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HomeMy WebLinkAboutF2020-0379 - Calcs�FSIDENTIAL FIRE SPRINKLER HYDRAULICS ., 6.0 - SUBMITTAL, FIRE PROTECTION ?KESS ST., SUITE D, 64 /OF FIRE PROTECTION 2020 \RESDEN60\FPI2BURNINGNPB.RES /12 BURNING TREE 12 BURNING TREE, NEWPORT BEACH irGN DATA. DESIGN CRITERION: NFPA 13D MIN SPR FLOW ; 20 Gpm AREA PER SPRINKLER ; 400 3q Ft TOTAL CALCULATED AREA 400 Sq Ft TOTAL SPRINKLERS CALCULATED 1 FLOW DATA. TOTAL SPRINKLER FLOW 20.0 Gpm DOMESTIC DEMAND : 5.0 Gpm TOTAL WATER REQUIRED 25.0 Gpm BASE OF RISER NODE FLOW 9 PRESS 25.0 Gpm 35.0 psi LA HABRA, CA 90631 F210.0 -03-tcl lZ Wo ,I n � -Prue NEWPORT OF- ACfi FIRE DEP, FIRE PRa,46100N [aIV1iION SEP 2 8 ZON SPECIAL SYSTEM IS CALCULATED TO WORT( AT OR BELOW THE STATIC 10% CUSHIONPRESSURE MINUS A ALL CODES, ORDINANACES, STANDARDS, APPLICABLE TO THIS PROJECT S AHJ REQUIREMENTS, SYSTEM SHALL BE INSTALLED �L BE MET PRIOR OTHE AND OTHER LEGAL ISSUES PER PLAN. REVIEW TO INSURE PROPER SPRINKLER SP�NG TO THE SYSTEM BEING INSTALLED. DEVIATION FROM THE PLAN S THE SYSTEM DEMAND IS AT OR BELOW THE AVAREQUIRE ILABLE STATIC PRESSURE MINUS A 10 CUSHION A WITH A RECALCULATION TO INSURE ALL EQUIPMENT AND SPECIFICATIONS DEVICES SHALL BE NEW, LISTING, AND AHJ REQUIRERMMENTS, INSTALLED PER MANUFACTURERS THESE CALCULATIONS WERE DERIVED SOLELY FROM INFO SPRINKLER CONTRACTOR. THIS INCLUDES WATER PRESS PIPE TYPE, FITTINGS INFORMATION PROVIDED BY THE INSTALLING FIRE AND DEVICES USED ELEVATIONS, PIPE LAYOUT, PIPE LENGTH, BEGINNING FROM THE POINT OF CONNECTION. AUTHORITY HAVING ?HONE JURISDICTION : NEWPORT BEACH HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL. ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C:\RESDEN60\FPI2BURNINGNPB.RES SOURCE I STATIC 89 NODE ELEVATION K -FACTOR PRESSURE DISCHARGE NO. ----------------------------------------------------------- Feet Psi Gpm 1 22.0 4.90 16.7 20.0 2 22.0 18.5 5.0 3 22.0 19.6 40.4 4 22.0 23.3 16.7 5 22.0 21.0 65.3 6 12.0 25.5 7 12.0 28.2 8 12.0 29.8 9 5.0 35.0 DOME 5.0 10 0.0 38.8 11 0.0 SOURCE 40.4 25.0 SPRINKLERS FLOWING 1 AREA PER SPRINKLER 400 TOTAL DESIGN AREA 400 MIN SPRINKLER FLOW 20 REQUIRED DENSITY 0.050 COMPUTED DENSITY 0.050 TOTAL SPRINKLER FLOW 20.0 TOTAL DOMESTIC FLOW 5.0 TOTAL WATER REQUIRED 25.0 SPRINKLER SYSTEM PRESS 40.4 FIXED PRESS LOSS 0.0 MINIMUM SPRINKLER PRESS 16.7 TOTAL PRESS 40.4 PRESSURE REMAINING 65.3 PRESSURE REQUIRED 16.7 Sq Ft Sq Ft Gpm Gpm/Sq Ft Gpm/Sq Ft Gpm Gpm Gpm Psi Psi Psi Psi Copyright(2020) Psi by Psi Hydronics Engineering 34119 Fremont B1, Suite 609 (800) 845-9819 MAXIMUM VELOCITY 9.7 F/S Page 1 4%PRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C:\RESDEN60\FPI2BURNINGNPB.RES PIPE BEG NO. END 1 1 2 2 2 3 FLOOD K -FACTOR Gpm FITTING TYPE 16.7 DIAMETER ------------------------------ q= 20.0 K= 4.90 L= Q= 20.0 F= LB F= Vel= 6.7 D= 1.101 TL= LENGTH C -FACTOR FTG FRI-LOSS TOTAL (Psi/Ft) Page 2 PRESSURE (Psi) ---------------------------------- 16.0 Pt 16.7 Pt 16.7 12.0 C= 150 Pe 0.0 Pv -0.3 28.0 0.0680 Pf 1.9 Pn 16.4 -------------------------------------- q= 0.0 K= 0.00 L= 5.0 Q= 20.0 F= 2B F= 10.0 Vel= 6.7 D= 1.101 TL= 15.0 Pt 18.5 Pt 18.5 Pt 18.5 C= 150 Pe 0.0 Pv -0.3 0.0680 Pf 1.0 Pn 18.2 Pt 19.6 3 q= 0.0 K= 0.00 L= 80.0 Pt 19.6 Pt 19.6 3 Q= 12.4 F= 8R4B4L F= 56.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.2 D= 1.101 TL= 136.0 0.0281 Pf 3.8 Pn 19.4 4 Pt 23.3 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 70.0 Pt 19.6 Pt 19.6 4 Q= 7.6 F= 8R4B4L F= 56.0 C= 150 Pe 0.0 Pv 0.0 Vel= 2.6 D= 1.101 TL= 126.0 0.0113 Pf 1.4 Pn 19.5 5 -------------------------------------------------------------------------- Pt 21.0 5 q= 0.0 K= 0.00 L= 10.0 Pt 21.0 Pt 21.0 5 Q= 7.6 F= L F= 7.0 C= 150 Pe 4.3 Pv 0.0 Vel= 2.6 D= 1.101 TL= 17.0 0.0113 Pf 0.2 Pn 20.9 6 -------------------------------------------------------------------------- Pt 25.5 4 q= 0.0 K= 0.00 L= 10.0 Pt 23.3 Pt 23.3 6 Q= 12.4 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.1 Vel= 4.2 D= 1.101 TL= 17.0 0.0281 Pf 0.5 Pn 23.2 7 Pt 28.2 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 150.0 Pt 25.5 Pt 25.5 7 Q= 7.6 F= 15R6B6LF= 87.0 C= 150 Pe 0.0 Pv 0.0 Vel= 2.6 D= 1.101 TL= 237.0 0.0113 Pf 2.7 Pn 25.5 7 -------------------------------------------------------------------------- Pt 28.2 7 q= 0.0 K= 0.00 L= 6.0 Pt 28.2 Pt 28.2 8 Q= 20.0 F= B2L F= 19.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.7 D= 1.101 TL= 25.0 0.0680 Pf 1.7 Pn 27.8 8 -------------------------------------------------------------------------- Pt 29.8 8 q= 0.0 K= 0.00 L= 7.0 Pt 29.8 Pt 29.8 9 Q= 20.0 F= 3R2LS F= 24.0 C= 150 Pe 3.0 Pv -0.3 Vel= 6.7 D= 1.101 TL= 31.0 0.0680 Pf 2.1 Pn 29.5 9 -------------------------------------------------------------------------- Pt 35.0 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL. Page 3 ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C:\RESDEN60\FPI2BURNINGNPB.RES 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 DOME L= 60.0 Pt 35.0 Pt 35.0 10 Q= 25.0 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.1 Vel= 4.5 D= 1.500 TL= 73.0 0.0228 Pf 1.7 Pn 34.8 10 Pt 38.8 -------------------------------------------------------------------------- 10 q= 0.0 K= 0.00 L= 10.0 Pt 38.8 Pt 38.8 11 Q= 25.0 F= G F= 1.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.7 D= 1.025 TL= 11.0 0.1457 Pf 1.6 Pn 38.1 11 -------------------------------------------------------------------------- Pt 40.4 -------------------------------------------------------------------------- -------------------------------------------------------------------------- Q= 25.0 <<< SOURCE >>> Pt 40.4 E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL. ENGINEERS : FIREPROOF FIRE PROTECTION ADDRESS : 1040 S. CYPRESS ST., SUITE D, LA HABRA, CA 90631 LICENSE : C16-876004 DESIGNER : FIREPROOF FIRE PROTECTION DATE : 09-11-2020 FILE : C:\RESDEN60\FP12BURNINGNPB.RES JOB NAME : 12 BURNING TREE LOCATION : 12 BURNING TREE, NEWPORT BEACH DESIGN DATA. DESIGN CRITERION: NFPA 13D MIN SPR FLOW : 13 Gpm AREA PER SPRINKLER : 256 Sq Ft TOTAL CALCULATED AREA : 512 Sq Ft TOTAL SPRINKLERS CALCULATED : 2 FLOW DATA. TOTAL SPRINKLER FLOW : 26.8 Gpm DOMESTIC DEMAND : 5.0 Gpm TOTAL WATER REQUIRED : 31.8 Gpm BASE OF RISER NODE 9 FLOW 31.8 Gpm PRESS 30.8 Psi gEpCH fkvks DEp1 NEVgpORT VEt1t10NON1S�ON FlAEP oiljG. 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 SPECIAL NOTES: SYSTEM IS CALCULATED TO WORK AT OR BELOW THE STATIC PRESSURE MINUS A 10% CUSHION. 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 6.0 - SUBMITTAL. Page 1 ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C:\RESDEN60\FPI2BURNINGNPB.RES SOURCE I STATIC 89 NODE ELEVATION K-FACTOR PRESSURE DISCHARGE NO. Feet ----------------'------------------------------------------- Psi Gpm 1 22.0 4.90 7.1 13.0 2 22.0 4.90 7.9 13.8 3 22.0 9.6 4 22.0 16.2 5 22.0 12.1 6 12.0 16.7 7 12.0 21.3 8 12.0 24.2 9 5.0 30.8 DOME 5.0 10 0.0 35.6 11 0.0 SOURCE 38.1 31.8 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 26.8 Gpm TOTAL DOMESTIC FLOW 5.0 Gpm TOTAL WATER REQUIRED 31.8 Gpm SPRINKLER SYSTEM PRESS 38.1 Psi FIXED PRESS LOSS 0.0 Psi MINIMUM SPRINKLER PRESS 7.0 Psi TOTAL PRESS 38.1 Psi Copyright(2020) PRESSURE REMAINING 58.0 Psi by PRESSURE REQUIRED 7.0 Psi Hydronics Engineering 34119 Fremont Bl, Suite 609 MAXIMUM VELOCITY 12.4 F/S (800) 845-9819 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL. Page 2 ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C:\RESDEN60\FPI2BURNINGNPB.RES 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= 4.90 L= 16.0 Pt 7.1 Pt 7.1 1 Q= 13.0 F= LB F= 12.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.4 D= 1.101 TL= 28.0 0.0307 P£ 0.9 Pn 6.9 2 Pt 7.9 -------------------------------------------------------------------------- 2 q= 13.8 K= 4.90 L= 5.0 Pt 7.9 Pt 7.9 2 Q= 26.8 F= 28 F= 10.0 C= 150 Pe 0.0 Pv -0.5 Vel= 9.0 D= 1.101 TL= 15.0 0.1169 Pf 1.8 Pn 7.4 3 Pt 9.6 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 80.0 Pt 9.6 Pt 9.6 3 Q= 16.6 F= SR4B4L F= 56.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.6 D= 1.101 TL= 136.0 0.0483 Pf 6.6 Pn 9.4 4 -------------------------------------------------------------------------- Pt 16.2 3 q= 0.0 K= 0.00 L= 70.0 Pt 9.6 Pt 9.6 4 Q= 10.2 F= 8R4B4L F= 56.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.4 D= 1.101 TL= 126.0 0.0195 Pf 2.5 Pn 9.6 -------------------------------------------------------------------------- 5 Pt 12.1 5 q= 0.0 K= 0.00 L= 10.0 Pt 12.1 Pt 12.1 5 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 12.0 6 Pt 16.7 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 10.0 Pt 16.2 Pt 16.2 6 Q= 16.6 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.2 Vel= 5.6 D= 1.101 TL= 17.0 0.0483 Pf 0.8 Pn 15.9 7 Pt 21.3 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 150.0 Pt 16.7 Pt 16.7 7 Q= 10.2 F= 15R6B6LF= 87.0 C= 150 Pe 0.0 Pv -0.1 Vel= 3.4 D= 1.101 TL= 237.0 0.0195 Pf 4.6 Pn 16.7 -------------------------------------------------------------------------- 7 Pt 21.3 7 q= 0.0 K= 0.00 L= 6.0 Pt 21.3 Pt 21.3 8 Q= 26.8 F= B2L F= 19.0 C= 150 Pe 0.0 Pv -0.5 Vel= 9.0 D= 1.101 TL= 25.0 0.1169 Pf 2.9 Pn 20.8 -------------------------------------------------------------------------- 8 Pt 24.2 8 q= 0.0 K= 0.00 L= 7.0 Pt 24.2 Pt 24.2 9 Q= 26.8 F= 3R2LS F= 24.0 C= 150 Pe 3.0 Pv -0.5 Vel= 9.0 D= 1.101 TL= 31.0 0.1169 Pf 3.6 Pn 23.7 -------------------------------------------------------------------------- 9 Pt 30.8 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL. Page 3 ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C:\RESDEN60\FPI2BURNINGNPB.RES 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 DOME L= 60.0 Pt 30.8 Pt 30.8 10 Q= 31.8 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.2 Vel= 5.8 D= 1.500 TL= 73.0 0.0356 P£ 2.6 Pn 30.6 10 Pt 35.6 -------------------------------------------------------------------------- 10 q= 0.0 K= 0.00 L= 10.0 Pt 35.6 Pt 35.6 11 Q= 31.8 F= G F= 1.0 C= 150 Pe 0.0 Pv -1.0 Vel= 12.4 D= 1.025 TL= 11.0 0.2273 Pf 2.5 Pn 34.5 11 -------------------------------------------------------------------------- Pt 38.1 -------------------------------------------------------------------------- -------------------------------------------------------------------------- Q= 31.8 <<< SOURCE >>> Pt 38.1 E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly HYDRONICS: FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL. ENGINEERS : FIREPROOF FIRE PROTECTION ADDRESS : 1040 S. CYPRESS ST., SUITE D, LA HABRA, CA 90631 LICENSE : C16-876004 DESIGNER : FIREPROOF FIRE DATE : 09-11-2020 FILE : C:\RESDEN60\FPI2BURNINGNPB.RES JOB NAME : 12 BURNING TREE LOCATION : 12 BURNING TREE, NEWPORT BEACH DESIGN DATA. DESIGN CRITERION: NFPA 13D MIN SPR FLOW : 20 Gpm AREA PER SPRINKLER : 400 Sq Ft TOTAL CALCULATED AREA : 400 Sq Ft TOTAL SPRINKLERS CALCULATED : 1 FLOW DATA. TOTAL SPRINKLER FLOW : 20.0 Gpm DOMESTIC DEMAND : 5.0 Gpm TOTAL WATER REQUIRED : 25.0 Gpm BASE OF RISER NODE 9 FLOW 25.0 Gpm PRESS 35.0 Psi SPECIAL NOTES: SYSTEM IS CALCULATED TO WORK AT OR BELOW THE STATIC PRESSURE MINUS A 10% CUSHION. 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 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 6.0 - SUBMITTAL. Page 1 ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C:\RESDEN60\FPI2BURNINGNPB.RES SOURCE I STATIC 89 NODE ELEVATION K -FACTOR PRESSURE DISCHARGE NO. Feet ----------------------------------------------------------- Psi Gpm 1 22.0 4.90 16.7 20.0 2 22.0 18.5 3 22.0 19.6 4 22.0 23.3 5 22.0 21.0 6 12.0 25.5 7 12.0 28.2 8 12.0 29.8 9 5.0 35.0 DOME 5.0 10 0.0 38.8 11 0.0 SOURCE 40.4 25.0 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 40.4 Psi FIXED PRESS LOSS 0.0 Psi MINIMUM SPRINKLER PRESS 16.7 Psi TOTAL PRESS 40.4 Psi Copyright(2020) PRESSURE REMAINING 65.3 Psi by PRESSURE REQUIRED 16.7 Psi Hydronics Engineering 34119 Fremont B1, Suite 609 MAXIMUM VELOCITY 9.7 F/S (800) 845-9819 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL. Page 2 ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C:\RESDEN60\FPI2BURNINGNPB.RES 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= 4.90 L= 16.0 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= 28.0 0.0680 Pf 1.9 Pn 16.4 -------------------------------------------------------------------------- 2 Pt 18.5 2 q= 0.0 K= 0.00 L= 5.0 Pt 18.5 Pt 18.5 2 Q= 20.0 F= 2B F= 10.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.7 D= 1.101 TL= 15.0 0.0680 Pf 1.0 Pn 18.2 -------------------------------------------------------------------------- 3 Pt 19.6 3 q= 0.0 K= 0.00 L= 80.0 Pt 19.6 Pt 19.6 3 Q= 12.4 F= 8R4B4L F= 56.0 C= 150 Pe 0.0 Pv -0.1 Vel= 4.2 D= 1.101 TL= 136.0 0.0281 Pf 3.8 Pn 19.4 4 Pt 23:3 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 70.0 Pt 19.6 Pt 19.6 4 Q= 7.6 F= 8R4B4L F= 56.0 C= 150 Pe 0.0 Pv 0.0 Vel= 2.6 D= 1.101 TL= 126.0 0.0113 Pf 1.4 Pn 19.5 5 Pt 21.0 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 10.0 Pt 21.0 Pt 21.0 5 Q= 7.6 F= L F= 7.0 C= 150 Pe 4.3 Pv 0.0 Vel= 2.6 D= 1.101 TL= 17.0 0.0113 Pf 0.2 Pn 20.9 -------------------------------------------------------------------------- 6 Pt 25.5 4 q= 0.0 K= 0.00 L= 10.0 Pt 23.3 Pt 23.3 6 Q= 12.4 F= L F= 7.0 C= 150 Pe 4.3 Pv -0.1 Vel= 4.2 D= 1.101 TL= 17.0 0.0281 Pf 0.5 Pn 23.2 -------------------------------------------------------------------------- 7 Pt 28.2 6 q= 0.0 K= 0.00 L= 150.0 Pt 25.5 Pt 25.5 7 Q= 7.6 F= 15R6B6LF= 87.0 C= 150 Pe 0.0 Pv 0.0 Vel= 2.6 D= 1.101 TL= 237.0 0.0113 Pf 2.7 Pn 25.5 7 Pt 28.2 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.00 L= 6.0 Pt 28.2 Pt 28.2 8 Q= 20.0 F= B2L F= 19.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.7 D= 1.101 TL= 25.0 0.0680 Pf 1.7 Pn 27.8 8 Pt 29.8 -------------------------------------------------------------------------- 8 q= 0.0 K= 0.00 L= 7.0 Pt 29.8 Pt 29.8 9 Q= 20.0 F= 3R2LS F= 24.0 C= 150 Pe 3.0 Pv -0.3 Vel= 6.7 D= 1.101 TL= 31.0 0.0680 Pf 2.1 Pn 29.5 -------------------------------------------------------------------------- 9 Pt 35.0 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL. Page 3 ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C: \RESDEN60\FP12BURNINGNPB.RES 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 DOME L= 60.0 Pt 35.0 Pt 35.0 10 Q= 25.0 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.1 Vel= 4.5 D= 1.500 TL= 73.0 0.0228 Pf 1.7 Pn 34.8 10 Pt 38.8 -------------------------------------------------------------------------- 10 q= 0.0 K= 0.00 L= 10.0 Pt 38.8 Pt 38.8 11 Q= 25.0 F= G F= 1.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.7 D= 1.025 TL= 11.0 0.1457 Pf 1.6 Pn 38.1 -------------------------------------------------------------------------- 11 Pt 40.4 -------------------------------------------------------------------------- -------------------------------------------------------------------------- Q= 25.0 <<< SOURCE >>> Pt 40.4 E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly hYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 6.0 - SUBMITTAL. ENGINEERS : FIREPROOF FIRE PROTECTION ADDRESS : 1040 S. CYPRESS ST., SUITE D, LA HABRA, CA 90631 LICENSE : C16-876004 DESIGNER : FIREPROOF FIRE DATE : 09-11-2020 FILE : C:\RESDEN60\FPI2BURNINGNPB.RES JOB NAME : 12 BURNING TREE LOCATION : 12 BURNING TREE, NEWPORT BEACH DESIGN DATA. DESIGN CRITERION: NFPA 13D MIN SPR FLOW : 13 Gpm AREA PER SPRINKLER : 256 Sq Ft TOTAL CALCULATED AREA . 512 Sq Ft TOTAL SPRINKLERS CALCULATED : 2 FLOW DATA. TOTAL SPRINKLER FLOW : 26.8 Gpm DOMESTIC DEMAND : 5.0 GPM TOTAL WATER REQUIRED : 31.8 Gpm BASE OF RISER NODE 9 FLOW 31.8 Gpm PRESS 30.8 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 SPRINKIER 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 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 SPECIAL NOTES: SYSTEM IS CALCULATED TO WORK AT OR BELOW THE STATIC PRESSURE MINUS A 10% CUSHION. 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 SPRINKIER 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 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 6.0 - SUBMITTAL. Page 3 ENGINEERS ADDRESS JOB : 12 BURNING TREE DATE: 09-11-2020 FILE: C:\RESDEN60\FPI2BURNINGNPB.RES 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 DOME L= 60.0 Pt 30.8 Pt 30.8 10 Q= 31.8 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.2 Vel= 5.8 D= 1.500 TL= 73.0 0.0356 Pf 2.6 Pn 30.6 10 Pt 35.6 -------------------------------------------------------------------------- 10 q= 0.0 K= 0.00 L= 10.0 Pt 35.6 Pt 35.6 11 Q= 31.8 F= G F= 1.0 C= 150 Pe 0.0 Pv -1.0 Vel= 12.4 D= 1.025 TL= 11.0 0.2273 Pf 2.5 Pn 34.5 it -------------------------------------------------------------------------- Pt 38.1 -------------------------------------------------------------------------- -------------------------------------------------------------------------- Q= 31.8 <<< SOURCE >>> Pt 38.1 E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly