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HomeMy WebLinkAboutF2020-0245 - Calcs Y 0200 — 20Z0 51ot Vie LI��Joud . HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTALJ,(J (�J ENGINEERS : FIREPROOF FIRE PROTECTION ADDRESS : 1040 S. CYPRESS ST. , SUITE D, LA HABRA, CA 90631 LICENSE : C16-876004 DESIGNER FIREPROOF FIRE PROTECTION DATE 06-01-2020 FILE FP426MARGUERITENPB JOB NAME 426 MARGUERITE LOCATION 426 MARGUERITE, NEWPORT BEACH DESIGN DATA. DESIGN CRITERION: NFPA 13D MIN SPR FLOW 20 Gpm AREA PER SPRINKLER 400 Sq Ft SPECIAL NOTES: TOTAL CALCULATED AREA 400 Sq Ft CALCULATED HEADS SET AT 32' TO PROVE GREATEST TOTAL SPRINKLERS CALCULATED 1 ELEVATION. SYSTEM IS CALCULATED TO WORK AT OR BELOW THE FLOW DATA. STATIC PRESSURE MINUS A 10% CUSHION. TOTAL SPRINKLER FLOW 20.0 Gpm DOMESTIC DEMAND 5.0 Gpm TOTAL WATER REQUIRED 25.0 Gpm BASE OF RISER NODE 10 FLOW 25.0 Gpm PRESS 41.8 Psi ALL CODES, ORDINANACES, STANDARDS, AHJ REQUIREMENTS, AND OTHER LEGAL ISSUES APPLICABLE TO THIS PROJECT SHALL BE MET PRIOR TO THE SYSTEM BEING INSTALLED. THE SYSTEM SHALL BE INSTALLED PER PLAN. ANY DEVIATION FROM THE PLAN SHALL REQUIRE A REVIEW TO INSURE PROPER SPRINKLER SPACING ALONG WITH A RECALCULATION TO INSURE SYSTEM DEMAND IS AT OR BELOW THE AVAILABLE STATIC PRESSURE MINUS A 10% CUSHION. ALL EQUIPMENT AND DEVICES SHALL BE NEW, INSTALLED PER MANUFACTURERS SPECIFICATIONS, LISTING, AND AHJ REQUIRERMENTS. THESE CALCULATIONS WERE DERIVED SOLELY FROM INFORMATION PROVIDED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR. THIS INCLUDES WATER PRESSURE, ELEVATIONS, PIPE LAYOUT, PIPE LENGTH, PIPE TYPE, FITTINGS, AND DEVICES USED, BEGINNING FROM THE POINT OF CONNECTION. AUTHORITY HAVING JURISDICTION NEWPORT BEACH PHONE HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 1 ENGINEERS ADDRESS Date: 06-01-2020 File: C:\RESDEN57\FP426MARGUERITENPB.RES JOB : 426 MARGUERITE DESIGN SPRINKLER MANUF : VIKING MODEL : VK494 DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi AREA / SPR 400 Sq Ft DESIGN AREA 400 Sq Ft SPRINKLER Q 20.0 Gpm METER 3.0 Psi NODES 12 PIPES 12 SOURCE STATIC 83 NODE ELEVATION K-FACTOR PRESSURE DISCHARGE NO. Feet Psi Gpm ----------------------------------------------------------- 1 32.00 4. 90 16.7 20.0 2 32.00 17.8 3 22 .00 22.0 4 22 .00 22.2 5 22.00 22.6 6 12.00 27 .4 7 12.00 27 .1 8 12.00 27.8 9 12.00 36.7 10 5.00 41.8 5.0 DOME 11 0.00 45.6 12 0.00 SOURCE 50.2 SPRINKLERS FLOWING 1 AREA PER SPRINKLER 400 Sq Ft TOTAL DESIGN AREA 400 Sq Ft MIN SPRINKLER FLOW 20 Gpm REQUIRED DENSITY 0.050 Gpm/Sq Ft COMPUTED DENSITY 0.050 Gpm/Sq Ft TOTAL SPRINKLER FLOW 20.0 Gpm TOTAL DOMESTIC FLOW 5.0 Gpm TOTAL WATER REQUIRED 25.0 Gpm SPRINKLER SYSTEM PRESS 47.2 Psi WATER METER LOSS 3.0 Psi VALVE FIXED LOSS 0.0 Psi MINIMUM SPRINKLER PRESS 16.7 Psi TOTAL PRESS 50.2 Psi Copyright(2010) PRESSURE REMAINING 39.5 Psi by PRESSURE REQUIRED 16.7 Psi Hydronics Engineering 34119 Fremont B1, Suite 609 MAXIMUM VELOCITY 9.7 F/S (800) 845-9819 I HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2 ENGINEERS ADDRESS Date: 06-01-2020 File: C:\RESDEN57\FP426MARGUERITENPB.RES JOB : 426 MARGUERITE PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 20.0 K= 4.900 L= 3.0 Pt 16.7 Pt 16.7 1 Q= 20.0 F= LB F= 12.0 C= 150 Pe 4.3 Pv -0.3 Vel= 6.7 D= 1.101 TL= 15.0 0.0681 Pf 1.0 Pn 16.4 3 Pt 22 .0 -------------------------------------------------------------------------- 2 q= 0.0 K= 0.000 L= 11.0 Pt 17 .8 Pt 17.8 2 Q= 0.0 F= 2LB F= 19.0 C= 150 Pe 4.3 Pv 0. 0 Vel= 0.0 D= 1.101 TL= 30.0 0.0000 Pf 0.0 Pn 17.8 4 Pt 22.2 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 3.0 Pt 22.0 Pt 22.0 3 Q= 8.2 F= 2B F= 10.0 C= 150 Pe 0.0 Pv -0.1 Vel= 2.7 D= 1.101 TL= 13.0 0.0129 Pf 0.2 Pn 22.0 4 Pt 22.2 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.000 L= 8.0 Pt 22.2 Pt 22 .2 4 Q= 8.2 F= 2B2L F= 24.0 C= 150 Pe 0.0 Pv -0.1 Vel= 2.7 D= 1.101 TL= 32.0 0.0129 Pf 0.4 Pn 22.1 5 Pt 22.6 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 15.0 Pt 22 .0 Pt 22.0 5 Q= 11.9 F= 2R2B2L F= 26.0 C= 150 Pe 4.3 Pv -0.1 Vel= 4.0 D= 1.101 TL= 41.0 0.0259 Pf 1.1 Pn 21.9 6 Pt 27 .4 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.000 L= 10.0 Pt 22.6 Pt 22.6 6 Q= 8.2 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.1 Vel= 2.7 D= 1.101 TL= 17.0 0.0129 Pf 0.2 Pn 22.5 7 Pt 27 .1 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.000 L= 10.0 Pt 27.4 Pt 27.4 7 Q= 11.9 F= L F= 7.0 C= 150 Pe 0.0 Pv -0 .1 Vel= 4.0 D= 1.101 TL= 17.0 0.0259 Pf 0.4 Pn 27.3 8 Pt 27.8 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.000 L= 22.0 Pt 27.1 Pt 27 .1 8 Q= 8.2 F= 3R3B2L F= 32.0 C= 150 Pe 0.0 Pv -0.1 Vel= 2.7 D= 1.101 TL= 54.0 0.0129 Pf 0.7 Pn 27.1 8 Pt 27 .8 -------------------------------------------------------------------------- 8 q= 0.0 K= 0.000 L= 50.0 Pt 27 .8 Pt 27.8 9 Q= 20.0 F= 5R7B6L F= 82.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.7 D= 1.101 TL= 132.0 0.0681 Pf 9.0 Pn 27.5 9 Pt 36.7 -------------------------------------------------------------------------- HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 3 ENGINEERS ADDRESS Date: 06-01-2020 File: C:\RESDEN57\FP426MARGUERITENPB.RES JOB : 426 MARGUERITE PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 9 q= 0.0 K= 0.000 L= 7.0 Pt 36.7 Pt 36.7 10 Q= 20.0 F= 3R2LS F= 24.0 C= 150 Pe 3.0 Pv -0.3 Vet= 6.7 D= 1.101 TL= 31.0 0.0681 Pf 2.1 Pn 36.4 10 Pt 41.8 -------------------------------------------------------------------------- 10 q= 5.0 K= 0.000 L= 60.0 Pt 41.8 Pt 41.8 11 Q= 25.0 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.1 Vet= 4.5 D= 1.505 TL= 73.0 0.0224 Pf 1.6 Pn 41.7 11 Pt 45.6 -------------------------------------------------------------------------- 11 q= 0.0 K= 0.000 L= 10.0 Pt 45. 6 Pt 45.6 12 Q= 25.0 F= G F= 1.0 C= 150 Pe 0.0 Pv -0.6 Vet= 9.7 D= 1.025 TL= 11.0 0.1457 Pf 1. 6 Pn 45.0 12 Pt 47.2 -------------------------------------------------------------------------- Meter = 3.0 -------------------------------------------------------------------------- 13 Q= 25.0 <<< SOURCE >>> Pt 50.2 -------------------------------------------------------------------------- E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly A= AV A HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. ENGINEERS : FIREPROOF FIRE PROTECTION ADDRESS : 1040 S. CYPRESS ST. , SUITE D, LA HABRA, CA 90631 LICENSE : C16-876004 DESIGNER : FIREPROOF FIRE PROTECTION DATE : 06-01-2020 FILE : FP426MARGUERITENPB JOB NAME : 426 MARGUERITE NEWPpRTBEgC LOCATION : 426 MARGUERITE, NEWPORT BEACH FIRE PREVENTS N p�E DEP r JUN 0 9 2020 DESIGN DATA. DESIGN CRITERION: NFPA 13D MIN SPR FLOW : 13 Gpm AREA PER SPRINKLER 256 Sq Ft SPECIAL NOTES: TOTAL CALCULATED AREA 512 Sq Ft CALCULATED HEADS SET AT 32' TO PROVE GREATEST TOTAL SPRINKLERS CALCULATED 2 ELEVATION. SYSTEM IS CALCULATED TO WORK AT OR BELOW THE FLOW DATA. STATIC PRESSURE MINUS A TOTAL SPRINKLER FLOW : 26.4 Gpm 10% CUSHION. DOMESTIC DEMAND : 5.0 Gpm TOTAL WATER REQUIRED : 31.4 Gpm BASE OF RISER NODE 10 FLOW 31.4 Gpm PRESS 40.4 Psi ALL CODES, ORDINANACES, STANDARDS, AHJ REQUIREMENTS, AND OTHER LEGAL ISSUES APPLICABLE TO THIS PROJECT SHALL BE MET PRIOR TO THE SYSTEM BEING INSTALLED. THE SYSTEM SHALL BE INSTALLED PER PLAN. ANY DEVIATION FROM THE PLAN SHALL REQUIRE A REVIEW TO INSURE PROPER SPRINKLER SPACING ALONG WITH A RECALCULATION TO INSURE SYSTEM DEMAND IS AT OR BELOW THE AVAILABLE STATIC PRESSURE MINUS A 10% CUSHION. ALL EQUIPMENT AND DEVICES SHALL BE NEW, INSTALLED PER MANUFACTURERS SPECIFICATIONS, LISTING, AND AHJ REQUIRERMENTS. THESE CALCULATIONS WERE DERIVED SOLELY FROM INFORMATION PROVIDED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR. THIS INCLUDES WATER PRESSURE, ELEVATIONS, PIPE LAYOUT, PIPE LENGTH, PIPE TYPE, FITTINGS, AND DEVICES USED, BEGINNING FROM THE POINT OF CONNECTION. AUTHORITY HAVING JURISDICTION NEWPORT BEACH PHONE . HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 1 ENGINEERS ADDRESS Date: 06-01-2020 File: C:\RESDEN57\FP426MARGUERITENPB.RES JOB : 426 MARGUERITE DESIGN SPRINKLER MANUF VIKING MODEL VK494 DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi AREA / SPR : 256 Sq Ft DESIGN AREA 512 Sq Ft I SPRINKLER Q 13.0 Gpm METER 3.0 Psi NODES 12 PIPES 12 SOURCE STATIC 83 NODE ELEVATION K-FACTOR PRESSURE DISCHARGE NO. Feet Psi Gpm ----------------------------------------------------------- 1 32.00 4. 90 7.5 13.4 2 32.00 4. 90 7.0 13.0 3 22 .00 12.3 4 22 .00 12.3 5 22.00 13.0 6 12 .00 18.3 7 12.00 17.8 8 12.00 19.0 9 12.00 33.9 10 5.00 40.4 5.0 DOME 11 0.00 45.1 12 0.00 SOURCE 50.5 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft MIN SPRINKLER FLOW 13 Gpm REQUIRED DENSITY 0.051 Gpm/Sq Ft COMPUTED DENSITY 0.051 Gpm/Sq Ft TOTAL SPRINKLER FLOW 26.4 Gpm TOTAL DOMESTIC FLOW 5.0 Gpm TOTAL WATER REQUIRED 31.4 Gpm SPRINKLER SYSTEM PRESS 47.5 Psi WATER METER LOSS 3.0 Psi VALVE FIXED LOSS 0.0 Psi MINIMUM SPRINKLER PRESS 7.0 Psi TOTAL PRESS 50.5 Psi Copyright(2010) PRESSURE REMAINING 44.0 Psi by PRESSURE REQUIRED 7.0 Psi Hydronics Engineering 34119 Fremont Bl, Suite 609 MAXIMUM VELOCITY 12.2 F/S (800) 845-9819 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2 ENGINEERS ADDRESS Date: 06-01-2020 File: C:\RESDEN57\FP426MARGUERITENPB.RES JOB : 426 MARGUERITE PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 13.4 K= 4.900 L= 3.0 Pt 7.5 Pt 7.5 1 Q= 13.4 F= LB F= 12.0 C= 150 Pe 4.3 Pv -0.1 Vel= 4.5 D= 1.101 TL= 15.0 0.0325 Pf 0.5 Pn 7.3 3 Pt 12 .3 -------------------------------------------------------------------------- 2 q= 13.0 K= 4. 900 L= 11.0 Pt 7.0 Pt 7. 0 2 Q= 13.0 F= 2LB F= 19.0 C= 150 Pe 4.3 Pv -0.1 Vel= 4.4 D= 1.101 TL= 30.0 0.0307 Pf 0. 9 Pn 6. 9 4 Pt 12.3 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 3.0 Pt 12 .3 Pt 12.3 3 Q= 1.8 F= 2B F= 10.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0. 6 D= 1.101 TL= 13.0 0.0008 Pf 0.0 Pn 12.3 4 Pt 12 .3 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.000 L= 8.0 Pt 12.3 Pt 12.3 4 Q= 11.2 F= 2B2L F= 24.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.8 D= 1.101 TL= 32 .0 0.0233 Pf 0.7 Pn 12.2 5 Pt 13.0 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 15.0 Pt 12.3 Pt 12.3 5 Q= 15.2 F= 2R2B2L F= 26.0 C= 150 Pe 4.3 Pv -0.2 Vel= 5.1 D= 1.101 TL= 41.0 0.0411 Pf 1.7 Pn 12.1 6 Pt 18.3 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.000 L= 10.0 Pt 13.0 Pt 13.0 6 Q= 11.2 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.1 Vel= 3.8 D= 1.101 TL= 17.0 0.0233 Pf 0.4 Pn 12.9 7 Pt 17.8 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.000 L= 10.0 Pt 18.3 Pt 18.3 7 Q= 15.2 F= L F= 7.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.1 D= 1.101 TL= 17.0 0.0411 Pf 0.7 Pn 18.1 8 Pt 19.0 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.000 L= 22.0 Pt 17.8 Pt 17.8 8 Q= 11.2 F= 3R3B2L F= 32.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.8 D= 1.101 TL= 54.0 0.0233 Pf 1.3 Pn 17 .7 8 Pt 19.0 -------------------------------------------------------------------------- 8 q= 0.0 K= 0.000 L= 50.0 Pt 19.0 Pt 19.0 9 Q= 26.4 F= 5R7B6L F= 82.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.101 TL= 132.0 0.1140 Pf 15.0 Pn 18.5 9 Pt 33.9 -------------------------------------------------------------------------- HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 3 ENGINEERS ADDRESS Date: 06-01-2020 File: C:\RESDEN57\FP426MARGUERITENPB.RES JOB : 426 MARGUERITE PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 9 q= 0.0 K= 0.000 L= 7.0 Pt 33.9 Pt 33. 9 10 Q= 26.4 F= 3R2LS F= 24.0 C= 150 Pe 3.0 Pv -0.5 Vet= 8. 9 D= 1.101 TL= 31.0 0.1140 Pf 3.5 Pn 33.4 10 Pt 40.4 -------------------------------------------------------------------------- 10 q= 5.0 K= 0.000 L= 60.0 Pt 40.4 Pt 40.4 11 Q= 31.4 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.2 Vet= 5.7 D= 1.505 TL= 73.0 0.0343 Pf 2.5 Pn 40.2 11 Pt 45.1 -------------------------------------------------------------------------- 11 q= 0.0 K= 0.000 L= 10.0 Pt 45.1 Pt 45.1 12 Q= 31.4 F= G F= 1.0 C= 150 Pe 0.0 Pv -1.0 Vet= 12.2 D= 1.025 TL= 11.0 0.2225 Pf 2.4 Pn 44.1 12 Pt 47 .5 -------------------------------------------------------------------------- Meter = 3.0 -------------------------------------------------------------------------- 13 Q= 31.4 <<< SOURCE >>> Pt 50.5 -------------------------------------------------------------------------- E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly A= AV HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. ENGINEERS : FIREPROOF FIRE PROTECTION ADDRESS : 1040 S. CYPRESS ST. , SUITE D, LA HABRA, CA 90631 LICENSE : C16-876004 DESIGNER : FIREPROOF FIRE PROTECTION DATE : 01-14-2020 LQf r FILE JOB NAME % 1 1 V;4 L L Sou , Ncw •� �t4� �� LOCATION p DESIGN DATA. DESIGN CRITERION: NFPA 13D - LOOPED SYSTEM MIN SPR FLOW : 13 Gpm AREA PER SPRINKLER 256 Sq Ft SPECIAL NOTES: TOTAL CALCULATED AREA 512 Sq Ft 16X16 TOTAL SPRINKLERS CALCULATED 2 SYSTEM IS CALCULATED TO WORK AT OR BELOW THE STATIC PRESSURE MINUS A FLOW DATA. 10% CUSHION. TOTAL SPRINKLER FLOW : 28.1 Gpm DOMESTIC DEMAND 5.0 Gpm TOTAL WATER REQUIRED : 33.1 Gpm BASE OF RISER NODE 9 FLOW 33.1 Gpm PRESS 38.1 Psi ALL CODES, ORDINANACES, STANDARDS, AHJ REQUIREMENTS, AND OTHER LEGAL ISSUES APPLICABLE TO THIS PROJECT SHALL BE MET PRIOR TO THE SYSTEM BEING INSTALLED. THE SYSTEM SHALL BE INSTALLED PER PLAN. ANY DEVIATION FROM THE PLAN SHALL REQUIRE A REVIEW TO INSURE PROPER SPRINKLER SPACING ALONG WITH A RECALCULATION TO INSURE SYSTEM DEMAND IS AT OR BELOW THE AVAILABLE STATIC PRESSURE MINUS A 10% CUSHION. ALL EQUIPMENT AND DEVICES SHALL BE NEW, INSTALLED PER MANUFACTURERS SPECIFICATIONS, LISTING, AND AHJ REQUIRERMENTS. THESE CALCULATIONS WERE DERIVED SOLELY FROM INFORMATION PROVIDED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR. THIS INCLUDES WATER PRESSURE, ELEVATIONS, PIPE LAYOUT, PIPE LENGTH, PIPE TYPE & FITTINGS, AND DEVICES USED, BEGINNING FROM THE POINT OF CONNECTION, AND ANY AHJ ORDINANCES, AMENDMENTS OR REQUIREMENTS. AUTHORITY HAVING JURISDICTION NEWPORT BEACH FIRE DEPT PHONE - HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 1 ENGINEERS ADDRESS Date: 01-14-2020 File: C:\RESDEN57\FP1210KINGSNPB.RES JOB : DESIGN I SPRINKLER MANUF I MODEL I DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi I AREA / SPR : 256 Sq Ft DESIGN AREA 512 Sq Ft I SPRINKLER Q 13.0 Gpm METER 4.0 Psi NODES 11 PIPES 11 SOURCE STATIC 68 NODE ELEVATION K-FACTOR PRESSURE DISCHARGE NO. Feet Psi Gpm ----------------------------------------------------------- 1 22.00 4.90 7.0 13.0 2 22.00 4.90 9.5 15.1 3 22.00 14.9 4 22.00 18.8 5 22.00 16.8 6 12.00 21.5 7 12.00 24.1 8 12.00 31.2 9 5.00 38.1 5.0 DOME 10 0.00 43.2 11 0.00 SOURCE 49.9 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft MIN SPRINKLER FLOW 13 Gpm REQUIRED DENSITY 0.051 Gpm/Sq Ft COMPUTED DENSITY 0.051 Gpm/Sq Ft TOTAL SPRINKLER FLOW 28.1 Gpm TOTAL DOMESTIC FLOW 5.0 Gpm TOTAL WATER REQUIRED 33.1 Gpm SPRINKLER SYSTEM PRESS 45.9 Psi WATER METER LOSS 4.0 Psi VALVE FIXED LOSS 0.0 Psi MINIMUM SPRINKLER PRESS 7.0 Psi TOTAL PRESS 49.9 Psi Copyright(2010) PRESSURE REMAINING 25.1 Psi by PRESSURE REQUIRED 7.0 Psi Hydronics Engineering 34119 Fremont B1, Suite 609 MAXIMUM VELOCITY 15.0 F/S (800) 845-9819 HYpRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2 ENGINEERS ADDRESS Date: 01-14-2020 File: C:\RESDEN57\FP1210KINGSNPB.RES JOB : 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= 15.0 Pt 7.0 Pt 7.0 1 Q= 13.0 F= 2LB F= 11.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.0 D= 0.874 TL= 26.0 0.0946 Pf 2.5 Pn 6.7 2 Pt 9.5 -------------------------------------------------------------------------- 2 q= 15.1 K= 4.900 L= 8.0 Pt 9.5 Pt 9.5 2 Q= 28.1 F= 2B F= 6.0 C= 150 Pe 0.0 Pv -1.5 Vel= 15.0 D= 0.874 TL= 14.0 0.3931 Pf 5.5 Pn 8.0 3 Pt 14.9 -------------------------------------------------------------------------- 3 cr 0.0 K= 0.000 L= 30.0 Pt 14.9 Pt 14.9 3 Q= 17.8 F= 4R2B4L F= 42.0 C= 150 Pe 0.0 Pv -0.2 Vel= 6.0 D= 1.101 TL= 72.0 0.0548 Pf 3.9 Pn 14.7 4 Pt 18.8 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 50.0 Pt 14.9 Pt 14.9 4 Q= 10.3 F= 8R2B4L F= 46.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.5 D= 1.101 TL= 96.0 0.0200 Pf 1.9 Pn 14.9 5 Pt 16.8 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.000 L= 10.0 Pt 16.8 Pt 16.8 5 Q= 10.3 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.1 Vel= 3.5 D= 1.101 TL= 17.0 0.0200 Pf 0.3 Pn 16.8 6 Pt 21.5 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.000 L= 10.0 Pt 18.8 Pt 18.8 6 Q= 17.8 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.2 Vel= 6.0 D= 1.101 TL= 17.0 0.0548 Pf 0.9 Pn 18.6 7 Pt 24.1 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.000 L= 80.0 Pt 21.5 Pt 21.5 7 Q= 10.3 F= 8R3B4L F= 51.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.5 D= 1.101 TL= 131.0 0.0200 Pf 2.6 Pn 21.4 7 Pt 24.1 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.000 L= 30.0 Pt 24.1 Pt 24.1 8 Q= 28.1 F= 2R2B2L F= 26.0 C= 150 Pe 0.0 Pv -0.6 Val= 9.5 D= 1.101 TL= 56.0 0.1277 Pf 7.1 Pn 23.5 8 Pt 31.2 -------------------------------------------------------------------------- 8 q= 0.0 K= 0.000 L= 7.0 Pt 31.2 Pt 31.2 9 Q= 28.1 F= 3R2LS F= 24.0 C= 150 Pe 3.0 Pv -0.6 Vel= 9.5 D= 1.101 TL= 31.0 0.1277 Pf 4.0 Pn 30.6 9 Pt 38.1 -------------------------------------------------------------------------- HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 3 . . ENGINEERS ADDRESS Date: 01-14-2020 File: C:\RESDEN57\FP1210KINGSNPB.RES JOB : PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 9 q= 5.0 K= 0.000 L= 65.0 Pt 38.1 Pt 38.1 10 Q= 33.1 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.2 Vet= 6.0 D= 1.505 TL= 78.0 0.0377 Pf 2.9 Pn 37.9 10 Pt 43.2 -------------------------------------------------------------------------- 10 q= 0.0 K= 0.000 L= 10.0 Pt 43.2 Pt 43.2 11 Q= 33.1 F= G F= 1.0 C= 150 Pe 0.0 Pv -1.1 Vel= 12.9 D= 1.025 TL= 11.0 0.2449 Pf 2.7 Pn 42.1 11 Pt 45.9 -------------------------------------------------------------------------- Meter = 4.0 -------------------------------------------------------------------------- 12 Q= 33.1 <<< SOURCE >>> Pt 49.9 -------------------------------------------------------------------------- E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. µ ElIGINEERS : FIREPROOF FIRE PROTECTION ADDRESS : 1040 S. CYPRESS ST. , SUITE D, LA HABRA, CA 90631 LICENSE : C16-876004 DESIGNER : FIREPROOF FIRE PROTECTION DATE : 01-14-2020 FILEJOB `` LOCATIO+ �1� V i� DESIGN DATA. DESIGN CRITERION: NFPA 13D - LOOPED SYSTEM MIN SPR FLOW 21 Gpm AREA PER SPRINKLER 400 Sq Ft SPECIAL NOTES: TOTAL CALCULATED AREA : 400 Sq Ft 20X20 TOTAL SPRINKLERS CALCULATED 1 SYSTEM IS CALCULATED TO WORK AT OR BELOW THE FLOW DATA. STATIC PRESSURE MINUS A 10% CUSHION. TOTAL SPRINKLER FLOW : 21.0 Gpm DOMESTIC DEMAND : 5.0 Gpm TOTAL WATER REQUIRED : 26.0 Gpm BASE OF RISER NODE 9 FLOW 26.0 Gpm PRESS 44.0 Psi ALL CODES, ORDINANACES, STANDARDS, AHJ REQUIREMENTS, AND OTHER LEGAL ISSUES APPLICABLE TO THIS PROJECT SHALL BE MET PRIOR TO THE SYSTEM BEING INSTALLED. THE SYSTEM SHALL BE INSTALLED PER PLAN. ANY DEVIATION FROM THE PLAN SHALL REQUIRE A REVIEW TO INSURE PROPER SPRINKLER SPACING ALONG WITH A RECALCULATION TO INSURE SYSTEM DEMAND IS AT OR BELOW THE AVAILABLE STATIC PRESSURE MINUS A 10% CUSHION. ALL EQUIPMENT AND DEVICES SHALL BE NEW, INSTALLED PER MANUFACTURERS SPECIFICATIONS, LISTING, AND AHJ REQUIRERMENTS. THESE CALCULATIONS WERE DERIVED SOLELY FROM INFORMATION PROVIDED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR. THIS INCLUDES WATER PRESSURE, ELEVATIONS, PIPE LAYOUT, PIPE LENGTH, PIPE TYPE & FITTINGS, AND DEVICES USED, BEGINNING FROM THE POINT OF CONNECTION, AND ANY AHJ ORDINANCES, AMENDMENTS OR REQUIREMENTS. AUTHORITY HAVING JURISDICTION NEWPORT BEACH FIRE DEPT PHONE HYDRANICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 1 c ENGINEERS ADDRESS Date: 01-14-2020 File: C:\RESDEN57\FP1210KINGSNPB.RES JOB : DESIGN I SPRINKLER MANUF : VIKING MODEL : VK494 -1 DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi I AREA / SPR 400 Sq Ft DESIGN AREA 400 Sq Ft SPRINKLER Q 21.0 Gpm METER 4.0 Psi I NODES 11 PIPES 11 SOURCE STATIC 68 NODE ELEVATION K-FACTOR PRESSURE DISCHARGE NO. Feet Psi Gpm ----------------------------------------------------------- 1 22.00 4.90 18.3 21.0 2 22.00 24.2 3 22.00 27.4 4 22.00 29.7 5 22.00 28.5 6 12.00 33.0 7 12.00 34.5 8 12.00 38.7 9 5.00 44.0 5.0 DOME 10 0.00 48.0 11 0.00 SOURCE 53.7 SPRINKLERS FLOWING 1 AREA PER SPRINKLER 400 Sq Ft TOTAL DESIGN AREA 400 Sq Ft MIN SPRINKLER FLOW 21 Gpm REQUIRED DENSITY 0.053 Gpm/Sq Ft COMPUTED DENSITY 0.052 Gpm/Sq Ft TOTAL SPRINKLER FLOW 21.0 Gpm TOTAL DOMESTIC FLOW 5.0 Gpm TOTAL WATER REQUIRED 26.0 Gpm SPRINKLER SYSTEM PRESS 49.7 Psi WATER METER LOSS 4.0 Psi VALVE FIXED LOSS 0.0 Psi MINIMUM SPRINKLER PRESS 18.4 Psi TOTAL PRESS 53.7 Psi Copyright(2010) PRESSURE REMAINING 25.1 Psi by PRESSURE REQUIRED 18.4 Psi Hydronics Engineering 34119 Fremont B1, Suite 609 MAXIMUM VELOCITY 11.2 F/S (800) 845-9819 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2 c ENGINEERS ADDRESS Date: 01-14-2020 File: C:\RESDEN57\FP1210KINGSNPB.RES JOB : 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= 15.0 Pt 18.3 Pt 18.3 1 Q= 21.0 F= 2LB F= 11.0 C= 150 Pe 0.0 Pv -0.8 Vel= 11.2 D= 0.874 TL= 26.0 0.2289 Pf 6.0 Pn 17.5 2 Pt 24.2 -------------------------------------------------------------------------- 2 q= 0.0 K= 0.000 L= 8.0 Pt 24.2 Pt 24.2 2 Q= 21.0 F= 2B F= 6.0 C= 150 Pe 0.0 Pv -0.8 Vel= 11.2 D= 0.874 TL= 14.0 0.2289 Pf 3.2 Pn 23.4 3 Pt 27.4 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 30.0 Pt 27.4 Pt 27.4 3 Q= 13.3 F= 4R2B4L F= 42.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.5 D= 1.101 TL= 72.0 0.0319 Pf 2.3 Pn 27.3 4 Pt 29.7 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 50.0 Pt 27.4 Pt 27.4 4 Q= 7.7 F= 8R2B4L F= 46.0 C= 150 Pe 0.0 Pv 0.0 Vel= 2. 6 D= 1.101 TL= 96.0 0.0117 Pf 1.1 Pn 27.4 5 Pt 28.5 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.000 L= 10.0 Pt 28.5 Pt 28.5 5 Q= 7.7 F= L F= 7.0 C= 150 Pe 4.3 Pv 0.0 Vel= 2. 6 D= 1.101 TL= 17.0 0.0117 Pf 0.2 Pn 28.5 6 Pt 33.0 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.000 L= 10.0 Pt 29.7 Pt 29.7 6 Q= 13.3 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.1 Vel= 4.5 D= 1.101 TL= 17.0 0.0319 Pf 0.5 Pn 29.5 7 Pt 34.5 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.000 L= 80.0 Pt 33.0 Pt 33.0 7 Q= 7.7 F= 8R3B4L F= 51.0 C= 150 Pe 0.0 Pv 0.0 Vel= 2.6 D= 1.101 TL= 131.0 0.0117 Pf 1.5 Pn 33.0 7 Pt 34.5 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.000 L= 30.0 Pt 34.5 Pt 34.5 8 Q= 21.0 F= 2R2B2L F= 26.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.1 D= 1.101 TL= 56.0 0.0743 Pf 4.2 Pn 34.2 8 Pt 38.7 -------------------------------------------------------------------------- 8 q= 0.0 K= 0.000 L= 7.0 Pt 38.7 Pt 38.7 9 Q= 21.0 F= 3R2LS F= 24.0 C= 150 Pe 3.0 Pv -0.3 Vel= 7.1 D= 1.101 TL= 31.0 0.0743 Pf 2.3 Pn 38.3 9 Pt 44.0 -------------------------------------------------------------------------- HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 3 ENGINEERS ADDRESS Date: 01-14-2020 File: C:\RESDEN57\FP1210KINGSNPB.RES JOB : PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 9 q= 5.0 K= 0.000 L= 65.0 Pt 44.0 Pt 44.0 10 Q= 26.0 F= G41, F= 13.0 C= 150 Pe 2.2 Pv -0.1 Vel= 4.7 D= 1.505 TL= 78.0 0.0241 Pf 1.9 Pn 43.8 10 Pt 48.0 -------------------------------------------------------------------------- 10 q= 0.0 K= 0.000 L= 10.0 Pt 48.0 Pt 48.0 11 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 47.3 11 Pt 49.7 -------------------------------------------------------------------------- Meter = 4.0 -------------------------------------------------------------------------- 12 Q= 26.0 <<< SOURCE >>> Pt 53.7 -------------------------------------------------------------------------- E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly i HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. ENGINEERS : FIREPROOF FIRE PROTECTION /� ADDRESS : 1040 S. CYPRESS ST. , SUITE D, LA HABRA, CA 90631 ,J�✓ /�V v `co LICENSE : C16-876004 DESIGNER : FIRPROOF FIRE PROTECTION DATE : 05-18-2020 FILE : FP819VIALIDONPB JOB NAME : 819 VIA LIDO SAUD LOCATION : 819 VIA LIDO SAUD, NEWPORT BEACH NEWPORT BEACH FIRE DEPT FIRE PREVENTION DIVISION JUN 0�. 2020 DESIGN DATA. DESIGN CRITERION: NFPA 13D MIN SPR FLOW 13 `Gpm AREA PER SPRINKLER 256 Sq Ft SPECIAL NOTES: TOTAL CALCULATED AREA 512 Sq Ft TOTAL SPRINKLERS CALCULATED 2 SYSTEM IS CALCULATED TO WORK AT OR BELOW THE STATIC PRESSURE MINUS A FLOW DATA. 10% CUSHION. TOTAL SPRINKLER FLOW 26.6 Gpm DOMESTIC DEMAND : 5.0 Gpm TOTAL WATER REQUIRED 31.6 Gpm BASE OF RISER NODE 11 FLOW 31.6 Gpm PRESS 33.9 Psi ALL CODES, ORDINANACES, STANDARDS, AHJ REQUIREMENTS, AND OTHER LEGAL ISSUES APPLICABLE TO THIS PROJECT SHALL BE MET PRIOR TO THE SYSTEM BEING INSTALLED. THE SYSTEM SHALL BE INSTALLED PER PLAN. ANY DEVIATION FROM THE PLAN SHALL REQUIRE A REVIEW TO INSURE PROPER SPRINKLER SPACING ALONG WITH A RECALCULATION TO INSURE SYSTEM DEMAND IS AT OR BELOW THE AVAILABLE STATIC PRESSURE MINUS A 10% CUSHION. ALL EQUIPMENT AND DEVICES SHALL BE NEW, INSTALLED PER MANUFACTURERS SPECIFICATIONS, LISTING, AND AHJ REQUIRERMENTS. THESE CALCULATIONS WERE DERIVED SOLELY FROM INFORMATION PROVIDED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR. THIS INCLUDES WATER PRESSURE, ELEVATIONS, PIPE LAYOUT, PIPE LENGTH, PIPE TYPE, FITTINGS, AND DEVICES USED, BEGINNING FROM THE POINT OF CONNECTION. AUTHORITY HAVING JURISDICTION NEWPORT BEACH PHONE I HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 1 ENGINEERS ADDRESS Date: 05-18-2020 File: C:\RESDEN57\FP819VIALIDONPB.RES JOB : 819 VIA LIDO SAUD DESIGN SPRINKLER MANUF VIKING MODEL VK494 DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi AREA / SPR 256 Sq Ft DESIGN AREA 512 Sq Ft SPRINKLER Q 13.0 Gpm METER 3.0 Psi NODES 12 PIPES 12 SOURCE STATIC 70 NODE ELEVATION K-FACTOR PRESSURE DISCHARGE NO. Feet Psi Gpm ----------------------------------------------------------- 1 22.00 4. 90 7.0 13.0 2 22.00 4. 90 7.7 13.6 3 22.00 9.5 4 22.00 12 .8 5 22.00 12 .7 6 12 .00 17.6 7 12.00 17.7 9 12.00 20.7 10 12.00 27.4 11 5.00 33. 9 5.0 DOME 12 0.00 38. 6 13 0.00 SOURCE 44.1 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft MIN SPRINKLER FLOW 13 Gpm REQUIRED DENSITY 0.051 Gpm/Sq Ft COMPUTED DENSITY 0.051 Gpm/Sq Ft TOTAL SPRINKLER FLOW 26.6 Gpm TOTAL DOMESTIC FLOW 5.0 Gpm TOTAL WATER REQUIRED 31.6 Gpm SPRINKLER SYSTEM PRESS 41.1 Psi WATER METER LOSS 3.0 Psi VALVE FIXED LOSS 0.0 Psi MINIMUM SPRINKLER PRESS 7.0 Psi TOTAL PRESS 44.1 Psi Copyright(2010) PRESSURE REMAINING 33.0 Psi by PRESSURE REQUIRED 7.0 Psi Hydronics Engineering 34119 Fremont Bl, Suite 609 MAXIMUM VELOCITY 12.3 F/S (800) 845-9819 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2 . ENGINEERS ADDRESS Date: 05-18-2020 File: C:\RESDEN57\FP819VIALIDONPB.RES JOB : 819 VIA LIDO SAUD 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= 9.0 Pt 7.0 Pt 7.0 1 Q= 13.0 F= LB F= 12.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.4 D= 1.101 TL= 21.0 0.0307 Pf 0. 6 Pn 6. 9 2 Pt 7.7 -------------------------------------------------------------------------- 2 q= 13.6 K= 4.900 L= 6.0 Pt 7.7 Pt 7.7 2 Q= 26.6 F= 2B F= 10.0 C= 150 Pe 0.0 Pv -0.5 Vel= 9.0 D= 1.101 TL= 16.0 0.1153 Pf 1.8 Pn 7.1 3 Pt 9.5 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 55.0 Pt 9.5 Pt 9.5 3 Q= 13.5 F= IOR3B3LF= 46.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4. 6 D= 1.101 TL= 101.0 0.0329 Pf 3.3 Pn 9.4 4 Pt 12.8 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 53.0 Pt 9.5 Pt 9.5 4 Q= 13.1 F= 8R3B4L F= 51.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.4 D= 1.101 TL= 104.0 0.0310 Pf 3.2 Pn 9.4 5 Pt 12 .7 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.000 L= 10.0 Pt 12.7 Pt 12.7 5 Q= 13.1 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.1 Vel= 4.4 D= 1.101 TL= 17.0 0.0310 Pf 0.5 Pn 12 .6 6 Pt 17 .6 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.000 L= 10.0 Pt 12.8 Pt 12.8 6 Q= 13.5 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.1 Vel= 4. 6 D= 1.101 TL= 17.0 0.0329 Pf 0.6 Pn 12.7 7 Pt 17 .7 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.000 L= 55.0 Pt 17 .6 Pt 17 .6 7 Q= 13.1 F= 12R3B3LF= 48.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.4 D= 1.101 TL= 103.0 0.0310 Pf 3.2 Pn 17.4 9 Pt 20.7 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.000 L= 50.0 Pt 17 .7 Pt 17.7 8 Q= 13.5 F= 7R3B3L F= 43.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.6 D= 1.101 TL= 93.0 0.0329 Pf 3.1 Pn 17.6 9 Pt 20.7 -------------------------------------------------------------------------- 9 q= 0.0 K= 0.000 L= 25.0 Pt 20.7 Pt 20.7 9 Q= 26.6 F= 2R2B3L F= 33.0 C= 150 Pe 0.0 Pv -0.5 Vel= 9.0 D= 1.101 TL= 58.0 0.1153 Pf 6.7 Pn 20.2 10 Pt 27.4 -------------------------------------------------------------------------- HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 3 . . ENGINEERS ADDRESS Date: 05-18-2020 File: C:\RESDEN57\FP819VIALIDONPB.RES JOB : 819 VIA LIDO SAUD PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 10 q= 0.0 K= 0.000 L= 7.0 Pt 27.4 Pt 27.4 10 Q= 26.6 F= 3R2LS F= 24 .0 C= 150 Pe 3.0 Pv -0.5 Vet= 9.0 D= 1.101 TL= 31.0 0.1153 Pf 3. 6 Pn 26.8 11 Pt 33.9 -------------------------------------------------------------------------- 11 q= 5.0 K= 0.000 L= 60.0 Pt 33.9 Pt 33.9 11 Q= 31.6 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.2 Vel= 5.7 D= 1.505 TL= 73.0 0.0346 Pf 2.5 Pn 33.7 12 Pt 38.6 -------------------------------------------------------------------------- 12 q= 0.0 K= 0.000 L= 10.0 Pt 38. 6 Pt 38.6 12 Q= 31 .6 F= G F= 1.0 C= 150 Pe 0.0 Pv -1.0 Vet= 12 .3 D= 1.025 TL= 11.0 0.2246 Pf 2.5 Pn 37 .6 13 Pt 41.1 -------------------------------------------------------------------------- Meter = 3.0 -------------------------------------------------------------------------- 13 Q= 31.6 <<< SOURCE >>> Pt 44 .1 -------------------------------------------------------------------------- E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly A= AV HYDRANICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. ENGINEERS FIREPROOF FIRE PROTECTION ADDRESS 1040 S. CYPRESS ST. , SUITE D, LA HABRA, CA 90631 LICENSE C16-876004 DESIGNER FIRPROOF FIRE PROTECTION DATE 05-18-2020 FILE FP819VIALIDONPB JOB NAME 819 VIA LIDO SAUD LOCATION 819 VIA LIDO SAUD, NEWPORT BEACH DESIGN DATA. DESIGN CRITERION: NFPA 13D MIN SPR FLOW : 20 Gpm AREA PER SPRINKLER 400 Sq Ft SPECIAL NOTES: TOTAL CALCULATED AREA 400 Sq Ft TOTAL SPRINKLERS CALCULATED 1 SYSTEM IS CALCULATED TO WORK AT OR BELOW THE STATIC PRESSURE MINUS A 10% CUSHION. FLOW DATA. TOTAL SPRINKLER FLOW : 20.0 Gpm DOMESTIC DEMAND 5.0 Gpm TOTAL WATER REQUIRED : 25.0 Gpm BASE OF RISER NODE 11 FLOW 25.0 Gpm PRESS 36.6 Psi ALL CODES, ORDINANACES, STANDARDS, AHJ REQUIREMENTS, AND OTHER LEGAL ISSUES APPLICABLE TO THIS PROJECT SHALL BE MET PRIOR TO THE SYSTEM BEING INSTALLED. THE SYSTEM SHALL BE INSTALLED PER PLAN. ANY DEVIATION FROM THE PLAN SHALL REQUIRE A REVIEW TO INSURE PROPER SPRINKLER SPACING ALONG WITH A RECALCULATION TO INSURE SYSTEM DEMAND IS AT OR BELOW THE AVAILABLE STATIC PRESSURE MINUS A 10% CUSHION. ALL EQUIPMENT AND DEVICES SHALL BE NEW, INSTALLED PER MANUFACTURERS SPECIFICATIONS, LISTING, AND AHJ REQUIRERMENTS. THESE CALCULATIONS WERE DERIVED SOLELY FROM INFORMATION PROVIDED BY THE INSTALLING FIRE SPRINKLER CONTRACTOR. THIS INCLUDES WATER PRESSURE, ELEVATIONS, PIPE LAYOUT, PIPE LENGTH, PIPE TYPE, FITTINGS, AND DEVICES USED, BEGINNING FROM THE POINT OF CONNECTION. AUTHORITY HAVING JURISDICTION NEWPORT BEACH PHONE HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 1 C ENGINEERS ADDRESS Date: 05-18-2020 File: C:\RESDEN57\FP819VIALIDONPB.RES JOB : 819 VIA LIDO SAUD DESIGN SPRINKLER MANUF VIKING MODEL VK494 DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi AREA / SPR 400 Sq Ft DESIGN AREA 400 Sq Ft SPRINKLER Q 20.0 Gpm METER 3.0 Psi NODES 12 PIPES 12 SOURCE STATIC 70 NODE ELEVATION K-FACTOR PRESSURE DISCHARGE NO. Feet Psi Gpm ----------------------------------------------------------- 1 22 .00 4. 90 16.7 20.0 2 22 .00 18.1 3 22.00 19.2 4 22.00 21.1 5 22.00 21.1 6 12.00 25.7 7 12.00 25.8 9 12.00 27.6 10 12.00 31.5 11 5.00 36. 6 5.0 DOME 12 0.00 40.4 13 0.00 SOURCE 45.0 SPRINKLERS FLOWING 1 AREA PER SPRINKLER 400 Sq Ft TOTAL DESIGN AREA 400 Sq Ft MIN SPRINKLER FLOW 20 Gpm REQUIRED DENSITY 0. 050 Gpm/Sq Ft COMPUTED DENSITY 0.050 Gpm/Sq Ft TOTAL SPRINKLER FLOW 20.0 Gpm TOTAL DOMESTIC FLOW 5.0 Gpm TOTAL WATER REQUIRED 25.0 Gpm SPRINKLER SYSTEM PRESS 42.0 Psi WATER METER LOSS 3.0 Psi VALVE FIXED LOSS 0.0 Psi MINIMUM SPRINKLER PRESS 16.7 Psi TOTAL PRESS 45.0 Psi Copyright(2010) PRESSURE REMAINING 41.7 Psi by PRESSURE REQUIRED 16.7 Psi Hydronics Engineering 34119 Fremont Bl, Suite 609 MAXIMUM VELOCITY 9.7 F/S (800) 845-9819 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2 . . { ENGINEERS ADDRESS Date: 05-18-2020 File: C:\RESDEN57\FP819VIALIDONPB.RES JOB : 819 VIA LIDO SAUD PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 20.0 K= 4. 900 L= 9.0 Pt 16.7 Pt 16.7 1 Q= 20.0 F= LB F= 12.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.7 D= 1.101 TL= 21.0 0.0681 Pf 1.4 Pn 16.4 2 Pt 18 .1 -------------------------------------------------------------------------- 2 q= 0.0 K= 0.000 L= 6.0 Pt 18.1 Pt 18.1 2 Q= 20.0 F= 2B F= 10.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.7 D= 1.101 TL= 16.0 0.0681 Pf 1.1 Pn 17 .8 3 Pt 19.2 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 55.0 Pt 19.2 Pt 19.2 3 Q= 10.2 F= 1OR3B3LF= 46.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.4 D= 1.101 TL= 101.0 0.0195 Pf 2.0 Pn 19.1 4 Pt 21.1 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 53.0 Pt 19.2 Pt 19.2 4 Q= 9.8 F= 8R3B4L F= 51.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.3 D= 1.101 TL= 104.0 0.0183 Pf 1.9 Pn 19.1 5 Pt 21.1 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.000 L= 10.0 Pt 21.1 Pt 21.1 5 Q= 9.8 F= L F= 7.0 C= 150 Pe 4.3 Pv -0 .1 Vel= 3.3 D= 1.101 TL= 17.0 0. 0183 Pf 0.3 Pn 21.0 6 Pt 25.7 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.000 L= 10.0 Pt 21.1 Pt 21.1 6 Q= 10.2 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.1 Vel= 3.4 D= 1.101 TL= 17.0 0.0195 Pf 0.3 Pn 21.0 7 Pt 25.8 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.000 L= 55.0 Pt 25.7 Pt 25.7 7 Q= 9.8 F= 12R3B3LF= 48.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.3 D= 1.101 TL= 103.0 0.0183 Pf 1. 9 Pn 25.6 9 Pt 27 .6 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.000 L= 50.0 Pt 25.8 Pt 25.8 8 Q= 10.2 F= 7R3B3L F= 43.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.4 D= 1.101 TL= 93.0 0.0195 Pf 1.8 Pn 25.7 9 Pt 27.6 -------------------------------------------------------------------------- 9 q= 0.0 K= 0.000 L= 25.0 Pt 27.6 Pt 27 .6 9 Q= 20.0 F= 2R2B3L F= 33.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.7 D= 1.101 TL= 58.0 0.0681 Pf 4.0 Pn 27.3 10 Pt 31.5 -------------------------------------------------------------------------- HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 3 r ' } I ENGINEERS ADDRESS Date: 05-18-2020 File: C:\RESDEN57\FP819VIALIDONPB.RES JOB : 819 VIA LIDO SAUD PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 10 q= 0.0 K= 0.000 L= 7.0 Pt 31.5 Pt 31.5 10 Q= 20.0 F= 3R2LS F= 24.0 C= 150 Pe 3.0 Pv -0.3 Vet= 6.7 D= 1.101 TL= 31.0 0.0681 Pf 2.1 Pn 31.2 11 Pt 36.6 -------------------------------------------------------------------------- 11 q= 5.0 K= 0.000 L= 60.0 Pt 36.6 Pt 36.6 11 Q= 25.0 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.1 Vet= 4.5 D= 1.505 TL= 73.0 0.0225 Pf 1. 6 Pn 36.5 12 Pt 40.4 -------------------------------------------------------------------------- 12 q= 0.0 K= 0.000 L= 10.0 Pt 40.4 Pt 40.4 12 Q= 25.0 F= G F= 1.0 C= 150 Pe 0.0 Pv -0.6 Vet= 9.7 D= 1.025 TL= 11.0 0.1458 Pf 1. 6 Pn 39.8 13 Pt 42.0 -------------------------------------------------------------------------- Meter = 3.0 -------------------------------------------------------------------------- 13 Q= 25.0 <<< SOURCE >>> Pt 45.0 -------------------------------------------------------------------------- E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly A= AV