HomeMy WebLinkAboutF2018-0503 - CalcsHTDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. a ENGINEERS : Z195 -,gots ADDRESS _ r2ol8-0503 LICENSE : C16-876004 r 16 ,3q 194 DESIGNER : FIREPROOF FIRE PROTECTION �1 DATE : 09-12-2018 FILE : FP41639STNPB JOB NAME : 416 39TH STREET LOCATION : 416 39TH STREET, NEWPORT BEACH DESIGN DATA. DESIGN CRITERION: NFPA 13D MIN SPR FLOW : 21 Gpm AREA PER SPRINKLER 400 Sq Ft TOTAL CALCULATED AREA 400 Sq Ft TOTAL SPRINKLERS CALCULATED 1 FLOW DATA. TOTAL SPRINKLER FLOW : 21.0 Gpm DOMESTIC DEMAND : 5.0 Gpm TOTAL WATER REQUIRED : 26.0 Gpm BASE OF RISER NODE 6 FLOW 26.0 Gpm PRESS 35.6 Psi AUTHORITY HAVING JURISDICTION NEWPORT BEACH FIRE DEPT PHONE HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 1 ENGINEERS ADDRESS Date: 09-12-2018 File: C:\RESDEN57\FP41639STNPB.RES JOB : 416 39TH STREET DESIGN I SPRINKLER MANUF : VIKING I MODEL : VX494 I DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi I AREA / SPR 400 Sq Ft DESIGN AREA : 400 Sq Ft I SPRINKLER Q 21.0 Gpm METER 4.0 Psi I NODES 8 PIPES 7 SOURCE STATIC 72 NODE ELEVATION K -FACTOR PRESSURE DISCHARGE NO. Feet Psi Gpm ----------------------------------------------------------- 1 12.00 4.90 18.3 21.0 2 12.00 22.4 3 12.00 21.0 4 12.00 22.4 5 12.00 30.5 6 5.00 35.6 5.0 DOME 7 0.00 39.1 8 0.00 SOURCE 44.8 SPRINKLERS FLOWING 1 AREA PER SPRINKLER 400 TOTAL DESIGN AREA 400 MIN SPRINKLER FLOW 21 REQUIRED DENSITY 0.053 COMPUTED DENSITY 0.052 TOTAL SPRINKLER FLOW 21.0 TOTAL DOMESTIC FLOW 5.0 TOTAL WATER REQUIRED 26.0 SPRINKLER SYSTEM PRESS 40.8 WATER METER LOSS 4.0 VALVE FIXED LOSS 0.0 MINIMUM SPRINKLER PRESS 18.4 TOTAL PRESS 44.8 PRESSURE REMAINING 41.2 PRESSURE REQUIRED 18.4 Sq Ft Sq Ft Gpm Gpm/Sq Ft Gpm/Sq Ft Gpm Gpm Gpm Psi Psi Psi Psi Psi Copyright(2010) Psi by Psi Hydronics Engineering 34119 Fremont B1, Suite 609 (800) 845-9819 MAXIMUM VELOCITY 11.2 FIS HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2 ENGINEERS ADDRESS Date: 09-12-2018 File: C:\RESDEN57\FP41639STNPB.RES JOB : 416 39TH STREET PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. GPM FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 21.0 K= 4.900 L= 4.0 Pt 18.3 Pt 18.3 1 Q= 21.0 F= 2L F= 8.0 C= 150 Pe 0.0 Pv -0.8 Vel= 11.2 D= 0.874 TL= 12.0 0.2288 Pf 2.7 Pn 17.5 3 Pt 21.0 -------------------------------------------------------------------------- 2 cf 0.0 K= 0.000 L= 6.0 Pt 22.4 Pt 22.4 2 Q= 0.0 F= LB F= 7.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 0.874 TL= 13.0 0.0000 Pf 0.0 Pn 22.4 4 Pt 22.4 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 8.0 Pt 21.0 Pt 21.0 3 Q= 21.0 F= LB F= 10.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.1 D= 1.101 TL= 18.0 0.0743 Pf 1.3 Pn 20.7 4 Pt 22.4 -------------------------------------------------------------------------- 4 cr 0.0 K= 0.000 L= 75.0 Pt 22.4 Pt 22.4 4 Q= 21.0 F= llR1B4LF= 36.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.1 D= 1.101 TL= 111.0 0.0743 Pf 8.3 Pn 22.0 5 Pt 30.5 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.000 L= 7.0 Pt 30.5 Pt 30.5 5 Q= 21.0 F= 3R2LS F= 20.0 C= 150 Pe 3.0 Pv -0.3 Vel= 7.1 D= 1.101 TL= 27.0 0.0743 Pf 2.0 Pn 30.2 6 Pt 35.6 -------------------------------------------------------------------------- 6 cr 5.0 K= 0.000 L= 45.0 Pt 35.6 Pt 35.6 6 Q= 26.0 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.1 Vel= 4.7 D= 1.505 TL= 58.0 0.0241 Pf 1.4 Pn 35.4 7 Pt 39.1 -------------------------------------------------------------------------- 7 cr- 0.0 K= 0.000 L= 10.0 Pt 39.1 Pt 39.1 7 Q= 26.0 F= G F= 1.0 C= 150 Pe 0.0 Pv -0.7 Vel= 10.1 D= 1.025 TL= 11.0 0.1564 Pf 1.7 Pn 38.4 8 Pt 40.8 -------------------------------------------------------------------------- Meter = 4.0 -------------------------------------------------------------------------- 8 -------------------------------------------------------------------------- Q= 26.0 <<< SOURCE >>> Pt 44.8 E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly