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HomeMy WebLinkAboutHYDRAULIC OVERVIEWi e t� �€ rydr ulicO�erurewt ag Job Number: S101C11 Report Description: Liaht Hazard JobE �F N � 4t .,..,.,.. '.� 8 .,,- }.� S i E h i'' t t,.. , xy,thv,..a a _a lv�i. -•. +SG .�E'.'ssi ..0 ' k.�� ... t' ,t. ,9v'� k u� r, x... 3 . x_ :..t ��X,, i.� . 4 ae5..�21`. �' ..R � �..'Y'w N� • � ,. �. R� Job Number Design Engineer S101C11 I Shelly Schuyler Job Name Phone FAX ST. LUCI EOAKS COMMERCIAL CENTER (772)288-0615 (772)288-5122 Address 7 I State CertificationfUcense Number 7041-7043S. US HIGHWAY #1 21113900011993 2 AHJ (Address 11 St. Lucie County Fire City State Zip Code Job Site Port St. L ude FI. LIGHT HAZARD AREAS 1 & 2 f x Density 0.100gpm/82 Area Area of Application 1500.00ft2 (Actual 1095.86ft2) Most Demanding Sprirkler lata 5.6 K-Factor 14.82 at 7.000 Hose Streams 100.00 Coverage Per Sprinkle 136.54ft2 Number Of Sprinklers Calculated 8 System Pressure Deand 134.975 System Flow Demand 127.96 Total Demand 1227.96 @ 34.975 Pressure Result +39.696 (53.2%) s '. t } Node Flow lm Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) �75:1 1190. 0 100.00 75.000 68.000 I i i I I I I i I I?iping Phan 1ST; _ !L`_cad x, -_r .. __ _ F..';' . , .�, .,° Suply at`Node 75 p,1 {1,190 Ob, 1,00!:00, 75'000, 68 OoO�x' •_ `._ 100 90 80 Static Pressure 75.000 70 1190.00 68.00 60 ° I a� 50 a 40 27.96 with hose streams 30 127.96 @ 34.975 lw�-- - w ; 20 System demand curve 10 �I 0 1200 1350 1500 R00450 600 750 900 1050 I Water flow, gpm L ©IM.E.P.CAD, Inl� AutoSPRINKO VR5 v5.2.6 02/10/2011 8:11:49AM Page 1 Job Number: S101C11 Report Description: Liqht Hazard ,SE'3+}'c �2•iY# )he'r ' f}Ay"::F #rR _-.��,.��..<.,�,. «a.r v I Job Number Design Engineer � S101 C11 I Shelly Schuyler I Job Name State Certification/Ucense Number ST. LUCI EOAKS COMMERCIAL CENTER 21113900011993 I Address t IAHJ 1 7041-7043S. '1S HIGHWAY #1 St. Lucie County Fire !Address 2 Job Site LIGHT HAZARD AREAS 1 & 2 city State Zip Code Drawing Name Port St. Lucie,l FI. Piping Plan 1ST. FL..cad System K- , _ x r x.1 t te1A,rea(s�.... .. {.._. Demanding Spakler ata - ..l_ Occupancy 1(vtost 5.6 K-Factor 4.82 at 7.000 Light Hazard Hose Allowance At Srurce Density Area of Application 100.00 0.100gpm/ft2 1500.00ft2 (Actual 1095.86ft2) Additional Hose Su peas Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 8 136.54ft2 AutoPeak Results, Pressure For Remote Area(a) Adjacent To Most Remote Area I I I I I I I . Total Hose Streams j100.00 System Flow Dema ntl Total Water Required (including Hose Allowance) (127.96 227.96 Maximum Pressure Lkbalanc 'in Loops 0.000 Maximum Velocity Abwe Gro Ild 9.02 between n g des 62 and 106 M#nnum Velocity Umer GroJod 1.42 between n des 75:9 and 75:2 1 Volume capacity of Wd Pipes Volume capacity of Dry Pipes 1205.41 gal � i �`Ly ) Z :�'" §+e.,{ ,!. Y ��� b � �+ S 'tt � S` h 4 �, .i"� •2,rl.uf+ � � Hose glow Static Residual Flow Available @ Total Demand Required Safety Margin Node (pm) psi (psi) (gpm) (psi) gpm) (psi) (psi) 75:1 100!00 75.000 1 68.000 1190.00 74.671 227.96 34.975 39.696 I;I i I I i I I I I o Number Contact Name Contact Title Tntractor S101C11 Shelly Schuyler Project Eng. Contractor Name Phone Extension Metro Fire Sprinkl�r Services, Inc. 772-288-0615 271 Address I FAX 1501 Decker Ave 772-288-5122 Address 2 E-mail Unit #522 city State Zip Code Web -Site Stuart I A 34994 I i(R 0 M.E.P.CAD , IncAutoSPRINK® VR5 v5.2.6 02/10/2011 8:11:51AM Page 2 '��� �um�nary�Of�Outflowing�,D£evlces�� � �, Job Number: S101 C11 Report Description: Li4ht Hazard (1 Device Actual Flow m Minimum Flow m K-Factor K(psi) Pressure Sprinkler 107 17.54 13.65 5.6 9.809 Sprinkler 108 17.69 13.65 5.6 9.975 Sprinkler 103 15.95 13.65 5.6 8.117 Sprinkler 106 16.09 13.65 5.6 8.256 Sprinkler 102 15.40 13.65 5.6 7.563 Sprinkler 105 15.53 13.65 5.6 7.693 Sprinkler f 101 14.82 13.65 5.6 7.000 Sprinkler 104 14.94 13.65 5.6 7.121 Ic> Most Demal ding Sprinkler Data I I I I, I I I i I I i I I I I' I I I I, I II I I 'I I I I I I I I I . L ©M.E.P.CAD, Inc.11 4,15 AutoSPRI NKO VR5 v5.2.6 i 02/10/2011 8:11:52AM Page 3 i ,� Hyd�aulleAnalysis§ �.x��wx� � �r ����f„ „i Job Number: S101C11 Report Description: Light Hazard PlpeType 11 Diameter Flow Velocity HWC Friction Loss Length Pressure i Downstrea" iUpstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length (Summary Total Length qRb•••••Royte1••••• BL II 101 102 II 1.1040 13'-0 13'-0 Q=14.82 q=14.82 4.97 K=5.6 C=120 7.000 7.563 0.058245 Spr(-7.000) 9'-81 9'-8 Pf I Pe Pv 0.563 BL II 1.4520 Q=30.22 5.85 C=120 0.057324 9'-8' 9'-8 Pf Pe Pv 0.554 102 13'-0 q=15.40 K=5.6 7.563 Spr(-7.563) 103 13'-0 8,117 BL 11 1.4520 Q=46.17 8.95 C=120 0.125594 8'-8'/' 10'-! 18--11'/) Pf Pe Pv 2.381 1 103 I ITq=15.95 K=5.6 8.117 Spr(-8.117) I 60 13'-0 10.498 PO(10'-3) TM 2.6350 Q=63.71 3.75 C=120 0.012509 14'-1'/ 14'-1 M) Pf Pe Pv 0.177 1 60 1 13'-0 10.498 62 13'-0 10.674 !FM 2.6350 Q=127.96 7.53 C=120 0.045453 51'-8 43'-11 % 95'-7 Pf 4.345 Pe -5.157 Pv _ 62 13'-0 10.674 75 24'-103/4 9.862 5LtE(5'-6), T(16'-5%) 'FM 11 2.6350 Q=127.96 7.53 C=120 0.045453 117'-11% 54,-11 172'-0'/, Pf Pe Pv 7.820 4.326 75 j 24'-10% 9.862 75:27 14'-11 22.008 6E(8'-2%), LtE(5'-6) FIR 11 2.6350 Q=127.96 7.53 C=120 0.045453 11'- 11'-3 Pf Pe Pv 0.511 4.877 75:27 14'-11 22.008 75:23 1 3'-8 27.397 DY I 4.0260 Q=127.96 3.22 C=120 0.005768 0'-01 6'-0 6'-0j Pf Pe Pv 0.035 0.289 175:23 I 3'-8 27.397 175:5 1 3'-0 27.720 LtE(6'-0) UG 11 6.0650 Q=127.96 1.42 C=150 0.000519 2'-41 IT-7 15'-11 %4 Pf Pe Pv 0.008 175:5 3'-0 27.720 ,75:3 3'-0 27.729 LtE(13'-7) UG II 6.2800 Q=127.96 1.33 C=140 0.000498 6'-0' 14'-2'/4I 20'-2'/a! Pf Pe Pv 0.010 2.601 75:3 I 3'-0 27.729 75:2 -3'-0 30.340 LtE(14'-2%) UG 6.0650 Q=127.96 1.42 C=150 0.000519 97'- 45'-3'/ 142'-33/, ' Pf Pe Pv 0.074 -0.000 75:2 -3'-0 30.340 75:9 -3'-0 30.414 3LtE(13'-7), PIV(4'-6%) UG 6.2800 Q=127.96 1.33 C=140 0.000498 12'-0' 42'-6M 54'-6% Pf Pe Pv 4.502 0.000 75:9 I -3'-0 30.414 75:14 -3'-0 34.915 3LtE(14'-2%4), BFP(-4.474) UG 6.0650 Q=127.96 1.42 C=150 0.000519 8'-9%1 90'-7%q1q 99'-4'/q Pf Pe Pv 0.052 0.000 7,5:14 III -3'-0 34.915 7,5:16 -3'-0 34.967 2T(45'-3'/z) UG 7.9810 Q=127.96 0.82 C=150 0.000136 60'-4%� 60'-4'/ Pf Pe Pv 0.008 75:16 -3'-0 34.967 75:1 -3'-0 34.975 S e&'•••••Route 2�•••• BL 11 1.1040 Q=14.94 5.01 C=120 0.059176 9'-81 g'-g Pf Pe Pv 0.572 104 13'-0 q=14.94 K=5.6 7.121 Spr(-7.121) 1 q5 13'-0 7.693 BLI 1 1.4520 Q=30.48 5.90 C=120 0.058237 9 -81 9'-81 Pf Pe Pv 0.563 105 { 13'-0 q=15.53 K=5.6 7.693 Spr(-7.693) 166 13'-0 8.256 131- 1.4520 Q=46.57 9.02 C=120 0.127590 8'-8'/ 10'-3 18'-11'/� Pf Pe Pv 2.418 106 62 13' 0 q=16.09 K=5.6 8.256 Spr(-8.256) IT-0 10.674 PO(IO'-3) I c,b•1••••Route 3•;',•••- BL 1 107 60, 11 1.1040 II 13'-0 13'-0 Q=17.54 q=17.54 5.88 K=5.6 C=120 9.809 10.498 0.079577 Spr(-9.809) I PO(7'-8%a) 0'-11 MJ Pf 7'-8% Pe 8'-73/4 Pv 0.689 e&•�•••Route 4•�+••• BL 11.1040 Q=17.69 5.93 C=120 0.080822 0'-11'/ Pf 7'-8% Pe 8'-73/4; Pv 0.700 108 13'-0 q=17.69 K=5.6 9.975 Spr(-9.975) 62 { 13'-0 10.674 PO(7'-8%4) INNSEgui alert Pipe I en`gths, of ValveswF firngs (C� 120 only) r ,, a Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor C Va(ue Multiplier n's Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 I I I I © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 02/10/2011 8-11-53AM Pane A ' II Ii 1=1`'dr',aul�cAnaysis Job Number:S101C11 II Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length ISummary Upstream 'I Total Length Pipe Type }Legend ')nits "Legend �' � a2,1M.a °.. ..: s FittmgsLegentl AO Arm -Omer Diameter Inch ALV Alarm Valve BL BrancN Line I Elevation Foot AngV Angle Valve CM Cross ain Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dyna is Pressure psi BV Butterfly Valve FM Feed ain Length Foot C Cross Flow Turn 90* FR Feed iser Friction Loss psi/Foot cplg Coupling MS OR Miscell neous Outrigger HWC Hazen -Williams Constant Cr Cross Run Pt Total pressure at a point in a pipe CV Check Valve RN Riser N�pple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig I 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 Underg ound Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel ll %* Elbow Ee2 22'/2 Elbow f Flow Device FDC Fire Department Connection fE 90' FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee l g Gauge GloV Globe Valve GV Gate Valve iHose 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° I Tr Tee Run U Union WirF . Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc.11 AutoSPRINKO VR5 v5.2.6 02/10/2011 8:11:53AM Page 5 Job Number: S101 C11 rt Description: Liqht Hazard I I 8( II� I 7C II 6C I I 5G U) N I � EL 40 I I 30 �I 20 10 I 0 Static Supply at Node.75e1 to 4c Pressure 75.000 1190.00 @ 68.000 I _2I27.96 127166 with @ 34.975 hose streams Syste demand curve 0 c.3Q0 600 900 1200 a �r at Node 7511 Residual Pressure 1160.00 @ 68.00 Available PressureTime of Test 74.671 @ 227.96 System Demand M,.96 @ 34.975 System Demand (including Hose 227196 @ 34.975 • 1�1 [lrt, © M.E.P.CAD, IVJV Water flow, gpm I J.7V 7 �`s AutoSPRINKO VR5 V5.2.6 02/10/2011 8:11:54AM Page 6 Job Number: S101C11 ascription: Licht Hazard I I [, © M.E.P.CAD, Inc. 411AutOSPRINKO VR5 V5.2.6 W � 4 02/10/2011 8:11:56AM Page 7 [14— t-0 Hid aul0ueruie�wi������ � �� Job Number: S101C11 I Report Description: Light Hazard ;lobr =x 1 'w µ Job Number S101 C11 Design Engineer Shelly Schuyler Job Name Phone FAX ST. LUCIE AKS COMMERCIAL CENTER (772)288-0615 (772)288-5122 Address 1 State CenificationfUcense Number S 7041-7043USHIGHWAY #1 21113900011993 Address 2 AHJ St. Lucie County Fire City State Zip Code Job Site Port St. Lucie,, FI. LIGHT HAZARD AREAS 1 & 2 Density p 0.100gpm/ftz I Area of Application 1500.00ft2 (Actual 1539.19ft2) (Most Demanding Sprhkle Bata 5.6 K-Factor 1j14.85 at 7.032 Hose Streams 100.00 Coverage Per sprinkle 148.50ft2 Number Of Sprinklers Calculated 10 System Pressure Demand System Flow Demand 140.075 157.85 Total Demand Pressure Result 1257.85 @ 4D.075 +34.512 (46.3%) x �: �.. t,�� u., .m.�, �.,..._ Check Poi t GaU es r, r •e m ._.s . _:. !l g.w�. _� y � Node Flow Im Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 1 1190. 0 100.00 75.000 68.000 I i i I I I I I I i I ' 1 i II pipigg,P)an 2ND4,.catl.. _ N.:; spa. x.. µ S,UpRy a# Node1 ,(11,90, 00 100 00 75 000, 68 000)t>' ,_ h y ' .,. I 100 EZJ `El n it o o ,i a, e 80 Static Pressure 75.000 c 0 0 o V V Imo e I ----------------- 70 1190.00 68.00 f4 0 0 0 0 o f IL ❑ p o o ! e — I---------- 60 a N 50 � 40 57.85 with hose streams 157.85 @ 40.075 30 I 20 System demand curve .o_ �o :.o �I 0 1200 1350 1500 ,f00450 600 750 900 1050 II Water flow, gpm M 0M.E.P.CAD, Inc. AutoSPRINK@ VR5 v5.2.6 02/10/2011 7:55:46AM Page 1 I Job Number: S101C11 Reoort Descriotion: Liaht Hazard 3,NumherDesign Engineer 101C11 rS Shelly Schuyler NameIState Certificallon/License NumberT. LUCIE OAKS COMMERCIAL CENTER 21113900011993 Address 1 AHJ 7041-7043S US HIGHWAY #1 St. Lucie County Fire Address 2 Job Site I LIGHT HAZARD AREAS 1 & 2 City State Zip Code Dravhng Name Port St. Lucie FI. Piping Plan 2ND. FL..cad System�'� � jx �„� tr _ . ����= s ��� r � d 3 � �x� a z � � Remote.�Area s "� �•��,� ,� .� � � r � � � ,� Most Demanding Sprinkle Data Occupancy 5.6 K-Factor 1114.85 at 7.032 Light Hazard iHose Allowance At Source Density Area of Application 100.00 I 0.100gpm/ft2 1500.00ft2 (Actual 1539.19ft2) Additional Hose Sup pies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 10 148.50ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area it I Ii I I Total Hose Streams 1100.00 System Flow Demand Total Water Required (Including Hose Allowance) 157.85 257.85 Maximum Pressure Unbalanc In Loops 0.000 Maximum Velocity Above Gro end 9.29 between nodes 27 and 70 Maximum Velocity Under Gro nd 1.74 between n des 9 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 684.10ga1 I Su�plles����,��}.�:,��� '�}.�'�,�.'���.� s `�' �..,�.�R��.��?�,M�.,`,.��.rz .3"��'��`�a:���.�. .�?;�.:�«•��'.f��� ._���s,`�''�� ��.;�`��..t.._`3.s:'_.' Hose flow Static Residual @ Flow Available @ Total Demand Required. Safety Margin Node (pm) (psi) (psi) (pm) (psi) (gpm) (psi) (psi) 11 1 100.00 75.000 1 68.000 1190.00 74.587 1 257.85 40.075 34.512 I i I it I I I ...,tia.� ,... ,. .,__ _ _ _.. _sue, ., _'s_ �.. .. s. ,. ..�.. ., „�.�..:��`t «a..,.,...�:'a .�, fr �.,. � X. F `�� ktut.Y �• � z,�,., 'ntractor Number Contact Name Contact Title S101C11 Shelly Schuyler Project Eng. Contractor Name I Phone Extension Metro Fire Sprinkler Services, Inc. 772-288-0615 271 Addresslt FAX 1591 Decker Ave I� 772-288-5122 Address 2 E-mail Unit #522 I city Stuart Stale Zip Code WebSite R 34994 & © M.E.P.CAD, Inc.l� AutoSPRINKO VR5 v5.2.6 02/10/2011 7:55:47AM Page 2 SWmtnary Of Ouflowing QeVIC@S� Job Number: S101C11 Report Description: Light Hazard II Device Actual Flow m Minimum Flow m K-Factor K(psi) Pressure c Sprinkler 201 14.85 14.85 5.6 7.032 Sprinkler 207 16.00 14.85 5.6 8.158 Sprinkler 202 15.53 14.85 5.6 7.690 Sprinkler 210 16.21 14.85 5.6 8.383 Sprinkler 203 16.17 14.85 5.6 8.341 Sprinkler 206 16.01 14.85 5.6 8.174 Sprinkler 209 16.76 14.85 5.6 8.958 Sprinkler 205 15.46 14.85 5.6 7.617 sprinkler 208 16.00 14.85 5.6 8.168 Sprinkler 204 14.86 14.85 _ 5.6 7.041 I Most Dena (ding Sprinkler Data I I �I I i I I I I I I i I I I II I i I L © 14Inc. AutoSPRINKO VR5 v5.2.6 02/10/2011 7:55:48AM Paae 3 � III Ij Hydraulic Analysis M� Job Number: S101C11 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstrea Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary �•••••Route l•••• BL II 1.1040 Q=14.85 4.98 C=120 0.058491 ill -11 Pf 0.658 201 j 202 34'-6% 34'-6% q=14.85 K=5.6 7.032 7.690 Spr(-7.032) ill Pe Pv Pv I BL 11 1.4520 Q=30.38 5.89 C=120 0.057895 1 V-3Pf 0.651 202 203 I 34'-6% 34'-6% q=15.53 K=5.6 7.690 8.341 Spr(-7.690) Pe 1 V-3, Pv iBL 11 1.4520 Q=46.55 9.02 C=120 0.127519 4'-11'/a Pf 1.942 03 2 70 34'-6'/4 34'-6'/4 q=16.17 K=5.6 8.341 10.283 Spr(-8.341) PO(lO'-3) 10'-31 16-2'/4,l Pe Pv !FM I 2.6350 Q=157.85 9.29 C=120 0.067022 84'-8'/4� Pf 8.255 70 I 27 34'-6%4 14'-11 10.283 27.037 4E(8'-23/4), LtE(5'-6) 38'-5'/4 123'-2I Pe Pv 8.499 FR 2.6350 Q=157.85 9.29 C=120 0.067022 1 V-31 Pf 0.754 27 23 14'-11 3'-8 27.037 32.668 11'- Pe Pv 4.877 DY 11 4.0260 Q=157.85 3.98 C=120 0.008505 0'-0' Pf 0.051 153 T-8 T-0 32.668 33.008 LtE(6'-0) 6'-1_II 6'-cY Pe Pv 0.289 UG 6.0900 Q=157.85 1.74 C=150 0.000750 2'-4 Pf 0.012 ,5 I ,3 3'-0 T-0 33.008 33.020 LtE(13'-10%) 13'-10% 16'-2'/ Pe Pv UG 11 6.2800 Q=157.85 1.64 C=140 0.000734 6'-0 Pf 0.015 13 �2 I T-0 4-0 33.020 35.636 LtE(14'-2%) 14'-2%4 20'-2%4� Pe Pv 2.601 UG 6.0900 Q=157.85 1.74 C=150 0.000750 97'-� Pf 0.107 2 9 -T-0 -T-0 35.636 35.744 3LtE(13'-10'/2), PIV(4'-7'/2) 46'-2'/ 143'-2Y441 Pe Pv -0.000 U.G II 6.2800 Q=157.85 1.64 C=140 0.000734 12'- Pf 4.229 _ 9-0 14 I -3'-0 35.744 39.973 3LtE(14'-2'/4), BFP(-4.189) 42'-6%2 54'-6'/2 Pe Pv 0.000 UG II 6.0900 Q=157.85 1.74 C=150 0.000750 8'-91 Pf 0.076 14 i6 -T-0 -3'-0 39.973 40.049 2T(46'-2'/2) 92'-5'/ 101'-2%4,Pv Pe 0.000 UG 7.9800 Q=157.85 1.01 C=150 0.000201 130'-0' Pf 0.026 16 1 -T-0 -3'-0 40.049 40.075 S 130'- I Pe Pv 0.000 i4I..... Route 1..... BL 1.1040 Q=14.86 4.98 C=120 0.058559 9'-1 0, 9'-10; Pf Pe Pv 0.576 204 34'-6% q=14.86 K=5.6 7.041 Spr(-7.041) 205 j 34'-6% 7.617 BL 1 1.4520 Q=30.31 5.87 C=120 0.057667 9'-8I ll 9'-8Pv Pf Pe 0.557 205 34'-6%4 q=15.46 K=5.6 7.617 Spr(-7.617) 206 I 34'-6'/4 8.174 BLI 11 1.4520 Q=46.32 8.98 C=120 0.126367 6'-5Y4"1� 10'- I 16'-8'/4, Pf Pe Pv 2.109 206 34'-6% q=16.01 K=5.6 8.174 Spr(-8.174) 70 34'-6% 10.283 POG 0'-3) •••• Route 36,•• BLI 1.1040 Q=16.00 5.36 C=120 0.067107 13'-3'/� 13'-3'/2, Pf Pe Pv 0.892 207 I 34'-6%4 q=16.00 K=5.6 8.158 Spr(-8.158) 59 34'-6%4 9.050 BL i 11 1.4520 Q=32.21 6.24 C=120 0.064511 U-1'/41 10'-3 16'-4'/4 Pf Pe Pv 1.057 59i 34'-6%4 9.050 64, 34'-6'/4 10.108 PO(l 0'-3) FM I 11 2.6350 Q=64.97 3.82 C=120 0.012973 13'-6, 6II 13'- , Pf Pe Pv 0.175 691 1 34'-6'/4 10.108 701 34'-6'/4 10.283 ea•�•••Route 4•p••• BLI 11 1.1040 Q=16.00 5.36 C=120 0.067183 11'-9 1 V-91 Pf Pe Pv 0.789 208 I34'-6% q=16.00 K=5.6 8.168 Spr(-8.168) 209 34'-6% 8.958 BL 111.4520 Q=32.77 6.35 C=120 0.066588 7'-0'/4 Pf 10'-3I Pe 17'-3/ Pv 1.150 209 34'-6%4 q=16.76 K=5.6 8.958 Spr(-8.958) 691 34'-6% 10.108 PO(10'-3) ... Route 5•+1••- AO I 210 59 I 111.1040 34'-6%4 34'-6% Q=16.21 q=16.21 5.43 K=5.6 C=120 8.383 9.050 0.068816 Spr(-8.383) T(7'-8'/4) 2'-01 Pf 7'-8%1 Pe 9'-81 Pv 0.667 D © M.E.P.CAD, Inc.11yAutoSPRINKO VR5 v5.2.6 02/10/2011 7:55:49AM Page 4 ll H dr 'ul>Ic Anal Job Number: S101C11 y" Report Description: Light Hazard Pi Le e Diameter Flow VelocityHWC Friction Loss Length Pressure Do mstrearr}� Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstrearn II Total Length 1I Actual Inside Diameter \4.87 Sr-Pedule 40 Steel Pipe Inside Diameter J Factor AO Arrn0vbr BL Branch 1 ine CM Cross pin DN Drain DR Drop DY Dynami FM Feed M �n FR Feed Ri$$er MS Miscellaheous OR Outnggerl i RN Riser Ni�ple SP Sprig ST UG Stand Pipie Underardund Value Of C 100 Multiplying Factor 0.713 Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated po Pv Velocity pressure at a point in a pipe 130 140 150 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Eel 22'/z Elbow f Flow Device 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 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 Relief Valve PRV Pressure Reducing 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 Wirsbo WMV Water Meter Valve Z Cap & ©M jIE.P.CAD, Inc. ISAutoSPRINK® VR5 v5.2.6 02/10/2011 7:55:49AM Page 5 { Cir ulac Gra h ' f' Job Number: S101 C11 Report Description: Light Hazard Supply at Node 'I I l 100 90 I i I I� 80 I Stati Pressure 75.000 �i 70 I I 1190.00 @ 68.000 60 II IN ,v IL m 57.85 with hose streams 40 II 157. 5 @ 40.075 I i 30 I I I i 20 Systel demand curve i 10 I II 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm i I Hydraulic Graph Supply at Node 1 Static Pressure 75.000 Residual Pressure 11901.00 @ 68.000 Available PiessureTime of Test 74.587 @ 257.85 System DeTantl 157.85 @ 40.075 System Demand (Including Hose Allowance) 257.85 @ 40.075 II [M, © M.1E.P.CAD, Inc. II AutoSPRINK® VR5 v5.2.6 02/10/2011 7:55:51AM Page 6 so = Dla ram To ;�/IeW 'A Job Number: S101C11 !: g'_ ' ' ' p__. Report Description: Liaht Hazard o I I o ® ® 0 ❑ LL1 f I �1 � -- i-------- <----e - U i O I ® I I ® � I I I ® ® ® 1 }1 I ® I ❑ 1 ® 1 i I— I 1 I I ° I I �I I ----------I a. � �anUan na o Is Gesigneab oistq:irge al a tale of � ppm ., (Umin)persggl )ol goor area overamas area of q II (m:) xTen evpplieE � � wlN wafer tgsa ra olO gpm(Umin) al psi (oars) of Ne Case of Ne riser Mvae sstrama�gca of 0 gpm(Umm) to masses a we add.a. o�paegma:d �ma O cwnmoalycl.'A cen 0 0 ua.:anm swage pqnl 0 mnaneaq [1 © M.E.P.CAD, I n, Ic. AutoSPRINKO VR5 V5.2.6 02/10/2011 7:55:52AM Page 7