Loading...
HomeMy WebLinkAboutHydraulic Calcs - Remote Area - CHydraulic Calculations Summary for Project Name: FPR MRO HANGER Location: St. Lucie County, International Airport, Drawing Name: 18061 - MRO Hangar Treasure Coast IA - FP_R16_Rc Design Remote Area Number: Remote Area - C Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of Sprinklers Calculated: No. of Sprinklers Calculated: Type of System: In -rack Demand: Hose Streams: Extra Hazard Group II 0.30 GPM/SF 931 SF 100 SF 12 Cal ,�toWlbhWl9f�/2018 �A 0i t/ � s• t.743 1. NAL c - Volume of Dry or PreAction System: at Node: Pump at Node: 15 Type Allowance at Source Total Water Required (including Hose Streams where applicable) Pump at Node: 4000.00 GPM: 369.87 GPM @ 93.59 psi Safety Margin: 77.88 psi FROM: Water Supply at Node 6000.0( 369.87 GPM @ -72.88 psi Safety Margin: 77.88 psi Contact Name Robert Coello Address: 600 S. Orlando Avenue, #100, Maitland, FL 32751 Phone Number: 407-332-5110 Name of Designer: Robert Coello Authority Having Jurisdiction: St. Lucie County Notes Automatic Peaking Results k,@ M.E.P.CAD, Inc. ,AutoSPRINK RVT v1.0 Remote Area - C 9/6/2018 1:09:38PM Page 1 \ d EO 0 Q ca < Lu ] \ 2 I� E k 2 E ± 2 LL § \ = E 3 ƒ Q \ � \ ) CL 2 - U)] - k ) 2 � � � )\ 0 - ) c / » \/ b co ) 0 .n m Ln A \» E bIJD { - / )ci 0 \ } }2g .� � ( \ o . o \ \ 3 ] z g \ \ ] s % o (3- �� - - - �r� � / ± h / o yam. _ �� . � g � . �u \ \ .2 0 L2-- (q . , , .~% o oe \ & 2 6 « m m Q0 e a m m « r r x m mora � Ln \ a- 2 2 \ / CIA \ § & a � _ � CL i � .2 ) 5 z m L. V � Z < \ 0 < 7 I(If E k 2 % �z ƒ Co (\ k ( I \ T-1 / _ cn \ \ R \ 'E / / Ll7 k E # I / \IL E \ UDo / � \ \ \ \ 3 0 # a)\ » $ 2 \� \ i \4LO Jk. . . o ® R E % 2 R 9 / \ % Q u ) I 2 \ k _ g \ C > § z � Cl) ] < / ) & a � _ \ 2 \ ■ E \ ] < 2 r o \ k e 2 i CO / < 2 / 0 J 0 e uj j-, u e e m w _ u §dam mmij \ 2 0 ■ . } e \ J \ w & a � � � I [ k -- - 70 m �& \ , \ ® [ � | � � \\ ICL) \ | � � \ \ A \ E 0 o 0 \ o� S \ -10 �/ \Lf-) \ � a « CL | ECL\ U-) o)o \ \ [ S A] R - »] o % m . . 40,1c). f .. �. o . o ,\\� o \ 1m rl- .. < .. .\\.MI17 - \- . 0 e uj j-, u e e m w _ u §dam mmij \ 2 0 ■ . } e \ J \ w & a � 00 0 N CSO m f6 0 WN a) a) [IfQ W 0 Q a) z ry N 2 E Z LL N N N Z _,E m � O� 0 0 U-) O LI 1 m 0 Cl C) 1 +.J Oti C 10 IL Ln 0 t7D � O q - i LO 0 cri IL UD 0 0 0 0 0 O LF) Lfl 0 0 UD co 0 0 0 ¢ 0 jo � LO 3 co ui C�7 u, (D 0 O - 4L 0 rl! 11 i -or) co 0 O 0 O Q O O rJ F-3 Q O L -D 0 0 co r- V7 Lr) d' m N i ISLE lains: aij a) R CL 0 5 Y Z_ CL U) 0 co U n, m Q W? 0 Qo o L C c C C D� o CL z LL N CU z o w o Of G G uj ---- — i 1' u Co �0 CD CM a a. u C� - n 00 0 € a Lr, 2 LL (29 � 0 G ch IG G W7 0 a O n LO LO G G CL o — CL G G v- LO -._- 7. {ry CD a t7 LL - a. — - '- - oL f O U') Ln I'M} 0 0 0 u u o 0 0 0 0 0 0 a CN as N 0 Lr} 4r m rni T-1 isd raanssa_j,� r a) m 0- 2 1L co M fA O co 0 N O u 0 N CD N co 0 U m m LY Q UJ a? 0 Qa) 0 2 E Of o.. Z LL N E Q Ca °� z a m E W� W 0 0 - Ln 0 LTi ro0 r -I 0 0 N CM C o a_ __.._ 0 0 M. a i 0 Ln 0 Q- 0 0 0 00 0 Ln r - LTi o 0 0 �.. o o � o Ln 0 i LO — D 0 U t�7 CJ o o : ig o U7 Ti o L 0 0 0 0 0 0 0 0 0 o 0 o r. UD LTi �3' m CA isd `a_anssaad 0 0 CD N a cu L1 0 r 7.1 C) \ k W / � � � \ � ( � j \ \\ .. . . �. � - [ - - - --- - — � / o \ { | . ] 2E \ \ OD / ............� ... . e o �\ / / \ U:)o / . < »r � - \ CL / o o --0 � � # 2:/ IL @ o q a _ \_ HIM11111111111111 �� _ \. Ln c \ .77-71111111 iiiiiiiiiiiiiiiiiii-r-TTTTIT7Tn7TTT7T7111111. n \ \ E r" 2 / 9 !sd mmG LO \ S / 0 2 \ 7 \ \ ■ � § § E \ k a � 00 O N CD GD Q) C6 cl U m m Q w CD 0 Qa) 1: Of G G In ,--1 CD a ir) m G G G CU a G CL Ln r G OD U 51 G G U G G LL 0 O O O G G .,p Q G Lr� r -- LF) G G 7 Q La- tm o G 1n G m U-) r' 0 a_ {Q LD L1 c� -- .. G IL 0 m U nJ lT _.— G - LO I1 m 1-11 1 G D ,--i m r, UD LD m Cv 1-1 i G 1 1 1-1 N m �r n ko rl m isd leinssai j co N m a 2 a co M O O co O N C, 0 5 Of U C U W 2 _ ■ $ | | 1 ! - / -�2D \ \ { ?u / . . @ / 0 \ q_ - CL\ ƒ E \ / 3 R e g g / . E \ og� /� . E ( / ' o - - $ �E M. « .. ./ \- / 9 � a fo §\ �m ( 0 e E / \ \ \� -/o »: 2.\:w..::.:. ....... : .. .., , \ 9 E F 2 / \ R \ !s ainssaid Q k a ■ � § § 0� \ J \ j & a � OD L N 2 E 0- Z W LL N ai Q E Z o -0 a) a) -3 Of 0 ko i L CO'tLO T E a E0 �a Z r E 7 0 "' co / 43 Ln i r f f f r , r W 1 117 t 1 f _ a_ Uj Ci f -- U-) ' - 0 f 7 L f M i - P 0 0 1 0 m m 7� 1 I 10 t 1� tYf i {y't0 0 ACD f �� L, 3 Cl)0 r 1 ----- 0 >~I1 ,Jry rl f CL (.D 0 170 � a 1 — — N0 0 0 110 LO n III`YI Tq I 1 111111111 111111111 1111 11 11111 11111111 1111111 Q Qk N o ra � rD CCC) N -4 isd re_anssaad 2 a y Q O Q O C CD ui 0 L6 O C `a° aNiC co W U- _A U- CL cn 0 a ro M O 0 W O N iB W O 5 Y Z Of IL U) 0 Q U C 0 U a u.i lOutflowing Devices Job Number: Project Number Keport uescripaon: Mara hazara croup u Actual Flow Minimum Flow K -Factor Pressure Sprinkler 1019 _ 31.11 GPM 30.00 GPM 5.6 3_0.87 psi 5.6 Sprinkler 1006 30.94 GPM 30.00 GPM 30.53 psi Sprinkler 1007 30.16 GPM 30.00 GPM 5.6 29.58 psi Sprinkler 020 30.64 GHM 30.00 GPM 5.6 29.94 psi 29.62 psi Sprinkler- 1008 30.48 GPM 30.00 GPM 5.6 Sprinkler 1009 30.00 GPM 30.00 GPM 5.6 28.70 psi Sprinkler 1021 31.89 GPM 30.00 GPM 5.6 32.42 psi Sprinkler 1010 31.71 GPM 30.00 GPM 5.6 32.06 psi 30.00 GPM Sprinkler 1011 31.21 GPM 5.6 31.06 psi 30.00 GPM 5.6 30.14 psi Sprinkler 1022 30.75 GPM 30.58 GPM 30.00 GPM_- 5.6 29.82 psi Sprinkler 1012 Sprinkler 1013 30.10 GPM 30.00 GPM 5.6 28.89 psi -> Most Demanding Sprinker Data L @ M.E.P.CAD, Inc. „JtAutoSPRINK RVT V1.0 9!6!2018 1:09:39PM Page 1 Job Name: FPR MRO HANGER Remote Area Number: Remote Area - C Date: 9/6/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (GPM) Available Total Demand (psi) @ (GPM) Required Pressure (psi) 1 Water Supply 5.00 psi 5.00 psi 6000.00 GPM 5.00psi 369.87 GPM -72.88 psi Pump Analysis Node Churn (psi) Residual @ Flow (psi) (GPM) Available @ Total Demand (psi) (GPM) Required Pressure (psi) 15 167.40 psi 145.00 psi 4000.00 GPM 171.47 psi 369.87 GPM 93.59 psi Node Analysis Node Number Elevation (ft) Node Type Pressure at Node (psi) Discharge at Node (GPM) Notes 1 V- 6" Supply -72.88 psi 369.87 GPM 1013 15'- 0" Sprinklers 28.89 psi 30.10 GPM 1012 16- 0" Sprinklers 29.82 psi 30.58 GPM 1022 15'- 10" Sprinklers 30.14 psi 30.75 GPM 1011 15'- 0" Sprinklers 31.06 psi 31.21 GPM 1010 15'- 0" Sprinklers 32.06 psi 31.71 GPM 1021 15'- 10" Sprinklers 32.42 psi 31.89 GPM 1009 15'- 0" Sprinklers 28.70 psi 30.00 GPM 1008 15'- 0" Sprinklers 29.62 psi 30.48 GPM 1020 15' - 10" Sprinklers 29.94 psi 30.64 GPM 1007 15' - 0" Sprinklers 29.58 psi 30.46 GPM 1006 15' - 0" Sprinklers 30.53 psi 30.94 GPM 1019 15' - 10" Sprinklers 30.87 psi 31.11 GPM Supply Analysis Node Name Static (psi) Residual Flow (psi) C° (GPM) Available Total Demand (psi) @ (GPM) Required Pressure (psi) 1 Water Supply 5.00 psi 5.00 psi 6000.00 GPM 5.00 psi 369.87 GPM -72.88 psi L.Ca) M.E.P.CAD, Inc. ; AutoSPRINK RVT 0.0 9/6/2018 1:09:39PM Page 1 Job Name: FPR MRO HANGER Remote Area Number: Remote Area - C Date: 9/0/2018 DLh 0 M.E.P.CAD, Inc. i AutoSPRINK RVT 0.0 9/6/2018 1:09:39PM Paqe 2 Pump Analysis Node Churn (psi) Residual Flow (psi) (GPM) Available @ Total Demand (psi) (GPM) Required Pressure (Psi) 15 167.40 psi 145.00 psi 4000.00 GPM 171.47 psi 369.87 GPM 93.59 psi Node Analysis Node Number Elevation (ft) Node Type Pressure at Node (psi) Discharge at Node (GPM) Notes 1 1'- 6" Supply -72.88 psi 369.87 GPM 1013 15' - 0" Sprinklers 28.89 psi 30.10 GPM 1012 151-01, Sprinklers 29.82 psi 30.58 GPM 1022 15' - 10" Sprinklers 30.14 psi 30.75 GPM 1011 15'- 0" Sprinklers 31.06 psi 31.21 GPM 1010 15' - 0" Sprinklers 32.06 psi 31.71 GPM 1021 15' - 10" Sprinklers 32.42 psi 31.89 GPM 1009 15' - 0" Sprinklers 28.70 psi 30.00 GPM 1008 15' - 0" Sprinklers 29.62 psi 30.48 GPM 1020 15' - 101, Sprinklers 29.94 psi 30.64 GPM 1007 15'- 0" Sprinklers 29.58 psi 30.46 GPM 1006 15'- 0" Sprinklers 30.53 psi 30.94 GPM 1019 15' - 10" Sprinklers 30.87 psi 31.11 GPM DLh 0 M.E.P.CAD, Inc. i AutoSPRINK RVT 0.0 9/6/2018 1:09:39PM Paqe 2 Job Name: FPR MRO HANGER Remote Area Number: Remote Area - C Date: 9/6/2018 Pipe Information 15' 0" Elev 1 30.00 GPM Flow added (S Notes) Fittings 8 Length C Factor Total(Pt) Notes Node 1 ft K -Factor this step Nominal ID Devices ft 14' - 5 7/8" 3.99 psi Fitting/Device (Equivalent Length) 12'-6" 30.64 GPM 4 (See Notes) 0' - 11 1/8" 120 33.77 psi Flow (q) from Route 6 2PO(6' - 0"), E(6' - 0") 18'-0" 0.27 psi 30 12' - 6" 13 FPS 60.64 GPM Fitting Pf Friction Loss Elev(Pe) Fixed Pressure Losses, when applicable, 12'- 6" 30.48 GPM 2 1/2" 10.-0., Elev 2 38.82 psi Total Flow Equiv. ft Per Unit 12'- 6" are added directly to (Pf and shown as a Total 2 5/8"101-01,0.02 Node 2 ft velocity Q Actual ID Length psi negative value. 101-01, 120 39.06 psi Flow (q) from Route 2 and 5 ft ft 29 Friction(Pf) 11 FPS 1009 15' 0" 5.6 30.00 GPM 1" (S Notes) 'ee 12 - 5 7/8" 120 28.70 psi • • • • • Route 1 Sprinkler, E(2'- 0") 2'- 0" psi 1.08 psi 26 12' - 6" 11 FPS 30.00 GPM 1"0.28 14' - 5 7/8" 3.99 psi 26 12'-6" 30.64 GPM 1 1/4" (See Notes) 0' - 11 1/8" 120 33.77 psi Flow (q) from Route 6 2PO(6' - 0"), E(6' - 0") 18'-0" 0.27 psi 30 12' - 6" 13 FPS 60.64 GPM 1 3/8"18'- 11 1/8" 5.04 psi 30 12'- 6" 30.48 GPM 2 1/2" 10.-0., 120 38.82 psi Flow (q) from Route 4 psi 32 12'- 6" 5 FPS 91.12 GPM 2 5/8"101-01,0.02 0.25 psi 32 121- 6" i GPM + 30.58 2 1/2" 101-01, 120 39.06 psi Flow (q) from Route 2 and 5 psi 29 12'-6" 11 FPS 182.55 GPM 2 5/8"0.09 0.89 psi 29 12'- 6" GPM + 30.94 2 1/2" 101-01, 120 39.96 psi Flow (q) from Route 3 and 8 0.19 psi 31 12'- 6" 16 FPS 275.06 GPM 10' - 0" 1.91 psi 31 12' - 6" GPM + 31.71 2 1/2" (See Notes) 3'- 3 5/16" 120 41.86 psi Flow (q) from Route 10 and 11 E(6'- 0") 6'-0" psi 33 12'-6" 22 FPS 369.87 GPM 2 5/8"0.33 9' - 3 5/16" 3.06 psi 33 12'-6" 2 1/2" (See Notes) 13'- 7 1/16" 120 44.92 psi LINK, CV(14' - 0"), BV(7' - 0"), E 6' - 0" 27' - 0" psi 6.72 psi 2 -3' - 0" 22 FPS 369.87 GPM 2 5/8"0.33 40' - 7 1/16" 13.39 psi 2 -3' - 0" 2 1/2" (See Notes) 64'- 4 9/16" 120 65.03 psi 3E(6' - 0"), PO(12' - 0") 30' - 0" 0.33 psi 3 -3' - 0" 22 FPS 369.87 GPM 2 5/8"94'- 4 9/16" 31.14 psi 3 -3' - 0" 14" (See Notes) 4'- 1 3/16" 120 96.17 psi g, PRV psi 4 -3'-0" 1 FPS 369.87 GPM 15"0.00 4' - 1 3/16" 0.00 psi 4 -3' - 0" 14" (See Notes) 19'- 10 1/16" 120 96.17 psi T 0.00 psi 5 -3'-0" 1 FPS 369.87 GPM 15"9' - 10 1/16' 0.00 psi 5 -3'- 0" 12" (See Notes) 17'- 6 5/8" 120 96.17 psi 2E(27' - 0"), BV(21' - 0"), CV(65 - 0„ 140'- 0" psi -2.60 psi 14 3' - 0" 1 FPS 369.87 GPM 12 7/8"0.00 157' - 6 5/8" 0.02 psi k, @ M.E.P.CAD, Inc. 'R AutoSPRINK RVT 0.0 Remote Area - C 9/6/2018 1:09:39PM Page 1 Job Name: FPR MRO HANGER Remote Area Number: Remote Area - C Date: 9/6/2018 Pipe Information 3' - 0" Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 ft K -Factor this step Nominal ID Devices ft 01-01, 0.00 psi Fitting/Device (Equivalent Length) 369.87 GPM (See Notes) 93.59 psi Rating: 145.00 psi @ 4000.00 GPM Chum Pressure: 167.40 psi 16 Velocity Fittina Pf Friction Loss Elav(Pe) I Fixed Pressure Losses, when applicable, 3' - 0" 14" (See Notes) 01-01, Elev 2 -73.53 psi Total Flow 12'- 0" Equiv. tt Per Unit 3' - 0" are added directly to (PO and shown as a Total 15"12'- Node 2 ft Velocity Q Actual ID Length psi negative value. 39'- 4 3/16" 120 -73.53 psi 3E, T tt ft 6 Friction(Pf) 1 FPS 14 3' - 0" 10" 01-01, 120 93.59 psi psi 15 3' - 0" 2 FPS 369.87 GPM 10"0.00 01-01, 0.00 psi 15 369.87 GPM (See Notes) 93.59 psi Rating: 145.00 psi @ 4000.00 GPM Chum Pressure: 167.40 psi 16 Velocity 16 3' - 0" 14" (See Notes) 01-01, 120 -73.53 psi GV(12' - 0"), g 12'- 0" u.uu psi I 13 3' - 0" 1 FPS 369.87 GPM 15"12'- 0" 0.00 psi 13 T- 0" 14" (See Notes) 39'- 4 3/16" 120 -73.53 psi 3E, T psi 2.60 psi 6 -3' - 0" 1 FPS 369.87 GPM 15"0.00 39' - 4 3/16" 0.00 psi 6 -3' - 0" 14" (See Notes) 6' - 6" 120 -70.93 psi E 0.00 psi -2.82 psi 17 T- 6" 1 FPS 369.87 GPM6' 15" - 6" 0.00 psi 17 T- 6" 14" (See Notes) 5' - 6" 120 -73.75 psi E psi 18 T- 6" 1 FPS 369.87 GPM 15"0.00 5' - 6" 0.00 psi 18 T- 6" 14" (See Notes) 2'- 0" 120 -73.74 psi Water Supply 0.00 psi 0.87 psi 1 1'- 6" 1 FPS 369.87 GPM 15"2'- 0" 0.00 psi 0.00 GPM -72.88 psi Hose Allowance At Source Total(Pt) Route 1 1 369.87 GPM 1013 15'-0" 5.6 30.10 GPM 1" (See Notes) 12'-57/8" 120 28.89 psi ••••• Route 2••••• Sprinkler, E(2'- 0") 2' - 0" psi 1.08 psi 28 12--T 11 FPS 30.10 GPM 1"0'28 14' - 5 7/8" 4.02 psi 28 12'- 6" 30.75 GPM 1 1/4" (See Notes) 0' - 11 1/8" 120 33.99 psi Flow (q) from Route 7 2PO(6 - 0"), E(6' - 0") 18'-0" 0.27 psi 32 12'-6" 13 FPS 60.85 GPM 1 3/8" 18'- 11 1/8" 5.07 psi 39.06 psi Total(Pt) Route 2 l& @ M.E.P.CAD, Inc. ;II AutoSPRINK RVT v1.0 Remote Area - C 9/6/2018 1:09:39PM Page 2 Job Name: FPR MRO HANGER Remote Area Number: Remote Area - C Date: 9/6/2018 Pipe Information 15'- 0" Elev 1 30.46 GPM Flow added (See Notes) Fittings $ Length C Factor Total(Pt) Notes Node 1 ft K -Factor this step Nominal ID Devices ft 14' - 5 7/8" 4.10 psi Fitting/Device (Equivalent Length) 12'-6" 31.11 GPM Q (See Notes) 0'- 11 1/8" 120 34.77 psi Flow (q) from Route 9 2PU(6' - 011), E(6' - 0") 0" 0.27 psi 29 12'-6" 13 FPS 61.57 GPM Fitting Pf Friction Loss Elev(Pe) Fixed Pressure Losses, when applicable, 39.96 psi Total(Pt) Route 3 1008 15' - 0" 5.6 30.48 GPM Elev 2 (See Notes) Total Flow 120 Equiv. ft Per Unit 0.28 psi are added directly to (Pt] and shown as a Total 12' - 6" Node 2 ft Velocity Q Actual ID Length psi negative value. 1012 15'-0" 5.6 30.58 GPM 1" ft ft 120 Friction(Pf) ••••• Route 5••••• Sprinkler, E(2' - 0"), 2PO(5' - 0"), E(5'- 0" 1007 15'- 0" 5.6 30.46 GPM 1" (See Notes) 12'-57/8" 120 29.58 sl p ••••• Route 3••••• Sprinkler, E(2'- 0") 2'-0" psi 1.08 psi 25 12'-6" 11 FPS 30.46 GPM 1"0.28 14' - 5 7/8" 4.10 psi 25 12'-6" 31.11 GPM 1 1/4" (See Notes) 0'- 11 1/8" 120 34.77 psi Flow (q) from Route 9 2PU(6' - 011), E(6' - 0") 0" 0.27 psi 29 12'-6" 13 FPS 61.57 GPM 1 3/8"18' - 11 1/8" 5.19 psi 39.96 psi Total(Pt) Route 3 1008 15' - 0" 5.6 30.48 GPM 1" (See Notes) 11'-7" 120 29.62 sl p ••••• Route 4••••• Sprinkler, E(2' - 0"), 2PO(5' - 0"), E(5'- 0" 17'- 0" 0.28 psi 1.08 psi 30 12' - 6" 11 FPS 30.48 GPM 1"28'- 7" 8.11 psi 38.82 psi Total(Pt) Route 4 1012 15'-0" 5.6 30.58 GPM 1" (See Notes) 11'-7" 120 29.82 psi ••••• Route 5••••• Sprinkler, E(2' - 0"), 2PO(5' - 0"), E(5'- 0" 17' - 0" 0.29 psi 1.08 psi 32 12'-6" 11 FPS 30.58 GPM 1"28' - 7" 8.16 psi 39.06 psi Total(Pt) Route 5 1020 15' - 10" 5.6 30.64 GPM 1" (See Notes)Sprinkler, 3'-4" 120 29.94 psi ••••• Route 6••••• T(5' - 0") 51-01. 0.29 psi 1.45 psi 26 12'- 6" 11 FPS 30.64 GPM 1"8' - 4" 2.39 psi 33.77 psi Total(Pt) Route 6 1022 15' - 10" 5.6 30.75 GPM 1" (See Notes) 3'-4" 120 30.14 psi ••••• Route 7••••• Sprinkler, T(5' - 0") 5'- 0" 0.29 psi 1.45 psi 28 12' - 6" 11 FPS 30.75 GPM 1"8' - 4" 2.40 psi 33.99 psi Total(Pt) Route 7 1006 15'-0" 5.6 30.94 GPM 1" (See Notes) 11'-7" 120 30.53 psi ••••• Route 8••••• Sprinkler, E(2'- 0"), 2PO(5' - 0"), E(5' - 0" IT- 0" 0.29 psi 1.08 psi 29 12'- 6" 11 FPS 30.94 GPM 1"28' - 7" 8.34 psi 39.96 psi Total(Pt) Route 8 1019 15' - 10" 5.6 31.11 GPM 1" (See Notes) 3'-4" 120 30.87 psi ••••• Route 9••••• Sprinkler, T(5' - 0") 51-01, 0.29 psi 1.45 psi 25 12' - 6" 12 FPS 31.11 GPM 1"8' - 4" 2.46 psi 34.77 psi Total(Pt) Route 9 I @ M.E.P.CAD, Ina ,Q AutoSPRINK RVT 0.0 Remote Area - C 9/6/2018 1:09:39PM Page 3 Job Name: FPR MRO HANGER Remote Area Number: Remote Area - C Date: 9/6/2018 Pipe Information 15'- 0" Elev 1 31.21 GPM Flow added (See Notes) Fittings & Length C Factor Total(Pt) Notes Node 1 ft K -Factor this step Nominal ID Devices ft 14' - 5 7/8" 4.29 psi Fitting/Device (Equivalent Length) 12'- 6" 31.89 GPM Q (See Notes) 0' - 11 1/8" 120 36.44 psi Flow (q) from Route 12 2P0(6' - 0"), E(6' - 0") 18'-0" 0.29 psi 31 12'- 6" 14 FPS 63.10 GPM Fitting Pr Friction Loss Elev(Pe) Fixed PrP.ssurP. I ossP.s, when applicable, 41.86 psi Elev 2 1010 Total Flow 5.6 Equiv. ft Per Unit 11'-7" are added directly to (PO and shown as a Total ••••• Route 11••••• E(2'- 0"), 2PO(5' - 0"), E(5'- 0" Node 2 rt Velocity Q Actual ID Length psi negative value. 28' - 7" 8.72 psi 41.86 psi Total(Pt) Route 11 ft ft 5.6 Friction(" 1.1 1011 15'- 0" 5.6 31.21 GPM 1" (See Notes) 12'-57/8" 120 31.06 psi P ••••• Route 10••••• Sprinkler, E(2' - 0") 2'-0" psi 1.08 psi 27 12'-6" 12 FPS 31.21 GPM 1"0.30 14' - 5 7/8" 4.29 psi 27 12'- 6" 31.89 GPM 1 1/4" (See Notes) 0' - 11 1/8" 120 36.44 psi Flow (q) from Route 12 2P0(6' - 0"), E(6' - 0") 18'-0" 0.29 psi 31 12'- 6" 14 FPS 63.10 GPM 1 3/8" 18' _111/8" 5.43 psi 41.86 psi Total(Pt) Route 10 1010 15'- 0" 5.6 31.71 GPM i" (See Notes)Sprinkier, 11'-7" 120 32.06 psi ••••• Route 11••••• E(2'- 0"), 2PO(5' - 0"), E(5'- 0" 17' -u 0" 0.31 psi 1.08 psi 31 12--6- 12 FPS 31.71 GPM 1" 28' - 7" 8.72 psi 41.86 psi Total(Pt) Route 11 1021 15' - 10" 5.6 31.89 GPM 1.1 (See Notes) T-4" 120 32.42 psi ..... Route 12 Flow (q) from Route 11 T(5'- 0") 5' - 0" 0.31 psi 1.45 psi 27 12' - 6" 12 FPS 31.89 GPM 1"8' - 4" 2.57 psi 36.44 psi Total(Pt) Route 12 k, @ M.E.P.CAD, Inc. 'A AutoSPRINK RVT v1.0 Remote Area - C 9/6/2018 1:09:39PM Page 4 Job Name: FPR MRO HANGER Remote Area Number: Remote Area - C Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 = Schedule 40 Steel Pipe Inside Diameter ) Factor Value Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Date: 9/6/2018 1, @ M.E.P.CAD, Inc. 'A AutoSPRINK RVT v1.0 Remote Area - C 9/6/2018 1:09:39PM Page 5 Fittings Legend BV Butterfly Valve CV Check Valve E 90° Elbow g Gauge GV Gate Valve PO Pipe Outlet PRV Pressure Reducing Valve S Supply Spr Sprinkler T Tee Flow Turn 90° UNK Undefined Accessory 1, @ M.E.P.CAD, Inc. 'A AutoSPRINK RVT v1.0 Remote Area - C 9/6/2018 1:09:39PM Page 5 ilI Check Point Gauge Data Job Number: Project Number usreuo Kepurt uesunpuun: txtre riacaru uiroup u — Gauge Pressure(psi) K-Factor(K) Flow(GPM) Inlet Static Pressure(psi) Elevation(ft) Gauge: 10 0.00 psi_ 0 0.00 GPM 172.18 psi 2' - 0" I Gauge_ 11 94.00 psi 0 0.00 GPM 172.18 psi _ _ 2--0- '-0"Gauge: 0.00 GPM Gauge:12 94.00 psi 0 172.18 psi 2--0- '-0"Gauge: -73.53 psi 43.1 369.87 GPM Gauge:13 _ 4.35 psi T-0- '-0"Gauge: Gauge:'14 93.59 pal 38.2 369.87 GPM 171.75 p. -;l - X- 0" Gauge 496.17 pal 37.7 369.87 GPM 174.35 psi 4-0- I Gauge: 84 75.36 psi 0 0.00 GPM 153.54 psi 45 - 0" Gauge 9 94.00 psJ 0 0.00 GPM 172.18 Psi 2 0" @ M.E.P.CAD, Inc. )'4:AutoSPRINK RVTv1.0 9/6/2018 1:09:39PM Page 1