt 610) 18.929 3.2600 0 Ftg 0.0 Pe 0.000 610 17.00 CM6 175.2 Total 12.0 0.02884 Pf 0.346 Total Pressure at Node 608) 19.275 psi 509 18.00 21/2 Sch 10 Len 9.5 C= 120 Pt 510) 15.262 2.6350 0 Ftg 0.0 - Pe 0.000 510 18.00 CM5 59.1 Total 9.5 0.01087 Pf 0.103 © Copyright 2010 Sigma Development Group, Inc. Page 7 of 17 'EMPLETON ELEMENTARY SCHOOL ' Q88(}0" REM #5 EXTENDED LEARNING N, Pipe Information (Remote Area 5) Dashboard Hydraulics Elev1 Flows Length ft C Value Total(Pt) psi From ft Pipe ID Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 529 19.00 11/2Sch 10 -46.2 509 18.00 RN5 Len 2.0 C= 120 Pt 509) 15.365 1.6820 T Ftg 9.9 Pe -0.433 12.8 Total 11.9 0.00574 Pf 0.068 609 19.00 1'/s"Sch 10 Len 54.0 C= 120 Pt 529) 15.000 1.6820 T,2E Ftg 19.8 - Pe 0.000 529 19.00 BL56 12.8 Total 73.8 0.00574 Pf 0.423 Total Pressure at Node 609) 15.424 psi 508 18.00 21/2'Sch 10 Len 9.5 C= 120 Pt 509) 15.365 2.6350 0 Ftg 0.0 Pe 0.000 509 18.00 CM5 46.2Total 9.5 0.00691 Pf 0.066 528 19.00 11/2'Sch 10 -33.6 Len 2.0 C= 120 Pt 508) 15.431 1.6820 T Ftg 9.9 - Pe -0.433 508 18.00 RN5 12.6Total 11.9 0.00555 Pf 0.066 609 19.00 11/z'Sch 10 Len 50.0 C= 120 Pt 528) 15.064 1.6820 3E Ftg 14.8 Pe 0.000 528 19.00 BL56 12.6Total 64.8 0.00555 Pf 0.360 628 19.00 11/2'Sch 10 12.8 Len 114.0 C= 120 Pt 609) 15.424 1.6820 4E Ftg 19.8 - Pe 0.000 609 19.00 BL56 25.4Total 133.8 0.02035 Pf 2.723 608 17.00 11/2'Sch 10 Len 3.0 C= 120 Pt 628) 18.146 1.6820 T Ftg 9.9 Pe 0.866 628 19.00 RN6 25.4Total 12.9 0.02035 Pf 0.262 607 17.00 3"Sch 10 175.2 Len 12.5 C= 120 Pt 608) 19.275 3.2600 0 Ftg 0.0 Pe 0.000 608 17.00 CM6 200.7Total 12.5 0.03706 pf 0.463 Total Pressure at Node 607) 19.738 psi 507 18.00 2'/z'Sch 10 Len 9.5 C= 120 Pt 508) 15.431 2.6350 0 Ftg 0.0 - Pe 0.000 508 18.00 CM5 33.6Total 9,5 0.00384 Pf 0.036 527 19.00 1V Sch 10 Len 2.0 C= 120 Pt 507) 15.467 1.6820 T Ftg 9.9 - Pe -0.433 507 18.00 RN5 33.6Total 11.9 0.03415 pf 0.406 506 19.00 11/2'Sch 10 Len 48.0 C= 120 Pt 527) 15.441 1.6820 T,E Ftg 14.8 Pe 0.000 527 19.00 BL56 33.6Total 62.8 0.03415 Pf 2.146 © Copyright 2010 Sigma Development Group, Inc. Page 8 of 17 'EMPLETON ELEMENTARY SCHOOL Pipe Information REM #5 EXTENDED LEARNING Dashboard Hydraulics (Remote Area 5) From Elft Pipe ID Added Inside 1 Flows Length ft C Value Total(Pt) psi Elev2 GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes in -Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 627 19.00 11/2'Sch 10 -17.6 Len 110.0 C= 120 Pt 506) 17.587 1.6820 T,3E Ftg 24.7 - Pe 0.000 506 19.00 BL56 16.1 Total 134.7 0.00871 Pf 1.173 607 17.00 11/2'Sch 10 Len 3.0 C= 120 Pt 627) 18.760 1.6820 T Ftg 9.9 Pe 0.866 627 19.00 RN6 16.1 Total 12.9 0.00871 pf 0.112 606 17.00 3"Sch 10 200.7 Len 9.0 C= 120 Pt 607) 19.738 3.2600 0 Ftg 0.0 Pe 0.000 607 17.00 CM6 216.7 Total 9.0 0.04273 Pf 0.385 Total Pressure at Node 606) 20.123 psi 626 19.00 11/2"Sch 10 Len 120.0 C= 120 Pt 506) 17.587 1.6820 6E Ftg 29.7 Pe 0.000 506 19.00 BL56 17.6 Total 149.7 0.01027 Pf 1.537 606 17.00 1%"Sch 10 Len 3.0 C= 120 Pt 626) 19.124 1.6820 T Ftg 9.9 - Pe 0.866 626 19.00 RN6 17.6 Total 12.9 0.01027 Pf 0.132 605 17.00 3"Sch 10 216.7 Len 10.0 C= 120 Pt 606) 20.123 3.2600 0 Ftg 0.0 - Pe 0.000 606 17.00 CM6 234.3 Total 10.0 0.04936 Pf 0.494 625 19.00 1%"Sch 10 -217.6 Len 3.0 C= 120 Pt 605) 20.616 1.6820 T Ftg 9.9 - Pe -0.866 605 17.00 RN6 16.7 Total 12.9 0.00931 pf 0.120 • 525 19.00 1%.Sch 10 Len 105.0 C= 120 Pt 625) 19.870 1.6820 4E Ftg 19.8 - Pe 0.000 625 19.00 BL56 16.7 Total 124.8 0.00931 Pf 1.161 1 505 18.00 11/z"Sch 10 Len 2.0 C= 120 Pt 525) 21.032 1.6820 T Ftg 9.9 Pe 0.433 525 19.00 RN5 16.7 Total 11.9 0.00931 Pf 0.111 1 504 18.00 21/2 Sch 10 Len 10.0 C= 120 Pt 505) 21.576 2.6350 0 Ftg 0.0 Pe 0.000 505 18.00 CM5 16.7 Total 10.0 0.00105 pf 0.010 Total Pressure at Node 504) 21.586 psi 604 17.00 3"Sch 10 Len 9.0 C= 120 Pt 605) 20.616 3.2600 0 Ftg 0.0 Pe 0.000 605 17.00 CM6 217.6 Total 9.0 0.04306 Pf 0.388 © Copyright 2010 Sigma Development Group, Inc. Page 9 of 17 'EMPLETON ELEMENTARY SCHOOL ©8800 REM#5 EXTENDED LEARNING .Dashboard Hydraulics Pipe Information (Remote Area 5) From Elft Inside 1 Pipe ID Flows Length ft Total(Pt) psi Added C Value GPM Diameter Fittings Fitting ft- Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 624 19.00 11/2"Sch 10 -203.6 Len 3.0 C= 120 Pt 604) 21.004 1.6820 T Ftg 9.9 Pe -0.866 604 17.00 RN6 14.0Total 12.9 0.00679 pf 0.088 524 19.00 11/:"Sch 10 Len 105.0 C= 120 Pt 624) 20.225 1.6820 4E Ftg 19.8 - Pe 0.000 624 19.00 BL56 14.0Total 124.8 0.00679 Pf 0.847 504 18.00 11/2 Sch 10 Len 2.0 C= 120 Pt 524) 21.072 1.6820 T Ftg 9.9 Pe 0.433 524 19.00 RN5 14.0Total 11.9 0.00679 Pf 0.081 503 18.00 21/2'Sch 10 16.7 Len 10.0 C= 120 Pt 504) 21.586 2.6350 0 Ftg 0.0 Pe 0.000 504 18.00 CM5 30.7Total 10.0 0.00324 Pf 0.032 Total Pressure at Node 503) 21.618 psi 603 17.00 3"Sch 10 Len 9.0 C= 120 Pt 604) 21.004 3.2600 0 Ftg 0.0 Pe 0.000 604 17.00 CM6 203.6Total 9.0 0.03806 Pf 0.343 623 19.00 11/2'Sch 10 -192.1 Len 3.0 C= 120 Pt 603) 21.346 1.6820 T Ftg 9.9 Pe -0.866 603 17.00 RN6 11.5Total 12.9 0.00471 Pf 0.061 523 19.00 1%"Sch 10 Len 105.0 C= 120 Pt 623) 20.541 1.6820 4E Ftg 19.8 Pe 0.000 623 19.00 BL56 11.5Total 124.8 0.00471 Pf 0.588 5(13 18.00 1Y= Sch 10 Len 2'0 C= 120 Pt 523) 21.129 1.6820 T Ftg 9.9 - Pe 0.433 523 19.00 RN5 11.5Total 11.9 0.00471 Pf 0.056 502 18.00 V!2 Sch 10 30.7 Len 10.0 C= 120 Pt 503) 21.618 2.6350 0 Ftg 0.0 - Pe 0.000 503 18.00 CM5 42.2Total 10.0 0.00585 pf 0.058 522 19.00 1% Sch 10 -34.6 Len 2.0 C= 120 Pt 502) 21.677 1.6820 T Ftg 9.9 Pe -0.433 502 18.00 RN5 7.6Total 11.9 0.00217 Pf 0.026 521 19.00 1Y:"Sch 10 Len 70.0 C= 120 Pt 522) 21.270 1.6820 3E Ftg 14.8 Pe 0.000 522 19.00 BL56 7.6Total 84.8 0.00217 Pf 0.184 © Copyright 2010 Sigma Development Group, Inc. Page 10 of 17 Aer-, E18800" 'EMPLETON ELEMENTARY SCHOOL Nit' Pipe Information REM#5 EXTENDED LEARNING Dashboard Hydraulics (Remote Area 5) From Elft 1 Pipe ID Added Inside Flows Length ft C Value Total(Pt) psi Elev2 GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes To ft Type Total in -Friction Loss Total ft psi/ft Frict(Pf) psi 501 18.00 1Yz Sch 10 Len 2.0 C= 120 Pt 521) 21.454 1.6820 T Ftg 9.9 - Pe 0.433 521 19.00 RN5 7.6 0.00217 Pf 0.026 Total 11.9 Total Pressure at Node 501) 21.913 psi 38 17.00 3"Sch 10 Len 8.0 C= 120 Pt 603) 21.346 3.2600 2E Ftg 18.8 Pe 0.000 603 17.00 CM6 192.1 0.03417 Pf 0.916 Total 26.8 44 19.00 4"Sch 10 Len 1.0 C= 120 Pt 38) 22.263 4.2600 T Ftg 26.3 Pe -0.866 38 17.00 BL 192.1 0.00929 pf 0.254 Total 27.3 35 22.00 4"Sch 10 Len 48.0 C= 120 Pt 44) 21.651 4.2600 T Ftg 26.3 Pe -1.299 44 19.00 CM 192.1 0.00929 Pf 0.690 Total 74.3 34 22.00 4"Sch 10 Len 14.0 C= 120 Pt 35) 21.042 4.2600 0 Ftg 0.0 - Pe 0.000 35 22.00 CM 192.1 0.00929 Pf 0.130 Total 14.0 Total Pressure at Node 34) 21.172 psi 501 18.00 2W Sch 10 Len 50.0 C= 120 Pt 502) 21.677 2.6350 E Ftg 8.2 - Pe 0.000 502 18.00 CM5 34.6 0.00405 Pf 0.236 Total 58.2 500 22.00 2%"Sch 10 7.6 Len 20.0 C= 120 Pt 501) 21.913 2.6350 0 Ftg 0.0 - Pe -1.732 501 18.00 CM5 42.2 0.00585 Pf 0.117 Total 20.0 60 22.00 2vz'Sch 10 Len 58.0 C= 120 Pt 500) 20.298 2.6350 T,2E Ftg 32.9 - Pe 0.000 500 22.00 CM2 42.2 0.00585 Pf 0.532 Total 90.9 61 22.00 2vz Sch 10 _7.0 Len 8.0 C= 120 Pt 60) 20.829 2.6350 0 Ftg 0.0 - Pe 0.000 60 22.00 CM2 35.3 0.00419 Pf 0.034 Total 8.0 62 22.00 2vz 0 Sch 10 -6.2 Len 8.0 C= 120 Pt 61) 20.863 2.6350 0 Ftg 0.0 - Pe 0.000 61 22.00 CM2 29.1 0.00293 Pf 0.023 Total 8.0 63 22.00 2%"Sch 10 -5.7 Len 8.0 C= 120 Pt 62) 20.886 2.6350 0 Ftg 0.0 - Pe 0.000 62 22.00 CM2 23.4 0.00196 pf 0.016 Total 8.0 © Copyright 2010 Sigma Development Group, Inc. Page 11 of 17 'EMPLETON ELEMENTARY SCHOOL , ' ©$$ Q REM#5 EXTENDED LEARNING Dashboard Hydraulics Pipe Information (Remote Area 5) Elev1 Flows Length ft C Value Total(Pt) psi From ft Pipe ID Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 64 22.00 2'/z'Sch 10 -5.2 Len 9.0 C= 120 Pt 63) 20.902 2.6350 0 Ftg 0.0 - Pe 0.000 63 22.00 CM2 18.2Total 9.0 0.00123 Pf 0.011 65 22.00 21/2'Sch 10 -4.8 Len 10.5 C= 120 Pt 64) 20.913 2.6350 0 Ftg 0.0 Pe 0.000 64 22.00 CM2 13.4 Total 10.5 0.00070 pf 0.007 66 22.00 21/z'Sch 10 -4.6 Len 12.0 C= 120 Pt 65) 20.920 2.6350 0 Ftg 0.0 Pe 0.000 65 22.00 CM28.8 Total 12.0 0.00032 pf 0.004 67 22.00 21/2'Sch 10 -4.4 Len 12.0 C= 120 Pt 66) 20.924 2.6350 0 Ftg 0.0 Pe 0.000 66 22.00 CM2 4.4Total 12.0 0.00009 Pf 0.001 87 24.00 11/2"Sch 10 Len 2.0 9 9 C= 120 Pt 67) 20.925 t -0.866 1.6820 T Ftg 67 22.00 RN2 4.4Total 11.9 0.00079 Pf 0.009 77 24.00 1'/z'Sch 10 Len 70.0 C= 120 Pt 87) 20.069 1.6820 4E Ftg 19.8 Pe 0.000 87 24.00 BL2 4.4Total 89.8 0.00079 Pf 0.071 Len 2.0 C= 120 Pt 77) 20.140 57 22.00 1'/z'Sch 10 1.6820 T Ftg 9.9 - Pe 0.866 77 24.00 RN2 4.4Total 11.9 0.00079 Pf 0.009 56 22.00 3"Sch 10 Len 12.0 C= 120 Pt 57) 21.015 3.2600 0 Ftg 0.0 Pe 0.000 57 22.00 CM2 4.4Total 12.0 0.00003 Pf 0.000 Total Pressure at Node 56) 21.016 psi 86 24.00 11/2 Sch 10 Len 2.0 C= 120 Pt 66) 20.924 1.6820 T Ftg 9.9 - Pe -0.866 66 22.00 RN2 4.4Total 11.9 0.00080 Pf 0.010 76 24.00 11/2'Sch 10 Len 70.0 C= 120 Pt 86) 20.068 1.6820 4E Ftg 19.8 Pe 0.000 86 24.00 BL2 4.4Total 89.8 0.00080 Pf 0.072 56 22.00 11/2'Sch 10 Len 2.0 C= 120 Pt 76) 20.140 1 1.6820 T Ftg 9.9 - Pe 0.866 76 24.00 RN2 4.4Total 11.9 0.00080 Pf 0.010 © Copyright 2010 Sigma Development Group, Inc. Page 12 of 17 18 'EMPLETON ELEMENTARY SCHOOL �'" Pipe Information REM#5 EXTENDED LEARNING Dashboard Hydraulics (Remote Area 5) From Elev1 pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft - Elev(Pe) psi Elev2 Notes in Friction Loss 7oft Type Total Total ft psi/ft Frict(Pf) psi 55 22.00 3"Sch 10 4.4 Len 12.0 C= 120 Pt 56) 21.016 3.2600 0 Ftg 0.0 Pe 0.000 56 22.00 CM2 8.8 Total 12.0 0.00011 pf 0.001 Total Pressure at Node 55) 21.017 psi 85 24.00 11/2Sch 10 Len 2.0 C= 120 Pt 65) 20.920 1.6820 T Ftg 9.9 Pe -0.866 65 22.00 RN2 4.6 Total 11.9 0.00085 pf 0.010 75 24.00 11/2"sch 10 Len 70.0 C= 120 Pt 85) 20.065 1.6820 4E Ftg 19.8 - Pe 0.000 85 24.00 BL2 4.6 Total 89.8 0.00085 pf 0.076 55 22.00 11/2 Sch 10 Len 2.0 C= 120 Pt 75) 20.141 1.6820 T Ftg 9.9 Pe 0.866 75 24.00 RN2 4.6 0.00085 pf 0.010 Total 11.9 54 22.00 3"Sch 10 8.8 Len 10.5 C= 120 Pt 55) 21.017 3.2600 0 Ftg 0.0 - Pe 0.000 55 22.00 CM2 13.4 0.00025 pf 0.003 Total 10.5 Total Pressure at Node 54) 21.020 psi 84 24.00 11/2"Sch 10 Len 2.0 C= 120 Pt 64) 20.913 1.6820 T Ftg 9.9 - Pe -0.866 64 22.00 RN2 4.8 0.00094 pf 0.011 Total 11.9 74 24.00 11/2"Sch 10 Len 70.0 C= 120 Pt 84) 20.058 1.6820 4E Ftg 19.8 Pe 0.000 84 24.00 BL2 4.8 Total 89.8 0.00094 pf 0.084 54 22.00 11/a Sch 10 Len 2.0 C. 120 Pt 74) 20.142 1.6820 T Ftg 9.9 Pe 0.866 74 24.00 RN2 4.8 0.00094 Pt 0.011 Total 11.9 53 22.00 3"Sch 10 13.4 Len 42.0 C= 120 Pt 54) 21.020 3.2600 2E Ftg 18.8 Pe 0.000 54 22.00 CM2 18.2 0.00044 pf 0.027 Total 60.8 Total Pressure at Node 53) 21.046 psi 83 24.00 1%"Sch 10 63 22.00 RN2 Len 2.0 C= 120 Pt 63) 20.902 1.6820 T Ftg 9.9 Pe -0.866 5.2 0.00108 pf 0.013 Total 11.9 73 24.00 1Yz Sch 10 Len 90.0 C= 120 Pt 83) 20.049 1.6820 4E Ftg 19.8 - Fe 0.000 83 24.00 BL2 5.2 0.00108 pf 0.119 Total 109.8 © Copyright 2010 Sigma Development Group, Inc. Page 13 of 17 t 'EMPLETON ELEMENTARY SCHOOL ®$$OQ REM #5 EXTENDED LEARNING Dashboard Hydraulic Pipe Information (Remote Area 5) From Elev1 Pipe ID Flows Inide Length ft C Value Total(Pt) psi ft Added s GPM Diameter Fittings Fitting ft- Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total �n Total ft psi/ft Frict(Pt) psi 53 22.00 11/z Sch 10 Len 2.0 C= 120 Pt 73) 20.167 1.6820 T Ftg 9.9 Pe 0.866 73 24.00 RN2 5.2 Total 11.9 0.00108 Pf 0.013 Len 12.0 Pt 53) 21.046 52 22.00 r Sch 10 18.2 0 0 C= 120 Pe 0.000 3.2600 0 Ftg 53 22.00 CM2 23.4Total 12.0 0.00070 Pf 0.008 Total Pressure at Node 52) 21.055 psi 82 24.00 1%"Sch 10 Len 2.0 C= 120 Pt 62) 20.886 1.6820 T Ftg 9.9 Pe -0.866 62 22.00 RN25.7 Total 11.9 0.00126 Pf 0.015 72 24.00 11/2 Sch 10 Len 90.0 C= 120 Pt 82) 20.035 1.6820 4E Ftg 19.8 Pe0.000 82 24.00 BL25.7 Total 109.8 0.00126 Pf 0.138 52 22.00 11/2 Sch 10 Len 2.0 C= 120 Pt 72) 20.174 1.6820 T Ftg 9.9 Pe 0.866 72 24.00 RN25.7 Total 11.9 0.00126 Pf 0.015 51 22.00 3"Sch 10 23.4 Len 8.0 C= 120 Pt 52) 21.055 3.2600 0 Ftg0.0 Pe 0.000 52 22.00 CM2 29.1 Total g.0 0.00104 Pf 0.008 Total Pressure at Node 51) 21.063 psi 81 24.00 11/2 Sch 10 Len 2.0 c= 120 Pt 61) 20.863 1.6820 T Ftg 9.9 Pe -0.866 61 22.00 RN2 6.2Total 11.9 0.00150 Pf 0.018 71 24.00 11/2'Sch 10 Len 90.0 C= 120 Pt 81) 20.015 1.6820 4E Ftg 19.8 Pe 0.000 81 24.00 BL2 6.2Total 109.8 0.00150 Pf 0.164 51 22.00 1'/z'Sch 10 Len 2.0 C= 120 Pt 71) 20.179 1.6820 T Ftg 9.9 Pe 0.866 71 24.00 RN2 6.2Total 11.9 0.00150 Pf 0.018 50 22.00 3"Sch 10 29.1 Len 9.0 C= 120 Pt 51) 21.063 3.2600 0 Ftg 0.0 - Pe 0.000 51 22.00 CM2 35.3 Total 9.0 0.00149 Pf 0.013 Total Pressure at Node 50) 21.076 psi 80 24.00 11/2 Sch 10 Len 2.0 C= 120 Pt 60) 20.829 1.6820 T Ftg 9.9 Pe -0.866 60 22.00 RN2 7.0Total 11.9 0.00185 Pf 0.022 © Copyright 2010 Sigma Development Group, Inc. Page 14 of 17 " 'EMPLETON ELEMENTARY SCHOOL ©8800 a Pipe Information REM#5 EXTENDED LEARNING Dashboard Hydraulics (Remote Area 5) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft - Elev(Pe) Psi Notes Elev2 in -Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 70 24.00 11/2 Sch 10 Len 90.0 C= 120 Pt 80) 19.985 1.6820 4E Ftg 19.8 - Pe 0.000 80 24.00 BL2 7.0 Total 109.8 0.00185 Pf 0.203 50 22.00 11/2'Sch 10 Len 2.0 C= 120 Pt 70) 20.188 1.6820 T Ftg 9.9 - Pe 0.866 70 24.00 RN2 7.0 Total 11.9 0.00185 Pf 0.022 34 22.00 3"Sch 10 35.3 Len 26.0 C= 120 Pt 50) 21.076 3.2600 T Ftg 20.2 - Pe 0.000 50 22.00 CM 42.2 Total 46.2 0.00207 pf 0.096 Total Pressure at Node 34) 21.172 psi 30 23.00 4"Sch 10 Len -1.0 C= 120 Pt 31) 21.780 4.2600 E Ftg 13.2 Pe -0.433 31 22.00 FM 234.3 Total 12.2 0.01341 Pf 0.163 28 23.00 4"Sch 10 Len 17.0 C= 120 Pt 30) 21.510 4.2600 E Ftg 13.2 - Pe 0.000 30 23.00 FM 234.3 Total 30.2 0.01341 pf 0.405 27 13.00 4"Sch 10 Len 10.0 C= 120 Pt 28) 21.915 4.2600 E Ftg 13.2 Pe 4.330 28 23.00 FM 234.3 Total 23.2 0.01341 pf 0.311 26 13.00 4"Sch 10 Len 2.0 C= 120 Pt 27) 26.555 4.2600 T Ftg 26.3 - Pe 0.000 27 13.00 FM 234.3 0.01341 pf 0.380 Total 28.3 25 13.00 4"Sch 10 Len 17.0 C= 120 Pt 26) 26.935 4.2600 T Ftg 26.3 - Pe 0.000 26 13.00 FM 234.3 Total 43.3 0.01341 Pf 0.581 24 13.00 4"Sch 10 Len 42.0 C= 120 Pt 25) 27.517 4.2600 0 Ftg 0.0 Pe 0.000 25 13.00 FM 234.3 0.01341 Pf 0.563 Total 42.0 23 13.00 4"Sch 10 Len 1.0 C= 120 Pt 24) 28.080 METRA FLEX:LEXLoss=0.30 PSI 4.2600 4MFLEX Ftg 0.0 Pe 0.000 LOSS METRA-FLEX SEISMIC 24 13.00 FM 234.3 0.01341 pf 0.013 Total 1.0 22 13.00 4"Sch 10 Len 4.0 C= 120 Pt 23) 28.389 4.2600 E Ftg 13.2 - Pe 0.000 23 13.00 FM 234.3 0.01341 pf 0.230 Total 17.2 © Copyright 2010 Sigma Development Group, Inc. Page 15 of 17 , AA‘ 'EMPLETON ELEMENTARY SCHOOL ©480 0REM #5EXTENDED LEARNING Pipe Information (Remote Area 5) Dashboard Hydraulics From Elev1 Pipe ID Flows Inside Length ft C Value Total(Pt) psi ftAdded GPM Diameter Fittings Fitting ftElev(Pe) psi Notes Friction Loss- To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 21 24.00 4"Sch 10 Len 11.0 C= 120 Pt 22) 28.619 4.2600 E Ftg 13.2 Pe -4.763 22 13.00 FM 234.3 Total 2.2 0.01341 Pf0.029 20 24.00 a"Scn 1 o Len 67.0 C= 120 Pt 21) 23.885 4.2600 E Ftg 13.2 Pe0.000 21 24.00 FM 234.3 Total 80.2 0.01341 Pf 1.075 10 13.50 4"Sch 10 Len 47.5 C= 120 Pt 20) 24.960 4.2600 3E Ftg 39.5 - Pe 4.547 20 24.00 FM 234.3 Total 87.0 0.01341 Pf 1.167 Len 14.5 Pt 10) 30. PSI LOSS BFV 8-0 9 5.00 4"Sch10 674 C= 120 4.2600 0 Ftg0.0 Pe 3.681 10 13.50 FR 234.3 Total 14.5 0.01341 Pf0.194 8 4.00 6"Sc h 10 Len 1.0 C= 120 Pt 9) 34.549 (8)WET#1 START(269.5)ELV 6.3570 T Ftg 37.7 Pe 0.433 9 5.00 FR . 234 38.7 0.00191 Pf 0.074 7 1.00 6"Sch 10 Len 3.0 C= 120 Pt 8) 35.056 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 234.3Total 20.6 0.00191 Pf 0.039 6 0.00 6"Sch 4o Len 1 0 C= 120 Pt 7) 36.394 6.0650 CV Ftg 32.0 Pe 0.433 7 too FR 234.3 Total 33.0 0.00240 Pf 0.079 5 -4.00 6'Dl Len 14.0 c.. 140 Pt 6) 36.906 (6)BOR(0-0 ELV @ 266-0) 5.8903 T,E Ftg 50.8 Pe 1.732 6 0.00 UN 234.3 Total 64.8 0.00208 Pf 0.135 4 1.00 8"DI Len 75.0 C= 140 Pt 5) 38.773 8.4500 T Ftg 61.5 Pe -2.165 5 -4.00 UN 234.3Total 136.5 0.00036 Pf 0.049 3 1.008,DI Len 16.0 C. 1 Pt 4) 36.657 8.4500 E Ftg 31.6 Pe 0.000 4 too UN 234.3 Total 47.6 0.00036 Pf0.017 Len 1.0 Pt 3) 36.674 Febco 8"Detector Check Valve 2 1.00 8"DI C= 140 Model 800:Loss=2.00 (E)8" 8.4500 DCA Ftg 0.0 Pe 0.000 BACKFLOW(267-0)ELV 3 1.00 UN 234.310 0.00036 Pf 0.000 TotalLen 30.0 Pt 2 38.670 FLOW TEST(270-0)ELV L 0 4.00 8"DI C= 140 ) 8.4500 T,GV,2E Ftg 131.7 - Pe -1.299 2 too UN 234.3Total 161.7 0.00036 Pf 0.058 © Copyright 2010 Sigma Development Group, Inc. Page 16 of 17 'EMPLETON ELEMENTARY SCHOOL ©884Q REM #5 EXTENDED LEARNING Pipe Information Dashboard Hydraulics r (Remote Area 5) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes EIev2 in —Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi Total Pressure at Node 0) 37.429 psi © Copyright 2010 Sigma Development Group, Inc. Page 17 of 17 ©8800 ..°w° Hydraulics Summary Sheet Dashboard Hydraulics Project Information Calculation Date: 11/28/2018 10:17:28 AM TEMPLETON ELEMENTARY SCHOOL system ID SYS#1 drawing ref FP-6.21 REM#6 CLASS RM building #1 9500 SW MURDOCK ST. construction V-B TIGARD,OR occupancy GROUP E contract# 3024-18 authority CITY OF TIGARD Contractor Information -, Hydraulics Criteria Sound Fire Protection density .10 GPM/ft' system type WET design std NFPA 13 2013 10772 SE HWY 212 remote area 949 ft2 hazard LIGHT HAZARD CLACKAMAS,OR 97015 spr coverage 150 ft2 sprs flowing 8 calculated by M.McNEIL figure 11.2.3.2.3.1 calc'd volume 1,119.8 gal curve telephone 503-655-3775 fax 503-655-2990 Flow Test email MCNEIL@SOUNDFIREPRO.COM static pressure 48.00 psi Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 8 TYCO TY-FRB TY323 1/2 5.6 elevation from ff 4.00 ft date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH I 80 Remote Area 6 - Supply / Demand Graph 47.89 psi available at Sprinkler Demand of 22.47 psi with 70 Total System Flow of 220.5 GPM r Margin: +53.1% 6050 H O.d 3 40 i co to cu i 3 d0 10 0 N1.85` 220.5 GPM 0 50 100 150 200 250 Water Flow(GPM) • Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 17 TEMPLETON ELEMENTARY SCHOOL ©8800 REM#6 CLASS RM Supply Analysis (Remote Area 6) Dashboard Hydraulics Source Static Residual Quantity Pressure Total Total System Pressure Node Pressure Pressure Flowing /Available Flow Required / Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.89 psi 220.5 GPM 22.47 psi Sprinkler Flow: 120.5 GPM Additional Flows: None Hose Flow at Zero: 100.0 GPM Total System Flow: 220.5 GPM Maximum velocity in pipe 540-640 is 5.6 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 646 16.0 Sprinkler 5.60 15.00 7.17 15.00 Drop/Sprig assy for Remote Area(Remote Area 6). 643 16.0 Sprinkler 5.60 15.00 7.19 15.01 Drop/Sprig assy for Remote Area(Remote Area 6). 645 16.0 Sprinkler 5.60 15.00 7.19 15.01 Drop/Sprig assy for Remote Area(Remote Area 6). 642 16.0 Sprinkler 5.60 15.00 7.20 15.02 Drop/Sprig assy for Remote Area(Remote Area 6). 647 16.0 Sprinkler 5.60 15.00 7.20 15.03 Drop/Sprig assy for Remote Area(Remote Area 6). 644 16.0 Sprinkler 5.60 15.00 7.21 15.04 Drop/Sprig assy for Remote Area(Remote Area 6). 641 16.0 Sprinkler 5.60 15.00 7.38 15.22 Drop/Sprig assy for Remote Area(Remote Area 6). 640 16.0 Sprinkler 5.60 15.00 7.38 15.22 Drop/Sprig assy for Remote Area(Remote Area 6). 0 4.0 Hose@Zero 22.47 100.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 17 ' 'EMPLETON ELEMENTARY SCHOOL PP 890- REM#6 CLASS RM ' Pipe Information Dashboard"ydrau`ics (Remote Area 6) From Elft 1 Pipe ID Added Inside Flows Length ft C Value Total(Pt) psi Elev2 GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes To ft Type Total in -Friction Loss - Total ft psi/ft Frict(Pf) psi 546 19.00 1"Sch 40 Len 35.0 C- 120 Pt 646) 7.175 Area Drop/Sprig assy for Remote 1.0490 T,E Ftg 7.0 - Pe -1.299 (Remote Area 6). 646 16.00 Assy 15.0 0.07643 Pf 3.210 Total 42.0 Total Pressure at Node 546) 9.086 psi 547 19.00 1"Sch 40 Len 35.0 C= 120 Pt 647) 7.199 Area(RDrop/Sprig assyemoteArea for Remote 1.0490 T,E Ftg 7.0 Pe -1.299 6). 647 16.00 Assy 15.0 0.07667 Pf 3.220 Total 42.0 Total Pressure at Node 547) 9.120 psi 545 19.00 1"Sch 40 Len 35.0 C= 120 Pt 645) 7.187 Area Drop/Sprig assy for Remote 1.0490 T,E Ftg 7.0 Pe -1.299 (Remote Area 6). 645 16.00 Assy 15.0 0.07655 Pf 3.215 Total 42.0 Total Pressure at Node 545) 9.104 psi 544 19.00 1"Sch 40 Len 35.0 C= 120 Pt 644) 7.211 Area Drop/Sprig assy for Remote 1.0490 T,E Ftg 7.0 - Pe -1.299 (Remote Area 6). 644 16.00 Assy 15.0 0.07678 pf 3.225 Total 42.0 Total Pressure at Node 544) 9.136 psi 543 19.00 1"Sch 40 Len 35.0 C= 120 Pt 643) 7.186 Area(Drop/Sprig assy for Remote 1.0490 T,E Ftg 7.0 - Pe -1.299 Remote Area 6). 643 moo Assy 15.0 Total 42.0 0.07653 Pf 3.214 Total Pressure at Node 543) 9.101 psi 542 19.00 1"Sch 40 Len 35.0 C- 120 Pt 642) 7,198 Area Drop/Sprig assy for Remote 1.0490 T,E Ftg 7.0 - Pe -1.299 (Remote Area 6). 642 16.00 Assy 15.0 0.07666 Pf 3.220 Total 42.0 Total Pressure at Node 542) 9.118 psi 541 19.00 1"Sch 40 Len 35.0 C= 120 Pt 641) 7.382 Area Drop/Sprig assy for Remote 1.0490 T,E Ftg 7.0 - Pe -1.299 (Remote Area 6). 641 16.00 Assy 15.2 0.07848 Pf 3.296 Total 42.0 Total Pressure at Node 541) 9.379 psi 540 19.00 1"Sch 40 Len 35.0 C= 120 Pt 640) 7.383 Drop/Sprig assy for Remote 1.0490 T,E Ftg 7.0 - Pe -1.299 Area(Remote Areas). 640 16.00 Assy 15.2 0.07849 Pf 3.296 Total 42.0 Total Pressure at Node 540) 9.381 psi 547 19.00 1V Sch 10 Len 12.0 C= 120 Pt 546) 9.086 1.6820 Ftg 0.0 Pe 0.000 546 19.00 BL56 8.8 0.00286 Pf 0.034 Total 12.0 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 17 'EMPLETON ELEMENTARY SCHOOL 08$00REM#6 CLASS RM Dashboard Hydraulics Pipe Information (Remote Area 6) From Elev1 Pipe ID Flows Inside Length ftc Value Total(Pt) psi ft Added GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 536 19.00 1'/z'Sch 10 15.0 Len 4.0 C= 120 Pt 547) 9.120 1.6820 Ftg 0.0 Pe 0.000 547 19.00 BL56 23.8Total 4.0 0.01805 Pf 0.072 516 18.00 11/2 Sch 10 Len 2.0 C= 120 Pt 536) 9.192 1.6820 T Ftg 9.9 Pe 0.433 536 19.00 RN5 23.8Total 11.9 0.01805 pf 0.215 { 515 18.00 2'/z'Sch 10 Len 9.5 C- 120 Pt 516) 9.840 2.6350 0 Ftg 0.0 - Pe 0.000 516 18.00 CM5 23.8Total 9.5 0.00203 Pf 0.019 Total Pressure at Node 515) 9.859 psi 545 19.00 11/2Sch 10 Len 12.0 C= 120 Pt 546) 9.086 1.6820 Ftg 0.0 Pe 0.000 546 19.00 BL56 6.2Total 12.0 0.00149 Pf 0.018 636 19.00 11/2'Sch 10 15.0 Len 32.0 C= 120 Pt 54 5) 9.104 1.6820 4E Ftg 19.8 Pe 0.000 545 19.00 BL56 21.2 Total 51.8 0.01455 Pf 0.754 616 17.00 1'/:"Sch 10 Len 30 C= 120 Pt 636) 9.857 1.6820 T Ftg 9.9 Pe 0.866 636 19.00 RN6 21.2 Total 12.9 0.01455 Pf 0.188 615 17.00 3"Sch 10 Len 12 0 C= 120 Pt 616) 10.911 3.2600 0 Ftg 0.0 Pe 0.000 616 17.00 CM6 21.2Total 12.0 0.00058 Pf 0.007 Total Pressure at Node 615) 10.918 psi 544 19.00 11/2'Sch 10 Len 12.0 C= 120Pt 543) 9.101 1.6820 Ftg 0.0 Pe0.000 543 19.00 BL56 8.9Total 12.0 0.00293 Pf 0.035 535 19.00 11/2'Sch 10 15.0 Len 4.0 C= 120 Pt 544) 9.136 1.6820 Ftg 0.0 - Pe 0.000 544 19.00 BL56 24.0 Total 4.0 0.01824 Pf 0.073 515 18.00 11/2'Sch10 Len 2.0 C= 120 Pt 535) 9209 1.6820 T Ftg 9.9 Pe 0.433 535 19.00 RN5 24.0Total 11.9 0.01824 pf 0.217 514 18.00 21/2'Sch 10 23.8 Len 9.5 C= 120 Pt 515) 9.859 2.6350 0 Ftg 0.0 Pe 0.000 515 18.00 CM5 47.8Total 9.5 0.00735 pf 0.070 Total Pressure at Node 514) 9.929 psi © Copyright 2010 Sigma Development Group, Inc. Page 4 of 17 ' 'EMPLETON ELEMENTARY SCHOOL ©t 8800 REM #6 CLASS RM Dash ,r,Nydau,,a Pipe Information (Remote Area 6) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside Elev2 GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes in -Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 31 22.00 4"Sch to Len 17.0 C= 120 Pt 32) 10.974 4.2600 T Ftg 26.3 - Pe 0.000 32 22.00 NC 120.5 Total 43.3 0.00392 Pf 0.170 Total Pressure at Node 31) 11.144 psi 542 19.00 1% Sch 10 Len 12.0 C= 120 Pt 543) 9.101 1.6820 Ftg 0.0 - Pe 0.000 543 19.00 BL56 6.1 Total 12.0 0.00145 Pf 0.017 Total Pressure at Node 542) 9.118 psi 32 22.00 4"Sch 10 Len 2.0 C= 120 Pt 34) 10.966 4.2600 0 Ftg 0.0 - Pe 0.000 34 22.00 NC 120.5 Total 2.0 0.00392 pf 0.008 Total Pressure at Node 32) 10.974 psi 635 19.00 11/2"Sch 10 Len 32.0 C= 120 Pt 542) 9.118 1.6820 4E Ftg 19.8 Pe 0.000 542 19.00 BL56 21.1 Total 51.8 0.01443 pf 0.748 615 17.00 11/2 Sch 10 Len 3.0 C= 120 Pt 635) 9.866 1.6820 T Ftg 9.9 Pe 0.866 635 19.00 RN6 21.1 Total 12.9 0.01443 Pf 0.186 614 17.00 3"Sch 10 21.2 Len 13.0 C= 120 Pt 615) 10.918 3.2600 0 Ftg 0.0 - Pe 0.000 615 17.00 CM6 42.3 Total 13.0 0.00208 pf 0.027 Total Pressure at Node 614) 10.945 psi 534 19.00 11/2Sch 10 Len 6.0 C= 120 Pt 541) 9.379 1.6820 Ftg 0.0 Pe 0.000 541 19.00 BL56 13.7 Total 6.0 0.00651 Pf 0.039 514 18.00 VA"Sch to Len 2.0 C= 120 Pt 534) 9.419 1.6820 T Ftg 9.9 Pe 0.433 534 19.00 RN5 13.7 Total 11.9 0.00651 Pf 0.078 513 18.00 VA"Sch 10 47.8 Len 9.5 C= 120 Pt 514) 9.929 2.6350 0 Ftg 0.0 - Pe 0.000 514 18.00 CM5 61.5 Total 9.5 0.01173 Pf 0.111 Total Pressure at Node 513) 10.040 psi 540 19.00 11/2Sch 10 Len 12.0 C= 120 Pt 541) 9.379 1.6820 Ftg 0.0 - Pe 0.000 541 19.00 BL56 1.5 Total 12.0 0.00011 Pf 0.001 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 17 ,, -EMPLETON ELEMENTARY SCHOOL El$$0Q REM #6 CLASS RM Dashboard Hydraulics Pipe Information (Remote Area 6) Elev1 Flows Length ft C Value Total(Pt) psi From ft Pipe ID Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 634 19.00 11/2 Sch 10 15.2 Len 42.0 C= 120 Pt 540) 9.381 1.6820 4E Ftg 19.8 Pe 0.000 540 19.00 BL56 16.7Total 61.8 0.00935 Pf 0.578 614 17.00 11/2"Sch 10 Len 3.0 C= 120 Pt 634) 9.959 1.6820 T Ftg 9.9 Pe 0.866 634 19.00 RN6 16.7Total 12.9 0.00935 Pf 0.121 613 17.00 3"Sch 10 42.3 Len 11.0 C= 120 Pt 614) 10.945 3.2600 0 Ftg 0.0 Pe 0.000 614 17.00 CM6 59.0Total 11.0 0.00385 Pf 0.042 Total Pressure at Node 613) 10.988 psi 533 19.00 11/2"Sch 10 Len 2.0 C= 120 Pt 513) 10.040 1.6820 T Ftg 9.9 Pe -0.433 513 18.00 RN5 11.8Total 11.9 0.00492 pf 0.059 633 19.00 1'/2'Sch 10 Len 60.0 C= 120 Pt 533) 9.666 1.6820 4E Ftg 19.8 - Pe 0.000 533 19.00 BL56 11.8 Total 79.8 0.00492 Pf 0.392 C= 12 0 Pt 633 58 613 17.00 11/2"Sch 10 Len 3.0 ) 10.0 1.6820 T Ftg 9.9 Pe 0.866 633 19.00 RN6 11.8Total 12.9 0.00492 Pf 0.063 612 17.00 3"Sch 10 59.0 Len 7.0 C= 120 Pt 613) 10.988 3.2600 0 Ftg 0.0 Pe0.000 613 17.00 CM6 70.8 Total 7.0 0.00540 Pf 0.038 Total Pressure at Node 612) 11.025 psi 512 18.00 21/2 Sch 10 Len 35.0 C= 120 Pt 513) 10.040 2.6350 2E Ftg 16.5 - Pe 0.000 513 18.00 CM5 49.7Total 51.5 0.00791 pf 0.407 532 19.00 1%'Sch 10 -44.6 Len 2.0 c= 120 Pt 512) 10.447 1.6820 T Ftg 9.9 - Pe -0.433 512 18.00 RN5 5.2Total 11.9 0.00107 pf 0.013 632 19.00 1Y:"Sch 10 Len 91.0 C= 120 Pt 532) 10.027 1.6820 4E Ftg 19.8 Pe 0.000 532 19.00 BL56 5.2 Total 110.8 0.00107 pf 0.118 612 17.00 1Y2"Sch 10 Len 3.0 C= 120 Pt 632) 10.146 1.6820 T Ftg 9.9 Pe 0.866 632 19.00 RN6 5.2Total 12.9 0.00107 Pf 0.014 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 17 �` 'EMPLETON ELEMENTARY SCHOOL ©$800 ., Pipe Information REM#s CLASS RM Dashboard Hydraulics (Remote Area 6) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in -Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 611 17.00 3"Sch 10 70.8 Len 9.0 C= 120 Pt 612) 11.025 3.2600 0 Ftg 0.0 Pe 0.000 612 17.00 CM6 76.0 Total 9.0 0.00615 Pf 0.055 Total Pressure at Node 611) 11.081 psi 511 18.00 21/2 Sch 10 Len 9.5 C= 120 Pt 512) 10.447 2.6350 0 Ftg 0.0 - Pe 0.000 512 18.00 CM5 44.6 Total 9.5 0.00645 Pf 0.061 531 19.00 11/2'Sch 10 -39.4 Len 2.0 C= 120 Pt 511) 10.509 1.6820 T Ftg 9.9 - Pe -0.433 511 18.00 RN5 5.2 Total 11.9 0.00107 Pf 0.013 631 19.00 11/2"Sch 10 Len 85.0 C= 120 Pt 531) 10.089 1.6820 4E Ftg 19.8 - Pe 0.000 531 19.00 BL56 5.2 Total 104.8 0.00107 Pf 0.112 611 17.00 11/2 Sch 10 Len 3.0 C= 120 Pt 631) 10.201 1.6820 T Ftg 9.9 Pe 0.866 631 19.00 RN6 5.2 Total 12.9 0.00107 Pf 0.014 610 17.00 3"Sch 10 76.0 Len 90.0 C= 120 Pt 611) 11.081 3.2600 2E Ftg 18.8 - Pe 0.000 611 17.00 CM6 81.2 Total 108.8 0.00694 Pf 0.756 Total Pressure at Node 610) 11.836 psi 510 18.00 2%.Sch 10 Len 9.5 C= 120 Pt 511) 10.509 2.6350 0 Ftg 0.0 - Pe 0.000 511 18.00 CM5 39.4 Total 9.5 0.00514 Pf 0.049 530 19.00 11/4"Sch 10 -29.0 Len 2.0 C= 120 Pt 510) 10.558 1.6820 T Ftg 9.9 - Pe -0.433 510 18.00 RN5 10.4 Total 11.9 0.00389 Pf 0.046 629 19.00 1'/2'Sch 10 Len 163.0 C= 120 Pt 530) 10.171 1.6820 6E Ftg 29.7 - Pe 0.000 530 19.00 BL56 10.4 Total 192.7 0.00389 Pf 0.749 610 17.00 1%"Schlo Len 3.0 C= 120 Pt 629) 10.920 1.6820 T Ftg 9.9 Pe 0.866 629 19.00 RN6 10.4 Total 12.9 0.00389 Pf 0.050 608 17.00 3"Sch 10 81.2 Len 12.0 C= 120 Pt 610) 11.836 3.2600 0 Ftg 0.0 Pe 0.000 610 17.00 CM6 91.6 Total 12.0 0.00868 Pf 0.104 Total Pressure at Node 608) 11.941 psi © Copyright 2010 Sigma Development Group, Inc. Page 7 of 17 'EMPLETON ELEMENTARY SCHOOL , 08800 REM #6 CLASS RM .,' Pipe Information (Remote Area 6) Dashboard Hydraulics From Elev1 pi a ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft- Elev(Pe) psi Notes To Elev2 Type in Friction Loss- ft Total Total ft psi/ft Frict(Pf) psi 509 18.00 21/2'Sch10 Len 9.5 C= 120 Pt 510) 10.558 2.6350 0 Ftg 0.0 - Pe 0.000 510 18.00 CM5 29.0Total 9.5 0.00291 pf 0.028 ' 529 19.00 11/2'Sch 10 -22.7 Len 2.0 C= 120 Pt 509) 10.585 1.6820 T Ftg 9.9 - Pe -0.433 509 18.00 RN5 6.3Total 11.9 0.00152 pf 0.018 609 19.00 11/2"Sch 10 Len 54.0 C= 120 Pt 529) 10.170 1.6820 T,2E Ftg 19.8 Pe 0.000 529 19.00 BL56 6.3Total 73.8 0.00152 Pf 0.112 Total Pressure at Node 609) 10.283 psi 508 18.00 21/2'Sch 10 Len 9.5 C= 120 Pt 509) 10.585 2.6350 0 Ftg 0.0 Pe 0.000 509 18.00 CM5 22.7Total 9.5 0.00186 pf 0.018 528 19.00 1'/z'Sch 10 -16.6 Len 2.0 C= 120 Pt 508) 10.603 1.6820 T Ftg 9.9 Pe -0.433 508 18.00 RN5 6.1Total 11.9 0.00147 Pf 0.018 609 19.00 11/2'Sch 10 Len 50.0 C= 120 Pt 528) 10.187 1.6820 3E Ftg 14.8 Pe 0.000 528 19.00 BL56 6.1Total 64.8 0.00147 pf 0.095 628 19.00 11/2 Sch 10 6.3 Len 114.0 C= 120 Pt 609) 10.283 1.6820 4E Ftg 19.8 - Pe 0.000 609 19.00 BL56 12.4Total 133.8 0.00540 Pf 0.722 608 17.00 11/2 Sch 10 Len 3.0 C= 120 Pt 628) 11.005 1.6820 T Ftg 9.9 Pe 0.866 628 19.00 RN6 12.4Total 12.9 0.00540 Pf 0.070 607 17.00 3"Sch 10 91.6 Len 12.5 C= 120 Pt 608) 11.941 3.2600 0 Ftg 0.0 Pe 0.000 608 17.00 CM6 104.0Total 12.5 0.01098 Pf 0.137 Total Pressure at Node 607) 12.078 psi 507 18.00 21/2"Sch 10 508 18.00 CM5 Len 9.5 C= 120 Pt 508) 10.603 2.6350 0 Ftg 0.0 Pe 0.000 16.6 Total 9.5 0.00104 Pf 0.010 527 19.00 11/a Sch 10 Len 2.0 Pt 507) 10.613 ' C= 120 1.6820 T Ftg 9.9 Pe -0.433 507 18.00 RN5 16.6 Total 11.9 0.00922 Pf 0.110 © Copyright 2010 Sigma Development Group, Inc. Page 8 of 17 13$$00 'EMPLETON ELEMENTARY SCHOOL REM#6CLASS RM Dashboard Hydraulics Pipe Information (Remote Area 6) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes Elev2in - Friction Loss ToType Total Total ft psi/ft Frict(Pt) psi 506 19.00 1%'Sch 10 Len 48.0 C= 120 Pt 527) 10.289 1.6820 T,E Ftg 14.8 Pe 0.000 527 19.00 BL56 16.6 Total 62.8 0.00922 pf 0.580 627 19.00 11/2 Sch 10 8.7 Len 110.0 C= 120 Pt 506) 10.869 1.6820 T,3E Ftg 24.7 Pe 0.000 506 19.00 BL56 7.9 Total 134.7 0.00232 Pf 0.313 607 17.00 11/2"Sch10 Len 3.0 C= 120 Pt 627) 11.182 1.6820 T Ftg 9.9 - Pe 0.866 627 19.00 RN6 7.9 Total 12.9 0.00232 Pf 0.030 606 17.00 3"Sch 10 104.0 Len 9.0 C= 120 Pt 607) 12.078 3.2600 0 Ftg 0.0 - Pe 0.000 607 17.00 CM6 111.8 Total 9.0 0.01257 Pf 0.113 Total Pressure at Node 606) 12.191 psi 626 'moo 11/z'Sch 10 Len 120.0 C= 120 Pt 506) 10.869 1.6820 6E Ftg 29.7 Pe 0.000 506 19.00 BL56 8.7 Total 149.7 0.00280 Pf 0.420 606 17.00 11/2 Sch 10 Len 3.0 C= 120 Pt 626) 11.289 1.6820 T Ftg 9.9 - Pe 0.866 626 19.00 RN6 8.7 Total 12.9 0.00280 pf 0.036 605 17.00 3"Sch 10 111.8 Len 10.0 C= 120 Pt 606) 12.191 3.2600 0 Ftg 0.0 Pe 0.000 606 17.00 CM6 120.5 Total 10.0 0.01443 Pf 0.144 625 19.00 11/2 Sch 10 -112.0 Len 3.0 C= 120 Pt 605) 12.335 1.6820 T Ftg 9.9 Pe -0.866 605 17.00 RN6 8.6 Total 12.9 0.00272 Pf 0.035 525 19.00 11A"Sch 10 Len 105.0 C= 120 Pt 625) 11.504 1.6820 4E Ftg 19.8 - Pe 0.000 625 19.00 BL56 8.6 Total 124.8 0.00272 Pf 0.340 505 18.00 11/2'Sch 10 Len 2.0 C= 120 Pt 525) 11.844 1.6820 T Ftg 9.9 Pe 0.433 525 19.00 RN5 8.6 Total 11.9 0.00272 Pf 0.032 504 18.00 21/2'Sch 10 Len 10.0 C= 120 Pt 505) 12.309 2.6350 0 Ftg 0.0 - - Pe 0.000 505 18.00 CM5 8.6 Total 10.0 0.00031 pf 0.003 Total Pressure at Node 504) 12.313 psi © Copyright 2010 Sigma Development Group, Inc. Page 9 of 17 57 'EMPLETON ELEMENTARY SCHOOL ' ©$$OQ REM#6 CLASS RM Dashboard Hydraulics Pipe Information (Remote Area 6) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 604 17.00 3"Sch 10 Len 9.0 C= 120 Pt 605) 12.335 3.2600 0 Ftg 0.0 - Pe 0.000 605 17.00 CM6 112.0Total 9.0 0.01259 Pf 0.113 624 19.00 1%"Sch 10 -104.8 Len 3.0 C= 120 Pt 604) 12.449 1.6820 T Ftg 9.9 Pe -0.866 604 17.00 RN6 7.2 -Total 12.9 0.00198 pf 0.026 524 19.00 11/2'Sch 10 Len 105.0 C= 120 Pt 624) 11.608 1.6820 4E Ftg 19.8 Pe 0.000 624 19.00 BL56 7.2 Total 124.8 0.00198 Pf 0.248 504 18.00 1%"Sch 10 Len 2.0 C= 120 Pt 524) 11.856 1.6820 T Ftg 9.9 - Pe 0.433 524 19.00 RN5 7.2 Total 11.9 0.00198 Pf 0.024 503 18.00 21/2'Sch 10 8.6 Len 10.0 C= 120 Pt 504) 12.313 2.6350 0 Ftg 0.0 Pe 0.000 504 moo CM5 15.8 Total 10.0 0.00095 Pf 0.009 Total Pressure at Node 503) 12.322 psi 603 17.00 3"Sch 10 Len 9.0 C= 120 Pt 604) 12.449 3.2600 0 Ftg 0.0 - - Pe 0.000 604 17.00 CM6 104.8Total 9.0 0.01113 pf 0.100 623 19.00 11/2.'Sch 10 -98.8 Len 3.0 C= 120 Pt 603) 12.549 1.6820 T Ftg 9.9 Pe -0.866 603 17.00 RN6 5.9Total 12.9 0.00138 Pf 0.018 523 19.00 1% Sch 10 Len 105.0 C= 120 Pt 623) 11.701 1.6820 4E Ftg 19.8 - Pe 0.000 623 19.00 BL56 5.9 Total 124.8 0.00138 Pf 0.172 503 18.00 1% Sch 10 Len 2.0 C= 120 Pt 523) 11.873 1.6820 T Ftg 9.9 Pe 0.433 523 19.00 RN5 5.9 Total 11.9 0.00138 Pf 0.016 502 18.00 21/z'Sch 10 15.8 Len 10.0 C= 120 Pt 503) 12.322 2.6350 0 Ftg 0.0 - Pe 0.000 503 18.00 CM5 21.7 Total 10.0 0.00171 pf 0.017 522 19.00 11/2 Sch 10 -17.8 Len 2.0 C= 120 Pt 502) 12.339 1.6820 T Ftg 9.9 Pe -0.433 502 18.00 RN5 3.9 Total 11.9 0.00064 Pf 0.008 © Copyright 2010 Sigma Development Group, Inc. Page 10 of 17 'EMPLETON ELEMENTARY SCHOOL ti$$d0 REM#6 CLASS RM 'y,., Pipe Information Dashboard Hydraulics (Remote Area 6) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes To EIev2 T e in Friction Loss - ft yp Total Total ft psi/ft Frict(Pt) psi 521 19.00 11/2 Sch 10 522 19.00 BL56 Len 70.0 C= 120 Pt 522) 11.914 1.6820 3E Ftg 14.8 Pe 0.000 3.9 Total 84.8 0.00064 Pf 0.054 501 18.00 1V/2 Sch 10 Len 2.0 C= 120 Pt 521) 11.968 1.6820 T Ftg 9.9 Pe 0.433 521 19.00 RN5 3.9 Total 11.9 0.00064 Pf 0.008 Total Pressure at Node 501) 12.408 psi 38 17.00 3"Sch 10 Len 8.0 C= 120 Pt 603) 12.549 3.2600 2E Ftg 18.8 Pe 0.000 603 17.00 CM6 98.8 Total 26.8 0.00999 Pf 0.268 44 19.00 4"Sch 10 Len 1.0 C= 120 Pt 38) 12.817 4.2600 T Ftg 26.3 Pe -0.866 38 17.00 BL 98.8 Total 27.3 0.00272 Pf 0.074 35 22.00 4"Sch 10 Len 48.0 C= 120 Pt 44) 12.025 4.2600 T Ftg 26.3 Pe -1.299 44 19.00 CM 98.8 Total 74.3 0.00272 Pf 0.202 34 22.00 4"Sch 10 Len 14.0 C= 120 Pt 35) 10.928 4.2600 0 Ftg 0.0 - Pe 0.000 35 22.00 CM 98.8 Total 14.0 0.00272 Pf 0.038 Total Pressure at Node 34) 10.966 psi 501 18.00 2% Sch 10 Len 50.0 C= 120 Pt 502) 12.339 2.6350 E Ftg 8.2 Pe 0.000 502 18.00 CM5 17.8 Total 58.2 0.00119 pf 0.069 500 22.00 2%"Sch 10 3.9 Len 20.0 C= 120 Pt 501) 12.408 2.6350 0 Ftg 0.0 Pe -1.732 501 18.00 CM5 21.7 Total 20.0 0.00171 pf 0.034 60 22.00 21/2Sch 10 Len 58.0 C= 120 Pt 500) 10.710 2.6350 T,2E Ftg 32.9 Pe 0.000 500 22.00 CM2 21.7 Total 90.9 0.00171 pf 0.155 61 22.00 21A"Sch 10 -3.6 Len 8.0 C= 120 Pt 60) 10.866 2.6350 0 Ftg 0.0 Pe 0.000 60 22.00 CM2 18.1 Total 8.0 0.00123 Pf 0.010 62 22.00 2%"Sch 10 -3.2 Len 8.0 C= 120 Pt 61) 10.876 2.6350 0 Ftg 0.0 Pe 0.000 61 22.00 CM2 15.0 Total 8.0 0.00086 Pf 0.007 © Copyright 2010 Sigma Development Group, Inc. Page 11 of 17 'EMPLETON ELEMENTARY SCHOOL ' D 8800 REM#6 CLASS RM ' Pipe Information (Remote Area 6) Dashboard Hydraulics From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 63 22.00 21/2"Sch 10 -2.9 Len 8.0 C= 120 Pt 62) 10.882 2.6350 0 Ftg 0.0 Pe 0.000 62 22.00 CM2 12.1Total 8.0 0.00057 pf 0.005 64 22.00 21/z Sch 10 -2.7 Len 9.0 C= 120 Pt 63) 10.887 2.6350 0 Ftg 0.0 Pe 0.000 63 22.00 CM2 9.4Total 9.0 0.00036 Pf 0.003 65 22.00 21/x'Sch 10 -2.5 Len 10.5 C= 120 Pt 64) 10.890 2.6350 0 Ftg 0.0 - Pe 0.000 64 22.00 CM2 6.9Total 10.5 0.00020 pf 0.002 66 22.00 21/2 Sch 10 -2.4 Len 12.0 C= 120 Pt 65) 10.892 2.6350 0 Ftg 0.0 - Pe 0.000 65 22.00 CM2 4.5Total 12.0 0.00009 Pf 0.001 67 22.00 21/z"Sch 10 -2.3 Len 12.0 C= 120 Pt 66) 10.894 2.6350 0 Ftg 0.0 Pe 0.000 66 22.00 CM2 2.3Total 12.0 0.00003 Pf 0.000 87 24.00 11/2Sch 10 Len 2.0 C= 120 Pt 67) 10.894 1.6820 T Ftg 9.9 Pe -0.866 67 22.00 RN2 2.3 Total 11.9 0.00023 pf 0.003 77 24.00 11/2Sch 10 Len 70.0 C= 120 Pt 87) 10.031 1.6820 4E Ftg 19.8 Pe 0.000 87 24.00 BL2 2.3 Total 89.8 0.00023 Pf 0.021 57 22.00 11/2 Sch 10 Len 2'0 C= 120 Pt 77) 10.051 1.6820 T Ftg 9.9 Pe 0.866 77 24.00 RN2 2.3 Total 11.9 0.00023 Pf 0.003 56 22.00 3"Sch 10 Len 12.0 C= 120 Pt 57) 10.920 3.2600 0 Ftg 0.0 - Pe 0.000 57 22.00 CM2 2.3 Total 12.0 0.00001 Pf 0.000 Total Pressure at Node 56) 10.920 psi 86 24.00 11/2 Sch 10 Len 2'0 C= 120 Pt 66) 10.894 1.6820 T Ftg 9.9 Pe -0.866 66 22.00 RN2 2.3 Total 11.9 0.00024 Pf 0.003 76 24.00 1I/2"Sch 10 Len 70.0 C= 120 Pt 86) 10.030 1.6820 4E Ftg 19.8 - Pe 0.000 86 24.00 BL2 2.3Total 89.8 0.00024 Pf 0.021 © Copyright 2010 Sigma Development Group, Inc. Page 12 of 17 ,'. `, 'EMPLETON ELEMENTARY SCHOOL ©8$40 REM #6 CLASS RM Dashboard Hydraulics Pipe Information (Remote Area 6) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes To Elev2 Type in Friction Loss - ft Total Total ft psi/ft Frict(Pf) psi 56 22.00 11/z Sch 10 Len 2.0 C= 120 Pt 76) 10.052 1.6820 T Ftg 9.9 - Pe 0.866 76 24.00 RN2 2.3 Total 11.9 0.00024 pf 0.003 55 22.00 3"Sch 10 2.3 Len 12.0 C= 120 Pt 56) 10.920 3.2600 0 Ftg 0.0 Pe 0.000 56 22.00 CM2 4.5 Total 12.0 0.00003 Pf 0.000 Total Pressure at Node 55) 10.921 psi 85 24.00 11/2"Sch 10 Len 2.0 C= 120 Pt 65) 10.892 1.6820 T Ftg 9.9 - Pe -0.866 65 22.00 RN2 2.4 Total 11.9 0.00025 Pf 0.003 75 24.00 11/2 Sch 10 Len 70.0 C= 120 Pt 85) 10.029 1.6820 4E Ftg 19.8 Pe 0.000 85 24.00 BL2 2.4 Total 89.8 0.00025 Pf 0.022 55 22.00 11/2n Sch 10 Len 2.0 C= 120 Pt 75) 10.052 1.6820 T Ftg 9.9 Pe 0.866 75 24.00 RN2 2.4 Total 11.9 0.00025 Pf 0.003 54 22.00 3"Sch 10 4.5 Len 10.5 C= 120 Pt 55) 10.921 3.2600 0 Ftg 0.0 - Pe 0.000 55 22.00 CM2 6.9 Total 10.5 0.00007 Pf 0.001 Total Pressure at Node 54) 10.921 psi 84 24.00 1% Sch 10 Len 2.0 C= 120 Pt 64) 10.890 1.6820 T Ftg 9.9 - Pe -0.866 64 22.00 RN2 2.5 Total 11.9 0.00027 Pf 0.003 74 24.00 11/2Sch 10 Len 70.0 C= 120 Pt 84) 10.028 1.6820 4E Ftg 19.8 Pe 0.000 84 24.00 BL2 2.5 Total 89.8 0.00027 pf 0.025 54 22.00 172"Sch 10 Len 2.0 C= 120 Pt 74) 10.052 1.6820 T Ftg 9.9 Pe 0.866 74 24.00 RN2 2.5 Total 11.9 0.00027 Pf 0.003 53 22.00 3"Sch 10 6.9 Len 42.0 C= 120 Pt 54) 10.921 3.2600 2E Ftg 18.8 Pe 0.000 54 22.00 CM2 9.4 Total 60.8 0.00013 pf 0.008 Total Pressure at Node 53) 10.929 psi 83 24.00 1Yz"Schlo Len 2.0 C= 120 Pt 63) 10.887 1.6820 T Ftg 9.9 Pe -0.866 63 22.00 RN2 2.7 Total 11.9 0.00032 Pt 0.004 © Copyright 2010 Sigma Development Group, Inc. Page 13 of 17 'EMPLETON ELEMENTARY SCHOOL , Q8$QQ Pipe Information REM#6 CLASS RM Dashboard Hydraulics (Remote Area 6) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 73 24.00 11/z"Sch 10 Len 90.0 C= 120 Pt 83) 10.025 1.6820 4E Ftg 19.8 Pe 0.000 83 24.00 BL2 2.7Total 109.8 0.00032 Pf 0.035 53 22.00 11/2 Sch lo Len 2.0 C= 120 Pt 73) 10.060 1.6820 T Ftg 9.9 Pe 0.866 73 24.00 RN2 2.7Total 11.9 0.00032 pf 0.004 52 22.00 3"Sch 10 9.4 Len 12.0 C= 120 Pt 53) 10.929 3.2600 0 Ftg 0.0 - Pe 0.000 53 22.00 CM2 12.1Total 12.0 0.00020 Pf 0.002 Total Pressure at Node 52) 10.932 psi 82 24.00 11/2 Sch 10 Len 2.0 C= 120 Pt 62) 10.882 1.6820 T Ftg 9.9 Pe -0.866 62 22.00 RN2 2.9Total 11.9 0.00037 Pf 0.004 72 24.00 1W'Sch 10 Len 90.0 C= 120 Pt 82) 10.021 1.6820 4E Ftg 19.8 Pe 0.000 82 24.00 BL2 2.9Total 109.8 0.00037 Pf 0.040 52 22.00 11/2'Sch 10 Len 2.0 C= 120 Pt 72) 10.061 1.6820 T Ftg 9.9 Pe 0.866 72 24.00 RN2 2.9Total 11.9 0.00037 Pf 0.004 51 22.00 3"Sch 10 12.1 Len 8.0 C= 120 Pt 52) 10.932 3.2600 0 Ftg 0.0 Pe 0.000 52 22.00 CM2 15.0Total 8.0 0.00030 Pf 0.002 Total Pressure at Node 51) 10.934 psi 81 24.00 11/2 Sch 10 Len 2.0 C= 120 Pt 61) 10.876 1.6820 T Ftg 9.9 Pe -0.866 61 22.00 RN2 3.2Total 11.9 0.00044 Pf 0.005 71 24.00 11/:' Sch10 Len 90.0 C= 120 Pt 81) 10.015 1.6820 4E Ftg 19.8 Pe 0.000 81 24.00 BL2 3.2Total 109.8 0.00044 pf 0.048 51 22.00 11/4"Sch 10 Len 2.0 C= 120 Pt 71) 10.063 1.6820 T Ftg 9.9 Pe 0.866 71 24.00 RN2 3.2Total 11.9 0.00044 pf 0.005 50 22.00 3"Sch 10 15.0 Len 9.0 C= 120 Pt 51) 10.934 3.2600 0 Ftg 0.0 Pe 0.000 51 22.00 CM2 18.1Total 9.0 0.00043 pf 0.004 Total Pressure at Node 50) 10.938 psi © Copyright 2010 Sigma Development Group, Inc. Page 14 of 17 „A 'EMPLETON ELEMENTARY SCHOOL 11$8b0 REM#6 CLASS RM Dashboard Hydraulics Pipe Information (Remote Area 6) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2in - Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 1 80 24.00 11/2'Sch 10 Len 2.0 C= 120 Pt 60) 10.866 1.6820 T Ftg 9.9 Pe -0.866 60 22.00 RN2 3.6 Total 11.9 0.00054 Pf 0.006 70 24.00 11/2'Sch 10 Len 90.0 C= 120 Pt 80) 10.006 1.6820 4E Ftg 19.8 Pe 0.000 80 24.00 BL2 3.6 Total 109.8 0.00054 Pf 0.059 50 22.00 11/2"Sch 10 Len 2.0 C= 120 Pt 70) 10.066 1.6820 T Ftg 9.9 Pe 0.866 70 24.00 RN2 3.6 Total 11.9 0.00054 pf 0.006 34 22.00 3"Sch 10 18.1 Len 26.0 C= 120 Pt 50) 10.938 3.2600 T Ftg 20.2 Pe 0.000 50 22.00 CM 21.7 Total 46.2 0.00061 pf 0.028 Total Pressure at Node 34) 10.966 psi 30 23.00 4"Sch 10 Len 1.0 C= 120 Pt 31) 11.144 4.2600 E Ftg 13.2 Pe -0.433 31 22.00 FM 120.5 Total 14.2 0.00392 Pf 0.056 28 23.00 4"Sch 10 Len 17.0 C= 120 Pt 30) 10.766 4.2600 E Ftg 13.2 Pe 0.000 30 23.00 FM 120.5 Total 30.2 0.00392 Pf 0.118 27 13.00 4"Sch 10 Len 10.0 C= 120 Pt 28) 10.885 4.2600 E Ftg 13.2 Pe 4.330 28 23.00 FM 120.5 Total 23.2 0.00392 Pf 0.091 26 13.00 4"Sch 10 Len 2.0 C= 120 Pt 27) 15.306 4.2600 T Ftg 26.3 - Pe 0.000 27 13.00 FM 120.5 Total 28.3 0.00392 pf 0.111 25 13.00 4"Sch 10 Len 17.0 C= 120 Pt 26) 15.417 4.2600 T Ftg 26.3 Pe 0.000 26 13.00 FM 120.5 Total 43.3 0.00392 Pf 0.170 24 13.00 4"Sch 10 Len 42.0 C= 120 Pt 25) 15.587 4.2600 0 Ftg 0.0 Pe 0.000 25 13.00 FM 120.5 Total 42.0 0.00392 pf 0.165 23 13.00 4"Sch 10 Len 1.0 Pt 24 15.751 4"METRA-FLEX 4" C= 120 ) METRA-FLEX:Loss=0.02 PSI 4.2600 4MFLEX Ftg 0.0 Pe 0.000 LOSS METRA-FLEX SEISMIC 24 13.00 FM 120.5 Total 1.0 0.00392 Pf 0.004 © Copyright 2010 Sigma Development Group, Inc. Page 15 of 17 .±,,C.'"?,‘ 'EMPLETON ELEMENTARY SCHOOL ' 08840 REM #6 CLASS RM Dashboard Hydraulics Pipe Information (Remote Area 6) From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside - GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 22 13.00 4"Sch 10 Len 4.0 C= 120 Pt 23) 15.774 4.2600 E Ftg 13.2 Pe 0.000 23 13.00 FM 120.5 Total 17.2 0.00392 Pf 0.067 21 24.00 a"Sch 10 Len -11.0 C= 120 Pt 22) 15.841 4.2600 E Ftg 13.2 Pe -4.763 22 13.00 FM 120.5 Total 2.2 0.00392 pf 0.009 20 24.00 a"Sch 10 Len 67.0 C= 120 Pt 21) 11.086 4.2600 E Ftg 13.2 - Pe 0.000 21 24.00 FM 120.5 Total 80.2 0.00392 pf 0.314 10 13.50 a"Sch 10 Len 47.5 C= 120 Pt 20) 11.401 4.2600 3E Ftg 39.5 Pe 4.547 20 24.00 FM 120.5 Total 87.0 0.00392 Pf 0.341 9 5.00 a"Sch 10 Len 14.5 C= 120 Pt 10) 16.289 PSI LOSS BFV 8-0 4.2600 0 Ftg 0.0 Pe 3.681 10 13.50 FR 120.5 Total 14.5 0.00392 Pf 0.057 8 4.00 6"Sch 10 Len 1.0 C= 120 Pt 9) 20.026 (8)WET#1 START(269.5)ELV 6.3570 T Ftg 37.7 Pe 0.433 9 5.00 FR 120.5 Total 38.7 0.00056 pf 0.022 7 1.00 6"Sch 10 Len 3.0 C= 120 Pt 8) 20.481 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 120.5 Total 20.6 0.00056 Pf 0.012 6 0.00 6"Sch 40 Len 1.0 C= 120 Pt 7) 21.791 6.0650 CV Ftg 32.0 Pe 0.433 7 coo FR 120.5 Total 33.0 0.00070 Pf 0.023 5 -4.00 s"DI Len 14.0 C= 140 Pt 6) 22.247 (6)BOR(0-0 ELV @ 266-0) 5.8903 T,E Ftg 50.8 Pe 1.732 6 0.00 UN 120.5 Total 64.8 0.00061 Pf 0.039 4 1.00 8"Dl Len 75.0 C= 140 Pt 5) 24.019 8.4500 T Ftg 61.5 Pe -2.165 5 -4.00 UN 120.5 Total 136.5 0.00010 Pf 0.014 3 1.00 8"DI Len 16.0 C= 140 Pt 4) 21.868 8.4500 E Ftg 31.6 Pe 0.000 4 1.00 UN 120.5 Total 47.6 0.00010 Pf 0.005 2 1.00 8"DI Len 1.0 Pt 3) 21.873 Febco 8"Detector Check Valve C= 140 Model 800:Loss=1.88 (E)8" 8.4500 DCA Ftg 0.0 Pe 0.000 BACKFLOW(267-0)ELV 3 too UN 120.5 Total 1.0 0.00010 Pf 0.000 © Copyright 2010 Sigma Development Group, Inc. Page 16 of 17 . Alk 'EMPLETON ELEMENTARY SCHOOL 138800 REM#6 CLASS RM -' Pipe Information (Remote Area 6) DashboaMNydrau/ics From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 0 4.00 8"DI Len 30.0 C= 140 Pt 2) 23.749 FLOW TEST(270-0)ELV 8.4500 T,GV,2E Ftg 131.7 Pe -1.299 2 1.00 UN 120.5 Total 161.7 0.00010 Pf 0.017 Total Pressure at Node 0) 22.467 psi © Copyright 2010 Sigma Development Group, Inc. Page 17 of 17 • El 8800 paste\sofd,du„ Hydraulics Summary Sheet Project Information Calculation Date: 11/28/2018 10:17:47 AM TEMPLETON ELEMENTARY SCHOOL[ system ID SYS#1 drawing ref FP-6.20 REM#7 LIBRARY building #1 9500 SW ST. construction V-B TIGARD,OR occupancy GROUP E contractract## 3024-18 authority CITY OF TIGARD Contractor Information ,- Hydraulics Criteria , Sound Fire Protection density .10 GPM/ft2 system type WET design std NFPA 13 2013 10772 SE HWY 212 remote area 1510 ft2 hazard LIGHT HAZARD CLACKAMAS,OR 97015 spr coverage 130 ft2 sprs flowing 16 figure calculated by M.McNEIL calc'd volume 1,117.2 gal curve telephone 503-655-3775 fax 503-655-2990Flow Test email MCNEIL@SOUNDFIREPRO.COM static pressure 48.00 psi Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 16 TYCO TYFRB TY323 1/2 5.6 elevation from ff 4.00 ft date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH i 80 Supply / Demand Graph 47.72 psi available at Sprinkler Demand of 37.18 psi with 70 Total System Flow of 362.7 GPM Margin: +22.1% 60 50 fA CL 4) 3 40 U) N d A.- 30 20 10 0 N1.85 362.7 GPM 0 75 150 225 300 375 450 Water Flow (GPM) • Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 13 ©8800- TEMPLETON ELEMENTARY SCHOOL Dashes frau/ics Supply Analysis REM#7 LIBRARY Source Static Residual Quantity Pressure/ Total Total / Node Pressure /Pressure Flowing Available System Requirede / Flow Pres Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.72 psi 362.7 GPM 37.18 psi Sprinkler Flow: 262.7 GPM Additional Flows: None Hose Flow at Zero: 100.0 GPM Total System Flow: 362.7 GPM Maximum velocity in pipe 700-708 is 13.1 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 735 25.5 Sprinkler 5.60 15.00 7.17 15.00 734 25.5 Sprinkler 5.60 15.00 7.20 15.03 733 25.5 Sprinkler 5.60 15.00 7.29 15.12 732 25.5 Sprinkler 5.60 15.00 7.47 15.31 731 25.5 Sprinkler 5.60 15.00 7.67 15.51 730 25.5 Sprinkler 5.60 15.00 7.70 15.54 729 25.5 Sprinkler 5.60 15.00 7.79 15.63 728 25.5 Sprinkler 5.60 15.00 7.99 15.83 727 25.5 Sprinkler 5.60 15.00 9.18 16.97 726 25.5 Sprinkler 5.60 15.00 9.22 17.00 725 25.5 Sprinkler 5.60 15.00 9.33 17.11 724 25.5 Sprinkler 5.60 15.00 9.58 17.33 723 25.5 Sprinkler 5.60 15.00 10.00 17.71 722 25.5 Sprinkler 5.60 15.00 10.04 17.74 721 25.5 Sprinkler 5.60 15.00 10.16 17.85 720 25.5 Sprinkler 5.60 15.00 10.42 18.08 0 4.0 Hose@Zero 37.18 100.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 13 08800 'EMPLETON ELEMENTARY SCHOOL :'' Pipe Information REM#7 LIBRARY Dashboard Hydraulics From Elev1 pi a ID Flows Length ft Total(Pt) psi ft P Added Inside C Value GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 T e in Friction Loss ft yp Total Total ft psi/ft Frict(Pf) psi 731 25.50 1"Sch 40 Len 6.5 C= 120 Pt 735) 7.175 1.0490 0 Ftg 0.0 Pe 0.000 735 25.50 BN72 15.0 Total 6.5 0.07643 Pf 0.497 715 25.50 1"Sch 40 15.5 Len 3.0 C= 120 Pt 731) 7.672 1.0490 T Ftg 5.0 Pe 0.000 731 25.50 BN72 30.5 Total 8.0 0.28426 Pf 2.274 707 24.00 1"Sch 40 Len 1.5 C= 120 Pt 715) 9.946 1.0490 T Ftg 5.0 - Pe 0.650 715 25.50 NR7 30.5 Total 6.5 0.28426 Pf 1.848 706 24.00 2%z"Sch 10 Len 12.0 C= 120 Pt 707) 12.443 2.6350 0 Ftg 0.0 Pe 0.000 707 24.00 BN2 30.5 Total 12.0 0.00320 Pf 0.038 Total Pressure at Node 706) 12.481 psi 730 25.50 1"Sch 40 Len 6.5 C= 120 Pt 734) 7.199 1.0490 0 Ftg 0.0 - Pe 0.000 734 25.50 BN72 15.0 Total 6.5 0.07666 Pf 0.498 714 25.50 1"Sch 40 15.5 Len 3.0 C= 120 Pt 730) 7.697 1.0490 T Ftg 5.0 - Pe 0.000 730 25.50 BN72 30.6 Total 8.0 0.28514 Pf 2.281 706 24.00 1"Sch 40 Len 1.5 C= 120 Pt 714) 9.978 1.0490 T Ftg 5.0 Pe 0.650 714 25.50 NR7 30.6 Total 6.5 0.28514 pf 1.853 705 24.00 21/2"Sch 10 30.5 Len 12.0 C= 120 Pt 706) 12.481 2.6350 0 Ftg 0.0 - Pe 0.000 706 24.00 BN2 61.1 Total 12.0 0.01157 Pf 0.139 Total Pressure at Node 705) 12.620 psi 729 25.50 1"Sch 40 Len 6.5 C= 120 Pt 733) 7.286 1.0490 0 Ftg 0.0 Pe 0.000 733 25.50 BN72 15.1 Total 6.5 0.07753 Pf 0.504 713 25.50 1"Sch 40 15.6 Len 3.0 C= 120 Pt 729) 7.790 1.0490 T Ftg 5.0 Pe 0.000 729 25.50 BN72 30.7 Total 8.0 0.28832 Pf 2.307 705 24.00 1"Sch 40 Len 1.5 C= 120 Pt 713) 10.096 1.0490 T Ftg 5.0 Pe 0.650 713 25.50 NR7 30.7 Total 6.5 0.28832 Pf 1.874 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 13 138890- Pipe Information 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics REM#7 LIBRARY From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 704 24.00 21/2"Sch 10 61.1 Len 12.0 C= 120 Pt 705) 12.620 2.6350 0 Ftg 0.0 Pe 0.000 705 24.00 BN2 91.8Total 12.0 0.02460 pf 0.295 Total Pressure at Node 704) 12.915 psi 728 25.50 1"Sch 4o Len 6.5 C= 120 Pt 732) 7.471 1.0490 0 Ftg 0.0 Pe 0.000 732 25.50 BN72 15.3Total 6.5 0.07935 pf 0.516 712 25.50 1"Sch ao 15.8 Len 3.0 C= 120 Pt 728) 7.987 1.0490 T Ftg 5.0 - Pe 0.000 728 25.50 BN72 31.1Total 8.0 0.29508 pf 2.361 704 24.00 1"Sch 40 Len 1.5 C= 120 Pt 712) 10.348 1.0490 T Ftg 5.0 - Pe 0.650 712 25.50 NR7 31.1 Total 6.5 0.29508 Pf 1.918 500 22.00 21/2"Sch 10 91.8 Len 20.0 C= 120 Pt 704) 12.915 2.6350 T,4E Ftg 49.4 Pe 0.866 704 24.00 BN72 123.0Total 69.4 0.04221 pf 2.931 Total Pressure at Node 500) 16.712 psi 723 25.50 1"Sch 40 Len 8.5 C= 120 Pt 727) 9.185 1.0490 0 Ftg 0.0 Pe 0.000 727 25.50 BN71 17.0Total 8.5 0.09605 pf 0.816 711 25.50 1"Sch 40 17.7 Len 4.0 C= 120 Pt 723) 10.001 1.0490 E Ftg 2.0 Pe 0.000 723 25.50 BN71 34.7Total 6.0 0.36029 Pf 2.162 703 24.00 1"Sch 40 Len 1.5 C= 120 Pt 711) 12.163 1.0490 T Ftg 5.0 Pe 0.650 711 25.50 NR7 34.7Total 6.5 0.36029 Pf 2.342 702 24.00 z/'Sch 10 Len 12.0 C= 120 Pt 703) 15.154 2.6350 0 Ftg 0.0 Pe 0.000 703 24.00 BN71 34.7Total 12.0 0.00406 pf 0.049 Total Pressure at Node 702) 15.203 psi 722 25.50 1"Sch 40 Len 8'5 C= 120 Pt 726) 9.216 1.0490 0 Ftg 0.0 Pe 0.000 726 25.50 BN71 17.0Total 8.5 0.09636 Pf 0.819 710 25.50 1"Sch 40 17.7 Len 4.0 C= 120 Pt 722) 10.035 1.0490 E Ftg 2.0 Pe 0.000 722 25.50 BN71 34.7 Total 6.0 0.36144 Pf 2.169 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 13 08800" 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Pipe Information REM#7 LIBRARY From Elev1 pi a ID Flows Length ft Total(Pt) psi ft p Added Inside C Value Elev2 GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes in -Friction Loss - To ft Type Total Total ft psi/ft Frict(Pf) psi 702 24.00 1"Sch 40 Len 1.5 C= 120 Pt 710) 12.204 1.0490 T Ftg 5.0 - Pe 0.650 710 25.50 NR7 34.7 Total 6.5 0.36144 Pf 2.349 Total Pressure at Node 702) 15.203 psi 35 22.00 3"Sch 10 Len 17.0 C= 120 Pt 36) 18.811 3.2600 0 Ftg 0.0 - Pe 0.000 36 22.00 NC 139.8 Total 17.0 0.01898 Pf 0.323 Total Pressure at Node 35) 19.134 psi 701 24.00 2V Sch 10 Len 12.0 C= 120 Pt 702) 15.203 2.6350 0 Ftg 0.0 - Pe 0.000 702 24.00 BN71 69.4 Total 12.0 0.01466 Pf 0.176 Total Pressure at Node 701) 15.379 psi 721 25.50 1"Sch 40 Len 8.5 C= 120 Pt 725) 9.331 1.0490 0 Ftg 0.0 Pe 0.000 725 25.50 BN71 17.1 Total 8.5 0.09747 Pf 0.828 oy 709 25.50 1"Sch 40 17.8 Len 4.0 C= 120 Pt 721) 10.160 1.0490 E Ftg 2.0 Pe 0.000 721 25.50 BN71 35.0 Total 6.0 0.36558 Pf 2.194 701 24.00 1"Sch 40 Len 1.5 C= 120 Pt 709) 12.353 1.0490 T Ftg 5.0 - Pe 0.650 709 25.50 NR7 35.0 Total 6.5 0.36558 Pf 2.376 700 24.00 2V Sch 10 69.4 Len 12.0 C= 120 Pt 701) 15.379 2.6350 0 Ftg 0.0 Pe 0.000 701 24.00 BN71 104.4 Total 12.0 0.03118 Pf 0.374 Total Pressure at Node 700) 15.753 psi 720 25.50 1"Sch 40 Len 8.5 C= 120 Pt 724) 9.575 1.0490 0 Ftg 0.0 Pe 0.000 724 25.50 BN71 17.3 Total 8.5 0.09982 Pf 0.848 708 25.50 1"Sch 40 18.1 Len 4.0 C= 120 Pt 720) 10.424 y 1.0490 E Ftg 2.0 - Pe 0.000 720 25.50 BN71 35.4 Total 6.0 0.37439 Pf 2.246 700 24.00 1"Sch 40 Len 1.5 C= 120 Pt 708) 12.670 1.0490 T Ftg 5.0 - Pe 0.650 708 25.50 NR7 35.4 Total 6.5 0.37439 Pf 2.434 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 13 ®o8(}0- 'EMPLETON ELEMENTARY SCHOOL `ua,,,, Pipe Information REM#7 LIBRARY Das hboardHydraulles From Elft 1 Pipe ID Flows Inside Length ft Total(Pt) psi Added C Value GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 36 22.00 2'/�"Sch 10 104.4 Len 8.0 C= 120 Pt 700) 15.753 2.6350 T,2E Ftg 32.9 Pe 0.866 700 24.00 BN71 139.8 Total 40.9 0.05353 pf 2.192 Total Pressure at Node 36) 18.811 psi 501 18.00 2%"Sch 10 Len 20.0 C= 120 Pt 500) 16.712 2.6350 0 Ftg 0.0 Pe 1.732 500 22.00 CM5 53.3 Total 20.0 0.00900 Pf 0.180 502 18.00 2%"Sch 10 -9.6 Len 50.0 C= 120 Pt 501) 18.624 2.6350 E Ftg 8.2 Pe 0.000 501 1s.00 CM5 43.8Total 58.2 0.00624 pf 0.364 503 18.00 21/2"Sch 10 9.6 Len 10.0 C= 120 Pt 502) 18.988 2.6350 0 Ftg0.0 Pe0.000 502 18.00 CM5 53.3 Total 10.0 0.00900 Pf 0.090 504 18.00 VA"Sch 10 -18.0 Len10.0 C= 120 Pt 503) 19.078 2.6350 0 Ftg0.0 Pe0.000 503 18.00 CM5 35.3 Total 10.0 0.00419 Pf 0.042 505 18.00 21/2"Sch 10 -17.7 Len 10.0 C= 120 Pt 504) 19.120 2.6350 0 Ftg 0.0 Pe0.000 504 18.00 CM5 17.6 Total 10.0 0.00116 Pf 0.012 525 20.00 11/2'Sch 10 Len 2.0 C= 120 Pt 505) 19.131 1.6820 T Ftg 9.9 Pe -0.866 505 18.00 RN5 17.6 Total 11.9 0.01030 Pf 0.123 625 20.00 1%Sch 10 Len 105.0 C= 120 Pt 525) 18.388 1.6820 4E Ftg 19.8 - Pe 0.000 525 20.00 BL56 17.6Total 124.8 0.01030 Pf 1.286 605 17.00 1'/z'Sch 10 Len 3.0 C= 120 Pt 625) 19.674 1.6820 T Ftg 9.9 Pe 1.299 625 20.00 RN6 17.6Total 12.9 0.01030 Pf 0.133 Total Pressure at Node 605) 21.106 psi 524 20.00 1'/2'Sch 10 Len 2.0 C= 120 Pt 504) 19.120 1.6820 T Ftg 9.9 - Pe -0.866 504 18.00 RN5 17.7 Total 11.9 0.01041 Pf 0.124 624 moo 1%"sch 10 Len 105.0 C= 120 Pt 524) 18.377 1.6820 4E Ftg 19.8 Pe 0.000 524 20.00 BL56 17.7Total 124.8 0.01041 pf 1.299 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 13 E3 i3800- Pipe Information 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics REM#7 LIBRARY From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside Elev2 GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes in Friction Loss Toft Type Total Total ft psi/ft Frict(Pt) psi 604 17.00 11/2"Sch 10 Len 3.0 C= 120 Pt 624) 19.677 1.6820 T Ftg 9.9 - Pe 1.299 624 moo RN6 17.7 Total 12.9 0.01041 pf 0.134 Total Pressure at Node 604) 21.110 psi 523 20.00 VA"Sch 10 Len 2.0 C= 120 Pt 503) 19.078 1.6820 T Ftg 9.9 - Pe -0.866 503 18.00 RN5 18.0 Total 11.9 0.01079 Pf 0.128 623 20.00 1v:,Sch 10 Len 105.0 C= 120 Pt 523) 18.340 -4 1.6820 4E Ftg 19.8 - Pe 0.000 523 20.00 BL56 18.0 Total 124.8 0.01079 Pf 1.347 603 17.00 11/2°Sch 10 Len 3.0 C= 120 Pt 623) 19.687 1.6820 T Ftg 9.9 - Pe 1.299 623 20.00 RN6 18.0 Total 12.9 0.01079 Pf 0.139 Total Pressure at Node 603) 21.125 psi 521 20.00 11/2"Sch 10 Len 2.0 C= 120 Pt 501) 18.624 1.6820 T Ftg 9.9 - Pe -0.866 501 18.00 RN5 9.6 Total 11.9 0.00335 Pf 0.040 522 20.00 11/2 Sch 10 Len 70.0 C= 120 Pt 521) 17.798 1.6820 3E Ftg 14.8 - Pe 0.000 521 20.00 BL56 9.6 Total 84.8 0.00335 Pf 0.284 502 18.00 11/2"Sch 10 Len 2.0 C z 120 Pt 522) 18.082 1.6820 T Ftg 9.9 - Pe 0.866 522 20.00 RN5 9.6 Total 11.9 0.00335 pf 0.040 Total Pressure at Node 502) 18.988 psi 604 17.00 3"Sch 10 Len 10.0 C= 120 Pt 605) 21.106 3.2600 0 Ftg 0.0 Pe 0.000 605 17.00 CM6 17.6 Total 10.0 0.00041 pf 0.004 603 17.00 3"Sch 10 17.7 Len 10.0 C= 120 Pt 604) 21.110 3.2600 0 Ftg 0.0 - Pe 0.000 604 17.00 CM6 35.3 Total 10.0 0.00149 pf 0.015 38 17.00 3"Sch 10 18.0 Len 8.0 C= 120 Pt 603) 21.125 3.2600 2E Ftg 18.8 Pe 0.000 603 17.00 CM6 53.3 Total 26.8 0.00319 Pf 0.086 44 19.00 4"Sch 10 Len 1.0 C= 120 Pt 38) 21.210 4.2600 T Ftg 26.3 Pe -0.866 38 17.00 CM 53.3 Total 27.3 0.00087 Pf 0.024 © Copyright 2010 Sigma Development Group, Inc. Page 7 of 13 \ 'EMPLETON ELEMENTARY SCHOOL B8800 Dashboard Hydraulics Pipe Information REM#7 LIBRARY From Elev1 Pipe ID Flows Inside Length ft C Value Total(Pt) psi ftAdded GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 35 22.00 4"Sch 10 Len 48.0 C= 120 Pt 44) 20.368 4.2600 T Ftg 26.3 Pe -1.299 44 19.00 CM 53.3Total 74.3 0.00087 Pf 0.065 Total Pressure at Node 35) 19.134 psi 60 22.00 21/2'Sch 10 Len 58.0 C= 120 Pt 500) 16.712 2.6350 T,2E Ftg 32.9 Pe 0.000 500 22.00 CM2 69.6Total 90.9 0.01474 pf 1.340 61 22.00 21/2"Sch 10 -10.1 Len 8.0 C= 120 Pt 60) 18.052 2.6350 0 Ftg 0.0 Pe 0.000 60 22.00 CM2 59.5Total 8.0 0.01102 pf 0.088 62 22.00 21/2'Sch 10 -9.4 Len 8.0 C= 120 Pt 61) 18.140 2.6350 0 Ftg 0.0 - Pe 0.000 61 22.00 CM2 50.1Total 8.0 0.00801 Pf 0.064 63 22.00 2'/2'Sch 10 -8.9 Len 8.0 C= 120 Pt 62) 18.205 2.6350 0 Ftg 0.0 - Pe 0.000 62 22.00 CM2 41.2Total 8.0 0.00558 Pf 0.045 64 22.00 VA"Sch 10 -8.4 Len 9.0 C= 120 Pt 63) 18.249 2.6350 0 Ftg 0.0 - Pe 0.000 63 22.00 CM2 32.8Total 9,0 0.00365 pf 0.033 65 22.00 2'/z'Sch 10 -8.4 Len 10.5 C= 120 Pt 64) 18.282 2.6350 0 Ftg 0.0 - Pe 0.000 64 22.00 CM2 24.3Total 10.5 0.00211 Pf 0.022 66 22.00 21/2'Sch 10 -8.2 Len 12.0 C= 120 Pt 65) 18.304 2.6350 0 Ftg 0.0 Pe 0.000 65 22.00 CM2 16.1Total 12.0 0.00098 pf 0.012 67 22.00 21/2'Sch 10 -8.1 Len 12.0 C= 120 Pt 66) 18.316 2.6350 0 Ftg 0.0 Pe 0.000 66 22.00 CM2 8.0Total 12.0 0.00027 Pf 0.003 87 24.00 11/4'Sch 10 Len 2.0 C= 120 Pt 67) 18.319 1.4420 T Ftg 7.4 Pe -0.866 67 22.00 RN2 8.0Total 9.4 0.00512 Pf 0.048 77 D 11/4'Sch 10 Len 70.0 C=120 Pt 87) 17.502 1.4420 4E Ftg 14.9 Pe 0.000 87 24.00 BL2 8.0Total 84.9 0.00512 Pf 0.434 © Copyright 2010 Sigma Development Group, Inc. Page 8 of 13 v r 4,4514 E18800" Pipe Information 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics REM#7 LIBRARY From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside Elev2 GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes in -Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 57 22.00 11/:.Sch 10 Len 2.0 C= 120 Pt 77) 17.936 1.4420 T Ftg 7.4 - Pe 0.866 77 24.00 RN2 8.0 Total 9.4 0.00512 Pf 0.048 56 22.00 3"Sch 10 Len 12.0 C= 120 Pt 57) 18.850 3.2600 0 Ftg 0.0 Pe 0.000 57 22.00 CM2 8.0 Total 12.0 0.00010 Pf 0.001 Total Pressure at Node 56) 18.851 psi 86 24.00 11/4'Sch 10 Len 2.0 C= 120 Pt 66) 18.316 1.4420 T Ftg 7.4 Pe -0.866 66 22.00 RN2 8.1 Total 9.4 0.00516 Pf 0.049 76 24.00 11/4"Sch 10 Len 70.0 C= 120 Pt 86) 17.499 1.4420 4E Ftg 14.9 Pe 0.000 86 24.00 BL2 8.1 0.00516 Pf 0.438 Total 84.9 56 22.00 1v:'Sch 10 Len 2.0 C= 120 Pt 76) 17.936 1.4420 T Ftg 7.4 - Pe 0.866 76 24.00 RN2 8.1 0.00516 pf 0.049 Total 9.4 55 22.00 3"Sch 10 8.0 Len 12.0 C= 120 Pt 56) 18.851 3.2600 0 Ftg 0.0 - Pe 0.000 56 22.00 CM2 16.1 0.00035 pf 0.004 Total 12.0 Total Pressure at Node 55) 18.855 psi 85 24.00 11/4'Sch 10 Len 2.0 C= 120 Pt 65) 18.304 1.4420 T Ftg 7.4 Pe -0.866 65 22.00 RN2 8.2 0.00531 pf 0.050 Total 9.4 75 24.00 1v."Sch 10 Len 70.0 C= 120 Pt 85) 17.488 1.4420 4E Ftg 14.9 - Pe 0.000 85 24.00 BL2 8.2 0.00531 pf 0.451 Total 84.9 55 22.00 11/4"Sch 10 Len 2.0 C= 120 Pt 75) 17.939 1.4420 T Ftg 7.4 Pe 0.866 75 24.00 RN2 8.2 0.00531 pf 0.050 Total 9.4 54 22.00 3"Sch 10 16.1 Len 10.5 C= 120 Pt 55) 18.855 3.2600 0 Ftg 0.0 Pe 0.000 55 22.00 CM2 24.3 0.00075 pf 0.008 Total 10.5 Total Pressure at Node 54) 18.863 psi 84 24.00 11/4"Sch 10 Len 2.0 C= 120 Pt 64) 18.282 1.4420 T Ftg 7.4 - Pe -0.866 64 22.00 RN2 8.4 0.00560 Pf 0.053 Total 9.4 © Copyright 2010 Sigma Development Group, Inc. Page 9 of 13 ,, n 08 00 'EMPLETON ELEMENTARY SCHOOL ��' Pipe Information REM#7 LIBRARY Dashboard Hydraulics From Elev1 Pipe ID Flows Inside Length ft C Value Total(Pt) psi ft Added GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 74 24.00 1Y:'Sch 10 Len 70.0 C= 120 Pt 84) 17.469 1.4420 4E Ftg 14.9 Pe 0.000 84 24.00 BL2 8.4Total 84.9 0.00560 Pf 0.475 54 22.00 11/4 Sch 10 Len 2.0 C= 120 Pt 74) 17.944 1.4420 T Ftg 7.4 - Pe 0.866 74 24.00 RN2 8.4Total 9.4 0.00560 Pf 0.053 53 22.00 3"Sch 10 24.3 Len 42.0 C= 120 Pt 54) 18.863 3.2600 2E Ftg 18.8 - Pe 0.000 54 22.00 CM2 32.8Total 60.8 0.00130 pf 0.079 Total Pressure at Node 53) 18.942 psi 83 24.00 1V Sch 10 Len 2.0 C= 120 Pt 63) 18.249 1.4420 T Ftg 7.4 - Pe -0.866 63 22.00 RN2 8.4Total 9.4 0.00560 Pf 0.053 73 24.00 11/4 Sch 10 Len 90.0 C= 120 Pt 83) 17.436 1.4420 4E Ftg 14.9 Pe 0.000 83 24.00 BL2 8.4Total 104.9 0.00560 pf 0.587 53 22.00 11/4P Sch 10 Len 2.0 C= 120 Pt 73) 18.023 1.4420 T Ftg 7.4 Pe 0.866 73 24.00 RN2 8.4Total 9.4 0.00560 Pf 0.053 52 22.00 3"Sch 10 32.8 Len 12.0 C= 120 Pt 53) 18.942 3.2600 0 Ftg 0.0 - Pe 0.000 53 22.00 CM2 41.2Total 12.0 0.00198 Pf 0.024 Total Pressure at Node 52) 18.966 psi 82 24.00 11/4P Sch 10 Len 2.0 C= 120 Pt 62) 18.205 1.4420 T Ftg 7.4 Pe -0.866 62 22.00 RN2 8.9Total 9,4 0.00615 Pf 0.058 72 24.00 11/4 Sch 10 Len 90.0 C= 120 Pt 82) 17.397 1.4420 4E Ftg 14.9 Pe 0.000 82 24.00 BL2 8.9Total 104.9 0.00615 Pf 0.645 52 22.00 11/4'Sch 10 Len 2.0 C= 120 Pt 72) 18.042 1.4420 T Ftg 7.4 Pe 0.866 72 24.00 RN2 8.9Total 9.4 0.00615 Pf 0.058 51 22.00 3"Sch 10 41.2 Len 8.0 C= 120 Pt 52) 18.966 3.2600 0 Ftg 0.0 Pe 0.000 52 22.00 CM2 50.1Total 8.0 0.00284 Pf 0.023 Total Pressure at Node 51) 18.988 psi © Copyright 2010 Sigma Development Group, Inc. Page 10 of 13 ®VMOO Pipe Information 'EMPLETON ELEMENTARY SCHOOL Dashi°"Ydrau''a REM#7 LIBRARY From Elft 1 Pipe ID Added Inside Flows Length ft C Value Total(Pt) psi Elev2 GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes in -Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 81 24.00 11/4'Sch 10 Len 2.0 C= 120 Pt 61) 18.140 1.4420 T Ftg 7.4 Pe -0.866 61 22.00 RN2 9.4 Total 9.4 0.00685 pf 0.065 71 24.00 11/;'Sch 10 Len 90.0 C= 120 Pt 81) 17.339 1.4420 4E Ftg 14.9 Pe 0.000 81 24.00 BL2 9.4 Total 104.9 0.00685 pf 0.719 51 22.00 11/4'Sch 10 Len 2.0 C= 120 Pt 71) 18.058 1.4420 T Ftg 7.4 Pe 0.866 71 24.00 RN2 9.4 0.00685 pf 0.065 Total 9.4 50 22.00 3"Sch 10 50.1 Len 9.0 C= 120 Pt 51) 18.988 3.2600 0 Ftg 0.0 - Pe 0.000 51 22.00 CM2 59.5 Total 9.0 0.00391 pf 0.035 Total Pressure at Node 50) 19.024 psi 80 24.00 1%"Sch 10 Len 2.0 c= 120 Pt 60) 18.052 1.4420 T Ftg 7.4 - Pe -0.866 60 22.00 RN2 10.1 Total g.4 0.00785 pf 0.074 70 24.00 1v;'Sch 10 Len 90.0 C= 120 Pt 80) 17.260 1.4420 4E Ftg Total 14.9 Pe 0.000 80 24.00 BL2 10.1 Total 104.9 0.00785 pf 0.823 50 22.00 1'/'sch 10 Len 2.0 C= 120 Pt 70) 18.084 111...444444222000 .4420 4T Ftg 7.4 - Pe 0.866 9.4 7856780000: 0 2222242442.....0000000000 4.00 RN2 10.1 0.00785 pf 0.074 ~ 34 22.00 3"sch 10 59,5 Len 26.0 C= 120 Pt 50) 19.024 3.2600 T Ftg 20.2 - Pe 0.000 50 22.00 CM2 69.6 Total 46.2 0.00523 pf 0.241 Total Pressure at Node 34) 19.265 psi 34 22.00 4"Sch 10 Len 14.0 C= 120 Pt 35) 19.134 4.2600 0 Ftg 0.0 Pe 0.000 35 22.00 CM 193.1 0.00938 pf 0.131 Total 14.0 32 22.00 4"Sch 10 69.6 Len 2.0 C= 120 Pt 34) 19.265 4.2600 0 Ftg 0.0 - Pe 0.000 34 22.00 FM 262.7 Total 2:0 0.01658 pf 0.033 31 22.00 4"Sch 10 Len 17.0 C= 120 Pt 32) 19.298 4.2600 T Ftg 26.3 - Pe 0.000 32 22.00 FM 262.7 0.01658 Pf 0.718 Total 43.3 © Copyright 2010 Sigma Development Group, Inc. Page 11 of 13 1388OO 'EMPLETON ELEMENTARY SCHOOL Pipe Information REM#7 LIBRARY Dashboard Hydraulics From Elev1 Pipe ID Flows Inside Length ft C Value Total(Pt) psi ftAdded GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 30 23.00 4"Sch 10 Len 1.0 C= 120 Pt 31) 20.016 4.2600 E Ftg 13.2 - Pe -0.433 31 22.00 FM 262.7Total 14.2 0.01658 pf 0.235 28 23.00 4"Sch 10 Len 17.0 C= 120 Pt 30) 19.818 4.2600 E Ftg 13.2 Pe 0.000 30 23.00 FM 262.7Total 30.2 0.01658 pf 0.500 27 13.00 4"Sch 10 Len 10.0 C= 120 Pt 28) 20.318 4.2600 E Ftg 13.2 Pe 4.330 28 23.00 FM 262.7Total 23.2 0.01658 Pf 0.384 26 13.00 4"Sch 10 Len 2.0 C= 120 Pt 27) 25.033 4.2600 T Ftg 26.3 Pe 0.000 27 13.00 FM 262.7Total 28.3 0.01658 Pf 0.470 25 13.00 4"Sch 10 Len 17.0 C= 120 Pt 26) 25.502 4.2600 T Ftg 26.3 Pe 0.000 26 13.00 FM 262.7Total 43.3 0.01658 Pf 0.718 24 13.00 4"Sch 10 Len 42.0 C= 120 Pt 25) 26.221 4.2600 0 Ftg 0.0 Pe 0.000 25 13.00 FM 262.7Total 42.0 0.01658 Pf 0.696 Len 1.0 Pt 24) 26.917 4"METRA-FLEX 4" 23 13.00 4"Sch 10 C= 120 METRA FLEX:Loss=0.46 PSI 4.2600 4MFLEX Ftg 0.0 Pe 0.000 LOSS METRA-FLEX SEISMIC 24 13.00 FM 262.7Total 1.0 0.01658 pf 0.017 22 13.00 4"Sch 10 Len 4.0 C= 120 Pt 23) 27.391 4.2600 E Ftg 13.2 Pe 0.000 23 13.00 FM 262.7Total 17.2 0.01658 Pf 0.285 21 24.00 4"Sch 10 Len -11.0 C= 120 Pt 22) 27.676 4.2600 E Ftg 13.2 Pe -4.763 22 13.00 FM 262.7Total 2.2 0.01658 pf 0.036 20 24.00 4"Sch 10 Len 67.0 C= 120 Pt 21) 22.949 4.2600 E Ftg 13.2 - Pe 0.000 21 24.00 FM 262.7Total 80.2 0.01658 Pf 1.329 10 13.50 4"Sch 10 Len 47.5C= 120 Pt 20) 24.278 4.2600 3E Ftg 39.5 Pe 4.547 20 24.00 FM 262.7Total 87.0 0.01658 Pf 1.442 9 5.00 4"Sch 10 Len 14.5 C 120 Pt 10) 30.267 PSI LOSS BFV 8-0 = 4.2600 0 Ftg 0.0 Pe 3.681 10 13.50 FR 262.7Total 14.5 0.01658 Pf 0.240 © Copyright 2010 Sigma Development Group, Inc. Page 12 of 13 1388OO 'EMPLETON ELEMENTARY SCHOOL ,,,c,ci Pipe Information REM #7 LIBRARY Dashboard Hydraulics From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 8 4.00 6"Sch 10 Len 1.0 C= 120 Pt 9) 34.188 (8)WET#1 START(269.5)ELV 6.3570 T Ftg 37.7 Pe 0.433 9 5.0o FR 262.7 Total 38.7 0.00236 Pf 0.091 7 1.00 6"Sch 10 Len 3.0 C= 120 Pt 8) 34.712 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 262.7 Total 20.6 0.00236 Pf 0.049 6 0.00 6'Sch 40 Len 1.0 C= 120 Pt 7) 36.060 6.0650 CV Ftg 32.0 Pe 0.433 7 1.00 FR 262.7 Total 33.0 0.00297 Pf 0.098 5 -4.00 6"DI Len 14.0 C= 140 Pt 6) 36.591 (6)BOR(0-0 ELV @ 266-0) 5.8903 T,E Ftg 50.8 Pe 1.732 6 loci UN 262.7 Total 64.8 0.00257 Pf 0.167 4 1.00 s"DI Len 75.0 C= 140 Pt 5) 38.489 8.4500 T Ftg 61.5 Pe -2.165 5 -4.00 UN 262.7 Total 136.5 0.00044 Pf 0.061 3 1.00 8"DI Len 16.0 C= 140 Pt 4) 36.385 8.4500 E Ftg 31.6 Pe 0.000 4 1.00 UN 262.7 Total 47.6 0.00044 Pf 0.021 2 1.00 8"DI Len 1.0 3) 36.406 Febco 8"Detector Check Valve C= 140 Pt Model 800:Loss=2.00 (E)8" 8.4500 DCA Ftg 0.0 Pe 0.000 BACKFLOW(267-0)ELV 3 1.00 UN 262.7 Total 1.0 0.00044 Pf 0.000 0 4.00 8"DI Len 30.0 C= 140 Pt 2) 38.406 FLOW TEST(270-0)ELV 8.4500 T,GV,2E Ftg 131.7 Pe -1.299 2 1.00 UN 262.7 Total 161.7 0.00044 Pf 0.072 Total Pressure at Node 0) 37.179 psi © Copyright 2010 Sigma Development Group, Inc. Page 13 of 13 ©8800 `-, Hydraulics Summary Sheet Dashboard Hydraulics Project Information Calculation Date: 11/28/2018 10:18:12 AM TEMPLETON ELEMENTARY SCHOOL[ system ID SYS#1 drawing ref FP 6.11 REM#8 EXTENDED LEARNING building #1 9500 SW MURDOCKST. construction V-B TIGARD,OR occupancy GROUP E contract act## 3024-18 authority CITY OF TIGARD Contractor Information , Hydraulics Criteria — Sound Fire Protection density .10 GPM/ft' system type WET design std NFPA 13 2013 10772 SE HWY 212 remote area 924 ft2 hazard LIGHT HAZARD CLACKAMAS,OR 97015 spr coverage 18x18 ft2 sprs flowing 7 figure 11.2.3.2.3.1 calculated by M.McNEIL calc'd volume 863.2 gal curve telephone 503-655-3775 fax 503-655-2990 Flow Test N email MCNEIL@SOUNDFIREPRO.COM staticpressure 48.00 psi i Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 7 TYCO EC-8 TY4232 3/4 8.0 elevation from ff 4.00 ft date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH I 80 Supply / Demand Graph 47.76 psi available at ��, „,, Sprinkler Demand of 34.91 psi with 70 Total System Flow of 339.0 GPM ' Marvin: +26.9% so \AvV �� ,„, \\ ,;: 40 u) 'X\ d 30 �.. 20 -_-_& 10 N1.85 0 339.0 GPM 0 75 150 225 300 375 Water Flow(GPM) 0 Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 10 ©88,00 TEMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Supply Analysis REM#8 EXTENDED LEARNING / Source/ Static / Residual Quantity/ Pressure/ Total Total Node Pressure Pressure FlowingAvailable System Pressured Flow Required Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.76 psi 339.0 GPM 34.91 psi Sprinkler Flow: 239.0 GPM Additional Flows: None Hose Flow at Zero: 100.0 GPM Total System Flow: 339.0 GPM Maximum velocity in pipe 850-870 is 13.1 fUsec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 873 1.0 Sprinkler 11.20 33.00 8.68 33.00 NO FLEX-HARD PIPE 874 1.0 Sprinkler 11.20 33.00 8.72 33.08 NO FLEX-HARD PIPE 872 1.0 Sprinkler 11.20 33.00 8.74 33.11 NO FLEX-HARD PIPE 876 1.0 Sprinkler 11.20 33.00 9.60 34.70 NO FLEX-HARD PIPE 875 1.0 Sprinkler 11.20 33.00 9.63 34.75 NO FLEX-HARD PIPE 871 1.0 Sprinkler 11.20 33.00 9.82 35.10 NO FLEX-HARD PIPE 870 1.0 Sprinkler 11.20 33.00 9.89 35.22 NO FLEX-HARD PIPE 0 4.0 Hose@Zero 34.91 100.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 10 08800 .EMPLETON ELEMENTARY SCHOOL dy' Pipe Information Dashboard Hydraulics 1" REM #8 EXTENDED LEARNING From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 T e in -Friction Loss - ft yp Total Total ft psi/ft Frict(Pf) psi 853 5.00 1"Sch 40 Len 6.0 C= 120 Pt 873) 8.681 NO FLEX-HARD PIPE 1.0490 T,E Ftg 7.0 Pe -1.732 873 1.00 BN8 33.0 Total 13.0 0.32865 pf 4.272 Total Pressure at Node 853) 11.222 psi 856 5.00 1"Sch 40 Len 6.0 C= 120 Pt 876) 9.600 NO FLEX-HARD PIPE 1.0490 T,E Ftg 7.0 - Pe -1.732 876 1.00 BN8 34.7 Total 13.0 0.36069 Pf 4.689 Total Pressure at Node 856) 12.557 psi 855 5.00 1"Sch 40 Len 6.0 C= 120 Pt 875) 9.626 NO FLEX-HARD PIPE 1.0490 T,E Ftg 7.0 Pe -1.732 875 1.00 BN8 34.7 Total 13.0 0.36158 Pf 4.701 Total Pressure at Node 855) 12.594 psi 854 5.00 1"Sch 40 Len 6.0 C= 120 Pt 874) 8.723 NO FLEX-HARD PIPE 1.0490 T,E Ftg 7.0 Pe -1.732 874 too BN8 33.1 Total 13.0 0.33010 pf 4.291 Total Pressure at Node 854) 11.282 psi 852 5.00 1"Sch 40 Len 6.0 C= 120 Pt 872) 8.741 NO FLEX-HARD PIPE 1.0490 T,E Ftg 7.0 Pe -1.732 872 1.00 BN8 33.1 Total 13.0 0.33073 pf 4.299 Total Pressure at Node 852) 11.309 psi 851 5.00 1"Sch 40 Len 6.0 C= 120 Pt 871) 9.824 NO FLEX-HARD PIPE 1.0490 T,E Ftg 7.0 - Pe -1.732 871 too BN8 35.1 Total 13.0 0.36843 Pf 4.790 Total Pressure at Node 851) 12.881 psi 850 5.00 1"Sch 40 Len 6.0 C= 120 Pt 870) 9.888 NO FLEX-HARD PIPE 1.0490 T,E Ftg 7.0 - Pe -1.732 870 1.00 BN8 35.2 Total 13.0 0.37063 Pf 4.818 Total Pressure at Node 850) 12.974 psi 836 5.00 11/2"Sch 10 Len 14.5 C= 120 Pt 856) 12.557 1.6820 E Ftg 4.9 - Pe 0.000 856 5.00 BL8 27.2 Total 19.4 0.02304 pf 0.448 826 2.00 111/2'Sch 40 Len 3.0 C= 120 Pt 836) 13.005 1.6100 T Ftg 8.0 Pe 1.299 836 5.00 RN8 27.2 Total 11.0 0.02851 pf 0.314 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 10 U8$00 'EMPLETON ELEMENTARY SCHOOL Dashbo;dNrdraulics Pipe Information REM # 8 EXTENDED LEARNING Elev1 Flows Length ft C Value Total(Pt) psi From ft Pipe ID Added Inside GPM Diameter Fittings Fitting ft- Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 825 2.00 3"Sch 10 Len 9.0 C= 120 Pt 826) 14.618 3.2600 0 Ftg 0.0 Pe 0.000 826 2.00 CM8 27.2Total 9.0 0.00092 Pf 0.008 Total Pressure at Node 825) 14.626 psi 855 5.00 11/2 Sch 10 Len 17.5 C= 120 Pt 856) 12.557 1.6820 0 Ftg 0.0 Pe 0.000 856 5.00 BL8 7.5Total 17.5 0.00214 pf 0.037 833 5.00 112 Sch 10 34.7 Len 15.0 C= 120 Pt 855) 12.594 1.6820 T Ftg 9.9 Pe 0.000 855 5.00 BL8 42.3Total 24.9 0.05211 Pf 1.298 823 2.00 1% Sch 40 Len 3.0 C= 120 Pt 833) 13.892 1.6100 T Ftg 8.0 - Pe 1.299 833 5.00 RN8 42.3Total 11.0 0.06449 pf 0.709 Total Pressure at Node 823) 15.900 psi 854 5.00 11/2'Sch 10 Len 8.0 C= 120 Pt 853) 11.222 1.6820 0 Ftg 0.0 Pe 0.000 853 5.00 BL8 14.9Total 8.0 0.00755 pf 0.060 835 5.00 11/2"Sch 10 33.1 Len 12.5 C= 120 Pt 854) 11.282 1.6820 E Ftg 4.9 Pe 0.000 854 5.00 BL8 48.0Total 17.4 0.06584 pf 1.149 825 zoo 11Y Sch 40 Len 3.0 C= 120 Pt 835) 12.431 1.6100 T Ftg 8.0 Pe 1.299 835 5.00 RN8 48.0Total 11.0 0.08147 Pf 0.896 824 2.00 3"Sch 10 27.2 Len 9.5 C= 120 Pt 825) 14.626 3.2600 0 Ftg 0.0 - Pe 0.000 825 2.00 CM8 75.1Total 9.5 0.00602 Pf 0.057 Total Pressure at Node 824) 14.683 psi 852 5.00 11/2"Sch 10 Len 8.0 C= 120 Pt 853) 11.222 1.6820 0 Ftg 0.0 Pe 0.000 853 5.00 BL8 18.1Total 8.0 0.01088 pf 0.087 21.0 Pt 852) 11.309 ' 832 5.00 11/2"Sch 10 33.1 Len 9 9 C= 120 Pe 0.000 1.6820 T Ftg 852 5.00 BL8 51.2Total 30.9 0.07440 pf 2.299 822 2.00 1V Sch 40 Len 3.0 C= 120 Pt 832) 13.607 1.6100 T Ftg 8.0 Pe 1.299 832 5.00 RN8 51.2Total 11.0 0.09206 Pf 1.013 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 10 08800 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Pipe Information REM#8 EXTENDED LEARNING From Elev1 Pipe ID Flows Length ft Total(Pt) psi ft p Added Inside C Value GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in -Friction Loss - Toft Type Total Total ft psi/ft Frict(P0 psi Total Pressure at Node 822) 15.919 psi 834 5.00 1% Sch 10 Len 5.0 C= 120 Pt 851) 12.881 1.6820 E Ftg 4.9 - Pe 0.000 851 5.00 BL8 26.1 Total 9.9 0.02135 Pf 0.212 824 2.00 11/2'Sch 40 Len 3.0 C= 120 Pt 834) 13.094 1.6100 T Ftg 8.0 Pe 1.299 834 5.00 RN8 26.1 Total 11.0 0.02642 Pf 0.291 Total Pressure at Node 824) 14.683 psi 800 6.00 4"Sch 10 Len 85.0 C= 120 Pt 801) 23.619 4.2600 2E,T Ftg 52.7 Pe -0.433 801 5.00 NC89 239.0 Total 137.7 0.01391 Pf 1.915 Total Pressure at Node 800) 25.101 psi 840 2.00 3"Sch 10 Len 12.0 C= 120 Pt 824) 14.683 3.2600 T,4E Ftg 57.8 - Pe 0.000 824 2.00 CM8 101.2 Total 69.8 0.01045 Pf 0.729 Total Pressure at Node 840) 15.413 psi 801 5.00 4"Sch 10 Len 73.0 C= 120 Pt 802) 22.590 4.2600 T,2EE, Ftg 63.2 Pe -0.866 802 3.00 NC89 239.0 2E Total 136.2 0.01391 pf 1.895 Total Pressure at Node 801) 23.619 psi 820 2.00 3"Sch 10 Len 48.0 C= 120 Pt 840) 15.413 3.2600 T Ftg 20.2 Pe 0.000 840 2.00 CM8 101.2 Total 68.2 0.01045 Pf 0.712 Total Pressure at Node 820) 16.125 psi 850 5.00 11/2"Sch 10 Len 31.0 C= 120 Pt 851) 12.881 1.6820 0 Ftg 0.0 Pe 0.000 851 5.00 BL8 9.0 Total 31.0 0.00299 Pf 0.093 831 5.00 11/z.'Sch 10 35.2 Len 12.0 C= 120 Pt 850) 12.974 1.6820 E Ftg 4.9 - Pe 0.000 850 5.00 BL8 44.2 Total 16.9 0.05667 Pf 0.961 821 2.00 11/2Sch 40 Len 3.0 C= 120 Pt 831) 13.934 1.6100 T Ftg 8.0 - Pe 1.299 831 5.00 RN8 44.2 Total 11.0 0.07013 Pf 0.771 Total Pressure at Node 821) 16.005 psi © Copyright 2010 Sigma Development Group, Inc. Page 5 of 10 08800 •EMPLETON ELEMENTARY SCHOOL ,(,y) Pipe Information Dashboard Hydraulics REM #8 EXTENDED LEARNING From Elev1 pi a ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 822 2.00 3"Sch 10 Len 9.0 C= 120 Pt 823) 15.900 3.2600 0 Ftg 0.0 Pe 0.000 823 2.00 CM8 42.3Total 9.0 0.00208 pf 0.019 821 2.00 3"Sch 10 51.2 Len 9.5 C= 120 Pt 822) 15.919 3.2600 0 Ftg 0.0 Pe 0.000 822 2.00 CM8 93.5Total 9.5 0.00902 pf 0.086 820 2.00 3"Sch 10 44.2 Len 6.5 C= 120 Pt 821) 16.005 3.2600 0 Ftg 0.0 Pe 0.000 821 2.00 CM8 137.7 Total 6.5 0.01847 pf 0.120 Total Pressure at Node 820) 16.125 psi 867 5.00 11/2"Sch 10 Len 3.0 C= 120 Pt 811) 19.575 1.6820 T Ftg 9.9 Pe -1.299 811 2.00 RN89 36.7 Total 12.9 0.04021 pf 0.519 • 863 5.00 114'Sch 10 Len 47.0 C= 120 Pt 867) 18.795 1.6820 2E Ftg 9.9 Pe 0.000 867 5.00 BL89 36.7 Total 56.9 0.04021 pf 2.288 806 3.00 11/2"Sch 40 Len 2.0 C= 120 Pt 863) 21.083 1.6100 T Ftg 8.0 Pe 0.866 863 5.00 RN89 36.7Total 10.0 0.04976 Pf 0.498 805 3.00 3"Sch 10 Len 11.0 C= 120 Pt 806) 22.447 3.2600 0 Ftg 0.0 Pe 0.000 806 3.00 CM89 36.7Total 11.0 0.00160 Pf 0.018 Total Pressure at Node 805) 22.465 psi 810 2.00 3"Sch 10 Len 11.0 C= 120 Pt 811) 19.575 3.2600 0 Ftg 0.0 Pe 0.000 811 zoo CM89 202.2 Total 11.0 0.03759 Pf 0.413 866 5.00 11/2"Sch 10 -167.9 Len 3.0 C= 120 Pt 810) 19.989 1.6820 T Ftg 9.9 Pe -1.299 810 2.00 RN89 34.3Total 12.9 0.03540 Pf 0.457 862 5.00 11/2 Sch 10 Len 47.0 C= 120 Pt 866) 19.147 1.6820 2E Ftg 9.9 - Pe 0.000 866 5.00 BL89 34.3 Total 56.9 0.03540 Pf 2.014 805 3.00 1%"Sch 40 Len 2.0 C= 120 Pt 862) 21.161 1.6100 T Ftg 8.0 Pe 0.866 862 5.00 RN89 34.3Total 10.0 0.04380 Pf 0.438 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 10 ®88'00 Pi a Information 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics p REM#8 EXTENDED LEARNING Flows From Elft 1 Pipe ID Added Inside Length ft C Value Total(Pt) psi Elev2 GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes in -Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 802 3.00 3"Sch 10 36.7 Len 3.0 C= 120 Pt 805) 22.465 3.2600 T Ftg 20.2 - Pe 0.000 805 3.00 CM89 71.0 Total 23.2 0.00543 pf 0.126 Total Pressure at Node 802) 22.590 psi 809 2.00 3"Sch 10 Len 11.0 C= 120 Pt 810) 19.989 3.2600 0 Ftg 0.0 Pe 0.000 810 2.00 CM89 167.9 Total 11.0 0.02665 Pf 0.293 865 5.00 11/z'Sch 10 -138.1 Len 3.0 C= 120 Pt 809) 20.282 1.6820 T Ftg 9.9 Pe -1.299 809 2.00 RN89 29.9 Total 12.9 0.02743 pf 0.354 861 5.00 11/2"Sch 10 Len 40.0 C= 120 Pt 865) 19.337 1.6820 4E Ftg 19.8 Pe 0.000 865 5.00 BL89 29.9 Total 59.8 0.02743 Pf 1.641 804 2.00 11/2Sch 40 Len 3.0 C= 120 Pt 861) 20.978 1.6100 T Ftg 8.0 - Pe 1.299 861 5.00 RN89 29.9 Total 11.0 0.03395 Pf 0.373 Total Pressure at Node 804) 22.650 psi 808 2.00 3"Sch 10 Len 11.0 C= 120 Pt 809) 20.282 3.2600 0 Ftg 0.0 - Pe 0.000 809 2.00 CM89 138.1 Total 11.0 0.01855 Pf 0.204 864 5.00 1/ Sch 10 -110.8 Len 3.0 C= 120 Pt 808) 20.486 y 1.6820 T Ftg 9.9 Pe -1.299 808 2.00 RN89 27.2 Total 12.9 0.02312 pf 0.298 860 5.00 11/2"Sch 10 Len 40.0 C= 120 Pt 864) 19.485 1.6820 2E Ftg 9.9 - Pe 0.000 864 5.00 BL89 27.2 Total 49.9 0.02312 pf 1.154 Total Pressure at Node 860) 20.639 psi 811 2.00 3"Sch 10 Len 58.0 C= 120 Pt 820) 16.125 3.2600 E Ftg 9.4 - Pe 0.000 820 2.00 NC 239.0 Total 67.4 0.05119 Pf 3.451 Total Pressure at Node 811) 19.575 psi 803 2.00 11/z Sch 40 Len 3.0 C= 120 Pt 860) 20.639 1.6100 T Ftg 8.0 Pe 1.299 860 5.00 RN89 27.2 Total 11.0 0.02861 Pf 0.315 Total Pressure at Node 803) 22.253 psi © Copyright 2010 Sigma Development Group, Inc. Page 7 of 10 ©8800 'EMPLETON ELEMENTARY SCHOOL Pipe Information REM#8 EXTENDED L Dashboard Hydraulics EARNING From Elev1 Pipe ID Flows Inside Length ft C Value Total(Pt) psi ftAdded GPMDiameter Fittings Fittingft- Elev(Pe) psi Notes Friction Loss- To Elft 2 Type Tootal �n Total ft psi/ft Frict(Pf) psi 807 2.00 3"Sch 10 Len 11.0 C= 120 Pt 808) 20.486 3.2600T,4E Ftg 57.8 - Pe 0.000 808 2.00 CM89 110.8 Total 68.8 0.01235 Pf 0.850 Len 46.0 Pt 807 21.336 ' 803 2.00 3"Sch 10 C= 120 ) 3.2600 3E Ftg 28.2 Pe 0.000 807 2.00 CM89 110.8Total 74.2 0.01235 Pf 0.917 804 2.00 3"Sch 10 27.2 Len 12.0 C= 120 Pt 803) 22.253 3.2600 E Ftg 9.4 - Pe0.000 803 zoo CM89 138.1Total 21.4 0.01855 Pf 0.397 802 3.00 3"Sch 10 2s.9 Len14.0 C= 120 Pt 804) 22.650 3.2600 0 Ftg 0.0 Pe -0.433 804 zoo CM89 167.9 Total 14.0 0.02665 Pf 0.373 Total Pressure at Node 802) 22.590 psi 32 22.00 4"Sch 10 Len 16.0 C= Pt 8 0 00) 25.101 DN TO1ST FLOOR 12 4.2600 0 Ftg0.0 Pe -6928 800 6.00 FM 239.0 Total 16.0 0.01391 Pf 0.223 31 22.00 4"Sch 10 Len17.0 C= 120 Pt 32) 18.395 4.2600 T Ftg 26.3 - Pe 0.000 32 22.00 FM 239.0Total 43.3 0.01391 Pf 0.603 30 23.00 4"Sch 10 Len 10 C= 120 Pt 31) 18.998 4.2600 E Ftg 13.2 Pe -0.433 31 22.00 FM 239.0Total 14.2 0.01391 Pf 0.197 28 23.00 4"Sch 10 Len 17.0 C= 120 Pt 30) 18.762 4.2600 E Ftg 13.2 Pe 0.000 30 23.00 FM 239.0Total 30.2 0.01391 Pf 0.420 27 13.00 4"Sch 10 Len 10.0 C= 120 Pt 28) 19.182 4.2600 E Ftg 13.2 Pe 4.330 28 23.00 FM 239.0Total 23.2 0.01391 Pf 0.322 Len 2.0 23.834 ' 26 13.00 4"Sch 10 C-_ Pt 27120 ) 4.2600 T Ftg 26.3 Pe 0.000 27 13.00 FM 239.0Total 28.3 0.01391 pf 0.394 25 13.00 4"Sch 10 Len 17.0 C= 120 Pt 26) 24.228 4.2600 T Ftg 26.3 Pe 0.000 26 13.00 FM 239.0Total 43.3 0.01391 Pf 0.603 © Copyright 2010 Sigma Development Group, Inc. Page 8 of 10 ©8$,00" SCHOOL '''' "` Pipe Information Dashboard Hydraulics ��M�REM #8 EX LETON ELEMENTARY ENDED EARNING From Elev1 Pipe ID Flows Length ft c Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes To EIev2 Type in Friction Loss ft yp Total Total ft psi/ft Frict(Pf) psi 24 13.00 4"Sch 10 Len 42.0 C= 120 Pt 25) 24.831 4.2600 0 Ftg 0.0 Pe 0.000 25 13.00 FM 239.0 Total 42.0 0.01391 Pf 0.584 23 13.00 4"Sch 10 Len 1.0 C= 120 Pt 24) 25.415 4" EX: 4" 4.2600 4MFLEX Ftg0.0 METRA-FLEX:Loss=0.32 PSI Pe 0.000 LOSS METRA-FLEX SEISMIC 24 13.00 FM 239.0 Total 1.0 0.01391 Pf 0.014 22 13.00 4"Sch 10 Len 4.0 C= 120 Pt 23) 25.751 4.2600 E Ftg 13.2 Pe 0.000 23 13.00 FM 239.0 Total 17.2 0.01391 Pf 0.239 21 24.00 4"Sch 10 Len -11.0 C= 120 Pt 22) 25.990 4.2600 E Ftg 13.2 - Pe -4.763 22 13.00 FM 239.0 Total 2.2 0.01391 pf 0.030 20 24.00 4"Sch 10 Len 67.0 C= 120 Pt 21) 21.257 4.2600 E Ftg 13.2 Pe 0.000 21 24.00 FM 239.0 Total 80.2 0.01391 pf 1.115 10 13.50 4"Sch 10 Len 47.5 C= 120 Pt 20) 22.372 4.2600 3E Ftg 39.5 Pe 4.547 20 24.00 FM 239.0 Total 87.0 0.01391 Pf 1.210 9 5.00 4"Sch 10 Len 14.5 C= 120 Pt 10) 28.129 PSI LOSS BFV 8-0 4.2600 0 Ftg 0.0 - Pe 3.681 10 13.50 FR 239.0 Total 14.5 0.01391 Pf 0.202 8 4.00 6"Sch 10 Len 1.0 C= 120 Pt 9) 32.011 (8)WET#1 START(269.5)ELV 6.3570 T Ftg 37.7 - Pe 0.433 9 5.00 FR 239.0 Total 38.7 0.00198 Pf 0.077 7 1.00 6"Sch 10 Len 3.0 C= 120 Pt 8) 32.520 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 239.0 Total 20.6 0.00198 Pf 0.041 6 0.00 6"Sch 40 Len 1.0 C= 120 Pt 7) 33.860 6.0650 CV Ftg 32.0 Pe 0.433 7 1.00 FR 239.0 Total 33.0 0.00249 Pf 0.082 5 -4.00 6"DI Len 14.0 C= 140 Pt 6) 34.375 (6)BOR(0-0 ELV @ 266-0) 5.8903 T,E Ftg 50.8 - Pe 1.732 6 moo UN 239.0 Total 64.8 0.00216 Pf 0.140 4 1.00 8"DI Len 75.0 C= 140 Pt 5) 36.247 8.4500 T Ftg 61.5 Pe -2.165 5 -4.00 UN 239.0 Total 136.5 0.00037 pf 0.051 © Copyright 2010 Sigma Development Group, Inc. Page 9 of 10 , , ©8800 •EMPLETON ELEMENTARY SCHOOL \\�, Pipe Information REM#8 EXTENDED LEARNING Dashboard Hydraulics From Elev1 pi a ID Flows Length ft C Value Total(Pt) psi ft p Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 in Friction Loss— ft Type Total Total ft psi/ft Frict(Pf) psi 3 1.00 8"DI Len 16.0 C= 140 Pt 4) 34.133 8.4500 E Ftg 31.6 Pe 0.000 4 too UN 239.0Total 47.6 0.00037 Pf 0.018 i 1.0 Febco 8"Detector Check Valve Len 2 1.00 8"DI C= 140 Pt 3) 34.151 Model 800:Loss=2.00 (E)8" 8.4500 DCA Ftg 0.0 Pe 0.000 BACKFLOW(267-0)ELV 3 1.00 UN 239.0Total 1.0 0.00037 Pf 0.000 K 0 4.00 8"DI Len 30.0 C= 140 Pt 2) 36.150 FLOW TEST(270-0)ELV 8.4500 T,GV,2E Ftg 131.7 Pe -1.299 2 too UN 239.0Total 161.7 0.00037 Pf 0.060 Total Pressure at Node 0) 34.912 psi © Copyright 2010 Sigma Development Group, Inc. Page 10 of 10 ©8800 Dashboard Hydraulics Hydraulics Summary Sheet Project Information Calculation Date: 11/28/2018 10:18:34 AM TEMPLETON ELEMENTARY SCHOOLi" system ID SYS#1 drawing ref FP-6.11 REM#9 CLASS ROOM-CONCEALED SPACE building #1 construction V-B 9500 SW MURDOCK ST. TIGARD,OR occupancy GROUP E contractract## 3024-18 authority CITY OF TIGARD Contractor Information , Hydraulics Criteria system type WET Sound Fire Protection density .10 GPM/ft2 design std NFPA 13 2013 10772 SE HWY 212 remote area 925 ft' hazard LIGHT HAZARD CLACKAMAS,OR 97015 spr coverage 130 MAX ft' sprs flowing 11 figure 11.2 3.2.3.1 calculated by M.McNEIL calc'd volume 814.2 gal curve telephone 503-655-3775 , fax 503-655-2990 Flow Test , email MCNEIL@SOUNDFIREPRO.COM l static pressure 48.00 psi Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 11 TYCO TY-FRB TY313 1/2" 5.6 elevation from if 4.00 ft date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH J 80 Supply / Demand Graph 47.82 psi available at Sprinkler Demand of 32.40 psi with 70 Total System Flow of 292.3 GPM - ,. Margin: +32.2% 60 50 IA �,�,o�. ��„ _ ., a) 3 40 , ._ . cn 4.i 20 ii 10 % \, 0 292.3 GPM ��' 85 0 50 100 150 200 250 300 350 Water Flow(GPM) • Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 8 E3 8890' TEMPLETON ELEMENTARY SCHOOL Supply Analysis M#9 CLASS ROOM- CONCEALED SPACE [Dashboard Hydraulics / Source Static Residual Quantity Pressure Total Total / System /Pressure Node Pressure Pressure Flowing Available / Flow Required / / Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.82 psi 292.3 GPM 32.40 psi Sprinkler Flow: 192.3 GPM Additional Flows: None Hose Flow at Zero: 100.0 GPM Total System Flow: 292.3 GPM Maximum velocity in pipe 971 -972 is 12.5 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 977 5.5 Sprinkler 5.60 15.00 7.17 15.00 976 5.5 Sprinkler 5.60 15.00 7.79 15.63 982 5.5 Sprinkler 5.60 15.00 8.02 15.86 973 5.5 Sprinkler 5.60 15.00 8.68 16.50 981 5.5 Sprinkler 5.60 15.00 8.70 16.52 972 5.5 Sprinkler 5.60 15.00 9.50 17.26 975 5.5 Sprinkler 5.60 15.00 10.08 17.78 980 5.5 Sprinkler 5.60 15.00 11.24 18.77 971 5.5 Sprinkler 5.60 15.00 11.90 19.32 979 5.5 Sprinkler 5.60 15.00 12.40 19.72 974 5.5 Sprinkler 5.60 15.00 12.71 19.96 0 4.0 Hose Zero 32.40 100.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 8 138806"- Pipe Information 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics LASS ROOM-CONCEALED SPACE From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 976 5.50 1"Sch 40 Len 8.0 C= 120 Pt 977) 7.175 1.0490 0 Ftg 0.0 - Pe 0.000 977 5.5o BN 15.0 Total 8,0 0.07643 Pf 0.611 975 5.50 1"Sch 40 15.6 Len 8.0 C= 120 Pt 976) 7.786 1.0490 0 Ftg 0.0 - Pe 0.000 976 5.50 BN 30.6 Total 8.0 0.28625 Pf 2.290 974 5.50 11/4"Sch 40 17.8 Len 9.0 C= 120 Pt 975) 10.076 1.3800 2E Ftg 6.0 - Pe 0.000 975 5.5o BN 48.4 Total 15.0 0.17556 Pf 2.633 911 5.50 1% Sch 40 20.0 Len 4.0 C= 120 Pt 974) 12.710 1.6100 T Ftg 8.0 - Pe 0.000 974 5.50 BN 68.4 Total 12.0 0.15699 Pf 1.884 901 2.00 112 Sch 40 Len 3.5 C= 120 Pt 911) 14.593 1.6100 T Ftg 8.0 Pe 1.516 911 5.50 NR9 68.4 Total 11.5 0.15699 Pf 1.805 Total Pressure at Node 901) 17.914 psi 981 5.50 1"Sch 40 Len 8.0 C= 120 Pt 982) 8.022 1.0490 0 Ftg 0.0 - Pe 0.000 982 5.50 BN 15.9 Total 8.0 0.08473 Pf 0.678 980 5.50 1"Sch 40 16.5 Len 8.0 C= 120 Pt 981) 8.699 1.0490 0 Ftg 0.0 Pe 0.000 981 5.50 BN 32.4 Total 8.0 0.31727 Pf 2.538 979 5.50 11/4 Sch 40 18.8 Len 6.0 C= 120 Pt 980) 11.238 1.3800 0 Ftg 0.0 Pe 0.000 980 5.50 BN 51.1 Total 6.0 0.19445 Pf 1.167 912 5.50 11/2 Sch 40 19.7 Len 4.0 C= 120 Pt 979) 12.404 1.6100 T Ftg 8.0 Pe 0.000 979 5.50 BN 70.9 Total 12.0 0.16780 Pf 2.014 902 2.00 11/2"Sch 40 Len 3.5 C= 120 Pt 912) 14.418 1.6100 T Ftg 8.0 - Pe 1.516 912 5.50 NR9 70.9 Total 11.5 0.16780 Pf 1.930 Total Pressure at Node 902) 17.863 psi 972 5.50 1"Sch 4o Len 4.0 C= 120 Pt 973) 8.679 1.0490 T Ftg 5.0 Pe 0.000 973 5.50 BN 16.5 Total 9,0 0.09114 Pf 0.820 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 8 r 138800" •EMPLETON ELEMENTARY SCHOOL rd Hydraulics'd Pipe Information DashkoaLASS ROOM-CONCEALED SPACE From Elft Pipe ID Inside 1 Flows Length ft Total(Pt) psi Added C Value GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total �n Total ft psi/ft Frict(Pf) psi 971 5.50 1"Sch 40 17.3 Len 7.0 C= 120 Pt 972) 9.499 1.0490 0 Ftg 0.0 Pe 0.000 972 5.50 BN 33.8Total 7.0 0.34273 Pf 2.399 970 5.50 11/4'Sch 40 19.3 Len 8.0 C= 120 Pt 971) 11.898 1.6100 0 Ftg 0.0 - Pe 0.000 971 5.50 BN 53.1Total 8.0 0.09827 Pf 0.786 910 5.50 11/4 Sch 40 Len 10.0 C= 120 Pt 970) 12.685 1.3800 E Ftg 3.0 Pe 0.000 970 5.so BN 53.1Total 13.0 0.20819 Pf 2.707 900 2.00 VA"Sch 40 Len 3.5 C= 120 Pt 910) 15.391 1.6100 T Ftg 8.0 Pe 1.516 910 5.50 NR9 53.1Total 11.5 0.09827 Pf 1.130 Total Pressure at Node 900) 18.037 psi 867 5.00 1%"Sch 10 Len 3.0 C= 120 Pt 811) 22.167 1.6820 T Ftg 9.9 Pe -1.299 811 2.00 RN8 29.6Total 12.9 0.02698 Pf 0.348 863 5.00 1Y/'Sch 10 Len 47.0 C= 120 Pt 867) 21.216 1.6820 2E Ftg 9.9 - Pe 0.000 867 5.00 BL8 29.6Total 56.9 0.02698 Pf 1.535 806 3.00 11/2"Sch 10 Len 2.0 C= 120 Pt 863) 22.751 1.6820 T Ftg 9.9 - Pe 0.866 863 5.0o RN8 29.6Total 11.9 0.02698 Pf 0.321 805 3.00 3"Sch 10 Len 11.0 C= 120 Pt 806) 23.938 3.2600 0 Ftg 0.0 Pe 0.000 806 3.00 CM89 29.6Total 11.0 0.00108 Pf 0.012 Total Pressure at Node 805) 23.950 psi 810 2.00 3"Sch 10 Len 11.0 C= 120 Pt 811) 22.166 3.2600 0 Ftg 0.0 Pe 0.000 811 2.00 CM89 162.7Total 11.0 0.02514 Pf 0.277 866 5.00 1'/2'Sch 10 -135.1 Len 3.0 C= 120 Pt 810) 22.443 1.6820 T Ftg 9.9 Pe -1.299 810 2.00 RN8 27.6Total 12.9 0.02374 Pf 0.306 862 5.00 11/2'Sch 10 Len 47.0 C= 120 Pt 866) 21.450 1.6820 2E Ftg 9.9 Pe 0.000 866 5.00 BL8 27.6Total 56.9 0.02374 Pf 1.351 Total Pressure at Node 862) 22.801 psi © Copyright 2010 Sigma Development Group, Inc. Page 4 of 8 08800- `l` Pie Information 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics 1" :LASS ROOM -CONCEALED SPACE From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 T e in Friction Loss ft yp Total Total ft psi/ft Frict(Pf) psi 800 6.00 4"Sch 10 Len 85.0 C= 120 Pt 801) 24.093 4.2600 T,2EE, Ftg 63.2 Pe -0.433 801 5.00 NC89 192.3 2E Total 148.2 0.00931 pf 1.379 Total Pressure at Node 800) 25.039 psi 805 3.00 11/ Sch 10 Len 2.0 C= 120 Pt 862) 22.801 1.6820 T Ftg 9.9 Pe 0.866 862 5.00 RN8 27.6 Total 11.9 0.02374 Pf 0.283 Total Pressure at Node 805) 23.950 psi 801 5.00 4"Sch 10 Len 73.0 C= 120 Pt 802) 24.034 4.2600 T Ftg 26.3 Pe -0.866 802 3.00 NC89 192.3 Total 99.3 0.00931 Pf 0.925 Total Pressure at Node 801) 24.093 psi 802 3.00 3"Sch 10 Len 3.0 C= 120 Pt 805) 23.950 3.2600 T Ftg 20.2 Pe 0.000 805 3.00 CM89 57.2 Total 23.2 0.00364 pf 0.084 Total Pressure at Node 802) 24.034 psi 809 2.00 3"Sch 10 Len 11.0 C= 120 Pt 810) 22.443 3.2600 0 Ftg 0.0 - Pe 0.000 810 2.00 CM89 135.1 Total 11.0 0.01782 Pf 0.196 865 5.00 1h/ Sch 10 -111.0 Len 3.0 C= 120 Pt 809) 22.639 1.6820 T Ftg 9.9 Pe -1.299 809 2.00 RN8 24.1 Total 12.9 0.01844 Pf 0.238 861 5.00 11/2Sch 10 Len 40.0 C= 120 Pt 865) 21.578 1.6820 4E Ftg 19.8 - Pe 0.000 865 5.0o BL8 24.1 Total 59.8 0.01844 Pf 1.103 804 2.00 11/2"Sch 10 Len 3.0 C= 120 Pt 861) 22.681 1.6820 T Ftg 9.9 Pe 1.299 861 5.00 RN8 24.1 Total 12.9 0.01844 Pf 0.238 Total Pressure at Node 804) 24.218 psi 808 2.00 3"Sch 10 Len 11.0 C= 120 Pt 809) 22.639 3.2600 0 Ftg 0.0 Pe 0.000 809 2.00 CM89 111.0 Total 11.0 0.01238 Pf 0.136 y 864 5.00 11/2"Sch 10 -89.0 Len 3.0 C= 120 Pt 808) 22.775 1.6820 T Ftg 9.9 Pe -1.299 808 2.00 RN8 22.0 Total 12.9 0.01555 Pf 0.201 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 8 ®$$(}Q 'EMPLETON ELEMENTARY SCHOOL '`"t Pipe Information Dashboard Hydraulics LASS ROOM-CONCEALED SPACE From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft- Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 860 5.00 1v2'Sch 10 Len 40.0 C= 120 Pt 864) 21.677 1.6820 2E Ftg 9.9 Pe 0.000 864 5.00 BL8 22.0 Total 49.9 0.01555 Pf 0.776 803 2.00 1/z'scn 10 Len 3.0 C= 120 Pt 860) 22.453 1.6820 T Ftg 9.9 Pe 1.299 860 5.00 RN8 22.0 Total 12.9 0.01555 Pf 0.201 Total Pressure at Node 803) 23.953 psi 807 2.00 3"Sch 10 Len 11.0 C= 120 Pt 808) 22.775 3.2600 T,4E Ftg 57.8 Pe 0.000 808 2.00 CM89 89.0Total 68.8 0.00823 pf 0.566 803 2.00 3"Sch 10 Len 46.0 C= 120 Pt 807) 23.342 3.2600 3E Ftg 28.2 Pe 0.000 807 2.00 CM89 89.0Total 74.2 0.00823 pf 0.611 804 2.00 3"Sch 10 22.0 Len 12.0 C= 120 Pt 803) 23.952 3.2600 E Ftg 9.4 Pe 0.000 803 2.00 CM89 111.0Total 21.4 0.01238 pf 0.265 802 3.00 3"Sch 10 24.1 Len 14.0 C= 120 Pt 804) 24.218 3.2600 0 Ftg 0.0 Pe -0.433 804 2.00 CM89 135.1Total 14.0 0.01782 pf 0.249 Total Pressure at Node 802) 24.034 psi 32 22.00 4°Sch to Len -16.0 C= 120 Pt 800) 25.039 DN TO 1ST FLOOR 4.2600 0 Ftg 0.0 Pe -6.928 800 6.00 FM 192.3Total 16.0 0.00931 Pf -0.149 31 22.00 4"Sch 10 Len 17.0 C= 120 Pt 32) 18.260 4.2600 T Ftg 26.3 Pe 0.000 32 22.00 FM 192.3Total 43.3 0.00931 Pf 0.403 30 23.00 4"Sch 10 Len 1.0 C= 120 Pt 31) 18.663 4.2600 E Ftg 13.2 Pe -0.433 31 22.00 FM 192.3Total 14.2 0.00931 Pf 0.132 28 23.00 4"Sch 10 Len 17.0 C= 120 Pt 30) 18.362 4.2600 E Ftg 13.2 Pe 0.000 30 23.00 FM 192.3Total 30.2 0.00931 pf 0.281 27 13.00 4"Sch 10 Len 10.0 C= 120 Pt 28) 18.643 4.2600 E Ftg 13.2 Pe 4.330 28 23.00 FM 192.3Total 23.2 0.00931 pf 0.216 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 8 4 ®8840 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Pipe Information 'LASS ROOM-CONCEALED SPACE From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside Elev2 GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes in -Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 26 13.00 4"Sch to Len 2.0 C= 120 Pt 27) 23.188 4.2600 T Ftg 26.3 Pe 0.000 27 13.00 FM 192.3 Total 28.3 0.00931 pf 0.264 25 13.00 4"Sch 10 Len 17.0 C= 120 Pt 26) 23.452 4.2600 T Ftg 26.3 - Pe 0.000 26 13.00 FM 192.3 Total 43.3 0.00931 Pf 0.403 24 13.00 4"Sch 10 Len 42.0 C= 120 Pt 25) 23.856 4.2600 0 Ftg 0.0 - Pe 0.000 25 13.00 FM 192.3 Total 42.0 0.00931 pf 0.391 23 13.00 4"Sch 10 Len 1.0 C= 120 Pt 24) 24.246 4METRA-FLEX 4" METRA-FLEX:" Loss=0.09 PSI 4.2600 4MFLEX Ftg 0.0 Pe 0.000 LOSS METRA-FLEX SEISMIC 24 13.00 FM 192.3 Total 1.0 0.00931 Pf 0.009 22 13.00 4"Sch 10 Len 4.0 C= 120 Pt 23) 24.348 4.2600 E Ftg 13.2 - Pe 0.000 23 13.00 FM 192.3 Total 17.2 0.00931 Pf 0.160 Total Pressure at Node 22) 24.508 psi 811 2.00 3"Sch 10 Len 58.0 C= 120 Pt 820) 19.858 3.2600 E Ftg 9.4 Pe 0.000 820 2.00 NC 192.3 Total 67.4 0.03425 Pf 2.309 Total Pressure at Node 811) 22.167 psi 21 24.00 4"Sch 10 Len -11.0 C= 120 Pt 22) 24.508 4.2600 E Ftg 13.2 Pe -4.763 22 13.00 FM 192.3 Total 2.2 0.00931 pf 0.020 Total Pressure at Node 21) 19.765 psi 820 2.00 3"Sch 10 Len 33.0 C= 120 Pt 900) 18.037 3.2600 T Ftg 20.2 Pe 0.000 900 2.00 NC 192.3 Total 53.2 0.03425 Pf 1.821 Total Pressure at Node 820) 19.858 psi 20 24.00 4"Sch 10 Len 67.0 C= 120 Pt 21) 19.765 4.2600 E Ftg 13.2 Pe 0.000 21 24.00 FM 192.3 Total 80.2 0.00931 Pf 0.746 Total Pressure at Node 20) 20.511 psi 900 2.00 3"Sch 10 Len 6.5 C= 120 Pt 901) 17.914 REM#9 START(900) 3.2600 0 Ftg 0.0 Pe 0.000 901 2.00 NC9 139.2 Total 6.5 0.01885 Pf 0.123 Total Pressure at Node 900) 18.037 psi © Copyright 2010 Sigma Development Group, Inc. Page 7 of 8 1138800 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Pipe Information LASS ROOM-CONCEALED SPACE From Elft Inside 1 Pipe ID Flows Length ft Total(Pt) psi Added C Value GPM Diameter Fittings Fitting ft- Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 10 13.50 4"Sch 10 Len 47.5 C= 120 Pt 20) 20.511 4.2600 3E Ftg 39.5 Pe 4.547 20 24.00 FM 192.3Total 87.0 0.00931 pf 0.810 Total Pressure at Node 10) 25.867 psi Len 9.517.863 REM#9 START(900) 901 2.00 3"Sch 10 C-_ Pt 902)120 3.2600 0 Ftg 0.0 - Pe 0.000 902 2.00 NC9 70.9Total 9,5 0.00540 Pf 0.051 Total Pressure at Node 901) 17.914 psi Len 14.5 Pt 10) 25.867 PSI LOSS BFV 8-0 9 5.00 4"Sch 10C= 120 4.2600 0 Ftg 0.0 Pe 3.681 10 13.50 FR 192.3Total 14.5 0.00931 Pf 0.135 8 4.00 6"Sch 10 Len 1.0 C= 120 Pt 9) 29.683 (8)WET#1 START(269.5)ELV 6.3570 T Ftg 37.7 Pe 0.433 9 5.00 FR 192.3Total 38.7 0.00133 Pf 0.051 7 1.00 6"Sch 10 Len 3.0 C= 120 Pt 8) 30.167 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 192.3Total 20.6 0.00133 Pf 0.027 6 0.00 6"Sch 40 Len 1.0 C= 120 Pt 7) 31.493 6.0650 CV Ftg 32.0 Pe 0.433 7 1.00 FR 192.3Total 33.0 0.00167 pf 0.055 5 -4.00 6"DI Len 14.0 C= 140 Pt 6) 31.981 (6)BOR(0-0 ELV @ 266-0) 5.8903 T,E Ftg 50.8 Pe 1.732 6 0.00 UN 192.3Total 64.8 0.00144 pf 0.094 4 1.00 8"DI Len 75.0 C= 140 Pt 5) 33.807 8.4500 T Ftg 61.5 Pe -2.165 5 -4.00 UN 192.3Total 136.5 0.00025 Pf 0.034 3 1.00 8"DI Len 16.0 C= 140 Pt 4) 31.676 8.4500 E Ftg 31.6 Pe0.000 4 1.00 UN 192.3Total 47.6 0.00025 Pf 0.012 Len 1.0 Pt 3) 31.688 Febco 8"Detector Check Valve 2 1.00 8"DI C= 140 Model 800:Loss=1.97 (E)8" 8.4500 DCA Ftg 0.0 Pe 0.000 BACKFLOW(267-0)ELV 3 1.00 UN 192.3 Total 1.0 0.00025 Pf 0.000 0 4.00 8"DI Len 30.0 C= 140 Pt ) 2 33.655 FLOW TEST(270-0)ELV 8.4500 T,GV,2E Ftg 131.7 Pe -1.299 2 1.00 UN 192.3Total 161.7 0.00025 Pf 0.040 Total Pressure at Node 0) 32.396 psi © Copyright 2010 Sigma Development Group, Inc. Page 8 of 8 mss„ Y>T. ©soo Hydraulics Summary Sheet pastea,r,,,, Project Information Calculation Date: 11/28/2018 10:19:05 AM-- TEMPLETON ELEMENTARY SCHOOL[ system ID SYS#3 DRY drawing ref FP-6.13 REM#10 DRY SYS-COVERERED PLAY building #2 9500 SW MURDOCK ST. construction V-B TIGARD,OR occupancy GROUP E contract# 3024-18 authority CITY OF TIGARD Contractor Information ,- Hydraulics Criteria , Sound Fire Protection density .10 GPM/ft2 system type DRY design std NFPA 13 2013 10772 SE HWY 212 remote area 1954 ft2 hazard LIGHT HAZARD CLACKAMAS,OR 97015 spr coverage 160 ft2 I sprs flowing 16 figure calculated by M.McNEIL calc'd volume 561.2 gal curve telephone 503-655-3775 . fax 503-655-2990 K-. Flow Test \ email MCNEIL@SOUNDFIREPRO.COM l static pressure 48.00 psi Sprinklers in Remote residual pressure 46.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 16 TYCO DS-1 TY3235 1/2 5.6 elevation from ff 4.00 ft date&time of flow test 7-10-2017 location of flow test MURDOCK&86TH i 80 Supply / Demand Graph 47.73 psi available at ,�`�� Sprinkler Demand of 37.58 psi with 70 Total System Flow of 361.8 GPM ss,Margin: +21.3% i" 60i , ��,� 00\0 j \0\ C -. 40 1`\�\, 30 \ a W % `° A.- 30 a.,�,, AV ` �� 20 c �� 7*V\, *ii \ f A** �i/i ` 0 361.8 GPM N1.85 0 75 150 225 300 375 450 Water Flow(GPM) • Demand at sprinkler and interior hose flows Q Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 8 138800 TEMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Supply Analysis REM # 10 DRY SYS- COVERERED PLAY / Source Static Residual Quantity Pressure Total Total Node Pressure Pressure FlowingAvailable System Pressure / / / / Flow Required Zero 48.00 psi 46.00 psi 1,060.0 GPM 47.73 psi 361.8 GPM 37.58 psi Sprinkler Flow: 261.8 GPM Additional Flows: None Hose Flow at Zero: 100.0 GPM Total System Flow: 361.8 GPM Maximum velocity in pipe 1000-1001 is 10.1 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 1049 15.0 Sprinkler 5.60 16.00 8.16 16.00 1048 15.0 Sprinkler 5.60 16.00 8.22 16.06 1041 15.0 Sprinkler 5.60 16.00 8.29 16.13 1045 15.0 Sprinkler 5.60 16.00 8.32 16.15 1040 15.0 Sprinkler 5.60 16.00 8.35 16.18 1044 15.0 Sprinkler 5.60 16.00 8.37 16.20 1047 15.0 Sprinkler 5.60 16.00 8.38 16.21 1039 15.0 Sprinkler 5.60 16.00 8.51 16.34 1037 15.0 Sprinkler 5.60 16.00 8.53 16.36 1043 15.0 Sprinkler 5.60 16.00 8.53 16.36 1036 15.0 Sprinkler 5.60 16.00 8.59 16.41 1046 15.0 Sprinkler 5.60 16.00 8.72 16.54 1035 15.0 Sprinkler 5.60 16.00 8.76 16.57 1038 15.0 Sprinkler 5.60 16.00 8.86 16.66 1042 15.0 Sprinkler 5.60 16.00 8.88 16.69 1034 15.0 Sprinkler 5.60 16.00 9.11 16.90 0 4.0 Hose@Zero 37.58 100.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 8 s ©88'00 •EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Pipe Information I1 # 10 DRY SYS-COVERERED PLAY From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi 1033 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1049) 8.163 1.0490 T,E Ftg 5.0 Pe 0.000 1049 15.00 BN 16.0 Total 5.5 0.12067 Pf 0.663 1029 15.00 1v:"sch 10 cloo Len 13.5 C= 100 Pt 1033) 8.826 1.6820 0 Ftg 0.0 Pe 0.000 1033 15.00 BN 16.0 Total 13.5 0.01211 Pf 0.163 Total Pressure at Node 1029) 8.989 psi 1032 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1048) 8.220 1.0490 T,E Ftg 5.0 Pe 0.000 1048 15.00 BN 16.1 Total 5.5 0.12143 Pf 0.667 1028 15.00 1v: sch to C100 Len 13.5 C= 100 Pt 1032) 8.886 1.6820 0 Ftg 0.0 - - Pe 0.000 1032 15.00 BN 16.1 Total 13.5 0.01218 Pf 0.164 Total Pressure at Node 1028) 9.051 psi 1031 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1047) 8.379 1.0490 T,E Ftg 5.0 Pe 0.000 1047 15.00 BN 16.2 Total 5.5 0.12362 Pf 0.679 1027 15.00 1%"scn 10 cloo Len 13.5 C= 100 Pt 1031) 9.058 1.6820 0 Ftg 0.0 Pe 0.000 1031 15.00 BN 16.2 Total 13.5 0.01240 Pf 0.167 Total Pressure at Node 1027) 9.225 psi 1030 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1046) 8.719 1.0490 T,E Ftg 5.0 Pe 0.000 1046 15.00 BN 16.5 Total 5.5 0.12825 Pf 0.704 1026 15.00 11/ sch 10 C1oo Len 13.5 C= 100 Pt 1030) 9.423 1.6820 0 Ftg 0.0 Pe 0.000 1030 15.00 BN 16.5 Total 13.5 0.01287 Pf 0.174 Total Pressure at Node 1026) 9.597 psi 1029 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1045) 8.315 1.0490 T,E Ftg 5.0 Pe 0.000 1045 15.00 BN 16.1 Total 5.5 0.12275 Pf 0.674 1017 15.00 1%"sch 10 Cloo 16.0 Len 13.0 C= 100 Pt 1029) 8.989 1.6820 0 Ftg 0.0 Pe 0.000 1029 15.00 BN 32.1 Total 13.0 0.04402 Pf 0.572 Total Pressure at Node 1017) 9.562 psi © Copyright 2010 Sigma Development Group, Inc. Page 3 of 8 w �a�aNy\S ® • 8$�OO .EMPLETON ELEMENTARY SCHOOL Dashboard Hydrauliia, Pipe Information 1# 10 DRY SYS-COVERERED PLAY From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft - Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 1028 15.00 1"Sch 40 cloo Len 0.5 C= 100 Pt 1044) 8.372 1.0490 T,E Ftg 5.0 Pe 0.000 1044 15.00 BN 16.2 Total 5.5 0.12354 Pf 0.678 1016 15.00 11/4-Sch 10 C100 16.1 Len 13.0 C= 100 Pt 1028) 9.051 1.6820 0 Ftg 0.0 - Pe 0.000 1028 15.0o BN 32.3 Total 13.0 0.04430 Pf 0.576 Total Pressure at Node 1016) 9.627 psi 1027 15.00 1"Sch 40 C100 Len 0.5 C= 100 Pt 1043) 8.535 1.0490 T,E Ftg 5.0 - Pe 0.000 1043 15.00 BN 16.4 Total 5.5 0.12574 Pf 0.690 1015 15.00 11/z"Sch 10 C100 16.2 Len 13.0 C= 100 Pt 1027) 9.225 1.6820 0 Ftg 0.0 Pe 0.000 1027 15.00 BN 32.6 Total 13.0 0.04509 Pf 0.586 Total Pressure at Node 1015) 9.811 psi 1005 14.00 3"Sch 10 C1oo Len 33.0 C= 100 Pt 1010) 12.010 3.2600 T Ftg 14.4 Pe 0.000 1010 14.00 NC 261.8 Total 47.4 0.08490 Pf 4.022 Total Pressure at Node 1005) 16.032 psi 1026 15.00 1"Sch 40 C100 Len 0.5 C= 100 Pt 1042) 8.880 1.0490 T,E Ftg 5.0 - Pe 0.000 1042 15.00 BN 16.7 Total 5.5 0.13045 Pf 0.716 Total Pressure at Node 1026) 9.597 psi 1010 14.00 3"Sch 10 C100 Len 9.0 C= 100 Pt 1011) 11.567 3.2600 0 Ftg 0.0 - Pe 0.000 1011 14.00 NC 195.0Total 9.0 0.04923 Pf 0.443 Total Pressure at Node 1010) 12.010 psi 1014 15.00 1Y:"Sch 10 C100 Len 13.0 C= 100 Pt 1026) 9.597 1.6820 0 Ftg 0.0 Pe 0.000 1026 15.00 BN 33.2Total 13.0 0.04678 Pf 0.608 Total Pressure at Node 1014) 10.205 psi , 1011 14.00 3"Sch 10 C100 Len 9.0 C= 100 Pt 1012) 11.359 3.2600 0 Ftg 0.0 - Pe 0.000 1012 14.00 NC 129.5Total 9.0 0.02309 Pf 0.208 Total Pressure at Node 1011) 11.567 psi © Copyright 2010 Sigma Development Group, Inc. Page 4 of 8 • • 138800 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics Pipe Information A # 10 DRY SYS-COVERERED PLAY From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(PO psi 1025 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1041) 8.291 1.0490 T,E Ftg 5.0 Pe 0.000 1041 15.00 BN 16.1Total 5.5 0.12243 Pf 0.672 Total Pressure at Node 1025) 8.964 psi 1012 14.00 3"sch 10 C100 Len 11.5 C= 100 Pt 1013) 11.286 3.2600 0 Ftg 0.0 Pe 0.000 1013 14.00 NC 64.6 Total 11.5 0.00638 Pf 0.073 Total Pressure at Node 1012) 11.359 psi 1021 15.00 1% sch 10 C100 Len 14.0 C= 100 Pt 1025) 8.964 1.6820 T Ftg 7.1 - Pe 0.000 1025 15.00 BN 16.1 i Total 21.1 0.01228 Pf 0.259 Total Pressure at Node 1021) 9.222 psi 1024 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1040) 8.349 1.0490 T,E Ftg 5.0 Pe 0.000 1040 15.00 BN 16.2 Total 5.5 0.12321 Pf 0.677 1020 15.00 1%z'sch 10 C100 Len 14.0 C= 100 Pt 1024) 9.025 1.6820 T Ftg 7.1 Pe 0.000 1024 15.00 BN 16.2 Total 21.1 0.01236 Pf 0.260 Total Pressure at Node 1020) 9.285 psi 1023 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1039) 8.510 1.0490 T,E Ftg 5.0 Pe 0.000 1039 15.00 BN 16.3 Total 5.5 Len 14.0 0.12541 Pf 0.689 1019 15.00 1vz"sch 10 C100 C= 100 Pt 1023) 9.199 1.6820 T Ftg 7.1 Pe 0.000 1023 15.00 BN 16.3 Total 21.1 0.01258 Pf 0.265 Total Pressure at Node 1019) 9.464 psi 1022 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1038) 8.855 1.0490 T,E Ftg 5.0 Pe 0.000 1038 15.00 BN 16.7 Total 5.5 0.13010 Pf 0.714 1018 15.00 1%' sch 10 C100 Len 14.0 C= 100 Pt 1022) 9.570 1.6820 T Ftg 7.1 - Pe 0.000 1022 15.00 BN 16.7 Total 21.1 0.01305 Pf 0.275 Total Pressure at Node 1018) 9.844 psi 1021 15.00 1"sch 40 C100 Len 0.5 C= 100 Pt 1037) 8.532 1.0490 T,E Ftg 5.0 - Pe 0.000 1037 15.00 BN 16.4 Total 5.5 0.12571 Pf 0.690 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 8 1388,00- Pipe Information 'EMPLETON ELEMENTARY SCHOOL Dashboard Hydraulics A#10 DRY SYS-COVERERED PLAY From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2in Friction Loss To ft Type Total Total ft psi/ft Frict(Pf) psi 1017 15.00 1%' Sch 10 C100 16.1 Len 0.5 C= 100 Pt 1021) 9.222 1.6820 T Ftg 7.1 - Pe 0.000 1021 15.00 BN 32.5Total 7.6 0.04487 pf 0.339 1013 14.00 11/2"Sch 10 C100 32.1 Len 1.0 C= 100 Pt 1017) 9.562 1.6820 T Ftg 7.1 - Pe 0.433 1017 15.00 NR 64.6Total 8.1 0.16022 pf 1.291 Total Pressure at Node 1013) 11.286 psi 1020 15.00 1"Sch 40 C100 Len 0.5 C= 100 Pt 1036) 8.591 1.0490 T,E Ftg 5.0 - Pe 0.000 1036 15.00 BN 16.4 Total 5.5 0.12651 Pf 0.695 1016 15.00 1V/z"Sch 10 C100 16.2 Len 0.5 C= 100 Pt 1020) 9.285 1.6820 T Ftg 7.1 Pe 0.000 1020 15.00 BN 32.6Total 7.6 0.04516 pf 0.341 1012 14.00 1YR"Sch 10 C100 32.3 Len 1.0 C= 100 Pt 1016) 9.627 1.6820 T Ftg 7.1 - Pe 0.433 1016 15.00 NR 64.9Total 8,1 0.16124 Pf 1.299 Total Pressure at Node 1012) 11.359 psi 1019 15.00 1"Sch 40 C100 Len 0.5 C= 100 Pt 1035) 8.757 1.0490 T,E Ftg 5.0 - Pe 0.000 1035 15.00 BN 16.6 Total 5.5 0.12876 Pf 0.707 1015 15.00 11/2"sch 10 C100 16.3 Len 0.5 C= 100 Pt 1019) 9.464 1.6820 T Ftg 7.1 - Pe 0.000 1019 15.00 BN 32.9Total 7.6 0.04596 Pf 0.347 1011 14.00 11/z"Sch 10 0100 32.6 Len 1.0 C= 100 Pt 1015) 9.811 1.6820 T Ftg 7.1 Pe 0.433 1015 15.00 NR 65.5Total 8,1 0.16412 Pf 1.323 Total Pressure at Node 1011) 11.567 psi 1018 15.00 1"Sch 40 0100 Len 0.5 C= 100 Pt 1034) 9.111 1.0490 T,E Ftg 5.0 - Pe 0.000 1034 15.00 BN 16.9 Total 5.5 0.13357 Pf 0.733 1014 15.00 11/2'Sch 10 C100 16.7 Len 0.5 C= 100 Pt 1018) 9.844 1.6820 T Ftg 7.1 Pe 0.000 1018 15.00 BN 33.6Total 7.6 0.04768 pf 0.360 1010 14.00 11/2'Sch 10 C100 33.2 Len 1.0 C= 100 Pt 1014) 10.205 1.6820 T Ftg 7.1 - Pe 0.433 1014 15.00 NR 66.8Total 8.1 0.17026 Pf 1.372 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 8 • 138800 •EMPLETON ELEMENTARY SCHOOL . Hydraulics �` Pipe InformationInformationDashdnaA# 10 DRY SYS-COVERERED PLAY From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss Toft Type Total Total ft psi/ft Frict(Pf) psi Total Pressure at Node 1010) 12.010 psi 1001 27.50 3"Sch 10 cloo Len 31.0 C= 100 Pt 1005) 16.032 3.2600 2E Ftg 13.4 Pe -5.846 1005 14.00 FM 261.8 Total 44.4 0.08490 Pf 3.771 1000 27.50 3"Sch 10 c1o0 Len 88.0 C= 100 Pt 1001) 13.957 3.2600 0 Ftg 0.0 - Pe 0.000 1001 27.50 FM 261.8 Total 88.0 0.08490 pf 7.471 17 14.50 4"Sch 10 cloo Len 64.0 C= 100 Pt 1000) 21.428 4.2600 5E Ftg 46.9 Pe 5.629 1000 27.50 FM 261.8 Total 110.9 0.02307 Pf 2.559 16 6.00 4"Sch 10 C100 Len 29.5 C= 100 Pt 17) 29.616 VALVE PSI LOSS 21-0 4.2600 0 Ftg 0.0 Pe 3.681 17 14.50 FM 261.8 Total 29.5 0.02307 Pf 0.681 15 5.00 4"Sch 40 Len 8.0 C= 120 Pt 16) 33.977 PSI LOSS BFV 8-0 4.0260 0 Ftg 0.0 - Pe 0.433 16 6.00 FR 261.8 Total 8.0 0.02168 Pf 0.173 14 4.00 6"Sch 10 Len 1.0 C= 120 Pt 15) 34.584 6.3570 T Ftg 37.7 - Pe 0.433 15 5.00 FR 261.8 0.00234 Pf 0.091 Total 38.7 8 4.00 6"Sch 10 Len 3.0 C= 120 Pt 14) 35.108 (14)DRY SYS START(269. 6.3570 0 Ftg 0.0 Pe 0.000 5)ELV 14 4.00 FR 261.8 Total 3.0 0.00234 Pf 0.007 7 1.00 6"Sch 10 Len 3.0 C= 120 Pt 8) 35.115 6.3570 E Ftg 17.6 Pe 1.299 8 4.00 FR 261.8 Total 20.6 0.00234 Pf 0.048 6 0.00 6"Sch 40 Len 1.0 C= 120 Pt 7) 36.462 6.0650 CV Ftg 32.0 Pe 0.433 7 too FR 261.8 Total 33.0 0.00295 Pf 0.097 5 -4.00 6"DI Len 14.0 C. 14o Pt 6) 36.992 (6)BOR 5.8903 T,E Ftg 50.8 Pe 1.732 6 0.00 UN 261.8 Total 64.8 0.00255 Pf 0.165 4 1.00 8"DI Len 75.0 C= 140 Pt 5) 38.890 8.4500 T Ftg 61.5 - Pe -2.165 5 -4.00 UN 261.8 Total 136.5 0.00044 pf 0.060 © Copyright 2010 Sigma Development Group, Inc. Page 7 of 8 • ©� 8800 'EMPLETON ELEMENTARY SCHOOL Dashboard Nydrau/ics Pipe Information A# 10 DRY SYS-COVERERED PLAY From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ftAdded Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elft 2 Type Total in Total ft psi/ft Frict(Pf) psi 3 1.00 8"DI Len 16.0 C= 140 Pt 4) 36.785 8.4500 E Ftg 31.6 — Pe 0.000 4 too UN 261.8Total 47.6 0.00044 Pf 0.021 i Len 1.0 Pt 3) 36.806 Febco 8"Detector Check Valve 2 1.00 s"DIC= 140 Model 800:Loss=2.00 (E)8" 8.4500 DCA Ftg 0.0 Pe 0.000 BACKFLOW(267-0)ELV 3 1.00 UN 261.8Total 1.0 0.00044 pf 0.000 0 4.00 r DI Len 30.0 C= 140 Pt 2) 38.806 FLOW TEST(270-0)ELV 8.4500 T,GV,2E Ftg 131.7 Pe -1.299 2 1.00 UN 261.8Total 161.7 0.00044 Pf 0.071 Total Pressure at Node 0) 37.578 psi © Copyright 2010 Sigma Development Group, Inc. Page 8 of 8