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HomeMy WebLinkAboutF2021-0135 - Calcs. _ . Fire Protection by Computer Design Mike Bilka Fire Protection 114 Las Flores Aliso Viejo, CA 92656 949-228-1192 Job Name Kelegian Residence Calc 1 Building Location 614 Via Lido Nord Newport Beach, CA System Contract Data File Kelegian Residence Calc 1.WXF wvia WdUW4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Mike Bilks Fire Protection Page 2 Kelegian Residence Calc 1 Date 3/25121 HYDRAULIC DESIGN INFORMATION SHEET Name - Kelegian Residence Calc 1 Date - 3/25/21 Location - 614 Via Lido Nord Newport Beach, CA Building - System No. - Contractor - Mike Bilks Fire Protection Contract No. - Calculated By - Mike Bilks Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 20ft OCCUPANCY - R3 S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 () S ( )Other Cap. T Time of Test - T ( )Specific Ruling Made by Date E 70 Elev. M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.0 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Senju Model RC -RES I Elevation at Highest Outlet - 20ft Feet Size 1/2" K -Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 31.512 Psi Required 49.644 At Test Summary C -Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3/25/21 Rated Cap. Cap. T Time of Test - l0am @ Psi Elev. - E Static (Psi) - 70 Elev. R Residual '(Psi) - 20 Other Well Flow (Gpm) - 1000 Proof Flow Gpm S Elevation - 0 P Location: 614 Via Lido Nord P Source of Information: City of Newport Beach Utilities Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 C ti n N W Cl) N cn iQ m A c w w m x N W A 0 O J W W n O O O O O O O O O O N W A m O O O O O O CC 0 0 0 CD 0o Ap�m 0. O d O -0 TVai .. W O N C O C N N OOO O O O O O T CO G z 0) >o J 0 O 0 0 v 3 cnv7:0C, N W O N N Q Ul N i i w,zwmm 0 $N Om o dm�mmm o °34330 O� �T7 ma8o C c CL m NS10 � ALn O. (O. O1 O N I NN AND) n N W Cl) N cn iQ Pressure / Flow Summary - STANDARD Mike Bilka Fire Protection Kelegian Residence Calc 1 Page 4 Date 3/25/21 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req 1 20.0 4.9 7.1 na 2 20.0 4.9 7.54 na 3 20.0 7.97 na 4 20.0 15.7 na 5 20.0 17.28 na 6 20.0 17.73 na 7 20.0 17.97 na 8 20.0 19.49 na 9 10.0 25.77 na 10 10.0 26.51 na 11 10.0 26.83 na TOR 10.0 27.79 na BOR 2.0 34.98 na D1 -2.0 37.24 na M1 -2.0 37.8 na Sc -2.0 49.84 na 13.06 0.05 256 13.46 0.05 256 The maximum velocity is 13 and it occurs in the pipe between nodes M1 and SC 5.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 7.1 7.0 - „ 0m E -u 2E 9 c %C-0 (D §23 a/£/\2 lci© m (©®2 CD / /} ] Mf'U<< (/i .0>,-_� ; - ® . 1M>0000£! G)w@CD Maim/ CD E CL0 k r}OJ 10 «§k■± . . t;!#£` - - 3a! _ _ m CL 0 (D B2;f%I 2777ƒ ƒEƒ/ , ;o, _ !r-/ \/moi[{ #0 .a{[/ ((mire co 0) , - m - !%(D O=(D a - (D CL \\ }/ -�`-W°}M` �� zz&mAa -0(D \ ��,� , , ~ «�/§{ .0 CD , 7CD ,2% a oomo�o 00 Final Calculations - Hazen -Williams Mike Bilks Fire Protection Kelegian Residence Calc 1 Page 6 Date 3/25/21 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 13.06 1.101 2N 14.0 13.000 7.100 K Factor = 4.90 to to 150.0 R 1.0 15.000 0.0 0.0 3 13.06 0.0309 12.79 0.0 28.000 0.866 Vel = 4.40 0.238 0.0 4.31 7 13.72 1.101 N 7.0 1.250 13.06 to 7.966 K Factor= 4.63 2 13.46 1.101 N 7.0 1.000 7.541 K Factor = 4.90 to 0.0 150.0 O 5.0 12.000 0.0 0.0 3 13.46 0.0327 10.000 0.0 13.000 0.425 Vel = 4.54 3 13.05 1.101 3R 3.0 36.500 7.966 to 26.51 150.0 4N 28.0 31.000 0.0 Vel = 4 26.51 0.1146 1.394 0.0 67.500 7.736 Vel = 8.93 4 -12.79 1.101 6R 6.0 35.500 15.702 14.000 to 150.0 O 5.0 11.000 0.0 0.0 5 13.72 0.0339 5.57 0.0 46.500 1.575 Vel = 4.62 6.0 0.0 26.505 to 150.0 R 13.72 7.000 0.0 17.277 K Factor= 3.30 4 12.79 1.101 4R 4.0 52.250 15.702 11 to 1.394 150.0 N 7.0 16.000 0.0 6 12.79 0.0298 O 5.0 68.250 2.032 Vel = 4.31 0.0 26.51 0.0363 0.0 26.250 0.954 Vel = 12.79 TOR 0.0 1.394 S 17.734 K Factor = 3.04 5 13.72 1.101 2R 2.0 11.500 17.277 1.0 to 6.465 150.0 N 7.0 9.000 0.0 0.0 7 13.72 0.0339 5.57 0.0 20.500 0.695 Vel = 4.62 0.0 13.72 17.972 K Factor = 3.24 6 12.79 1.101 R 1.0 2.000 17.734 to 150.0 O 5.0 6.000 0.0 7 12.79 0.0298 0.0 8.000 0.238 Vel = 4.31 7 13.72 1.101 N 7.0 1.250 17.972 to 150.0 O 5.0 12.000 0.0 8 26.51 0.1146 0.0 13.250 1.518 Vel = 8.93 8 0.0 1.101 N 7.0 10.000 19.490 to 150.0 0.0 7.000 4.331 9 26.51 0.1146 0.0 17.000 1.949 Vel = 8.93 9 0.0 1.394 N 8.0 6.250 25.770 to 150.0 O 6.0 14.000 0.0 10 26.51 0.0363 0.0 20.250 0.735 Vel = 5.57 10 0.0 1.394 O 6.0 2.000 26.505 to 150.0 R 1.0 7.000 0.0 11 26.51 0.0363 0.0 9.000 0.327 Vel = 5.57 11 0.0 1.394 2N 16.0 10.250 26.832 to 150.0 0.0 16.000 0.0 TOR 26.51 0.0363 0.0 26.250 0.954 Vel = 5.57 TOR 0.0 1.394 S 11.11 8.000 27.786 to 150.0 R 1.0 12.110 6.465 * * Fixed Loss = 3 BOR 26.51 0.0363 Fsp 0.0 20.110 0.730 Vel = 5.57 BOR 0.0 1.265 2Xaa 4.0 4.000 34.981 to 150.0 Xar 0.989 4.989 1.732 D1 26.51 0.0583 0.0 8.989 0.524 Vel = 6.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Mike Bilks Fire Protection Page 7 Kelegian Residence Caic 1 Date 3/25/21 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D1 5.00 1.598 N 9.0 13.000 37.237 Qa = 5.00 to 150.0 0.0 9.000 0.0 M1 31.51 0.0257 0.0 22.000 0.566 Vel = 5.04 M1 0.0 0.995 As 16.354 7.000 37.803 to 150.0 Cs 5.841 22.195 4.500 * * Fixed Loss = 4.5 SC 31.51 0.2583 0.0 29.195 7.541 Vel = 13.00 0.0 31.51 49.844 K Factor = 4.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �Ee.vZZ OMAMW ... Fire Protection by Computer Design Mike Bilks Fire Protection 114 Las Flores Aliso Viejo, CA 92656 949-228-1192 Job Name Kelegian Residence Calc 1 Building Location 614 Via Lido Nord Newport Beach, CA System Contract Data File Kelegian Residence Calc 1.WXF NEWPORT BEACH FIRE DEP; FIRE PREVENTION DIVISION APR 11202? Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 BY J.G W Water Flow Test: ction Page 2 Tank or Reservoir: sic 1 Date 3/25/21 Rated Cap. HYDRAULIC DESIGN INFORMATION SHEET 1Oam .residence Calc 1 Date - 3/25/21 E Static (Psi) - .3 Via Lido Nord Newport Beach, CA Elev. System No. - 20 -or - Mike Bilka Fire Protection Contract No. - Well ,alated By - Mike Bilka Drawing No. - "nstruction: (X) Combustible ( ) Non -Combustible Ceiling Height 20ft 'OCCUPANCY - R3 S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.0 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Senju Model RC -RES I Elevation at Highest Outlet - 20ft Feet Size 1/2" K -Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 31.512 Psi Required 50.329 At Test Summary C -Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3/25/21 Rated Cap. Cap. T Time of Test - 1Oam @ Psi Elev. E Static (Psi) - 70 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1000 Proof Flow Gpm S Elevation - 0 P Location: 614 Via Lido Nord P Source of Information: City of Newport Beach Utilities Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 m A c 0 0 m A m O O O O O O N w A w O O O O O O C7 N CD - _O m m m co 000* V% d .Z1 fU O N 0 a a N v C C C O ? 1< N O n O m2 p 0 O j iU N n C (D 00 O O O O fo W 3 wOMOOOW wO NN; a � N . Z�^c) U m aN ON N O (a.33330 Om M -n= M CL i3 0 3—M i N N O m ............ nOJ ? ' mo fo <o. o. ins www A N N CoN W w 00o co N N O O 7l 7 i A J J J 1 1 C7 N CD - _O m m m co 000* V% d .Z1 fU O N N ?7 a a N v C C C O ? 1< N O n O m2 p 0 O j iU N n C (D 00 O O O O fo 3 wOMOOOW wO NN; a � N . Z�^c) U m aN ON N (a.33330 Om M -n= M CL i3 0 3—M i N N CL m ............ nOJ ? ' mo fo <o. o. ins www N N CoN W w 00o co N N Pressure / Flow Summary - STANDARD Mike Bilks Fire Protection Page 4 Kelegian Residence Calc 1 Date 3/25/21 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Ran. 1 20.0 4.9 7.1 na 13.06 0.05 256 7.1 2 20.0 4.9 7.54 na 13.46 0.05 256 7.0 3 20.0 7.97 na 4 20.0 15.7 na 5 20.0 17.28 na 6 20.0 17.73 na 7 20.0 - 17.97 na 8 20.0 19.49 na 9 10.0 25.77 na 10 10.0 26.51 na 11 10.0 26.83 na TOR 10.0 27.79 na BOR 2.0 34.98 na D1 -2.0 37.24 na 5.0 M1 -2.0 38.29 na SC -2.0 50.33 na The maximum velocity is 13 and it occurs in the pipe between nodes M1 and SC Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 n 3 C co (Q 3 G n m' 0 t7 0 C NC n m 3 Z 2 C D O W W V E ac o mZ a-lry C x v mAOzm o vT T�� T O d * * *v 0 y'a0_ ND -CD Nn *(a 3 N (D �O CD N 3 N -n c c ca p vcCD Ki .��,. �+2. ? 3 oo mvvvoo> ozio A� m cZi N� 3 vv AG<Gi'7� N p(D� m�—C)-q ��' NT Dd Wm m N m 2 *=cn On.?V am N 0. O G N 3N 'O OWC N ? -U N E n O w CL Q M c �' m m>> W 2-0 o N O i/i mEaoa �� .� m cc�0O9 (p 00 3 n-I�2m<" N (nmM N 0 F A A N O k m N 7 QSN (0/1 CL CD CL O z_ N N d N x Q (D 3 a 0 3 n C- N W (D p 0 C C (p N n O O W T 0 0 m w RQ.w°W�3mo c C- �G) o Z j mNM m c��o��naM 'm CL r0,0 2 d N N Nm>N V mA F. N 5 N O �. Ol T COO Cr N N W 0ID O1 N N 2L 0 CL CL :E 0 w N A C Dn0CD S� ""t "Wwwm+ m CD -n.0 c.am u m W N n m A T> 3 �ao Dc0iCD E d n 3 N C C S S 6 A.pNNN 00 N Q. fIN -j p� G T a N d � m C N O N D m N J 0 N m 0 0 0 O O N W u N V N O O O O O P N<pVOOO 00 m w O N O O O O O m O O 0 0 0 O O W N O O m 0 0 0 O O (n O O O m 0 0 0 O O m N 00 O O O 00 A O O O O O O O m � m m 00 000 00 w cn N O O O O O O O NO N N O O O O O O O N A Final Calculations - Hazen -Williams Mike Bilks Fire Protection Kelegian Residence Calc 1 Page 6 Date 3/25/21 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 13.06 1.101 2N 14.0 13.000 7.100 K Factor = 4.90 to 1.101 150.0 R 1.0 15.000 0.0 4.331 3 13.06 0.0309 6.000 0.0 28.000 0.866 Vel = 4.40 1.949 0.0 8.000 0.238 Vel = 4.31 7 13.72 1.101 N 7.0 13.06 17.972 to to 150.0 7.966 K Factor= 4.63 2 13.46 1.101 N 7.0 1.000 7.541 K Factor = 4.90 to 0.0 150.0 O 5.0 12.000 0.0 0.0 3 13.46 0.0327 2.000 0.0 13.000 0.425 Vel = 4.54 3 13.05 1.101 3R 3.0 36.500 7.966 to 26.51 150.0 4N 28.0 31.000 0.0 Vel = 4 26.51 0.1146 1.394 0.0 67.500 7.736 Vel = 8.93 4 -12.79 1.101 6R 6.0 35.500 15.702 16.000 to 150.0 O 5.0 11.000 0.0 0.0 5 13.72 0.0339 5.57 0.0 46.500 1.575 Vel = 4.62 11.11 0.0 27.786 to 150.0 R 13.72 12.110 6.465 * * Fixed Loss = 3 BOR 17.277 K Factor= 3.30 4 12.79 1.101 4R 4.0 52.250 15.702 0.0 to 2Xaa 150.0 N 7.0 16.000 0.0 to 6 12.79 0.0298 0 5.0 68.250 2.032 Vel = 4.31 D1 0.0 0.0583 0.0 8.989 0.524 Vel = 6.77 12.79 17.734 KFactor= 3.04 5 13.72 1.101 2R 2.0 11.500 17.277 to 150.0 N 7.0 9.000 0.0 7 13.72 0.0339 0.0 20.500 0.695 Vel = 4.62 0.0 8 13.72 1.101 N 7.0 10.000 17.972 K Factor= 3.24 6 12.79 1.101 R 1.0 2.000 17.734 to 4.331 150.0 O 5.0 6.000 0.0 7 12.79 0.0298 1.949 0.0 8.000 0.238 Vel = 4.31 7 13.72 1.101 N 7.0 1.250 17.972 to to 150.0 O 5.0 12.000 0.0 8 26.51 0.1146 10 0.0 13.250 1.518 Vel = 8.93 8 0.0 1.101 N 7.0 10.000 19.490 to 150.0 0.0 7.000 4.331 9 26.51 0.1146 0.0 17.000 1.949 Vel = 8.93 9 0.0 1.394 N 8.0 6.250 25.770 to 150.0 O 6.0 14.000 0.0 10 26.51 0.0363 0.0 20.250 0.735 Vel = 5.57 10 0.0 1.394 O 6.0 2.000 26.505 to 150.0 R 1.0 7.000 0.0 11 26.51 0.0363 0.0 9.000 0.327 Vel = 5.57 11 0.0 1.394 2N 16.0 10.250 26.832 to 150.0 0.0 16.000 0.0 TOR 26.51 0.0363 0.0 26.250 0.954 Vel = 5.57 TOR 0.0 1.394 S 11.11 8.000 27.786 to 150.0 R 1.0 12.110 6.465 * * Fixed Loss = 3 BOR 26.51 0.0363 Fsp 0.0 20.110 0.730 Vel = 5.57 BOR 0.0 1.265 2Xaa 4.0 4.000 34.981 to 150.0 Xar 0.989 4.989 1.732 D1 26.51 0.0583 0.0 8.989 0.524 Vel = 6.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Mike Bilks Fire Protection Page 7 Kelegian Residence Calc 1 Date 3/25/21 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D1 5.00 1.394 N 8.0 13.000 37.237 Qa = 5.00 to 150.0 0.0 8.000 0.0 M1 31.51 0.0500 0.0 21.000 1.050 Vel = 6.62 M1 0.0 0.995 As 16.354 7.000 38.287 to 150.0 Cs 5.841 22.195 4.500 * * Fixed Loss = 4.5 SC 31.51 0.2583 0.0 29.195 7.542 Vel = 13.00 0.0 31.51 50.329 K Factor = 4.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r��W�M�q ... Fire Protection by Computer Design Mike Bilks Fire Protection 114 Las Flores Aliso Viejo, CA 92656 949-228-1192 Job Name Kelegian Residence Calc 1 Building Location 61f, Via Lido Nord Newport Beach, CA System Contract Data File Kelegian Residence Calc 1.WXF NEVA/POR' 8E10,CH FIRE DEPT RIR6 PRSV6NTION DIVISION APR 13 2021 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 9Y• d>K3. Mike B'ilka Fire Protection Page 2 Kelegian Residence Calc 1 Date 3/25/21 HYDRAULIC DESIGN INFORMATION SHEET Name - Kelegian Residence Calc 1 Date - 3/25/21 Location -614 Via Lido Nord Newport Beach, CA Building - System No. - Contractor - Mike Bilka Fire Protection Contract No. - Calculated By - Mike Bilks Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 20ft OCCUPANCY - R3 S Y S T E Type of Calculation: ( )NFPA Number of Sprinklers Flowing: ( ) Other ( )Specific Ruling 13 Residential ( )l (X)2 Made by ( )NFPA 13R (X)NFPA 13D ( )4 ( ) Date M Listed Flow at Start Point - 13 Gpm System Type T Time of Test - Listed Pres. at Start Point - 7.0 Psi (X) Wet ( ) Dry D MAXIMUM .LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Senju Model RC -RES I Elevation at Highest Outlet - 20ft Feet Size 1/2" K -Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 31.512 Psi Required 49.844 At Test Summary C -Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3/25/21 Rated Cap. Cap. T Time of Test - 10am @ Psi Elev. E Static (Psi) - 70 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1000 Proof Flow Gpm S Elevation - 0 P Location: 614 Via Lido Nord P L Source of Information: City of Newport Beach Utilities Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a 7\ m x c 0 0 m , o 0 0 0 0 0 0 0 m f 0 0 0 0 0 000* ° \\)} 6-0 (( (D �§§ / cn ( . z OD 00 \ ee+Rees / 0 >E CD !3333 e,[ -v -n§ . )—§» j/ {j( IL a 7\ Pressure / Flow Summary - STANDARD Mike 61ka Fire Protection Page 4 Kelegian Residence Calc 1 Date 3/25/21 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req 1 20.0 4.9 7.1 na 13.06 0.05 256 7.1 2 20.0 4.9 7.54 na 13.46 0.05 256 7.0 3 20.0 7.97 na 4 20.0 15.7 na 5 20.0 17.28 na 6 20.0 17.73 na 7 20.0 17.97 na 8 20.0 19.49 na 9 10.0 25.77 na 10 10.0 26.51 na 11 10.0 26.83 na TOR 10.0 27.79 na BOR 2.0 34.98 na D1 -2.0 37.24 na 5.0 M1 -2.0 37.8 na SC -2.0 49.84 na The maximum velocity is 13 and it occurs in the pipe between nodes M1 and SC Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 `x' 120 ® }% ( 9 c \ # §k/( ° § &/±(D»3 �� ) }�)k\kk/n k \\U - }°�\ Gw2ya£&m / [ CD - . k }c2ƒ/{ /}{� m 'o 0. ® - ( : ;§={«! CD /�}\/<` =° 222 ,0-,-w _ , (�\}\f [°`} %\R,�E _ CD }*[$ \f » *(D 30 (D ) ®i(}0 CL $\(§/ \ §)f E2 ;±E£![ )oma/�k , , \ , X00 - �® \{a) tel,0 ;®2$ 00 W-wa�o Oa om �n �,n 00 ,- Final Calculations - Hazen -Williams Mike Bilka Fire Protection Kelegian Residence Calc 1 Page 6 Date 3/25/21 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 13.06 1.101 2N 14.0 to 150.0 R 1.0 3 13.06 0.0309 0.0 0.0 13.000 7.100 K Factor = 4.90 15.000 0.0 28.000 0.866 Vel = 4.40 4 -12.79 1.101 6R 6.0 35.500 15.702 to 150.0 O 5.0 11.000 0.0 5 13.72 0.0339 0.0 46.500 1.575 Vel = 4.62 0.0 13.72 17.277 K Factor= 3.30 4 12.79 1.101 4R 4.0 52.250 15.702 to 150.0 N 7.0 16.000 0.0 6 12.79 0.0298 O 5.0 68.250 2.032 Vel = 4.31 0.0 17.734 K Factor= 3.04 5 is.ue 1.101 2R 2.0 11.500 7.966 K Factor= 4.63 2 13.46 1.101 N 7.0 1.000 7.541 K Factor = 4.90 to 150.0 O 5.0 12.000 0.0 20.500 3 13.46 0.0327 0.0 13.000 0.425 Vel = 4.54 3 13.05 1.101 3R 3.0 36.500 7.966 to 150.0 4N 28.0 31.000 0.0 R 4 26.51 0.1146 0.0 67.500 7.736 Vel = 8.93 4 -12.79 1.101 6R 6.0 35.500 15.702 to 150.0 O 5.0 11.000 0.0 5 13.72 0.0339 0.0 46.500 1.575 Vel = 4.62 0.0 13.72 17.277 K Factor= 3.30 4 12.79 1.101 4R 4.0 52.250 15.702 to 150.0 N 7.0 16.000 0.0 6 12.79 0.0298 O 5.0 68.250 2.032 Vel = 4.31 0.0 17.734 K Factor= 3.04 5 13.72 1.101 2R 2.0 11.500 17.277 to 150.0 N 7.0 9.000 0.0 7 13.72 0.0339 0.0 20.500 0.695 Vel = 4.62 0.0 13.72 17.972 K Factor = 3.24 6 12.79 1.101 R 1.0 2.000 17.734 to 150.0 O 5.0 6.000 0.0 7 12.79 0.0298 0.0 8.000 0.238 Vel = 4.31 7 13.72 1.101 N 7.0 1.250 17.972 to 150.0 O 5.0 12.000 0.0 8 26.51 0.1146 0.0 13.250 1.518 Vel = 8.93 8 0.0 1.101 N 7.0 10.000 19.490 to 150.0 0.0 7.000 4.331 9 26.51 0.1146 0.0 17.000 1.949 Vel = 8.93 9 0.0 1.394 N 8.0 6.250 25.770 to 150.0 O 6.0 14.000 0.0 10 26.51 0.0363 0.0 20.250 0.735 Vel = 5.57 10 0.0 1.394 O 6.0 2.000 26.505 to 150.0 R 1.0 7.000 0.0 11 26.51 0.0363 0.0 9.000 0.327 Vel = 5.57 11 0.0 1.394 2N 16.0 10.250 26.832 to 150.0 0.0 16.000 0.0 TOR 26.51 0.0363 0.0 26.250 0.954 Vel = 5.57 TOR 0.0 1.394 S 11.11 8.000 27.786 to 150.0 R 1.0 12.110 6.465 * * Fixed Loss = 3 BOR 26.51 0.0363 Fsp 0.0 20.110 0.730 Vel = 5.57 BOR 0.0 1.265 2Xaa 4.0 4.000 34.981 to 150.0 Xar 0.989 4.989 1.732 D1 26.51 0.0583 0.0 8.989 0.524 Vel = 6.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Mike Bilka Fire Protection Page 7 Kelegian Residence Calc 1 Date 3/25/21 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D1 5.00 1.598 N 9.0 13.000 37.237 Qa = 5.00 to 150.0 0.0 9.000 0.0 M1 31.51 0.0257 0.0 22.000 0.566 Vel = 5.04 M1 0.0 0.995 As 16.354 7.000 37.803 to 150.0 Cs 5.841 22.195 4.500 * * Fixed Loss = 4.5 sC 31.51 0.2583 0.0 29.195 7.541 Vel = 13.00 0.0 31.51 49.844 K Factor= 4.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design Mike Bilka Fire Protection 114 Las Flores Aliso Viejo, CA 92656 949-228-1192 Job Name Kelegian Residence Calc 1 Building Location 614 Via Lido Nord Newport Beach, CA System Contract Data File Kelegian Residence Calc 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Mike Silks Fire Protection Page 2 Kelegian Residence Calc 1 Date 3/25/21 HYDRAULIC DESIGN INFORMATION SHEET Name - Kelegian Residence Calc 1 Date - 3/25/21 Location - 614 Via Lido Nord Newport Beach, CA Building - System No. - Contractor - Mike Bilks Fire Protection Contract No. - Calculated By - Mike Bilka Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 20ft OCCUPANCY - R3 S Type of Calculation: ( )NFPA Y Number of Sprinklers Flowing: S ( )Other T ( )Specific Ruling E 13 Residential ( )1 (X)2 Made by ( )NFPA 13R (X)NFPA 13D ( )4 ( ) Date M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.0 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make Senju Model RC -RES I Elevation at Highest Outlet - 20ft Feet Size 1/2" K -Factor 4.9 G Note: Temperature Rating 162 N S Elevation - 0 Calculation Gpm Required 31.512 Psi Required 49.844 At Test Summary C -Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3/25/21 Rated Cap. Cap. T Time of Test - 10am @ Psi Elev. E Static (Psi) - 70 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1000 Proof Flow Gpm S Elevation - 0 P Location: 614 Via Lido Nord P L Source of Information: City of Newport Beach Utilities Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C n N CD v W N A m (n (/Dl -n � CD W 6 j O O n 0 C n 0 w W N N N n m x c w 0 m A v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NN0O*j p0 N > nN W �p�fn N N N =C O 5"a C d Ol 3K n -ow p'+ W O: N O N V O O A O O O O O -1 r Z p >O w N O O OD O O O v�vxvvv� i y � co d N O N W 0�1 O �.�d33o O='0 n= <D Q. o J C a � NSI ASO Cn N fn O OD NN ANOD n N CD v W N A m (n (/Dl -n � CD W 6 j O O n 0 C n 0 w W N N N n Pressure / Flow Summary - STANDARD Mike Bilka Fire Protection Kelegian Residence Calc 1 Page 4 Date 3/25/21 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 20.0 4.9 7.1 na 2 20.0 4.9 7.54 na 3 20.0 7.97 na 4 20.0 15.7 na 5 20.0 17.28 na 6 20.0 17.73 na 7 20.0 17.97 na 8 20.0 19.49 na 9 10.0 25.77 na 10 10.0 26.51 na 11 10.0 26.83 na TOR 10.0 27.79 na BOR 2.0 34.98 na D1 -2.0 37.24 na M1 -2.0 37.8 na SC -2.0 49.84 na 13.06 0.05 13.46 0.05 The maximum velocity is 13 and it occurs in the pipe between nodes M1 and SC 5.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 256 7.1 256 7.0 6m N 0 mz E; O -pTirp C j<x cnAO z,0 Cm -n ' D - , i!0 O N- (D N p�j 3 cD O m T� c C 3 co �maXCD �?_.cm a ccmzOCOMmZ. zm N m� t(oA C O O TO O mO NT CC 0 >3'a (D N N MM>0nnON m (D C C y S (0 .z 'O w C N O V C d = m 7 N j Q = O O_ C0 (' O N= d m mia W� co m o m m 0 = N N C -O ca b v z # Oa 3 (Z/ -CLn NNN ?N (Wilw NOj N CD N (D N O. m C 1 CL O N d N d n O 0 Ifo-` W BOO u CD O N ~ N N O. O O O N O f O f W V N N V w o N m a a 0 N (� o� N of ma j, • d �.3 N ya (D �NNf Oi V N (nf A S C y a m (D O � mCD CT CD CD �pT S O O N O. Q J O '^(O a* U) N S N m A c CD O N f,(NTmfmand m� 'O N 0� C. O_ N m N N o- m < A N m m Z'S 00ffff3 a' DON Vtf Ofo W N (DN i0 -r (D N D� CL F 0) O -(Q J N f AANNN 00 V N N C 0 2 Q a�<-n 3 O CD W 00 W C. (D 0 (D �OD1N(T 0 N T 0 0 0 O O u O NVN000 00 A N(D 00 Vt J000 N W O O O O O T O N oo�000 0o ao oo(n000 00 vt o 0 0 0 0 0 O O N O O O O O O O A C � mca O O O 0 0 0 00 � N W O N 00 000 00 N OCA ( N o 0 O O o co AN Final Calculations - Hazen -Williams Mike Bilka Fire Protection Page 6 Kelegian Residence Calc 1 Date 3/25/21 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 13.06 1.101 2N 14.0 13.000 7.100 K Factor = 4.90 to 1.101 150.0 R 1.0 15.000 0.0 0.0 3 13.06 0.0309 6.000 0.0 28.000 0.866 Vel = 4.40 to 0.0 8.000 0.238 Vel = 4.31 7 13.72 1.101 N 7.0 13.06 17.972 to 26.51 150.0 7.966 K Factor= 4.63 2 13.46 1.101 N 7.0 1.000 7.541 K Factor = 4.90 to 150.0 O 5.0 12.000 0.0 3 13.46 0.0327 0.0 13.000 0.425 Vel = 4.54 3 13.05 1.101 3R 3.0 36.500 7.966 to 150.0 4N 28.0 31.000 0.0 4 26.51 0.1146 0.0 67.500 7.736 Vel = 8.93 4 -12.79 1.101 6R 6.0 35.500 15.702 to 150.0 O 5.0 11.000 0.0 5 13.72 0.0339 0.0 46.500 1.575 Vel = 4.62 0.0 13.72 17.277 K Factor= 3.30 4 12.79 1.101 4R 4.0 52.250 15.702 to 150.0 N 7.0 16.000 0.0 6 12.79 0.0298 O 5.0 68.250 2.032 Vel = 4.31 0.0 12.79 17.734 K Factor = 3.04 5 13.72 1.101 2R 2.0 11.500 17.277 to 150.0 N 7.0 9.000 0.0 7 13.72 0.0339 0.0 20.500 0.695 Vel = 4.62 8 0.0 13.72 1.101 N 7.0 10.000 19.490 17.972 K Factor= 3.24 6 12.79 1.101 R 1.0 2.000 17.734 to 0.0 150.0 O 5.0 6.000 0.0 7 12.79 0.0298 to 0.0 8.000 0.238 Vel = 4.31 7 13.72 1.101 N 7.0 1.250 17.972 to 26.51 150.0 O 5.0 12.000 0.0 8 26.51 0.1146 0.0 13.250 1.518 Vel = 8.93 8 0.0 1.101 N 7.0 10.000 19.490 to to 150.0 0.0 7.000 4.331 9 26.51 0.1146 0.0 17.000 1.949 Vel = 8.93 9 0.0 1.394 N 8.0 6.250 25.770 to 4.0 150.0 O 6.0 14.000 0.0 10 26.51 0.0363 0.0 20.250 0.735 Vel = 5.57 10 0.0 1.394 O 6.0 2.000 26.505 to to 150.0 R 1.0 7.000 0.0 11 26.51 0.0363 0.0 9.000 0.327 Vel = 5.57 11 0.0 1.394 2N 16.0 10.250 26.832 to 4.0 150.0 0.0 16.000 0.0 TOR 26.51 0.0363 0.0 26.250 0.954 Vel = 5.57 TOR 0.0 1.394 S 11.11 8.000 27.786 to 150.0 R 1.0 12.110 6.465 * * Fixed Loss = 3 BOR 26.51 0.0363 Fsp 0.0 20.110 0.730 Vel = 5.57 BOR 0.0 1.265 2Xaa 4.0 4.000 34.981 to 150.0 Xar 0.989 4.989 1.732 D1 26.51 0.0583 0.0 8.989 0.524 Vel = 6.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Mike'Bilka Fire Protection Page 7 Kelegian Residence Calc 1 Date 3/25/21 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D1 5.00 1.598 N 9.0 13.000 37.237 Qa = 5.00 to 150.0 0.0 9.000 0.0 M1 31.51 0.0257 0.0 22.000 0.566 Vel = 5.04 M1 0.0 0.995 As 16.354 7.000 37.803 to 150.0 Cs 5.841 22.195 4.500 * * Fixed Loss = 4.5 Sc 31.51 0.2583 0.0 29.195 7.541 Vel = 13.00 0.0 31.51 49.844 K Factor= 4.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087