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HomeMy WebLinkAboutF2019-0236 - CalcsBalbvB as GalGS en HYDR,ONICS: 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 : 09-29-2018 FILE : FP15TORREYPINESNPB JOB NAME : 15 TORREY PINES LOCATION : 15 TORREY PINES, 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 : 26.1 Gpm DOMESTIC DEMAND : 5.0 Gpm TOTAL WATER REQUIRED : 31.1 Gpm BASE OF RISER NODE 8 FLOW 31.1 Gpm PRESS 34.7 Psi F201q ` 023V 0 S -rwrte Pam's SPECIAL NOTES: 16x16 SYSTEM IS CALCULATED TO WORK BELOW A 10% CUSHION DEDUCTED FROM THE STATIC PRESSURE. 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. AUTHORITY HAVING JURISDICTION NEWPORT BEACH FIRE DEPT PHONE HYDRONI,CS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 1 ENGINEERS ADDRESS Date: 09-29-2018 File: C:\RESDEN57\FPI5TORREYPINESNPB.RES JOB : 15 TORREY PINES 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 4.0 Psi NODES 10 PIPES 9 SOURCE STATIC 70 NODE ELEVATION K -FACTOR PRESSURE DISCHARGE NO. Feet Psi Gpm ----------------------------------------------------------- 1 12.00 4.90 7.1 13.1 2 12.00 4.90 7.1 13.0 3 12.00 8.1 4 12.00 18.7 5 12.00 22.0 6 12.00 25.6 7 12.00 28.6 8 5.00 34.7 5.0 DOME 9 0.00 39.4 10 0.00 SOURCE 45.8 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 26.1 Gpm TOTAL DOMESTIC FLOW 5.0 Gpm TOTAL WATER REQUIRED 31.1 Gpm SPRINKLER SYSTEM PRESS 41.8 Psi WATER METER LOSS 4.0 Psi VALVE FIXED LOSS 0.0 Psi MINIMUM SPRINKLER PRESS 7.0 Psi TOTAL PRESS 45.8 Psi Copyright(2010) PRESSURE REMAINING 31.2 Psi by PRESSURE REQUIRED 7.0 Psi Hydronics Engineering 34119 Fremont B1, Suite 609 MAXIMUM VELOCITY 12.1 F/S (800) 845-9819 HYDRONI,CS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.7 - SUBMITTAL. Page 2 ENGINEERS ADDRESS Date: 09-29-2018 File: C:\RESDEN57\FPI5TORREYPINESNPB.RES JOB : 15 TORREY PINES PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. GPM FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 13.1 K= 4.900 L= 7.0 Pt 7.1 Pt 7.1 1 Q= 13.1 F= B F= 3.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.0 D= 0.874 TL= 10.0 0.0957 Pf 1.0 Pn 6.8 3 Pt 8.1 -------------------------------------------------------------------------- 2 q= 13.0 K= 4.900 L= 8.0 Pt 7.1 Pt 7.1 2 Q= 13.0 F= B F= 3.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.0 D= 0.874 TL= 11.0 0.0947 Pf 1.0 Pn 6.7 3 Pt 8.1 -------------------------------------------------------------------------- 3 q= 0.0 K= 0.000 L= 74.0 Pt 8.1 Pt 8.1 3 Q= 26.1 F= 7R3B F= 22.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.101 TL= 96.0 0.1114 Pf 10.7 Pn 7.6 4 Pt 18.7 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.000 L= 23.0 Pt 18.7 Pt 18.7 4 Q= 26.1 F= 2RL F= 7.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.101 TL= 30.0 0.1114 Pf 3.3 Pn 18.2 5 Pt 22.0 -------------------------------------------------------------------------- 5 q= 0.0 K= 0.000 L= 24.0 Pt 22.0 Pt 22.0 5 Q= 26.1 F= 4RL F= 9.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.101 TL= 33.0 0.1114 Pf 3.7 Pn 21.5 6 Pt 25.6 -------------------------------------------------------------------------- 6 q= 0.0 K= 0.000 L= 16.0 Pt 25.6 Pt 25.6 6 Q= 26.1 F= R21, F= 11.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.8 D= 1.101 TL= 27.0 0.1114 Pf 3.0 Pn 25.1 7 Pt 28.6 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.000 L= 7.0 Pt 28.6 Pt 28.6 7 Q= 26.1 F= 3R2LS F= 20.0 C= 150 Pe 3.0 Pv -0.5 Vel= 8.8 D= 1.101 TL= 27.0 0.1114 Pf 3.0 Pn 28.1 8 Pt 34.7 -------------------------------------------------------------------------- 8 q= 5.0 K= 0.000 L= 65.0 Pt 34.7 Pt 34.7 8 Q= 31.1 F= G4L F= 13.0 C= 150 Pe 2.2 Pv -0.2 Vel= 5.6 D= 1.505 TL= 78.0 0.0336 Pf 2.6 Pn 34.4 9 Pt 39.4 -------------------------------------------------------------------------- 9 q= 0.0 K= 0.000 L= 10.0 Pt 39.4 Pt 39.4 9 Q= 31.1 F= G F= 1.0 C= 150 Pe 0.0 Pv -1.0 Vel= 12.1 D= 1.025 TL= 11.0 0.2183 Pf 2.4 Pn 38.4 10 Pt 41.8 -------------------------------------------------------------------------- Meter = 4.0 -------------------------------------------------------------------------- 10 -------------------------------------------------------------------------- Q= 31.1 <<< SOURCE >>> Pt 45.8 E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly