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F/°S2o.2o-a'oo9 SOUND FIRE PROTECTION INC. RECEIVED 10772 SE WY 2212 4,e CLACKAMAS,OR 97015 !'AN 2 2 2020 OFFICE (503) 655-3775 OR cca#70003 r WA REG aSQUNDrPOSSQL CITY OF TIGARD "BUILDING DIVISION SOUND FIRE PROTECTION, INC 10772 SE HWY 212 CLACKAMAS, OR 97015 (503) 655-3775 AUTOMATIC FIRE SPRINKLER DIVISON 21-00-00 PERMIT SUBMITTAL For TWALITY MIDDLE SCHOOL 14650 SW 97TH TIGARD,OR 97224 ft.ucruA, t Y Ilk OFFICE COPY Ii Ilt i r IA �,,c,4 ft V ' ii RENEWAL DEC..31,2D la MEILYVER ENGINEERING AND DESIGN 7950 SE 106th, Portland, Oregon 97266 Ph. 503 705 5283 Fax 503.482.7449 TroyL4 Lyver-EAD.com wwwlyver-EAD.com TABLE OF CONTENTS 1. HYDRAULIC/SWAY BRACE CACULATIONS 2. SPRINKLER HEAD MANUFACTURES DATA Sound Fire Protection, INC. 10772 SE HWY 212 CLACKAMAS, OR 97015 PHONE: (503) 655-3775 FAX: (503) 655-2990 1. HYDRAULIC CALCULATIONS SWAY BRACE CALCULATIONS WYATT FIRE PROTECTION, INC. 9095 S.W.Burnham Tigard, OR 97223 Fire Hydrant Fire Flow PROJECT Templeton - Twality Schools 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 sv:a t r R , {tukai`a,r _ � I i.,� .A-t w'Y,', ro+V xiu#yxi t} HYDRANT SW 97th Ave. & Murdock St. LOCATION STATIC 48 RESIDUAL 46 DATED 7-10-17 WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Mike Sayti • r Vi m: ' I -. _," • 74 • >. 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HYDRAULIC INFORMATION ONLY - 8" EXISTING BACKFLOW ES-A-3000SS Series 3000SS A M E S Double Check Detector Assemblies FIRE&WATERWORKS Sizes: 21/2" — 12" (65—300mm) 3000SS11 Features A • Patented Cam-Check Assembly valve provides low head loss . • Short lay length is ideally suited forte retrofit installations • Stainless Steel body is half the weight of competitive designs reducing installation and shipping cost • Stainless steel construction provides long term corrosion protection and Series 3000SS Double Check Detector Assemblies are designed for use in accordance maximum strength with water utility non-health hazard containment requirements. It is mandatory to • Single top access cover with two-bolt prevent the reverse flow of fire protection system substances, i.e.,glycerin wetting grooved style coupling for ease of agents,stagnant water and water of non-potable quality from being pumped or maintenance siphoned into the potable water supply. • No special tools required for servicing • Compact construction allows for Specifications smaller vaults and enclosures A Double Check Detector Assembly shall be installed on fire protection systems when • Furnished with 5/S'x'/a" bronze meter connected to a potable water supply. Degree of hazard present is determined by the (gpm or cfm) local authority having jurisdiction.The main valve body shall be manufactured from • Detects underground leaks and 300 Series stainless steel to provide corrosion resistance, 100%lead free through the unauthorized water use waterway.The double check detector assembly consists of two independently operating, • Maybe installed horizontal or vertical spring loaded check valves,two UL, FM,OSY resilient seated gate valves,and bypass "flow up"position assembly.The bypass assembly consists of a meter(cubic ft.or gallons),a double check including shutoff valves and required test cocks. Each cam-check shall be internally Available Models loaded and provide a positive drip tight closure against reverse flow.Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable Suffix: seat.There shall be no brass or bronze parts used within the cam-check valve LG -less shutoff valves assembly.The check valve seats shall be of molded thermoplastic construction.The OSY -UUFM outside stern and yoke use of seat screws as a retention method is prohibited.All internal parts shall be resilient seated gate valves accessible through a single cover on the valve assembly.The valve cover shall be held OSY FxG -flanged inlet gate connection and in place through the use of a single grooved style two-bolt coupling.The bypass line grooved outlet gate connection shall be hydraulically sized to accurately measure low flow.The bypass line shall con- OSY GxF -grooved gate sist of a meter,a small diameter double check assembly with test cocks and isolation and grooved inlet outlet cte e connection valves.The bypass line double check valve shall have two independently operating lion modular poppet check valves,and top mounted test cocks.The assembly shall be an OSY GxG -grooved inlet gate connection and Ames 3000SS. grooved outlet gate connection Materials CFM -cubic feet per minute GPM -gallons per minute meter All internal metal parts:300 Series stainless steel,Main valve body:300 Series stainless Post indicator plate and operating nut steel, assembly:Noryle Flange dimension in accordance with AWWA Class D. available-consult factory Noryl®is a registered trademark of General Electric Company. Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Ames product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Technical Service.Ames 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 Ames products previously or subsequently sold. www.amesfirewater.com Pressure — Temperature Standards Temperature Range:33°F—110°F(0.5°C—43°C) ASSE 1048,AWWA C510-92,CSA B64.5, UL 1469 Maximum Working Pressure: 175psi(12 bar) Approvals Capacity UL Classified(OSY only),FM(sizes 21/2"—10",OSY only) Flow curves as tested by Underwriters Laboratory per UL 1469, 0.ssi,.,4 1996. *Rated flow**UL Tested ® 0Approves 0P4 psi 2'/2"(65mm) * ** kPa psi 6"(150mm) * ** 83 12 103 15 69 10 y 69 8 ^^ ./ 83 12 62 41 6 \ 41 9 28 4 41 6 14 2 21 3 ��� 0 25 50 100 150 200 250 300 350 400 450 500 525 gpm 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 1995 Ipm 380 760 1140 1520 1900 2280 2660 3040 342D 3800 4180 4560 4940 5320 5700 1pm 15 MS 5 10 15 Ips 4.6 mps 1.5 3 4.6 mps kpa psi 3"(80mm) * ** kpa psi 8"(200mm) * ** 83 12 83 12 69 10 62 9 . 55 8 41 6 41 6 //'1�� '--. 28 4 �•- 21 3 / ��_��f� 14 2 0 25 50 100 150 200 250 300 350 400 450 500 550 600 gpm 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 2090 2280 Ipm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 Ipm 15 Ips 5 ID 15 fps 4.6 mps 1.5 3 4.6 mpg kpa psi 4"(100mm) * ** k8a psi ill t2.JGnHI1 103 15 103 15 83 12 83 12 62 9 9 41 6 41 6 /'� 21 3 �..�� 21 3 / 0 9 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 Wm 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 3000 3500 gpm 171 380 570 760 950 1140 1330 1520 1170 1900 2090 2280 2470 26602850 Ipm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 11400 13300 Ipm 5 10 15 Ms 5 10 Ms 1.5 3 4.6 mps 1.5 3 mps 12"(300mm) kPa psi 110 16 97 14 II 83 12 L ti �. 10 I .� iGnI (Open) 55 -arm_ a. ��.D 41 6 Q....... n PO o. 28 4 ° 14 2 �I o O o 0 500 1000 1500 2000 2500 3000 3500 4000 4500 gpm 1900 3800 5700 7600 9500 11400 13300 15200 '.7100 Ipm o ° 5 10 Ips (. I I P 15 3 mps A SIZE(ON) DIMENSIONS NET WEIGHT NET WEIGHT A C COSY) O G L P w/Gates w/o Gates in. mm in. mm on. mm in. mm in. mm in. noon in. mm lb. kg. lb. kg. 21/2 65 37 965 163/s 416 31h 89 10 250 22 559 121h 318 155 70 68 31 3 80 38 965 187/o 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 223/4 578 41h 114 10 250 22 559 141V2 368 240 109 73 33 6 150 481L 1232 301/8 765 5V2 140 15 381 271/2 699 15'h 394 390 177 120 54 8 200 521/2 1334 373/4 959 63/4 171 15 381 291/2 749 181h 464 572 259 180 82 10 250 551/2 1410 453/4 1162 8 200 15 381 29V2 749 191/2 495 774 351 190 86 12 300 571/2 1461 531/6 1349 9V2 241 15 381 291/2 749 21 533 1044 474 220 100 A . i.aU,,O,Nc A M E S '' M9001-2000 FIRE&WATERWORKS www.amesfirewater.com meMetai. CERTIFIED A Watts Water Technologies Company USA: Backflow-1427 N.Market 31vd•Suite#9•Sacramento,CA 95834•T:916-928-0123•F:916-928-9333 Control Valves-18550 Hansen Road•Houston,TX 77075•T:7 13-943-0688•F:713-944-9445 Canada: 5435 North Service Rd.•Burlington,ONT.L7L 5H7•T:905-332-4090•F:905-332-7068 ES-A-3000SS 0936 ©2009 Ames Fire 8,Waterworks tqicc Fire & Building Products Technical Services: Tel: (800) 381-9312/Fax: (800)791-5500 Model BFV-N Butterfly Valve Grooved End 2-1/2 Inch - 10 Inch (DN65 - DN250) General Technical Description Data The Model BFV-N Grooved End But- Model terfly Valves(Ref. Figure 1)are indicat- BFV-N ingtype valves designed for use in fire YP, 9 Sizes:ANSI Inches/DN protection systems where a visual in- 2-1/2(DN65),3(DN80), - dication is required as to whether the 4(DN100),5 DN125), valve is open or closed.They are used, 6(DN150), 8(DN200), 10(DN250) for example,as system,sectional,and Approvals ` , pump water control valves.They have The 2-1/2 through 10 inch (DN65 - cut groove inlet and outlet connections DN250) Model BFV-N Grooved End that are suitable for use with grooved Butterfly Valves are UL and C-UL List- end pipe couplings that are listed and ed and FM Approved. approved for fire protection systems. In addition,the Model BFV-N Grooved For applications requiring supervision End Butterfly Valves are listed by the of the open position of the valve, the California State Fire Marshall under Gear Operators for the Model BFV-N Listing No.7770-1670:100. Butterfly Valves are provided with two sets of factory installed internal All laboratory listings and approvals are switches each having SPOT contacts. for indoor and outdoor use. Friction Loss The supervisory switches transfer their The approximate friction loss, based p Y Maximum Working Pressure on the Hazen Williams formula and ex- electrical contacts when there is move- •2-1/2-8 Inch(DN65-DN200): pressed in equivalent length of pipe ment from the valve's normal open po- 300 psi (20,7)bar with C= 120, is as follows.The data is sition during the first two revolutions of • 10 Inch DN250 handwheel. 175psi ( bar) based ontfriction loss information ofi15 col- the (12,0 lected at a typical flow rate of 15 feet WARNINGS Materials of Construction: per second. The Model BFV-N Grooved End But- Body •6.9 feet of 2-1/2 inch Sch. 40 pipe terfly Valves described herein must be Ductile iron conforming to ASTM A-395 for the 2-1/2 inch valve. installed and maintained in compliance Body Coating •8.7 feet of 3 inch Sch. 40 pipe for with this document,as well as with the Polyamide the 3 inch valve. applicable standards of the National Disc •4.5 feet of 4 inch Sch. 40 pipe for Fire Protection Association,in addition Ductile iron conforming to ASTM A-395 the 4 inch valve. to the standards of any other authori- Disc Seal •6.6 tact of 5 non bcll au pipe for ties having jurisdiction. Failure to do Grade EPDM"E"encapsulated rubber the 5 inch valve. so may impair the performance of conforming to ASTM D-2000 • 11.1 feet of 6 inch Sch. 40 pipe for these devices. Upper&Lower Stem the 6 inch valve. The owner is responsible for maintain- ing their fire protection system and de- Type 416 Stainless Steel conforming • 10.2 feet of 8 inch Sch.30 pipe for 582 vices in proper operating condition. to ASTM lug the 8 inch valve. The installing contractor or sprinkler Lower Plug • 12.1 feet of 10 inch Sch.30 pipe for manufacturer should be contacted PVC the 10 inch valve. with any questions. Operator Gear operator with iron housing Page 1 of 4 MAY, 2007 TFP151O 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 i.[ Bending Diameter Pipe,ft psi(kPa)/psi (kPa) Radius) FM UL 2024,2024H 1 1/2(1.27) 2(0.6) 3 3.5,11 11 300°(148°) 175(1205)/300(2068). 5.62 2036,2036H 1 1/2(1.27) 3(0.9) 3 4.8,19 16 _.. 300°(148°) 175(1205)/300(2068) 5.62 2048,2048H 1 1/2(1.27) 4(1.2) 4 6.8,21 24 300°(148°) 175(1205)/300(2068) 5.62 9A6n 9fRn11 "424.1 2 Y 54 .._/.. a R. u �. In0•0(.1.4a0) I70/17l14/2nnnfi9) c F° .. `''' 2072,2072H 1 1/2(1.27) 6(1.8) 4 8 9 27.5 35 3000(1480) 175(1205)/300(2068) 5.62 2024 75,2024H 75 1 3/4(1.90) 2(0.6) 3 7.8, 15.3 12 3000(1480) 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 .. ........._^i_.__ 2048 75, 2048H 75 1 3/4(1.90) 4(1.2) 4 17.9, 32.1 23 3000(148°) 175(1205)/300(2068) 14.0 p IOnion 7C, 9nanu 9a 1 1//.(1 On) C(1 91 lot` 16(. 9n 2nn°/v0°) 1lc(19na)/2nn(9na9)... 1L n .... I 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 3000(1480) 175(1205)/300(2068) 5.62 2036E,2036HE 1 1/2(1.27) 3(0.9) 3 6.8,21 23 3000(1480) 175(1205)/300(2068) 5.62 ,1' 2048E,2048HE 1 1/2(1.27) 4(1.2) 4 8.8,23 27 300°(148°) 175(1205)/300(2068). 5.62 r" ; 2060E,2060HE 1 1/2(1.27) 5(1.5) 4 10.5, 26 32 3000(1480) 175(1205)/300(2068) 5.62 .a 2072E,2072HE 1 1/211 27) 6(1.8 1_ 10.9,29.5 35 300°(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 'y 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 3000(1480) 175(1205)/300(2068) 14.0 2060E 75,2060HE 75 1 3/4(1.90) 5(1.5) 4 21.9,37. 29 300°(148°) 175(1205)/300(2068) 14.0 2072E 75,2072HE 75 1 3/4 1,90) 6(1.8) 4 26.3,44.9 32 300°(148° 175 1205)/300(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 3000(1480) 175(1205)/300(2068) 5.62 2072F 1.25 1/2(5.6) 6(1.8) 4 7.7 3000(1480) 175(1205)/300(2068) 5.62 In _.� 2036F75 1.25 3/4(14) 3(0.9) 3 2.5 300°(148°) 175(1205) 14.0 2048175 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 3000(1480) 175(1205) 14,0 'A3 _.. 2036E100 1.25 1(14) 3(0.9) 3 3.0 300°(148°) 175(1205) 22.444 m„m. 2048E100 1.25 1(14) 4(1.2) 4 4.6 3000(148°) 175(1205) 22.4 s 2072F100 1.25 1(14) 6(18) _. 4 6.7 300°(148°) 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'A"internal hose diameter. FlexHead products are intended for use in hydraulically designed wet,pre-action,deluge or dry pipe sprinkler connections per NFPA 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). OFFICE COPY 880( Dash board Hydraulics Summary Sheet ydratMcs Project Information Calculation Date: 1/7/20209:17:O8AM TWALITY MIDDLE SCHOOL system ID SYS#1 drawing ref FP-2.20 REMOTE AREA-#1 CLASS RM. building BLD.A&B 14650 SW 97TH AVE construction V-B TIGARD OR 97224 occupancy GROUP E contract# 3048-19 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 1205 ft2 hazard LIGHT HAZARD CLACKAMAS,OR 97015 spr coverage 168ft' sprs flowing 9 figure 11.2.3.2.3.1 calculated by M.McNEIL calc'd volume 1,887.3 gal curve telephone 503-655-3775 fax 503-655-2990 Flow Test email MCNEIL@SOUNDFIREPRO.COM staticpressure 48.00 psi Sprinklers in Remote - residual pressure 40.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 9 RELIABLE F1FR RA1414 1/2 5.6 elevation from ff 292.00 ft date&time of flow test 7-10-2017 location of flow test 14650 SW 97TH AVE TIGARD,OR 80 ,Supply / Demand Graph 47.43 psi available at Sprinkler Demand of 36.43 psi with 70 Total System Flow of 254.3 GPM ._ Margin: +23.2% f Q u) W d 30 — m 20 10 _. N1.85 0 1 254.3 GPM 0 50 100 150 200 250 300 Water Flow (GPM) • Demand at sprinkler and interior hose flows 0 Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 13 ArA 0800 TWALITY MIDDLE SCHOOL Dashboard hydraulics Supply Analysis REMOTE AREA-#1 CLASS RM. / Source Static Residual QuantityPressure Total Total Node /Pressure /Pressure /Flowing vailable System Pressure Flow Required Zero 48.00 psi 40.00 psi 1,060.0 GPM 47.43 psi 254.3 GPM 36.43 psi Sprinkler Flow: 154.3 GPM Additional Flows: None Hose Flow at Zero: 100.0 GPM Total System Flow: 254.3 GPM Maximum velocity in pipe 151 -152 is 9.1 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 193 301.0 Sprinkler 5.60 17.00 9.22 17.00 REM#1 SYS#1 FLEXIBLE DROP 192 301.0 Sprinkler 5.60 17.00 9.22 17.00 REM#1 SYS#1 FLEXIBLE DROP 194 301.0 Sprinkler 5.60 17.00 9.27 17.05 REM#1 SYS#1 FLEXIBLE DROP 190 301.0 Sprinkler 5.60 17.00 9.29 17.07 REM#1 SYS#1 FLEXIBLE DROP 189 301.0 Sprinkler 5.60 17.00 9.29 17.07 REM#1 SYS#1 FLEXIBLE DROP 191 301.0 Sprinkler 5.60 17.00 9.34 17.12 REM#1 SYS#1 FLEXIBLE DROP 187 301.0 Sprinkler 5.60 17.00 9.57 17.32 REM#1 SYS#1 FLEXIBLE DROP 186 301.0 Sprinkler 5.60 17.00 9.57 17.32 REM#1 SYS#1 FLEXIBLE DROP 188 301.0 Sprinkler 5.60 17.00 9.62 17.37 REM#1 SYS#1 FLEXIBLE DROP 0 292.0 Hose@Zero 36.43 100.0 O Copyright 2010 Sigma Development Group, Inc. Page 2 of 13 ©8800 TWALITY MIDDLE SCHOOL Pipe Information REMOTE AREA-#1 CLASS RM. 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 183 305.50 1"Sch 40 Len 40.0 C= 120 Pt 193) 9.216 DROP1 SYS#1 FLEXIBLE 1.0490 T,E Ftg 7.0 Pe -1.949 193 301.00 BN1 17.0 Total 47.0 0.09634 pf 4.528 180 305.50 VA"Sch 10 Len 11.0 C= 120 Pt 183) 11.795 1.6820 0 Ftg 0.0 Pe 0.000 183 305.50 BN1 17.0 Total 11.0 0.00967 pf 0.106 Total Pressure at Node 180) 11.901 psi 184 305.50 1"Sch 40 Len 40.0 C= 120 Pt 194) 9.268 DROP SYS#1 FLEXIBLE 1.0490 T,E Ftg 7.0 Pe -1.949 194 301.00 BN1 17.0 Total 47.0 0.09685 pf 4.552 . 181 305.50 1%"Sch 10 Len 11.0 C= 120 Pt 184) 11.871 1.6820 0 Ftg 0.0 Pe 0.000 184 3o5.so BN1 17.0 Total 11.0 0.00972 pf 0.107 Total Pressure at Node 181) 11.978 psi 182 305.50 1"Sch 40 Len 40.0 C= 120 Pt 192) 9.219 DROP1 SYS#1 FLEXIBLE 1.0490 T,E Ftg 7.0 Pe -1.949 192 301.00 BN1 17.0 Total 47.0 0.09638 pf 4.530 , . 179 305.50 1%"Sch 10 Len 11.0 C= 120 Pt 182) 11.801 1.6820 0 Ftg 0.0 Pe 0.000 182 305.so BN1 17.0 Total 11.0 0.00967 Pf 0.106 Total Pressure at Node 179) 11.907 psi 181 305.50 1"Sch 40 Len 40.0 C= 120 Pt 191) 9• 2 DROP1 SYS#1 FLEXIBLE 1.0490 T,E Ftg 7.0 pe -1.949 191 301.00 BN1 17.1 Total 47.0 0.09755 Pf 4.585 178 305.50 1v; Sch 10 17.0 Len 11.5 C= 120 Pt 181) 11.978 1.6820 0 Ftg 0.0 Pe 0.000 181 305.50 BN1 34.2 Total 11.5 0.03515 Pf 0.404 Total Pressure at Node 178) 12.383 psi 180 305.50 1"Sch 40 Len 40.0 C= 120 Pt 190) 9•289 DROP1 SYS#1 FLEXIBLE 1.0490 T,E Ftg 7.0 Pe -1.949 190 301.00 BN1 17.1 Total 47.0 0.09705 Pf 4.561 177 305.50 iv;'Sch 10 17.0 Len 11.5 C= 120 Pt 180) 11.901 1.6820 0 Ftg 0.0 pe 0.000 180 305.50 BN1 34.1 Total 11.5 0.03497 pf 0.402 Total Pressure at Node 177) 12.304 psi © Copyright 2010 Sigma Development Group, Inc. Page 3 of 13 ilOW ©, 88�00- TWALITY MIDDLE SCHOOL Dash .aHr* um Pipe Information REMOTE AREA-#1 CLASS RM. From Elev1 Pipe ID Flows Length f 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 179 305.50 1"Sch 40 Len 40.0 C= 120 Pt 189) 9.293 DROP?SYS#1 FLEXIBLE 1.0490 T,E Ftg 7.0 Pe -1.949 189 301.00 BN1 17.1 Total 47.0 0.09708 Pf 4.563 • 176 305.50 1%"Sch 10 17.o Len 11.5 C= 120 Pt 179) 11.907 1.6820 0 Ftg 0.0 Pe 0.000 179 305.50 BN1 34.1 Total 11.5 0.03498 Pf 0.402 Total Pressure at Node 176) 12.309 psi 178 305.50 1"Sch 40 Len 40.0 C=120 Pt 188) 9.619 DROP SYS#1 FLEXIBLE 1.0490 T,E Ftg 7.0 Pe -1.949 188 301.00 BN1 17.4 Total 47.0 0.10025 pf 4.712 175 30s.s0 1Y4"Sch 10 34.2 Len 3.0 C=120 Pt 178) 12.383 1.6820 E Ftg 4.9 Pe 0.000 178 305.50 BN1 51.5 Total 7.9 0.07520 Pf 0.598 165 303.50 11"Sch 10 Len 2.0 C= 120 Pt 175) 12.980 1.6820 T Ftg 9.9 Pe 0.866 175 305.50 NR1 51.5 Total 11.9 0.07520 Pf 0.895 Total Pressure at Node 165) 14.741 psi 177 305.50 1"Sch 40 Len 40.0 C= 120 Pt 187) 9.565 DROP SYS#1 FLEXIBLE 1.0490 T,E Ftg 7.0 Pe -1.949 187 301.00 BN1 17.3 Total 47.0 0.09972 pf 4.687 173 305.50 1W Sch 10 34.1 Len 3.0 C= 120 Pt 177) 12.304 1.6820 E Ftg 4.9 Pe 0.000 177 305.50 BN1 51.4 Total 7.9 0.07481 Pf 0.595 163 303.50 1 i, Sch 10 Len 2.0 C=120 Pt 173) 12.898 1.6820 T Ftg 9.9 Pe 0.866 173 305.50 NR1 51.4 Total 11.9 0.07481 pf 0.890 Total Pressure at Node 163) 14.655 psi 176 305.50 1"Sch 40 Len 40.0 C=120 Pt 186) 9.569 DREM#1 SYS#1 FLEXIBLE 1.0490 T,E Ftg 7.0 Fe -1.949 186 301.00 BN1 17.3 Total 47.0 0.09976 Pf 4.689 172 305.50 1vW"sch 10 34.1 Len 3.0 C=120 Pt 176) 12.309 1.6820 E Ftg 4.9 Pe 0.000 176 305.50 BN1 51.4 Total 7.9 0.07484 P1 0.595 162 303.50 1v; Sch 10 Len 2.0 C=120 Pt 172) 12.904 1.6820 T Ftg 9.9 Pe 0.866 172 305.50 NR1 51.4 Total 11.9 0.07484 P1 0.891 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 13 ©8500 TWALITY MIDDLE SCHOOL Dashboard ay Pipe Information REMOTE AREA-#1 CLASS RM. 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 Total Pressure at Node 162) 14.661 psi 164 303.50 2%"Sch 10 Len 9.0 C= 120 Pt 163) 14.655 2.6350 0 Ftg 0.0 Pe 0.000 163 303.50 CM6 38.0 Total 9.0 0.00482 pf 0.043 165 303.50 2%"Sch 10 Len 9.0 C=120 Pt 164) 14.698 2.6350 0 Ftg 0.0 Pe 0.000 164 303.50 CM6 38.0 Total 9.0 0.00482 Pf 0.043 166 303.50 2 Sch to 51.5 Len 73.0 C= 120 Pt 165) 14.741 2.6350 3E Ftg 24.7 Pe 0.000 165 303.50 CM6 89.6 Total 97.7 0.02350 pf 2.296 167 303.50 2'b^Sch 10 44.6 Len 32.0 C=120 Pt 166) 17.037 2.6350 0 Ftg 0.0 Pe 0.000 166 303.50 CM6 44.7 Total 32.0 0.00651 pf 0.208 203 303.50 2%"Sch 10 Len 113.0 C= 120 Pt 167) 17.245 2.6350 0 Ftg 0.0 Pe 0.000 167 303.50 CM6 44.7 Total 113.0 0.00651 Pf 0.735 211 306.00 1W Sch 10 -39.2 Len 2.5 C=120 Pt 203) 17.980 1.6820 T Ftg 9.9 Pe -1.083 203 303.50 RN2 5.6 Total 12.4 0.00123 Pf 0.015 215 306.00 1% Sch 10 Len 88.0 C= 120 Pt 211) 16.913 1.6820 T,E Ftg 14.8 Pe 0.000 211 306.00 BL2 5.6 Total 102.8 0.00123 Pf 0.126 214 306.00 2%"Sch 10 Len 12.5 C= 120 Pt 215) 17.039 2.6350 0 Ftg 0.0 Pe 0.000 215 306.00 CM8 5.6 Total 12.5 0.00014 pf 0.002 Total Pressure at Node 214) 17.041 psi 202 303.50 2%"Sch 10 Len 12.5 C= 120 Pt 203) 17.980 2.6350 0 Ftg 0.0 Pe 0.000 203 303.50 CM6 39.2 Total 12.5 0.00509 pf 0.064 210 306.00 1Yz'scn 10 -35.1 Len 2.5 C= 120 Pt 202) 18.044 1.6820 T Ftg 9.9 Pe -1.083 202 303.50 RN2 4.1 Total 12.4 0.00069 pf 0.009 214 308.00 1Yd'sch 10 Len 88.0 C= 120 Pt 210) 16.970 1.6820 T,E Ftg 14.8 - Pe 0.000 210 306.00 BL2 4.1 Total 102.8 0.00069 Pf 0.071 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 13 • 4©$$40 TWALITY MIDDLE SCHOOL wstr 800iKs Pipe Information REMOTE AREA-#1 CLASS RM. 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 213 306.00 2%"Sch 10 5.6 Len 12.5 C= 120 Pt 214) 17.041 2.6350 0 Ftg 0.0 Pe 0.000 214 306.00 CM8 9.6 Total 12.5 0.00038 Pf 0.005 Total Pressure at Node 213) 17.046 psi 201 303.50 2%"Sch 10 Len 12.5 C= 120 Pt 202) 18.044 2.6350 0 Ftg 0.0 Pe 0.000 202 303.50 CM6 35.1 Total 12.5 0.00415 pf 0.052 209 306.00 1'A"Sch 10 -32.6 Len 2.5 C= 120 Pt 201) 18.096 1.6820 T Ftg 9.9 Pe -1.083 201 303.50 RN2 2.5 Total 12.4 0.00028 Pf 0.003 213 306.00 1%"Sch 10 Len 88.0 C= 120 Pt 209) 17.017 1.6820 T,E Ftg 14.8 Pe 0.000 209 306.00 BL2 2.5 Total 102.8 0.00028 pf 0.029 212 306.00 2%"Sch 10 9.6 Len 12.5 C= 120 Pt 213) 17.046 2.6350 0 Ftg 0.0 Pe 0.000 213 306.00 CM8 12.2 Total 12.5 0.00058 Pf 0.007 208 306.00 VA"Sch 10 -11.2 Len 88.0 C= 120 Pt 212) 17.053 1.6820 T,E Ftg 14.8 Pe 0.000 212 306.00 BL2 1.0 Total 102.8 0.00005 Pf 0.005 200 303.50 1%"Sch 1a Len 2.5 C=120 Pt 208) 17.058 1.6820 T Ftg 9.9 Pe 1.083 208 306.00 RN2 1.0 Total 12.4 0.00005 pf 0.001 Total Pressure at Node 200) 18.141 psi 155 303.50 21'Sch to Len 49.0 C= 120 Pt 212) 17.053 2.6350 T,3E Ftg 41.2 Pe 1.083 212 306.00 CM8 11.2 Total 90.2 0.00050 Pf 0.045 Total Pressure at Node 155) 18.181 psi 153 303.50 2'h"Sch 10 Len 160.0 C= 120 Pt 166) 17.037 2.6350 2T,2E Ftg 49.4 Pe 0.000 166 303.50 CM7 44.8 Total 209.4 0.00653 Pf 1.367 Total Pressure at Node 153) 18.404 psi 200 303.50 2%"Sch/0 Len 12.5 C=120 Pt 201) 18.096 2.6350 0 Ftg 0.0 Pe 0.000 201 303.50 CM6 32.6 Total 12.5 0.00362 pf 0.045 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 13 ©8800 TWALITY MIDDLE SCHOOL Dashboard ewlw Pipe Information REMOTE AREA-#1 CLASS RM. 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 Elev2ft Type Total in Total ft psi/ft Frict(Pf) psi 154 303.50 21/2 Sch 10 1.0 Len 6.0 C= 120 Pt 200) 18.141 2.6350 T Ftg 16.5 Pe 0.000 200 303.50 CM6 33.6 Total 22.5 0.00382 pf 0.086 Total Pressure at Node 154) 18.227 psi 162 30150 2%"Sch 10 Len 9•0 C= 120 Pt 163) 14.655 2.6350 0 Ftg 0.0 Pe 0.000 163 303.50 CM6 13.3 Total 9.0 0.00069 Pf 0.006 161 303.50 2W Sch 10 51.4 Len 178.0 C= 120 Pt 162) 14.661 2.6350 E Ftg 8.2 Pe 0.000 162 303.50 CM6 64.7 Total 186.2 0.01289 pf 2.400 158 303.50 rig Sch 10 Len 54.0 C= 120 Pt 161) 17.061 2.6350 T,2E Ftg 32.9 Pe 0.000 161 303.50 CM6 64.7 Total 86.9 0.01289 Pf 1.121 Total Pressure at Node 158) 16.182 psi 156 303.50 2%"Sch 10 Len 26.0 C= 120 Pt 155) 18.181 2.6350 3E Ftg 24.7 Pe 0.000 155 303.50 CM5 0.7 Total 50.7 0.00000 Pf 0.000 157 305.50 2% Sch 10 Len 186.0 C= 120 Pt 156) 18.181 2.6350 4E Ftg 32.9 Pe -0.866 156 303.50 CM5 0.7 Total 218.9 0.00000 Pf 0.001 158 303.50 2W Sch 10 Len 17.0 C=120 Pt 157) 17.315 2.6350 5E Ftg 41.2 Pe 0.866 157 305.50 CM5 0.7 Total 58.2 0.00000 pf 0.000 159 303.50 2W Sch 10 64.7 Len 16.0 C= 120 Pt 158) 18.182 2.6350 0 Ftg 0.0 Pe 0.000 158 303.50 CM5 65.4 Total 16.0 0.01313 Pf 0.210 152 303.50 21/2 Sch 10 Len 28.0 C= 120 Pt 159) 18.392 2.6350 E Ftg 8.2 Pe 0.000 159 303.50 CM5 65.4 Total 36.2 0.01313 pf 0.476 Total Pressure at Node 152) 18.867 psi 154 303.50 2%"Sch 10 Len 87.0 C= 120 Pt 155) 18.181 2.6350 2E Ftg 16.5 Pe 0.000 155 303.50 CM5 10.5 Total 103.5 0.00045 pf 0.046 153 303.50 2% Sch 10 33.6 Len 28.0 C= 120 Pt 154) 18.227 2.6350 0 Ftg 0.0 Pe 0.000 154 303.50 CM5 44.1 Total 28.0 0.00633 pf 0.177 © Copyright 2010 Sigma Development Group, Inc. Page 7 of 13 ©8800 TWALITY MIDDLE SCHOOL Pipe Information REMOTE AREA-#1 CLASS RM. From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ftAdded 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 152 303.50 2W Sch 10 44.8 Len 3.5 C= 120 Pt 153) 18.404 2.6350 T Ftg 16.5 Pe 0.000 153 303.50 CM5 88.9 Total 20.0 0.02318 Pf 0.463 Total Pressure at Node 152) 18.867 psi 142 288.50 4"Sch 10 Len 2.0 C= 120 141) 26.276 4.2600 0 Ftg 0.0 Pe 0.000 141 288.5o CM 20.3 Total 2.0 Len 150.0 0.00014 pf 0.000 145 288.50 VA"Sch 10 s.a C=120 Pt 142) 26.277 2.6350 5E,T Ftg 57.7 Pe 0.000 142 288.50 CM4 11.8 Total 207.7 0.00056 Pf 0.115 Total Pressure at Node 145) 26.392 psi 143 288.50 2%' Sch 10 Len 85.0 C= 120 Pt 142) 26.277 2.6350 2E Ftg 16.5 Pe 0.000 142 288.50 CM4 8.4 Total 101.5 0.00030 pf 0.030 144 288.50 T/s'sch 10 Len 184.0 C= 120 Pt 143) 26.307 2.6350 E Ftg 8.2 Pe 0.000 143 288.50 CM4 8.4 Total 192.2 0.00030 pf 0.057 145 288.50 ri,'sch 10 Len 70.0 C= 120 Pt 144) 26.364 2.6350 3E Ftg 24.7 Pe 0.000 144 288.50 CM4 8.4 Total 94.7 0.00030 Pf 0.028 146 288.50 2% Sch 10 11.8 Len 32.0 C=120 Pt 145) 26.392 2.6350 0 Ftg 0.0 Pe 0.000 145 288.50 CM4 20.3 Total 32.0 0.00150 Pf 0.048 140 288.50 2W Sch 10 Len 155.0 C= 120 Pt 146) 26.440 2.6350 E Ftg 8.2 Pe 0.000 146 288.50 CM4 20.3 Total 163.2 0.00150 Pf 0.245 Total Pressure at Node 140) 26.685 psi 140 288.50 4^Sch 10 Len 33.0 C=120 Pt 141) 26.276 4.2600 T,2E Ftg 52.7 Pe 0.000 141 288.50 CM 134.1 Total 85.7 0.00477 Pf 0.409 Total Pressure at Node 140) 26.685 psi 130 288.50 2W Sch 10 Len 161.0 C= 120 Pt 129) 27.362 2.6350 4E,T Ftg 49,4 Pe 0.000 129 288.50 CM3 20.7 Total 210.4 0.00156 pf 0.329 © Copyright 2010 Sigma Development Group, Inc. Page 8 of 13 E38800- TWALITY MIDDLE SCHOOL Dashboard Hydraulics Pipe Information REMOTE AREA-#1 CLASS RM. 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 Elev2ft Type Total in Total ft psi/ft Frict(Pf) psi 131 288.50 2W Sch 10 Len 60.0 C=120 Pt 130) 27.691 2.6350 E Ftg 8.2 - Pe 0.000 130 288.50 CM3 20.7 Total 68.2 0.00156 Pf 0.107 134 288.50 2W Sch 10 -8.9 Len 96.0 C=120 Pt 131) 27.798 2.6350 7,3E Ftg 41.2 Pe 0.000 131 288.50 CM3 11.8 Total 137.2 0.00056 pf 0.076 Total Pressure at Node 134) 27.874 psi 132 288.50 2Yz'scn 10 Len 45.0 C= 120 Pt 131) 27.798 2.6350 3E Ftg 24.7 Pe 0.000 131 288.50 CM3 8.9 Total 69.7 0.00033 Pf 0.023 133 288.50 2W'sch 10 Len 109.0 C=120 Pt 132) 27.821 2.6350 2E Ftg 16.5 Pe 0.000 132 288.50 CM3 8.9 Total 125.5 0.00033 pf 0.041 134 288.50 riz'scn 10 Len 31.0 C= 120 Pt 133) 27.862 2.6350 E Ftg 8.2 Pe 0.000 133 288.50 CM3 8.9 Total 39.2 0.00033 pf 0.013 135 288.50 2/z°Sch 10 11.8 Len 42.0 C=120 Pt 134) 27.874 2.6350 T Ftg 16.5 Pe 0.000 134 288.50 CM3 20.7 Total 58.5 0.00156 pf 0.091 128 286.50 2%"Sch 10 Len 29.0 C= 120 Pt 135) 27.966 2.6350 2E Ftg 16.5 Pe 0.866 135 288.50 CM3 20.7 Total 45.5 0.00156 Pf 0.071 Total Pressure at Node 128) 28.903 psi 128 286.50 a^Sch 10 Len 50.0 C=120 Pt 129) 27.362 4.2600 5E,T Ftg 92.2 Pe 0.866 129 288.so CM 133.6 Total 142.2 0.00475 Pf 0.675 Total Pressure at Node 128) 28.903 psi 119 303.50 2%"Sch 10 Len 27.0 C= 120 Pt 125) 22.261 2.6350 T Ftg 16.5 Pe 0.000 125 303.50 CM1 20.9 Total 43.5 0.00159 Pf 0.069 . 120 303.50 zY2'Sch 10 -7.3 Len 163.0 C= 120 Pt 119) 22.330 2.6350 T,2E Ftg 32.9 Pe 0.000 119 303.50 CM2 13.6 Total 195.9 0.00072 Pf 0.141 - 121 303.50 2 'sch 10 Len 60.0 C=120 Pt 120) 22.470 2.6350 5E Ftg 41.2 Pe 0.000 120 303.50 CM2 13.6 Total 101.2 0.00072 pi 0.073 © Copyright 2010 Sigma Development Group, Inc. Page 9 of 13 ©8800 TWALITY MIDDLE SCHOOL nasndmdH�da,as Pipe Information REMOTE AREA-#1 CLASS RM. 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 psitft Frict(Pf) psi 123 303.50 2W Sch 10 -5.6 Len 94'5 C= 120 Pt 121) 22.543 2.6350 T Ftg 16.5 Pe 0.000 121 303.50 CM2 8.0 Total 111.0 0.00027 Pf 0.030 Total Pressure at Node 123) 22.572 psi 122 303.50 2%;Sch 10 Len 42.5 C=120 Pt 121) 22.543 2.6350 2E Ftg 16.5 Pe 0.000 121 303.50 CM2 5.6 Total 59.0 0.00014 Pf 0.008 123 303.50 2%"Sch 10 Len 137.0 C= 120 Pt 122) 22.551 2.6350 2E Ftg 16.5 Pe 0.000 122 303.50 CM2 5.6 Total 153.5 0.00014 Pf 0.021 115 303.50 2Y�'Sch 10 8.0 Len 61.0 C=120 Pt 123) 22.572 2.6350 0 Ftg 0.0 Pe 0.000 123 303.50 CM2 13.6 Total 61.0 0.00072 pf 0.044 Total Pressure at Node 115) 22.616 psi 118 303.50 2W'sch 10 Len 80.0 C= 120 Pt 119) 22.330 2.6350 E Ftg 8.2 Pe 0.000 119 303.50 CM1 7.3 Total 88.2 0.00023 Pf 0.020 117 303.50 2%"Sch 10 Len 58.0 C= 120 Pt 118) 22.349 2.6350 E Ftg 8.2 Pe 0.000 118 303.50 CM1 7.3 Total 66.2 0.00023 pf 0.015 116 303.50 z% Sch 10 Len 69.0 C= 120 Pt 117) 22.364 2.6350 T Ftg 16.5 Pe 0.000 117 303.50 CM1 7.3 Total 85.5 0.00023 Pf 0.019 Total Pressure at Node 116) 22.384 psi 116 303.50 4"Sch 10 Len 26.0 C= 120 Pt 125) 22.261 4.2600 0 Ftg 0.0 Pe 0.000 125 303.50 CM 133.5 Total 26.0 0.00473 Pf 0.123 115 303.50 4' Sch 10 7.3 Len 5.0 C=120 Pt 116) 22.384 4.2600 T,E Ftg 39.5 Pe 0.000 116 303.50 CM 140.7 Total 44.5 0.00522 Pf 0.232 Total Pressure at Node 115) 22.616 psi 151 303.50 r/'sch 10 Len 2.0 C= 120 Pt 152) 18.867 2.6350 E Ftg 8.2 Pe 0.000 152 303.50 FM 154.3 Total 10.2 0.06427 pf 0.658 © Copyright 2010 Sigma Development Group, Inc. Page 10 of 13 ©8800 TWALITY MIDDLE SCHOOL ,a,d„' Pipe Information REMOTE AREA-#1 CLASS RM. From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside Elev2 GPM Diameter Fittings Fitting ft Friction Loss Elev(Pe) psi Notes To ft Type Total Total ft psi/ft Frict(Pf) psi 141 za9.so 4"Sch 10 Len 15.0 C= 120 Pt 151) 19.525 4.2600 T Ftg 26.3 Pe 6.495 151 303.50 FM 154.3 Total 41.3 0.00619 Pf 0.256 Total Pressure at Node 141) 26.276 psi 137 288.50 4"Sch 10 Len 85.0 C= 120 Pt 140) 26.685 4.2600 E Ftg 13.2 Pe 0.000 140 288.50 FM 154.3 Total 98.2 0.00619 Pf 0.608 136 288.50 4"Sch 10 Len 1.0 Pt 137) 27.293 a°METRA-EX:Los C=120 METRA-FLEX:Loss=0.03 4.2600 4MFLEX Ftg 0.0 pe 0.000 METRAFLEX PSI LOSS 137 288.50 FM 154.3 Total 1.0 0.00619 Pf 0.006 129 2sa.so a^Sch 10 Len 5.0 C= 120 Pt 136) 27.331 4.2600 0 Ftg 0.0 Pe 0.000 136 288.50 FM 154.3 Total 5.0 0.00619 pf 0.031 Total Pressure at Node 129) 27.362 psi 127 286.50 4^Sch 10 Len 18.0 C= 120 Pt 128) 28.903 4.2600 T,E Ftg 39.5 - - Pe 0.000 128 286.50 FM 154.3 Total 57.5 0.00619 Pf 0.356 126 303.50 4"Sch 10 Len 17.0 C= 120 pt 127) 29.259 DD TO 1ST FL 4.2600 E Ftg 13.2 Pe -7.361 127 2as.so FM 154.3 Total 30.2 0.00619 Pf 0.187 125 303.50 4"Sch io Len 2.0 C= 120 Pt 126) 22.085 4.2600 T Ftg 26.3 Pe 0.000 126 303.50 FM 154.3 Total 28.3 0.00619 Pf 0.176 Total Pressure at Node 125) 22.261 psi 113 303.50 4"Sch 10 Len 4.0 C= 120 Pt 115) 22.616 4.2600 E Ftg 13.2 Pe 0.000 115 303.50 FM 154.3 Total 17.2 0.00619 pf 0.106 112 303.50 4"Sch 10 Len 1.0 Pt 113) 22. 4"METRA-FLEX 4" C= 120 722 METRA-FLEX:Loss=0.03 4.2600 4MFLEX Ftg 0.0 Pe 0.000 METRAFLEX PSI LOSS 113 303.50 FM 154.3 Total 1.0 0.00619 pf 0.006 111 302.50 4"Sch 10 Len 105.0 C= 120 Pt 112) 22.760 4.2600 4E Ftg 52.7 Pe 0.433 112 303.50 FM 154.3 Total 157.7 0.00619 pf 0.977 110 307.00 4"Sch 10 Len 4.5 C= 120 Pt 111) 24.170 4.2600 E Ftg 13.2 Pe -1.949 111 302.50 FM 154.3 Total 17.7 0.00619 Pf 0.109 © Copyright 2010 Sigma Development Group, Inc. Page 11 of 13 13880C" TWALITY MIDDLE SCHOOL Dashboard rawlcs Pipe Information REMOTE AREA-#1 CLASS RM. 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 108 307.00 4"Sch 10 Len 3.0 C=120 Pt 110) 22.331 4.2600 E Ftg 13.2 Pe 0.000 110 307.00 FM 154.3 Total 16.2 0.00619 pf 0.100 107 319.00 4"Sch 10 Len 12.0 C= 120 Pt 108) 22.431 4.2600 E Ftg 13.2 Pe -5.196 108 307.00 FM 154.3 Total 25.2 0.00619 Pf 0.156 106 319.00 a"Sch to Len 50.0 C= 120 Pt 107) 17.391 4.2600 3E Ftg 39.5 Pe 0.000 107 319.00 FM 154.3 Total 89.5 0.00619 pf 0.554 105 304.50 4"Sch 10 Len 14.5 C= 120 Pt 106) 17.945 4.2600 E Ftg 13.2 Pe 6.279 106 319.00 FM 154.3 Total 27.7 0.00619 Pf 0.171 102 303.00 4"Sch 10 Len 11.5 C= 120 Pt 105) 24.395 4.2600 3E Ftg 39.5 Pe 0.650 105 304.50 FM 154.3 Total 51.0 0.00619 pf 0.316 101 301.00 4"Sch 10 Len 58.0 C=120 Pt 102) 25.361 4.2600 E Ftg 13.2 Pe 0.866 102 303.00 FM 154.3 Total 71.2 0.00619 pf 0.441 Pt 101 26.668 4"METRA-FLEX 4^ 100 301.00 4"Sch 10 Len 1.0 C= 120 ) METRA-FLEX:Loss=0.03 4.2600 4MFLEX Ftg 0.0 Pe 0.000 METRAFLEX PSI LOSS 101 301.00 FM 154.3 Total 1.0 0.00619 pf 0.006 10 296.50 4"Sch 10 Len 90.0 C=120 Pt 100) 26.706 4.2600 5E Ftg 65.8 Pe 1.949 100 301.00 FM 154.3 Total 155.8 0.00619 Pf 0.965 9 289.00 4"Sch 10 Len 16.0 C= 120 Pt 10) 29.619 BFV PSI LOSS 6 FT SCH 10 4.2600 Ftg 0.0 Pe 3.248 10 296.50 FR 154.3 Total 16.0 0.00619 pf 0.099 6 288.00 6"Sch 10 Len 5.0 pt g 32.966 CHECK L (6)TO C=120 ) BFV(SYSVA#1-9)VE OR(SYS#2-7)SYS 6.3570 T,E,CV Ftg 95.6 Pe 0.433 9 289.00 FR 154.3 Total 100.E 0.00088 pf 0.089 5 287.00 6"Sch 10 Len 1.0 C= 120 Pt 6) 33.488 (5)BOR 6.3570 0 Ftg 0.0 Fe 0.433 6 288.0o FR 154.3 Total 1.0 0.00088 Pf 0.001 3 292.00 s"of Len 255.0 C= 140 Pt 5) 33.921 5.8903 T,3EE,E Ftg 75.0 Pe -2.165 5 287.00 UN 154.3 Total 330.0 0.00096 Pf 0.317 © Copyright 2010 Sigma Development Group, Inc. Page 12 of 13 880O TWALITY MIDDLE SCHOOL Dashboard irydeg Pipe Information REMOTE AREA-#1 CLASS RM. From Elev1 Pipe ID Flows Length ft C Value Total(Pt) psi ft Added Inside Elev2 GPM Diameter Fittings Fitting ft Friction Loss Elev(Pe) psi Notes To ft Type Total Total ft psi/ft Frict(Pt) psi 2 292.00 8"DI AMES 3000SS 3000SS AMES: Len 1.0 C= 140 Pt 3) 32.074 Loss=4.34 (E)BACKFLOW 8.4500 AMESS Ftg 0.0 Total 1.0 Pe 0.000 3 292.00 UN 154.3 0.00017 Pf 0.000 0 292.00 8"DI Len 25.0 C= 140 Pt 2) 36.411 (ELV+2g2-0) 8.4500 T,GV Ftg 68.5 Pe 0.000 2 292.00 UN 154.3 Total 93.5 0.00017 Pf 0.016 Total Pressure at Node 0) 36.426 psi © Copyright 2010 Sigma Development Group, Inc. Page 13 of 13 z 880C TWALITY MIDDLE SCHOOL oasnt oaro xyd-::n, PLine Report REMOTE AREA-#1 CLASS RM. PLine Qty N1 N2 Pipe ID Die CVaI Fitting Tot Ftg Type Len Slope ELoss Spr Spr I Hose Notes No 1 In L ft ft ft psi GPM N. I GPM 1 1 0 2 8"DI 8.4500 140 T,GV 68.50 UN 25.00 0.00 0.00 100* iELV+29-O) (')Hose Flow at Zero 2 1 2 3 8"DI 8.4500 140 AMES8 UN 1.00 0.00 0.00 (E)BACKFLOW 3 1 3 5 6"DI 5.8903 140 7,3EE,E 74.98 UN 255.00 •5.00 -2.17 4 1 5 6 6"Sch 10 6.3570 120 0 FR 1.00 1.00 0.43 (5)BOR 5 1 6 9 6"Sch 10 6.3570 120 T,E,CV 95.56 FR 5.00 1.00 0.43 CIECK VALVE(6)TO SYS RN lSY541.111. 6 1 9 10 4"Sch 10 4.2600 120 FR 16.00 7.50 3.25 BFV PSI LOSS 6 Fr srmm 7 1 10 100 4"Sch 10 4.2600 120 5E 65.84 FM 90.00 4.50 1.95 8 1 100 101 4"Sch 10 4.2600 120 4MFLEX FM 1.00 0.00 0.00 METRAFLEX PSI I neA 9 1 101 102 4"Soh 10 4.2600 120 E 13.17 FM 58.00 2.00 0.87 10 1 102 105 4"Sch 10 4.2600 120 3E 39.50 FM 11.50 1.50 0.65 11 1 105 106 4"Sch 10 4.2600 120 E 13.17 FM 14.50 14.50 6.28 12 1 106 107 4"Sch 10 4.2600 120 3E 39.50 FM 50.00 0.00 0.00 J 13 1 107 108 4"Sch 10 4.2600 120 E 13.17 FM 12.00 -12.00 -5.20 14 1 108 110 4"Sch 10 4.2600 120 E 13.17 FM 3.00 0.00 0.00 15 1 110 111 4"Sch 10 4.2600 120 E 13.17 FM 4.50 -4.50 -1.95 16 1 111 112 4"Sch 10 4.2600 120 4E 52.67 FM 105.00 1.00 0.43 17 1 112 113 4"Sch 10 4.2600 120 4MFLEX FM 1.00 0.00 0.00 METRAFLEX PSI 18 1 113 115 4"Sch 10 4.2600 120 E 13.17 FM 4.00 0.00 0.00 19 1 115 116 4"Sch 10 4.2600 120 T,E 39.50 CM 5.00 0.00 0.00 20 1 116 125 4"Sch 10 4.2600 120 0 CM 26.00 0.00 0.00 21 1 116 117 21/2"Sch 10 2.6350 120 T 16.47 CM1 69.00 0.00 0.00 22 1 117 118 21/2"Sch 10 2.6350 120 E 8.24 CM1 58.00 0.00 0.00 23 1 118 119 21/1"Sch 10 2.6350 120 E 8.24 CM1 80.00 0.00 0.00 24 1 119 120 TA"Sch 10 2.6350 120 T,2E 32.95 CM2 163.00 0.00 0.00 25 1 120 121 21/2"Sch 10 2.6350 120 5E 41.19 CM2 60.00 0.00 0.00 26 1 121 122 21/2"Sch 10 2.6350 120 2E 16.47 CM2 42.50 0.00 0.00 © Copyright 2010 Sigma Development Group, Inc. Tuesday,January 07,2020 Page 1 of 5 PLine Qty N1 N2 Pipe ID Dia CVal Fitting Tot Ftg Type Len Slope ELoss Spr Spr Hose Notes No in I ft ft ft psi GPM K GPM 27 1 122 123 21/2'Sch 10 2.6350 120 2E 16.47 CM2 137.00 0.00 0.00 28 1 123 115 21/2'Sch 10 2.6350 120 0 CM2 61.00 0.00 0.00 29 1 121 123 2'/2'Sch 10 2.6350 120 T 16.47 CM2 94.50 0.00 0.00 30 1 119 125 21/2"Sch 10 2.6350 120 T 16.47 CM1 27.00 0.00 0.00 31 1 125 126 4"Sch 10 4.2600 120 7 26.33 FM 2.00 0.00 0.00 32 1 126 127 4"Sch 10 4.2600 120 E 13.17 FM 17.00 -17.00 -7.37 Do TO 1ST FL 33 1 127 128 4"Sch 10 4.2600 120 T,E 39.50 FM 18.00 0.00 0.00 34 1 128 129 4"Sch 10 4.2600 120 5E,T 92.17 CM 50.00 2.00 0.87 35 1 129 130 21/2"Sch 10 2.6350 120 4E,T 49.42 CM3 161.00 0.00 0.00 36 1 130 131 21/2'Sch 10 2.6350 120 E 8.24 CM3 60.00 0.00 0.00 37 1 131 132 21/2'Sch 10 2.6350 120 3E 24.71 CM3 45.00 0.00 0.00 38 1 132 133 21/2"Sch 10 2.6350 120 2E 16.47 CM3 109.00 0.00 0.00 39 1 133 134 21/2'Sch 10 2.6350 120 E 8.24 CM3 31.00 0.00 0.00 40 1 134 135 2'/2'Sch 10 2.6350 120 T 16.47 CM3 42.00 0.00 0.00 41 1 135 128 21/2"Sch 10 2.6350 120 2E 16.47 CM3 29.00 -2.00 •0.87 42 1 131 134 21/2"Sch 10 2.6350 120 7,3E 41.19 CM3 96.00 0.00 0.00 43 1 129 136 4"Sch 10 4.2600 120 0 FM 5.00 0.00 0.00 44 1 136 137 4"Sch 10 4.2600 120 4MFLEX FM 1.00 0.00 0.00 METRAFLEX PSI Inca 45 1 137 140 4"Sch 10 4.2600 120 E 13.17 FM 85.00 0.00 0.00 46 1 140 141 4"Sch 10 4.2600 120 T,2E 52.67 CM 33.00 0.00 0.00 47 1 141 142 4"Sch 10 4.2600 120 0 CM 2.00 0.00 0.00 48 1 142 143 21/2"Sch 10 2.6350 120 2E 16.47 CM4 85.00 0.00 0.00 49 1 143 144 2%"Sch 10 2.6350 120 E 8.24 CM4 184.00 0.00 0.00 50 1 144 145 2%"Sch 10 2.6350 120 3E 24.71 CM4 70.00 0.00 0.00 51 1 145 146 21/2"Sch 10 2.6350 120 0 CM4 32.00 0.00 0.00 52 1 146 140 21/2"Sch 10 2.6350 120 E 8.24 CM4 155.00 0.00 0.00 53 1 , 145 142 - 2%"Sch 10 2.6350 120 5E,T 57.66 CM4 150.00 0.00 0.00 © Copyright 2010 Sigma Development Group, Inc. Tuesday,January 07,2020 Page 2 of 5 PLine Qty Ni N2 Pipe ID Dia CVal Fitting Tot Ftg Type Len Slope ELoss; Spr Spr Hose Notes No in,, ft ft ft psi 1 GPM K GPM 54 1 141 151 4"Sch 10 4.2600 120 T 26.33 FM 15.00 15.00 6.50 55 1 151 152 21/2"Sch 10 2.6350 120 E 8.24 FM 2.00 0.00 0.00 56 1 152 153 2%"Sch 10 2.6350 120 T 16.47 CM5 3.50 0.00 0.00 57 1 153 154 21/2'Sch 10 2.6350 120 0 CM5 28.00 0.00 0.00 58 1 154 155 2%"Sch 10 2.6350 120 2E 16.47 CM5 87.00 0.00 0.00 59 1 155 156 21/2"Sch 10 2.6350 120 3E 24.71 CM5 26.00 0.00 0.00 60 1 156 157 21/2"Sch 10 2.6350 120 4E 32.95 CM5 186.00 2.00 0.87 61 1 157 158 2%"Sch 10 2.6350 120 5E 41.19 CM5 17.00 -2.00 -0.87 62 1 158 159 2%"Sch 10 2.6350 120 0 CMS 16.00 0.00 0.00 63 1 159 152 21/2'Sch 10 2.6350 120 E 8.24 CM5 28.00 0.00 0.00 64 1 158 161 2%"Sch 10 2.6350 120 7,2E 32.95 CM6 54.00 0.00 0.00 65 1 161 162 2%"Sch 10 2.6350 120 E 8.24 CM6 178.00 0.00 0.00 66 3 162 163 21/2"Sch 10 2.6350 120 0 CM6 9.00 0.00 0.00 '-- 162 163 2%"Sch 10 2.6350 120 0 CM6 9.00 0.00 0.00 -- 163 164 2'/2"Sch 10 2.6350 120 0 CM6 9.00 0.00 0.00 - 164 165 2Yz Sch 10 2.6350 120 0 CM6 9.00 0.00 0.00 67 1 165 166 2%"Sch 10 2.6350 120 3E 24.71 CM6 73.00 0.00 0.00 68 1 166 167 21/2"Sch 10 2.6350 120 0 CM6 32.00 0.00 0.00 69 1 154 200 2%"Sch 10 2.6350 120 T 16.47 CM6 6.00 0.00 0.00 70 3 200 201 2%"Sch 10 2.6350 120 0 CM6 12.50 0.00 0.00 200 201 2'%"Sch 10 2.6350 120 0 CM6 12.50 0.00 0.00 j- 201 202 2%*Sch 10 2.6350 120 0 CM6 12.50 0.00 0.00 i - 202 203 2'%"Sch 10 2.6350 120 0 CM6 12.50 0.00 0.00 71 1 203 167 2%"Sch 10 2.6350 120 0 CM6 113.00 0.00 0.00 72 1 166 153 21/2"Sch 10 2.6350 120 27,2E 49.42 CM7 160.00 0.00 0.00 73 1 155 212 2%"Sch 10 2.6350 120 T,3E 41.19 CMB 49.00 2.50 1.08 74 3 212 213 2%"Sch 10 2.6350 120 0 CMB 12.50 0.00 0.00 - 212 213 2Yz'Sch 10 2.6350 120 0 CMS 12.50 0.00 0.00 - 213 214 2%"Sch 10 2.6350 120 0 CMS 12.50 0.00 0.00 -- 214 215 2%"Sch 10 2.6350 120 0 CMB 12.50 0.00 0.00 © Copyright 2010 Sigma Development Group, Inc. Tuesday, January 07,2020 Page 3 of 5 PLine Qty N1 N2 Pipe ID Dia CVaI Fitting Tot Ftg Type Len I`Slope Eloss Spr Spr Hose Notes No j in ft ; ft ft psi GPM K GPM 75 4 200 208 1%"Sch 10 1.6820 120 T 9.90 RN2 2.50 2.50 1.08 -- 200 208 1/ Sch 10 1.6820 120 T 9.90 RN2 2.50 2.50 1.08 - 201 209 1/"Sch 10 1.6820 120 T 9.90 RN2 2.50 2.50 1.08 - 202 210 1%"Sch 10 1.6820 120 T 9.90 RN2 2.50 2.50 1.08 203 211 1'%"Sch 10 1.6820 120 T 9.90 RN2 2.50 2.50 1.08 76 4 208 212 11/2'Sch 10 1.6820 120 T,E 14.85 BL2 88.00 0.00 0.00 - 208 212 1Yz Sch 10 1.6820 120 T,E 14.85 BL2 88.00 0.00 0.00 -- 209 213 1%"Sch 10 1.6820 120 T,E 14.85 BL2 88.00 0.00 0.00 210 214 1%"Sch 10 1.6820 120 T,E 14.85 BL2 88.00 0.00 0.00 L 211 215 1%"Sch 10 1.6820 120 T,E 14.85 BL2 88.00 0.00 0.00 77 4 162 172 1%"Sch 10 1.6820 120 T 9.90 NR1 2.00 2.00 0.87 - 162 172 1W Sch 10 1.6820 120 T 9.90 NR1 2.00 2.00 0.87 I - 163 173 1'14"Sch 10 1.6820 120 T 9.90 NR1 2.00 2.00 0.87 - 164 174 1'/'Sch 10 1.6820 120 T 9.90 NR1 2.00 2.00 0.87 - 165 175 1%"Sch 10 1.6820 120 T 9.90 NR1 2.00 2.00 0.87 78 2 172 176 11/2"Sch 10 1.6820 120 E 4.95 BN1 3.00 0.00 0.00 172 176 1'W Sch 10 1.6820 120 E 4.95 BN1 3.00 0.00 0.00 - 173 177 114"Sch 10 1.6820 120 E 4.95 BN1 3.00 0.00 0.00 79 1 175 178 1%"Sch 10 1.6820 120 E 4.95 BN1 3.00 0.00 0.00 80 3 176 179 11/2-Sch 10 1.6820 120 0 BN1 11.50 0.00 0.00 176 179 1%"Sch 10 1.6820 120 0 BN1 11.50 0.00 0.00 - 177 180 1%"Sch 10 1.6820 120 0 BN1 11.50 0.00 0.00 -- 178 181 1%"Sch 10 1.6820 120 0 BN1 11.50 0.00 0.00 81 3 179 182 1Yz'Sch 10 1.6820 120 0 ` BN1 11.00 0.00 0.00 179 182 1%"Sch 10 1.6820 120 0 BN1 11.00 0.00 0.00 - 180 183 1%"Sch 10 1.6820 120 0 BN1 11.00 0.00 0.00 - 181 184 1'%"Sch 10 1.6820 120 0 BN1 11.00 0.00 0.00 82 9 176 186 1"Sch 40 1.0490 120 T,E 7.00 BN1 40.00 -4.50 -1.95 17.00 5.60 REM41 SYS#I Fl FKIRI F fPf1P 176 186 1"Sch 40 1.0490 120 T,E 7.00 BN1 40.00 -4.50 -1.95 17.00 5.60 REM#I SYS#1 FI FYIRI F f1Rf1P - 177 187 1"Sch 40 1.0490 120 T,E 7.00 BN1 40.00 -4.50 -1.95 17.00 5.60 REM%1SYS#1 Fl FYIRI F nPnP - 178 188 1"Sch 40 1.0490 120 T,E 7.00 BN1 40.00 -4.50 -1.95 17.00 5.60 REMa1 SYSs1 Fl FYIRI F PRf1P - 179 189 1"Sch 40 1.0490 120 T,E 7.00 BN1 40.00 -4.50 -1.95 17.00 5.60 REMO SYS#I FI FYIRI F nPf1P - 180 190 1"Sch 40 1.0490 120 T,E 7.00 BN1 40.00 -4.50 -1.95 17.00 5.60 REM#1 SYS#I Ri FYIRI F f11PfIP - 181 191 1"Sch 40 1.0490 120 T,E 7.00 BN1 40.00 -4.50 -1.95 17.00 5.60 REMa1 SYS#1 RI FYIRI F rl r1P 182 192 1"Sch 40 1.0490 120 T,E 7.00 BN1 40.00 -4.50 -1.95 17.00 5.60 REMk1 SYS#1 FI FYIRI F nRf1P -- 183 193 1"Sch 40 1.0490 120 T,E 7.00 BN1 40.00 -4.50 -1.95 17.00 5.60 REM#1 SYSFI FI FYIRI F IIPOP L 184 194 1"Sch 40 1.0490 120 T,E 7.00 BNi 40.00 -4.50 -1.95 17.00 5.60 REM#1 SYS#1 Fl FYIRI F fPf1P © Copyright 2010 Sigma Development Group, Inc. Tuesday, January 07,2020 Page 4 of 5 PLine Qty N1 N2 Pipe ID Dia CVal Fitting Tot Ftg Type Len Slope ELoss Spr Spr Hose Notes No in ft j ft ft psi GPM K GPM Water Supply Water Main Flow Test Booster Pump Static Pressure Residual Pressure Churn Replaced Pipe 48.00 psi 40.00 psi 0.00 psi 0-0 Qty Flowing Elevation Rated Pressure DischargeNode 1,060.0 GPM 292.00 ft 0.00 psi 0 Date and Time of Flow Test Location of Flow Test Rated Flow %Pressure %Flow 7-10-2017 14650 SW 97TH AVE 0.0 GPM 65 150 TIGARD,OR © Copyright 2010 Sigma Development Group, Inc. Tuesday,January 07,2020 Page 5 of 5 (OFFICE copy , 8880 Oasi,boartl NYtlraufres. Hydraulics Summary Sheet Project Information - Calculation Date: 1/7/2020 9:39:31 AM TWALITY MIDDLE SCHOOL system ID SYS#2 drawing ref FP-2.21B REMOTE AREA-#3 STAGE building BLD C&D 14650 SW 97TH AVE construction v-B TIGARD OR 97224 occupancy GROUP E contract# 3048-19 authority CITY OF TIGARD ,- Contractor Information - \ ,- Hydraulics Criteria Sound Fire Protection density .20 GPMIftr system type WET design std NFPA 13 2013 10772 SE HWY 212 remote area 1044 fr hazard ORDINARY 2 CLACKAMAS,OR 97015 spr coverage 104 ftz sprs flowing 11 figure 11.2.3.2.3.1 calculated by M.McNEIL calc'd volume 840.8 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 40.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 11 RELIABLE F1 FR LO R3612 3/4 8 elevation from ff 292.00 ft date&time of flow test 7-10-2017 location of flow test 14650 SW 97TH AVE TIGARD,OR S. 80 Remote Area #3 - STAGE AREA - Supply / Demand Graph 46.05 psi available at Sprinkler Demand of 36.01 psi with j 70 Total System Flow of 494.8 GPM __.... N Margin: +21.8% I 60 50 co cn cn D_ 30 } i S 20 - 10 N1.85 0 494.8 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 10 TWALITY MIDDLE SCHOOL ©$800 REMOTE AREA-#3 STAGE Dash a,,, ai„ks Supply Analysis (Remote Area#3-STAGE AREA) / Source Static/ r /FI / / TtalNode /Pressure Available Flow / T0t81 / Pressure Zero 48.00 psi 40.00 psi 1,060.0 GPM 46.05 psi 494.8 GPM 36.01 psi Sprinkler Flow: 244.8 GPM Additional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 494.8 GPM Maximum velocity in pipe 22-600 is 9.4 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 329 305.0 Sprinkler 8.00 22.00 7.56 22.00 325 305.0 Sprinkler 8.00 22.00 7.59 22.03 330 305.0 Sprinkler 8.00 22.00 7.60 22.06 328 305.0 Sprinkler 8.00 22.00 7.62 22.08 326 305.0 Sprinkler 8.00 22.00 7.63 22.09 324 305.0 Sprinkler 8.00 22.00 7.64 22.11 333 304.5 Sprinkler 8.00 22.00 7.82 22.37 332 304.5 Sprinkler 8.00 22.00 7.82 22.37 334 304.5 Sprinkler 8.00 22.00 7.94 22.55 331 305.0 Sprinkler 8.00 22.00 7.94 22.55 327 305.0 Sprinkler 8.00 22.00 7.97 22.58 0 292.0 Hose@Zero 36.01 250.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 10 • TWALITY MIDDLE SCHOOL 138800 REMOTE AREA-#3 STAGE o,s,b,,al p Pipe Information (Remote Area#3-STAGE AREA) From Elev1 Pipe ID Flows Length ft C Value Total (Pt) psi ft Added Inside Elev2 GPM Diameter Fittings Fitting ft Friction Loss Elev(Pe) psi Notes To ft Type Total Total ft psi/ft Frlct(Pf) psi 323 305.00 1"sch 40 Len 1.0 C=120 Pt 334) 7.943 1.0490 T Ftg 5.0 Pe -0.217 334 304.50 BN 22.5 Total 6.0 0.16244 Pf 0.975 Total Pressure at Node 323) 8.701 psi 322 305.00 1"sch 40 Len 1.0 C= 120 Pt 333) 7.821 1.0490 T Ftg 5.0 Pe -0.217 333 304.50 BN 22.4 Total 6.0 0.16013 pf 0.961 Total Pressure at Node 322) 8.566 psi 321 305.00 1^sch 40 Len 1.0 C= 120 Pt 332) 7.823 1.0490 T Ftg 5.0 Pe -0.217 332 304.50 BN 22.4 Total 6.0 0.16017 Pf 0.961 Total Pressure at Node 321) 8.568 psi 330 305.00 1W Sch 10 Len 11.0 C= 120 Pt 329) 7.562 1.6820 Ftg 0.0 Pe 0.000 329 305.0o BL3 9.9 Total 11.0 0.00353 pf 0.039 331 305.00 t'G°sch 10 22.1 31.9 Len 11.0 Cr 120 Pt 330) 7.601 1.6820 Ftg 0.0 Pe 0.000 330 305.00 BL3 Total 11.0 0.03102 Pt 0.341 318 305.00 1W sch 10 22.5 Len 8.0 Cr 120 Pt 331) 7.944 1.6820 Ftg 0.0 Fe 0.000 331 305.00 BL3 54.5 Total 8,0 0.08334 Pf 0.667 Total Pressure at Node 318) 8.610 psi 12 296.50 4'sch 10 Len 6.0 C= 120 Pt 13) 27.801 4.2600 E Ftg 13.2 Pe 0.000 13 296.50 NC 244.8 Total 19.2 0.01455 pf 0.279 Total Pressure at Node 12) 28.080 psi 308 304.50 11"sch 10 Len 0.5 C= 120 Pt 318) 8.610 1.6820 T Ftg 9.9 Pe 0.217 318 305.00 RN3 54.5 Total 10.4 0.08334 Pf 0.867 Total Pressure at Node 308) 9.694 psi 13 296.50 4•Sch 10 Len 22.0 C= 120 Pt 14) 27.098 4.2600 T Ftg 26.3 Pe 0.000 14 296.50 NC 244.8 Total 48.3 0.01455 pf 0.703 Total Pressure at Node 13) 27.801 psi © Copyright 2010 Sigma Development Group, Inc. Page 3 of 10 TWALITY MIDDLE SCHOOL 138800 REMOTE AREA -#3 STAGE ' / Pipe Information (Remote Area#3 - STAGE AREA) aashboanl Hydraulics From Elevl 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 psilft Frict(Pf) psi 328 305.00 1,,4"Sch to Len 11.0 C= 120 Pt 329) 7.563 1.6820 Ftg 0.0 Pe 0.000 329 305.00 BL3 12.1 Total 11.0 0.00518 pf 0.057 Total Pressure at Node 328) 7.620 psi 14 296.50 4"Sch to Len 5.0 C=120 Pt 15) 26.642 4.2600 T Ftg 26.3 Pe 0.000 15 296.50 NC 244.8 Total 31.3 0.01455 pf 0.456 Total Pressure at Node 14) 27.098 psi 313 305.00 lW Sch to Len 9.0 C=120 Pt 328) 7.620 1.6820 2T Ftg 19.8 Pe 0.000 328 305.00 BL3 34.2 Total 28.8 0.03525 Pf 1.015 Total Pressure at Node 313) 8.636 psi 15 296.50 4"Sch 10 Len 6.5 C=120 Pt 16) 23.542 4.2600 E Ftg 13.2 Pe 2.815 16 303.00 NC 244.8 Total 19.7 0.01455 Pf 0.286 Total Pressure at Node 15) 26.642 psi 303 302.00 1%"Sch to Len 3.0 C= 120 Pt 313) 8.635 1.6820 T Ftg 9.9 Pe 1.299 313 305.00 RN3 34.2 Total 12.9 0.03525 pf 0.455 Total Pressure at Node 303) 10.388 psi 16 303.00 4"Sch 10 Len 5.0 C= 120 Pt 17) 23.469 4.2600 0 Ftg 0.0 Pe 0.000 17 303.00 NC 244.8 Total 5.0 0.01455 pf 0.073 Total Pressure at Node 16) 23.542 psi 326 305.00 1W Sch to Len 11.0 C=120 Pt 325) 7.586 1.6820 Ftg 0.0 Pe 0.000 325 305.00 BL3 10.0 Total 11.0 0.00362 Pf 0.040 Total Pressure at Node 326) 7.625 psi 17 303.00 4"Sch to Len 7•5 C=120 Pt 18) 23.360 4.2600 0 Ftg 0.0 Pe 0.000 18 303.00 NC 244.8 Total 7.5 0.01455 pf 0.109 Total Pressure at Node 17) 23.469 psi 327 305.00 1%"Sch 10 Len 11.0 C= 120 Pt 326) 7.625 1.6820 Ftg 0.0 Pe 0.000 326 305.00 BL3 32.1 Total 11.0 0.03132 pf 0.344 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 10 TWALITY MIDDLE SCHOOL ©8$06" REMOTE AREA-#3 STAGE w Pipe Information (Remote Area#3- STAGE AREA) Dashboard Ilyelrawliar From Elev1 pin,.. ID Flows Length ft C Value Total (Pt) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Friction Loss To Elk 2 Type Total in Friction ft psi/ft Frict(Pf) psi Total Pressure at Node 327) 7.970 psi 18 303.00 4"Sch 10 Len 53.0 C= 120 Pt 19) 22.589 4.2600 0 Ftg 0.0 Pe 0.000 19 303.00 NC 244.8 Total 53.0 0.01455 pf 0.771 Total Pressure at Node 18) 23.360 psi 317 305.00 VA"Sch 10 Len 8.0 C= 120 Pt 327) 7.970 1.6820 Ftg 0.0 Pe 0.000 327 3os.00 BL3 54.7 Total 8.0 0.08392 pf 0.671 Total Pressure at Node 317) 8.641 psi 19 303.00 4"Sch 10 Len 106.0 C= 120 Pt 20) 21,210 4.2600 4E,2EE Ftg 63.2 Pe -1.083 20 300.50 NC 244.8 Total 169.2 0.01455 pf 2.461 Total Pressure at Node 19) 22.589 psi 307 304.50 1'/2"Sch 10 Len 0.5 C= 120 Pt 317) 8.640 1.6820 T Ftg 9.9 Pe 0.217 317 305.00 RN3 54.7 Total 10.4 0.08392 Pf 0.873 Total Pressure at Node 307) 9.729 psi 20 300.50 4"Sch 10 Len 3.0 Pt 21) 20.812 4°METRA-FLEX 4' C= 120 METRA-FLEX:Loss=0.35 4.2600 4MFLEX Ftg 0.0 Pe 0.000 21 300.50 NC 244.8 Total 3.0 0.01455 Pf 0.044 Total Pressure at Node 20) 21.210 psi 324 305.00 tv:"Sch 10 Len 11.0 C= 120 Pt 325) 7.585 1.6820 Ftg 0.0 Pe 0.000 325 305.00 BL3 12.0 Total 11.0 0.00510 Pf 0.056 Total Pressure at Node 324) 7.641 psi 21 300.50 4"Sch 10 Len 5.0 C=120 Pt 22) 20.739 4.2600 0 Ftg 0.0 Pe 0.000 22 300.50 NC 244.8 Total 5.0 0.01455 Pf 0.073 Total Pressure at Node 21) 20.812 psi 312 305.00 1%"Sch 10 Len 9.0 C=120 Pt 324) 7.641 1.6620 2T Ftg 19.8 Pe 0.000 324 305.00 BL3 34.1 Total 28.8 0.03512 pf 1.012 Total Pressure at Node 312) 8.652 psi © Copyright 2010 Sigma Development Group, Inc. Page 5 of 10 TWALITY MIDDLE SCHOOL 13$$00" REMOTE AREA-#3 STAGE oasnymaMdam� Pipe Information (Remote Area#3-STAGE AREA) 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 To ft Type Total Total ft psi/ft Frict(Pf) psi I 22 300.50 3"Sch 10 Len 23.0 C=120 Pt 600) 9.196 3.2600 5E Ftg 47.0 Pe 7.794 600 318.50 NC 244.8 Total 70.0 0.05353 pf 3.749 Total Pressure at Node 22) 20.739 psi 302 302.00 1%"Sch 10 Len 3.0 C= 120 Pt 312) 8.652 1.6820 T Ftg 9.9 Pe 1.299 312 305.00 RN3 34.1 Total 12.9 0.03512 pf 0.453 Total Pressure at Node 302) 10.404 psi 304 302.00 2v2'scn 10 Len 10.5 C=120 Pt 303) 10.390 2.6350 0 Ftg 0.0 Pe 0.000 303 302.00 CM3 10.7 Total 10.5 0.00046 pf 0.005 314 305.00 ty;'scn to Len 3.0 C=120 Pt 304) 10.394 1.6820 T Ftg 9.9 Pe -1.299 304 302.00 RN3 10.7 Total 12.9 0.00408 Pf 0.053 319 305.00 1Y;'scn 10 Len 50.0 C=120 Pt 314) 9.148 1.6820 2T Ftg 19.8 Pe 0.000 314 305.00 BL3 10.7 Total 69.8 0.00408 pf 0.285 309 304.50 VA"Sch 10 Len 0.5 C= 120 Pt 319) 9.433 1.6820 T Ftg 9.9 Pe 0.217 319 305.00 RN3 10.7 Total 10.4 0.00408 Pf 0.042 308 304.50 3"Sch 10 Len 10.5 C= 120 Pt 309) 9.692 3.2600 0 Ftg 0.0 Pe 0.000 309 304.50 CM33 10.7 Total 10.5 0.00016 Pf 0.002 307 304.50 3"Sch 10 54.5 Len 8.0 C= 120 Pt 308) 9,694 3.2600 0 Ftg 0.0 Pe 0.000 308 304.50 CM33 65.1 Total 8.0 0.00462 Pf 0.037 306 304.50 3"Sch 10 54.7 Len 8.5 C=120 Pt 307) 9.729 3.2600 0 Ftg 0.0 Pe 0.000 307 304.50 CM33 119.8 Total 8.5 0.01427 pf 0.121 Total Pressure at Node 306) 9.851 psi 323 305.00 1%"sch 10 Len 1(10 C= 120 Pt 322) 8.565 1.6820 0 Ftg 0.0 Pe 0.000 322 305.00 BL3 20.4 Total 10.0 0.01355 Pf 0.135 316 3os.o0 1W Sch 10 22.5 Len 7.0 C=120 Pt 323) 8.700 1.6820 0 Ftg 0.0 Pe 0.000 323 305.00 BL3 43.0 Total 7.0 0.05369 Pf 0.376 © Copyright 2010 Sigma Development Group, Inc. Page 6 of 10 :4 TWALITY MIDDLE SCHOOL ®88OO REMOTE AREA-#3 STAGE DashdverdHydraulcs Pipe Information (Remote Area#3- STAGE AREA) From Elev1 Pipe ID Flows Length ft C Value Total (Pt) psi ft Added Inside 1 GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes Elev2 in Friction Loss To ft Type Total Total ft psi/ft Frict(Pt) psi 306 304.50 11/2'sch to Len 0.5 C=120 Pt 316) 9.076 1.6820 T Ftg 9.9 Pe 0.217 316 305.00 RN3 43.0 Total 10.4 0.05369 pf 0.558 4 . 305 304.50 3'Sch 10 119.8 Len 8'5 C= 120 Pt 306) 9.851 3.2600 0 Ftg 0.0 Pe 0.000 306 304.50 CM33 162.8 Total 8.5 0.02516 pf 0.214 Total Pressure at Node 305) 10.065 psi 321 305.00 1Yi'scn to Len 11.0 C= 120 Pt 322) 8.565 1.6820 0 Ftg 0.0 Pe 0.000 322 305.00 BL3 2.0 Total 11.0 0.00018 pf 0.002 311 305.00 1%"Sch 10 22.4 Len 20.5 C= 120 Pt 321) 8.568 1.6820 0 Ftg 0.0 Pe 0.000 321 305.00 BL3 24.3 Total 20.5 0.01878 Pf 0.385 301 302.00 11/2'Sch to Len 3.0 C= 120 Pt 311) 8.953 1.6820 T Ftg 9.9 Pe 1.299 311 305.00 RN3 24.3 Total 12.9 0.01878 pf 0.242 Total Pressure at Node 301) 10.494 psi 302 302.00 rig^scn 10 Len 8.0 C= 120 Pt 303) 10.388 2.6350 0 Ftg 0.0 Pe 0.000 303 302.00 CM3 23.5 Total 8.0 0.00198 pf 0.016 301 302.00 21/2'sch 10 34.1 Len 8'5 C= 120 Pt 302) 10.405 2.6350 0 Ftg 0.0 Pe 0.000 302 302.00 CM3 57.7 Total 8.5 0.01041 pf 0.089 300 302.00 r/z'sch to 24.3 Len 8.5 C=120 Pt 301) 10.494 2.6350 0 Ftg 0.0 Pe 0.000 301 302.00 CM3 82.0 Total 8.5 0.01997 pf 0.170 310 305.00 11/2'sch 10 -69.9 Len 3.0 C= 120 Pt 300) 10.664 1.6820 T Ftg 9.9 Pe -1.299 300 302.00 RN3 12.2 Total 12.9 0.00520 pf 0.067 315 305.00 1W Sch 10 Len 50.0 C= 120 Pt 310) 9.432 1.6820 2T Ftg 19.8 Pe 0.000 310 305.00 BL3 12.2 Total 69.8 0.00520 pf 0.363 305 304.50 1'/i Sch 10 Len 0.5 C= 120 Pt 315) 9.795 1.6820 T Ftg 9.9 Pe 0.217 315 305.00 RN3 12.2 Total 10.4 0.00520 pf 0.054 © Copyright 2010 Sigma Development Group, Inc. Page 7 of 10 TWALITY MIDDLE SCHOOL 138800 REMOTE AREA -#3 STAGE Dab�ra�w� Pipe Information (Remote Area#3-STAGE AREA) 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 604 318.50 3"sch 10 162.8 Len 76.0 C= 120 Pt 305) 10.065 3.2600 5E Ftg 47.0 Pe -6.062 305 304.50 CM6 174.9 Total 123.0 0.02875 Pf 3.537 Total Pressure at Node 604) 7.540 psi 32 301.00 2% sch to Len 16.0 C= 120 Pt 300) 10.664 2.6350 2E Ftg 16.5 Pe 0.433 300 302.00 CM 69.9 Total 32.5 0.01484 pf 0.482 609 318.50 2%"sch 10 Len 80.0 C= 120 Pt 32) 11.578 2.6350 5E Ftg 41.2 Pe -7.578 32 301.00 CM 69.9 Total 121.2 0.01484 Pf 1.798 604 318.50 Ira'sch 10 -58.0 Len 150.0 C= 120 Pt 609) 5.800 1.4420 2T Ftg 14.9 Pe 0.000 609 318,50 BL6 11.9 Total 164.9 0.01056 pf 1.741 603 318.50 3"sch 10 174.9 Len 10.5 C= 120 Pt 604) 7.540 3.2600 0 Ftg 0.0 Pe 0.000 604 318.50 CM6 186.8 Total 10.5 0.03247 pf 0.341 Total Pressure at Node 603) 7.881 psi 608 318.50 2W Sch to Len 1(15 C= 120 Pt 609) 5.800 2.6350 0 Ftg 0.0 Pe 0.000 609 318.50 CM66 58.0 Total 10.5 0.01051 pf 0.110 603 31e.so 114"sch 10 -45.3 Len 150.0 C= 120 Pt 608) 5.910 1.4420 2T Ftg 14.9 Pe 0.000 608 318.50 BL6 12.7 Total 164.9 0.01196 pf 1.972 602 318.50 3"sch 10 186.8 Len 10.5 C= 120 Pt 603) 7.881 3.2600 0 Ftg 0.0 Pe 0.000 603 318.50 CM6 199.6 Total 10.5 0.03668 pf 0.385 Total Pressure at Node 602) 8.266 psi 607 318.50 2'/z"sch 10 Len 10.5 C=120 Pt 608) 5.910 2.6350 0 Ftg 0.0 pe 0.000 608 318.50 CM66 45.3 Total 10.5 0.00665 pf 0.070 602 318.50 1'/:'Sch 10 -31.5 Len 150.0 C= 120 Pt 607) 5.980 1.4420 2T Ftg 14.9 Pe 0.000 607 318.50 BL6 13.8 Total 164.9 0.01387 pf 2.287 601 318.50 3^Sch 10 199.6 Len 10.5 C=120 Pt 602) 8.266 3.2600 0 Ftg 0.0 Pe 0.000 602 318.50 CM6 213.3 Total 10.5 0.04150 Pf 0.436 © Copyright 2010 Sigma Development Group, Inc. Page 8 of 10 TWALITY MIDDLE SCHOOL 1138800 REMOTE AREA-#3 STAGE uai,6asNk,' Pipe Information (Remote Area#3- STAGE AREA) 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 To ft Type Total Total ft psi/ft Frict(Pf) psi Total Pressure at Node 601) 8.702 psi 606 318.50 2W'Sch 10 Len 10.5 C I--120 Pt 607) 5.980 2.6350 0 Ftg 0.0 Pe 0.000 607 318.50 CM66 31.5 Total 10.5 0.00339 pf 0.036 - 601 318.50 11/2'sch 10 -16.4 Len 150.0 C= 120 Pt 606) 6.015 1.4420 2T Ftg 14.9 Pe 0.000 606 318.50 BL6 15.0 Total 164.9 0.01630 pf 2.687 600 318.50 3"Sch 10 213.3 Len 10.5 C= 120 Pt 601) 8.702 3.2600 0 Ftg 0.0 Pe 0.000 601 318.50 CM6 228.4 Total 10.5 0.04707 pf 0.494 Total Pressure at Node 600) 9.196 psi 605 318.50 2'A"Sch to Len 10.5 c= 120 Pt 606) 6.015 2.6350 0 Ftg 0.0 Pe 0.000 606 318.50 CM66 16.4 Total 10.5 0.00102 pf 0.011 600 318.50 11/4'Sch to Len 150.0 C=120 Pt 605) 6.026 1.4420 2T Ftg 14.9 Pe 0.000 605 318.50 BL6 16A Total 164.9 0.01923 Pf 3.171 Total Pressure at Node 600) 9.197 psi 7 288.00 4"Sch 10 Len 16.0 C= 120 Pt 12) 28.080 BFV PSI LOSS 6Fr SCH 10 4.2600 0 Ftg 0.0 Pe 3.681 12 296.50 FR 244.8 Total 16.0 0.01455 pf 0.233 6 287.00 6"Sch 10 Len 5.0 C= 120 Pt 7) 31.994 (6)TO SYS BR'(SYS#2-9)OR 6.3570 T,E,CV Ftg 95.6 Pe 0.433 (SYS#2-7) 7 288.0o FR 244.8 Total 100.6 0.00207 pf 0.208 5 286.00 6"Sch 10 Len 1.0 C=120 Pt 6) 32.635 (5)BOR 6.3570 0 Ftg 0.0 Pe 0.433 6 287.00 FR 244.8 Total 1.0 0.00207 pf 0.002 3 292.00 6"DI Len 255.0 C=140 Pt 5) 33.070 (2 6-0)(0-0)CALC RISER RM 5.8903 T,3EE,E Ftg 75.0 Pe -2.598 5 286.00 UN 244.8 Total 330.0 0.00226 Pf 0.745 2 292.00 8"DI Len 1.0 AMES 3000SS 3000SS AMES: C= 140 3) 31.217 Loss=4.76 8.4500 AMESB Ftg 0.0 Pe 0.000 3 292.00 UN 244.8 Total 1.0 0.00039 Pf 0.000 0 292.00 8"DI Len 25.0 C= 140 Pt 2) 35.976 (ELV+292-D) 8.4500 T,GV Ftg 68.5 Pe 0.000 2 292.00 UN 244.8 Total 93.5 0.00039 pf 0.036 © Copyright 2010 Sigma Development Group, Inc. Page 9 of 10 ©8800" TWALITY MIDDLE SCHOOL REMOTE AREA-#3 STAGE orm„d,y,,wm Pipe Information (Remote Area#3- STAGE AREA) 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 Total Pressure at Node 0) 36.013 psi © Copyright 2010 Sigma Development Group, Inc. Page 10 of 10 ©88,OO TWALITY MIDDLE SCHOOL Dashboard Hyea, PLine Report REMOTE AREA -#3 STAGE PLine Qty N1 N2 Pipe ID Die CVai Fitting Tot Ftg Type Len Slope ELoss Spr Spr Hose Motes No` in ft ft ft psi GPM K GPM 1 1 0 2 8"DI 8.4500 140 T,GV 68.50 UN 25.00 0.00 0.00 Y50. (ELV+252-0) (")Hose Flow at Zero 2 1 2 3 8"DI 8.4500 140 AMES8 UN 1.00 0.00 0.00 3 1 3 5 6"DI 5.8903 140 7,3EE,E 74.98 UN 255.00 -6.00 -2.60 (26-0R RAI)(04jFFcALc RIfF 4 1 5 6 6"Sch 10 6.3570 120 0 FR 1.00 1.00 0.43 (5)BOR 5 1 6 7 6"Sch 10 6.3570 120 T,E,CV 95.56 FR 5.00 1.00 0.43 (6)TO SYS BEV ,SVSL9.41 OR/CVSx 6 1 7 12 4"Sch 10 4.2600 120 0 FR 16.00 8.50 3.68 SFV PSI LOSS 6FT crH in 7 1 12 13 4"Sch 10 4.2600 120 E 13.17 NC 6.00 0.00 0.00 8 1 13 14 4"Sch 10 4.2600 120 T 26.33 NC 22.00 0.00 0.00 9 1 14 15 4"Sch 10 4.2600 120 T 26.33 NC 5.00 0.00 0.00 10 1 15 16 4"Sch 10 4.2600 120 E 13.17 NC 6.50 6.50 2.82 11 1 16 17 4"Sch 10 4.2600 120 0 NC 5.00 0.00 0.00 12 1 17 18 4"Sch 10 4.2600 120 0 NC 7.50 0.00 0.00 13 1 18 19 4"Sch 10 4.2600 120 0 NC 53.00 0.00 0.00 14 1 19 20 4"Sch 10 4.2600 120 4E,2EE 63.20 NC 106.00 -2 50 -1.08 15 1 20 21 4"Sch 10 4.2600 120 4MFLEX NC 3.00 0.00 0.00 16 1 21 22 4"Sch 10 4.2600 120 0 NC 5.00 0.00 0.00 17 1 22 600 3"Sch 10 3.2600 120 SE 47.04 NC 23.00 18.00 7.80 18 4 600 601 3"Sch 10 3.2600 120 0 CM6 10.50 0.00 0.00 600 601 3"Sch 10 3.2600 120 0 CM6 10.50 0.00 0.00 601 602 3"Sch 10 3.2600 120 0 CM6 10.50 0.00 0.00 602 603 3"Sch 10 3.2600 120 0 CM6 10.50 0.00 0.00 603 604 3"Sch 10 3.2600 120 0 CM6 10.50 0.00 0.00 19 1 604 305 3"Sch 10 3.2600 120 SE 47.04 CM6 76.00 -14.00 -6.07 20 4 605 606 2%"Sch 10 2.6350 120 0 CM66 10.50 0.00 0.00 605 606 2Y"Sch 10 2.6350 120 0 CM66 10.50 0.00 0.00 606 607 21A"Sch 10 2.6350 120 0 CM66 10.50 0.00 0.00 607 608 21/1"Sch 10 2.6350 120 0 CM66 10.50 0.00 0.00 608 609 2'A"Sch 10 2.6350 120 0 CM66 10.50 0.00 0.00 © Copyright 2010 Sigma Development Group, Inc. Tuesday,January 07, 2020 Page 1 of 3 PLine Qty N1 N2 Pipe ID Dia CVal Fitting Tot Ftg Type Len Slope ELoss Spr Spr Hose Notes No in ft ft ft psi GPM . K GPM 21 5 600 605 1'/,"Sch 10 1.4420 120 2T 14.86 BL6 150.00 0.00 0.00 1-- 600 605 11/4"Sch 10 1.4420 120 2T 14.86 BL6 150.00 0.00 0.00 - 601 606 11/4'Sch 10 1.4420 120 2T 14.86 BL6 150.00 0.00 0.00 I i602 607 11/4"Sch 10 1.4420 120 2T 14.86 BL6 150.00 0.00 0.00 - 603 608 11/4"Soh 10 1.4420 120 2T 14.86 BL6 150.00 0.00 0.00 - 604 609 11/4"Sch 10 1.4420 120 2T 14.86 BL6 150.00 0.00 0.00 22 1 609 32 2%"Sch 10 2.6350 120 5E 41.19 CM 80.00 -17.50 -7.58 23 1 32 300 2%"Sch 10 2.6350 120 2E 16.47 CM 16.00 1.00 0.43 24 4 300 301 2%"Sch 10 2.6350 120 0 CM3 0.00 0.00 0.00 300 301 2W Sch 10 2.6350 120 0 CM3 8.50 0.00 0.00 301 302 2'W Sch 10 2.6350 120 0 CM3 8.50 0.00 0.00 -- 302 303 2'W Sch 10 2.6350 120 0 CM3 8.00 0.00 0.00 - 303 304 2'/s"Sch 10 2.6350 120 0 CM3 10.50 0.00 0.00 25 2 305 306 3"Sch 10 3.2600 120 0 CM33 8.50 0.00 0.00 305 306 3"Sch 10 3,2600 120 0 CM33 8.50 0.00 0.00 - 306 307 3"Sch 10 3.2600 120 0 CM33 8.50 0.00 0.00 26 1 307 308 3"Sch 10 3.2600 120 0 CM33 8.00 0.00 0.00 27 1 308 309 3"Sch 10 3.2600 120 0 CM33 10.50 0.00 0.00 28 10 300 310 11"Sch 10 1.6820 120 T 9.90 RN3 0.00 0.00 0.00 -- 300 310 1W Sch 10 1.6820 120 T 9.90 RN3 3.00 3.00 1.30 -' 301 311 1'/z Sch 10 1.6820 120 T 9.90 RN3 3.00 3.00 1.30 302 312 1W Sch 10 1.6820 120 T 9.90 RN3 3.00 3.00 1.30 r 303 313 VA"Sch 10 1.6820 120 T 9.90 RN3 3.00 3.00 1.30 " 304 314 1'W Sch 10 1.6820 120 T 9.90 RN3 3.00 3.00 1.30 H- 305 315 1W Sch 10 1.6820 120 T 9.90 RN3 0.50 0.50 0.22 i H 306 316 1WSch 10 1.6820 120 T 9.90 RN3 0.50 0.50 0.22 307 317 1'A"Sch 10 1.6620 120 T 9.90 RN3 0.50 0.50 0.22 - 308 318 1%Sch 10 1.6820 120 T 9.90 RN3 0.50 0.50 0.22 L 309 319 1'/z Sch 10 1.6820 120 T 9.90 RN3 0.50 0.50 0.22 29 1 310 315 11/2"Sch 10 1.6820 120 2T 19.80 BL3 50.00 0.00 0.00 30 1 311 321 11"Sch 10 1.6820 120 0 BL3 20.50 0.00 0.00 31 1 321 322 11/2"Sch 10 1.6820 120 0 8L3 11.00 0.00 0.00 32 1 322 323 12"Sch 10 1.6820 120 0 BL3 10.00 0.00 0.00 33 1 323 316 11/2"Sch 10 1.6820 120 0 BL3 7.00 0.00 0.00 T 1 34 3 312 317 11/2'Sch 10 1.6820 120 2T 19.80 BL3 50.00 0.00 0.00 312 317 1%"Sch 10 1.6820 120 2T 19.80 BL3 50.00 0.00 0.00 313 318 1'.4"Sch 10 1.6820 120 2T 19.80 BL3 50.00 0.00 0.00 -- 314 319 1%:'Sch 10 1.6820 120 2T 19.80 BL3 50.00 0.00 0.00 © Copyright 2010 Sigma Development Group, Inc. Tuesday,January 07,2020 Page 2 of 3 PLine Qty N1 N2 Pipe ID Dia CVaI Fitting Tot Ftg Type Len Slope ELoss Spr Spr Hose Notes No in ft ft ft psi GPM K GPM 35 3 321 332 1"Sch 40 1.0490 120 T 5.00 BN 1.00 -0.50 -0.22 22.00 8.00 321 332 1"Sch 40 1.0490 120 T 5.00 BN 1.00 -0.50 -0.22 22.00 8.00 322 333 1"Sch 40 1.0490 120 T 5.00 BN 1.00 -0.50 -0.22 22.00 8.00 - 323 334 1"Sch 40 1.0490 120 T 5.00 BN 1.00 -0.50 -0.22 22.00 8.00 Water Supply Water Main Flow Test Booster Pump Static Pressure Residual Pressure Churn Replaced Pipe 48.00 psi 40.00 psi 0.00 psi 0-0 Qty Flowing Elevation Rated Pressure DischargeNode 1,060.0 GPM 292.00 ft 0.00 psi 0 Date and Time of Flow Test Location of Flow Test Rated Flow %Pressure %Flow 7-10-2017 14650 SW 97TH AVE 0.0 GPM 65 150 TIGARD,OR © Copyright 2010 Sigma Development Group, Inc. Tuesday,January 07,2020 Page 3 of 3 E 88QQ- o.sr,nc.,,d rrra„e,,;ct Hydraulics Summary Sheet Project Information Calculation Date: 1/7/2020 9:42:21 AM TWALITY MIDDLE SCHOOL system ID SYS#2 drawing ref FP-2.23 REMOTE AREA-5 KITCHEN building BLD C&D 14650 SW 97TH AVE construction V-B TIGARD OR 97224 occupancy GROUP E contract# 3048-19 authority CITY OF TIGARD Contractor Information , ,- Hydraulics Criteria Sound Fire Protection density .20 GPMIft' system type WET design std NFPA 13 2013 10772 SE HWY 212 remote area 1005 ft' hazard ORDINARY 2-KITCHEN CLACKAMAS,OR 97015 spr coverage 130 fr sprs flowing 10 figure 11.2.3.2.3.1 calculated by M.McNEIL calc'd volume 531.5 gal curve telephone 503-655-3775 fax 503-655-2990 a- Flow Test email MCNEIL@SOUNDFIREPRO.COM / static pressure 48.00 psi Sprinklers in Remote residual pressure 40.00 psi No. Mfgr Mod SIN# Size K quantity flowing 1,060.0 GPM 10 RELIABLE F1 FR LO R3612 3/4 8.0 elevation from ff 292.00 ft date&time of flow test 7-10-2017 location of flow test 14650 SW 97TH AVE TIGARD,OR Supply / Demand Graph 80 s , 45.87 psi available at Sprinkler Demand of 37.85 psi with 70 Total System Flow of 517.9 GPM Margin: +17.5% , I 50 ......1 m ...1 n 40 u) u) m tl 30 ...._ _... ._ a , -1 1 20 I I N1.a5 0 517.9 GPM 0 75 150 225 300 375 450 525 600 Water Flow (GPM) IIII Demand at sprinkler and interior hose flows <, Total System Demand including Hose Flows at Zero © Copyright 2010 Sigma Development Group, Inc. Page 1 of 6 8800 TWALITY MIDDLE SCHOOL oraaoHYn,,,w;« Supply Analysis REMOTE AREA -5 KITCHEN / Source Static Residual QuantityPressure Total Total Node /Pressure /Pressure /Flowing vailable / System Pressure Flow Required Zero 48.00 psi 40.00 psi 1,060.0 GPM 45.87 psi 517.9 GPM 37.85 psi Sprinkler Flow: 267.9 GPM Additional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 517.9 GPM Maximum velocity in pipe 14-500 is 15.8 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 529 296.0 Sprinkler 8.00 26.00 10.56 26.00 528 296.0 Sprinkler 8.00 26.00 10.65 26.11 526 296.0 Sprinkler 8.00 26.00 10.72 26.19 525 296.0 Sprinkler 8.00 26.00 10.80 26.30 527 296.0 Sprinkler 8.00 26.00 11.01 26.55 524 296.0 Sprinkler 8.00 26.00 11.12 26.68 523 296.0 Sprinkler 8.00 26.00 11.18 26.75 522 296.0 Sprinkler 8.00 26.00 11.28 26.86 521 296.0 Sprinkler 8.00 26.00 11.60 27.25 520 296.0 Sprinkler 8.00 26.00 13.34 29.22 0 292.0 Hosel Zero 37.85 250.0 © Copyright 2010 Sigma Development Group, Inc. Page 2 of 6 13$$06 TWALITY MIDDLE SCHOOL oa�„a aHydr,,,s Pipe Information REMOTE AREA -5 KITCHEN Elev1 Flows Length ft Tota l (Pt) psi From ft Pipe ID Added Inside 9 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 519 296.50 1"Sch 40 Len 35.0 C= 120 Pt 529) 10.563 1.0490 Ftg 0.0 Pe -0.217 529 296.00 BN5 26.0 Total 35.0 0.21144 pf 7.400 y 516 296.50 1W Sch 10 Len 12.0 C= 120 Pt 519) 17.746 1.6820 Ftg 0.0 Pe 0.000 519 296.5o BN5 26.0 Total 12.0 0.02121 pf 0.255 Total Pressure at Node 516) 18.001 psi 518 296.50 1"Sch 40 Len 35.0 C= 120 Pt 528) 10.649 1.0490 Ftg 0.0 Pe -0.217 528 296.00 BN5 26.1 Total 35.0 0.21303 pf 7.456 515 296.50 1%'Sch 10 Len 12.0 C= 120 Pt 518) 17.888 1.6820 Ftg 0.0 Pe 0.000 518 296.50 BN5 26.1 Total 12.0 0.02137 Pi 0.256 Total Pressure at Node 515) 18.145 psi 517 296.50 1"Sch 40 Len 35.0 C= 120 Pt 527) 11.011 1.0490 Ftg 0.0 Pe -0.217 527 296.00 BN5 26.5 Total 35.0 0.21973 pf 7.691 ~ 514 296.50 1%'Sch 10 Len 8.0 C= 120 Pt 517) 18.485 1.6820 Ftg 0.0 Pe 0.000 517 296.50 BN5 26.5 Total 8.0 0.02204 pf 0.176 Total Pressure at Node 514) 18.662 psi 12 296.50 4"Sch 10 Len 6.0 C= 120 Pt 13) 29.338 4.2600 E Ftg 13.2 Pe 0.000 13 296.50 NC 267.9 Total 19.2 0.01719 pf 0.329 Total Pressure at Node 12) 29.668 psi 516 296.50 1"Sch 40 Len 35.0 C= 120 Pt 526) 10.717 1.0490 Ftg 0.0 Pe -0.217 526 296.00 BN5 26.2 Total 35.0 0.21429 pf 7.500 Total Pressure at Node 516) 18.001 psi 13 296.50 4"Sch 10 Len 22.0 C= 120 Pt 14) 28.507 4.2600 T Ftg 26.3 Pe 0.000 14 296.50 NC 267.9 Total 48.3 0.01719 pf 0.831 Total Pressure at Node 13) 29.338 psi 513 296.50 1W Sch 10 Len 10.0 C= 120 Pt 516) 18.001 1.6820 Ftg 0.0 Pe 0.000 516 296.50 BN5 52.2 Total 10.0 0.07699 pf 0.770 © Copyright 2010 Sigma Development Group, Inc. Page 3 of 6 p$800 TWALITY MIDDLE SCHOOL °mo w Pipe Information REMOTE AREA-5 KITCHEN From MealPipe 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 Frlct(Pf) psi Total Pressure at Node 513) 18.771 psi 515 296.50 1"Sch ao Len 35.0 C= 120 Pt 525) 10.805 1.0490 Ftg 0.0 Pe -0.217 525 296.00 BN5 26.3 Total 35.0 0.21591 pf 7.557 Total Pressure at Node 515) 18.145 psi 14 296.50 2%"Sch 10 Len 30.0 C= 120 Pt 500) 23.158 2.6350 Ftg 0.0 Pe 0.000 500 296.50 NC 267.9 Total 30.0 0.17833 pf 5.350 Total Pressure at Node 14) 28.507 psi 512 296.50 1W Sch 10 Len 10.0 C= 120 Pt 515) 18.145 1.6820 Ftg 0.0 Pe 0.000 515 296.5o BN5 52.4 Total 10.0 0.07757 Pf 0.776 Total Pressure at Node 512) 18.921 psi 500 296.50 2%,"Sch 10 Len 9.0 C=120 Pt 501) 21.861 2.6350 Ftg 0.0 Pe 0.000 501 296.50 NC5 238.7 Total 9.0 0.14402 Pf 1.296 Total Pressure at Node 500) 23.158 psi 514 296.50 1"Sch 40 Len 35.0 C= 120 Pt 524) 11.118 1.0490 Ftg 0.0 Pe -0.217 524 296.00 BN5 26.7 Total 35.0 0.22171 pf 7.760 Total Pressure at Node 514) 18.662 psi 501 296.50 T/2"sch 10 Len 9.0 C= 120 Pt 502) 21.256 2.6350 Ftg 0.0 Pe 0.000 502 296.50 NC5 158.2 Total 9.0 0.06730 pf 0.606 Total Pressure at Node 501) 21.861 psi 511 296.50 1W Sch 1a Len 10.0 C= 120 Pt 514) 18.662 1.6820 Ftg 0.0 Pe 0.000 514 296.50 BN5 53.2 Total 10.0 0.07983 pf 0.798 Total Pressure at Node 511) 19.460 psi 502 296.50 TA"Sch 10 Len 9.0 C=120 Pt 503) 21.088 2.6350 Ftg 0.0 Pe 0.000 503 296.50 NC5 78.9 Total 9.0 0.01860 pf 0.167 Total Pressure at Node 502) 21.256 psi 1 © Copyright 2010 Sigma Development Group, Inc. Page 4 of 6 • 13$800 TWALITY MIDDLE SCHOOL itho„d„y,,ulics Pipe Information REMOTE AREA -5 KITCHEN 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 EIf2 Type Total in Friction ft psi/ft Frict(Pf) psi 513 296.50 1^Sch 40 Len 35.0 C= 120 Pt 523) 11.184 1.0490 Ftg 0.0 Fe -0.217 523 zss.00 BN5 26.8 Total 35.0 0.22293 pf 7.803 503 296.50 1v� Sch 10 52.2 Len 14.0 C=120 Pt 513) 18.771 1.6820 Ftg 0.0 Pe 0.000 513 296.50 BN5 78.9 Total 14.0 0.16555 Pf 2.318 Total Pressure at Node 503) 21.088 psi 512 296.50 1^Sch 40 Len 35.0 C= 120 Pt 522) 11.276 1.0490 Ftg 0.0 Pe -0.217 522 296.00 BN5 26.9 Total 35.0 0.22461 Pf 7.861 502 zss.50 tvz°Sch to 52.4 Len 14.0 C= 120 Pt 512) 18.921 1.6820 Ftg 0.0 Fe 0.000 512 zss.so BN5 79.3 Total 14.0 0.16680 Pf 2.335 Total Pressure at Node 502) 21.256 psi 511 296.50 1"Sch 40 Len 35.0 C= 120 Pt 521) 11.604 1.0490 Ftg 0.0 Fe -0.217 521 zse.o0 BN5 27.3 Total 35.0 0.23065 pf 8.073 501 296.50 1W Sch 10 53.2 Len 14.0 C=120 511) 19.460 1.6820 Ftg 0.0 Pe 0.000 511 296.50 BN5 80.5 Total 14.0 0.17153 pf 2.401 Total Pressure at Node 501) 21.861 psi 510 296.50 1"Sch 40 Len 35.0 C=120 Pt 520) 13.345 1.0490 Ftg 0.0 Pe -0.217 520 296.00 BN5 29.2 Total 35.0 0.26247 pf 9.187 500 296.50 1%^Sch 10 Len 32.0 C=120 510) 22.315 1.6820 Ftg 0.0 Pe 0.000 510 296.50 BN5 29.2 Total 32.0 0.02633 pf 0.843 Total Pressure at Node 500) 23.158 psi 7 289.00 4"Sch 10 Len 16.0 C= 120 Pt 12) 29.668 BFV PSI LOSS 6FT SCH 10 4.2600 Ftg 0.0 Pe 3.248 12 296.50 FR 267.9 Total 16.0 0.01719 pf 0.275 6 288.00 s•Sch 10 Len 5.0 C= 120 Pt 7) 33.190 (6)10 7)NV(sys#2-9)OR 6.3570 T,E,CV Ftg 95.6 Pe 0.433 7 289.00 FR 267.9 Total 100.6 0.00245 Pf 0.246 © Copyright 2010 Sigma Development Group, Inc. Page 5 of 6 ©8800 TWALITY MIDDLE SCHOOL ,bop„ydro Pipe Information ulics REMOTE AREA -5 KITCHEN 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 5 287.00 6^Sch 10 Len 1.0 C= 120 Pt 6) 33.869 6.3570 0 Ftg 0.0 Pe 0.433 (5) BOR 6 288.00 FR 267.9 Total 1.0 0.00245 Pf 0.002 3 292.00 e"DI Len 255.0 C= 140 Pt 5) 34.305 5.8903 T,3EE,E Ftg 75.0 Pe -2.165 5 287.00 UN 267.9 Total 330.0 0.00267 Pf 0.880 2 292.00 8"DI Len 1.0 )C= 140 Pt 3 33.020 AMESLoss 3000SS4.79 3000SS AMES: = 8.4500 AMES8 Ftg 0.0 Pe 0.000 3 292.00 UN 267.9 Total 1.0 0.00046 Pt 0.000 0 292.00 8^DI Len 25.0 C=140 Pt 2) 37.809 (ELV+292-0) 8.4500 T,GV Ftg 68.5 Pe 0.000 2 292.00 UN 267.9 Total 93.5 0'00046 Pf 0.043 Total Pressure at Node 0) 37.852 psi © Copyright 2010 Sigma Development Group, Inc. Page 6 of 6 13880Cf TWALITY MIDDLE SCHOOL Dashboard 1-,9<Y su,cx. PLine Report REMOTE AREA -5 KITCHEN PLine Qty N1 N2 I Pipe ID 1 Dia CVal Fitting Tot Ftg Type Len 1 Slope ELass j Spr Spr Hose Notes No in I ft ft ft psi I GPM K GPM 1 1 0 2 8"DI 8.4500 140 T,GV 68.50 UN 25.00 0,00 0.00 250* {EI.V+292-a (`)Hose Flow at Zero 2 1 2 3 8"DI 8.4500 140 AMES8 UN 1.00 0.00 0.00 3 1 3 5 6"DI 5.8903 140 7,3EE,E 74,98 UN 255.00 -5.00 -2.17 I 4 1 5 6 6"Sch 10 6.3570 120 0 FR 1.00 1.00 043 J 5 1 6 7 6"Sch 10 6.3570 120 T,E,CV 95.56 FR 5.00 1.00 0.43 (6)TO SYS BFV ISVc IMI1 na icyaa 6 1 7 12 4"Sch 10 4.2600 120 FR 16.00 7.50 3.25 BFV PSI L0SS 6FT SCH/n 7 1 12 13 4"Sch 10 4.2600 120 E 13.17 NC 6.00 0.00 0.00 8 1 13 14 4"Sch 10 4.2600 120 T 26.33 NC 22.00 0.00 0.00 9 1 14 15 3"Sch 10 3.2600 120 T 20.16 NC 5.00 0.00 0.DD 10 1 14 500 2'%"Sch 10 2.6350 120 NC 30.00 0.00 0.00 11 4 500 501 2%"Sch 10 2.6350 120 NC5 9.00 0.00 0.00 500 501 21/2"Sch 10 2.6350 120 NC5 9.00 0.00 0.00 - 501 502 2'A"Sch 10 2.6350 120 NC5 9.00 0.00 0.00 - 502 503 2%"Sch 10 2.6350 120 NC5 9.00 0.00 0.00 L 503 504 2%"Sch 10 2.6350 120 NC5 9.00 0.00 0.00 12 4 500 510 1%"Sch 10 1.6820 120 BN5 0.00 0.00 0.00 500 510 1'R'Sch 10 1.6820 120 BN5 32.00 0.00 0.00 501 511 1%"Sch 10 1.6820 120 BN5 14.00 0.00 0.00 502 512 1W Sch 10 1.6820 120 BN5 14.00 0.00 0.00 503 513 1Yz Sch 10 1.6820 120 BN5 14.00 0.00 0.00 13 3 511 514 1%"Sch 10 1.6820 120 BN5 10.00 0.00 0.00 511 514 11/2' Sch 10 1,6820 120 BN5 10.00 0.00 0.00 512 515 11/2"Sch 10 1.6820 120 BN5 10.00 0.00 0.00 t-- 513 516 1/"Sch 10 1.6820 120 BN5 10.00 0.00 0.00 14 3 514 517 1Y2'Sch 10 1.6820 120 BN5 0.00 0.00 0.00 514 517 11/2.'Sch 10 1.6820 120 BN5 8.00 0.00 0.00 - 515 518 1%"Sch 10 1.6820 120 BN5 12.00 0.00 0.00 L 516 519 1/"Sch 10 1.6820 120 BN5 12.00 0.00 0.00 © Copyright 2010 Sigma Development Group, Inc. Tuesday,January 07,2020 Page 1 of 2 • PLine Qty N1 N2 Pipe ID Dia Cyst Fitting Tot Ftg Type Len Slope ELoss Spr Spr Nose Notes No in ft ft ft psi GPM K GPM 15 10 510 520 1"Sch 40 1.0490 120 BN5 35.00 .0.50 •0.22 26.00 8.00 510 520 1"Sch 40 1.0490 120 BN5 35.00 -0.50 -0.22 26.00 8.00 - 511 521 1"Sch 40 1.0490 120 BN5 35.00 -0.50 -0.22 26.00 8.00 - 512 522 1'Sch 40 1.0490 120 BN5 35.00 -0.50 -0.22 26.00 8.00 - 513 523 1'Sch 40 1.0490 120 BN5 35.00 •0.50 -0.22 26.00 8.00 -- 514 524 1"Sch 40 1.0490 120 BN5 35.00 -0.50 -0.22 26.00 8.00 - 515 525 1"Sch 40 1.0490 120 BN5 35.00 -0.50 -0.22 26.00 8.00 - 516 526 1"Sch 40 1.0490 120 BN5 35.00 -0.50 -0.22 26.00 8.00 517 527 1"Sch 40 1.0490 120 BN5 35.00 -0.50 -0.22 26.00 8.00 518 528 1"Sch 40 1.0490 120 BN5 35.00 -0.50 -0.22 26.00 8.00 - 519 529 1"Sch 40 1.0490 120 BN5 35.00 -0.50 -0.22 26.00 8.00 J Water Supply Water Main Flow Test Booster Pump - Static Pressure Residual Pressure Churn Replaced Pipe 48.00 psi 40.00 psi 0.00 psi 0-0 Qty Flowing Elevation Rated Pressure DischargeNode 1,060.0 GPM 292.00 ft 0.00 psi 0 Date and Time of Flow Test Location of Flow Test Rated Flow %Pressure %Flow 7-10-2017 14650 SW 97TH AVE 0.0 GPM 65 150 TIGARD,OR © Copyright 2010 Sigma Development Group, Inc. Tuesday,January 07,2020 Page 2 of 2 , TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 Fla r 14650 SW 97TH Pmrerrfg Business Wbrtowviie _.. Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6"(1.067 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1745 lbs(792 kg) Fig.909 No-Thread Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Type of Brace Sch. 10 yP See Fastener Information 6D°Min. *Calculation Based on CONCENTRIC Loading Angle of Brace ---- *Please Note:These calculations are for TOLCOT"components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 100 - Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 909 NO-THREAD SWIVEL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type F Fastener ,` • f. Type Bolt Diameter 1/2n. (12 mm) '0� " psi.,., Length N/A TOLCO FIG. 1001 FAST CLAMP Maximum Load 2850 lbs(1293 kg) 4 Brace Identification on Plans 4"LATERAL Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 11.78 lb/ft(17.53 kg/m) 471 lbs(214 kg) 1.5"(40 mm) Sch. 10 200 ft(61 m) 200 ft(61 m) 3.04 lb/ft(4.52 kg/m) 608 lbs(276 kg) Subtotal Weight 1079 lbs(489 kg) Wp(incl. 15%) 1241 lbs(563 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 620 lbs(281 kg) Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 769 lb(348 kg) 1TOLBraceTM Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH IF-T0111 Rrvramg&mness WmmM*le Brace Identification 4"LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 4"Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 1/2(12mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 40 ft(12.2 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 200 ft(61 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 621 lbs(282 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 2850 lbs(1293 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member 1.5x1.5x.25 ANGLE IRON Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOLI3racem software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at wwwtolco.com TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 i4bN 14650 SW 97TH Poweory6esvnssslribddwrdte Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6"(1.067 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1",Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1745 lbs(792 kg) Fig.909 No-Thread Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Type of Brace Sch. 10 See Fastener Information 60°Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace ----- *Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail L/R Value 100 TOLCO FIG. 909— Max Horizontal Load 5456 lbs (2475 kg) NO-THREAD SWIVEL SWAY _ r``o BRACE ATTACHMENTit. �, STEEL PIPE _ Fastener Information • Orientation to Connecting Surface NFPA Type F Fastener is TOLCO FIG. 4L Type Bolt PIPE CLAMP FOR ____i n Diameter SWAY BRACING - y 1l2n. (12 mm) I Length N/A 0 \; Maximum Load 2850 lbs (1293 kg) e0 Brace Identification on Plans 4"LONGITUDINAL Prying Factor N/A Brace Type Lateral[ ) Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 11.78 lb/ft(17.53 kg/m) 942 lbs(427 kg) Subtotal Weight 942 lbs(427 kg) Wp(incl. 15%) 1083 lbs(491 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 542 lbs(246 kg) a" sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH tie Brace Identification 4"LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 4"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 1/2(12mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 180 ft(24 4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 542 lbs(246 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 2850 lbs(1293 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member 1.5x1.5x.25ANGLE IRON Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOLBrace`"'software calculates the brace assembly only,not the structure it is attached to Calculated with TOLBraceTM 8 Visit us at www.Iola]Dam TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TVNALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 Est* N 14650 SW 97TH Pawning Business wwtdwoe ....... ....... ..... ... Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3 6"(1 067 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.080 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch. 10 See Fastener Information 30°Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace --- 'Please Note:These calculations are for TOLCOT"^components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0 42"(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 3150 lbs(1429 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE /�I ATTACHMENT Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type D Fastener A Type Bolt r Ai Diameter 3/8in. (10 mm) °8e, , 're Length N/A �,�• TOLCO FIG. 1001 ,,. Maximum Load 800 lbs(363 kg) FAST CLAMP Allk 1i Brace Identification on Plans 3"LATERAL Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 7.94 lb/ft(11.82 kg/m) 318 lbs(144 kg) 1.5"(40 mm) Sch. 10 150 ft(45.7 m) 150 ft(45.7 m) 3.04 lb/ft(4,52 kg/m) 456 lbs(207 kg) Subtotal Weight 774 lbs(351 kg) Wp(incl. 15%) 890 lbs(404 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 445 lbs(202 kg) a Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 454 lb(205 kg) 4TOLBrace"'Version 81 Use of TOLBrace'M is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH '=rnvrnnp BwrrressY�rMw;vJe Brace Identification 3" LATERAL Brace Type(Per NFPA#13) NFPA Type D Braced Pipe(ft) 3"Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 30° Type of Fastener 3/8(10mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 40 ft(12.2 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 150 ft(45.7 m) • Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 445 lbs(202 kg) Material Capacity 3150 lbs(1429 kg) Fastener Capacity 800 lbs(363 kg) Fig. 1001 Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1007 lbs(457 kg) Structural Member 1.5x1.5x.25ANGLE IRON Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOLBracen4 software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at Waw.tolco.COm TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 � � CLACKAMAS,OR 97216 N 14650 SW 97TH Pave+rng&smess Wuhhvie - - - Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet il13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6"(1.067 m) TOLCOIM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 30°Min `Calculation Based on CONCENTRIC Loading -- -- -- -- -- 'Please Note:These calculations are for TOLCOT),components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 3150 lbs(1429 kg) TOLCO FIG. 980 --- ---- UNIVERSAL SWAY --- BRACE ATTACHMENT ,I Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type D Fastener /. Type Bolt TOLCO FIG,4L-- PIPE CLAMP FOR Diameter 1/2n. (12 mm) SWAY BRACING;-----„ -----p Length N/A Maximum Load 1450 lbs(658 kg) _____ J O Brace Identification on Plans 3"LONGITUDINAL Prying Factor N/A Brace Ty pe Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 7.94 lb/ft(11.82 kg/m) 635 lbs(288 kg) Subtotal Weight 635 lbs(288 kg) Wp(incl. 15%) 730 lbs(331 kg) Main Size Type/Sch. Spacing(It) I Total(Fpw) 365 lbs(166 kg) 3" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBraceTM Version 8} Use of TOLBraceT"'is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation • TWALITY M.S Job#3024-18 14650 SW 97TH aritr'i Pwwring enters WinfiMimh Brace Identification 3"LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type D Braced Pipe(ft) 3"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 30° Type of Fastener 1/2(12mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 180 ft(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 365 lbs(166 kg) Material Capacity 3150 lbs(1429 kg) Fastener Capacity 1450 lbs(658 kg) Fig.4L Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1007 lbs(457 kg) Structural Member 1.5x1.5x.25 ANGLE IRON Calculations prepared by MIKE MCNEIL 'The description of the Structural Member is for informational purposes only. TOLBrace^"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM B Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M S Address: 10772 SE HYW 212 A CLACKAMAS,OR 97216 ee 14650 SW 97TH gg, „ngeesee yp;n g _... _... Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'B"(1.067 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Sch.40 - Fig. 1001 Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 30°Min. *Calculation Based on CONCENTRIC Loading --- ---- 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0 42'(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 3150 lbs(1429 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type D Fastener • Type Bolt ark Diameter 1/2n. (12 mm) •••• Length N/A TOLCO SIG. M Maximum Load 1450 lbs(658 kg) FAST CLAMP Brace Identification on Plans 2.5"LATERAL Prying Factor N/A Brace Type Lateral[X1 Longitudinal[ 1 4-Way Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) Sch. 10 35 ft(10.7 m) 35 ft(10.7 m) 5.89 lb/ft(8 77 kg/m) 206 lbs(93 kg) 1.5"(40 mm) Sch. 10 100 ft(30.5 m) 100 ft(30.5 m) 3.04 lb/ft(4,52 kg/m) 304 lbs(138 kg) Subtotal Weight 510 lbs(231 kg) Wp(incl. 15%) 586 lbs(266 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 293 lbs(133 kg) zs' Sch.10 35 Maximum Fpw per 9.3.5.5.2(if applicable) 360 lb(163 kg) 4TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97THdr Pawing etrshrass WrAO* Brace Identification 2.5"LATERAL Brace Type(Per NFPA#13) NFPA Type D Braced Pipe(ft) 2:5"Sch.10 Steel Pipe Spacing of Brace 35'0"(10.67 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 30° Type of Fastener 1/2(12mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence Sch.10 Steel Pipe(63.5 mm) 35 ft(10.7 m) 1.5"Sch.10 Steel Pipe(38.1 min) 100 ft(30.5 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 293 lbs(133 kg) Material Capacity 3150 lbs(1429 kg) Fastener Capacity 1450 lbs(658 kg) Fig. 1001 Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1007 lbs(457 kg) Structural Member 1.5x1.5x.25 ANGLE IRON Calculations prepared by MIKE MCNEIL 'The description of the Structural Member is for informational purposes only. TOL5raceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOL&ace'"'8 Visit us at www.tolcc.com TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITYM S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 v 14650 SW 97TH PavcerA9Business NWridwide Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet A13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6" (1.067 m) TOLCOTm Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch. 10 See Fastener Information 30°Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCO TM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 3150 lbs (1429 kg) TOLCO FIG.980 -- - -- UNIVERSAL SWAY BRACE ATTACHMENT �(i Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type D Fastener 44 Type Bolt TOLCO FIG. 4L- ._...... _....... PIPE CLAMP FOR 1 O Diameter ......._ _..__. _....... SWAY BRACING,-- -_ ___ 1/2n. (12 mm) ; Length N/A Maximum Load 1450 lbs(658 kg) ' O Brace Identification on Plans 2.5"LONGITUDINAL Prying Factor N/A Brace Type LateralLongitudinal X 4-Wa YP [ ] 9 [ ] Y[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 5.89 lb/ft(8.77 kg/m) 471 lbs(214 kg) 2.5"(65 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 5.89 lb/ft(8.77 kg/m) 471 lbs(214 kg) Subtotal Weight 942 lbs(427 kg) Wp(incl. 15%) 1083 lbs(491 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 542 lbs(246 kg) Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A ITOLBraceT"Version 8) Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH Ea Powxemg Baanera YJpr#bw+de Brace Identification 2.5"LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type D Braced Pipe(ft) 2.5"Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 30° Type of Fastener 1/2(12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 2 9'Sch.10 Steel Pipe(63.5 mm) 80 ft(24.4 m) 2.5"Sch.10 Steel Pipe(63.5 mm) 80 ft(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 542 lbs(246 kg) Material Capacity 3150 lbs(1429 kg) Fastener Capacity 1450 lbs(658 kg) Fig.4L Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1007 lbs(457 kg) Structural Member 1.5x1.5x.25ANGLE IRON Calculations prepared by MIKE MCNEIL •The description of the Structural Member is for informational purposes only. TOLBraceT"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace"'8 Visit us at www.tolco.com • TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 M N 14650 SW 97TH ?morel Besinew Wartdmda Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6"(1.067 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch. 10 See Fastener Information 30°Min. `Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCO M components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0 42°(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 3150 lbs(1429 kg) TOLCO FIG. 981 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type A •� Fastener ,.'*)* Type Bolt t Diameter 1/2n. (12 mm) • Length N/A TOLCO FIG. 1001 •Ar FAST CLAMP Maximum Load 1600 lbs(726 kg) Brace Identification on Plans 2"LATERAL STEEL Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2"(50 mm) Sch. 10 30 ft(9.1 m) 30 ft(9 1 m) 4.22 lb/ft(6.28 kg/m) 127 lbs(58 kg) 1.25"(32 mm) Sch. 10 100 ft(30.5 m) 100 ft(30.5 m) 2.52 lb/ft(3.75 kg/m) 252 lbs(114 kg) Subtotal Weight 379 lbs(172 kg) Wp(incl. 15%) 436 lbs(198 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 218 lbs(99 kg) z' Soh.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 256 lb(116 kg) 1TOLBraceT"Version 81 Use of TOLBracen.is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH a1+ Pewarnm Business Walla,* Brace Identification 2"LATERAL STEEL Brace Type(Per NFPA#13) NFPATypeA Braced Pipe(ft) 2"Sch.10 Steel Pipe Spacing of Brace 30'0" (9.14 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 30° Type of Fastener 1/2(12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 2"Sch.10 Steel Pipe(50.3 mm) 30 ft(9.1 m) 1.25"Sch.10 Steel Pipe(31.75 mm) 100 ft(30.5 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 218 lbs(99 kg) Material Capacity 3150 lbs(1429 kg) Fastener Capacity 1600 lbs(726 kg) Fig. 1001 Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1007 lbs(457 kg) Structural Member 1/2 INCH THROUGH BOLT I-BEAM Calculations prepared by MIKE MCNEIL 'The description of the Structural Member is for Informational purposes only. TOLBraceT'software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace^'9 Visit us at www.tcico.corn TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 .,T eN 14650 SW 97TH Poweli0 i7aei'l'less lNdd#write Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6 (1.067 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch. 10 See Fastener Information 30°Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are forTOLCO" components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0 42'(11 mm) Seismic Brace Assembly Detail LIR Value 100 ( TOLCO FIG. 981 Max Horizontal Load 3150 lbs 1429 kg) UNIVERSAL SWAY BRACE ATTACHMENT �, Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type A Fastener 44. Type Bolt TOLCO FIG. 4L PIPE CLAMP FOR _____— ___ Diameter 1/2n. (12 mm) SWAY BRACING Length N/A Maximum Load 1600 lbs(726 kg) ----- r0 Brace Identification on Plans 2"LONGITUDINAL STEEL Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2"(50 mm) Sch, 10 80 ft(24.4 m) 80 ft(24 4 m) 4.22 lb/ft(6.28 kg/m) 338 lbs(153 kg) Subtotal Weight 338 lbs(153 kg) Wp(incl. 15%) 389 lbs(176 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 194 lbs(88 kg) z soh.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A fTOLBraceT"Version 81 Use of TOLBrace'.is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH s Posvr7ng&assess Won'avide Brace Identification 2"LONGITUDINAL STEEL Brace Type(Per NFPA#13) NFPA Type A Braced Pipe(ft) 2"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 30° Type of Fastener 1/2(12mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 2"Sch.10 Steel Pipe(50.8 mm) 180 ft(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 194 lbs(88 kg) Material Capacity 3150 lbs(1429 kg) Fastener Capacity 1600 lbs(726 kg) Fig.4L Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1007 lbs(457 kg) Structural Member 1/2"THROUGH BOLT I-BEAM Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOL Brace'e',software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace1°B Visit us at www.tolco.com • TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 E r . 14650 SW 97TH "'awa+>np 8esrtma.Wbrtdwgle Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet P13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6"(1.067 m) TOLCOTa1 Component Listed Load Adjusted Load Diameter of Brace 1' Sch AO Fig. 1001 Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 30°Min 'Calculation Based on CONCENTRIC Loading --- 'Please Note:These calculations are for TOLCO'""components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 3150 lbs(1429 kg) TOLCO FIG. 981 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE a OAF Orientation to Connecting Surface NFPA Type A Fastener Type Bolt ' Diameter 1/2n. (12 mm) �• Length N/A TOLCO FIG. 1001 df' FAST CLAMP •� Maximum Load 1600 lbs(726 kg) Brace Identification on Plans 2-1/2"LATERAL STEEL Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) Sch. 10 30 ft(9.1 m) 30 ft(9 1 m) 5.89 lb/ft(8.77 kg/m) 177 lbs(80 kg) 1.25"(32 mm) Sch. 10 100 ft(30.5 m) 100 ft(30.5 m) 2.52 lb/ft(3.75 kg/m) 252 Ibs(114 kg) Subtotal Weight 429 lbs(195 kg) Wp(incl. 15%) 493 lbs(224 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 247 lbs(112 kg) Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 420 lb(190 kg) 4TOLBrace1O Version 81 Use of TOLBrace'M is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH I.N Powedinp Bueine.ss tibddnrde Brace Identification 2-1/2"LATERAL STEEL Brace Type(Per NFPA#13) NFPA Type A Braced Pipe(ft) 2.5"Sch.10 Steel Pipe Spacing of Brace 30'0"(9.14 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 30° Type of Fastener 1/2(12mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 30 ft(9.1 m) 1.25"Sch.10 Steel Pipe(31.75 mm) 100 ft(30.5 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 247 lbs(112 kg) Material Capacity 3150 lbs(1429 kg) Fastener Capacity 1600 lbs(726 kg) Fig. 1001 Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1007 lbs(457 kg) Structural Member 1/2"THROUGH BOLT I-BEAM Calculations prepared by MIKE MCNEIL *The description of the Structural Member is for informational purposes only. TOLBrace TM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www tolcomm TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 a eN 14650 SW 97TH Phone: f�uux,ingausuressWtxtatvide TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3 6"(1.067 m) TOLCOIM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch. 10 See Fastener Information `Calculation Based on CONCENTRIC Loading Angle of Brace 30° Min. 'Please Note:These calculations are for TOLCOn"components only.Use of any other components voids these calculations and the listing of the assembly_ Least Rad.of Gyration 0 42 (11 mm) Seismic Brace Assembly Detail L/R Value 100 TOLCO FIG. 98$ Max Horizontal Load 3150 lbs(1429 kg) UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE •�, Orientation to Connecting Surface NFPA Type A Fastener Type Bolt TOLCO FIG. 4L- PIPEE CLAMP FOR __..__l� Diameter 1/2n. (12 mm) SWAY BRACING / Length N/A Maximum Load 1600 Ibs F26 kg) ------ Brace Identification on Plans 2-1/2"LOGITUDINAL STEEL Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 5.89 lb/ft(8.77 kg/m) 471 Ibs(214 kg) Subtotal Weight 471 lbs(214 kg) Wp(incl. 15%) 542 lbs(246 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 271 lbs(123 kg) Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBrace T"Version 8) Use of TOLBraceT'.is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 E14650 SW 97TH f #p.�Ne WyJ Brace Identification 2-1/2"LOGITUDINAL STEEL Brace Type(Per NFPA#13) NFPA Type A Braced Pipe(ft) 2.5"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 30° Type of Fastener 1/2(12mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 180 ft(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 271 lbs(123 kg) Material Capacity 3150 lbs(1429 kg) Fastener Capacity 1600 lbs(726 kg) Fig.4L Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1007 lbs(457 kg) Structural Member 1/2"THROUGH BOLT I-BEAM Calculations prepared by MIKE MCNEIL 'The description of the Structural Member is for informational purposes only. TOLBracem software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'8 Visit us at www.tolcc com TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 FrtT. 14650 SW 97TH Powering Business WONdkna Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6"(1.067 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1 001 Clamp 2015 lbs(914 kg) 1745 lbs(792 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Type of Brace Sch. 10 See Fastener Information 60°Min. `Calculation Based on CONCENTRIC Loading Angle of Brace - --- *Please Note:These calculations are forTOLCOT"components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0 42 (11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE - 04 Orientation to Connecting Surface NFPA Type F Fastener A Type Through Bolt f e Diameter 5/8in. o . •404 Length 5-1/2in. TOLCO FIG. 1001 - :. Maximum Load 960 lbs(435 kg) FAST CLAMP Brace Identification on Plans 4"LATERAL Prying Factor N/A Brace TypeLongitudinal Lateral[X] Lon itudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch.10 40 ft(12.2 m) 40 ft(12.2 m) 11.78 lb/ft(17.53 kg/m) 471 lbs(214 kg) 2"(50 mm) Sch. 10 150 ft(45.7 m) 150 ft(45.7 m) 4.22 lb/ft(6.28 kg/m) 633 lbs(287 kg) Subtotal Weight 1104 lbs(501 kg) Wp(incl.15%) 127D lbs(576 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 635 lbs(288 kg) a" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 769 lb(348 kg) fTOLBrace TM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH A► 'N Poa'eing Dolma Wtoia iVe Brace Identification 4"LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 4"Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6" (1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 518in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 40 ft(12.2 m) 2"Sch.10 Steel Pipe(50.8 mm) 150 ft(45.7 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 635 lbs(288 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.980 Universal Swivel 1745 lbs(792 kg) Structural Member RED-H TYPE OWT Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOLBrace'""software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolao.com • TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M S Address: 10772 SE HYW 212 14650 SW 97TH CLACKAMAS,OR 97216 , ... Phone: WwamgBysvessv/orrdwrcte TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFPOE Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6"(1.067 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1745 lbs(792 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Type of Brace Sch. 10 See Fastener Information `Calculation Based on CONCENTRIC Loading Angle of Brace 60°Min. *Please Note:These calculations are for TOLCO T"'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG,980 - --- UNIVERSAL SWAY ti� BRACE ATTACHMENT - "di! Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type F , Fastener / Type Through Bolt TOLCO FIG.4L0 - - PIPE CLAMP FOR I Diameter 5/8in. SWAY BRACING,--- --- ---- Length 5-1/2in, Maximum Load 960 lbs(435 kg) _____ ..J Brace Identification on Plans 4"LONGITUDINAL Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5_ Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(103 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 11.78 lb/ft(17.53 kg/m) 942 lbs(427 kg) Subtotal Weight 942 lbs(427 kg) Wp(incl. 15%) 1083 lbs(491 kg) Main Size Type/Sch. Spacing(ft) ( Total(Fpw) 542 lbs(246 kg) a" sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A ITOLBraceT"Version 8) Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH s I N Perming BusiiressWorddoMe Brace Identification 4"LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 4"Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 180 ft(24.4 n) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 542 lbs(246 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.980 Universal Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWT Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOLBrace'"'software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'°B Visit us at www.talco.cots TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 14650 SW 97TH &weing Busuresr I/00 a .._. Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6"(1.067 m) TOLCOT^' Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1745 lbs(792 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 60°Min. 'Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for TOLCO*"components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail LIR Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE 4F2'1 Orientation to Connecting Surface NFPA Type F Fastener Type A Through Bolt , Diameter 5/8in. iii ♦* Length 5-1/2in. TOLCO FIG. 1001 Maximum Load 960 lbs(435 kg) FAST CLAMP Brace Identification on Plans 3"LATERAL Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 7.94 lb/ft(11.82 kg/m) 318 lbs(144 kg) 1.5"(40 mm) Sch. 10 150 ft(45.7 m) 150 ft(45.7 m) 3.04 lb/ft(4.52 kg/m) 456 lbs(207 kg) Subtotal Weight 774 lbs(351 kg) Wp(incl. 15%) 890 lbs(404 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 445 lbs(202 kg) 3" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 454 lb(205 kg) rrOLBraceTM Version 81 Use of TOLBrace'M is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH wt Rneaninp BusinessWerfdvwlce Brace Identification 3"LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 3"Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 40 ft(122 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 150 ft(45.7 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 445 lbs(202 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.980 Universal Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWT Calculations prepared by MIKE MCNEIL "The description of the Structural Member is for informational purposes only. TOLarace'"'software calculates the brace assembly only,not the structure it is attached to. Calculated with TOL&ace'8 Visit us at www.tolco.corn . TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TVIIALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 FT 14650 SW 97TH Phone: Powenog Besirmaz IVAM4de TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-1 B Calculations based on 2013 NFPA Pamphlet 413 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6"(1.067 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1745 lbs(792 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Type of Brace Sch. 10 See Fastener Information *Calculation Based on CONCENTRIC Loading Angle of Brace 60°Min. -- --- *Please Note:These calculations are forTOLCOT^'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 980-- ----- UNIVERSAL SWAY \i BRACE ATTACHMENT 4� _ Fastener Information STEEL PIPE ;' Orientation to Connecting Surface NFPA Type F , Fastener ��' • Type Through Bolt TOLCO FIG.4L �`� PIPE CLAMP FOR Diameter SWAY BRACING ----- 5/8in. Length 5-1/2in. Maximum Load 960 lbs(435 kg) El Brace Identification on Plans 3"LONGITUDINAL Prying Factor N/A Brace Type Lateral[ 1 Longitudinal[X] 4-Way Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 7.94 lb/ft(11.82 kg/m) 635 lbs(288 kg) Subtotal Weight 635 lbs(288 kg) Wp(incl. 15%) 730 lbs(331 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 365 lbs(166 kg) 3" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLerace'u Version 81 Use of TOLBrace T"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH still ill Fuming e(ApeassWortaVade Brace Identification 3"LONGITUDINAL Brace Type(Per NFPA#13) NFPAType F Braced Pipe(ft) 3"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 180 ft(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 365 lbs(166 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.980 Universal Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWT Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOLBrace^"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLISrace8 8 Visit us at www.tolc"mrn TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 i • 111 14650 SW 97TH AoWarringBusines&WrrJdwide Phone: TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6" (1.067 m) TOLCO Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1745 lbs(792 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Type of Brace Sch. 10 See Fastener Information `Calculation Based on CONCENTRIC Loading Angle of Brace 60°Min. `Please Note:These calculations are for TOLCOT"components only.Use of any other components voids these calculations and the listing at the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 980 5- - UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE "V t Orientation to Connecting Surface NFPA Type F Fastener Type Through-Bolt a Diameter 5/8in. Length 5-1/2in. TOLCO IG. AMP Maximum Load 960 lbs(435 kg) FAST CLAMP Brace Identification on Plans 2.5"LATERAL Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.5 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 5.89 lb/ft(8.77 kg/m) 177 lbs(80 kg) 1.5"(40 mm) Sch. 10 150 ft(45.7 m) 150 ft(45.7 m) 3.04 lb/ft(4.52 kg/m) 456 lbs(207 kg) Subtotal Weight 633 lbs(287 kg) Wp(Incl. 15%) 728 lbs(330 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 364 lbs(165 kg) Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 420 lb(190 kg) {TOLBraceT"Version 01 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH a♦1 K+swreeg eustrress wide Brace Identification 2.5"LATERAL Brace Type(Per NFPA#13) NFPAType F Braced Pipe(ft) 2.5"Sch.10 Steel Pipe Spacing of Brace 30'0"(9.14 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 30 ft(9.1 m) 1.5"Sch.10 Steel Pipe(36.1 mm) 150 ft(45.7 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 364 lbs(165 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.980 Universal Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWT Calculations prepared by MIKE MCNEIL 'The description of the Structural Member is for informational purposes only. TOLBrace'TM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at w.as.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: SOUND FIRE PROTECTION Project Address: TWALITY M.S Address: 10772 SE HYW 212 CLACKAMAS,OR 97216 A i• 14650 SW 97TH Phone: +'r>wn4BaarrresTWorkiwrea TIGARD,OR 97224 License: CCB#70003 WA#SOUNDFP05 Job#3024.18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 3'6" (1,067 m) TOLCOTM' Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1745 lbs(792 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Type of Brace Sch. 10 ----- --- --- See Fastener Information 'Calculation Based on CONCENTRIC Loading Angle of Brace 60'Min, - ---- ------ -- - 'Please Note:These calculations are for TOLCO""components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG,980 ---- UNIVERSAL SWAY... O. BRACE ATTACHMENT *P• Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type F Fastener , • Type Through Bolt TOLCO FIG.4L- _ PIPE CLAMP FOR fi Diameter 5/8in. SWAY BRACING; ------- -- - Length 5-1/2in. Maximum Load 960 lbs(435 kg) -- G Brace Identification on Plans 2.5"LONGITUDINAL Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.5_ r Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 5.89 lb/ft(8.77 kg/m) 471 lbs(214 kg) 2.5"(65 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 5.89 lb/ft(8.77 kg/m) 471 lbs(214 kg) Subtotal Weight 942 lbs(427 kg) Wp(incl. 15%) 1083 lbs(491 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 542 lbs(246 kg) — Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBraceT"Version 81 Use of TOLBracel"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation TWALITY M.S Job#3024-18 14650 SW 97TH E.Ar . /br viogBusinessWadsUide Brace Identification 2.5"LONGITUDINAL Brace Type(Per NFPA#13) NFPAType F Braced Pipe(ft) 2.5"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 nun) 80 ft(24.4 m) 2.5"Sch.10 Steel Pipe(63.5 mm) 80 k(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 542 lbs(246 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.980 Universal Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWl Calculations prepared by MIKE MCNEIL •The description of the Structural Member is for informational purposes only TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at Vwiw.tolco.com