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HomeMy WebLinkAboutHydraulic calculations/analysis-2014 CALCULATION SUMMARY Project Neme:ORONO POLICE DEPARTMENT Projed Locatlon: 2730 KELLEY PARKWAY Drawing No.:124310 City: ORONO, MN 55356 Design Areas Design Area Calc. Mode Occupancy Area of otal Water Pressure� Min. Min. Min. Calculated Hose Margin To Name (Model} Application Source Density Pressure Fiow Ffeads Streams Source (sq.ft) (gpm) (psi) (gpm/sq.ft) (psl) (gpm) # (gpm) (psl) 1 Demand(HW} ORDINARY GROl1P 1 1950 700.4 61.1 0.15 10.3 18 24 250 10.5 � � ���� � o � g �:�� _ � m �m��.� � ��- � � � � � ��� �- > �� �� � � � �� $ » � � �' � � � _ _ 7� a � _ _ - __ w �$ - � .� �� � � Flle:0:1ProJec�s1124310.0RON0 POLICE STATION1DesiynlCF5P1124310-Orono Police Depertment Remodel � Dete 9/30/2014 Wet System.dwg Page 1 � Copyripht m 2002-2Q12 Tyco Rre Pmteclbn Products � HYDRAULIC CALCULATIONS for Job Informatlon Projed Name:ORONO POLICE DEPARTMEPIT Contract No.:12431b City: ORONO, MN 55356 Pro]ec�Locadon: 2730 KELLEY PARKWAY Date:9h 6rZ014 Contractor Information Name of Contrac�r: SUMMIT COMPANIES Address: 575 MINN�HAHA AVE W City: ST.PAUL, MN 55103 Phone Number. 851.251.1880 E-ma11:AGerboth�SummftCoUS.00m Name of Designer: A GERBOTH Aufhority Having Jurisdiction: CITY OF ORONO Design Remote Area Name 1 � Remote Area Location GARAGE Occupancy Classificatlon ORDINARY GROUP 1 Density(gpm/sq.R) 0.15 lvea of Application(sq.ft) 1950 Coverage per Sprinkler(sq.R) 120 Number of Calculaked�,Sprl(aldds,c,c •ts;�z;-t1,,i;�+� .t+i�i t-<l�t;�r 24 ti , ��-•:�u i;,t�rn YU;��!sv��u z�,v nr.t}y� in-Radc Demand(9Prt!} ,'',; �,�,c, :i�ris,ars�io•e:u►3c;uz 0 SpedBl H68dS '+�''' 'n -wt, y�t �-,..,nu '+���nit_�e1s1�OL3�::}r,��i fi}^,2;:l1!`IN fiJ!'1+`. : Hose Streams(gpm) 250 s,�;:i�'"��>' �:���:�'. � ll�Ay 3n'xeVf t��.=�i Total Water Required(Ind.Hose Streams}{gpm) " 700.4 :��utP.,���? RequlredPressureetSource{psf} . . _ _.___ _. �.5 Type of System ' �v_' ,,r�.•� � _ _.� . _. _. _ :1fiy� VNet Volume-Entlre System (gal) 1396.6 gal Water Supply Information Date 8/26J2044 Locabon JQB SITE Source W1 Notes ADD 30%ROOF SLOPE Flle:0:1Projects\124310-ORONO POLICE STATION1DesignlCFSP1'124310-Orvno Police Departrnant Remodel Wet System.dwg DBte 8/30/2014 CopyrgM�20D2-2012 Tyco Flre Protectbn ProduGs Pa9e z Job:ORONO POLICE DEPARTMENT Node Labels: Off " Pipe Label6: Oif Diagram for Design Area : 1 fAetimis�d Hvdraulic SimnlifiRrll ' - � 4___« _. ..�.-� j,. � � . ��.s. "'� � .,.. r • �• !. ..+.n'*�, _. .'+. - ----" , " � . .ti ,�, _ •- ��.. _-- ..- . � � _ .� . ,. • .••- - — �, .� .,.. ... � ... . -' _ ... �� —� _ . y�._ _ ._ _ . - File:O:IProjecfs1124310-ORONO POLICE STATIOMDesIgnICFSP112A310-Orono Police Departrnent Remodel Wet System.dwg Date 9l30/20t4 CopyrtgMo20o2 20�2 7yoo Fire Proteabn Producta Page 3 Job:ORONO POLICE DEPARTMEN7 Hydraulic Anafysis for : 1 Ca[culation Info Calculatfon Mode Demand Hydrdulic Model Hazen-Williams Flufd Name water�60F(15.6C) �Fluid Weight, (Ib/ft�) N/A for Hazen-Wlllfams calculation. Fluid DynamiG vscosiEy,t�b•s/fta) N/A for Hazen-Williams calailatlon. Water Supply Parameters Supply 1 :W1 Fbw Phssun I 0 ' 886 80 Hoses Inside Hose Flow/Standpipe Demand(gpm) 0 OuLside Hose Flow{gpm) 250 i4�dditlonal Outside Hose Flow(gpm) Othe�(custnm defined) Hose Flow(gpmj 0 - - � - - - - - - - - - - - - - - - - - " - - � � - - - - - • Total Hase Flow(gpm) 25� Sprinklers Ovehead Sprinkler Flow(gpm) 450.4 InRadc Sprinkler Flow(gpm) 0 Ofher(custom defined)Spdnkler Fiow(gpm) 0 TWaI Sprinkler Flaw(gpm) 450.4 Other , ReQuked Margin af Safety(psl) 0 W1 -Pressure(psi) 50.5 YV1 -Flow(gpm) 700.4 Dem�d wlo SysEam Punp(s) WA File:0:1Projec�1124310-ORONO POLICE STATIOMDesIgnICFSP'1124310-Orono PoGce Deperhnent Remodel Wet System.dwg Qate$/30/2014 Copyripht�2002-2012 Ty�o Fire Profeetlon Products Page 4 ,bb:OROPIO POLICE DEPARTMENT - Hydraulic Analysis for : 1 (�:~�;�;�. "_ .y�:�,�k�:�..�., -f.��._.�. _ ..__. _ ._, .� __ ,.,.,._._.��...�....__ . .�.�._...._. Q � ._..:::. .��.it X {.. �1, ... . ..... .... � . ..... . . .rs+-.a-�-��....- „�+.�.�e....w.+��y : . .. .... . �e_�` � "' ... � �. ,.,. ... ..-... .. .... ... ... � . . .. .. ... .�:>.. . .�� . .. ..,. . .... ...... . ...... ..... ... .. .. ....... . . . . r- .... � ...... . .. .. .: . . .._ ... ...,,.. .... .. ...... ....... . . _.._ . ...... .....,. . ...,.. .... . � . K � �� � � . ....... .... . .... .. . .... .. �l .. ..� . . ........ .. . . . .... .... .... . ....... ... ....... . .... ...... .....,........ . . E: 1�� . ..... ... ........ ._... ..........._. .. , . . ... ......... C � .r.. a. .....,. i'r}'} �C'+ � p.!`,':'! '�: �f.�'s;:,. FS.O�ryj�i}f'7ff11 Flle:O:�ProJeds11243T0-ORONO PaLICE STATIOMDeaig�lCF5P1124310-Orono Po11ce Depattment Remodel Rate 9/30/2014 Wet Systern.dwg (bpyripht�2002-2012 Tyco Flre Proiectbn Products Pege 5 Job:ORONO POLICE DEPAR'tMEtJT � Hydraulic Analysis for : 1 G�aph Labels Label Descriptlon Values Flow(gpm} Pressure (psf} Sl Supply point#1-Static 0 63 S2 Supply point#2-Residual 888 60 D1 Elevation Pressure 0 9.7 D2 System Demand 700.4 50.5 Curve Intersections�Safety Margins Inte►section Safety Margin Curve Name p�sure(psi) Flow(gpm) Pressure(psl) � Flow(gpm) Sup 60.8 T88.7 10.5 700.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Row Pressure Density Flow Pressure (SQ•n) �9Pm/P��) (9Pm/sq•n) (9Pm3 �PS�) �9Pm/54•ft) (9P►�) (PS�) SS �erfiead 120 5.6 0.15 18 10.3 Q.lfi3 19.6 12.2 Sprinkkr 513 ���d 104 5.6 0.15 15.6 7.8 0.19 19.7 12.4 Sprinkler 514 ���4 104 5.6 0.15 15.6 7.8 0.176 18.3 10.7 Sprinkler 515 ���d 104 5.6 0.15 15.6 7.8 0.164 17 9.2 Sprinkler S16 ��ead 104 5.6 0.15 15.6 7.8 0.15 15.6 7.8 Sprinkler 517 �fi�d 104 5.6 0.15 15.6 7.8 0.151 15.7 7.9 Sprinkler S18 ��rn�d 104 5.6 0.15 15.6 7.8 0.168 17.4 9.7 Sprinkler 519 ���d 104 5.6 0.15 15.6 7.8 Q.185 19.2 11.8 5prinkler $2 Overhead 120 5.6 0.15 18 10.3 0.152 18.2 10.6 Sprinkier 520 �meed 104 5.6 D.15 15.6 7.8 0.193 20 i2.8 Sprinkler S21 �rn�d 104 5.6 D.15 15.6 7.8 0.179 18.7 il.l Sprinkler 522 ���d 104 5.b 0.15 15.6 7.8 U.167 17.3 9.6 Sprinkler 523 ���d 104 5.6 O.IS 15.6 7.8 0.153 15.9 8.1 Sprinkler File:0:1ProJecls1124310-ORONO POLICE STATIOMDe�ignVCFSP�124310-Orono PoBce Departrnent Remodel Wet System.dwg Date 9/30/201a Cop�rtipM@ 2002-2012 Tyco Fke Protecbon Products Pege 6 524 ��ead 104 5.6 Q.15 15.6 7.8 0.155 i6.1 8,2 SpMnkler 525 �e��d 104 5.6 0.15 15.6 7.8 o.i7 17.7 10 Sp�inkler S26 Overfiead 104 5.6 0.15 f5.6 7.8 0.187 19.5 12.1 Sprinkler S2� Overhead 104 5.6 0.15 15.6 7.8 0.209 Z1.7 15 Sprinkler SZ8 Overhead 104 5.6 0.l5 15.6 7.8 0.199 20.7 13.6 Sprinkl� S3 aerhead xz0 5.6 0.15 18 10.3 0.172 20.6 13.6 Sprinkler � Overtiead 120 5.6 0.15 18 10.3 Q.183 21.9 15.3 5prinkler 55 ���d 120 5.6 0.15 18 10.3 Q.161 19.4 11.9 Sprinkler 56 Overhead 120 5.6 O.IS 18 10.3 0.15 18 10.3 Sprinkfer S7 ��d 120 5.6 0.15 18 SD.3 Q.17 20.4 13.3 � Overhead 120 5.6 0.15 18 iQ.3 0.181 21.7 15 Sprinkler File:0:1Projects\124310-ORONO POLICE 3TATIOMD�s3gn1CFSP1124310-Orono Poflce bepartrnent Remodel Wet Systern.dwg Date 8/30/2014 �pY�9M�2002-2012 Tyco Flro Pnotectlon Produds Pege 7 Job:ORONO POLICE DEPARTMENIT Hydiaulic CalculaUons/Fl�sd Dellvery Tfine Analysls Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pr+es. Elev Hgroup Open/Ciosed Overdischat�e Density Elev. Pres. Re�. Flow ft 9Pm/ps�'� 9�► sq.ft psi psi 9� 9Pm/sU.ft DS� .9Pm S6 Overhead SpNnkler 5.6 18 120 10.3 i0.3 16.37 HEAD Open 0 0.15 -6.2 18 S16 Overhead Sprinkler 5.6 15.6 104 7.6 7.8 24.3 HEAD Open 0 0.15 -9.7 15.6 517 Overt�ead Sprinkler 5.6 15.7 104 7.9 7.8 24.3 H EAD Open 0.1 0.151 -9.7 15.6 52 Overtiead Sprtnkler 5.6 18.Z 120 10.6 10.3 16.37 HEAD Open 0.2 0.152 -6.2 18 S23 Ovefiead Sprinlder 5.6 15.9 104 8.1 7.8 24.3 HEAD �pen 0.3 0.153 -9.7 15.6 S24 Overhead Sprinkler 5.6 16.1 104 8.2 7.8 24.3 HEAD Open 0.5 0.155 -9.7 15.6 55 Overhead Sprinkler 5.6 19.4 120 11.9 10.3 13.87 H EAD Open 1.4 0.161 -5.1 18 51 Overhead Sprink{er 5.6 19.6 120 12.2 10.3 13.87 HEAD Open 1.6 0.163 -5.1 18 S15 Overhead Sprinkler 5.6 17 104 9.2 7.8 20.91 HEAD Open 1.4 0.164 -8.2 15.6 522 Ovefiead Sprinkler 5.6 17.3 104 9.6 7.8 20.91 HEAD Open 1.7 0.167 -8.2 15.6 518 Overhead Sprinkler 5.6 17.4 1�4 9.7 7.8 20.91 HEAD Open 1.8 0.168 -8.2 15.6 57 Overfiead Sprinkier 5.6 20.4 120 13.3 10.3 16.38 HEAD Open 2.4 0.17 -6.2 18 525 Overhead Sprinkler 5.6 17.7 104 10 7.8 Z0.91 HEAD Open 2.1 0.17 -8.2 15.6 S14 Overhead Sprinkler 5.6 18.3 104 30.7 7.8 17.51 HEAD Open 2.7 0.176 -6.7 15.6 S21 Overfiead 5prinkler 5.6 18.7 104 ii.i 7.8 17.51 HEAD Open 3.1 0.179 -6.7 15.6 S19 Overhead Sprinkler 5.6 19.2 304 11.8 7.8 17.51 HEAD Open 3.6 0.185 -6.7 15.6 S26 Overhe.ed Sprinkler 5.6 19.5 104 12.1 7.8 17.51 HEAD Open 3.9 0.187 -6.7 15.6 S13 Overhead Sprinkler 5.6 19.7 104 12.4 7.8 14.11 HEAD Open 4.1 0.19 -5.� 15.6 520 Overttead SpHnkier 5.6 20 104 12.8 7.8 14.11 HFAD Open 4.4 0.193 -5.2 15.6 53 Overtiead Sprinkler 5.6 20.6 120 13.6 10.3 16.37 HEAD Open 2.6 0.172 -6.2 16 S28 Overhead Sprfnkler 5.6 20.7 104 13.6 7.8 17.51 NEAD Open 5.1 0.199 -6.7 15.6 58 Overhead Sprinkler 5.6 21.7 120 15 l0.3 13.88 HEAD �pen 3.7 0.181 -5.1 18 S4 Overhead Sprinkler 5.6 21.9 120 15.3 10.3 13.87 HEAD Open 3.9 0.183 -5.1 18 S27 Overhead Sprinkler 5.6 21.7 104 15 7.8 14.11 HEAD Open 6.1 0.209 -5.2 15.6 362 Mode 13.4 13 NODE -4•8 Fle:0:1Projects1124310-ORONO POLICE STATIOMDesignlCFSP1724310-Orono Polfoe Departrnent Remodel wet System.dwg Dafe 9/30/2014 CaPY�9M���-�12 Tyco Flre Protectlon Products Page 8 J�c OROIVO POLICE DEPARTMENT Hydreulic Calpalations/ luid Dellvery Time Anaysis Node Data Node# Type K-Fact. Dlscharge Coverage Tot. Rres. Req. Pres. Elev Hgroup OpenJCfosed Overdischarge Ddtsity Elev. Pres. Req. Flow ft 9P�p�� gpm sq.ft psf psf gpm gpm/sq.ft psi gpm 361 Node 13.4 13 NODP -4.8 358 Nod� 14.1 13 NODE -4.6 365 Node 14.6 13 NODE -4.8 366 Node 15.5 13 NODE -4.8 367 Node 16.5 13 NODE -4.8 346 Node 16.7 13 NOQE -4.8 345 Node 16.8 13 NODE -4.8 344 Node 17 13 NODE -4,8 340 Node 17.2 13 NODE -4.8 368 Node 17.3 13 NODE -4.8 339 Node 17.5 13 NODE -4.8 369 Node 17.8 13 NODE -4.$ 370 Node 18 13 NODE -4.8 338 Node 18.1 13 NODE -4.8 373 Node 18.2 13 NODE -4.8 337 Node 18.9 13 NODE -4.6 336 Node 19.8 13 NODE -4.8 335 Node 20.9 13 NODE -4.$ 333 Node 22.2 13 NOpE -4.8 331 Node 23.8 13 NODE -4.8 329 Node 31.8 8.85 NODE -3 319-0 Nade 43.1 5.52 NODE -1.5 319-I Node 44.1 5.02 NODE -1.3 317 Node 45.2 3.67 NODE -0.7 016-0 Node 47 2.88 NODE -0.4 Flle:0:1Projects1124310-ORONO POLICE STATIpNiDesigMCFSP�124310-Orono Pdice Deparlm t Remodel Wet Sys6am.dwg D8t@ 9/30/2014 Copyright�2002 2012 Ty�o Flro Proiscdon Producte Pege 9 Job:ORONO POL4CE DEPARTMENT Hyd�Ic Cak;ulations/Fluid Delivery Tlme Malysis Node Data Node# Type K-Fact Discharge Coverage Tot. Pres. Req.Pres. Elev Hgroup Op�/Closed Overdischarge Denslty Elev. Pres. Req. Flow 9pm/PS�'� 9pm sq•ft psi psi R 9Pm 9P�'VsQ.ft psi gpm 016-I Node 47.3 2.38 NODE -�•Z 015-0 Node 47.4 2 NQDE � O15-I Node 4g i.b NODE 0•Z 014 1Vode 49.3 1 NODE 0.4 003-0 Node �•Z 2 NODE � 003-I Node 50.3 2 NODE � H1 Outstde Hose 250 50.4 2 HOSE 0 250 001 Node 50.5 2 NODE � Wl Supply _��.4 50.5 2 5UPPLY 0 010-0 Node 53.9 -8 NODE 4.3 010-I Node 53.9 -8 NODE �.3 007 Node �•1 -8 NODE 4.3 Fife:0:1ProjeCts1124310-ORONO POLICE STATION\DesignlCFSP1124310-Orono Police Depar4nern Remodel Wet System.dwg Date 9/3Q/2014 CoPYright�2002-2012 Tyeo Ftre ProEectfon Producb Page 10 Job:ORONO POLICE DEPARTMENT Hyd lic Calcu�tlons PIPE INFORMATION Node i Elev 1 K-Factor 1 Flow adde�(q) Nominal ID Flttings L C Fa totat(Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q} Actual ID quanUty x(name) = length F Pf ft elev(Pe) NOTES T friCt{P� (ft) �9Pm/Psilh) �9Pm) ���) (ft) �ft) (P �) (Psl) Path No: 1 S6 16.37 5.6 18 1 6.5 20 10.3 55 13.87 5.6 18 1.104 0 Q.0 31 1.1 6.5 0.5 SS 13.87 ' S.6 19.4 1.25 ix(VIC.TEE-Br)=7,69 1.55 20 11.9 361 13 37.4 1.452 Ix(VIC.90)=3.84 11.53 0. 7 0.4 13.08 1.1 361 13 37.8 2.5 2x(VIC.90)=13.37 29.08 20 13.4 358 13 75.1 2.703 13.37 0. 15 0 42.45 0.6 358 13 49.8 2.S 13 2Q 14.1 365 13 124.9 2.703 0 0.0 84 0 13 0.5 365 13 52.2 2.5 13 20 14.6 366 23 177.1 2.703 0 0.0 33 0 13 1 366 13 6.1 2.5 13 20 15.5 367 13 183.2 2.703 0 0. 7$ 0 13 1 367 13 -29.1 2.5 13 20 16.5 366 13 154.1 2.703 0 0.0 65 0 13 0.7 368 13 -30.3 2.5 13 0 17.3 369 13 123.8 2.703 0 Q.0 8 0 13 0.5 #69 13 -34 2.5 13 1 0 17.8 370 13 89.8 2.703 0 0.02 8 0 13 0.3 370 13 -39.8 2.5 ix(VIC.90)=6.68 13 1 0 18 373 13 49.9 2.703 6.68 0.0 7 0 19.68 Q.1 373 13 0 1.5 ix(ViC.TEE-Br)=11.29 65.08 1 0 18.2 331 13 49.9 1.728 2x(VIC.90)=11.29 25.4 0.06 1 8 1x VIC.45 ELL =2.82 90.49 5.6 331 13 400.5 3 3x(VIC.90)=21.84 18.65 1 0 23.8 329 8.85 450.4 3.314 21.84 0.15 J, 1.8 40.48 6.2 329 8.85 0 4 8x(VIC.90)=75.82 155.51 ! 0 31.8 319-0 5.52 450.4 4.31 75.82 0.04 6 1.4 231.33 9,g 319-0 5.52 0 4 Q.5 0 43.1 BUTTERFLY 319-I 5.02 450.4 0 0 1.53 7 0.2 0.5 0.8 319-i 5.02 0 4 lX(VIC.90)=9.48 2.85 1 0 44.1 317 3.67 450.4 4.31 4.48 ' 0.04 6 0.6 12,33 p.5 317 3.67 0 4 ix(VIC.TEE-Br)=21.07 2.27 1 45,2 016-0 2.88 450.4 4.26 lx(1IIC.90)=8.95 30.02 0.04 0.3 32.29 1.5 Ffle:0:1Pro)ec�s1124310-ORONO POLICE STATIONiDesignlCFSP1124310-Orono Police Deparhmen Remodel Wet Sys6em.ciwg Date 8/3012014 CoPyriBht O 2002-2012 7yco Rre Protection Prpducts Pdge 11 Job ORONO POUCE DEPARTMENT Hydraulic Calculatlons PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fttings L C Factor total (Pt) Node Z Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x(name) = length F PF per ft elev(Pe) NOTES T frict(P� (�) �9Pm/PsfYz) (9P►n) ���) (�) (ft) (psi} (Ps�) Path No: 1 016-0 Z.88 0 4 0.5 0 47 GATE VAWE 016-I 2.38 450.4 0 0 0.1569 0.2 0.5 0.1 016-I 2.36 0 4 . 0.38 120 47.3 015-0 2 450.4 4.26 0 0.0452 0.2 0.38 0.0 015-0 2 0 4 0.5 0 47.4 CHECK VALVE 015-I 1.5 450.4 0 0 2.6939 0.2 0.5 1.3 015-I 1.5 0 4 0.5 120 49 014 1 450.4 4.26 0 0.0451 0.2 0.5 0.0 014 1 0 6 2x(VIC.90)=28.69 95 140 49_3 010-0 -8 450.4 6.16 lx(VIC.45 ELL)=7.17 35.86 0.0056 3.9 130.B6 0.7 010-0 -8 0 6 0.88 0 53_9 GATE VALVE O10-I -8 450.4 0 0 0.0338 Q 0.88 0.0 010-I -8 � 6 lx(VIC.TEE-Br)=35.86 0.75 140 53.9 007 -S 450.4 6.16 35.86 0.0056 0 36.62 Q.2 007 -8 0 8 lx{VIC.45 ELL)=10.28 321.79 140 54.1 003-0 2 450.4 8.27 lx(VIC.22.5 ELL)=5.14 15.42 Q.0013 -4.3 337.21 0.5 063-0 2 Q 8 0.96 0 50.2 GATE VA�VE 003-I 2 450.4 0 0 O.Q388 0 0.96 0.0 003-I 2 0 8 lx(VIC.TEE-Br)=52.19 19.21 140 50.3 H 1 2 45Q.4 8.27 52.19 0.0013 0 71.4 0.1 HS 2 250 8 1x(VIC.TEE-Br)=52.19 1.74 14Q 50.4 001 2 700.4 8.27 52.19 0.003 0 53.93 0.2 001 2 d 6 1 140 54.5 W 1 2 700.4 6.16 0 0.0127 0 1 0.0 W 1 50.5 � a�i�or x,.h O� � Fue:O:\Projeds1124310-ORONO POLICE STATIOMDesignlCFSP�124310-Orono Pouoe Departrnern Remodel wet System.dwg Date 9/30/2014 CoPYriBht�2002-2012 Tyco Rre Protection Produets Page 12 Job:ORONO POLICE pEPARTMENT Nyd fic Calculetlons PIPE INFORMATION Path No: 2 S16 24.3 5.6 15.6 1.5 lx(VIG45 ELL)=2.82 8.69 20 7.8 517 24.3 5.6 20.9 1.72$ 2.8Z 0.0 24 0 11.51 0.1 517 24.3 5.6 15 J 1.5 8.69 20 7.9 Si8 20.91 5.6 36.7 1.728 0 0.0 51 1.5 8.69 0.3 518 20.91 5.6 17.4 1.5 $.69 20 9,7 S19 17.51 5.6 54.1 1.728 8 0. 72 1.5 6.69 0.6 S19 17.51 5.b 19.2 1.5 ix(VIC.TEE-Br)=1f.29 10.$1 20 11.8 340 13 73.3 1.728 ix{VIC.90)=5.64 16.93 0.1 65 2 27.75 3.5 340 13 84.7 3 13 20 17.2 339 13 156 3.314 p p, Z2 � 13 d.3 339 13 73 3 13 20 17.5 338 13 231 3.314 p p, 0 13 0.6 338 13 3fi.3 3 13 20 18.1 337 13 267.3 3.314 0 0.0 82 0 13 0.8 337 13 Z9.1 3 13 20 18.9 336 13 296.3 3.314 0 0.0 OS 0 13 0.9 336 13 30.3 3 13 1 0 19.8 335 13 326.6 3.314 0 0.48 0 13 1.1 335 13 34 3 13 2 0 20.4 333 13 360.7 3.314 0 d.1U 4 p 13 1.3 333 !3 39.8 3 13 1 0 22.2 331 13 400.5 3.314 0 0.12 1 0 13 l.b 331 23.8 Path No: 3 S2 16.37 5.6 18.2 1 6.5 1 0 10.6 Sl 13.87 5.6 18.2 1.104 d 0.0 5 1.1 6.5 .0.6 51 13.87 5.6 19.6 1.25 2x(VIC.90)=7.69 1.55 1 0 12.2 362 13 37.8 1.452 7.69 D.08 5 0.4 9.23 Q.8 362 13 0 2.5 10 1 0 13.4 361 13 37.8 2.703 0 0. 2 0 10 8.0 361 13.4 �Ne:0:1ProJeds\124310-0RONO POLICE STAT10MDesignlCFSP1124310-Orono Pdice Departrn Remodel VYet Sysfiem.dwg Date 9/30/2014 CoPyrlpM O 2002 2012 Tyco Rre Protedion Producta PaOe 13 Job:ORONO POUCE DEPARTMEIVT Hy�raulic Calculatlons PIPE INFORMATION Path No: 4 523 24.3 5.6 15.9 1.5 lx(VIC.45 ELL)=2.82 8.69 120 8.1 524 24.3 5.6 19.8 1.728 2.82 Q.0112 Q 11.51 0.1 S24 24.3 5.6 16.1 1.5 8.69 128 8.2 S25 20.91 5.6 35.9 1.728 0 0.0336 1.5 8.69 0.3 525 20.91 5.6 17.7 1.5 8.69 120 10 526 17.51 5.5 53.6 1.728 0 0.0707 1.5 8.69 0.6 S26 17.51 5.6 19.5 1.5 ix(VIC.TEE-Br)=11.29 10.81 120 12.1 339 13 73 1.728 ix(VIC.90)=5.64 16.93 d.1256 2 27.75 3.5 839 17.5 Path No: 5 515 20.91 5.6 17 1.5 8.69 120 4.2 S14 17.51 5.6 11.7 1.728 0 0.0042 1.5 8.69 0.0 S14 17.51 5.6 18.3 1.5 6.69 120 10.7 S13 14.11 5.6 30 1.72B 0 0.0242 1.5 8.69 0.2 S13 14.11 5.6 19.7 1.5 lx(VIC.TEE-Br)=11.29 2.12 120 12.4 358 13 49.8 1.728 ix(VIC.90)=5.64 16.93 0.0617 0.5 19.06 1.2 358 14.1 Patfi No: 6 S 15 20.91 5.6 17 1.5 8.69 120 9.2 S16 24.3 5.6 5.3 1.728 0 0.001 -f.5 8.69 0 Si6 7•s Path No: 7 522 20.91 5.6 17.3 1.5 8.69 120 4.6 521 17.51 5.6 13.5 1.728 0 0.0055 1.5 8.69 0.0 521 17.51 5.6 18.7 1.5 8.69 120 li.l 520 14.11 5.6 32.1 1.728 0 0.0275 l.b 8.69 0.2 S20 14.11 5.6 2U 1.5 ix(VIC.TEE-Br)=11.29 Z.12 120 12.8 365 13 52.2 1.728 1x(VIG.90)=5.64 16.93 0.0674 0.5 19.06 1.3 365 14.6 Path No: 8 S22 20.91 5.6 17.3 1.5 6.69 120 9.6 S23 Z4.3 5.6 3.8 I.728 0 Q.0005 -1.5 8.69 0 523 8.i Flle:0:1Prvjects1124310-0RONO POUCE STATION1DesipnlCFSP\124310-Orono PoUce Depertment Remodel Wbt System.dwg Date 9V30/2014 CoPyrqht C 2002-2072 Tyeo Flre P�otedlon Proeuets Page 14 Job:ORONO POLICE DEi'ARTMENT Hydra Ilc Celculatlons PfPE IN�ORMATiON Path No: 9 57 16.38 5.6 Z0.4 1 6.5 20 13.3 56 13.88 5.6 2p.4 I.104 0 0.1 7 1.1 6.5 0.7 58 13.88 5.6 21.7 f.25 ix(VIC.TEE-Br)=7.69 1.55 20 15 � 345 13 42.1 1.452 ix(VIC.90)=3.64 11.53 4.1 56 0.4 13.08 1.4 345 13 42.6 2.5 lx(VIC.90)=6.b8 7.5 20 16.s 344 13 84.7 2.703 6.b8 0.0 87 0 14.18 0.3 344 13 0 3 1x(VIC.90)=7.28 21.58 20 17 340 13 84.7 3.314 7.28 0. 69 0 28.86 p.z 340 Z�,Z Path No: 10 S3 16.37 5.6 20.6 1 b.5 20 13.6 S4 13.87 5.6 20.6 1.104 0 0.1 71 1.1 6.5 0.7 S4 13.87 5.6 21.9 1.25 2x(VIC.90)=7.69 1.55 20 15.3 346 13 42.6 1.452 7.69 0.1 78 �.4 9.23 1 346 13 0 2.5 10 20 16.7 345 13 42.6 2.703 0 0.0 52 0 10 0.1 34S 16.8 Path No: t 1 S28 17.51 5.6 20.7 1.5 ix(VIC.TEE-Br)=11.29 54.27 1 0 13.6 338 13 36.3 1.728 Ix(VIG90)=5.64 19.76 0.0 3 2 lx VIC.45 ELL =2.82 74.03 2.5 338 �g,i Path No: 12 S27 14.11 5.6 21.7 1.5 8.69 1 0 15 S28 17.51 5.6 15.6 1.728 0 0.00 2 -1.5 8.69 0.1 S� 13.6 Path No: 13 S27 14.11 5.6 21.7 1.5 lx(VIC.TEE-Br)=11.29 2.12 1 0 15 366 13 6.1 1,728 ix(VIC.90)=5.64 16.93 O.OU 3 0.5 I9.06 0.0 3� 15.5 Path No: 14 367 13 0 1.5 2x(VIC.TEE-6r)=22.5B 65.08 1 0 16.5 337 13 29.1 1J28 2x(VIC.90)-11.29 36.69 0.02 8 d lx VIC.45 ELL =2.82 1Q1.78 2.3 337 18.9 File:0:1ProJects112431(3-0RONO POLICE STATIOMDesigrtlCF5�72431d-Orono Pdice Deparlmen Remodel Wet System.dwg Da�g 9/39/2p'Ea CopydpM�20d2-2012 Tyao Ffre P�otectlon Produds PegB 15 Job:ORQNO POLICE DEPARTMENT Hydraulic Caiculetlons PIPE INFORMATIfJN Path No: 15 368 13 0 1.5 2x(VIC.TEE-Br)=22.56 65.08 120 17.3 336 13 30.3 1.728 2x(VIC.90)=11.29 36.69 0.0246 0 1x VTC.45 ELL =2.82 101.78 2.5 336 i9•8 Path No: 16 369 13 0 1.5 2x(VIC.TEE-Br)=22.58 65.08 120 17.8 335 13 34 1.728 2x(VIC.90)=11.29 36.69 0.0305 0 iz VIC.45 ELL =2.62 101.78 3.1 335 20.9 Path No: 17 370 13 0 1.5 2x(VIC.TEE-Br)=22.58 fi5.08 120 18 333 13 39.8 1.728 2x(VIC.90)=11.29 3f>.69 0.04Q8 0 � lx VIC.4b ELL =2.82 101.78 4.2 333 2�•� * Pressures are balanced to a hlgh degree of aauracy.Values may vary by 0.1 psi due bo display rounding. * Maximum Velocity of 16.75 ft/s occurs in the following pipe(s): (329-331) Flle:0:1PioJeds1124310-0RONO POLICE STATIOMDesignlCFSf�124310-Orono Pdfce Departrnent Remodel Wet Sys6em.dwg DeE6 9/30/2014 CoPyrfOM�2002 2012 Tyoo Flre 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