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HomeMy WebLinkAboutBLD2015-00058 - ANALYSIS • t L Hydraulic Overview J Job Number 60-Camp Parsons Report Description.Light Hazard Jcb 60 ' Kevin Bell Job Name — _. FY.. FAA Camp Parson's Dining Hall _ (253)888-2073 PMn®1 Stets C.MWIbn&um.NurMr 970 Bee Mill Rd AM1°m A PXJ RA#1-Dining _ Jefferson County Building Department Address Jnb Sitsdeuildnq Brinnon,WA 970 Bee Mill Rd System o.o.b Area orppgm.pon 0.10gpmftH 1950.00f1'(Actual 2044.24ft') Most C.rmean.Sprinkler pu Ha..At,.m 5.6 K-Factor 14.82 at 7.00 100.00 Covers,p.r Sprinkler Number asprxrAS,,Calculated 145.83ft' 20 System Flame o.m.ne System How Demand 39.31 444.05 raa o.m.w pma.ur.5o:05 544.05 @ 39.31 +8.03(17.0%) Supplies Check Point Gauges Node Name Flow(pprnl Hose Flowlppml Staticlpsll Residualipsll Identrfier Press.ue,psil K—Factor(Ki Flowrepmj 1 Water Supply 640.00 100.00 74.00 38.00 . / P WASNIN .TATS • CERTIFICAT .)/ ' OMPETENCY FIRE PROTECTS r 1.. -RINKLER SYSTEMS Steve Adamson 4265-t.• - evel3 Colu •s: • e, Inc. COL f'1952MG ��-1 9 ExpIrma SI atura Data 12(3171 S Sa a Camp Parson's Dining Hall-Piping(2) Water Supply at Node 1(640.00,0.00.74.00,38.00) 190 I'■■ ° ° ° 80 Ili■■■ 5°R°R° .. tatic Pressure 74.00 ■NI mill e 70 II'■■ ■■ to 60 111.....1■ ■ d ■ 1 mil .i. 1- ' •b , _ '- 40 I"�• .40.00 @ 38.0. • ■ _ 544.05 with hose streams f t 4 I 30 �� ° ' =g ' — ° 10 -I,■■\\�■■■■ a. ';- IiiiUmik`IIIIIII■■m Cr)000 600 750 900 1050 1200 1350 1500 Water flow,gpm 1.11 /{,.®M.E.PCAD,Inc. 41 AutoSPRINK®VR11 v11.0.30.0 2/16/2015 4:56:.71. A Page 1 U / 711 )/ 1' 01 7 , Hydraulic Summary rt -, Job Number.60-Camp Parsons Job Report Description'Light Hazard 60 Kevin Ke Bell Camp Parson's Dining Hall 970 Bee Mill Rd Jefferson County Building Department Job S RA#1-Dining 970 Bee Be - e Mill Rd o„wnv w. Brinnon,WA Camp Parson's Dining Hall-Piping(2) System Remote Area(s) 5.6 K-Factor 14.82 at 7.00 / Light Hazard Camp Parsons H°a.Plb.nq N Source Cenetty M.aPopiulen 100.00 0.10gpm/fr 1950.00ft'(Actual 2044.24ft') Numberasp,.un.C.l.At,a cewr.Q.wrsv,Inks, Node Flow(gpm) 20 145.83ft= Hose At Node 13 40.00 nunnw RUNIK'R.xu,.p,r Remw r..yyrwyami°M„.R.,rns nr.. r°b1 RO»sU¢.m, 140.00 SVM.T fbw 0e,r.M I T0r.I Wbr Rqu,M Iitludinp Hose NbwnaI 444.05 544.05 Narm,m R,esu,.UnW Ian»0l Loop. 0.00 Mxin,um Nbcry Move 0,0,51 13.95 between nodes 285 and 565 Mu,num 5.10.?Under GrN.00 10.19 between nodes 4 and 5 SSilm.capacity of NM Pip.. Wlwn®p W0$Ory Rp.. 864.89gal Node Name Hose Flow Static Residual Flow Available Total Demand Required Safety Margin (gPm) (psi) (Psi) (gPm) (Psi) (9Pm) (Psi) (Psi) 1 Water Supply 100.00 74.00 38.00 640.00 47.34 I 544.05 39,31 8.03 Contractor ' ) `p „Rl�l �=r - 0000 Yr Lnnbotl°,No rta, C H,rrY 1 John Goldberg c°PM CL Nan.,fCOMnpor: Columbia Fire ""(2 ua.xn (206)232-8569 111 So Findlay St HM ' (.0 340-8100 V M r.x z N»tyv3 _ kjohn c.Dcolumbiafire.net W Seattle,WA �www.columbiafire.net , ®M.E.P.CAD,Inc. ;.�N�AutoSPRINK®VR11 v11.0.30.0 •�I/ 2/16/2015 4:56:30PM Page 2 Limis Hydraulic Graph Job Number:80-Camp Parsons Report Description:Light Hazard • Water Supply at Node 1 100 90 60 -Static Pressure 74.00 70 60 'N d 50 40 444.05 39.31 _-� 640.00 I 38.00 544.05 with hose streams 30 System demand curve 20 10 D in noun 1 1 1 1 1 1 l t i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 11 1 1 1 1 1 1 I I I I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QI 50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm yw,foKCr.m Water Supply at Node 1 Sac:Praxure 74.00 M.skxt.Prxeun Test Concluded By T.Y YNYxf.By 38.00 @ 640.00 Columbia Fire Marty Boonstra •niMeM Pressure et lime of Txt Dab on* 47.34 @ 544.05 10-28-2014 Bryet.D.m.N 39.31 @ 444.05 Site SyYem Demand 11namlirq Move Movance YBourNo 39.31 @ 544.05 ®M.E.P.CAD,Inc. , ,�AutoSPRINK®VR11 v110.30.0 2/16/2015 4:56:31 PM Page 3 . . 1 mg Ini Summary Of Outflowing Devices i Job Number:60-Camp Parsons - Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device lopm) (Rpm) MI (psi) Hose 13 40.00 40.00 0 34.38 . . Sprinkler 289 21.33 14.58 5.6 14.51 Sprinkler 562 23.21 14.58 5.6 17.18 Sprinkler 563 22.48 14.58 5.6 16.09 Sprinkler 565 22.02 14.58 5.6 15.46 Sprinkler 566 24.53 14.58 5.6 19.18 Sprinkler 567 24.49 14.58 5.6 19.13 Sprinkler 591 20.65 14.58 5.6 13.59 Sprinkler 592 19.17 14.58 5.6 11.72 Sprinkler 594 18.22 14.58 5.6 10.59 Sprinkler 596 21.27 14.58 5.6 14.42 Sprinkler 624 20.13 14.58 5,6 12.92 Sprinkler 625 18.17 14.58 5.6 10.53 c> Sprinkler 626 14.82 14.58 5.6 7.00 Sprinkler 627 19.45 14.58 5.6 12.06 Sprinkler 628 19.24 14.58 5.6 11.81 Sprinkler 652 20.28 14.58 5.6 13.12 Sprinkler 653 16.36 14.58 5.6 8.54 Sprinkler 654 20.16 14.58 5.6 12.98 Sprinkler 655 21.02 14.58 5.6 14.09 Sprinkler 668 17.07 14.58 5.6 9.29 C> Most Demanding Sprinkler Data >13 ',716alle k,®M.E.P.CAD,Inc. a AutoSPRINKO VR11 v11.0.30.0 2/16/2015 4:56:32PM Page 4 UNA. 44 Node Analysis J Job Number:60-Camp Parsons .*_ Report Description:Light Hazard Node Elevation(Foot) Fittings Pressure(psi) I Discharge(gpm) 1 -4-0 S _ 39.31 444.05 _ 13 1-0 Hose 34.38 40.00 289 17-10%z Spr(-14.51) 14.51 21.33 562 17-0% Spr(-17.18) 17.18 23.21 563 17-0% Spr(-16.09) 16.09 22.46 565 17-014 Spr(-15.46) 15.46 22.02 • 566 11-4 Spr(-19.18) 19.18 24.53 • 567 11-4 Spr(-19.13) 19.13 24.49 591 23-4 Spr(-13.59) 13.59 20.65 592 23-4 Spr(-11.72) 11.72 19.17 594 23-4 Spr(-10.59) 10.59 18.22 596 17-10% Spr(-14.42) 14.42 21.27 624 23-2 Spr(-12.92) 12.92 20.13 625 23-2 Spr(-10.53) 10.53 18.17 _ 626 23-2 Spr(-7.00) 7.00 14.82 627 17-7 Spr(-12.06) 12.06 19.45 628 17-10 Spr(-11.81) 11.81 19.24 652 16-8 Spr(-13.12) 13.12 20.28 653 16-8 Spr(-8.54),Z 8.54 16.36 654 11-1 Spr(-12.96) 12.96 20.16 655 11-4 Spr(-14.09) 14.09 21.02 668 13-2 Spr(-9.29) 9.29 17.07 2 -4-0 E(22-1) 37.45 4 1-0 LtE(10-014) 34.95 5 1-0 T(12-0),C(12-0) 34.56 _ _ 6 1-0 BFP(-0.00) 34.56 56 4-0 32.70 60 5-1 32.19 61 10-3 LtE(7-11) 29.76 210 10-6 T(26-4) 23.17 236 11-0 E(4-0) 20.47 237 11-0 E(4-0) 20.43 246 10-6 P0(8-0) 25.13 248 10-6 P0(6-0) 25.13 250 10-6 P0(8-0) 25.13 252 10-6 P0(8-0) 25.13 254 10-6 P0(8-0) 25.13 256 10-6 P0(8-0) 25.13 265 10-6 P0(8-0) 22.70 _ - 266 10-6 P0(8-0) 22.69 267 10-6 P0(8-0) 22.69 269 - 10-6 P0(6-0) 22.69 _ _ 270 10-6 P0(8-0) 22.69 271 10-6 P0(8-0) 22.69 283 16-7 E(4-0) 18.09 ,_ 284 16-7 E(4-0) 17.36 285 16-7 E(4-0) 16.95 302 15-6 P0(8-0) 20.21 303 15-6 P0(8-0) 20.21 304 15-6 T(26-4) 20.21 305 15-6 P0(8-0) 19.84 306 15-6 P0(8-0) 19.76 307 15-6 P0(8-0) 19.75 310 10-6 Z 22.71 334 10-6 P0(8-0) 25.13 ''A 335 10-6 P0(8-0) 25.13 337 10-6 PO(8-0) 25.13 338 10-6 P0(8-0) 25.13 * 1 340 10-6 P0(8-0) 25.13 s 341 10-6 P0(8-0) 25.13 11.1 ....ow k,0 M.E.P.CAD,Inc. la AutoSPRINK®VR11 v11.0.30.0 2/16/2015 4:56:34PM Page 5 # i1 Hydraulic Analysis Job Number:60-Camp Parsons Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary I Upstream Total Length v Route 1 BL 1.3800 48.25 10.35 120 0.174518 14-10% Pf 3.64 626 23-2 14.82 5.6 7.00 Sprinkler, 6-0 Pe -0.06 594 23-4 10.59 2E(3-0) 20-10%Pv BL 1.6100 66.47 10.48 120 0.149025 14-5% Pf 2.16 594 23-4 18.22 5.6 10.59 Sprinkler Pe 2.72 565 17-0% 15.46 14-5% Pv BL 1.6100 88.49 13.95 120 0.253020 1-1 Pf 1.29 565 17-0% 22.02 5.6 15.46 Sprinkler, 4-0 Pe 0.20 285 16-7 16.95 E(4-0) 5-1 Pv RN 1.6100 88.49 13.95 120 0.253020 1-2% Pt 2.33 285 16-7 16.95 8-0 Pe 0.47 307 15-6 19.75 P0(8-0) 9-2%Pv CM 4.2600 88.49 1.99 120 0.002214 7-3 Pf 0.02 307 15-6 19.75 Pe 306 15-6 19.76 7-3 Pv CM 4.2600 _ 168.57 3.79 120 0.007294 10-0 Pf 0.07 306 15-6 80.08 19.76 Flow(q)from Route 4 Pe 305 15-6 19.84 10-0 Pv CM 4.2600 232.56 5.23 120 0.013229 1-9 Pf 0.37 305 15-6 63.99 19.84 Flow(q)from Route 7 26-4 Pe 304 15-6 20.21 T(26-4) 28-1 Pv FM 4.2600 232.56 5.23 120 0.013229 25-8 Pf 0.79 304 15-6 20.21 34-3 Pe 2.17 210 10-6 23.17 LtE(7-11),T(26-4) 59-11 Pv FM 4.2600 404.05 9.10 120 0.036756 94-10% Pf 6.49 210 10-6 171.49 23.17 Flow(q)from Route 5 81-7% Pe 0.11 61 10-3 29.76 T(26-4),7LtE(7-11) 176-6% Pv FR 4.2600 404.05 9.10 120 0.036756 5-2 Pf 0.19 61 10-3 29.76 Pe 2.24 60 5-1 32.19 5-2 Pv MS 4.2600 404.05 9.10 120 0.036756 1-1 Pf 0.04 60 5-1 32.19 Pe 0.47 56 4-0 32.70 2f(-0.00) 1-1 Pv FR 4.2600 404.05 9.10 120 0.036756 7-1% Pf 0.55 56 4-0 32.70 7-11 Pe 1.30 6 1-0 34.56 LtE(7-11),BFP(-0.00) 15-0%Pv UG 4.2200 0.32 0.01 140 0.000000 1-11 Pf 0.00 • 6 1-0 34.56 66-11 Pe 5 1-0 34.56 T(33-5%),C(33-5%) 68-10 Pv UG 4.2200 444.05 10.19 140 0.034457 1-2% Pf 0.39 5 1-0 40.00 34.56 Flow(q)from Route 11 10-014 Pe 4 1-0 34.95 LtE(10-0%) 11-3 Pv UG 6.2800 444.05 4.60 140 0.004971 22-9 Pf 0.33 4 1-0 34.95 44-1% Pe 2.17 2 -4-0 37.45 2E(22-1) 66-10% Pv • UG 5.8800 444.05 5.25 140 0.006850 229-2% Pf 1.87 2 -4-0 37.45 43-5% Pe 1 -4-0 39.31 2E(16-0),EE(8-0),GV(3-5),S 272-8 Pv 100.00 Hose Allowance At Source 1 544.05 Route 2 BL 1.3800 33.43 7.17 120 0.088528 14-7 pf 1.29 653 16-8 16.36 5.6 8.54 Sprinkler Pe -2.83 626 23-2 7.00 14-7 Pv Route 3 BL 1.0490 17.07 6.34 120 0.097055 7-9% Pf 0.76 668 13-2 17.07 5.6 9.29 Sprinkler, Pe -1.51 653 16-8 8.54 Z 7-9% Pv we Route 4 BL 1.6100 38.46 6.06 120 0.054147 14-10% Pf 1.24 625 23-2 18.17 5.6 10.53 Sprinkler, 8-0 Pe -0.06 592 23-4 11.72 2E(4-0) 22-10% Pv BL 1.6100 57.62 9.05 120 0.114422 14-5% Pf 1.66 592 23-4 19.17 5.6 11.72 Sprinkler Pe 2.72 563 17-0% 16.09 14-5% Pv BL 1.6100 60.08 12.62 120 0.210361 1-1 Pf 1.07 563 17-0% 22.46 5.8 16.09 Sprinkler, 4-0 Pe 0.20 284 18-7 17.36 E(4-0) 5-1 Pv RN 1.6100 80.08 12.62 120 0.210361 1-2% Pf 1.94 284 16-7 17.36 8-0 Pe 0.47 306 15-6 19.76 P0(8-0) 9-2%Pv k.C M.E.P.CAD,Inc. di AutoSPR IN K®VR11 v11.0.30.0 2/18/2015 4:56:35PM Page 6 +-r,, 11 Hydraulic Analysis (;II'IE'I°°''� Job Number:60-Camp Parsons Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length v Route 6 BL 1.3800 40.26 8.64 120 0.124868 14-11% Pf 2.61 628 17-10 19.24 5.6 11.81 Sprinkler. 6-0 Pe -0.00 596 17-10% 14.42 2E(3-0) 20-11%Pv BL 1.6100 _ 61.53 9.70 120 0.129171 14-7 Pf 1.88 598 17-10% 21.27 5.6 14.42 Sprinkler Pe 2,63 567 11-4 19.13 14-7 Pv BL 1.6100 86.02 13.56 120 0.240116 0-9% Pf 1.15 567 11-4 24.49 5.6 19.13 Sprinkler, 4-0 Pe 0.15 237 11-0 20.43 E(4-0) 4-9%Pv RN 1.6100 86.02 13.56 120 0.240116 0-6% Pf 2.05 237 11-0 20.43 8-0 Pe 0.21 286 10-6 22.69 P0(8-0) 8-6%Pv CM 4.2600 86.02 1.94 120 0.002101 6-6 Pf 0.01 266 10-6 22.69 Pe 265 10-6 22.70 6-6 Pv CM 4.2600 171.49 3.86 120 0.007529 0-6 Pf 0.00 265 10-6 85.47 22.70 Flow(q)from Route 6 Pe 310 10-6 22.71 Z 0-6 Pv FM 4.2600 171.49 3.86 120 0.007529 45-2 Pf 0.46 310 10-6 22.71 15-914 Pe 210 10-6 23.17 2LtE(7-11) 61-0 Pv we Route 6 BL 1.3800 39.61 8.50 120 0.121178 15-0% Pf 2.55 627 17-7 19.45 5.6 12.06 Sprinkler, 6-0 Pe -0.11 289 17-10% 14.51 2E(3-0) 21-0%Pv BL 1.6100 60.94 9.60 120 0.126908 14-7 Pt 1.85 289 17-10% 21.33 5.6 14.51 Sprinkler Pe 2.83 568 11-4 19.18 14-7 Pv BL 1.6100 85.47 13.47 120 0.237272 0-9% Pf 1.13 566 11-4 24.53 5.6 19.18 Sprinkler, 4-0 Pe 0.15 236 11-0 20.47 E(4-0) 4-9%Pv RN 1.6100 85.47 13.47 120 0.237272 0-6% Pf 2.03 236 11-0 20.47 8-0 Pe 0.21 265 10-6 22.70 P0(8-0) 8-6%Pv a • Route 7 BL 1.3800 20.13 4.32 120 0.034642 14-10% Pf 0.72 624 23-2 20.13 5.6 12.92 Sprinkler, 6-0 Pe -0.06 591 23-4 13.59 2E(3-0) 20-10% Pv BL 1.6100 40.78 6.43 120 0.060350 14-5% Pf 0.87 591 23-4 20.65 5.6 13.59 Sprinkler Pe 2.72 562 17-0% 17.18 14-514 Pv BL 1.6100 63.99 10.08 120 0.138899 1-1 Pf 0.71 562 17-0% 23.21 5.8 17.18 Sprinkler, 4-0 Pe 0.20 283 16-7 18.09 E(4-0) 5-1 Pv RN 1.6100 63.99 10.08 120 0.138899 1-2% Pf 1.28 283 16-7 18,09 8-0 Pa 0.47 305 15-6 19.84 P0(8-0) 9-2%Pv w Route 8 BL 1.0490 20.16 7.48 120 0.132096 14-7 Pf 1.93 654 11-1 20.16 5.6 12.96 Sprinkler Pe -2.83 627 17-7 12.06 14-7 Pv QM Route 9 BL 1.6100 20.28 3.20 120 0.016579 14-7 Pf 0.24 652 16-8 20.28 5.6 13.12 Sprinkler Pe -2.83 825 23-2 10.53 14-7 Pv we Route 10 BL 1.3800 21.02 4.51 120 0.037517 14-7 Pf 0.55 655 11-4 21.02 5.6 14.09 Sprinkler Pe -2.83 628 17-10 11.81 14-7 Pv we Route 11 MS 2.4690 40.00 2.68 120 0.007259 1-0 Pt 0.18 13 1-0 40.00 34.38 Hose 24-0 Pe 5 1-0 34,56 T(12-0),C(12-0) 25-0 Pv 9..trw ® Route 12 DY 4.2200 403.73 9.26 140 0.028893 0-0 Pf 0.00 6 1-0 34.56 Pa 5 1-0 34.56 0-0 Pv r , vw -J k,0 M.E.P.CAD,Inc. 'ie AutoSPR INK®VR11 v11.0.30.0 2/16/2015 4:56:35PM Page 7 44f� s l Hydraulic Analysis sis ` Job Number:60-Camp Parsons Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss _ Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream LLL Total Length Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier ■ / Actual Inside Diameter 4.e7 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Value Of C Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 1114°Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Vihrsbo WMV Water Meter Valve Z Cap 0 0 �,®M.E.P.CAD,Inc. 4AutoSPRINK®VR11 v11.0 30.0 2/16/2015 4:56:35PM Page 8 ILL s 4 Flow Diagram (Top View) Job Number:60-Camp Parsons Report Description:Light Hazard o S O O ° 0 a • d O t F ere'O O° UL.® ' —1.. ° . , c H 7 r-° .-- '1 a • o I I. ��i� 6 °n .6 ` °6 . ` r I r I. o „. — °-1l Ora a. • , al t ‘;''J •=.=s E .. a _ -_. -= = a� ■ 0 0 o • • o 10 0 O I kl,®M.E.P.CAD,Inc. iii AutoSPRINK®VR11 v11.0.30.0 2/16/2015 4.56:37PM Page 9 If� Flow Diagram (Isometric View) Job Number:60-Camp Parsons Report Description:Light Hazard 9 / e A P O - G / / o`a (1,©M.E.P.CAD,Inc. AutoSPRINK®VR11 v11.0.30.0 2/16/2015 4.56.39PM Page 10 I Flow Diagram (Current View) i Job Number:60-Camp Parsons Report Description:Light Hazard o l l ri < ---J tSL-111 - fir) / 1 \! �_ i! IC! 11 ��I O ®1, 1 .—� 1�� i! H-�.: 0 1 IG=1 H II .—ll.---�fl U ,l i n,,D a>- -- - +' — . .. ° CDOU G it 1== 1==1 C) 1==1 C—=1 1C—=1 IC—=1 ■ '1 _ 9 1—' © 1C-- I1 I 1— --J IM II 1C---I LEI —�I IC. 1 IC—=1 9 0 0 0 0 °S 0 ti m° 0 ER 0 C. 1! 9 ❑ ❑ tC— L— — IC 1 1G-1 uu i 1. IC--=- C 0 ❑ Y Ii IS 15 C: 0 0® 0 5 855 Y 80 0g� Y Y ` l —I — _1I IC--i CD 1 1V CD 665 O Y °° YO 0 Y O CD! I O O QIN 0 0 W k,©M.E.P.CAD,Inc. a AutoSPRINK®VR11 v11.0.30.0 2/16/2015 4,56.40PM Page 11 =, • 1 #4 t Hydraulic Overview Job Number 60-Camp Parsons Report Description:Light Hazard Job Job NUm[e, o.al9n En.;iocni 60 Kevin Bell tab Name' ---- - - Phone FAX Camp Parson's Dining Hall (253)888-2073 ACam1 970 Bee Mill Rd Sane c.a..ronrb:.n,e m.abe, Address 2 AXJ RA#2-West Wing Jefferson County Building Department Am.ee Job 9}e'Bvitling Brinnon,WA 970 Bee Mill Rd System Den.0, Nea MAimqn 0.10gpm/ft' 1950.00ft'(Actual 1851.48(0) me,wn.nans SF,ifM„o,n _. He..sbe.n. 5.6 K-Factor 14.82 at 7.00 100.00 ce..,.ee P.■ Pmu■, Calculated 96.25f? SOW..SOCalculated 96.25fF Number a 23 System Premise Demand _- - - System Sem Cone. 31.04 423.43 'Nn;amend - Pressure PeauX 523.43 @ 31.04 --18.14(36 9%) Supplies Check Point Gauges Node Name Flow(opm) Hose Flow(cpm) Static(psil Residual(psll Idenlrfier Prossure(ps1) K-Factor;K) Floe/room) 1 Wafer Supply 64000 100.00 74.00 38.00 ill 1E7 g i i M I , : j >! WASHINOTOrN STATE Li r)',T FEB 2 5 2015 r+FIRE PROTECTION SP MN L STEMS Steve Adamson i 4265-0691-C Level Columbia Fire, Inc. Jtrh., O Cvi1NN COLUMF195� COh'Sj' I- DEVELOPMENT '7�7J��� L— Ebxpir's Stanatura Oats 12/31/13 . asmri Camp Parson's Dining Hall-P:ping(2) Water Supply at Node 1(640.00,0,00,74.00,38.00) 100 minim 80 1111111111° ■.-- � ° o Static Pressure 74,00 ICI 70 Ili '.■■��� 9 (e 60 ■.-- , e 50 I1'.■■--- a o- L 1- I-'a. —B. - • .. a 40 I,�. -I.00 @38.II --- 8� U;"t$J�_ q p,f - _ - - 423.434: 31.04 1 3 1 ( 523.43 with hose streams 1 f _ _ — �"' 20 System demand curve_ _ _ 30 .., 11111111111111101111111111111111111 00 600 750 900 1050 1200 ,350 1500 V 750 Water flow,gpm 1-11.1 w 0 M.E.P.CAD,Inc. A AutoSPRINK®VR11 011.0.30.0 2/16/2015 5:00:08PM Page 1 Um a " Hydraulic Summary Job Number 60-Camp Parsons Report Description.Light Hazard Joh m00, 60 Kevin ; Kevin Bell smm ce,rn.odne„Y„me xemee, - - - Camp Parson's Dining Hall AMrve.1 AHJ 970 Bee Mill Rd Jefferson County Building Department Address z RA#2-West Wing Jab SIn0 eg - — _ 970 Bee Mill Rd Address3 Droving Name Brinnon,WA Camp Parson's Dining Hall-Piping(2) System Remote Area(s) 5.6 K-Factor 1462 at 7.00 Light Hazard eCamp Parsons Xye Nb..'ance N Sean GeMy Nee 01',,O11cffion 100.00 0.10gpm/ft' 1950.00(t2(Actual 1851.48(14) Ad Carol Hem supplies Node Nmn« C Sprinklers Calculated °Overlap Pa,Sp^nYk, Flow(OPm) 23 96.25fR Hose At Node 13 40.00 AOHORek Results.P,euun 0Or Remote MO)0d o.0 To Most Remote Ana Tau!005.Streams 140.00 fiyLem Fbw 0.nwM Total Older Xpuad t0tlutli.How Allowance) 423.43 523.43 E4.i,um Pressure Vrbt^M II Loope 0.00 Maximum Velocity/Wove G,OUM 10.51 between nodes 340 and 325 Maximum Ve loony Under Ground 9.71 between nodes 4 and 5 Volume®PCay of NM Pere OOYme wpaly of Cy NM 864.89ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (9pm) (Psi) (Psi) (9Pm) (Psi) (qpm) (psi) (psi) 1 Water Supply 100.00 74.00 38.00 640.00 49.18 523.43 31.04 18.14 Contractor Gonaeee xe�el 1 conMe Nam. .nnla,l . John Goldberg PM.-. Mary E•N^ ^ •I^ - Add.w (208)232-8569 111 So Findlay St P(206)340-6100 Pdtrew 2 E-mall kjohn@calumbiatire.net RftlnuJ - NVOSX0 Seattle,WA ■ ww.columbiafire.net DvF,®M.E.PCAD,Inc. iluAutoSPRINK®VR11 v11.0.30.0 2/16/2015 5:00:O8PM Page 2 uta Oil Hydraulic Graph Job Number:60-Camp Parsons Report Description:Light Hazard Water Supply at Node 1 100 .- - - -. - 90 • 80 Static Pressure 74.00 70 60 N ❑. W 60 N d 40 640.00 @ 38.00 423.43 @ 31.04 30 • 523.43 with hose streams 20 System demand curve _ 10 0 •wuuw i i i n i i i i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i i 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0150 300 450 600 750 900 1 050 1200 1350 1500 Water flow,gpm xmnterc,.p.. _. Water Supply at Node 1 74.00 Tog Conducted By s.w.b»»a By 38.00 @ 640.00 Columbia Fire Marty Boonstra Ave dab!.N.aaur..Lr,»m Test Date olr», 49.18 @ 523.43 10-28-2014 snwm Demand Loom,. 31.04 @ 423.43 Site System Demand(Including Ha»aw..n»n Source) 31.04 @ 523.43 U UJ A�,®M.E.P.CAD,Inc. , AutoSPRINK®VR11 v11.0.30.0 2/16/2015 5:00:09PM Page3 = .. _ . ill ,Summary Of Outflowing Devices Job Number 60-Camp Parsons Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device • (om) (qpm) (K) (psi) Hose 13 40.00 40.00 0 26.32 Sprinkler 886 18.63 9.63 5.6 11.06 Sprinkler 669 18.64 9.63 5.6 11.07 Sprinkler _ 670 1967 9.63 5.6 11.12 Sprinkler 671 18.74 - _9.63 5.6 11.20 Sprinkler 672 18.66 9.63 5.6 11.35 ._ Sprinkler 673 19.39 9.63 5.6 11.98 Sprinkler 686 16.07 9.63 5.6 8.23 Sprinkler 687 16.06 9.63 5.6 8.23 Sprinkler 688 16.10 9.63 5.6 8.27 Sprinkler 689 16.18 9.63 5.6 8.35 _ Sprinkler 690 18.32 9.63 5.6 8.49 41, Sprinkler 695 14.82 9.63 5.6 7.00 Sprinkler 696 14.82 9.63 5.6 7.01 Sprinkler 697 14.83 9.63 5.6 7.02 Sprinkler 698 14.90 9.63 5.6 7.08 Sprinkler 699 1603 9.63 5.8 7.21 Sprinkler 700 16.18 9.63 5.6 8.35 Sprinkler 715 16.29 9.63 5.6 8.47 Sprinkler 716 16.30 9.63 5.6 8.47 Sprinkler 717 16.31 9.63 5.6 8.48 Sprinkler 718 16.37 9.63 5.6 8.54 Sprinkler 719 16.48 9.63 5.6 8.66 Sprinkler 720 17.44 9.63 5.6 9.70 - Most Demanding Sprinkler Data . rl • • 0 .• x 0 Usi ,4111.11 ,-..• L ©M.E.P.CAD,Inc. igi AutoSPRINKO VR11 v11.0.30.0 2/16/2015 5:00:10PM Page 4 LAW° dNode Analysis 1 Job Number:60-Camp Parsons Report Description:Light Hazard Node Elevation(Foot) Fittings Pressure/psi) Discharge(gpm) 322 1 11-6 T(5-0) 11.45 323 ' 11-6 T(5-0) 11.49 324 11-6 T(5-0) 11.58 325 11-6 T(5-0) 11.74 326 11-6 T(5-0) 12.41 ' 334 10-6 P0(8-0) 13.21 335 10-6 P0(8-0) 13.22 337 10-6 P0(8-0) 13.27 338 10-6 P0(8-0) 13.37 340 10-6- P0(8-0) 13.55 341 10-6 P0(8-0) 13.75 343 16-0 9.79 349 18-5 T(5-0) 8.01 350 16-5 T(5-0) 8.02 1 _ -4-0 S 31.04 423.43 13 1-0 Hose _ _ 26.32 40.00 666 10-7% Spr(-11.06) 11.06 18.63 669 10-7% Spr(-11.07) 11.07 18.64 670 . 10-7% Spr(-11.12) 11.12 18.67 671 10-7% Spr(-11.20) 11.20 18.74 672 10-7% Spr(-11.35) 11.35 18.86 673 10-7% Spr(-11.98) 11.98 19.39 886 15-11% Spr(-8.23) 8.23 16.07 687 16-0 Spr(-8.23) 8.23 16.06 688 16-0 Spr(-8.27) 8.27 16.10 689 16-0 Spr(-8.35) 8.35 - 16.18 690 16-0 Spr(-8.49) 8.49 16.32 695 16-0 Spr(-7.00) 7.00 14.82 696 16-0 Spr(-7.01) 7.01 14.82 697 16-0 Spr(-7.02) _ 7.02 14.83 698 16-0 Spr(-7.08) _ 7.08 14.90 699 16-0 Spr(-7.21) 7.21 15.03 700 16-0 Spr(-8.35) 8.35 16.18 715 10-7% Spr(-8.47) 8.47 16.29 716 10-7% Spr(-8.47) 8.47 16.30 717 10-7% Spr(-8.48) _ 8.48 16.31 718 _ 10-7% Spr(-8.54) 8.54 16.37 719 10-7% Spr(-8.66) 8.66 16.48 720 10-714 Spr(-9.70) 9.70 17.44 2 -4-0 E(22-1) 29.33 4 1-0 LtE(10-0%) 26.86 5 1-0 T(12-0),C(12-0) 26.50 6 1-0 BFP(-0.00) 26.50 56 4-0 24.70 --_ 60 5-1 24.19 61 10-3 LtE(7-11) 21.78 246 10-6 P0(8-0) 14.83 248 10-6 P0(8-0) 15.11 250 10-6 P0(8-0) 15.39 252 10-6 P0(8-0) 15.68 254 10-6 P0(8-0) 15.96 256 10-6 P0(8-0) _ 16.87 265 10-6 P0(8-0) 17.56 266 10-6 P0(8-0) _ 17.56 267 10-6 P0(8-0) 17.56 am 269 10-6 P0(8-0) 17.56 270 10-6 P0(8-0) 17.56 271 10-6 P0(8-0) 17.56 U 302 15-6 P0(8-0) 15.39 _ 303 15-6 P0(8-0) 15.39 W 305 15-6 P0(8-0) 15.39 306 15-6 P0(8-0) 15.39 �l 0 M.E.P.CAD,Inc. Ai AutoSPRINK®VR11 v11.0.30.0 2/16/2015 5:00:11 PM Page 5 u,, 1 Node Analysis Job Number:60-Camp Parsons Report Description:Light Hazard Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 307 15-6 P0(8-0) 15.39 321 11-6 T(5-0) 11.44 Lio MONO IL,®M.E.P.CAD,Inc. k11AutoSPRINK®VR11 v11.0.30.0 2/18/2015 5:00:11PM Page6 U. i .ytt 41 Hydraulic Analysis Job Number 60-Camp Parsons - Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length op Route 1 BL 1.3800 31.11 6.67 120 0.077501 9-4% Pt 1.19 695 16-0 16.29 5.6 7.00 Sprinkler„Flow(q)from Route 7 6-0 Pe -0.18 349 16-5 8.01 2E(3-0) 15-4% Pv BL 1.6100 31.11 4.90 120 0.036583 0-9% Pf 0.03 349 16-5 8.01 Pe 0.19 686 15-11% 8.23 0-9%Pv BL 1.6100 47.18 7.43 120 0.079034 5-0% Pf 1.27 686 15-11% 16.07 5.6 8.23 Sprinkler, 8-0 Pe 1.94 321 11-6 11.44 7(8-0) 16-0%Pv RN 1.6100 65.80 10.37 120 0.146276 1-2% Pf 1.35 321 11-6 18.63 11.44 Flow(q)from Route 13 8-0 Pe 0.43 334 10-6 1321 P0(8-0) 9-2% Pv FM 4.2600 65.80 1.48 120 0.001280 10-0 Pf 0.01 334 10-6 13.21 Pe 335 10-6 13.22 10-0 Pv FM 4.2600 131.63 2.96 120 0.004616 10-0 Pf 0.05 335 10-6 85.83 13.22 Flow(q)from Route 2 Pe 337 10-6 13.27 10-0 Pv FM 4.2600 197.55 4.45 120 0.009782 10-0 Pf 0.10 337 10-6 65.92 13.27 Flow(q)from Route 3 Pe 338 10-6 13.37 10-0 Pv FM 4.2600 _ 263.74 5.94 120 0.016695 10-9 Pf 0.18 338 10-6 66.19 13.37 Flow(q)from Route 4 Pe 340 10-6 13.55 10-9 Pv FM 4.2600 330.43 7.44 120 0.025335 7-10 Pf 0.20 340 10-6 66.69 13.55 Flow(q)from Route 5 Pe 341 10-6 13.75 7-10 Pv FM 4.2600 383.43 8,83 120 0.033361 16-7 Pf 1.08 341 10-6 53.00 13.75 Flow(q)from Route 6 15-9% Pe 246 10-6 14.83 2LtE(7-11) 32-4% Pv FM 4.2600 383.43 8.63 120 0.033361 8-6 Pf 0.28 246 10-6 14.83 Pe 248 10-6 15.11 8-6 Pv FM 4.2600 _ 383.43 8.63 120 0.033361 8-6 Pf 0.28 248 10-6 15.11 Pe 250 10-6 15.39 8-6 Pv FM 4.2600 383.43 8.63 120 0.033361 8-6 Pf 0.28 250 10-6 15.39 Pe 252 10-6 15.68 8-6 Pv FM 4.2600 383.43 8.83 120 0.033361 8-6 Pf 0.28 252 10-6 15.68 Pe 254 10-6 15.96 8-6 Pv FM 4.2600 383.43 8.63 120 0.033361 89-7 Pf 5.71 254 10-6 15.96 81-7% Pe 0.11 61 10-3 21.78 1(26-4),7LtE(7-11) 171-2% Pv FR 4.2600 383.43 8.63 120 0.033361 5-2 Pf 0.17 61 10-3 21.78 Pe 2.24 60 5-1 24.19 5-2 Pv MS 4.2800 383.43 8.63 120 0.033361 1-1 Pt 0.04 60 5-1 24.19 Pe 0.47 56 4-0 24.70 2f(-0.00) 1-1 Pv FR 4.2600 383.43 8.63 120 0.033381 7-1% Pf 0.50 56 4-0 24.70 7-11 Pe 1.30 6 1-0 26.50 LtE(7-11),BF P(-0.00) 15-0% Pv UG 4.2200 0.31 0.01 140 0.000000 1-11 Pf 0.00 6 1-0 26.50 66-11 Pe 5 1-0 26.50 1(33-5%),C(33-504) 88-10 Pv UG 4.2200 423.43 9.71 140 0.031555 1-2% Pf 0.36 5 1-0 40.00 26.50 Flow(q)from Route 19 10-0% Pa 4 1-0 26.86 LtE(10-0%) 11-3 Pv UG 6.2800 423.43 4.39 140 0.004553 22-9 Pf 0.30 4 1-0 26.86 44-1% Pe 2.17 2 -4-0 29.33 2E(22-1) 66-10% Pv UG 5.8800 423.43 5.00 140 0.006273 229-2% Pf 1.71 >ffm 2 -4-0 29.33 43-5% Pe 1 -4-0 31.04 2E(16-0),EE(8-0),GV(3-5),S 272-8 Pv CL. 100.00 Hose Allowance At Source 1 523.43 fib Route 2 (tee) Arti ,C M.E.P.CAD,Inc. Its A utoS P R INK®VR11 v11.0.30.0 2/18/2015 5:00:13PM ersIlla Page 7 twomen Anal SIS IL.1 Number Parsons Report Description-Light Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.3800 31.13 6.68 120 0.077574 9-4% Fl 1.19 696 16-0 16.30 5.6 7.01 Sprinkler„Flow(q)from Route 8 6-0 Pe -0.18 350 16-5 8.02 2E(3-0) 15-4% Pv BL 1.6100 _ 31.13 4.91 120 0.036617 0-9 Pf 0.03 350 16-5 8.02 Pe 0.18 687 16-0 8.23 0-9 Pv BL 1.6100 47.19 7.44 120 0.079075 8-1 Pf 1.27 687 16-0 16.06 5.8 8.23 Sprinkler, 8-0 Pe 1.95 322 11-6 11.45 T(8-0) 16-1 Pv RN 1.6100 _ 65.83 10.37 120 0.146370 1-2% Pf 1.35 322 11-6 18.64 11.45 Flow(q)from Route 14 8-0 Pe 0.43 335 10-6 13.22 P0(8-0) 9-2%Pv GO Route 3 BL 1.3800_ 31.14 6.68 120 0.077650 10-1% Pf 1.25 697 16-0 14.83 5.6 7.02 Sprinkler, 6-0 Pe 0.00 688 16-0 8.27 26(3-0) 16-1%Pv BL 1.6100 47.25 7.45 120 0.079247 8-1 Pf 1.27 688 18-0 16.10 5.6 8.27 Sprinkler, 8-0 Pe 1.95 323 11-6 11.49 1(8-0) 16-1 Pv RN 1.8100 65.92 10.39 120 0.146737 1-2% Pf 1.35 323 11-6 18.67 11.49 Flow(q)from Route 15 8-0 Pe 0.43 337 10-6 13.27 P0(8-0) 9-2%Pv iii Route 4 BL 1.3800 31.27 6.71 120 0.078252 10-1% Pf 1.26 698 16-0 14.90 5.6 7.08 Sprinkler, 6-0 Pe 0.00 689 16-0 8.35 2E(3-0) 16-1%Pv BL 1.6100 47.45 7.48 120 0.079885 8-1 Pf 1.28 689 16-0 16.18 5.6 8.35 Sprinkler, 8-0 Pe 1.95 324 11-6 11.58 1(8-0) 16-1 Pv RN 1.6100 66.19 10,43 120 0.147869 1-2% Pf 1.36 324 11-6 18.74 11.58 Flow(q)from Route 16 8-0 Pe 0.43 338 10-6 13.37 P0(8-0) 9-2%Pv w Route 5 BL 1.3800 31.51 6.76 120 0.079356 10-1% Pf 1.28 699 16-0 15.03 5.6 7.21 Sprinkler, 6-0 Pe 0.00 690 16-0 8.49 2E(3-0) 16-1%Pv BL 1.6100 47.83 7.54 120 0.081055 8-1 Pf 1.30 690 16-0 16.32 5.6 8.49 Sprinkler, 8-0 Pe 1.95 325 11-6 11.74 T(8-0) 16-1 Pv RN 1.6100 66.69 10,51 120 0.149943 1-2% Pf 1.38 325 11-6 18.86 11.74 Flow(q)from Route 17 8-0 Pe 0.43 340 10-6 13.55 P0(8-0) 9-2%Pv ow Route 6 BL 1.3800 33.62 7.21 120 0.089440 10-1% Pf 1.44 700 16-0 16.18 5.6 8.35 Sprinkler, 6-0 Pe 0.00 343 16-0 9.79 2E(3-0) 16-1%Pv BL 1.6100 33.62 5.30 120 0.042219 8-1 Pf 0.68 343 16-0 9.79 8-0 Pe 1.95 326 11-6 12.41 T(8-0) 16-1 Pv RN 1.6100 53.00 8.35 120 0.098027 1-2% Pf 0.90 326 11-6 19.39 12.41 Flow(q)from Route 18 8-0 Pe 0.43 341 10-6 13.75 P0(8-0) 9-2%Pv ie+ Route 7 BL 1.0490 16.29 6.05 120 0.089066 9-7% Pt 086 715 10-7% 16.29 5.6 8.47 Sprinkler Pe -232 695 16-0 7.00 9-7%Pv o Route 8 BL 1.0490 16.30 6.05 120 0.089140 9-7% Pf 0.86 716 10-7% 16.30 5.6 8.47 Sprinkler Pe -2.32 696 16-0 7.01 9-7% Pv fib Route 9 BL 1.0490 16.31 6.05 120 0.089215 9-7% Pf 0.86 717 10-7% 16.31 5.6 8.48 Sprinkler Pe -2.32 697 16-0 7.02 9-7%Pv eh Route 10 BL 1.0490 16.37 6.08 120 0.089815 9-7% Pf 0.86 a. 718 10-7% 16.37 5.6 8.54 Sprinkler Pe -2.32 �rs� 698 16-0 7.08 9-7%Pv V uo Route 11 BL 1.0490 16.48 6.12 120 0.090915 9-7% Pf 0.88 719 10-7% 16.48 5.6 8.66 Sprinkler Pe -2 32 699 16-0 7.21 9-7% Pv L y i Route 12 a ■' L,0 M.E.P.CAD,Inc. 4jAutoSPRINK®VR11 v11.0.30.0 2/16/2015 5:00:13PM Page 8 = Lallas ( l Hydraulic Analysis i Job Number:60-Camp Parsons Report Description:Light Hazard • Pipe Type Diameter Flow Velcir HWC Friction Loss Length Pressure ' Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.0490 17.44 6.47 120 0.100980 9-7% Pf 0.97 720 10-7% 17.44 5.6 9.70 Sprinkler Pe -2.32 700 16-0 8.35 9-7%Pv Route 13 BL 1.0490 18.63 6.91 . _ 120 0.114084 1-6% Pf 0.75 666 10-7% 18.63 5.6 11.06 Sprinkler, 5-0 Pe -0.38 321 11-6 11.44 T(5-0) 6-6% Pv w Route 14 BL 1.0490. 18.64 6.92 _ 120 0.114191 1-6% Pf 0.75 869 10-7% 18.64 5.6 11.07 Sprinkler, 5-0 Pe -0.38 322 11-6 11.45 T(5-0) _ 6-6% Pv Q Route 15 BL 1.0490 18.67 6.93 _ 120 0.114575 1-6% Pf 0.75 670 10-7% 16.67 5.6 11.12 Sprinkler, 5-0 Pe -0.38 323 11-6 11.49 T(5-0) 6-6%Pv es Route 16 BL 1.0490 18.74 6.96 120 0.115360 1-6% Pf 0.76 671 10-7% 18.74 5.6 11.20 Sprinkler, 5-0 Pe -0.38 324 11-6 11.56 T(5-0) 6-6%Pv VIP Route 17 BL 1.0490 18.86 7.00 120 0.116798 1-6% Pf 0.77 672 10-7% 18.86 5.6 11.35 Sprinkler, 5-0 Pe -0.38 325 11-6 11.74 T(5-0) 6-6%Pv i Route 18 BL 1.0490 19.39 7.20 120 0.122842 1-6% Pf 0.81 673 10-7% 19.39 5.6 11.98 Sprinkler, 5-0 Pe -0.38 326 11-6 12.41 T(5-0) 6-6%Pv es Route 19 MS 2.4690 40.00 2.88 120 0.007259 1-0 Pf 0.18 13 1-0 40.00 26.32 Hose 24-0 Pe 5 1-0 26.50 T(12-0),C(12-0) 25-0 Pv = Route 20 DY 4.2200 383.12 8.79 140 0.026224 0-0 Pf 0.00 6 1-0 26.50 Pe 5 1-0 26.50 0-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) I C Value Multiplier 1 ( Actual Inside Diameter \087 Value Of C 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter J =Factor Multiplying Factor 0.713 1.16 1.33 1.51 UM. 0 0 gliall fk,©M.E.P.CAD,Inc. di AutoSPRINKID VR11 v11.0.30.0 2/16!2015 5:00:13PM Page 9 • • Hydraulic Analysis Job Number:60-Camp Parsons Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length r r Pipe Type Legend Units_Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cptg Coupling MS Miscellaneous HVVC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wrsbo WMV Water Meter Valve Z Cap alpa �,®M.E.P.CAD,Inc. 4 AutoSPRINK®VR11 v11.0.30.0 2/16/2015 5:00:13PM Page 10 iria Flow Diagram (Top View) „ i Ili Job Number:60-Camp Parsons Report Description:Light Hazard I ° ° o 0 0 . 0 0 0° 0 I, . I. ID L p O L • O• r+ o • �' f ,• i9 .1 _. . , .• a/ mt 6 .: 0 ® ° 'L—q 0� G _ __, __ __ .__ __ c,.... _ _ _ 1 In _ _ . _ . __ _ _ . _ , • . Q Q___la_ U O O O ami0 0 0 O O 0 r. C 0 0 0 Ull sepol k©M.E.P.CAD,Inc. t AutoSPRINK®VR11 v11.0.30.0 2/16/2015 5:00:15PM Page 11 UNII 1 . ` t Flow Diagram (Isometric View) J Job Number:60-Camp Parsons a. - Report Description:Light Hazard ° t i Wy\ - r i i\mod ° s dr ° O , Jaom I CO) b[L,©M.E.P.CAD,Inc. 1 AuIoSPRINK®VR11 v11.0.30.0 2/16/2015 5:00:16PM Page 12 tjul tE Flow Diagram (Current View) 1 Job Number:60-Camp Parsons Report Description:Light Hazard ( I <-1 4 1 1 ( 0 1—a=1 0 ( I- - =1 IC—sMI IMI GD Gi 0 I I— v b Ir 1 11=: -- I :7 - 1 0 IC--: I I�I to vv O U L c O Q O YO A 0 0 0 . Ka M.E.P.CAD,Inc. ,i6 AutoSPRINK®VR11 v11 0 30 0 2/16/2015 5:00:18PM Page 13 Lit t, 46 Hydraulic Overview 1 Job Number 60-Camp Parsons Report Description:Light Hazard Job JO°NUr,r�, DeSign Engineer 60 Kevin Bell Job Nem. Mond _ FAX _ Camp Parson's Dining Hall (253)888-2073 Address I Male CerlPUlbnrLkenee Number 970 Bee Mill Rd Mersa 2 - AXJ RA tt3-North Wing Attic Jefferson County Building Department Address 3 -. _--- - --_ _ Jab sd.rewalrq Brinnon,WA 970 Bee Mill Rd System Dean. Arse am pw°rwa 0.10gpmlft' 1950.001t'(Actual 1971.18ft) Most D.s.nana Spnu,e,.are Nose Stream 5.6 K-Factor 14.82 at 7.00 100,00 Cowrege ParSEnnklr N400.r Of Sprinklers C.kubNC 118.00ft" 22 sytem Pressure prone _ System plow Onvod 44.50 393.55 Total Demand iesfve Result 493.55 @ 44.50 1-7.24(14.0%) Supplies ,... Check POinl Gauges Node Name Flow(gpm) Hose Flow(a1)m) Static(psll Residual(psi) Idertd.er Pressure(psii K-Faclol(K Flow(gp■ l 1 Water Supply 640.00 100.00 74.00 38.00 V WASNINGtON STAT • CERTIFICATE OF COM ENCY • FIRE PROTECTION SP ER SYSTEMS Steve Adamson � I� n p 4265-0691-C e 3 -_ l� `J \ Colu .0 1, I c. , r 2MG F , ___ -__...^.� COL %r Z-21i-i ExPI FEB 2 5 1 rQ 15 ++ SI store Date 12/31/75 a I A e J:LJNIY '.f r J CCli)'i ( CFVFLOPMENT Camp Parson's Dining Hall-Piping(2) Water Supply at Node 1(640.00,0.00,74.00,38.00) ' 10D 9D 4 p- r.r °r o 80 R 1 I Static Pressure 74.00 70 \ I' ft Pr a N , L._ 1l- -- d° =, vi 50 39_3.55 @44.50 40 40.00 38.00 ➢e. .— ^ 4 . Q — — — 1 30 System demand curve _ . : l 20 >- ° a Ciao b 0 111111111111111111 IIll11111!milli! I I11III illiiiIII IIIIIIiui iiIIi1111 v/ 00 600 750 900 1050 1200 1350 1500 V Water flow,gpm k,©MME.P.CAD,Inc. W ,�AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:26:54AM Page 1 womose Ulllo 4; Hydraulic Summary Job Number 60-Camp Parsons Report Description:Light Hazard Job don N.mb., Oeaip.En90*.. 60 Kevin Bell Camp Parson's Dining Hall AtlEraml .. /JIJ 970 Bee Mill Rd Jefferson County Building Department Adm.2 La sn anwir,g RA#3-North Wing Attic 970 Bee Mill Rd Address] pa Wn9 Narm Brinnon.WA Camp Parson's Dining Hall-Piping(2) System Remote Area(s) MO,Demanding Spunkier Oara IXapanry bb SAW 5.6 K-Factor 14.82 at 7.00 Light Hazard Camp Parsons mm Allowance At Source oanslly Are,olApW�daPon 100.00 0.10gpm/ft' 1950 00f(Actual 1971.18fF) M]Wrul xc..soppbex Number asp,N..r.ubp■I.e cnw..o.NerspmMwr Node Flow(oom) 22 118.00fF Hose At Node 13 40.00 .wmP...N..Mb:rw.dre ldr N.nwAr..ai+epm,u*.Me.e N.mdw Pm,a Yetel ,.sbeem. 140.00 SyGm 11101Pomand Tool Vobr flpuirS(Indudlnp HI..PJbv.1M1 393.55 493.55 M..im,m Pm.w.unb.4na In Leop 0.00 Maxinum V.KKb1Deo.Grawk 20.80 between nodes 122 and 131 M,dmumwbciy V,d.rGmound 9.03 between nodes 4 and 5 whim.up.Morv+(Pip.. 6Wm.1W*1Ydm Ory Piw. 819.26ga1 Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) ' (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 74.00 38.00 640.00 51.74 493.55 44.50 7.24 Contractor a Connaclo,Aumbxr Gent,Name Cn Pf� P Tm. 4 1 John Goldberg PM Name al Ce 111*11. PMM Edenwn Columbia Fire (206)232-8569 AadMSS` P O( 111 So Findlay St (206)340-6100 Address E.mad kjohn@columbiafire.net Adtlrey] Ngbsda Seattle,WA www.columbiafire.net r+ww 1y„®M.E.P.CAD,Inc. AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:26:56AM Paget Lito ti' '.T - - Hydraulic Graph Job Number:60-Camp Parsons .1 Report Description:Light Hazard Water Supply at Node 1 100 - - -- - 90 80 Static Pressure 74.00 70 60 d Pi 50 co a 393.55 @ 44.50 -1.493.;' 1 5 with hose streams 40 640.00 @ 38.00 30 System demand curve 20 10 0 8111111111111111111111111111111 Illllllll 111111111 II 111111 111111 1 11 111111111 I I I I I 1 111 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm _Ilyamnn Gnpl - Water Supply at Node 1 BYtie Prouun 74.00 Nb�� Runu.I Pressme Teel Conducted By rut VttnW B. '}R. 38.00 @ 640.00 Columbia Fire Marty Boonstra 1*8.Pressure.,!Time al Test one aAn fi g 51.74 @ 493.55 10-28-2014 Sin.,,Demand Location 44.50 @ 393.55 Site SyHm 0.m.M IIncWMp Hafa Nbnero n Surce) 44.50 @ 493.55 IAA �i,®M.E.P.CAD,Inc. Il AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:26:58AM Page 3 '" �! e 77 _ Summa ry Of Otfluowin Devices g D II Job Number:60-Camp Parsons Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device (gpml (Wm) (K) (Psi) Hose 13 40.00 40.00 0 40.08 Sprinkler 428 16.20 11.80 5.6 _ 8.37 Sprinkler 429 15,98 11.80 5.6 8.14 Sprinkler 430_ 16.87 _ 11.80 5.6 9.08 Sprinkler 447 16.38 11.80 5.8 8.55 Sprinkler 448 16.15 11.80 5.6 8.32 Sprinkler 449 17.06 11.80 5.6 9.28 Sprinkler 464 16.68 11.80 5.6 8.87 Sprinkler 465 16.78 11.80 5.6 8.98 Sprinkler 466 17.37 11.80 5.6 9.62 Sprinkler 480 15.90 11.80 5.6 8.07 Sprinkler 481 15.97 11.80 5.6 8.14 Sprinkler 482 16.56 11.80 5.6 8.74 Sprinkler 496 15.32 11.80 5.6 7.48 Sprinkler 497 15.38 11.80 5.6 7.55 Sprinkler 498 15.95 11.60 5.6 8.11 Sprinkler 511 15.04 11.80 5.6 7.21 Sprinkler 512 15.10 11.80 5.6 7.27 Sprinkler 513 15.66 11.80 5.6 7.82 Sprinkler 528 17.82 11.80 5.6 10.13 • Sprinkler 529 14.82 11.80 5.6 7.00 Sprinkler 530 15.04 11.80 5.6 7.21 Sprinkler 531 15.53 11.80 5.6 7.69 * Most Demanding Sprinkler Data as 0 0 W 61,,0 M.E.P.CAD,Inc. di AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:26:59AM Page 4 um 4 1 Node Analysis Job Number:60-Camp Parsons Report Description:Light Hazard Node Elevation(Foot) Fittings Pressureipsi) Discharge(gPm) 1 _ -4-0 S 44.50 393.55 _ 13 1-0 Hose _ 40.08 40.00 428 _ 18-8% Spr(-8.37) 8.37 16.20 _ 429 14-1% Spr(-8.14) 8.14 15.98 430 11-9% Spr(-9.08) 9.08 16.87 447 18-8% Spr(-8.55) 8.55 16.38 448 14-1% Spr(-8.32) 8.32 16.15 449 11-9% _ Spr(-9.28) _ 9.28 17.06 464 18-8% Spr(-8.87) 8.87 16.68 465 14-1% Spr(-8.98) 8.98 16.78 466 11-9% Spr(-9.62) 9.62 17.37_ _ 480 _ 18-8% Spr(-8.07) 8.07 15.90 481 _ 14-1% Spr(-8.14) 8.14 15.97 482 11-9% Spr(-8.74) 8.74 16.56 _ 496 18-8% Spr(-7.48) 7.48 15.32 497 14-1% Spr(-7.55) 7.55 15.38 498 11-9% Spr(-8.11) 8.11 15.95 511 18-8% Spr(-7.21) 7.21 15.04 512 14-1% Spr(-7.27) 7.27 15.10 513 11-9% Spr(-7.82) 7.82 15.66 528 20-7 Spr(-10.13) 10.13 17.82 529 18-8% Spr(-7.00) 7.00 14.82 530 14-1% Spr(-7.21) 7.21 15.04 531 11-9% Spr(-7.69) 7.69 15.53 2 -4-0 E(22-1) 43.01 4 1-0 LtE(10-0%z) 40.57 5 1-0 T(12-0),C(12-0) 40.26 6 1-0 BFP(-0.00) 40.26 56 4-0 38.53 60 5-1 38.03 61 10-3 LtE(7-11) 35.64 104 13-0 T(20-2) 32.54 119 14-11 T(16-5'%) _ 28.56 122 16-10% 24.93 131 20-7 P0(8-0) 10.59 132 18-8% P0(8-0) 9.78 136 14-1% P0(8-0) 9.87 137 11-9% P0(8-0) 10.59 246 10-6 P0(8-0) 33.63 248 10-6 P0(8-0) 33.63 250 10-6 P0(8-0) 33.63 _ 252 10-6 P0(8-0) _ 33.63 254 10-6 P0(8-0) 33.63 256 10-6 P0(8-0) 33.63 258 10-6 P0(8-0) 33.63 259 _ 10-6 P0(8-0) 33.63 _ 260 10-6_ P0(8-0) 33.63 262 10-6 P0(8-0) 33.63 263 10-6 P0(8-0) 33.63 265 10-8 P0(8-0) - 33.63 __ 266 10-6 P0(8-0) 33.63 267_ 10-6 P0(8-0) _ 33.63 269 10-6 P0(8-0) 33.63 _ 270 10-6 P0(8-0) 33.63 271 10-6 P0(8-0) 33.63 303 __ 10-6 P0(8-0) _ 33.63 352 10-6 P0(8-0) 33.63 0 ®M.E.P.CAD,Inc. + AutoSPRINK81 VR11 v11.0.30.0 2/2/2015 11:27:00AM Page 5 seeeill a+ isloi i � ydrau(ti lysis Number:60-camp Parsons Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Lo_ss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream E q.Length Summary GP Route 1 Total Length BL 1.6100 14.82 2.33 120 0.009274 _ 6-10 Pf 0.21 529 16-8% 14.82 5.6 7.00 Sprinkler, 16-0 Pe -0.00 511 18-8% 7.21 T(8-0),C(8-0) 22-10 Pv BL 1.6100 29.85 4.70 120 0.033899 8-0 Pf 0.27 511 18-8% 15.04 5.6 7.21 Sprinkler Pe -0.00 496 18-8% 7.48 8-0 Pv BL 1.6100 45.17 7.12 120 0.072936 8-0 Pf 0.58 496 18-8% 15.32 5.6 7.48 Sprinkler Pe -0.00 480 18-8% 8.07 8-0 Pv BL 1.6100 61.08 9.63 120 0.127438 - 5-5 Pf 1.71 480 18-8% 15.90 5.6 8.07 Sprinkler, 8-0 Pe 0.00 132 18-8% 9.78 P0(8-0) 13-5 Pv CM 2.6350 335.73 19.75 120 0.270732 6-0 Pf 1.62 132 18-8% 225.40 9.78 Flow(q)from Route 2 Pe -0.81 131 20-7 10.59 6-0 Pv CM 2.6350 353.55 20.80 120 0.297915 31-9 Pf 12.74 131 20-7 17.82 10.59 Flow(q)from Route 7 11-0 Pe 1.61 122 16-10% 24.93 2LtE(5-6) 42-9 Pv CM 3.2600 353.55 13.59 120 0.105663 6-2% Pf 279 122 16-10% 24.93 119 14-11 20-2 Pe 0.84 28.56 1(20-2) 26-4%Pv FM 3.2600 353.55 13.59 120 0.105663 2-10% Pf 3.15 119 14-11 28.56 26-10% Pe 0.84 104 13-0 32,54 LtE(6-8%),T(20-2) 29-9% Pv FM 4.2600 _ 353.55 7.98 120 0.028712 104 13-0 34-9 Pf 1.91 32.54 61 10-3 31-7 v 1.19 35.64 4LtE(7-11) 88-4%4% Pv FR 4.2800 353.55 7.96 120 0.028712 61 10-3 5-2 Fe 0.15 60 5.1 35.64 2.24 388.03.03 Pe 5-2 Pv MS 4.2600 353.55 7.96 120 0.028712 60 5-1 38.03 1-1 Pf 0.03 56 4-0 Pe 0.47 38.53 2f(-0,00) 1-1 Pv FR 4.2600 353.55 7.96 120 0.028712 7-1% Pf 0.43 56 4-0 38.53 6 1-p 7-11 Pe 1.30 40.26 LtE(7-11),BFP(-0.00) 15-0%Pv UG 4.2200 0.28 0.01 140 0.000000 6 1-0 40.26 1-11 Pf 0.00 5 1-0 66-11 Pe 40.26 T(33-5%),C(33-5%) 68-10 Pv UG 4.2200 393.55 9.03 140 0.027560 1-2% Pf 0.31 5 4 1-0 40.00 40.26 Flow(q)from Route 8 10-0% Pe 1-0 40.57 LlE(10-01/2) 11-3 Pv UG 6.2800 393.55 4.08 140 0.003976 22-9 Pf 0.27 4 1-0 40.57 2 -4-0 0% Pe 2.17 43.01 2E(22-1) 66-16-10%W UG 5.8800 393.55 4.65 140 0.005479 229-2% Pf 1.49 2 -4-0 43.01 1 -4-0 43-5% Pe 44.50 2E(16-0),EE(8-0),GV(3-5),S 272-8 Pv 100.00 Hose Allowance At Source 1 493.55 `e Route 2 BL 1.6100 15.04 2.37 120 0.009534 530 14-1% 15.04 5.6 7.21 Sprinkler 6-0 Pf 0.06 512 14-1% Pe -0.00 7.27 6-0 Pv BL 1.6100 30.14 4.75 120 0.034497 512 14-1% 15.10 5.6 7.27 Sprinkler 8-0 Pf -0,0 497 14-1% Pe -0,00 7.55 8-0 Pv BL 1.6100 45.52 7.17 120 0.073977 497 14-1% 15.38 5.6 7.55 Sprinkler 8-0 Pf 481 14-1% Pe -0.00 8.14 8-0 Pv BL 1.6100 61.50 9.69 120 0.129053 n 481 14-1% 15.97 5.6 8.14 Sprinkler, 5-5 Pf -0.0 aws 136 14-1% 8-0 v -0.00 9.87 P0(8-0) 13-5 Pv 0 CM 2.6350 225.40 13.26 120 0.129539 14-8% Pf 1.91 i\v/, 136 14-1% 114.99 9.87 Flow(q)from Route 3 132 18-8% 9.78 Pe -1.99 '+ Route 3 14-8% Pv BL 1.3800 15.53 3.33 120 0.021435 ,v e ,0.13 531 11-9% 15.53 5.8 7.69 Sprinkler 6-0 Pe -00 W 513 11-9% P -0.00 7.82 6-0 Pv k,®M.E.P.CAD,Inc. in AUt0SPRINK5 VR11 v11.0.30.0 2/2/2015 11:27:02AM Page 6 Um kid [Hydraulic Analysis Job Number 60-Camp Parsons Report Description:Light Hazard Pipe Type Diameter Flow Velocity _ HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings L U Eq.Length Summary Upstream Total Length BL 1.6100 31.19 4.92 120 0.036757 8-0 Pf 0.29 513 11-9Yz 15.66 5.6 7.82 Sprinkler 498 11-9%z Pe -0.00 6.11 8-0 Pv BL 1.6100 47.14 7.43 120 0.078922 498 11-9% 15.95 5.6 8.11 Sprinkler 8-0 Pf -00 %z Pe -0.00 482 11-9% 8.74 8-0 Pv BL 1.6100 63.70 10.04 120 0.137748 8-0 Pe 482 11-9% 16.56 5.6 8.74 Sprinkler, 5-5 Pf e 1.85.0 137 11-9% -0.00 10.59 P0(8-0) 13-5 Pv CM 2.6350 114.99 6.77 120 0.037300 7-4% Pf 0.27 137 11-9% 51.29 10.59 Flow(q)from Route 6 136 14-1% Pe -1.00 o Route 4 9.87 7-4%Pv BL 1.3800 15.98 3.43 120 0.022586 429 14-1% 15.98 5.6 8.14 Sprinkler 8-0 Pe 0.00 P e 448 14-1% 0.00 8.32 8-0 Pv BL 1.3800 32.13 6.89 120 0.062255 448 14-1% 16.15 5.6 8.32 Sprinkler 8-0 Pf 0.00 485 14-1% 8.98 Pe 0.00 BL 1.6100 48.91 7.71 120 0.084475 8-0 Pv 465 14-1% 16.78 5.6 8.98 Sprinkler, 8-0 Pe 0.00 Ili 136 14-1 Ro14-1% 0-7 Pe 0.00 9.87 P0(8-0) 10-7 Pv BL 1.3800 16.20 3.47 120 0.023176 428 18-8% 16.20 5.6 8.37 Sprinkler 8-0 Pe 0.00 447 18-8% Pa 0.00 8.55 8-0 Pv BL 1,6100 32.58 5.13 120 0.039840 447 18-8% 16.38 5.6 8.55 Sprinkler 8-0 Pf 0.32 464 18-8% Pe 0.00 8.87 8-0 Pv BL 1.6100 49.26 7.76 120 0.085605 464 18-8% 16.68 5.6 8.87 Sprinkler, 2-7 Pf 0.91 0 132 18-8% Pa 0.00 Mb Route 8 9.78 P0(8-0) 10-7 Pv BL 1.3800 16.67 3.62 120 0.024982 430 11-9% 16.87 5.6 9.08 Sprinkler 8-0 Pf 0.20 449 11-9% Pe 0.00 9.28 8-0 Pv BL 1.6100 33.93 5.35 120 0.042942 449 11-9% 5.6 9.28 Sprinkler 8-0 Pf 0.34 466 11-9 Pe 0.00 9.62 8-0 Pv BL 1.6100 51.29 8.08 120 0.092264 466 11-9% 17,37 5.6 9.62 Sprinkler, 2-7 Pf 0.00 137 Route 7 11-9% 10.59 P0(8-0) 10-7 Pv 0.00 00 BL 1.6100 17.82 2.81 120 0.013050 528 20-7 17.82 5.6 10.13 Sprinkler, 27-5 Pf 0.00 8-0 Pe 131 Route 8 20-7 10.59 P0(8-0) 35-5 Pv 0.00 MS 2.4690 40.00 2.68 120 0.007259 1-0 Pf 0.18 13 1-0 40.00 40.08 Hose 24-0 Pe 5 1-0 40.26 T(12-0),C(12-0) y 25-0 9 25-0 Pv DY 4.2200 353.27 8.10 140 0.022570 6 1-0 40.26 - 0-0 Pf 0.00 5 1-0 40.26 Pe 0-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier i Actual Inside Diameter �aa� =Factor Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 � P Ah,©M.E.P.CAD,Inc. glAutOSPRINK®VR11 v11.0.30.0 2/2/2015 11:27:02AM Page 7 di[Hydraulic Analysis Job Number 60-Camp Parsons Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length (- Pipe Type Legere Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11W Elbow Eel 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wrsbo WMV Water Meter Valve Z Cap �M ®M.E.P.CAD,Inc. +? AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:27:02AM Page 8 If Flow Diagram (Top View) Job Number 60-Camp Parsons Report Description:Light Hazard —) t, o 0 c 0 ° 0 0 0 00 b n,: •o /.■n o p 6 I _� t at A MD . t t i r. i .n L® 4 kip- ° r- t 0 ,___p1_N nn V • P m LL J Or a_ a . b O • ' '` % -a 1 I t1■ o 6 1 I CJ s=o 10 0 -si, .- 0 0 00 0 --q, - L. [, ,- 0 0 0 UOI 0 M.E.P.CAD,Inc. t?nAutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:27:03AM Page 9 U_ fi 41 1 Flow Diagram (Isometric View) Job Report Number:60 Description:-Camp Light PaHazarsons • rd 0 / °j I o I ° I eilliPellillielill"'Ill'. mop °° O ° ',60 ° ® ° a ma° ° O ° 0 0 0 o 0 v ° >PM 0 0 0 L 0 M.E.P.CAD,Inc al AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:27'05AM Page 10 Um ( ?�11 �-,�', ,, ( .'' _ ( ,�,. Job Number:60-Camp Parsons Report Desonption:Light Hazard 0 0 ® o o --D CD t O -- u <I V\ YC 0 0.° °so) A r4 r • T — o-4 Cr 9_ I • A .a: es 3-4 hr 134,az) � Clle \ °ei • Ow Y-, a ti 0 ,'P °i i 0 siz ss r— r W a I I ue (z,9 �— ]— 530 0 0 D MO l sea �� l : 5: s•`zna ..—.. - ^ - .-1-- ._ � � n r,as V r >" 0 U J Uor /N,®M.E.P.CAD,Inc. di AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:27:07AM Page 11 to -� Job Report Description Ordinary Group I Job nn amw, 60 on,ren eng.n.., Kevin Bell Nwm: - Plw,w - - FAX J06 Camp Parson's Dining Hall (253)888-2073 Mandl 51St.Cafficabnn,Lbm.Numbe, 970 Bee Mill Rd Address 3 SKI RA#4-Kitchen _ Jefferson County Building Department PMnuJ - Jab SF&D&dng Brinnon,WA 970 Bee Mill Rd System gens,r 1 Al..of Apaueaun 0.15gpm/R' _ 1193.00k'(Actual 1203.1 Oft9 Mud C.nene,ng BM DM Nose saa.al 5.6 K-Factor 17.40 at 9.65 250.00 Coverage p.•SennM., eualof spm.Mn Calculated — 116.00k' 11 System Po...ue Demand srwmGrow Demand 25.10 243.49 Total Demand 493.49 @ 25.10 +26.64(51.5%) Supplies Check Point Gauges Node Name Flow(gprnl Hose Flow(opm1 Static(psl Residual(ps1 !dent tier Pessu,e(ps1 K-Factor;Kl Flow(gpm) 1 Water Supply 640.00 250.00 74.00 38.00 WASHINGTON STATE M. ^ L� - CERTIFICATE OF COMPS CY l'f_� \ I H I I C�lJ FIRE PROTECTION SPRIN SYSTEMS I<—= -J +__.' ''' yV, (� Steve Adamson _ .. . � I f 4265-0691-C '1 Columbia Fire, I . r c 5 2 5 ?015 U CO iii,,?:_ _,Pf2 G I / 7 Empires sl tun Data Empires JErl ,I o ;::!tlidTY 07 CDrrtI,!UNITY DFVFLDPM€NT _ Camp Parson's Dining Hall-Piping(2) Water Supply at Node 1(640.00,0.00,74.00,38.00) 190 1".■ill 80 111..1111 Static Pressure 74.00 ■--- - y in- III\. _ � _ - a I L00036.08 - u' u- u a 1 _ , _ : I- ::: 1 30 243.49 25.10 .-- ,5 stem demand curve 0 10 iminuannuomm 0 00 600 750 900 1050 1200 1350 1500 Water flow,gpm 0 WOOS ,,Cl)M.E.P.CAD,Inc. 0 AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11.33:16AM Page 1 4. 5 Hydraulic Summary 1 Re on De criieton:Ordnar Grouup Job P P ry p kbNUm r o:.mgn ensues 60 Kevin Bell Camp Parson's Dining Hall bate ce.mlcabomomme Plumber 9 Address I uM 970 Bee Mill Rd Jefferson County Building Department Address dap sdera,minv RA#4-Kitchen _ 970 Bee Mill Rd Address -- ---- o.amnvrvamb - Brinnon,WA Camp Parson's Dining Hall-Piping(2) System Remote Area(s). aana oa,re-mns sn,.,ame,o.,. Gecupanq 5.6 K-Factor 17.40 at 9.65 Ordinary Group I Camp Parsons Hose Albxxnm pl Soon - - 0.n Area orApMmsilon 250.00 0.15gpm/fte 1193.00ft'(Actual 1203.10ft') PA Mnal Hose 9mmaks _ Humb,a sonnxles Calculated Comm.*Per Smiler Node Flow(apml 11 118.00ft' Hose At Node 13 40.00 ArnoPeex R.funa P,.mm.Pp,Pemai.Ar,.(eawmmmwnq.mos Am. - Total wee steams 290.00 Sywm Flow Demand TOM!tW W leequxed(Inaua,q Hose ALebdml 243.49 493.49 MeaImum P,weve UnSIera In Loops 0.00 Maximum Vetoed,Move 0,005 11.97 between nodes 122 and 123 Mastnwm Moody U,Me,Ground 5.59 between nodes 4 and 5 Volume cePoory OWN Mims - Volume mppryoa Dry Pipes — 819.26ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (9Pm) (Psi) (psi) @ (Pam) (psi) (gpm) (Psi) (Psi) 1. i Water Supply 250.00 74.00 38.00 I 640.00 51.74 493.49 25.10 2664 Contractor r� 171 ," nnbacb,NU nba, l ' `1 John =tom G Name John Goldberg PM Abe Name el CenbMne. Flom - Columbia Fire Extension CD (206)232-8569 $mss/) Address t FAX - - ♦ 111 So Findlay St (206)340-6100 V Address] E Mml kjohn@columbiafire.net Address 3 WeeSse Seattle,WA www.columbiafire.net J M.E.P.CAD,Inc. AJAutoSPRINK®VR11 v11.0.30.0 Um 2/2/2015 11:33:18AM Page 2 di I Hydraulic Graph ` Job Number:60-Camp Parsons Report Description:Ordinary Group I Water Supply at Node 1 100 90 80 —Static Pressure 74.00 70 60 N n J50 40 640.00 @ 38.00 30 243.49 i§25.10 Tr_ i 493.49 with hose streams 20 ystem demand curve 10 0 -111IJ111111I1 1 1 1 1 1 1]I I I)I I i l l l I l I l l l l l I l l r 1 1 1 1 1 I I 1 1 1 1 I I I I I I I I 1 1 I 1 1 1 1 1 1 1 I I 1 1 1 1 1 ) 1 1 1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm "xpreuc cym Water Supply at Node 1 sa,)r:ana.re 74.00 FsiGUa tAnsure -- 38.00©640.00 T.Y Concluded um i Test Marty By Columbia Fire Marty Soonstra Available Pressure et time of TnI 51.74 @ 493.49 °"a of 10-28-2014 CL System Deena.] 25.10©243.49 b Site V svnere Demand(I+wo wo.e uro...Ma at source) 25.10 @ 493.49 LU &c,M.E.P.CAD,Inc. 41 AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:33:19AM Page 3 Lim °iil til r. Job Number:60-Camp Parsons Report Description.Ordinary Group I Actual Flow Minimum Flow K-Factor Pressure Device 19mrt) (S1pm) (K) (Psi) Hose 13 40.00 40.00 0 2190 Sprinkler 450 18.57 17.40 _ 5.6 _ 11.00 _ Sprinkler 451 19.94 17.40 5.6 12.68 Sprinkler 452_ 18.64 _ 17.40 _ 5.6 - 11.08 Sprinkler 469 19.24 17.40 _ 5.6 11.80 Sprinkler 470 18.08 17.40 5.6 10.43 Sprinkler 483 18.75 17.40 5.6 11.21 Sprinkler 484 17.64 17.40 5.6 9.92 Sprinkler 499 18.49 17.40 5.6 10.90 Sprinkler 500 18.20 17.40 5.6 10.57 b Sprinkler 501 17.40 _ 17.40 5.6 9.65 Sprinkler 518 18.53 17.40 - - 5.6 10.95 g' Most Demanding Sprinkler Data To .5 0 e_,,,©M_E P.CAD,Inc. ��Au oSPRINK®VR11 v11.0.30.0 J 2/2/2015 11:33:20AM Page 4 use Node Analysis 1 Job Number:60-Camp Parsons Report Description:Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) DlscharaelgPm) • 1 - _ -4-0 S 25.10 243.49 13 1-0 Hose _ 21.90 40.00 450 12-0% Spr(-11.00) 11.00 18.57 451 12-0 Spr(-12.68) 12.68 19.94 452 12-0 Spr(-11.08) 11.08 18.64 469 12-0 Spr(-11.80) 11.80 19.24 470 12-0 Spr(-10.43) 10.43 18.08 483 12-0 Spr(-11.21) 11.21 18.75 484 12-0 Spr(-9.92) 9.92 17.64 499 12-0 Spr(-10.90) 10.90 18.49 500 12-0% Spr(-10.57) 10.57 _ 18.20 501 12-0 Spr(-9.65) _ 9.65 17.40 _ 518 10-0 Spr(-10.95) 10.95 18.53 2 -4-0 E(22-1) 24.49 4 1-0 LtE(10-0%) 22.21 5 1-0 T(12-0),C(12-0) 22.08 6 1-0 BFP(-0.00) 22.08 56 4-0 20.63 60 _ 5-1 20.15 - 61 10-3 LtE(7-11) 17.85 92 21-3 E(2-0) 8.27 94 21-9 T(5-0) 9.09 95 17-1 T(5-0) 11.79 96 21-8% T(5-0) 8.56 . 104 13-0 1(20-2) 15.98 118 21-9 P0(6-0) 9.32 -_ 119 14-11 1(16-5%) 14.01 122 16-10%r 12.16 123 17-1 P0(8-0) 12.01 129 21-8% P0(8-0) 8,77 131 20-7 P0(8-0) 9.25_ 146 21-8% T(5-0) 7.81 147 17-1 T(5-0) 10.83 159 21-8% T(5-0) 7.23 160 17-1 T(5-0) 10.18 168 _ 17-1 E(2-0) 9.51 169 21-3 E(2-0) 7.79 170 21-8% E(2-0) 6.63 • 175 21-9 T(5-0) 8.68 _ • 190 20-7 T(5-0) 8.81 197 20-3 E(2-0) 7.90 246_ 10-6 P0(8-0) 17.06 248 10-6 P0(8-0) 17.06 _ 250 10-8 P0(8-0) 17.06 252 10-6 P0(8-0) 17.06 254 10-6 P0(8-0) _ 17.06 -� - 256 10-6 P0(8-0) 17.06 258 10-6 P0(8-0) 17.06 259 10-6 P0(8-0) 17.06 260 10-6 P0(8-0) 17.06 282 10-6 P0(8-0) 17.06 263 10-6 P0(8-0) 17,06 265 10-6 P0(8-0) 17.06 266 10-6 P0(8-0) 17.06 >"267 10-8 P0(8-0) 17.06 269 10-6 P0(8-0) 17.06 asis 270 10-6 P0(8-0) 17.06 ///+� 271 10-6 P0(8-0) _ 17.06 [ p 303 10-6 P0(8-0) 17.06 U 352 10-6 P0(8-0) 17.06 w &®M.E.P.CAD,Inc. Id AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:33:22AM Page 5 enessi wrap i 4111[Hydrau plc Analysis ii / , = I Job Number:60-Camp Parsons Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss _Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length +* Route 1 DR _ 1.0490 __ 17.40 8.46 120 0.100576 9-8 Pf 1.18 501 12-0 17.40 5.6 9.65 Sprinkler, 2-0 Pe -4.20 170 21-8% 6.63 E(2-0) 11-8 Pv BL 1.0490 17.40 6.46 120 0.100576 6-0 Pf 0.60 170 21-8% 6.63 Pe 0.00 159 21-8% 7.23 6-0 Pv BL 1.3800 35.04 7.52 120 0.096562 6-0 Pf 0.58 159 21-8% 17.64 7.23 Flow(q)from Route 2 Pe 0.00 146 21-8% 7,81 6-0 Pv BL 1.6100 53.12 8.37 120 0.098429 1-8 Pf 0.95 146 21-8% 18.08 7.81 Flow(q)from Route 3 8-0 Pe -0.00 129 21-8% 8.77 P0(8-0) 9-8 Pv CM 2.6350 90.29 5.31 120 0.023847 12-7% Pf 0.56 129 21-8% 18.53 8.77 Flow(q)from Route 6 11-0 Pe -0.01 118 21-9 9.32 2LtE(5-8) 23-7% Pv CM 2.6350 127.07 7.48 120 0.044869 14-11 Pf 0.87 118 21-9 16.20 9.32 Flow(q)from Route 4 Pe 2.02 123 17-1 12.01 14-11 Pv CM 2.6350 203.49 11.97 120 0.107220 0-7% Pf 0.07 123 17-1 56.48 12.01 Flow(q)from Route 5 Pe 0.09 122 16-10% 12.16 0-714 Pv CM 3.2600 203.49 7.82 120 0.038028 6-2% Pf 1.00 122 16-10% 12.16 20-2 Pe 0.84 119 14-11 14.01 T(20.2) 26-4% Pv FM 3.2600 203.49 7.82 120 0.038028 2-10'% Pf 1.13 119 14-11 14.01 26.10% Pe 0.84 104 13-0 15.98 LtE(6-8%),T(20-2) 29-9% Pv FM 4.2600 203.49 4.58 120 0.010334 34-9 Pf 0.69 104 13-0 15.98 31-7 Pe 1.19 81 10-3 17.85 4LtE(7-11) 66-4% Pv FR 4.2600 203.49 4.58 120 0.010334 5-2 Pf 0.05 61 10-3 17.85 Pe 2.24 60 5-1 20.15 5-2 Pv MS 4.2600 203.49 4.58 120 0.010334 1-1 Pt 0 01 60 5-1 20.15 Pe 0.47 56 4-0 20.63 2f(-0.00) 1-1 Pt, FR 4.2600 203.49 4.58 120 0.010334 7.1% Pf 0.16 56 4-0 20.63 7-11 Pe 1.30 6 1-0 22.06 LtE(7-11),BFP(-0.00) 15-0%Pv UG 4.2200 0.35 0.01 140 0.000000 1-11 Pf 0.00 6 1-0 22.08 66-11 Pe 5 1-0 22.08 T(33-5%),C(33-5%) 68-10 Pv UG 4.2200__ 243.49 5.59 140 0.011338 1-2% Pf 0.13 5 1-0 40.00 22.08 Flow(q)from Route 12 + 10-0/z Pe 4 1-0 22.21 LtE(10-0%) 11-3 Pv UG 6.2800 243.49 2.52 140 0.001636 22-9 Pf 0.11 4 1-0 22.21 44-1% Pa 2.17 2 -4-0 24.49 2E(22-1) 66-10% Pv UG 5.8800 243.49 2.88 140 0.002254 229-2% Pf 0.61 2 -4-0 24.49 43-5% Pe 1 -4-0 25.10 2E(16-0),EE(8-0),GV(3-5),S 272-8 Pv 250.00 Hose Allowance At Source 1 493.49 imp Route 2 DR 1.0490 17.64 8.55 120 0.103120 9-8 Pf 1.51 484 12-0 17.64 5.6 9.92 Sprinkler, 5-0 Pe -4.20 159 21-8% 7.23 T(5-0) 14-8 Pv MP, Route 3 DR 1.0490 18.08 6.71 120 0.107995 9-8 Pf 1.59 470 12-0 18.08 5.6 10.43 Sprinkler, 5-0 Pe -4.20 146 21-8% 7.81 T(5-0) 14-8 Pv `�_ ea Route 4 r/- DR 1.0490 18.20 6.76 120 0.109346 9-3 Pf 1.23 500 12-0'% 18.20 5.6 10.57 Sprinkler, 2-0 Pe -4.01 �,i.a 169 21-3 7.79 E(2-0) 11-3 Pv V AO 1.0490 18.20 6.76 120 0.109346 3-0 Pf 1.09 ' 169 21-3 7.79 7-0 Pe -0.21 V 175 21-9 8.68 E(2-0),T(5-0) 10-0 Pv BL 1.3800 18.20 3.90 120 0.028759 16-2 Pf 0.64 LLI175 21-9 8.68 6-0 Pe 0.00 118 21-9 9.32 P0(6-0) 22-2 Pv J bk,®M.E.P.CAD,Inc. a AutoSPRINK5 VR11 v11.0.30.0 2/2/2015 11:33:23AM Page 6 e , 411[Hydraulic Analysis Job Number:60-Camp Parsons L 9 + Report Description:Ordinary Group I Pipe Type Diameter Flow Veloq'rty HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Route 5 DR 1.0490 18.49 6.86 120 0.112552 5-0% Pf 0.79 499 12-0 18.49 5.6 10.90 Sprinkler, 2-0 Pe -2.19 168 17-1 9.51 E(2-0) 7-0% Pv BL 1.0490 18.49 6.86 120 0.112552 6-0 Pf 0.68 168 17-1 9.51 Pe 0.00 160 17-1 10.18 6.0 Pv BL 1.3800 37.24 7.99 120 0.108103 6-0 Pf 0.65 160 17-1 18.75 10.18 Flow(q)from Route 9 Pe 0.00 147 17-1 10.83 8-0 Pv BL 1.8100 56.48 8.90 120 0.110261 2-8 Pt 1.18 147 17-1 19.24 10.83 Flow(q)from Route 10 8-0 Pe 0.00 123 17-1 12.01 P0(8-0) 10-8 Pv v Route 6 DR 1.0490 18.53 6.88 120 0.113014 10-2% Pf 1.38 518 10-0 18.53 5.6 10.95 Sprinkler, 2-0 Pe -4.43 197 20-3 7.90 E(2-0) 12-2% Pv AO 1.0490 18.53 6.88 120 0.113014 2-4 Pf 1.05 197 20-3 7.90 7-0 Pe -0.15 190 20-7 8.81 E(2-0),T(5-0) 94 Pv BL 1.6100 18.53 2.92 120 0.014030 23-5 Pf 0.44 190 20-7 8.81 8-0 Pe 0.00 131 20-7 9,25 P0(8-0) 31-5 Pv CM 2.6350 18.53 1.09 120 0.001274 3-7 Pf 0.00 131 20-7 9.25 Pe -0.49 129 21-8% 8.77 3-7 Pv w Route 7 DR 1.0490 18.57 6.89 120 0.113476 9-3 Pf 1.28 450 12-0% 18.57 5.6 11.00 Sprinkler, 2-0 Pe -4.01 92 21-3 8.27 E(2-0) 11-3 Pv AO 1.0490 18.57 6.89 120 0.113476 2-0% Pf 1.02 92 21-3 8.27 7-0 Pe -0.21 94 21-9 9.09 E(2-0),T(5-0) 9-0'%Pv BL 1.6100 18.57 2.93 120 0.014088 8-3 Pf 0.23 94 21-9 9.09 8-0 Pe 0.00 118 21-9 9.32 PO(8-0) 16-3 Pv w Route 8 DR 1.0490 18.64 6.92 120 0.114278 9-5 Pf 1.66 452 12-0 18.64 5.6 11.08 Sprinkler, 5-0 Pe -4.20 96 21-8% 8.56 T(5-0) 14-8 Pv BL 1.6100 18.64 2.94 120 0.014187 6-4 Pf 0.20 96 21-8% 8.56 8-0 Pe -0.00 129 21-8% 8.77 P0(8-0) 14-4 Pv ® Route 9 DR 1.0490 18.75 6.96 120 0.115491 5-0% Pf 1.16 483 12-0 18.75 5.6 11,21 Sprinkler, 5-0 Pe -2.19 160 17-1 10.18 T(5-0) 10-0% Pv • 41111 Route 10 DR 1.0490 19.24 7.14 120 0.121121 5-0% Pf 1.22 469 12-0 19.24 5.6 11.80 Sprinkler, 5-0 Pe -2.19 147 17-1 10.83 1(5-0) 10-0%Pv Gil/ Route 11 DR 1.0490 19.94 7.40 120 0.129435 5-0% Pf 1.30 451 12-0 19.94 5.6 12.88 Sprinkler, 5-0 Pe -2.19 95 17-1 11.79 T(5-0) 10-0'% Pv BL 1.6100 19.94 3.14 120 0.016069 5-4 Pf 0.21 95 17-1 11.79 8-0 Pe -0.00 123 17-1 12.01 P0(5-0) 13-4 Pv ® Route 12 MS 2.4690 40.00 2.68 120 0.007259 1-0 Pf 0.18 13 1-0 40.00 21.90 Hose 24-0 Pe 5 1-0 22.08 T(12-0),C(12-0) 25-0 Pv GO Route 13 DY 4.2200 203.14 4.66. 140 0.008109 0-0 Pf 0.00 CL 6 1-0 22.08 Po 5 1-0 22.08 0-0 Pv 0 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) t C Value Multiplier i CO) / Actual Inside Diameter 4.e7 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) =Factor Value Of C Multiplying Factor 0.713 1.16 1.33 1.51 t aa�+ L C M.E.P.CAD,Inc. (iii AutoSPRINKO VR11 v11.0.30.0 2/2/2015 11:33:23AM Page 7 Um de Hydraulic Analysis Job Number:60-Camp Parsons Report Description:Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss _ _Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length r Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve • DR Drop Velocity fps BFP Backflow Preventer • DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe Daly Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet • PRV Pressure Reducing Valve PrV Pressure Relief Valve • red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WIrF Wrrsbo WMV Water Meter Valve Z Cap Y� 41s. L,©M E.P CAD,Inc. i„ AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:33:23AM Page 8 ice;., a ` Flow Diagram (Top View) 1 Job Number 60-Camp Parsons Report Description:Ordinary Group I O O o 0 ' 0 0 o CDC. a O t'0 I 0 o O a. u. ---- - -- --- --- • D 3 • iN I mid Dn _ - I a 1■ i pp •IIDn1 II u� O II I O • u •=O 0 O Oar e* _ ..a- __ — __ 0 9 0- bI 7 - O -7-, .1 - 1 _ . _ -- --, T. i - _ O O 6 o a o 0 0 c, b u 0 a. 0 0 /k®M.E.PCAD,Inc. /I AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:33• 5AM Page 9 unn (z Flow Diagram (Isometric View) i Job Number 60-Camp Parsons Report Description:Ordinary Group I bk.11116.1111111- ''''.'''''' :1114111111441111H11116.' ■C.--,11101110441."1 ' -- WEL'irr- ii. l' --.. ... ill-- -.".s■ , '' '.... 40 is:. ...... 4%. ...\=. .... . INP.:. 4 -- *-1.'" ' Wz' ..■ .., ..., , ...- ....:. - -- o - ...• -0.- I( --• ' 9* «.• a• c' ,-..„ -.. ,, `'..•• ":0* .." ,,,,,....• ,,,o 0101111111'. - ,„• r....0 o ,,,,, '.. ---.-- o a '<.°' •'?..t> o -=:,,„, "' 0> o o o o o 0 0 o , --0 o >'' IL 0 0 MI ,0 M.E.P.CAD,Inc. 4 AutoSPRINK®VR11 y11.0.30.0 2/2/2015 11.33:27AM Page 10 11[Flow Diagram (Current View) 1 Job Number:60-Camp Parsons Report Description:Ordinary Group I > L 9 L - v _[ 1 0 & 0 (s) 0 II 4110. N r r ,.mil J i On ,,,---94,) (104) 11196/) A �III�'' e1/4 , 451, n 119 9 ur 11., .. -- 1 1v 191, _. ,, On le n -,,, .., ._. x\147 i.. 1 J48� 7n ,1 V 489 7� U! U( ,159� 470 II C y 1 0 1 v 483 v Y 0 0 189 *� 176 fp( In Dn II / 499 i • C o 0 m cL ,- Q 190 0 518>:',1 0 P & L_0-J 0 - I ,c1 ,1 — & 0 4i1111. of .�___ _ 2� 46,5 ti �' � u ... .,__,[ _ .„.._ 0. , LI: 0 0 r p g ,0 M.E.P.CAD,Inc. '�7 AutoSPRINK®VR11 v11.0.30.0 2/2/2015 11:33.28AM Page 11 t'-.;h. Tot-Brace Seismic Calculations RRECAD Project Address: Camp Parsons Dining Hall B_Line 1 580364th Ave W ■■■ 97 0 Bee Mill Rd University Place,WA 98467 253-888-2073 by ":liaN Brinnon,WA Job# Calculations based an 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 28' 0"(8.53 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length P 0"(2.13 m) Fig.4A Clamp 1007 lbs(457 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1382 lbs(627 kg) Angle from Vertical 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) Assembly D- . f L/R Value 200 `I `�Il = 1 Max Horizontal Load 926 lbs(420 kg) IRS L BRA - `1 -.\ ',T-ATTACHMENT TYP. Force Factor(Op) 0.11 . ':'.. 41r#H4141. I STEEL:PIPE ,1 j, Itv Fastener Information • = Fastener Orientation NFPA Type D CO'22-:-- y TOLCO FIG. 4A 40/ 0 MaximumLoad 325 lbs (147 kg) PIPE CLAMP FOR y , SWAY BRACING �'� Diameter 518in_ . Length 5-1/2in. %� Type Through-Bolt Brace Identification on Plans Al Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load INformation Size and Type of Pipe Total Length Total CalculatedLoad 4"Sch.10 Steel Pipe(101.6 mm) 28ft(8.5 m) 254 lbs(115 kg) L. 1"Sch.10 Steel Pipe125.4 mm) WASHINGTON STATE — 17ft(2.1 m) 10 lbs(5 kg) ERTIFICATE OF COMP ' .■ CY ---_- t FIRE PROTECTION SPR = SYSTEMS Steve Adamson / / 4265-0691-C Le Colum ifrAnc. COLD G � z Z 7 / <- Ewpir'.. SIa tat. Data 12'31/1 CPercentage added for Fittings and Sprinklers 15% 40 lbs(18.14 kg) Total Adjusted Load of all pipe within Zone of Influence 303 lbs(137 kg) lTol-Brace Verrznn 81 1 l 1i 1 UM Tol-Brace Seismic Calculations Camp Parsons Dining Hall Job# B Line 970 Bee Mill Rd Brace Identification Al by B:T•N Brace Type(Per NFPA#13) NFPA Type D Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 28'0"(8.53 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° 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) 280(8.5 m) 1"Stl1.10 Steel Pipe(25.4 mm) 7ft(2.1 in) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 303 lbs(137 kg) Material Capacity 926 lbs(420 kg) Fastener Capacity 325 lbs(147 kg) Fig.4A Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1382 lbs(627 kg) Structural Member 2 x 6 Wood Header Calculations prepared by Kevin Bell •The description of the Structural Member is for infomttional purposes only. 1i`r Tol-brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tot-brace 8 Visit us at www.toico cam ,10 yy fV Tot-Brace Seismic Calculations FIRECAD Project Address: Camp Parsons Dining Hall 5803 64th Ave W B-Line University Place,WA 98467 t.., 970 Bee Mill Rd 253-888-2073 by F.Ten Brinnon,WA Job# Calculations based on 2010 NFPA Pamphlet#11 Brace Information Tolco Brace Components Maximum Spacing 78'0"(8.53 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0"(212 m) Fig.4A Clamp 1007 lbs(457 kg) Bracing Material i." Sch.40 Fig.980 Universal Swivel 1382(bs(627 kg) Angle from Vertical 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) Assembly Detail LUR Value 200 • TOLCO FIG. 980.. (4 926 lbs g UNIVERSAL SWAY BRACE Max Horizontal Load 20 k ) ATTACHMENT TYP. �0 'i Force Factor(Co) 0.77 400# STEEL PIPE Fastener Information Fastener Orientation NFPA Type D ,t ♦i TOLCO FIG.4A MaximumLoad 325 lbs(147 kg) PIPE CLAMP FOR SWAY BRACING Diameter 5/8in_ Length 5-1/2in. to Type Through-Bolt Brace Identification on Plans Al Orientation of Brace Longitudinal Braced Pipe:4"Sch.10 Steel Pipe Load INformation Size and Type of Pipe Total Length Total CalculatedLoad 4"Sch.10 Steel Pipe(101.6 mm) 2811(8.5 m) 254 lbs(115 kg) WASHINGTON STATE CERTIFICATE OF COMPET FIRE PROTECTION SPRIN L YSTEMS Steve Adamson 4265-0691-C Lev Columbi COLUM +�.. Explr e• sten r• oat. 12/31/15 I Am= t. 4 Am Percentage added for Fittings and Sprinklers 15% 38 lbs(17.24 kg) tom' a// Total Adjusted Load of all pipe within Zone of Influence 292 lbs(132 kg) v fToi-Brace Verizon 81 Ui alma Tol-Brace Seismic Calculations Camp Parsons Dining Hall Job# 970 Bee Mill Rd ��■� Brace Identification Al by "'„rT*N Brace Type(Per NFPA#13) NFPA Type.D Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 28'0"(8.53 m) Orientation of Brace Longitudinal Bracing Material r Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener 5/8in.x S-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) 128ft(8.5 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 292 lbs(132 kg) Material Capacity 926 lbs(420 kg) Fastener Capacity 325 lbs(147 kg) Fig.4A Clamp 1007 lbs(457 kg) Fig.980 Universal Swivel 1382 lbs(627 kg) Structural Member 4 x 6 Wood Header ry^ Calculations prepared by Kevin Bell {A. The description of the Structural Member is for informational purposes oniy. l J Tot-Brace software calculates the brace assembly only,not the structure it is attached to. U Calculated with Tol-8,ace 8 Visit us at vauw tolromm Tol-Brace Seismic Calculations FIRECAD Project Address: Camp Parsons Dining Hall 5803 64th Ave W B-■■■�i University Place,WA 98467 970 Bee Mill Rd �� 253-888-1073 Brinnon,WA 10b# Calculations based on 2010 NFPA Pamphlet*13 Brace Information Tolco Brace Components Maximum Spacing 15 0" (4.57 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length I 0"(2.13 m) Fig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 Has(887 kg) Angle from Vertical 45°Mm. *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) Assembly Detail LIR Value 200 Max Horizontal Load 1310 lbs(594 kg) TOLCO FIG. 980— UNIVERSAL SWAY BRACE Force Factor(Cp) 0.77 ATTACHMENT / STEEL PIPE e„),....„ Fastener Information Fastener Orientation NFPA Type H :✓ MaximumLoad 515 lbs(234 kg) Diameter 5/bin. TOLCO FIG. 1401- FAST CLAMP Length 5-1/girt. 4,9, Type Through-Bolt __.____ - Brace identification on Plans 61 Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load INformation Size and Type of Pipe Total Length Total CalculatedLoad 4"Sch.10 Steel Pipe(101 6 mm) 15f1(4.6 m) 136 lbs(62 kg) 1"Sch.10 Steel Pipe el 411660m 7ft(2.1 m) 10 lbs(5 kg) . ii Waagfaa�te+Y ca'!!TE _r..� CERTIFICATE OF COMPETE FIRE PROTECTION SPRI IC1. STEMS Steve Adamson 4265.0691-C Ley Columb' jpe,Inc// COLU G 2--L 1 j �." Expires Gig tore Date Expires - la- Percentage added for Fittings and Sprinklers ��'� 15% 22 lbs(9.98 kg) 0 Total Adjusted Load of all pipe within Zone of Influence 168 lbs(76 kg) U fTol-Brace%Wizen 81 t� Tol-Brace Seismic Calculations Camp Parsons Dining Hall Job# B-Li e 970 Bee Mill Rd Brace Identification B1 by Er.'[•J Brace Type(Per NFPA#13) NFPA Type H Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 15'0"(4.57 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° 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) 15ft(4.6 m) 1"Sub 10 Steel Pipe(25.4 mm) 7ft(2.1 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 168 lbs(76 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 515 lbs(234 kg) Fig.1001 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member Glu-Lam Beam eP Calculations prepared by Kevin Bell *The description of the Sttnctural Member is for informational purposes only. 0 Tol-Brace software calculates the brace assembly only,not the structure it is attached to. , ` Calculated with Tol-Brace 3 (i./) Visit us at www.tolmmm movisi U- Tol-Brace Seismic Calculations FIRECAD Project Address: Camp Parsons Dining Hall 588364thAve W - 970 Bee Mill Rd University Place,WA 98467 �^�" 253-888.2873 EffeN brin non,WA • lob k Calculations based nn 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 20`0"(6.1 m) Toleo Component Fig. Number Adjusted Load Maximum Brace Length T 0"(2-13 m) Eig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch-40 Fig.980 Universal Swivel 1955 lbs(887 kg) Angle from Vertical 45"Min. 'Calculation Based on CONCENTRIC Loading "Please Note:These calculations are for Telco components only Use of any 0 4? other components voids these calculations and the listing of the assembly. „ Least Rad.of Gyration (11 mm) Assembly Detail UR Value 200 Max Horizontal Load 1310 lbs(594 kg) TOLCO FIG. 98 UNIVERSAL SWAY BRACE \ Force Factor(Cp) 0.77 ATTACHMENT \ 411r41 STEEL PIPE Fastener Information Fastener Orientation NFPA Type E s�" ' / MaximumLoad - ---+ -r "' 720 Ibs(377 kg) . Diameter 5/8in-(16 mm) ii F TOLCO FIG. 1001 `� Length Minimum 4x Wood Member FAST CLAMP O Type Dual Through-Bolts-Fig.906 Brace Identification on Plans 813 Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load INformation Size and Type of Pipe Total Length Total CalculatedLoad 4"Sch.10 Steel Pipe(101.6 mm) 20ft(6.1 m) 181 lbs(82 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) _ 78ft(23-8 m) 183 lbs(83 kg) r—m ter ,_ 1 25•'Sch.10 Steel Pipe(3 C75 mm) WASHINGTON STATE •Itcrtri2.2 m) 78 lbs(35 kg) 1"Sch.10 Steel Pipe(25.4 pflRE PROTECTION S- •1,, • / R Sera TReF 54411(&3.4 m) 61 lbs(28 kg) Steve Adamson 4� < 4265-0691-C - - 3 Col CO 2MG CL -_.25—) 5' 0 OWASIGA Percentage added for Fitti arldfpri*hi ere. 75 lbs(34-02 kg) Total Adjusted Load of all pipe within Zone of Influence 578 lbs(262 kg) 134 rrot-Brace Ver zon 81 Mmoi Il Tol-Brace Seismic Calculations Camp Parsons Dining Hall Job# B-Li rye 970 Bee Mill Rd Brace Identification B13 by E:T.N Brace Type(Per NFPA#13) NFPA Type E Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 20'0"(6.1 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45= Type of Fastener 5/8(16 mm)Dual Through-Bolts Perpendicular to Beam-TOLCO Fig 9( Length of Fastener Minimum 4x Wood Member Summary of Pipe within Zone of Influence 4"Sch.to Steel Pipe(101.6 mm) 206(6.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 7811(23 6 m) 1.25'Sch.10 Steel Pipe(31.75 mm) 4Oft(12.2 m) 1"Sch.10 Steel Pipe(25.4 mm) 44ft(13.4 m) G-Factor Used 017 Allowance for Heads and Fittings 15% Conclusions Total Adjusted load of Pipe in Zone of Influence 578 lbs(262 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 720 lbs(327 kg) Fig.1001 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member Wood Beam "a Calculations prepared by Kevin Bell 'The description of the Structural Member is for informational purposes only. Tal-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Bate 8 Visit us at www.tolco corn AIWA •watr 1 Tol-Brace Seismic Calculations FIRECAD Project Address: Camp Parsons Dining Hall 5803 64th Ave W 970 Bee Mill Rd University Place,WA 98467 253-888-2073 by + s ffi Brinnan,WA Job# Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 30'Cr(9.14 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length T 0"(2.13 m) Fig.1001 Clamp 1425 lbs(646 kg) Bracing Material 1"Sch.40 Fig_980 Universal Swivel 1955 lbs(887 kg) Angle from Vertical 45°Min. *Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for Talco components only.Use of any Least Rad.of Gyration 0.42"(11 mm) other components voids these calculations and the listing of the assembly. L!R Value 200 Assembly Detail Max Horizontal Load 1310 lbs(594 kg) TOLCO FIG. 981 UNIVERSAL SWAY BRACE ' Force Factor(Cp) 0.77 ATTACHMENT % 0 STEEL PI• �4`•� Fastener Information ` Fastener Orientation NFPA Type H j MaximumLoad 800 lbs(363 kg) . r. i Diameter 3/4in.(19 mm) TOLCO FIG. 1001- �. FAST CLAMP Length Minimum 4x Wood Member 44• Type Dual Through-Bolts- Fig.906 Brace Identification on Plans 818 Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load INformation 1 Size and Type of Pipe Total Length Total CaiculatedLoad 4"Sch.10 Steel Pipe(101.6 mm) 30ft(9.1 m) 272 lbs(123 kg) 1.5"Sch.40 Steel Pipe(38.1 mm) 60ft(18.3 m) 167!Ifs(76 kg) 1.25"Sch.40 Steel Pre{31.75 mm)WasN/NGroN ST4T� E '.�� (18.3 m) 135 lbs(61 kg) "Sch.40 Steel Pi 2 CERTIFICATE OF COMPETENCY 1 Pert igkarPROTECTION SPRINKLE EMS ft(17.7 m) 92 lbs(42 kg) a Steve Adamson a 4265-0691-C Lev. a Columbia Fir , Inc. COLD G ���� *. axioms Oft.. 1eiaj)1t Percentage added fare ' ARAiipliakiess 115% T 100 lbs(45.36 kg) Total Adjusted Load of all pipe within Zone of Influence 766 lbs(347 kg) frol-Brace Verizon 8t Tol-Brace Seismic Calculations Camp Parsons Dining Hall Job# B-Li i 970 Bee Mill Rd Brace Identification B18 by EST#N Brace Type(Per NFPA#13) NFPA Type H Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 30'0" (9.14 m) Orientation of Brace Lateral Bracing Material 1"Sch-40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45= Type of Fastener 3/4(19 mm)Dual Through-Bolts Perpendicular to Beam-TOLCO Fig 9( Length of Fastener Minimum 4x Wood Member Summary of Pipe within Zone of Influence 4"Sch.to Steel Pipe(101,6 mm) 301)(9.1 m) 1.5"Sch.40 Steel Pipe(38.1 mm) 60ft(18.3 m) 125"Sch.40 Steel Pipe(31.75 mm) 600(18.3 m) 1"Sch.40 Steel Pipe(25.4 mm) 58ft(17.7 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 766 lbs(347 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 800 lbs(363 kg) Fig.1001 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member Wood Beam Calculations prepared by Kevin Bell "The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assemby only,not the structure it is attached to. :,' Calculated with Tol-Brace S Visit us at www.tolcocom a o! -eei� Tol-Brace Seismic Calculations RRECAD Project Address: Camp Parsons Dining Hall 5803 64th Ave W B-■■■�i University Place,WA 98467 970 Bee Mill Rd 253-888-2073 bYt + a Brinnon,WA Job# Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 15'0" (4.57 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length �'0"(213 m) Fig.4A Clamp 1425 lbs(646 kg) Bracing Material 1°Sch.40 Fig.980 Universal Swivel 1955 lbs(887 kg) Angle from Vertical 45°Min. 'Calculation Based on CONCENTRIC Loading "Please Note:These calculations are for Taco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Assembly Detail UR Value 200 TOLCO FIG.. 980 Max Horizontal Load 1310 lbs(594 kg) UNIVERSAL SWAY BRACE -.... - ATTACHMENT TYP, Force Factor(Op) 077 STEEL PIPE /i Fastener Information Fastener Orientation NFPA Type E 4/5 TOLCO FIG.4A- 0 MaximumLoad 560 lbs(254 kg) PIPE CLAMP FOR SWAY BRACING \ Diameter \ /Sin. Length 51/tin � .. Q Type Through-Bolt -_ — Brace Identification on Plans cl _._...___ Orientation of Brace Longitudinal Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total CalculatedLoad 4"Sch.10 Steel Pipe(101 6 mm) 15ft(4.6 m) 136 lbs(62 kg) am sr ast WASNINOTON 8TATE "r CERTIFICATE OF COMPETE Y FIRE PROTECTION SPRIN YSTEMS Steve Adamson 4265-0691-C Columbia Fire, I . CO2 G ..,. St Explras it rs oat. 12/31/15 • rte`. Percentage added for Fit fngs and Sprinklers 15% 20 lbs(9.07 kg) /� '" Total Adjusted Load of all pipe within Zone of Influence 156 lbs(71 kg) \� 1701-brace Verizon 87 Usoli rola To1-Brace Seismic Calculations Camp Parsons Dining Hall Job# B-Line 970 Bee Mill Rd Brace Identification Ci by Ea laN Brace Type(Per NFPA#13) NFPA Type E Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 15'0" (4.57 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0°(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 5/Bin.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 4"3G1.10 Steei Pipe(101.6 mm) '15ft(4.6 in) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 156 lbs(71 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 560 lbs(254 kg) Fig.4A Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member i Glu-Lam Beam Calculations prepared by Kevin Bell ,,- The description of the Structural Member is for informational purposes only.race software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 8 Vi9t us at www.tolco.com $ '� 0.. f Tol-Brace Seismic Calculations FIRECAD ■■■ Project Address: Camp Parsons Dining Half 580364th Ave W ��tt ■ 970 Bee Mill Rd University Place,WA 98467 253-888-2073 11t m Brin non,WA lob it Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 25'0"(7.62 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7'0.,(2.13 m) Fig 4A Clamp 1425 lbs(646 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1955 lbs(887 kg) Angle from Vertical 45'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 fisting of the assembly. Least Rad.of Gyration 0.42' (11 mm) uR Value 200 Assembly Detail TOLCO FIG. 980. Max Horizontal Load J 31.0 Ibs(594 kg} UNIVERSAL SWAY BRACE ~ -. ATTACHMENT TYP. 4r 4.. Force Factor(CO 0.77 /% STEEL PIPE Fastener Information Fastener Orientation NFPA Type E *or TOLCO FIG.4A MaximumLoad 560 lbs(254 kg) PIPE CLAMP FOR SWAY BRACING/ ,..._.. ----J Diameter 5/8in Length 5-1/tin. Type Through-Bolt Brace Identification on Plans Cs Orientation of Brace Longitudinal Braced Pipe:4"Sch.10 Steel Pipe Load INformation Size and Type of Pipe Total Length Total CalculatedLoad 4"Sch.10 Steel Pi pe 1101 B mm) 25ft(7.6 m) 227 lbs(103 kg) M •"'WASHINGTON STATE """.-rteY� CERTIFICATE OF COMP Cy FIRE PROTECTION SP 1 R SYSTEMS Steve Adamson 4265-0691-C 3 Colu .i re, I c. COL t MG 1 Z -5-1 Expires /1 SI. arur. Dee. 1231/1S Percentage added for Fittings and Sprinklers 115% 34 lbs(15.42 kg) fir/ Total Adjusted Load of all pipe within Zone of influence 261 lbs(118 kg) [Tot-Brace Vernon 01 . s ■1 o Tol-Brace Seismic Calculations Camp Parsons Dining Hall Job# B-Line 970 Bee Mill Rd Brace Identification C5 by "r f[,N Brace Type(Per NFPA#13) NFPA Type E Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 25'0'(7.62 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° 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 rem) 125ft(7.6 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 261 lbs(118 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 560 lbs(254 kg) Fig.4A Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member Wood Beam Calculations prepared by Kevin Bell The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only not the structure it is attached to. Calcukted with Tol-Braze S v Vkit us at wsw t0lco com Tol-Brace Seismic Calculations FIRECAD Project Address: Camp Parsons Dining Hall 5803 64th Ave W B-Line 970 Bee Mill Rd University Place,WA 98467 253-888-2073 by + s Brinnon,WA Job Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 4Y 0" (12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length T 0"(7.13 m) Fig.4A Clamp 1425 lbs(646 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1955 lbs(887 kg) Angle from Vertical 45°Min. 'Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for Tolco components only.Use of any C.42" other components voids these calculations and the listing of the assembly. Least Rad.of Gyration (1 1 mm) Assembly Detail L/R Value 200 TOLCO FIG. 980- „ Max Horizontal Load 1310 lbs(594 kg) UNIVERSAL SWAY BRACE `„- ATTACHMEN1 IYP. i-`'� ill Force Factor(Cp) 0.77 ./t STEEL PIPE-., Fastener Information Fastener Orientation NFPA Type E �j MaximumLoad TOLCO FIG. 4A. 620 lbs(281 kg) PIPE CLAMP FOR __rt SWAY BRACING!f , Diameter 3/4in. Length 5-1/2in _ Type Through-Bolt . - Brace Identification on Plans C8 Orientation of Brace Longitudinal Braced Pipe:4"Sch.40 Steel Pipe Load INformation Size and Type of Pipe Total Length Total CaiculatedLoad 4"Sch.40 Steel Prpp,(41145..pyiry 40ft(12.2 m) 505 lbs(229 kg) .-- CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER S TEM$ Steve Adamson 4265-0691-C Level Columbia Fire, I COLUMF1952H / i z— 7'-15 a. stun 'CTS'17 anoints/ 115 I s+- Onto 12/31/13 '�" =` Percentage added .r Fittings and Sprinklers 115% 76 lbs(34.47 kg) o' "`` Total Adjusted Load of all pipe within Zone of Influence 581 lbs(264 kg) i�i@@,� frol-Brace Verizon B f t9=a l! ��tlw Tol-Brace Seismic Calculations Camp Parsons Dining Hall Job# B-Line 970 Bee Mill Rd Brace Identification C8 by r►wT*f11 Brace Type(Per NFPA#13) NFPA Type E Braced Pipe 4"Sch.40 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 3/4in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/21n. Summary of Pipe within Zone of Influence 4"Sch.40 Steel Pipe(101 is mm) I 401(12.2 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 581 lbs(264 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 620 lbs(281 kg) Fig.4A Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member Wood Beam Calculations prepared by Kevin Bell *The description of the Structural Member is for informational purposes only. Td-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace b ^a' Visit us at www.tolco.cem r i f° t ElAte6PVfv'