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Home My WebLink About760 MACADAMIA DR; ; AS000157; Permit6/12/25, 2:24 PM AS000157 Permit Data Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: about:blank Fees($) 984.5 City of Carlsbad Sprinkler Permit Permit No: AS000157 760 MACADAMIA DR Status: SPRINK Applied Approved: 0 Issued: Inspector: QUALITY INN Owner: Add'I Fees ($) ··~···" ....•. Total($) 984.5 0 ISSUED 10/16/2000 11/27/2000 11/27/2000 I Balance ($) -···L- 0 1/1 Mudry & Associates Fi.re Protection Engineering (714) 373-5741 J.2752 Valley View Street Suite D, Garden Grove, California H i D R A U L I C C A L C U L A T I O N S C O V E R S H E E T QUALITY INN 760 MACADAMIA DRIVE, CARLSBAD, CALIFORNIA STATIC PRESSURE RESIDUAL PRESSURE RESIDUAL FLOW (psi) (psi) 1gpm) NUMBER OF BOOSTER PUMPS 0 MINIMUM FLOW PER SPRINKLER W A T E R 90 74 1256 SUPPLY BOOSTER P U M P S S P R I N K L E R S 8 MINIMUM PRESSURE PER SPRINKLER (gpm) (psi) 7 .11 "LOBBY 4 HEAD CALC" THIS SYSTEM OPERATES AT A FLOW OF 32. 86 gpm AT A PRESSfJRE OF 18. 26 psi AT THE: BASE: OF THE FI !it:R ( REF. PT. 50) PIPES USED FOR THIS SYSTEM 1n7 PVC BLUE BRUTE (150) 019 COPPER TYPE 'M' 009 BLAZEMASTER CPVC &100. &kl2H &100 &klOH Mudry & Associates Fire Protection Engineering (714) 373-5741 QUALITY INN 760 MACADAMIA DRIVE, CARLSBAD, CALIFORNIA "LOBBY 4 HEAD CALC" HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ J TEST AREA l [ ] TEST AREA 2 [ ] TEST AREA 3 [;(] REMOTE AREA Elevation of sprinklers Elevation above 1-vater test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 81 3.00 18.00 8.00 7 .11 82 3.00 18.00 8.00 7 .11 83 3.00 16.00 8. 43 7.90 84 3.00 16.00 8.43 7.90 THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR' S. [,<,] YARD HYDT. FLOW (1<) O,,,,,,.T,t,,,. tJ,e,,,,-,,,,/ IS THE FOLLOWING PRESSURES & FLOWS OCCUR STATIC PRESSURE RESIDUAL PRESSURE TOTAL SYSTEM FLOW AVAILABLE PRESSURE OPERATING PRESSURE PRESSURE REMAINING ---> AT REF. PT. 1 <--- 90.00 psi 74.00 psi AT 1256.00 482.86 gpm 87.28 psi AT 482.86 36.37 psi AT 482.86 50.90 psi gpm gpm gpm 32. 86 gpm 0.00 gpm 450.00 gpm THE ABOVE RESULTS INCLUDE 13.00 psi FRICTION LOSS AT REF. PT. # 5 FOR A [i() BACKFLOW PREVENTER [)<'] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE PAGE &100,. &kl OH Mudry & Associates Fire Protection Engineerin9 (714) 373-5741 QOALITY INN 760 MACADAMIA DRIVE, CARLSBAD, CALIFORNIA "LOBBY 4 HEAD CALC" PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T 1 /Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve =-----------==-===-----=----======-==------=========-=-----===============---==~-========----- FROM TO FLOW (9pm) 1 3 4 5 6 50 51 52 51 51 53 54 54 55 56 56 57 58 58 59 60 61 60 61 68 62 63 70 62 60 61 64 65 66 67 64 66 68 69 70 2 3 4 5 6 50 51 53 53 54 55 55 56 57 57 52, 59 59 60 61 62 63 68 69 69 70 71 71 63 64 65 66 67 62 63 65 67 81 82 83 482.86 482.86 282.86 32.86 32.86 32. 86 32.86 l.69 1. 69 14.19 16.98 15.88 0.53 16. 4 5 16. 41 0.01 16.44 16. 4 2 -0.05 16.48 16.38 5.85 5.38 7.59 8. 41 -0. 41 8.57 8.29 0. 14 0.10 3.04 2.59 2.89 2.74 2.82 2.81 0. 1 5 0. 07 8.00 8.00 8.43 PIPE DTS (ft) 257.00 169.00 90.00 21.00 85.00 37.00 34.00 85.00 75.00 10.00 57.0U 57.00 10.00 16.50 16. 50 10.00 3.50 3.50 10.00 6.25 6. 75 14.50 14.50 9.00 5.50 8.00 3.50 4.00 15.00 24.00 11.25 11. 25 10.00 35 3522 0 35 2222 3 25622 33 3 0 3 33 0 0 0 0 0 33 32 0 0 3 3 0 3 3 0 22 32 32 10.00 0 10.75 2 10. "IS 2 60.00322223 60.003222:::3 12.00 12.00 4. 25 32 322 EQV. (ft) 58.96 98.26 0.00 6.00 14.03 5.00 48. 4 6 6.02 3.01 0.00 5.01 5.01 10.01 0.00 0.00 0.00 0.00 0.00 10.01 12.02 12.02 0.00 0.00 5.01 5.01 0.00 5.01 5.01 0.00 14.03 12.02 12.02 0.00 0.00 7.01 7. 01 34.07 34.07 12.02 12.02 19.04 H-W PIPE C TYPE 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 107 107 107 19 19 19 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 DIA. (in) 7.980 7.980 7.980 2.009 2.009 2.009 2.003 0.884 0.884 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1. 109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 0.884 0.884 1.109 1.109 1.109 FRIC. (psi) 0.002 0.002 0.001 0.009 0.009 0.009 0.009 0.002 0.002 0.035 0.048 0.043 0.000 0.046 0.045 0.000 0.046 0.045 0.000 0.046 0.045 0.007 0.006 0.011 0.013 0.000 0. 014 0.013 0.000 0.000 0.002 0.001 0.002 0.002 0.002 0.002 0.000 0.000 0.012 0.012 0.013 ELEV. (psi) 0.000 1.300 0.000 0.000 0.000 1. 300 3. 4 67 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1. 733 1. 733 0.867 FROM (psi) 36.37 35.87 34.14 34.09 33.84 19. 94 18.26 14.03 13. 85 14.03 14.03 13. 67 11. 03 11. 03 11.02 10.28 10.28 10.27 10.12 10.12 10 .11 9.28 9.26 9.28 9.26 9.13 9. 19 9.19 9.07 9.19 9.28 9.26 9.24 9.23 9.22 9.22 9.24 9.22 9 .13 9 .13 9.07 TO (psi) 35.87 34.14 34.09 33.84 19. 94 18.26 14.03 13. 85 13.67 13.67 11. 03 11.02 11.02 10.28 10.27 10.27 10.12 10.11 10.11 9.28 9. 26 9.19 9. 19 9 .13 9.13 9.13 9.07 9.07 9.07 9.19 9.24 9. 23 9.22 9.22 9.19 9 .19 9.23 9.22 7 .11 7 .11 7. 90 DIFF (psi) 0.50 0. 4 3 0.05 0.25 13. 90 0. 38 0.76 0 .19 0. 1 7 0.36 3.00 2.65 Cl.01 0.75 0. 7 5 0.01 0.16 0.16 0.01 0.84 0.85 0 .10 0.08 0. 15 0 .14 0.01 0.12 0.12 0.00 0.00 0.05 0.03 0.02 0.01 0.03 0.03 0.01 0.00 0.29 0.29 0.31 &100 &klOH Mudry & Associates Fire Protection Engineering (714) 373-5741 QUALITY INN 760 MACADAMIA DRIVE, CARLSBAD, CALIFORNIA "LOBBY 4 HEAD CALC" PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4. 3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1-45 Elbow, 2-90 Elbow, 3-'T'/Cross, 4-Butterfly Valve, 5-Gate Valve, 6-Swing Check Valve ==========================================================-================================== FROM TO FLOW (gpm) 71 84 8. 4 3 Pl PE FITS ( fl) EQV. H-W PIPE (ft) C TYPE 322 19.04 150 9 DIA. (in) 1.109 FRIC. ELEV. (psi) (psi) 0.013 0.867 A MAX. VELOCITY OF 5.63 ft./sec. OCCURS BETWEEN REF. PT. 51 AND 54 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. Nortt1 Kingstown R.I. U.S.A. FROM (psi) 9.07 TO (psi) 7. 90 DIFF (psi I 0.31 \/✓ATER SUPPLY/DEMAND GR.6.PH QUALITY INN 760 MAC.i>.DAMl.6. DRIVE, C.i>.RLSBAD, C.i>.LIFORNIA "LOBBY 4 HEAD C.i>.LC" 150.00 140.00 130.00 120.00 p 110.00 R 100.00 E 90.00 ------------------s 80.00 ---------------0 s 70.00 u 60.00 R 50.00 E 40.00 30.00 2000 10.00 0.00 0 500 1000 1500 2000 0 Suppl•,•: 74.00 psi (~ 1255.00 gprn FLO\/✓ E£, De.nv:,nd Sprinkler-CALC 7 .2 Win Mudry & Associates Fire Protection Engineering (714) 373-5741 12752 Valley View Street Suite D, Garden Grove, California H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T QUALITY INN 760 MACADAMIA DRIVE, CARLSBAD, CALIFORNIA W A T E R SUPPLY STATIC PRESSURE (psi) 90 RESIDUAL PRESSURE (psi) 74 RESIDUAL FLOW (gpm) 1256 BOOSTER P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER MINIMUM PRESSURE PER SPRINKLER 1gpm) (psi) 10 11.11 "LOBBY 1 HEAD CALC" THIS SYSTEM OPERATES AT A FLOW OF 10.00 gpm AT A PRESSURE OF AT THE BASE OF THE RISER (REF. PT. 50) PIPES USED FOR THIS SYSTEM 107 PVC BLUE BRUTE (150) 019 COPPER TYPE 'M' 009 BLAZEMASTER CPVC &100 &U2H L1&l0O□&kl0H Mudry & Associates Fire Protection Engineering (714) 373-5741 QUALITY INN 760 MACADAMIA DRIVE, CARLSBAD, CALIFORNIA "LOBBY l HEAD CALC" HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [X] REMOTE AREA Elevation of sprinklers Elevation above water test. REF. PT. K 84 3.00 ELEV. ft 16.00 THE SPRINKLER SYSTEM FLOW IS FLOW gpm 10.00 PRESSURE psi 11.11 THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [)<] YARD HYDT. FLOW {)() l),,,-,,e~ft~ t)~,_,,.,,,I IS THE FOLLOWING PRESSURES & FLOWS OCCUR STATIC PRESSURE RESIDUAL PRESSURE TOTAL SYSTEM FLOW AVAILABLE PRESSURE OPERATING PRESSURE PRESSURE REMAINING ---> AT REF. PT. 1 <--- 90.00 psi 74.00 psi AT 1256.00 460.00 gpm 87.51 psi AT 4 60. 00 33.24 psi AT 4 60. 00 54.27 psi gpm gpm gpm 10.00 gpm 0.00 gpm 450.00 gpm THE ABOVE RESULTS INCLUDE 13.00 psi FRICTION LOSS AT REF. PT. # 5 FOR A [ I(] BACKFLOW PREVENTER [)(] METER [ ] DETECTOR CHECK VALVE [ ] OTHER DEVICE PAGE 1 --·-•·•·-··--~·-~- I i&lOO:-:&klOH Mudry & Associates Fire Protection Engineering (714) 373-5741 QUALITY INN 7 60 MACADAMIA DRIVE, CARLSBAD, CALIFORNIA "LOBBY 1 HEAD CALC" PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6-4.3 ' -' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1-45 Elbow, 2-90 Elbow, 3='T' /Cross, 4=Butterfly Valve, S=Gate Valve, 6-Swing Check Valve ============================================================================================= FROM TO FLOW PIPE FITS EQV. H-W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) I ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 460.00 257.00 35 58. 96 150 107 7.980 0.001 0.000 33.24 32.78 0.46 2 3 460.00 169.00 3522 98. 26 150 107 7.980 0.001 1.300 32.78 31. 09 0.39 3 4 260.00 90.00 0 0.00 150 107 7.980 0.001 0.000 31. 09 31. 05 0.05 4 5 10.00 21. 00 35 6.00 150 19 2.009 0.001 0.000 31.05 31. 02 0.03 5 6 10.00 85.00 2222 14.03 150 19 2.009 0.001 0.000 31. 02 17.92 13 .10 6 50 10.00 37.00 3 5.00 150 19 2.009 0.001 1. 300 17. 92 16.58 0.04 50 51 10.00 34.00 25622 48.46 150 9 2.003 0.001 3. 467 16.58 13. 03 0.08 51 52 0.52 85.00 33 6.02 150 9 0.884 0.000 0.000 13. 03 13.01 0.02 52 53 0.52 75.00 3 3.01 150 9 0.884 0.000 0.000 13.01 12.99 0.02 51 53 4.32 10.00 0 0.00 150 9 1. 109 0.004 0.000 13.03 12.99 0.04 51 54 5 .17 57.00 3 5.01 150 9 1.109 0.005 0.000 13.03 12.70 0.33 53 55 4.83 57.00 3 5.01 150 9 1.109 0.005 0.000 12.99 12.70 0.29 54 55 0.16 10.00 33 10.01 150 9 1.109 0.000 0.000 12.70 12.70 0.00 54 56 5.00 16.50 0 0.00 150 9 1. 109 0.005 0.000 12.70 12.61 0.08 55 57 5.00 16.50 0 0.00 150 9 1.109 0.005 0.000 12.70 12.61 0.08 56 57 0.00 10.00 0 0.00 150 9 1.109 0.000 0.000 12. 61 12.61 0.00 56 58 5.00 3.50 0 0.00 150 9 1.109 0.005 0.000 12.61 12. 60 0.02 57 59 5.00 3.50 0 0.00 150 9 1. 10 9 0.005 0.000 12.61 12.60 0.02 58 59 -0.03 10.00 33 10.01 150 9 1.109 0.000 0.000 12.60 12.60 -0.00 58 60 5.03 6.25 32 12.02 150 9 1.109 0.005 0.000 12.60 12.50 0.09 59 61 4. 97 6. 75 32 12.02 150 9 1.109 0.005 0.000 12.60 12.50 0.09 60 62 3. 16 14. 50 0 0.00 150 9 1.109 0.002 0.000 12.50 12.47 0.03 61 63 3.48 14.50 0 0.00 150 9 1.109 0.003 0.000 12.50 12.47 0.04 60 68 0.19 9.00 3 5.01 150 9 1.109 0.000 0.000 12.50 12.50 0.00 61 69 -0.19 5.50 3 5.01 150 9 1.109 0.000 0.000 12.50 12.50 -0.00 68 69 0.19 8.00 0 0.00 150 9 1.109 0.000 0.000 12.50 12.50 0.00 62 70 3.85 3.50 3 5.01 150 9 1.109 0.003 0.000 12.47 12.45 0.03 63 71 6.15 4.00 3 5.01 150 9 1.109 0.007 0.000 12.47 12.40 0.07 70 71 3.85 15.00 0 0.00 150 9 1.109 0.003 0.000 12.45 12.40 0.05 62 63 0.80 24.00 22 14.03 150 9 1.109 0.000 0.000 12.47 12.47 0.01 60 64 1. 68 11. 25 32 12.02 150 9 1.109 0.001 0.000 12.50 12.49 0.02 61 65 1. 68 11. 25 32 12.02 150 9 1.109 0.001 0.000 12.50 12. 4 9 0.02 64 66 1. 61 10.00 0.00 150 9 1.109 0.001 0.000 12. 4 9 12.48 0.01 65 67 1. 75 10.00 0 0.00 150 9 1.109 0.001 0.000 12.49 12.48 0.01 66 62 1. 4 9 10.75 2 7.01 150 9 1. 10 9 0.001 0.000 12.48 12.47 0.01 67 63 1. 87 10.75 2 7.01 150 9 1.109 0.001 0.000 12.48 12.47 0.01 64 65 0.07 60.00322223 34.07 150 9 0.884 0.000 0.000 12. 49 12. 4 9 0.00 66 67 0.12 60.00322223 34.07 150 9 0.884 0.000 0.000 12.48 12.48 0.00 68 81 0.00 12.00 32 12.02 150 9 1.109 0.000 1.733 12.50 10. 77 0.00 69 82 0.00 12.00 32 12.02 150 9 1.109 0.000 1. 733 12.50 10.77 0.00 70 83 0.00 4.25 322 19.04 150 9 1.109 0.000 0. 867 12. 4 5 11. 58 -0.00 &JOO &klOfl Mudry & Associates Fire Protection Engineering (714) 373-5741 QUALITY INl, 760 MACADAMIA DRIVE, CARLSBAD, CALIFORNIA "LOBBY 1 HEAD CALC" PAGE 3 FITTING Equivalent Length per NFPA 13 1994, 6-4. 3 '-' Indicate$ Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, 5=Gate Valve, 6=Swing Check Valve FROM TO FLOW (gpm) 71 84 10. 0(1 PI PE FITS (ft) EQV. H-W PIPE (ft) C TYPE 19.04 150 9 DIA. (in) 1.109 FRIC. (psi) 0.018 ELEV. (psi) 0.867 A MAX. VELOCITY OF 3.32 ft./sec. OCCURS BETWEEN REF. PT. 71 AND 84 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. E'ROM (psi) 12. 4 0 TO (psi) 11.11 DIFF (psi) 0.42 WATER SUPPLY/DEMAND GRAPH QUl'>.LITY INN 760 MACADAMIA DRIVE, CARLSBAD, CALIFORNIA "LOBBY 1 HEAD CALC" 150.00 140.00 130.00 120.00 p 110.00 R 100.00 E 90.00 ----...._ s 80.00 ----------------0 s 70.00 u 60.00 R 50.00 E 40.00 30.00 20.00 10.00 0.00 0 500 1000 2000 0 Supply 74.00 p,,i @ 125E; IJO gpm FLOW Sprinkler-CALC 7.2 Win FROM: MUDRY AHD ASSOCIATES FAX NO. 1714373S781 Mudry & Aoeociates F.i "" Prote<'t inn Engineering (714) 373-57 41 12752 Val.l~y View Str~et ~uite D, Ca!'den Grove, ca11:ro:rni11 H Y D R A U L I C C A L C O L A T I O N S C O V E R S H E E T Nov. 27 2000 11:25AM P2 QUALITY INN 760 MACADAMIA DRIVE, CARLSBAD, CALlFORNIA W A T P. R S U P ~ L Y "two HEAD CAL'C" STATIC E'RESSURE RESIDUAL PRESSURE RJ::SIDUAL FLOW cpsl.) (poi) (9pm) 90 74 1256 B O O S T E R P U M P S NlJMBJ::R OF BOOSTER PUMPS 0 S P R I N K L ~ R S MINIMUM FLOW PER SPRIN~LER MINIMUM PRESSURE PER SPRINKLER -:·c•1 t,·1--, 71 .,-,--,-,-----..; cr;isiJ • 16 .oo· '· ' THIS SYSTEM OPERA!l'ES AT A FLOW OF' 43 i53 gpm A'J' A PRESSURE OE' ~ B. 00 psi AT THE BAS& OF THE !USER '(Rr.F, PT: • 7) , PIPES USED FOR THIS SYSTEM ==;.---=======-=-====...,.-...... -------------11•'""' 107 PVC BLUE BRUTE (150) 019 COPPER TYPE 'M' 009 BLAZEMASTER CPVC Cl&100□&k12H FROM: MUDRY AND ASSOCIATES G&J0o!:,&kl0H FAX NO. : 1714373S781 Nov, 27 2000 11:26AM P4 Mudry & Aasociates Fi.l:e P,·otection Engineering (714) 373-5•141 QUI\LITY INN 760 MACADAM1A DRIVE, CARLSBAD, CI\LH'ORNII\ •two HEAD CAL'C" l'AGE 2 FITTING Equival~nt Length per NFPA 13 1994, 6-4,3 '-' Indicates Equivslsnt Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2•90 Elbow, 3~'T'/Cross, 4=Butterfly Valve, s-Gate V$1ve, 6•Swing Check Valve -~-----===-•==1"11'""'========--=====-..... •--•••••w.a __ .,,.,,,..,..,,,...,.. ........ -=== ... -=--.. ~~======•,..----.. •--- FROM TO FLOW PIPE: FITS EQV. H-li PIPE DIA. FRIC, ELE:V, l'ROl'I TO DIFF ( gp,'11) (ft) (ft) C TYPE (1n) (psi) (psi) !psi) (psi) (psi) 1 2 493.53 2~7.00 35 58,96 l.50 10·1 7.980 0.002 0.000 68.83 68,30 0.53 2 3 493.53 169.00 3522 98.7.6 150 107 7.980 0.002 1.300 68.30 66.56 o.u 3 4 293.53 90.00 0 0.00 150 107 7.980 0.001 0.000 66.56 66.50 0,06 4 5 43,S3 21.00 35 6,00 150 l. 9 2. 009 0.015 0.000 66.SO 66.09 • 0.41 5 6 43. 53 85.00 2222 14.03 150 19 ?..009 0,01!> 0.000 66.09 51.Si U.52 6 7 43.53 146.00 2 3,51 150 19 2.009 O.Ol.5 1.300 51.57 48.00 2,28 7 10 43.53 51.00 6222 47.P 150 9 2.003 0.016 4,333 4B.OO 42,14 1,53 10 ll 43.53 18,00 3 8.01 150 9 1,60?. 0.046 7.800 42.14 33.14 1.20 11 12 22.18 3.00 3 5.01 J.50 9 1.109 0.0"79 0,000 33.14 32.50 0.63 11 31 21.36 2.00 3 S,..Ol 150 9 J .109 0.074 0.000 33.14 32.62 0.52 31 13 21.36 s.oo 0 o.oo 150 9 1 :1M ·-1l: ma·· o:-o'ott • ""32:~"·jz:·25 ...... o. 31 13 32 o.oo ,.4·.-75 0 0.00 -]JiO ,.,, 9. -" l.,lQ9 .... L O. 000 O.OQ,Q ;2.2~, 32~ o.oo n 33 0-00 io.oo 0 0.00 150 • 9 ·1.id9 --0.000 o.ooli''-'• :Z.2S'' '32 :· .11 106. 00 12 34 o.oo 4.75 0 0.00 BO 9 1.109 0.000 0.000 32.50 32.50 o.oo 34 35 0.00 10.00 0 o.oo 150 9 1.109 0.000 0.000 32.50 32.50 0.00 12 13 1.61 121. 00 3333 ·• l:2 :'d3' 150''' 9' o. a,a4 , 0 .. 002 0.000 32.50 32.25 0.25 12 14 20,57 '67,00 • '•33--• 6:'02 150. ' 9 0.884 • ·o .-200 0.000 32,50 17.31 15.19 13 15 22.97 55,!;0 3, 3.01 150 9 0 .. 8.84 ,o,~_55" ,0 .. 9-00 •c .. ,32.2s 17,32 14.93 14 15 -1.03 1.50 3 J. 01· 150 9 0.884 O.ii'Ol "'0,00!r -17,31 17, 3,Z .. ,. -o .,01 l !, 21 21.93 0.50 3 3.01 150 9 0.884 0.234 0.000 17.32 16.SO'"· 0:02 14 22 21.60 2 ,.75 I 3 3.01 lbO 9 0.884 0 ,228, ,o -,ooo 17.31 16.00 1.31 ~ -~ ·:: ~1. : j_; ::::·-,,:!:,:_:( -:..r,-I.' A MAX. VE!AlCIT-:t OF 12 ft,/sec. OCCURS' BETWEEN REF. PT·. 13 Al1b lS "' '"•'''C'70,:,•,;;-:•;'-' ,:•'<: Sprinkler-CALC Relaasa 7.2 Win :·-:•.'j:i.) By Walsh inginQering r.nc_ ' -' 3 :j North Kingstown R.I. [J.S.A. )S_/' :•·_, . ::, _\ .. :;·:- ,•'1 FROM: MUDRY AND ASSOCIATES C!&lOO: l&ltlOH FAX ND. 17143735781 Nov. 27 2000 11:26AM P3 Mudry & Assoc.i.~tes r·1.rc Prot eel: ion Engineering (714) :➔73-5? 41 QUALITY lNN 760 MI\CADAMIA DRIV£, CARLSBAD, r.ALIFORNlA "two HEAD CAL'C'' HYDRAUL1C CALCULATJONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATJNG IN: [ ) TEST AREA l [ ] TEST AREA 2 [ ] • TEST Al\Ell 3 [I{) REMOTE AREJI Elevation of Gprinklers = Elevation above water test. RE:F. PT. 21 22 K 5. 40 S,40 ELEV. <t 34.00 34.00 THE SPRINKLER SYSTEM FLOW IS FLOW gpm 21. 93 21. 60 16.50 16.00 43.53 gpm l'AGE l ...... ----•-· ......... ---........•• .__..__.._ __ .-......to.1 ... .-.-..... .... ,.;. ___ _ AT RE!:ERENCE POINT NO. 1. IS O. 00 gprn THE OUTSIDE HOSE FLOW [ J THE INSIDE '.HOSE:·· [ J YARD HYDT, FLOW ··1· ;·::[ l RACK SPKf::.R·'~.~~1:·. • .. '1_,· 'r~:--·:L \'o~• 2-.-,.r·< 1~ "25"1< IS 450.00 gp1U " (, :_, --" -.-- THE STATIC PRESSURE RESIDUAL PRESSURE TOTAL SYSTEM FLOW • AVAILABLE PRESSURE OPERATING PRESSURE PRESSURE REMAINING FOLLOWING PRESSURES & >~.OWS OCCUR ---> AT REF. PT. 1 <---\_ -~ ·-·. . ', '!jQ. 01) p:af ,~ I '. 74.00 p:;i ,llT 12s6 .. op gpm 493,53 gpm R1.16 psi AT 493.53 11pm 68 . 8 :l p~i AT ~?3, St gpm 18,33 psi :o .:-::. '1.:-, THE I\BOVE RESULTS INCLUDE 13. 00 psi FRJCT.ION LOSS At. REF. PT. # BltCKl:LOW PREVENTER DETECTOR CREC~ VALVE [ l l l METER OTHER !)€VICE ",'C" ·:i ,,~ .. ~: F' 5 FOR A FROM MUDRY AND ASSOCIATES FAX NO. 17143735781 Nov. 27 2000 11:27AM PS WATER SUPPLY/DEMAND GRAPH QUALITY INN 760 MACADAMIA DRIVE. CARLSBAD, DllUFOANIA •iwo HEAD CAL'C" 150.00 140.00 130.00 120.00 .p 110.00 R 100.00 E 90.00 -s 80.00 s 70.00 e u 60.00 R 50.00 E 40.00 30.00 20.00 \.',::ii,,. :-::1-; ---•( r·~ 1 l ~ 27AM p~; 10.00 ·--" --·--~- 0.00 0 . 500. 1000 1500"' _ :, . =·· 2000 Q Supply. 74.00 psi @1256.□0gpm FLOW EE) Demand: 68.83 psi @ 493.53 gpm • Mudry & Associates Fire Protection Engineering (714) 373-5741 12752 Valley View Street Suite D, Garden Grove, Californj_a H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T QUALITY INN 760 MA.CADAMIA DRIVE, CARLSBAD, CALIFORNIA W A T E R S U P P L Y STATIC PRESSURE (psi) 90 RESIDUAL PRESSURE (psi) 7 4 RESIDUAL FLOW 12 5 6 BOOST~R P U M P S NUMBER OE' BOOSTEf< PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER MINIMUM PRESSUFE PER SPRINKLER (gpm) (psii 22 16.60 "ONE HEAD Cl21.L l C" THIS SYSTEM OPERATES AT A FLOW OF AT THE BASE OF THE RISER (REF. PT. 22.00 gpm AT A PRESSURE OF 34.93 psi 7) PIPES USED FOR THIS SYSTEM 107 PVC BLUE BRUTE (150) 019 COPPER TYPE 'M' 009 BLAZEMASTER CPVC &100 &kl?H 150.00 140.00 130.00 12000 P 110.00 R 100.00 E 90.00 S 80.00 S 70.00 U 60.00 R 50.00 E 40.00 30.00 20.00 1000 0.00 0 W.6,TER SUPPLY/DEMAND GRAPH QUALITY INN 760 MACADAMIA DRIVE, CARLSBAD. CALIFORNIA "ONE HEAD CAL'C" 500 1000 1500 2000 0 Supply: 7 4 00 psi @ 1256 00 gpm FLOW ffi Demand. 52.t;S p.:i (~J 472-00 gpm Sprinkler-CALC 7.2 Win &100 &kl0/-l Mudry & Associates Fire Protection Engineering (714) 373-5741 Qli/l.LITf Hill 761) MACADAMIA DRIVE, CARLSBAD, CALIFORNIA "ONE HEAD ClU,'C" FITTING Equivalent Length per NFPA 13 1994, 6-4. 3 '-' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1=45 Elbow, 2=90 Elbow, 3='T'/Cross, 4=Butterfly Valve, S=Gate Valve, 6=Swing ChE ======== = ---~. ,==== -----s --== --=~--·..:.=·--'-"== ===-= =========== ·-· ======= =========== = ===== ====== == === --· FROM TO FLOW PIPE FITS (ft) 1 ;~ 2 3 3 4 4 5 5 6 6 7 7 10 10 11 11 12 11 31 31 1.3 13 32 32 33 12 34 34 35 12 13 12 14 13 15 14 15 15 21 14 22 (gpm) 472.00 2~,7.0(1 472.0C! 169.0U 272.00 90.00 22.00 21.00 22.00 85.00 22.00 146.00 22.00 22.00 11. 05 10.92 10.92 0.00 0.00 0. 00 0.00 '.)1. 00 18.00 3.00 2.00 5.00 4.75 10.00 4.75 10.00 0.86 124.00 10.22 67.00 11.78 55.',0 10.22 1.50 22.00 0.50 0.00 2.75 0 35 2222 2 6222 3 3 3 0 0 0 0 0 3333 33 3 3 3 EQV. H-W PIPE (ft) C: TYPE 58.96 %.26 0.00 6.00 14.03 3.51 47 .17 8.01 5.01 5.01 0.00 0.00 0. 00 0.00 0.00 12.03 6.02 3.01 3.01 3.01 3.01 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 107 107 107 19 19 19 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 DIA. (in) 7.980 7. 980 7.980 2.009 2.009 2.009 2.003 1. 602 1.109 1.109 1.109 1.109 1.109 1.109 1. 109 0.884 0.884 0.884 0.884 0.884 0.884 FRIC. ELEV. (psi I (psi I 0.002 0.002 0.001 0.004 0.004 0.004 0.004 0.013 0.022 0.021 0.021 0.000 0.000 0.000 0.000 0.001 0.057 0.074 0.057 0.236 0.000 0.000 1. 300 0.000 0.000 0.000 1.300 4.333 7.800 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 A MAX. VELOCITY OF 11.49 ft./sec. OCCURS BETWEEN REF. PT. 15 AND 21 Sprinkler-CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FROM (psi) 52.66 52. 16 50.47 50.42 50.30 36.87 34.93 30.15 22.02 22.02 21. 87 21. 76 21.76 21. 84 21. 8 4 21.84 21. 84 21.76 17 .68 17 .42 17.68 TC (ps ':i? .• 50. 1; o0.4 50. :, 36.8 34.9 30. L 22. o: 21.84 21. 87 21. 76 :z l. 7 6 21. 76 21. 8 4 21. 84 21. 76 17. 68 17. 4 2 17.42 J. 6. f,() 17. 68 &100 &ki0H • Mudry & Associates Fire Protect ic,n Engineering (714) 373-5741 QUALITY INN 760 MACADAMIA DRIVE, (:,~RLSBAD, CALifORNlA "ONE HEAD CAL'C" HYDRAULIC CALCULATIQt,JS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ XJ TEST AREA 1 [ l TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREi\ Elevation of sprinklers Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 21 5.40 34.01] 22.00 16.60 THE SPRINKLER SYSTEM FLOW IS THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS [ ] THE INSIDE HOSE [ ] RACK SPKLR' S. [X] YARD HYDT. FLOW (x) Oomes/,~ r10...,, IS THE FOLLOWING PRESSURES & FLOWS OCCUR ---~ AT REF. PT. 1 <--- STATIC FRESSIJhE 90.00 psi RESIDUAL PRESSURE 74.00 psi AT 1256.00 gpm TOTAL SYSTEM FLOW 4 72. 00 gpm AVAILABLE PRESSURE 87.39 psi AT 4 72. 00 gpm OPERATING PRESSURE 52.66 psi AT 4 72. 00 gpm PRESSURE REMAINING 34. 73 psi THE ABOVE RESULTS INCLUDE Ll. 00 psi FRICTION LOSS AT REF. [)l] BACKFLOW PP.EVENTER METER l ] DETECTOR CHECK VALVE OTHER DEVICE 22.00 gpm 0.00 gpm 450.00 gpm PT. # 5 fOR !'-.