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Home My WebLink AboutREV22-0932 - CalcsHYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - ,SUBMITTAL ENGINEERS : FIREGUARD SPRINKLER SYSTEMS. (714) 310-0194. ADDRESS : 10131 Cabo Drive, Westminster, CA 92683. LICENSE : C16-992002 DESIGNER : Fireguard Sprinkler Systems, Inc. DATE : 05-24-2022 FILE. JOB NAME LOCATION DESIGN DATA. TODD Todd Residence 41 Beacon Bay DESIGN CRITERION: MIN SPR FLOW : AREA PER SPRINKLER : TOTAL CALCULATED AREA : TOTAL SPRINKLERS CALCULATED FLOW DATA. TOTAL SPRINKLER. FLOW DOMESTIC DEMAND : TOTAL WATER REQUIRED BASE OF RISER NODE FLOW PRESS NFPA 13D 2016 EDITION 13 Gpm 256 Sq Ft 512 Sq Ft 2 26.4 Gpm 5.0 Gpm 31.4 Gpm BR 31.4 Gpm 34.5 Psi C 3q- U 210 Rev22-LA32 Wa��n a� NEWpORT BEPOH F1D � SON FIFE PREVENTION AUTHORITY HAVING JURISDICTION Newport Beach Fire Department PHONE 949-644-3309 t4YDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. fi,NGINEERS FIREGUARD SPRINKLER SYSTEMS. (714) 310-0194. .DDRESS 10131 Cabo Drive, Westminster, CA 92683. i?ate: 05-24-2022 File: C:\RESDEN57\TODD.RES ,(DB : Todd Residence '-,ESIGN SPRINKLER MANUF SENJU - RC-RES, 16xl6, K=4.9, P=7 MODEL RC-RES T, DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi AREA / SPR 256 Sq Ft DESIGN AREA 57.2 Sq Ft SPRINKLER Q 13.0 Gpm METER 4.0 Psi NODES 15 PIPES 17 :f)URCE STATIC 59 Psi RESIDUAL 20 Psi FLOW 1000 Gpm '_iODE ELEVATION K-FACTOR PRESSURE DISCHARGE Feet Psi Gpm --- --- ---- ---------------- -------------------- 00 28.00 4.90 7.5 13.5 19.00 15.3 19.00 15.8 '`' 19.00 16.5 19.00 16.3 10.00 21.6 10.00 22.5 10.00 23.5 10.00 25.9 5.00 29.2 2.00 34.5 5.0 DOME -2.50 37.3 -2.50 42.0 -2.50 SOURCE 52.2 FLOWING 2 +REA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft ?IFN SPRINKLER FLOW 13 'Gpm fEQUIRED DENSITY 0.051 Gpm/Sq Ft ;;OMPUTED DENSITY 0.051 Gpm/Sq Ft �00TAL SPRINKLER FLOW 26.4 Gpm OTAL DOMESTIC FLOW 5.0 Gpm WATER REQUIRED 31.4 Gpm 'r:)TAL SPRINKLER PRESS 48.2 Psi W,IER METER LOSS 4.0 Psi --,LVE FIXED LOSS 0.0 Psi Page 1 Copyr_ight(2009) g,UPPLY PRESS AVAILABLE 58.9 Psi by '7EMAND PRESS REQUIRED .52.2 Psi Hydronics Engineering I'RF,SSURE CUSHION 6.7 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 11.5 F/S (800) 845-9819 ,HYDRnNICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2 - ENGINEERS FIREGUARD SPRINKLER SYSTEMS. (714) 310-0194. ADDRESS 10131 Cabo Drive, Westminster, CA 92683. -.. Date: 05-24-2022 File: C:\RESDEN57\TODD.RES - - JOB : Todd Residence PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE - NO. GPM FITTING TYPE FTG FRI-LOSS (Psi) ------------------------------------------------------------------------------- END DIAMETER TOTAL (Psi/Ft) -^ 1 q= 13.0 K= 4.900 L= 18.6 Pt 7.0 Pt 7.0 1 Q= 13.0 F- R2B5L F= 27.0 C= 150 Pe 3.9 Pv -0.3 Vel= 6.9 D- 0.874 TL= 45.6 0.0944 Pf 4.3 Pn 6.7 3 Pt 15.3 -------------------------------------------------------------------------- 2 q= 13.5 K= 4.900 L= 20.6 Pt 7.5 Pt 7.5 2 0= 13.4 F= B5L F= 23.0 C= 150 Pe 3.9 Pv -0.3 Vel= 7.2 D= 0.874 TL= 43.6 0.1005 Pf 4.4 Pn 7.2 4 Pt 15.8 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 56.0 Pt 15.3 Pt 15.3 3 Q= 6.5 F= 7R3B14LF= 92.0 C= 150 Pe 0.0 Pv 0.0 Vel= 2.2 D= 1.101 TL= 148.0 0.0085 If 1.3 Pn 15.2 5 Pt 16.5 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.000 L= 13.3 Pt 15.8 Pt 15.8 4 Q= 9.9 F= 4R4L F= 24.0 C= 150 Pe 0.0 Pv -0.1 Vet- 3.3 D= 1.101 TL= 37.3 0.0184 Pf 0.7 Pn 15.8 5 Pt 16.5 -------------------------------------------------------------------------- .3 q= 0.0 K= 0.000 L= 46.1 Pt 15.3 Pt 15.3 5 Q= 6.5 F= 7RB12L F= 72.0 C= 150 Pe 0.0 Pv 0.0 Vel= 2.2 D- 1.101 TL= 118.1 0.0085 Pf 1.0 Pn 15.2 6 ---------------------------------------------------------------------------- Pt 16.3 4 q= 0.0 K= 0.000 L= 49.6 Pt 15.8 Pt 15.8 6 Q= 3.6 F= 11R2B16L F- 101.0 C= 150 Pe 0.0 Pv 0.0 Vel= 1.2 D= 1.101 TL= 150.6 0.0028 Pf 0.4 Pn 15.8 6 Pt 16.3 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.000 L= 13.9 Pt 16.5 Pt 16.5 7 Q= 16.4 F- 2B4L F= 30.0 C= 150 Pe 3.9 Pv -0.2 Vel= 5.5 D= 1.101 TL= 43.9 0.0469 Pf 2.1 Pn 16.3 8 -------------------------------------------------------------------------- Pt 22.5 6 q= 0.0 K= 0.000 L= 27.4 Pt 16.3 Pt 16.3 8 Q= 10.1 F= 3RB8L F= 48.0 C= 150 Pe 3.9 Pv -0.1 Vel= 3.4 D= 1.101 TL= 75.4 0.0192 Pf 1.4 Pn 16.2 7 Pt 21.6 -------------------------------------------------------------------------- 7 q= 0.0 K- 0.000 L= 110.6 Pt 21.6 Pt 21.6 9 Q= 3.8 F= 11R4B26L F= 161.0 C= 150 Pe 0.0 Pv 0.0 Vet- 1.3 D= 1.101 TL= 271.6 0.0032 Pf 0.9 Pn 21.6 8 -------------------------------------------------------------------------- Pt 22.5 'HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page .3 !iNGINEERS FIREGUARD SPRINKLER SYSTEMS. (714) 310-0194. ADDRESS 10131 Cabo Drive, Westminster, CA 92683. Date: 05-24-2022 File: C:\RESDEN57\TODD.RES JOB : Todd Residence PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE No. Gpm FITTING TYPE FTG - FRI-LOSS (Psi) END DIAMETER TOTAL (Psi./Ft) ------------------------------------------------------------------------- 7 q= 0.0 K= 0.000 L= 94.8 Pt 21.6 Pt 21.6 70 Q= 6.2 F- 11R26L F- 141.0 C= 150 Pe 0.0 Pv 0.0 Vel= 2.1 D= 1.101 TL= 235.8 0.0079 Pf 1.9 Pn 21.6 9 Pt 23.5 -------------------------------------------------------------------------- 8 q= 0.0 K- 0.000 L= 2.2 Pt 22.5 Pt 22.5 Q= 20.2 F- 2R2L F= 12.0 C= 150 Pe 0.0 Pv -0.3 " Vel= 6.8 D= 1.101 TL= 14.2 0.0693 Pf 1.0 Pn 22.2 9 Pt ---- 23.5 ------------------------------------------------ 9 q= 0.0 K= 0.000 L= 1.3 Pt 23.5 Pt 23.5 1.2 Q= 26.4 F= B3L F= 20.0 C= 150 Pe 0.0 Pv -0.5 Vei= 8.9 D= 1.101 TL= 21.3 0.1141 Pf 2.4 Pn 23.0 TR Pt 25.9 ------------------------------- TR q= 0.0 K= 0.000 L= ------------------- 6.0 Pt 25.9 Pt 25.9 3 Q= 26.4 F- 3RC F= 4.0 C= 150 Pe 2.2 Pv -0.5 - Vel= 8.9 D= 1.101 TL= 10.0 0.1141 Pf 1.1 Pn 25.4 R Pt 29.2 --------------- R -------------------------'----- q= 0.0 K- 0.000 L= 5.0 Pt 29.2 Pt 29.2 Q= 26.4 F= LRCSB F= 23.0 C= 150 Pe 1.3 Pv -0.6 Vei= 9.7 D= 1.055 TL- 28.0 0.1405 Pf 3.9 Pn 28.6 BR Pt 34.5 'BR q= 5.0 g_ 0.000 L= 5.0 Pt 34,5 Pt 34.5 15 Q= 31.4 F= RCL F= 6.0 C= 150 Pe 1.9 Pv -0.4 Vel= 7.7 D= 1.291 TL= 11.0 0.0724 Pf 0.8 Pn 34.1 UG Pt 37.3 ----- UG ------------------------------------------ q- 0.0 K= 0.000 L= 70.0 Pt 37.3 Pt 37.3 l.5 Q= 31.4 F= 4L F- 24.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.6 D= 1.394 TL= 94.0 0.0498 Pf 4.7 Pn 37.0 WM Pt 42.0 -------------------------------------------------------------------------- WM q= 0.0 K= 0.000 L= 15.0 Pt 42.0 Pt 42.0 .7 Q- 31.4 F= BCSG F= 17.0 C= 150 Pe 0.0 Pv -0.9 Vel= 11.5 D- 1.055 TL- 32.0 0.1935 Pf 6.2 Pn 41.1 SR Pt 48.2 -------------------------------------------------------------------------- Meter = 4.0 -------------------------------------------------------------------------- -------------------------------------------------------------------------- Q= 31.4 <<< SOURCE >>> Pt 52.2 E=>45-Elb L->90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVIV HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. ENGINEERS FIREGUARD SPRINKLER SYSTEMS. (714) 310-0194. ADDRESS 10131 Cabo Drive, Westminster, CA 92683. DATE 05-24-2022 FILE C:\RESDEN57\TODD.RES JOB Todd Residence PSI 100 90 80 70 60 50 40 30 20 10 0 FIRE SPRINKLER HYDRAULIC GRAPH 10 15 20 25 30 35 40 45 50 FLOW - GPM Water Supply Static 59 Psi Resid 20 Psi Flow : 1000 GPM ® Water Demand Avl Press : 58.9 Psi @ 31 GPM Req Press : 52.2 Psi @ 31 GPM Press Cush: 6.7 Psi Copyright: Hydronics Engineering, 2009. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (800) 845-9819.