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3421 VIA MONTEBELLO; ; AS140124; Permit
5/2/24, 3:22 PM AS140124 Permit Data City of Carlsbad Sprinkler Permit 3421 VIA Job Address: MONTEBELLO Permit Type: SPRINK Parcel No: 2230507200 Lot #: 0 Permit No: AS140124 Status: ISSUED Applied 5/29/2014 Approved: 5/30/2014 Reference No.: Issued: 5/30/2014 PC #: Inspector: Project Title: LA COSTA TOWN HOMES BLDG 18, ONE PLAN CHECK FEE FOR BLDG 16,17,18,20,&23 Applicant: PARAMOUNT FIRE SYSTEMS, INC P.O. BOX 713194 SANTEE, CA 619-562-6247 PROPERTY DEVELOPMENT CENTERS L L C C/O SAFEWAY INC 5918 STONERIDGE MALL RD PLEASANTON CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 270 0 270 0 about:blank 1/1 rr - VILE COPY FIRE S YS TEMS, INC LA COSTA TOWN SQUARE BUILDING 18/Petco Carlsbad, CA, AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Remote Area 1 Sales Floor: Remote Area 2 Pre-Sales Area: Water Flow Data Backflow Data 0 k ~6 ~Lk Density .20/1500 -. BLDG 18 Density :30/Entire Area 3421 VIA MONTEBELLO AS140124 These plans have heeit reviewed ioi anpareni cotiipliancc I with the cutlent applicthle codes and standards in kucC Ili the torisiii4:Itt1. The owner or contraclot may utiii,.c this rev:etv in support of an application lot a htiiidittm lrtl1tt t ith the express utidcrstattditig that (Ills let iew in no way relites the owttet 01 contractor or their piofessottaI engineer or architect for Solerespoimethility I till cotnpl iance with said codes and standards. IIIL liiditte the building, code or for any responsihilty for ((CI ICiCt(CiCS. errors. ottlissloilS or t(egli!ence ill these plans whether or not noted in this review. I )ate; 5 /77 /1 41 Reviewer: 04-1 MA lE('()MMENi) APPROVAl. Rl(O.\lMENl) APPR()VAl.AS NOTEI) P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 1; BUILDING 18 SALESFLOOR REMOTE AREA: HAZARD: LH OH-1 OH-11 X EH-1 EH-II RES NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 130 SQ. FT. USED; 130 SQ. FT. ALLOWED. MANUFACTURER: TYCO MODEL TYPE . K-FACTOR SIZE DEGREE QTY TY3131 SSU 5.6 1/2 200 4 TY3131 SSU 5.6 1/2 155 1 TY4151 SSU 8.0 3/4 155 98 1Y4151 SSU 8.0 3/4 286 22 TY3231 SSP 5.6 1/2 155 17 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1500 S.F. END SPRINKLER: 26.0 GPM @ 10.6 PSI. NO. OF SPRINKLERS FLOWING: 16 HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 465.3 GPM @ 46.4 PSI AT PUMP DISCHARGE NA GPM@ NA PSI AT SOURCE 715.3 GPM @ 86.0 PSI I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/22/2014AS5 DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 106.2 104.4 1663.0 105.8 715.3 86.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 715.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 465.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 86.0 715.3 Ui 283.0 - - - - 86.0 02 309.0 74.7 U3 327.0 - - - - 66.9 04 324.0 - - - - 53.1 - - - U5 321.3 - - - - 54.3 B2 319.0 - - - - 55.3 Bi . 318.0 - - - - 55.6 - - - 06 323.0 - - - - 53.4 U7 323.0 - - - - 53.4 08 305.0 - - - - 61.2 U9 333.5 - - - - 48.9 B7 334.0 - - - - 48.7 B6 334.0 - - - -. 48.7 - - - U1O 339.0 - - - - 46.4 011 343.0 - - - - 44.6 - - - U12 345.0 - - - - 43.7 - - - U13 343.0 - - - - 44.5 B23 339.0 - - - - 46.2 - - - 014 339.0 - - - - 46.2 015 337.0 - - - - 46.7 . - - - BiB 331.0 HOSE STREAM 48.8 250.0 B20 329.0 - - - - 49.8 B25 307.0 - - - - 59.9 B9 338.0 - - - - 46.7 B8 338.0 - - - - 46.7 DPi 285.0 - - - - 85.1 RP1IN 290.0 - - - - 82.9 RP100T 290.0 - --- 67.9 DP2 285.0 - - - - 70.0 - - - DP3 327.0 - - - - 66.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RP2IN 332.0 - - - - 64.7 RP20UT 332.0 - - - - 49.7 DP4 327.0 - - - - 51.9 - - - P11 329.0 - - - - 49.1 - - - P12 329.0 - - - - 48.8 D23 327.5 - - - - 48.3 - - - BR18 331.5 - - - - 46.4 - - - TOR 341.3 - - - - 38.6 - - - 1 349.2 - - - - 28.1 2 349.2 - - - - 26.7 3 349.2 - - - - 25.4 - - - 4 349.2 - - - - 24.6 5 349.2 - - - - 23.7 6 349.2 - - - - 23.5 7 349.2 - - - - 23.0 8 349.2 - - - - 22.8 9 349.2 - - - - 22.5 - - - 10 349.2 - - - - 22.4 - - - 11 349.2 -• - - - 22.3 - - - 12 349.2 - - - - 22.2 13 349.2 - - - - 22.2 - - - 13A 349.8 - - - - 21.9 - - - 14 351.1 - - - - 20.7 - - - 15 351.1 - - - - 20.6 16 351.1 - - - - 20.4 17 351.1 - - - - 20.0 - - - 18 351.1 - - - - 19.3 - - - 19 351.1 - - - - 18.2 20 351.1 - - - - 17.4 21 351.1 - - - - 16.7 - - - 22 . 351.1 - - - - 16.7 23 351.8 - - - - 13.1 101 351.8 K= 8.00 13.5 29.4 102 . 351.8 K= 8.00 12.9 28.7 103 351.8 K= 8.00 12.7 28.5 104 351.8 K= 8.00 12.7 28.6 105 351.8 K= 8.00. 13.0 28.8 106 351.8 K= 8.00 14.6 30.6 107 351.8 K= 8.00 13.4 29.2 108 351.8 K= 8.00 12.7 28.5 109 351.8 K= 8.00 12.6 28.4 110 351.8 K= 8.00 12.6 28.4 111 351.8 K= 8.00 12.8 28.6 112 351.8 K= 8.00 10.6 26.0 113 351.8 K= 8.00 14.8 30.7 114 351.8 K= 8.00 14.3 30.3 115 351.8 K= 8.00 14.3 30.2 116 351.8 K= 8.00 14.3 30.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/22/2014A55 DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 715.3 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 86.0 (N/A) 2.1 150 FTG ---- PE 0.0 Ui 283.0 0.0 86.0 0.0 0.000 TL 25.00 PV Pipe: 2 277.1 11.938 PL 465.00 PF 0.0 01 283.0 0.0 86.0 0.0 0.8 150 FTG ---- PE -11.3 02 309.0 0.0 74.7 0.0 0.000 TL 465.00 PV 277.1 16.876 PL 552.00 PF 0.0 0.0 74.7 0.0 0.4 150 FTG T2L PE -7.8 0.0 66.9 0.0 0.000 TL 781.68 PV 277.1 9.514 PL 20.00 PF 0.0 0.0 66.9 0.0 1.3 150 FTG TG PE 0.0 0.0 66.9 0.0 0.000 TL 108.00 PV 277.1 10.520 PL 5.00 PF 0.0 0.0 66.9 0.0 1.0 140 FTG L FE -2.2 0.0 64.7 0.0 0.000 TL 31.00 PV FIXED PRESSURE LOSS DEVICE 0.0 64.7 0.0 15.0 psi, 277.1 gpm 0.0 49.7 0.0 277.1 10.520 FL 5.00 PF 0.0 0.0 49.7 0.0 1.0 140 FTG L PE 2.2 0.0 51.9 0.0 0.000 TL 31.00 PV 277.1 9.514 PL 138.00 PF 0.0 0.0 51.9 0.0 1.3 150 FTG LG PE 1.3 0.0 53.1 0.0 0.000 TL 172.00 PV 129.4 7.758 PL 67.00 PF 0.0 0.0 53.1 0.0 0.9 150 FTG G FE 1.2 0.0 54.3 0.0 0.000 TL 74.00 PV 129.4 7.758 FL 106.00 PF 0.0 0.0 54.3 0.0 0.9 150 FTG LG PE 1.0 0.0 55.3 0.0 0.000 TL 135.00 PV 129.4 7.758 PL 214.00 PF 0.0 0.0 55.3 0.0 0.9 150 FTG 2LG PE 0.4 0.0 55.6 0.0 0.000 TL 265.00 PV 129.4 7.758 PL 457.00 PF 0.1 0.0 55.6 0.0 0.9 150 FTG LG FE -2.2 0.0 53.4 0.0 0.000 TL 486.00 PV Pipe: 3 02 309.0 U3 327.0 Pipe: 4 U3 327.0 DP3 327.0 Pipe: 5 DP3 327.0 RP2IN 332.0 Pipe: 6 RP2IN 332.0 RP200T 332.0 Pipe: 7 RF200T 332.0 DP4 327.0 Pipe: 8 DP4 327.0 U4 324.0 Pipe: 9 04 324.0 05 321.3 Pipe: 10 05 321.3 B2 319.0 Pipe: ii B2 319.0 Bi 318.0 Pipe: 12 Bi 318.0 06 323.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA i-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 129.4 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 53.4 0.0 0.9 150 FTG TLG PE 0.0 U7 323.0 0.0 53.4 0.0 0.000 TL 176.00 PV Pipe: 14 438.3 9.514 PL 55.00 PF 0.1 Ui 283.0 0.0 86.0 0.0 2.0 150 FTG TG PE -0.9 DPI 285.0 0.0 85.1 0.0 0.001 TL 143.00 PV Pipe: 15 438.3 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 85.1 0.0 1.6 140 FTG L PE -2.2 RP1IN 290.0 0.0 82.9 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 82.9 0.0 15.0 psi, 438.3 gpm RP10UT 290.0 0.0 67.9 0.0 Pipe: 17 438.3 10.520 PL 5.00 PF 0.0 RP].OUT 290.0 0.0 67.9 0.0 1.6 140 FTG L PE 2.2 DP2 285.0 0.0 70.0 0.0 0.000 TL 31.00 PV Pipe: 18 438.3 9.514 PL 292.00 PF 0.2 DP2 285.0 0.0 70.0 0.0 2.0 150 FTG 2LG PE -8.7 U8 305.0 0.0 61.2 0.0 0.001 TL 352.00 PV Pipe: 19 42.0 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 61.2 0.0 0.3 150 FTG, 2G PE -7.8 U7 323.0 0.0 53.4 0.0 0.000 TL 234.00 PV Pipe: 20 147.6 7.758 PL 344.00 PF 0.1 U4 324.0 0.0 53.1 0.0 1.0 150 FTG TG PE -4.1 U9 333.5 0.0 48.9 0.0 0.000 TL 410.00 PV Pipe: 21 147.6 7.758 PL 150.00 PF 0.0 U9 .333.5 0.0 48.9 0.0 1.0 150 FTG 2L PE -0.2 87 334.0 0.0 48.7 0.0. 0.000 TL 194.00 PV Pipe: 22 147.6 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 48.7 0.0 1.0 150 FTG ---- PE 0.0 B6 334.0 0.0 48.7 0.0 0.000 TL 5.00 PV Pipe: 23 147.6 7.758 PL 338.00 PF 0.1 B6 334.0 0.0 48.7 0.0 1.0 150 FTG ---- PE -2.2 UlO 339.0 0.0 46.4 0.0 0.000 TL 338.00 PV Pipe: 24 147.6 7.758 PL 309.00 PF 0.1 U10 339.0 0.0 46.4 0.0 1.0 150 FTG T2L PE -1.7 Uii 343.0 0.0 44.6 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 147.6 7.758 PL 201.00 PF 0.0 Ull 343.0 0.0 44.6 0.0 1.0 150 FTG LG PE -0.9 U12 345.0 0.0 43.7 0.0 0.000 TL 230.00 PV Pipe: 26 147.6 7.758 PL 222.00 PF 0.1 U12 345.0 0.0 43.7 0.0 1.0 150 FTG T2LG PE 0.9 U13 343.0 0.0 44.5 0.0 0.000 TL 332.00 PV Pipe: 27 147.6 7.758 PL 201.00 PF 0.0 U13 343.0 0.0 44.5 0.0 1.0 150 FTG L PE 1.7 B23 339.0 0.0 46.2 0.0 0.000 TL 223.00 PV Pipe: 28 147.6 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 46.2 0.0 1.0 150 FTG G PE 0.0 U14 339.0 0.0 46.2 0.0 0.000 TL 83.00 PV Pipe: 29 -171.5 7.758 PL 383.00 PF 0.1 U14 339.0 0.0 46.2 0.0 1.2 150 FTG TG PE 0.4 B9 338.0 0.0 46.7 0.0 0.000 TL 449.00 PV Pipe: 30 -171.5 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 46.7 0.0 1.2 150 FTG ---- PE 0.0 B8 338.0 0.0 46.7 0.0 0.000 TL 10.00 PV Pipe: 31 -171.5 7.758 PL 488.00 PF 0.1 B8 338.0 0.0 46.7 0.0 1.2 150 FTG TG PE 6.5 U7 323.0 0.0 53.4 0.0 0.000 TL 554.00 PV Pipe: 32 319.1 7.758 PL 294.00' PF 0.3 U14 339.0 0.0 46.2 0.0 2.2 150 FTG T2L PE 0.9 U15 337.0 0.0 46.7 0.0 0.001 TL 397.00 PV Pipe: 33 319.1 7.758 PL 543.00 PF 0.5 U15 337.0 0.0 46.7 0.0 2.2 150 FTG 2L PE 2.6 B18 331.0 H.S. 48.8 250.0 0.001 TL 587.00 PV Pipe: 34 -396.2 7.758 PL 94.00 PF 0.1 818 331.0 H.S. 48.8 250.0 2.7 150 FTG ---- PE 0.9 B20 329.0 0.0 49.8 0.0 0.001 TL 94.00 PV Pipe: 35 -396.2 7.758 PL 454.00 PF 0.6 B20 329.0 0.0 49.8 0.0 2.7 150 FTG 2L PE 9.5 B25 307.0 0.0 59.9 0.0 0.001 TL 498.00 PV Pipe: 36 -396.2 7.758 PL 220.00 PF 0.4 B25 307.0 0.0 59.9 0.0 2.7 150 FTG TG PE 0.9 U8 305.0 0.0 61.2 0.0 0.001 TL 286.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG . Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 465.3 5.914 PL 20.00 PF 0.5 B18 331.0 H.S. 48.8 250.0 5.4 150 FTG TLG PE 0.9 P1]. 329.0 0.0 49.1 0.0 0.006 TL 86.00 PV Pipe: 38 465.3 6.400 PL 6.00 PF 0.3 P11 329.0 0.0 49.1 0.0 4.6 140 FTG CG PE 0.0 P12 329.0 0.0 48.8 0.0 0.005 TL 62.00 PV Pipe: 39 465.3 5.914 PL 150.00 PF 1.1 P12 .329.0 0.0 48.8 0.0 5.4 150 FTG 2L PE 0.6 D23 327.5 0.0 48.3 0.0 0.006 TL 178.00 PV Pipe: 40 465.3 6.400 PL 10.00 PF 0.2 D23 327.5 0.0 48.3 0.0 4.6 140 FTG 2L PE -1.7 BR18 331.5 0.0 46.4 0.0 0.005 TL 38.00 PV Pipe: 41 465.3 3.314 PL 11.83 PF 3.5 BR18 331.5 0.0 46.4 0.0 17.3 120 FTG 2L PE -4.3 TOR 341.3 0.0 38.6 0.0 0.162 TL .21.83 PV Pipe: 42 . 465.3 3.314 PL 23.66 PF 7.1 TOR 341.3 0.0 38.6 0.0 17.3 120 FTG 4L PE -3.4 1 349.2 0.0 28.1 0.0 0.162 TL 43.66 PV Pipe: 43 417.9 3.314 PL 11.00 PF 1.5 1 349.2 0.0 28.1 0.0 15.5 120 FTG ---- PE 0.0 2 349.2 0.0 26.7 0.0 0.133 TL 11.00 PV Pipe: 44 376.1 3.314 PL 12.00 PF 1.3 2 349.2 0.0 26.7 0.0 14.0 120 FTG ---- PE 0.0 3 349.2 0.0 25.4 0.0 0.109 TL 12.00 PV Pipe: 45 339.3 3.314 PL 8.75 PF 0.8 3 349.2 0.0 25.4 0.0 12.6 120 FTG ---- PE 0.0 4 349.2 0.0 24.6 0.0 0.090 TL 8.75 PV Pipe: 46 304.4 3.314 PL 12.00 PF 0.9 4 349.2 0.0 24.6 0.0 11.3 120 FTG ---- PE 0.0 5 349.2 0.0 23.7 0.0 0.074 TL 12.00 PV Pipe: 47 . . 270.3 3.314 PL 3.00 PF 0.2 5 349.2 0.0 23.7 0.0 10.1 120 FTG ---- PE 0.0 6 349.2 0.0 23.5 0.0 0.059 TL 3.06 PV Pipe: 48 270.3 3.314 PL 7.67 PF 0.5 6 349.2 0.0 23.5 0.0 10.1 120 FTG ---- PE 0.0 7 349.2 0.0 23.0 0.0 0.059 TL 7.67 -PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 49 234.9 3.314 PL 4.33 FE' 0.2 7 349.2 0.0 23.0 0.0 8.7 120 FTG ---- FE 0.0 8 349.2 0.0 22.8 0.0 0.046 TL 4.33 PV Pipe: 50 234.9 3.314 PL 7.67 PF 0.4 8 349.2 0.0 22.8 0.0 8.7 120 FTG ---- PE 0.0 9 349.2 0.0 22.5 0.0 0.046 TL 7.67 PV Pipe: 51 154.2 3.314 PL 4.33 PF 0.1 9 349.2 0.0 22.5 0.0 5.7 120 FTG ---- PE 0.0 10 349.2 0.0 22.4 0.0 0.021 TL 4.33 PV Pipe: 52 154.2 3.314 PL 6.67 PF 0.1 10 349.2 0.0 22.4 0.0 5.7 120 FTG ---- PE 0.0 11 349.2 0.0 22.3 0.0 0.021 TL 6.67 PV Pipe: 53 73.8 3.314 PL 5.00 PF 0.0 11 349.2 0.0 22.3 0.0 2.7 120 FTG ---- PE 0.0 12 349.2 0.0 22.2 0.0 0.005 TL 5.00 PV Pipe: 54 73.8 3.314 FL 6.00 PF 0.0 12 349.2 0.0 22.2 0.0 2.7 120 FTG ---- FE 0.0 13 349.2 0.0 22.2 0.0 0.005 TL 6.00 PV Pipe: 55 47.4 2.703 PL 11.00 PF 0.1 14 351.1 0.0 20.7 0.0 2.7 120 FTG ----- PE 0.0 15 351.1 0.0 20.6 0.0 0.006 TL 11.00 PV Pipe: 56 89.2 2.703 FL 12.00 PF 0.2 15 351.1 0.0 20.6 0.0 5.0 120 FTG ---- PE 0.0 16 351.1 0.0 20.4 0.0 0.021 TL 12.00 PV Pipe: 57 126.1 2.703 PL 9.75 PF 0.4 16 351.1 0.0 20.4 0.0 7.0 120 FTG ---- PE 0.0 17 351.1 0.0 20.0 0.0 0.039 TL 9.75 PV Pipe: 58 160.9 2.703 PL 12.00 PF 0.7 17 351.1 0.0 20.0 0.0 9.0 120 FTG ---- PE 0.0 18 351.1 0.0 19.3 0.0 0.061 TL 12.00 PV Pipe: 59 195.0 2.703 PL 12.00 PF 1.1 18 351.1 0.0 19.3 0.0 10.9 120 FTG ---- PE 0.0 19 351.1 0.0 18.2 0.0 0.088 TL 12.00 PV Pipe: 60 230.4 2.703 -PL 6.67 PF 0.8 19 351.1 0.0 18.2 0.0 12.9 120 FTG ---- FE 0.0 20 351.1 0.0 17.4 0.0 0.119 TL 6.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 61 136.4 2.703 PL 15.00 PF 0.7 20 351.1 0.0 17.4 0.0 7.6 120 FTG ---- PE 0.0 21 351.1 0.0 16.7 0.0 0.045 TL 15.00 PV Pipe: 62 47.7 2.703 PL 13.08 PF 0.1 21 351.1 0.0 16.7 0.0 2.7 120 FTG ---- PE 0.0 22 351.1 0.0 16.7 0.0 0.006 TL 13.08 PV Pipe: 64 47.4 1.728 PL 90.83 PF 6.6 1 349.2 0.0 28.1 0.0 6.5 120 FTG 3TL PE -0.8 14 351.1 0.0 20.7 0.0 0.057 TL 116.83 PV Pipe: 65 41.7 1.728 FL 90.83 FE 5.2 2 349.2 0.0 26.7 0.0 5.7 120 FTG 3TL FE -0.8 15 351.1 0.0 20.6 0.0 0.045 TL 116.83 PV Pipe: 66 36.9 1.728 PL 90.83 PF 4.1 3 349.2 0.0 25.4 0.0 5.0 120 FTG 3TL PE -0.8 16 351.1 0.0 20.4 0.0 0.036 TL 116.83 PV Pipe: 67 34.9 1.728 FL 90.83 PF 3.7 4 349.2 0.0 24.6 0.0 4.8 120 FTG 3TL PE -0.8 17 351.1 0.0 20.0 0.0 0.032 TL 116.83 PV Pipe: 68 34.1 1.728 PL 90.83 PF 3.6 5 349.2 0.0 23.7 0.0 4.7 120 FTG 3TL FE -0.8 18 351.1 0.0 19.3 0.0 0.031 TL 116.83 PV Pipe: 69 35.3 1.728 FL 92.17 FE 4.0 7 349.2 0.0 23.0 0.0 4.8 120 FTG 3T3L FE -0.8 19 351.1 0.0 18.2 0.0 0.033 TL 122.17 PV Pipe: 70 80.7 1.728 PL 41.92 FE 7.9 9 349.2 0.0 22.5 0.0 11.0 120 FTG TL FE -1.1 101 351.8 8.0 13.5 29.4 0.151 TL 51.92 PV Pipe: 71 51.3 1.728 FL 10.00 PF 0.7 101 351.8 8.0 13.5 29.4 7.0 120 FTG ---- PE 0.0 102 351.8 8.0 12.9 28.7 0.065 TL 10.00 PV Pipe: 72 22.6 1.728 FL 9.50 PF 0.1 102 351.8 8.0 12.9 28.7 3.1 120 FTG ---- FE 0.0 103 351.8 8.0 12.7 28.5 0.014 TL 9.50 PV Pipe: 73 -5.9 1.728 PL 10.00 FE 0.0 103 351.8 8.0 12.7 28.5 0.8 120 FTG ---- FE 0.0 104 351.8 8.0 12.7 28.6 0.001 TL 10.00 FV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-FEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 74 -34.5 1.728 PL 8.00 PF 0.3 104 351.8 8.0 12.7 28.6 4.7 120 FTG ---- PE 0.0 105 351.8 8.0 13.0 28.8 0.031 TL 8.00 PV Pipe: 75 -63.4 1.728 PL 13.00 PF 1.6 105 351.8 8.0 13.0 28.8 8.7 120 FTG 2L PE 0.0 106 351.8 8.0 14.6 30.6 0.097 TL 17.00 PV Pipe: 76 -94.0 1.728 PL 2.41 PF 2.5 106 351.8 8.0 14.6 30.6 12.9 120 FTG TL PE 0.3 20 351.1 0.0 17.4 0.0 0.200 TL 12.41 PV Pipe: 77 80.4 1.728 PL 41.92 PF 7.8 11 349.2 0.0 22.3 0.0 11.0 120 FTG TL PE -1.1 107 351.8 8.0 13.4 29.2 0.150 TL 51.92 PV Pipe: 78 51.2 1.728 PL 10.00 PF 0.7 107 351.8 8.0 13.4 29.2 7.0 120 FTG ---- PE 0.0 108 351.8 8.0 12.7 28.5 0.065 TL 10.00 PV Pipe: 79 22.6 1.728 PL 9.50 PF 0.1 108 351.8 8.0 12.7 28.5 3.1 120 FTG ---- PE 0.0 109 351.8 8.0 12.6 28.4 0.014 TL 9.50 PV Pipe: 80 -5.7 1.728 PL 10.00 PF 0.0 109 351.8 8.0 12.6 28.4 0.8 120 FTG ---- PE 0.0 110 351.8 8.0 12.6 28.4 0.001 TL 10.00 PV Pipe: 81 -34.1 1.728 FL 8.00 PF 0.2 110 351.8 8.0 12.6 28.4 4.7 120 FTG ---- FE 0.0 111 351.8 8.0 12.8 28.6 0.031 TL 8.00 PV Pipe: 82 -62.7 1.728 FL 2.75 PF 0.3 111 351.8 8.0 12.8 28.6 8.6 120 FTG ---- PE 0.0 23 351.8 0.0 13.1 0.0 0.095 TL 2.75 PV Pipe: 83 -88.7 1.728 PL 8.67 PF 3.4 23 351.8 0.0 13.1 0.0 12.1 120 FTG TL PE 0.3 21 351.1 0.0 16.7 0.0 0.180 TL 18.67 PV Pipe: 84 26.0 1.080 FL 6.75 PF 2.5 23 351.8 0.0 13.1 0.0 9.1 120 FTG ET FE 0.0 112 351.8 8.0 10.6 26.0 0.183 TL 13.75 PV Pipe: 85 0.0 1.728 FL 0.67 PF 0.0 13 349.2 0.0 22.2 0.0 0.0 120 FTG T FE -0.3 13A 349.8 0.0 21.9 0.0 0.000 TL 8.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/22/2014A55 DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 86 73.8 1.728 PL 41.25 PF 6.3 13 349.2 0.0 22.2 0.0 10.1 120 FTG T PE -1.1 113 351.8 8.0 14.8 30.7 0.128 TL 49.25 PV Pipe: 87 43.1 1.728 PL 10.00 PF 0.5 113 351.8 8.0 14.8 30.7 5.9 120 FTG ---- PE 0.0 114 351.8 8.0 14.3 30.3 0.047 TL 10.00 PV Pipe: 88 12.8 1.728 PL 9.50 PF 0.0 114 351.8 8.0 14.3 30.3 1.8 120 FTG ---- PE 0.0 115 351.8 8.0 14.3 30.2 0.005 TL 9.50 PV Pipe: 89 -17.4 1.728 PL 10.00 PF 0.1 115 351.8 8.0 14.3 30.2 2.4 120 FTG ---- PE 0.0 116 351.8 8.0 14.3 30.3 0.009 TL 10.00 PV Pipe: 90 -47.7 1.728 PL 21.50 PF 2.0 116 351.8 8.0 14.3 30.3 6.5 120 FTG T3L PE 0.3 22 351.1 0.0 16.7 0.0 0.057 TL 35.50 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.053 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.3 ft/sec at pipe 41. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkVlv BfyViv GatVlv AlmChk DPV1v NPTee 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 16.876 39.00 84.00 34.00 98.00 38.00 8.00 70.00 70.00 84.00 PAGE: C MATERIAL: Dynaf 1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv Sf yVlv GatVlv AlmChk DPVlv NPTee 1.728 4.00 8.00 2.00 9.00 6.00 1.00 10.00 13.00 10.00 2.703 6.00 12.00 4.00 14.00 7.00 1.00 10.00 13.00 15.00 3.314 7.00 15.00 5.00 16.00 10.00 1.00 13.00 16.00 19.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEil ChkVlv BfyVlv GatVlv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE1l ChkVlv BfyViv GatVlv NPTee 5.914 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 PAGE: G MATERIAL: Dynath HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil ChkVlv BfyViv Gatvlv 1.080 2.00 5.00 2.00 5.00 6.00 1.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 0 D 0 0 w 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 WATER SUPPLY CURVE 108+ *\\\\\\\\\0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 104.4 psi @ 1663 gpm-> * I Flow Test Point 99+ 90+ I X 81+ P 72+ R I E I S I S 63+ U I R I E I 54+ ( I P I S I I 45+ ) I 36+ 27+ 18+ LEGEND I 'I I X = Required Water Supply I 86.02 psi @ 715.3 gpm 9+ I 0 = Available Water Supply " 105.82 psi @ 715.3 gpm 0 ---------- .--+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 2; BUILDING 18 PRE-SALES AREA REMOTE AREA: HAZARD: LH - OH-1 - OH-11 - EH-1 _X_ EH-11 - RES NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 100 SQ. FT. USED; 100 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TY3131 TYPE SSU K-FACTOR 5.6 SIZE 1/2 DEGREE 200 QTY 4 1Y3131 SSU 5.6 112 155 1 TY4151 SSU 8.0 3/4 155 98 TY4151 SSU 8.0 3/4 286 22 1Y3231 SSP 5.6 1/2 155 17 CALCULATION DATA: DENSITY/AREA: .30 GPM/SF OVER Entire Area END SPRINKLER: 30.0 GPM © 14.1 PSI. NO. OF SPRINKLERS FLOWING: 14 HOSE STREAM ALLOWANCE: 500 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 469.0 GPM @ 48.3 PSI ATPUMPDISCHARGE NA GPM© NA PSI AT SOURCE 969.0 GPM © 89.0 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 106.2 104.4 1663.0 105.5 969.0 89.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 969.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 469.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 89.0 969.0 Ui 283.0 - - - - 89.0 - - - U2 309.0 - - - - 77.7 U3 327.0 - - - - 69.8 - - - U4 324.0 - - - - 56.0 U5 321.3 - - - - 57.2 - - - B2 319.0 - - - - 58.1 Bi 318.0 - - - - 58.5 - - - U6 323.0 - - - - 56.2 - - - U7 323.0 - - - - 56.1 U8 305.0 - - - - 63.9 U9 333.5 - - - - 51.7 B7 334.0 - - - - 51.5 - - - B6 334.0 - - - - 51.5 U1O 339.0 - - - - 49.2 - - - Ull 343.0 - - - - 47.3 - - - U12 345.0 - - - - 46.3 U13 343.0 - - - - 47.1 B23 339.0 - - - - 48.7 U14 339.0 - - - - 48.7 U15 337.0 - - - - 49.0 - - - B18 331.0 HOSE STREAM 50.7 500.0 B20 329.0 - - - - 51.8 B25 307.0 - - - - 62.4 - - - B9 338.0 - - - - 49.4 - - - B8 338.0 - - - - 49.4 - - - DPi 285.0 - - - - 88.0 RP1IN 290.0 - - - - 85.8 RP10UT 290.0 - - - - 70.8 DP2 285.0 - - - - 72.9 DP3 327.0 - - - - 69.8 RP2IN 332.0 - - - - 67.6 - - - RP20UT 332.0 - - - - 52.6 DP4 327.0 - - - - 54.8 - - - P11 329.0 - - - - 51.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P12 329.0 - - - - 50.7 D23 327.5 - - - - 50.2 - - - BR18 331.5 - - - - 48.3 - - - TOR 341.3 - - - - 40.4 - - - 1 349.2 - - - - 29.9 2 349.2 - - - - 28.3 - - - 3 349.2 - - - - 26.8 4 349.2 - - - - 25.8 - - - 5 349.2 - - - - 24.6 - - - 6 349.2 - - - - 24.3 - - - 7 349.2 - - - - 23.7 8 349.2 - - - - 23.4 9 349.2 - - - - 23.0 10 349.2 - - - - 22.8 11 349.2 - - - - 22.6 - - - 12 349.2 - - - - 22.4 13 349.2 - - - - 22.3 - - - 13A 349.8 - - - - 20.5 14 351.1 - - - - 24.7 - - - 15 351.1 - - - - 24.7 - - - 16 351.1 - - - - 24.5 17 351.1 - - - - 24.3 - - - 18 351.1 - - - - 24.0 - - - 19 351.1 - - - - 23.7 20 351.1 - - - - 23.6 - - - 21 351.1 - - - - 23.5 - - - 22 . 351.1 - - - - 23.4 23 351.8 - --- 22.9 101 351.8 - - - - 22.5 102 351.8 - - - - 22.6 - - - 103 351.8 - - - - 22.8 - - - 104 351.8 - - - - 22.9 - - - 105 351.8 - - - - 23.0. 106 351.8 - - - - 23.2 107 351.8 - - - - 22.3 - - - 108 351.8 - - - - 22.4 109 351.8 - - - - 22.6 - - - 110 351.8 - - - - 22.7 - - - 111 351.8 - - - - 22.9 - - - 112 351.8 - - - - 22.9 - - - 113 351.8 - - - - 21.1 - - - 114 351.8 - - - - 21.5 - - - 115 351.8 - - - - 21.8 - - - 116 351.8 - - - - 22.1 - - - 201 349.8 K= 8.ÔO 21.9 37.5 202 349.8 K= 8.00 21.7 37.3 203 349.8 K= 8.00 21.1 36.8 204 349.8 K= 8.00 20.9 36.6 205 349.8 K= 8.00 20.6 36.3 206 349.8 K= 8.00 20.3 36.1 207 349.8 K= 8.00 16.8 32.8 208 349.8 K= 8.00 15.4 31.4 209 349.8 . K= 8.00 14.8 30.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 210 349.8 K= 8.00 14.6 30.5 211 349.8 K= 8.00 16.2 32.2 212 349.8 K= 8.00 14.9 30.9 213 349.8 K= 8.00 14.3 30.2 214 349.8 K= 8.00 14.1 30.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 969.0 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 89.0 (N/A) 2.8 150 FTG ---- PE 0.0 Ui 283.0 0.0 89.0 0.0 0.001 TL 25.00 PV Pipe: 2 375.4 11.938 PL 465.00 PF 0.1. Ui 283.0 0.0 89.0 0.0 1.1 150 FTG ---- PE -11.3 U2 309.0 0.0 77.7 0.0 0.000 TL 465.00 PV Pipe: 3 375.4 16.876 PL 552.00 PF 0.0 U2 309.0 0.0 77.7 0.0 0.5 150 FTG T2L PE -7.8 U3 327.0 0.0 69.8 0.0 0.000 TL 781.68 PV Pipe: 4 375.4 9.514 PL 20.00 PF 0.0 U3 327.0 0.0 69.8 0.0 1.7 150 FTG TG PE 0.0 DP3 327.0 0.0 69.8. 0.0 0.000 TL 108.00 PV Pipe: 5 375.4 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 69.8 0.0 1.4 140 FTG L PE -2.2 RP2IN 332.0 0.0 67.6 0.0 0.000 TL 31.00 PV Pipe: 6 . FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 67.6 0.0 15.0 psi, 375.4 gpm RP20UT .332.0 0.0 52.6 00 Pipe: 7 . . 375.4 10.520PL 5.00 PF 0.0 RP20UT 332.0 0.0 52.6 0.0 1.4 140 FTG L PE 2.2 DP4 327.0 0.0 54.8 0.0 0.000 TL 31.00 PV Pipe: 8 375.4 9.514 PL 138.00 PF 0.1 DP4 327.0 0.0 54.8 0.0 1.7 150 FTG LG PE 1.3 U4 324.0 0.0 56.0 0.0 0.000 TL 172.00 PV Pipe: 9 175.4 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 56.0 0.0 1.2 150 FTG G PE 1.2 U5 321.3 0.0 57.2 0.0 0.000 TL 74.00 PV Pipe: 10 175.4 7.758 PL 106.00 PF 0.0 U5 321.3 0.0 572 0.0 1.2 150 FTG LG PE 1.0 B2 319.0 0.0 58.1 0.0 0.000 TL 135.00 PV Pipe: ii 175.4 7.758 PL 214.00 PF 0.1 B2 319.0 0.0 58.1 0.0 1.2 150 FTG 2LG PE 0.4 Bi 318.0 0.0 58.5 0.0 0.000 TL 265.00 PV Pipe: 12 175.4 7.758 PL 457.00 PF 0.1 B]. 318.0 0.0 58.5 0.0 1.2 150 FTG LG PE -2.2 U6 323.0 0.0 56.2 0.0 0.000 TL 486.00 PV Pipe: 13 175.4 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 56.2 0.0 1.2 150 FTG TLG PE 0.0 U7 323.0 0.0 56.1 0.0 0.000 TL 176.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 593.7 9.514 PL 55.00 PF 0.1 Ui 283.0 0.0 89.0 0.0 2.7 150 FTG TG PE -0.9 DPi 285.0 0.0 88.0 0.0 0.001 TL 143.00 PV Pipe: 15 593.7 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 88.0 0.0 2.2 140 FTG L PE -2.2 RP1IN 290.0 0.0 85.8 0.0 0.001 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 85.8 0.0 15.0 psi, 593.7 gpm RP100T 290.0 0.0 70.8 0.0 Pipe: 17 593.7 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 70.8 0.0 2.2 140 FTG L PE 2.2 DP2 285.0 0.0 72.9 0.0 0.001 TL 31.00 PV Pipe: 18 593.7 9.514 PL 292.00 PF 0.3 DP2 285.0 0.0 72.9 0.0 2.7 150 FTG 2LG PE -8.7 08 305.0 0.0 63.9 0.0 0.001 TL 352.00 PV Pipe: 19 56.9 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 63.9 0.0 0.4 150 FTG 2G PE -7.8 07 323.0 0.0 56.1 0.0 0.000 TL 234.00 PV Pipe: 20 200.0 7.758 PL 344.00 PF 0.1 04 324.0 0.0 56.0 0.0 1.4 150 FTG TG PE -4.1 U9 333.5 0.0 51.7 0.0 0.000 TL 410.00 PV Pipe: 21 200.0 7.758 PL 150.00 PF 0.1 09 333.5 0.0 51.7 0.0 1.4 150 FTG 2L PE -0.2 B7 334.0 0.0 51.5 0.0 0.000 TL 194.00 PV Pipe: 22 200.0 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 51.5 0.0 1.4 150 FTG ---- PE 0.0 B6 334.0 0.0 51.5 0.0 0.000 TL 5.00 PV Pipe: 23 200.0 7.758 PL 338.00 PF 0.1 B6 334.0 0.0 51.5 0.0 1.4 150 FTG ---- PE -2.2 010 339.0 0.0 49.2 0.0 . 0.000 TL 338.00 PV Pipe: 24 200.0 7.758 PL 309.00 PF 0.1 010 339.0 0.0 49.2 0.0 1.4 150 FTG T2L PE -1.7 Ull 343.0 0.0 47.3 0.0 0.000 TL 412.00 PV Pipe: 25 200.0 7.758PL 201.00 PF 0.1 011 343.0 0.0 47.3 0.0 1.4 150 FTG LG FE -0.9 012 345.0 0.0 46.3 0.0 0.000 TL 230.00 PV Pipe: 26 200.0 7.758 FL 222.00 PF 0.1 U12 345.0 0.0 46.3 0.0 1.4 150 FTG T2LG PE 0.9 013 343.0 0.0 47.1 0.0 0.000 TL 332.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 200.0 7.758 FL 201.00 PF 0.1 013 343.0 0.0 47.1 0.0 1.4 150 FTG L PE 1.7 B23 339.0 0.0 48.7 0.0 0.000 TL 223.00 PV Pipe: 28 200.0 7.758 PL 76.00 PF 0.0 B23 . 339.0 0.0. 48.7 .0.0 1.4 150 FTG G PE 0.0 014 339.0 0.0 48.7 0.0 0.000 TL 83.00 PV Pipe: 29 -232.3 7.758 PL 383.00 PF 0.2 014 339.0 0.0 48.7 0.0 1.6 150 FTG TG FE 0.4 B9 338.0 0.0 49.4 0.0 0.000 TL 449.00 PV Pipe: 30 -232.3 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 49.4 0.0 1.6 150 FTG ---- FE 0.0 B8 338.0 0.0 49.4 0.0 0.000 TL 10.00 PV Pipe: 31 . -232.3 7.758 PL 488.00 PF 0.3 B8 338.0 0.0 49.4 0.0 1.6 150 FTG TG PE 6.5 U7 323.0 0.0 56.1 0.0 0.000 TL 554.00 PV Pipe: 32 432.3 7.758 PL 294.00 PF 0.6 U14 339.0 0.0 48.7 0.0 2.9 150 FTG T2L FE 0.9 015 337.0 0.0 49.0 0.0 0.001 TL 397.00 PV Pipe: 33 432.3 7.758 FL 543.00 PF 0.9 U15 337.0 0.0 49.0 0.0 2.9 150 FTG 2L FE 2.6 B18 331.0 H.S. 50.7 500.0 0.001 TL 587.00 PV Pipe: 34 -536.8 7.758 FL 94.00 PF 0.2 B18 331.0 H.S. 50.7 500.0 3.6 150 FTG ---- FE 0.9 B20 329.0 0.0 51.8 0.0 0.002 TL 94.00 PV Pipe: 35 -536.8 7.758 FL 454.00 PF 1.1 B20 329.0 0.0 51.8 0.0 3.6 . 150 FTG 2L FE 9.5 B25 307.0 0.0 62.4 0.0 0.002 TL 498.00 PV Pipe: 36 -536.8 7.758 FL 220.00 PF 0.6 B25 307.0 0.0 62.4 0.0 3.6 150 FTG TG FE 0.9 08 305.0 0.0 63.9 0.0 0.002 TL 286.00 PV Pipe: 37 469.1 5.914 FL 20.00 PF 0.6 B18 331.0 H.S. 50.7 500.0 5.5 150 FTG TLG FE 0.9 P11 329.0 0.0 51.0 0.0 0..006 TL 86.00 PV Pipe: 38 469.1 6.400 FL 6.00 PF 0.3 P11 329.0 0.0 51.0 0.0 4.7 140 FTG CG PE 0.0 P12 329.0 0.0 50.7 0.0 0.005 TL 62.00 PV Pipe: 39 469.1 5.914 FL 150.00 PF 1.2 P12 329.0 0.0 50.7 0.0 5.5 150 FTG 2L PE 0.6 D23 327.5 0.0 50.2 0.0 0.006 TL 178.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE -SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 469.1 6.400 PL 10.00 PF 0.2 D23 327.5 0.0 50.2 0.0 4.7 140 FTG 2L PE -1.7 BR18 331.5 0.0 48.3 0.0 0.005 TL 38.00 PV Pipe: 41 469.1 3.314 PL 11.83 PF 3.6 BR18 331.5 0.0 48.3 0.0 17.4 120 FTG 2L PE -4.3 TOR 341.3 0.0 40.4 0.0 0.165 TL 21.83 PV Pipe: •42 469.1 3.314 PL 23.66 PF 7.2 TOR 341.3 0.0 40.4 0.0 17.4 120 FTG 4L PE -3.4 1 349.2 0.0 29.9 0.0 0.165 TL 43.66 PV Pipe: 43 431.4 3.314 PL 11.00 PF 1.6 1 349.2 0.0 29.9 0.0 16.0 120 FTG ---- PE 0.0 2 349.2 0.0 28.3 0.0 0.141 TL 11.00 PV Pipe: 44 401.6 3.314 PL 12.00 PF 1.5 2 349.2 0.0 28.3 0.0 14.9 120 FTG ---- PE 0.0 3 349.2 0.0 26.8 0.0 0.123 TL 12.00 PV Pipe: 45 380.6. 3.314 PL 8.75 PF 1.0 3 349.2 0.0 26.8 0.0 14.2 120 FTG ---- PE 0.0 4 349.2 0.0 25.8 0.0 0.112 TL 8.75 PV Pipe: 46 366.7 3.314 PL 12.00 PF 1.3 4 349.2 0.0 25.8 0.0 13.6 120 FTG ---- PE 0.0 5 349.2 0.0 24.6 0.0 0.104 TL 12.00 PV Pipe: 47 374.8 3.314 PL 3.00 PF 0.3 5 349.2 0.0 24.6 0.0 13.9 120 FTG ---- PE 0.0 6 349.2 0.0 24.3 0.0 0.109 TL 3.00 PV Pipe: 48 300.0 3.314 PL 7.67 PF 0.6 6 349.2 0.0 24.3 0.0 11.2 120 FTG ---- PE 0.0 7 349.2 0.0 23.7 0.0 0.072 TL 7.67 PV Pipe: 49 315.4 3.314 PL 4.33 PF 0.3 7 349.2 0.0 23.7 0.0 11.7 120 FTG . ---- PE 0.0 8 349.2 0.0 23.4 0.0 0.079 TL 4.33 PV Pipe: 50 . 242.1 3.314 PL 7.67 PF 0.4 8 349.2 0.0 23.4 0.0 9.0 120 FTG ---- PE 0.0 9 349.2 0.0 23.0 0.0 0.048 TL 7.67 PV Pipe: 51 262.8 3.314 PL 4.33 PF 0.2 9 349.2 0.0 23.0 0.0 9.8 120 FTG ---- PE 0.0 10 349.2 0.0 22.8 0.0 0.056 TL 4.33 PV Pipe: 52 190.5 3.314 PL 6.67 PF 0.2 10 349.2 0.0 22.8 0.0 7.1 120 FTG ---- PE 0.0 11 349.2 0.0 22.6 0.0 0.031 TL 6.67 PV rd SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG . Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 214.4 3.314 PL 5.00 PF 0.2 11 349.2 0.0 22.6 0.0 8.0 120 FTG ---- PE 0.0 12 349.2 0.0 22.4 0.0 0.039 TL 5.00 PV Pipe: 54 89.0 3.314 PL 6.00 PF 0.0 12 349.2 0.0 22.4 0.0 3.3 120 FTG ---- PE 0.0 13 349.2 0.0 22.3 0.0 0.008 TL 6.00 PV Pipe: 55 37.6 2.703 PL 11.00 PF 0.0 14 351.1 0.0 24.7 0.0 2.1 120 FTG ---- PE 0.0 15 351.1 0.0 24.7 0.0 0.004 TL 11.00 PV Pipe: 56 67.4 2.703 PL 12.00 PF 0.1 15 351.1 0.0 24.7 0.0 3.8 120 FTG ---- PE 0.0 16 351.1 0.0 24.5 0.0 0.012 TL 12.00 PV Pipe: 57 88.4 2.703 PL 9.75 PF 0.2 16 351.1 0.0 24.5 0.0 4.9 120 FTG ---- PE 0.0 17 351.1 0.0 24.3 0.0 0.020 TL 9.75 PV Pipe: 58 102.3 2.703 PL 12.00 PF 0.3 17 351.1 0.0 24.3 0.0 5.7 120 FTG ---- PE 0.0 18 351.1 0.0 24.0 0.0 0.027 TL 12.00 PV Pipe: 59 94.3 2.703 PL 12.00 PF 0.3 18 351.1 0.0 24.0 0.0 5.3 120 FTG ---- PE 0.0 19 351.1 0.0 23.7 0.0 0.023 TL 12.00 PV Pipe: 60 78.9 2.703 PL 6.67 PF 0.1 19 351.1 0.0 23.7 0.0 4.4 120 FTG ---- PE 0.0 20 351.1 0.0 23.6 .0.0 0.016 TL 6.67 PV Pipe: 61 58.2 2.703 PL 15.00 PF 0.1 20 351.1 0.0 23.6 0.0 3.3 120 FTG ---- PE 0.0 21 351.1 0.0 23.5 0.0 0.009 TL 15.00 PV Pipe: 62 34.2 2.703 PL 13.08 PF 0.0 21 351.1 0.0 23.5 0.0 1.9 120 FTG ---- PE 0.0 22 351.1 0.0 23.4 0.0 0.003 TL 13,.08 PV Pipe: 64 37.6 1.728 PL 90.83 PF 4.3 1 349.2 0.0 29.9 0.0 5.1 120 FTG 3TL PE -0.8 14 351.1 0.0 24.7 0.0 0.037 TL 116.83 PV Pipe: 65 29.8 1.728 PL 90.83 PF 2.8 2 349.2 0.0 28.3 0.0 4.1. 120 FTG 3TL PE -0.8 15 351.1 0.0 24.7 0.0 0.024 TL 116.83 PV Pipe: 66 21.0 1.728 PL 90.83 PF 1.5 3 349.2 0.0 26.8 0.0 2.9 120 FTG 3TL PE -0.8 16 351.1 0.0 24.5 0.0 0.013 TL 116.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE -SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 67 13.9 1.728 PL 90.83 PF 0.7 4 349.2' 0.0 25.8 0.0 1.9 120 FTG 3TL PE -0.8 17 351.1 0.0 24.3 0.0 0.006 TL 116.83 PV Pipe: 68 -8.1 1.728 PL 90.83 PF 0.3 5 349.2 0.0 24.6 0.0 1.1 120 FTG 3TL PE -0.8 18 351.1 0.0 24.0 0.0 0.002 TL 116.83 PV Pipe: 69 -15.3 1.728 FL 92.17 PF 0.9 7 349.2 0.0 23.7 0.0 2.1 120 FTG 3T3L PE -0.8 19 351.1 0.0 23.7 0.0 0.007 TL 122.17 PV Pipe: 70 -20.8 1.728 FL 41.92 PF 0.6 9 349.2 0.0 23.0 0.0 2.8 120 FTG TL PE -1.1 101 351.8 0.0 22.5 0.0 0.012 TL 51.92 PV Pipe: 71 -20.8 1.728 PL 10.00 PF 0.1 101 351.8 0.0 22.5 0.0 2.8 120 FTG ---- PE 0.0 102 351.8 0.0 22.6 0.0 0.012 TL 10.00 PV Pipe: 72 -20.8 1.728 PL 9.50 PF 0.1 102 351.8 0.0 22.6 0.0 2.8 120 FTG ---- PE 0.0 103 351.8 0.0 22.8 0.0 0.012 TL 9.50 PV Pipe: 73 -20.8 1.728 PL 10.00 PF 0.1 103 351.8 0.0 22.8 0.0 2.8 120 FTG ---- PE 0.0 104 351.8 0.0 22.9 '0.0 0.012 TL 10.00 PV Pipe: 74 -20.8 1.728 PL 8.00 PF 0.1 104 351.8 0.0 22.9 0.0 2.8 120 FTG ---- FE 0.0 105 351.8 0.0 23.0 0.0 0.012 TL 8.00 PV Pipe: 75 -20.8 1.728 PL 13.00 PF 0.2 105 351.8 0.0 23.0 0.0 2.8 120 FTG 2L PE 0.0 106 351.8 0.0 23.2 0.0 0.012 TL 17.00 PV Pipe: 76 -20.8 1.728 PL 2.41 PF 0.2 106 351.8 0.0 23.2 0.0 2.8 120 FTG TL FE 0.3 20 351.1 0.0 It 23.6 0.0 0.012 TL 12.41 PV Pipe: 77 -23.9 1.728 PL 41.92 PF 0.8 11 349.2 0.0 22.6 0.0 3.3 120 FTG TL PE -1.1 107 351.8 0.0 22.3 0.0 0.016 TL 51.92 PV Pipe: 78 -23.9 1.728 PL 10.00 PF 0.2 107 351.8 0.0 22.3 0.0 3.3 120 FTG ---- PE 0.0 108 351.8 0.0 22.4 0.0 0.016 TL 10.00 PV Pipe: 79 -23.9 1.728 FL 9.50 PF 0.2 108 351.8 0.0 22.4 0.0 3.3 120 FTG ---- PE 0.0 109 351.8 0.0 22.6 0.0 0.016 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 80 -23.9 1.728 PL 10.00 PF 0.2 109 351.8 0.0 22.6 0.0 3.3 120 FTG ---- PE 0.0 110 351.8 0.0 22.7 0.0 0.016 TL 10.00 PV Pipe: 81 -23.9 1.728 PL 8.00 PF 0.1 110 351.8 0.0 22.7 0.0 3.3 120 FTG ---- PE 0.0 111 351.8 0.0 22.9 0.0 0.016 TL 8.00 PV Pipe: 82 -23.9 1.728 PL 2.75 PF 0.0 111 . 351.8 0.0 22.9 0.0 3.3 120 FTG ---- PE 0.0 23 351.8 0.0 22.9 0.0 0.016 TL 2.75 PV Pipe: 83 -23.9 1.728 PL 8.67 PF 0.3 23 351.8 0.0 22.9 0.0 3.3 120 FTG TL PE 0.3 21 351.1 0.0 23.5 0.0 0.016 TL 18.67 PV Pipe: 84 0.0 1.080 PL 6.75 PF 0.0 23 351.8 0.0 22.9 0.0. 0.0 120 FTG ET PE 0.0 112 351.8 0.0 22.9 0.0 0.000 TL 13.75 PV Pipe: 85 89.0 1.728 PL 0.67 PF 1.6 13 349.2 0.0 22.3 0.0 12.2 120 FTG T PE -0.3 13A 349.8 0.0 20.5 0.0 0.181 TL 8.67 PV Pipe: 86 -34.2 1.728 FL 41.25 PF 1.5 13A 349.8 0.0 20.5 0.0 4.7 120 FTG T PE -0.8 113 351.8 0.0 21.1 0.0 0.031 TL 49.25 PV Pipe: 87 -34.2 1.728 PL 10.00 PF 0.3 113 351.8 0.0 21.1 0.0 4.7 120 FTG ---- PE 0.0 114 351.8 0.0 21.5 0.0 0.031 TL 10.00 PV Pipe: 88 -34.2 1.728 FL 9.50 PF 0.3 114 351.8 0.0 21.5 0.0 4.7 120 FTG ---- PE 0.0 115 351.8 0.0 21.8 0.0 0.031 TL 9.50 PV Pipe: 89 -34.2 1.728 PL 10.00 PF 0.3 115 351.8 0.0 21.8 0.0 4.7 120 FTG ---- PE 0.0 116 351.8 0.0 22.1 0.0 0.031 TL 10.00 PV Pipe: 90 0 -34.2 1.728 PL 21.50 PF 1.1 116 351.8 0.0 22.1 0.0 4.7 120 FTG T3L PE 0.3 22 351.1 0.0 23.4 0.0 0.031 TL 35:50 PV Pipe: 91 . 74.7 1.728 FL 5.54 PF 2.0 6 349.2 0.0 24.3 0.0 10.2 .120 FTG TL FE -0.3 201 349.8 8.0 21.9 37.5 0.131 TL 15.54 PV Pipe: 92 37.3 1.728 PL 7.00 PF 0.3 201 349.8 8.0 21.9 37.5 5.1. 120 FTG ---- FE 0.0 202 349.8 8.0 21.7 37.3 0.036 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 93 73.3 1.728 PL 5.54 PF 2.0 8 349.2 0.0 23.4 0.0 10.0 120 FTG TL PE -0.3 203 349.8 8.0 21.1 36.8 0.127 TL. 15.54 PV Pipe: 94 36.6 1.728 PL 7.00 PF 0.2 203 349.8 8.0 21.1 36.8 5.0 120 FTG ---- PE 0.0 204 349.8 8.0 20.9 36.6 0.035 TL 7.00 PV Pipe: 95 72.3 1.728 PL 5.54 PF 1.9 10 349.2 0.0 22.8 0.0 9.9 120 FTG TL PE -0.3 205 349.8 8.0 20.6 36.3 0.123 TL 15.54 PV Pipe: 96 36.1 1.728 PL 7.00 PF 0.2 205 349.8 8.0 20.6 36.3 4.9 120 FTG ---- PE 0.0 206 349.8 8.0 20.3 36.1 0.034 TL 7.00 PV Pipe: 97 125.4 1.728 PL 5.54 PF 5.3 12 349.2 0.0 22.4 0.0 17.2 120 FTG TL PE -0.3 207 349.8 8.0 16.8 32.8 0.342 TL 15.54 PV Pipe: 98 92.7 1.728 PL 7.00 PF 1.4 207 349.8 8.0 16.8 32.8 12.7 120 FTG ---- PE 0.0 208 349.8 8.0 15.4 31.4 0.195 TL 7.00 PV Pipe: 99 61.3 1.728 PL 7.00 PF 0.6 208 349.8 8.0 15.4 31.4 8.4 120 FTG ---- PE 0.0 209 349.8 8.0 14.8 30.7 0.091 TL 7.00 PV Pipe: 100 30.5 1.728 PL 8.00 PF 0.2 209 349.8 8.0 14.8 30.7 4.2 120 FTG ---- PE 0.0 210 349.8 8.0 14.6 30.5 0.025 TL 8.00 PV Pipe: 101 123.3 1.728 PL 4.88 PF 4.3 13A 349.8 0.0 20.5 0.0 16.9 120 FTG T PE 0.0 211 349.8 8.0 16.2 32.2 0.331 TL 12.88 PV Pipe: 102 91.1 1.728 PL. 7.00 PF 1.3 211 349.8 8.0 16.2 32.2 12.5 120 FTG ---- PE 0.0 212 349.8 8.0 14.9 30.9 0.189 TL 7.00 PV Pipe: 103 60.2 1.728 PL 7.00 PF 0.6 212 349.8 8.0 14.9 30.9 8.2 120 FTG ---- PE 0.0 213 349.8 8.0 14.3 30.2 0.088 TL 7.00 PV Pipe: 104 30.0 1.728 PL 8.00 PF 0.2 213 349.8 8.0 14.3 30.2 4.1 120 FTG ---- PE 0.0 214 349.8 8.0 14.1 30.0 0.024 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18. AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of. 0.001 gpm and a maximum imbalance at any node of 0.109 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.4 ft/sec at pipe 42. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitti.ng Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 16.876 39.00 84.00 34.00 98.00 38.00 8.00 70.00 70.00 84.00 PAGE: C MATERIAL: Dynaf 1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B . G. A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPViv NPTee 1.728 4.00 8.00 2.00 9.00 6.00 1.00 10.00 13.00 10.00 2.703 6.00 12.00 4.00 14.00 7.00 1.00 10.00 13.00 15.00 3.314 7.00 15.00 5.00 16.00 10.00 1.00 13.00 16.00 19.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting. Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 5.914 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE;.BLDG 18 PETCO, PRE-SALES, AREA 2 PAGE: G MATERIAL: Dynath HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl1 ChkVlv BfyVlv Gatvlv 1.080 2.00 5.00 2.00 5.00 6.00 1.00 0.00 0.00 0.00 0 co 0 0 '.0 0 0 IV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 0 0 0 H 0 0 0 0 0 0 0 c'. 0 OD '.0 v ('4 H H FIRE S YS TEMS, INC. 4 LA COSTA TOWN SQUARE BUILDING 18/Petco Carlsbad, CA, AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Remote Area 1 Sales Floor: Density .20/1500 Remote Area 2 Pre-Sales Area: Density .30/EntireArea Water Flow Data Backflow Data 1c plans have beeti reviewed for apparentctiipliai1Ce with the cttlTeflt aplc.thle Codes and staiidards in force in the jurtsdition. The owner or cottiraclor tiuy iuiiluii, III,, review in support of an application for a hutldtng permit ith the express tundershtlldiltg that this ces iexs in no a t'elie es iIle os ,cc or ciuntuactuir or their protessiotial engineer or architect for sole respotusihility tuw full cotiipl iaAce with said codes and standards. including the building code or lix any responsihilty for tlçtjciCttcii5.ciri irs. omissions or negligetuce ill these ltuts whether or not noted in this review. I ucc;f( /, Reviewer: KZV rv-1 141: , COMMEND APPROVAL 7,14 11 Ifl-CONINIHNI) Al'I'R( tV.\I.. AS NOTED P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 1; BUILDING 18 SALESFLOOR REMOTE AREA: HAZARD: LH - OH-I - OH-11 _X_ EH-1 - EH-II - RES I NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 130 SQ. FT. USED; 130 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY TY3131 SSU 5.6 1/2 200 4 TY3131 SSU 5.6 1/2 155 1 TY4151 SSU 8.0 3/4 155 98 TY4151 SSU 8.0 3/4 286 22 1Y3231 SSP 5.6 112 -. 155 17 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1500 S.F. END SPRINKLER: 26.0 GPM @ 10.6 PSI. NO. OF SPRINKLERS FLOWING: 16 HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 465.3 GPM @ 46.4 PSI AT PUMP DISCHARGE NA GPM@ NA PSI AT SOURCE 715.3 GPM @ 86.0 PSI I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/22/2014A55 DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 106.2 104.4 1663.0 105.8 715.3 86.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 715.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 465.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 86.0 715.3 Ui 283.0 - - - - 86.0 U2 309.0 - - - - 74.7 U3 327.0 - - - - 66.9 U4 324.0 - - - - 53.1 U5 321.3. - - - - . 54.3 B2 319.0 - - - - 55.3 - - - Bi 318.0 - - - - 55.6 U6 323.0 - - - - 53.4 U7 323.0 - - - - 53.4 U8 305.0 - - - - 61.2 U9 333.5 - - - - 48.9 B7 334.0 - - - - 48.7 B6 334.0 - - - - 48.7 U1O 339.0 - - - -. 46.4 . - - - 011 343.0 - - - - 44.6 - - - U12 345.0 - - - - 43.7 - - - 013 343.0 - - - - 44.5 B23 339.0 - - - - 46.2 014 339.0 - - - - 46.2 015 337.0 - - - - 46.7 B18 331.0 HOSE STREAM 48.8 250.0 B20 329.0 - - - - 49.8 B25 307.0 - - - - 59.9 B9 338.0 - - - - 46.7 B8 338.0 - - - - 46.7 DPi 285.0 - - - - 85.1 RP1IN 290.0 . - - - - 82.9 - - - RP1OUT 290.0 - - - - 67.9 - - - DP2 285.0 - - - - 70.0 DP3 327.0 - - - - 66.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RP2IN 332.0 - - - - 64.7 - - - RP20UT 332.0 - - - - 49.7 DP4 327.0 - - - - 51.9 P11 329.0 - - - - 49.1 - - - P12 329.0 - - - - 48.8 - - - D23 327.5 - - - - 48.3 BR18 331.5 - - - - 46.4 TOR ,341.3 - - - - 38.6 1 349.2 - - - - 28.1 2 349.2 - - - - 26.7 - - - 3 349.2 - - - - 25.4 4 349.2 - - - 24.6 - - - 5 349.2 - - - - 23.7 6 349.2 - - - - . 23.5 7 349.2 - - - - 23.0 8 349.2 - - - - 22.8 9 349.2 - - - - 22.5 10 349.2 - - - - 22.4 - - - 11 349.2 - - - - 22.3 - - - 12 349.2 - - - - 22.2 13 349.2 - - - - 22.2 13A 349.8 - - - - 21.9 14 351.1 - - - - 20.7 15 351.1. - - - - 20.6 - - - 16 351.1 ---- 20.4 17 351.1 ---- 20.0 18 351.1 - - - - 19.3 19 351.1 - - - - 18.2 - - - 20 351.1 - - - - 17.4 - - - 21 351.1 - - - - 16.7 22 351.1 - - - - 16.7 23 351.8 - - - - 13.1 101 351.8 K= 8.00 13.5 29.4 102 351.8 K= 8.00 12.9 28.7 103 351.8 K= 8.00 12.7 28.5 104 351.8 K= 8.00 12.7 28.6 105 351.8 K= 8.00 13.0 28.8 106 351.8 K= 8.00 14.6 30.6 107 351.8 K= 8.00 13.4 29.2 108 351.8 K= 8.00 12.7 28.5 109 351.8 K= 8.00 12.6 28.4 110 351.8 K= 8.00 12.6 28.4 111 351.8 K= 8.00 12.8 28.6 112 351.8 K= 8.00 10.6 26.0 113 351.8 K= 8.00 14.8 30.7 114, 351.8 K= 8.00 14.3 30.3 115 351.8 K= 8.00 14.3 30.2 116 351.8 K= 8.00 14.3 30.3 p SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE DATA PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 1 SRC 283.0 SRCE Ui 283.0 0.0 Pipe: 2 Ui 283.0 0.0 02 309.0 0.0 Pipe: 3 02 309.0 0.0 03 327.0 0.0 Pipe: 4 U3 327.0 0.0 DP3 327.0 0.0 Pipe: 5 DP3 327.0 0.0 RP2IN 332.0 0.0 Pipe: 6 RP2IN 332.0 0.0 RP200T 332.0 0.0 Pipe: 7 RP20UT 332.0 0.0 DP4 327.0 0.0 Pipe: 8 DP4 327.0 0.0 04 324.0 0.0 Pipe: 9 U4 324.0 05 321.3 Pipe: 10 U5 321.3 B2 319.0 Pipe: ii B2 319.0 Bi 318.0 Pipe: 12 Bi 318.0 06 323.0 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) 715.3 11.938 PL 25.00 PF 0.0 86.0 (N/A) 2.1 150 FTG ---- PE 0.0 86.0 0.0 0.000 TL 25.00 PV 277.1 11.938 PL 465.00 PF 0.0 86.0 0.0 0.8 150 FTG ---- PE -11.3 74.7 0.0 0.000 TL 465.00 PV 277.1 16.876PL 552.00 PF 0.0 74.7 0.0 0.4 150 FTG T2L PE -7.8 66.9 0.0 0.000 TL 781.68 PV 277.1 9.514 PL 20.00 PF 0.0 66.9 0.0 1.3 150 FTG TG PE 0.0 66.9 0.0 0.000 TL 108.00 PV 277.1 10.520 PL 5.00 PF 0.0 66.9 0.0 1.0 140 FTG L PE -2.2 64.7 0.0 0.000 TL 31.00 PV FIXED PRESSURE LOSS DEVICE 64.7 0.0 15.0 psi, 277.1 gpm 49.7 0.0 277.1 10.520 PL 5.00 PF 0.0 49.7 0.0 1.0 140 FTG L PE 2.2 51.9 0.0 0.000 TL 31.00 PV 277.1 9.514 PL 138.00 PF 0.0 51.9 0.0 1.3 150 FTG LG PE 1.3 53.1 0.0 0.000 TL 172.00 PV 129.4 7.758 PL 67.00 PF 0.0 0.0 0.9 150 FTG G PE 1.2 0.0 0.000 TL 74.00 PV 129.4 7.758 PL 106.00 PF 0.0 0.0 0.9 150 FTG LG PE 1.0 0.0 0.000 TL 135.00 PV 129.4 7.758 PL 214.00 PF 0.0 0.0 0.9 150 FTG 2LG PE 0.4 0.0 0.000 TL 265.00 PV 129.4 7.758 PL 457.00 PF 0.1 0.0 0.9 150 FTG LG PE -2.2 0.0 0.000 TL 486.00 PV 0.0 53.1 0.0 54.3 0.0 54.3 0.0 55.3 0.0 55.3 0.0 55.6 0.0 55.6 0.0 53.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.. SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 129.4 7.758 PL 88.00 PF 0.0 06 323.0 0.0 53.4 0.0 0.9 150 FTG TLG PE 0.0 U7 323.0 0.0 53.4 0.0 0.000 TL 176.00 PV Pipe: 14 438.3 9.514 PL 55.00 PF 0.1 Ui 283.0 0.0 86.0 0.0 2.0 150 FTG TG PE -0.9 DPI 285.0 0.0 85.1 0.0 0.001 T•L 143.00 PV Pipe: 15 438.3 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 85.1 0.0 1.6 140 FTG L PE -2.2 RP1IN 290.0 0.0 82.9 0.0 0.000 TL 31.00 PV Pipe: 16 . FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 82.9 0.0 15.0 psi, 438.3 gpm RP10UT 290.0 0.0 67.9 0.0 Pipe: 17 438.3 10.520 PL 5.00 PF 0.0 RP.1OUT 290.0 0.0 67.9 0.0 1.6 140 FTG L PE 2.2 DP2 285.0 0.0 70.0 0.0 0.000 TL 31.00 PV Pipe: 18 438.3 9.514 PL 292.00 PF 0.2 DP2 285.0 0.0 70.0 0.0 2.0 150 FTG 2LG PE -8.7 U8 305.0 0.0 61.2 0.0 0.001 TL 352.00 PV Pipe: 19 42.0 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 61.2 0.0 0.3 150 FTG 2G PE -7.8 U7 323.0 0.0 53.4 0.0 0.000 TL 234.00 PV Pipe: 20 147.6 7.758 PL 344.00 PF 0.1 U4 324.0 0.0 53.1 0.0 1.0 150 FTG TG PE -4.1 U9 333.5 0.0 48.9 0.0 0.000 TL 410.00 PV Pipe: 21 147.6 7.758 PL 150.00 PF 0.0 U9 333.5 0.0 48.9 0.0 1.0 150 FTG 2L PE -0.2 B7 334.0 0.0 48.7 0.0 0.000 TL 194.00 PV Pipe: 22 147.6 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 48.7 0.0 1.0 150 FTG ----- PE 0.0 B6 334.0 0.0 48.7 0.0 0.000 TL 5.00 PV Pipe: 23 147.6 7.758 PL 338.00 PF 0.1 86 334.0 0.0 48.7 0.0 1.0 150 FTG ---- PE -2.2 U1O 339.0 0.0 46.4 0.0 0.000 TL 338.00 PV Pipe: 24 147.6 7.758 PL 309.00 PF 0.1 UlO 339.0 0.0 46.4 0.0 1.0 150 FTG T2L PE -1.7 Ull 343.0 0.0 44.6 0.0 0.000TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 147.6 7.758 PL 201.00 PF 0.0 U].]. 343.0 0.0 44.6 0.0 1.0 150 FTG LG PE -0.9 U12 345.0 0.0 43.7 0.0 0.000 TL 230.00 Pv Pipe: 26 147.6 7.758 PL 222.00 PF 0.1 U12 345.0 0.0 43.7 0.0 1.0 150 FTG T2LG PE 0.9 U13 343.0 0.0 44.5 0.0 0.000 TL 332.00 PV Pipe: 27 147.6 7.758 PL 201.00 PF 0.0 U13 343.0 0.0 44.5 0.0 1.0 150 FTG L PE 1.7 B23 339.0 0.0 46.2 0.0 0.000 TL 223.00 PV Pipe: 28 . 147.6 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 46.2 0.0 1.0 150 FTG G PE 0.0 U14 339.0 0.0 46.2 0.0 0.000 TL 83.00 PV Pipe: 29 -171.5 7.758 PL 383.00 PF 0.1 U14 339.0 0.0 46.2 0.0 1.2 150 FTG TG PE 0.4 B9 338.0 0.0 46.7 0.0 0.000 TL 449.00 PV Pipe: 30 -171.5 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 46.7 0.0 1.2 150 FTG ---- PE 0.0 B8 338.0 0.0 46.7 0.0 0.000 TL 10.00 PV Pipe: 31 -171.5 7.758 PL 488.00 PF 0.1 B8 338.0 0.0 46.7 0.0 1.2 150 FTG TG PE 6.5 U7 323.0 0.0 53.4 0.0 0.000 TL 554.00 PV Pipe: 32 319.1 7.758 PL 294.00 PF 0.3 U14 339.0 0.0 46.2 0.0 2.2 150 FTG T2L PE 0.9 U15 337.0 0.0 46.7 0.0 0.001 TL 397.00 PV Pipe: 33 319.1 7.758 PL 543.00 PF 0.5 U15 337.0 0.0 46.7 0.0 2.2 150 FTG 2L PE 2.6 B18 331.0 H.S. 48.8 250.0 0.001 TL 587.00 PV Pipe: 34 -396.2 7.758 PL 94.00 PF 0.1 B18 331.0 H.S. 48.8 250.0 2.7 150 FTG ---- PE 0.9 B20 329.0 0.0 49.8 0.0 0.001 TL 94.00 PV Pipe: 35 -396.2 7.758 PL 454.00 PF 0.6 B20 329.0 0.0 49.8 0.0 2.7 150 FTG 2L PE 9.5 B25 307.0 0.0 59.9 0.0 0.001 TL 498.00 PV Pipe: 36 -396.2 7.758 PL 220.00 PF 0.4 B25 307.0 0.0 59.9 0.0 2.7 150 FTG TG PE 0.9 U8 305.0 0.0 61.2 0.0 0.001 TL 286.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 465.3 5.914 PL 20.00 PF 0.5 B18 331.0 H.S. 48.8 250.0 5.4 150 FTG TLG PE 0.9 P11 329.0 0.0 49.1 0.0 0.006 TL 86.00 PV Pipe: 38 465.3 6.400 PL 6.00 PF 0.3 P11 329.0 0.0 49.1 0.0 4.6 140 FTG CG PE 0.0 P12 329.0 0.0 48.8 0.0 0.005 TL 62.00 PV Pipe: 39 465.3 5.914 PL 150.00 PF 1.1 P12 329.0 0.0 48.8 0.0 5.4 150 FTG 2L PE 0.6 D23 327.5 0.0 48.3 0.0 0.006 TL 178.00 PV Pipe: 40 465.3 6.400 PL 10.00 PF 0.2 D23 327.5 0.0 48.3 0.0 4.6 140 FTG 2L PE -1.7 BR18 331.5 0.0 46.4 0.0 0.005 TL 38.00 PV Pipe: 41 465.3 3.314 PL 11.83 PF 3.5 BR18 331.5 0.0 46.4 0.0 17.3 120 FTG 2L PE -4.3 TOR 341.3 0.0 38.6 0.0 0.162 TL 21.83 PV Pipe: 42 465.3 3.314 PL 23.66 PF 7.1 TOR 341.3 0.0 38.6 0.0 17.3 120 FTG 4L PE -3.4 1 349.2 0.0 28.1 0.0 0.162 TL 43.66 PV Pipe: 43 417.9 3.314 PL 11.00 PF 1.5 1 349.2 0.0 28.1 0.0 15.5 120 FTG ---- PE 0.0 2 349.2 0.0 26.7 0.0 0.133 TL 11.00 PV Pipe: 44 376.1 3.314 PL 12.00 PF 1.3 2 349.2 0.0 26.7 0.0 14.0 120 FTG ---- PE 0.0 3 349.2 0.0 25.4 0.0 0.109 TL 12.00 PV Pipe: 45 339.3 3.314 PL 8.75 PF 0.8 3 349.2 0.0 25.4 0.0 12.6 120 FTG ---- PE 0.0 4 349.2 0.0 24.6 0.0 0.090 TL 8.75 PV Pipe: 46 304.4 3.314 PL 12.00 PF 0.9 4 349.2 0.0. 24.6 0.0 11.3 120 FTG ---- PE 0.0 5 349.2 0.0 23.7 0.0 0.074 TL 12.00 PV Pipe: 47 270.3 3.314 PL 3.00 PF 0.2 5 349.2 0.0 23.7 0.0 10.1 120 FTG ---- PE 0.0 6 349.2 0.0 23.5 0.0 0.059 TL 3.00 PV Pipe: 48 270.3 3.314 PL 7.67 PF 0.5 6 349.2 0.0 23.5 0.0 10.1 120 FTG ---- PE 0.0 7 349.2 0.0 23.0 0.0 0.059 TL 7..67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 49 234.9 3.314 PL 4.33 PF 0.2 7 349.2 0.0 23.0 0.0 8.7 120 FTG ---- PE 0.0 8 349.2 0.0 22.8 0.0 0.046 TL 4.33 PV Pipe: 50 . 234.9 3.314 FL 7.67 PF 0.4 8 349.2 0.0 22.8 0.0 8.7 120 FTG ---- PE 0.0 9 349.2 0.0 22.5 0.0 0.046 TL 7.67 PV Pipe: 51 154.2 3.314 PL 4.33 PF 0.1 9 349.2 0.0 22.5 0.0 5.7 120 FTG ---- PE 0.0 10 349.2 0.0 22.4 0.0 0.021 TL 4.33 PV Pipe: 52 154.2 3.314 FL 6.67 PF 0.1 10 349.2 0.0 22.4 0.0 5.7 120 FTG ---- PE 0.0 11 349.2 0.0 22.3 0.0 0.021 TL 6.67 PV Pipe: 53 73.8 3.314 FL 5.00 PF 0.0 11 349.2 0.0 22.3 0.0 2.7 120 FTG ---- PE 0.0 12 349.2 0.0 22.2 0.0 0.005 TL 5.00 PV Pipe: 54 73.8 3.314 FL 6.00 PF 0.0 12 349.2 0.0 22.2 0.0 2.7 120 FTG ---- PE 0.0 13 349.2 0.0 22.2 0.0 0.005 TL 6.00 PV Pipe: 55 0 47.4 2.703 FL 11.00 PF 0.1 14. 351.1 0.0 20.7 0.0 2.7 120 FTG ---- PE 0.0 15 351.1 0.0 20.6 0.0 0.006 TL . 11.00 PV Pipe: 56 89.2 2.703 PL 12.00 PF 0.2 15 351.1 0.0 20.6 0.0 5.0 120 FTG ---- FE 0.0 16 351.1 0.0 20.4 0.0 0.021 TL 12.00 PV Pipe: 57 126.1 2.703 FL 9.75 PF 0.4 16 351.1 0.0 20.4 0.0 7.0 120 FTG ---- PE 0.0 17 351.1 0.0 20.0 0.0 0.039 TL 9.75 PV Pipe: 58 160.9 2.703 PL 12.00 PF 0.7 17 351.1 0.0 20.0 0.0 9.0 120 FTG ---- PE 0.0 18 351.1 0.0 19.3 0.0 0.061 TL 12.00 PV Pipe: 59 195.0 2.703 FL 12.00 PF 1.1 18 351.1 0.0 19.3 0.0 10.9 120 FTG ---- FE 0.0 19 351.1 0.0 18.2 0.0 0.088 TL 12.00 PV Pipe: 60 230.4 2.703 FL 6.67 PF 0.8 19 351.1 0.0 18.2 0.0 12.9 120 FTG ---- FE 0.0 20 351.1 0.0 17.4 0.0 0.119 TL 6.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 61 136.4 2.703 PL 15.00 PF 0.7 20 351.1 0.0 17.4 0.0 7.6 120 FTG ---- FE 0.0 21 351.1 0.0 16.7 0.0 0.045 TL 15.00 PV Pipe: 62 47.7 2.703 PL 13.08 PF 0.1 21 351.1 0.0 16.7 0.0 2.7 120 FTG ---- PE 0.0 22 351.1 0.0 16.7 0.0 0.006 TL 13.08 PV Pipe: 64 47.4 1.728 PL 90.83 PF 6.6 1 349.2 0.0 28.1 0.0 6.5 120 FTG 3TL PE 70.8 14 351.1 0.0 20.7 0.0 0.057 TL 116.83 PV Pipe: 65 41.7 1.728 PL 90.83 VF 5.2 2 349.2 0.0 26.7 0.0 5.7 120 FTG 3TL FE -0.8 15 351.1 0.0 20.6 0.0 0.045 TL. 116.83 PV Pipe: 66 36.9 1.728 PL 90.83 PF 4.1 3 349.2 0.0 25.4 0.0 5.0 120 FTG 3TL PE -0.8 16 351.1 0.0 20.4 0.0 0.036 TL 116.83 PV Pipe: 67 34.9 1.728 PL 90.83 PF 3.7 4 349.2 0.0 24.6 0.0 4.8 120 FTG 3TL PE -0.8 17 351.1 0.0 20.0 0.0 0.032 TL 116.83 PV Pipe: 68 34.1 1.728 PL 90.83 PF 3.6 5 349.2 0.0 23.7 0.0 4.7 120 FTG 3TL PE -0.8 18 351.1 0.0 19.3 0.0 0.031 TL 116.83 PV Pipe: 69 35.3 1.728 PL 92.17 PF 4.0 7 349.2 0.0 23.0 0.0 4.8 120 FTG 3T3L FE -0.8 19 351.1 0.0 18.2 0.0 0.033 TL 122.17 PV Pipe: 70 80.7 1.728 FL 41.92 PF 7.9 9 349.2 0.0 22.5 0.0 11.0 120 FTG TL FE -1.1 101 351.8 8.0 13.5 29.4 0.151 TL 51.92 PV Pipe: 71 51.3 1.728 FL 10.00 PF 0.7 101 351.8 8.0 13.5 29.4 7.0 120 FTG ---- PE 0.0 102 351.8 8.0 12.9 28.7 0.065 TL 10.00 PV Pipe: 72 22.6 1.728 PL 9.50 PF 0.1 102 351.8 8.0 12.9 28.7 3.1 120 FTG ---- PE 0.0 103 351.8 8.0 12.7 28.5 0.014 TL 9.50 PV Pipe: 73 -5.9 1.728 PL 10.00 PF 0.0 103 351.8 8.0 12.7 28.5 0.8 120 FTG ---- PE 0.0 104 351.8 8.0 12.7 28.6 0.001 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLIOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 74 -34.5 1.728 PL 8.00 PF 0.3 104 351.8 8.0 12.7 28.6 4.7 120 FTG ---- PE 0.0 105 351.8 8.0 13.0 28.8 0.031 TL 8.00 PV Pipe: 75 -63.4 1.728 PL 13.00 PF 1.6 105 351.8 8.0 13.0 28.8 8.7 120 FTG 2L PE 0.0 106 351.8 8.0 14.6 30.6 0.097 TL 17.00 PV Pipe: 76 -94.0 1.728 PL 2.41 PF 2.5 106 351.8 8.0 14.6 30.6 12.9 120 FTG TL PE 0.3 20 351.1 0.0 17.4 0.0 0.200 TL 12.41 PV Pipe: 77 80.4 1.728 PL 41.92 PF 7.8 11 349.2 0.0 22.3 0.0 11.0 120 FTG TL PE -1.1 107 351.8 8.0 13.4 29.2 0.150 TL 51.92 PV Pipe: 78 51.2 1.728 PL 10.00 PF 0.7 107 351.8 8.0 13.4 29.2 7.0 120 FTG ---- PE 0.0 108 351.8 8.0 12.7 28.5 0.065 TL 10.00 PV Pipe: 79 22.6 1.728 PL 9.50 PF 0.1 108 351.8 8.0 12.7 28.5 3.1 120 FTG ---- PE 0.0 109 351.8 8.0 12.6 28.4 0.014 TL 9.50 PV Pipe: 80 -5.7 1.728 PL 10.00 PF 0.0 109 351.8 8.0 12.6 28.4 0.8 120 FTG ---- PE 0.0 110 351.8 8.0 12.6 28.4 0.001 TL 10.00 PV Pipe: 81 -34.1 1.728 PL 8.00 PF 0.2 110 351.8 8.0 12.6 28.4 4.7 120 FTG ---- PE 0.0 111 351.8 8.0 12.8 28.6 0.031 TL 8.00 PV Pipe: 82 -62.7 1.728 PL 2.75 PF 0.3 111 351.8 8.0 12.8 28.6 8.6 120 FTG ---- PE 0.0 23 351.8 0.0 13.1 0.0 0.095 TL 2.75 PV Pipe: 83 -88.7 1.728 PL 8.67 PF 3.4 23 351.8 0.0 13.1 0.0 12.1 120 FTG TL PE 0.3 21 351.1 0.0 16.7 0.0 0.180 TL 18.67 PV Pipe: 84 26.0 1.080 PL 6.75 PF 2.5 23 351.8 0.0 13.1 0.0 9.1 120 FTG ET PE 0.0 112 351.8 8.0 10.6 26.0 0.183 TL 13.75 PV Pipe: 85 0.0 1.728 PL 0.67 PF 0.0 13 349.2 0.0 22.2 0.0 0.0 120 FTG T PE -0.3 13A 349.8 0.0 21.9 0.0 0.000 TL 8.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/22/2014A55 DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 86 73.8 1.728 PL 41.25 PF 6.3 13 349.2 0.0 22.2 0.0 10.1 120 FTG T PE -1.1 113 351.8 8.0 14.8 30.7 0.128 TL 49.25 PV Pipe: 87 43.1 1.728 PL 10.00 PF 0.5. 113 351.8 8.0 14.8 30.7 5.9 120 FTG ---- PE 0.0 114 351.8 8.0 14.3 30.3 0.047 TL 10.00 PV Pipe: 88 12.8 1.728 PL 9.50 PF 0.0 114 351.8 8.0 14.3 30.3 1.8 120 FTG ---- PE 0.0 115 351.8 8.0 14.3 30.2 0.005 TL 9.50 PV Pipe: 89 -17.4 1.728 PL 10.00 PF 0.1 115 351.8 8.0 14.3 30.2 2.4 120 FTG •---- PE 0.0 116 351.8 8.0 14.3 30.3 0.009 TL 10.00 PV Pipe: 90 -47.7 1.728 PL 21.50 PF 2.0 116 351.8 8.0 14.3 30.3 6.5 120 FTG T3L PE 0.3 22 351.1 0.0 16.7 0.0 0.057 TL 35.50 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.053 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.3 ft/sec at pipe 41. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 16.876 39.00 84.00 34.00 98.00 38.00 8.00 70.00 70.00 84.00 PAGE: C MATERIAL: Dynaf 1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C. B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.728 4.00 8.00 2.00 9.00 6.00 1.00 10.00 13.00 10.00 2.703 6.00 12.00 4.00 14.00 7.00 1.00 10.00 13.00 15.00 3.314 7.00 15.00 5.00 16.00 10.00 1.00 13.00 16.00 19.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 5.914 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 PAGE: G MATERIAL: Dynath HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv Gatvlv 1.080 2.00 5.00 2.00 5.00 6.00 1.00 0.00 0.00 0.00 0 0 0 '-I 0 0 0 0 0 0 0 — 0 '-I 0 14 0 0 ('1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 0 0 0 C." I- 0 0 0 0 9 0 0 c 0 0 0 0 0 (N 0 co ko (N r1 ••_ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 5/22/2014ASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 1-PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, SALESFLOOR, AREA 1 WATER SUPPLY CURVE 108+ *\\\\\\\\\O\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ I 104.4 psi @ 1663 gpm-> * I Flow Test Point 99+ 90+ I X 81+ P 72+ R I E I S I S 63+ U I R I E I 54+ ( I P I S I I 45+ ) I 36+ 27+ 18+ LEGEND I 'I I X = Required Water Supply I 86.02 psi 8 715.3 gpm 9+ I 0 = Available Water Supply If I 105.82 psi @ 715.3 gpm If ---+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic, Sprinkler System PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 2; BUILDING 18 PRE-SALES AREA REMOTE AREA: HAZARD: LH - OH-I - OH-11 - EH-1 _X_ EH-11 - RES NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 100 SQ. FT. USED; 100 SQ. FT. ALLOWED MANUFACTURER: MODEL TYPE TY3131 SSU TYCO K-FACTOR 5.6 SIZE 1/2 DEGREE 200 QTY 4 1Y3131 SSU 5.6 1/2 155 1 TY4151 SSU 8.0 3/4 155 98 1Y4151 SSU 8.0 3/4 286 22 TY3231 SSP 5.6 1/2 155 17 CALCULATION DATA: • DENSITY/AREA: .30 GPM/SF OVER Entire Area END SPRINKLER: 30.0 GPM @ 14.1 PSI. NO. OF SPRINKLERS FLOWING: 14 HOSE STREAM ALLOWANCE: 500 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 469.0 GPM @ 48.3 PSI AT PUMP. DISCHARGE NA GPM @ NA PSI AT SOURCE 969.0 GPM © 89.0 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) . (PSI) (GPM) (PSI) SRC 106.2 104.4 1663.0 105.5 969.0 89.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 969.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 469.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 89.0 969.0 Ui 283.0 - - - - 89.0 U2 309.0 - - - - 77.7 - - - U3 327.0 - - - - 69.8 U4 324.0 - - - - 56.0 U5 321.3 - - - - 57.2 - - - B2 319.0 - - - - 58.1 - - - Bi 318.0 - - - - 58.5 - - - U6 323.0 - - - - 56.2 U7 323.0 - - - - 56.1 U8 305.0 - - - - 63.9 U9 333.5 - - - - 51.7 B7 334.0 - - - - 51.5 - - - B6 334.0 - - - - 51.5 U1O 339.0 - - - - 49.2 Uli 343.0 - - - - 47.3 - - - U12 345.0 - - - - 46.3 - - - U13 343.0 - - - - 47.1 B23 339.0 - - - - 48.7 - - - U14 339.0 - - - - 4.8.7 - - - U15 337.0 - - - - 49.0 - - - B18 331.0 HOSE STREAM 50.7 500.0 B20 329.0 - - - - 51.8 B25 307.0 - - - - 62.4 - - - B9 338.0 - - - - 49.4 B8 338.0 - - - - 49.4 DPi 285.0 - - - - 88.0 RP1IN 290.0 - - - - 85.8 - - - RP100T 290.0 - - - - 70.8 DP2. 285.0 - - - - 72.9 - - - DP3 327.0 - - - - 69.8 -. - - RP2IN 332.0 - - - - 67.6 - - - RP20UT 332.0 - - - - 52.6 - - - DP4 327.0 - - - - 54.8 - - - P11 329.0 - - - - . 51.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P12 329.0 - - - - 50.7 D23 327.5 - - - - 50.2 - - BR18 331.5 - - - - 48.3 - - - TOR 341.3 - - - - 40.4 - - - 1 349.2 - - - - 29.9 2 349.2 - - - - 28.3 - - - 3 349.2 - - - - 26.8 - - - 4 349.2 - - - - 25.8 5 349.2 - - - - 24.6 - - - 6 349.2 - - - - 24.3 7 349.2 - - - - 23.7 8 349.2 - - - - 23.4 9 349.2 - - - - 23.0 - - - 10 349.2 - ---- 22.8 11 349.2 - - - - 22.6 - - - 12 349.2 - - - - 22.4 13 349.2 - - - - 22.3 - - - 13A 349.8 - - - - 20.5 14 351.1 - - - - 24.7 - - - 15 351.1 - - - - 24.7 16 351.1 - - - - 24.5 17 351.1 - - - - 24.3 - - - 18 351.1 - - - - 24.0 - - - 19 351.1 - - - - 23.7 20 351.1 - - - - 23.6 21 351.1 - - - - 23.5 - - - 22 351.1 - - - - 23.4 - - - 23 351.8 - - - - 22.9 101 351.8 - - - - 22.5 102 351.8 - - - - 22.6 - - - 103 351.8 - - - - 22.8 - - - 104 351.8 - - - - 22.9 - - - 105 351.8 - - - - 23.0 106 351.8 - - - - 23.2 107 351.8 - - - - 22.3 - - - 108 351.8 - - - - 22.4 - - - 109 351.8 - - - - 22.6 110 351.8 - - - - 22.7 - - - 111 351.8 - - - - 22.9 - - - 112 351.8 - - - - 22.9 - - - 113 351.8 - - - - 21.1 114 351.8 - - - - 21.5 - - - 115 351.8 - - - - 21.8 - - - 116 351.8 - - - - 22.1 - - - 201 349.8 K= 8.00 21.9 37.5 202 349.8 K= 8.00 21.7 37.3 203 349.8 K= 8.00 21.1 36.8 204 349.8 K= 8.00 20.9 36.6 205 349.8 K= 8.00 20.6 36.3 206 . 349.8 K= 8.00 20.3 36.1 207 349.8 K= 8.00 16.8 32.8 208 349.8 K= 8.00 15.4 31.4 209 349.8 K= 8.00 14.8 30.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 210 349.8 K= 8.00 14.6 30.5 211 349.8 K= 8.00 16.2 32.2 212 349.8 K= 8.00 14.9 30.9 213 349.8 K= 8.00 14.3 30.2 214 349.8 K= 8.00 14.1 30.0 Pipe: 5 DP3 327.0 RP2IN 332.0 Pipe: 6 RP2IN 332.0 RP20UT 332.0 Pipe: 7 RP20UT 332.0 DP4 327.0 Pipe: 8 DP4 327.0 U4 324.0 Pipe: 9 U4 324.0 U5 321.3 Pipe: 10 U5 321.3 B2 319.0 Pipe: ii B2 319.0 Bi 318.0 Pipe: 12 Bi 318.0 U6 323.0 Pipe: 13 U6 323.0 U7 323.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG .18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 969.0 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 89.0 (N/A) 2.8 150 FTG ---- PE 0.0 Ui 283.0 0.0 89.0 0.0 0.001 TL 25.00 PV Pipe: 2 375.4 11.9.38 PL 465.00 PF 0.1 Ui 283.0 0.0 89.0 0.0 1.1 150 FTG ---- PE -11.3 U2 309.0 0.0 77.7 0.0 0.000 TL 465.00 PV Pipe: 3. 375.4 16.876 PL 552.00 PF 0.0 U2 309.0 0.0 77.7 0.0 0.5 150 FTG T2L PE -7.8 U3 327.0 0.0 69.8 0.0 0.000 TL 781.68 PV Pipe: 4 375.4 9.514 PL 20.00 PF 0.0 U3 327.0 0.0 69.8 0.0 1.7 150 FTG TG PE 0.0 DP3 327.0 0.0 69.8 0.0 0.000 TL 108.00 PV 375.4 10.520 PL 5.00 PF 0.0 0.0 69.8 0.0 1.4 140 FTG L PE -2.2 0.0 67.6 0.0 0.000 TL 31.00 PV FIXED PRESSURE LOSS DEVICE 0.0 67.6 0.0 15.0 psi, 375.4 gpm 0.0 52.6 0.0 375.4 10.520 PL 5.00 PF 0.0 0.0 52.6 0.0 1.4 140 FTG L PE 2.2 0.0 54.8 0.0 0.000 TL 31.00 PV 375.4 9.514 PL 138.00 PF 0.1 0.0 54.8 0.0 1.7 150 FTG LG PE 1.3 0.0 56.0 0.0 0.000 TL 172.00 PV 175.4 7.758 PL 67.00 PF 0.0 0.0 56.0 0.0 1.2 150 FTG G PE 1.2 0.0 57.2 0.0 0.000 TL 74.00 PV 175.4 7.758 PL 106.00 PF 0.0 0.0 57.2 0.0 1.2 150 FTG LG PE 1.0 0.0 58.1 0.0 0.000 TL 135.00 PV 175.4 7.758 PL 214.00 PF 0.1 0.0 58.1 0.0 1.2 150 FTG 2LG PE 0.4 0.0 58.5 0.0 0.000 TL 265.00 PV 175.4 7.758 PL 457.00 PF 0.1 0.0 58.5 0.0 1.2 150 FTG LG PE -2.2 0.0 56.2 0.0 0.000 TL 486.00 PV 175.4 7.758 PL 88.00 PF 0.0 0.0 56.2 0.0 1.2 150 FTG TLG PE 0.0 0.0 56.1 0.0 0.000 TL 176.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 593.7 9.514 FL 55.00 PF 0.1 Ui 283.0 0.0 89.0 0.0 2.7 150 FTG TG FE -0.9 DPi 285.0 0.0 88.0 0.0 0.001 TL 143.00 PV Pipe: 15 593.7 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 88.0 0.0 2.2 140 FTG L PE -2.2 RP1IN 290.0 0.0 85.8 9.0 0.001 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 85.8 0.0 15.0 psi, 593.7 gpm RP1OUT 290.0 0.0 70.8 0.0 Pipe: 17 593.7 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 70.8 0.0 2.2 140 FTG L FE 2.2 DP2 285.0 0.0 72.9 0.0 0.001 TL 31.00 PV Pipe: 18 593.7 9.514 FL 292.00 PF 0.3 DF2 285.0 0.0 72.9 0.0 2.7 150 FTG 2LG FE -8.7 U8 305.0 0.0 63.9 0.0 0.001 TL 352.00 PV Pipe: 19 56.9 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 63.9 0.0 0.4 150 FTG 2G FE -7.8 U7 323.0 0.0 56.1 0.0 0.000 TL 234.00 PV Pipe: 20 200.0 7.758 FL 344.00 PF 0.1 U4 324.0 0.0 56.0 0.0 1.4 150 FTG TG PE -4.1 U9 333.5 0.0 51.7 0.0 0.000 TL 410.00 PV Pipe: 21 200.0 7.758 FL 150.00 PF 0.1 U9 333.5 0.0 51.7 0.0 1.4 150 FTG 2L FE -0.2 B7 334.0 0.0 51.5 0.0 0.000 TL 194.00 PV Pipe: 22 200.0 7.758 FL 5.00 PF 0.0 B7 334.0 0.0 51.5 0.0 1.4 150 FTG ---- PE 0.0 B6 334.0 0.0 51.5 0.0 0.000 TL 5.00 PV Pipe: 23 200.0 7.758 FL 338.00 PF 0.1 B6 334.0 0.0 51.5 0.0 1.4 150 FTG ---- FE -2.2 U10 339.0 0.0 49.2 0.0 0.000 TL 338.00 PV Pipe: 24 200.0 7.758 FL 309.00 PF 0.1 U10 339.0 0.0 49.2 0.0 1.4 150 FTG T2L FE -1.7 Ull 343.0 0.0 47.3 0.0 0.000 TL 412.00 PV Pipe: 25 200.0 7.758 FL 201.00 PF 0.1 Ull 343.0 0.0 47.3 0.0 1.4 150 FTG LG FE -0.9 U12 345.0 0.0 46.3 0.0 0.000 TL 230.00 PV Pipe: 26 200.0 7.758 PL 222.00 PF 0.1 U12 345.0 0.0 46.3 0.0 1.4 150 FTG T2LG FE 0.9 U13 343.0 0.0 47.1 0.0 0.000 TL 332.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 200.0 7.758 PL 201.00 PF 0.1 U13 343.0 0.0 47.1 0.0 1.4 .150 FTG L PE 1.7 B23 339.0 0.0 48.7 0.0 0.000 TL 223.00 PV Pipe: 28 200.0 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 48.7 0.0 1.4 150 FTG G PE 0.0 U14 339.0 0.0 48.7 0.0 0.000 TL 83.00 PV Pipe: 29 -232.3 7.758 PL 383.00 PF 0.2 U14 339.0 0.0 48.7 0.0 1.6 150 FTG TG PE 0.4 B9 338.0 0.0 49.4 0.0 0.000 TL 449.00 PV Pipe: 30 -232.3 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 49.4 0.0 1.6 150 FTG ---- PE 0.0 B8 338.0 0.0 49.4 0.0 0.000 TL 10.00 PV Pipe: 31 -232.3 7.758 PL 488.00 PF 0.3 B8 338.0 0.0 49.4 0.0 1.6 150 FTG TG PE 6.5 U7 323.0 0.0 56.1 0.0 0.000 TL 554.00 PV Pipe: 32 432.3 7.758 PL 294.00 PF 0.6 U14 339.0 0.0 48.7 0.0 2.9 150 FTG T2L PE 0.9 U15 337.0 0.0 49.0 0.0 0.001 TL 397.00 PV Pipe: 33 432.3 7.758 PL 543.00 PF 0.9 U15 337.0 0.0 49.0 0.0 2.9 150 FTG 2L PE 2.6 B18 331.0 H.S. 50.7 500.0 0.001 TL 587.00 PV Pipe: 34 -536.8 7.758 PL 94.00 PF 0.2 B18 331.0 H.S. 50.7 500.0 3.6 150 FTG ---- PE 0.9 B20 329.0 0.0 51.8 0.0 0.002 TL 94.00 PV Pipe: 35 -536.8 7.758 PL 454.00 PF 1.1 B20 329.0 0.0 51.8 0.0 3.6 150 FTG 2L PE 9.5 B25 307.0 0.0 62.4 0.0 0.002 TL 498.00 PV Pipe: 36 -536.8 7.758 PL 220.00 PF 0.6 B25 307.0 0.0 62.4 0.0 .3.6 150 FTG TG PE 0.9 U8 305.0 0.0 63.9 0.0 0.002 TL 286.00 PV Pipe: 37 469.1 5.914 PL 20.00 PF 0.6 B18 331.0 H.S. 50.7 500.0 5.5 150 FTG TLG PE 0.9 P11 329.0 0.0 51.0 0.0 0.006 TL 86.00 PV Pipe: 38 469.1 6.400 PL 6.00 PF 0.3 P11 329.0 0.0 51.0 0.0 4.7 140 FTG CG PE 0.0 P12 329.0 0.0 50.7 0.0 0.005 TL 62.00 PV Pipe: 39 469.1 5.914 PL 150.00 PF 1.2 P12 329.0 0.0 50.7 0.0 5.5 150 FTG 2L PE 0.6 D23 327.5 0.0 50.2 0.0 0.006 TL 178.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 469.1 6.400 PL 10.00 PF 0.2 D23 327.5 0.0 50.2 0.0 4.7 140 FTG 2L PE -1.7 BR18 331.5 0.0 48.3 0.0 0.005 TL 38.00 PV Pipe: 41 469.1 3.314 PL 11.83 PF 3.6 BR18 331.5 0.0 48.3 0.0 17.4 120 FTG 2L PE -4.3 TOR 341.3 0.0 40.4 0.0 0.165 TL 21.83 PV Pipe: 42 469.1 3.314 PL 23.66 PF 7.2 TOR 341.3 0.0 40.4 0.0 17.4 120 FTG 4L PE -3.4 1 349.2 0.0 29.9 0.0 0.165 TL 43.66 PV Pipe: 43 431.4 3.314 PL 11.00 PF 1.6 1 349.2 0.0 29.9 0.0 16.0 120 FTG ---- PE 0.0 2 349.2 0.0 28.3 0.0 0.141 TL 11.00 PV Pipe: 44 401.6 3.314 FL 12.00 PF 1.5 2 349.2 0.0 28.3 0.0 14.9 120 FTG ---- PE 0.0 3 349.2 0.0 26.8 0.0 0.123 TL 12.00 PV Pipe: 45 380.6 3.314 PL 8.75 PF 1.0 3 349.2 0.0 26.8 0.0 14.2 120 FTG ---- FE 0.0 4 349.2 0.0 25.8 0.0 0.112 TL 8.75 PV Pipe: 46 366.7 3.314 PL 12.00 PF 1.3 4 349.2 0.0 25.8 0.0 13.6 120 FTG ---- PE 0.0 5 349.2 0.0 24.6 0.0 0.104 TL 12.00 PV Pipe: 47 374.8 3.314 PL 3.00 PF 0.3 5 349.2 0.0 24.6 0.0 13.9 120 FTG ---- PE 0.0 6 349.2 0.0 24.3 0.0 0.109 TL 3.00 PV Pipe: 48 300.0 3.314 PL 7.67 PF 0.6 6 349.2 0.0 24.3 0.0 11.2 120 FTG ---- PE 0.0 7 349.2 0.0 23.7 0.0 0.072 TL 7.67 PV Pipe: 49 315.4 3.314 PL 4.33 PF 0.3 7 349.2 0.0 23.7 0.0 11.7 120 FTG ---- FE 0.0 8 349.2 0.0 23.4 0.0 0.079 TL 4.33 PV Pipe: 50 242.1 3.314 PL 7.67 PF 0.4 8 349.2 0.0 23.4 0.0 9.0 120 FTG ---- PE 0.0 9 349.2 0.0 23.0 0.0 0.048 TL 7.67 PV Pipe: 51 262.8 3.314 FL 4.33 PF 0.2 9 349.2 0.0 23.0 0.0 9.8 120 FTG ---- PE 0.0 10 349.2 0.0 22.8 0.0 0.056 TL 4.33 PV Pipe: 52 190.5 3.314 FL 6.67 PF 0.2 10 349.2 0.0 22.8 0.0 7.1 120 FTG ---- PE 0.0 11 349.2 0.0 22.6 0.0 0.031 TL 6.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 214.4 3.314 PL 5.00 PF 0.2 11 349.2 0.0 22.6 0.0 8.0 120 FTG ---- PE 0.0 12 349.2 0.0 22.4 0.0 0.039 TL 5.00 PV Pipe: 54 89.0 3.314 PL 6.00 PF 0.0 12 349.2 0.0 22.4 0.0 3.3 120 FTG ---- PE 0.0 13 349.2 0.0 22.3 0.0 0.008 TL 6.00 PV Pipe: 55 37.6 2.703 PL 11.00 PF 0.0 14 351.1 0.0 24.7 0.0 2.1 120 FTG ---- PE 0.0 15 351.1 0.0 24.7 0.0 0.004 TL 11.00 PV Pipe: 56 67.4 2.703 PL 12.00 PF 0.1 15 351.1 0.0 24.7 0.0 3.8 120 FTG ---- PE 0.0 16 351.1 0.0 24.5 0.0 0.012 TL 12.00 PV Pipe: 57 88.4 2.703 PL 9.75 PF 0.2 16 351.1 0.0 24.5 0.0 4.9 120 FTG ---- PE 0.0 17 351.1 0.0 24.3 0.0 0.020 TL 9.75 PV Pipe: 58 102.3 2.703 PL 12.00 PF 0.3 17 351.1 0.0 24.3 0.0 5.7 120 FTG ---- PE 0.0 18 351.1 0.0 24.0 0.0 0.027 TL 12.00 PV Pipe: 59 94.3 2.703 PL 12.00 PF 0.3 18 351.1 0.0 24.0 0.0 5.3 120 FTG ---- PE 0.0 19 351.1 0.0 23.7 0.0 0.023 TL 12.00 PV Pipe: 60 78.9 2.703 PL 6.67 PF 0.1 19 351.1 0.0 23.7 0.0 4.4 120 FTG ---- PE 0.0 20 351.1 0.0 23.6 0.0 0.016 TL 6.67 PV Pipe: 61 58.2 2.703 PL 15.00 PF 0.1 20 351.1 0.0 23.6 0.0 3.3 120 FTG ---- PE 0.0 21 351.1 0.0 23.5 0.0 0.009 TL 15.00 PV Pipe: 62 34.2 2.703 PL 13.08 PF 0.0 21 351.1 0.0 23.5 0.0 1.9 120 FTG ---- PE 0.0 22 351.1 0.0 23.4 0.0 0.003 TL 13.08 PV Pipe: 64 37.6 1.728 PL • 90.83 PF 4.3 1 349.2 0.0 29.9 0.0 5.1 120 FTG 3TL PE -0.8 14 351.1 0.0 24.7 0.0 0.037 TL 116.83 PV Pipe: 65 29.8 1.728 PL 90.83 PF 2.8 2 349.2 0.0 28.3 0.0 4.1 120 FTG 3TL PE -0.8 15 351.1 0.0 24.7 0.0 0.024 TL 116.83 PV Pipe: 66 21.0 1.728 FL 90.83 PF 1.5 3 349.2 0.0 26.8 0.0 2.9 120 FTG 3TL PE -0.8 16 351.1 0.0 24.5 0.0 0.013 TL 116.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 FETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 67 13.9 1.728 FL 90.83 PF 0.7 4 349.2 0.0 25.8 0.0 1.9 120 FTG 3TL FE -0.8 17 351.1 0.0 24.3 0.0 0.006 TL 116.83 PV Pipe: 68 -8.1 1.728 PL 90.83 PF 0.3 5 349.2 0.0 24.6 0.0 1.1 120 FTG 3TL PE -0.8 18 351.1 0.0 24.0 0.0 0.002 TL 116.83 PV Pipe: 69 -15.3 1.728 FL 92.17 PF 0.9 7 349.2 0.0 23.7 0.0 2.1 120 FTG 3T3L FE -0.8 19 351.1 0.0 23.7 0.0 0.007 TL 122.17 PV Pipe: 70 -20.8 1.728 FL 41.92 PF 0.6 9 349.2 0.0 23.0 0.0 2.8 120 FTG TL FE -1.1 101 351.8 0.0 22.5 0.0 0.012 TL 51.92 PV Pipe: 71 -20.8 1.728 FL 10.00 PF 0.1 101 351.8 0.0 22.5 0.0 2.8 120 FTG ---- FE 0.0 102 351.8 0.0 22.6 0.0 0.012 TL 10.00 PV Pipe: 72 -20.8 1.728 FL 9.50 PF 0.1 102 351.8 0.0 22.6 0.0 2.8 120 FTG ---- PE 0.0 103 351.8 0.0 22.8 0.0 0.012 TL 9.50 PV Pipe: 73 -20.8 1.728 FL 10.00 PF 0.1 103 351.8 0.0 22.8 0.0 2.8 120 FTG ---- PE 0.0 104 351.8 0.0 22.9 0.0 0.012 TL 10.00 PV Pipe: 74 -20.8 1.728 FL 8.00 PF 0.1 104 351.8 0.0 22.9 0.0 2.8 120 FTG ---- FE 0.0 105 351.8 0.0 23.0 0.0 0.012 TL 8.00 PV Pipe: 75 -20.8 1.728 PL 13.00 PF 0.2 105 351.8 0.0 23.0 0.0 2.8 120 FTG 2L FE 0.0 106 351.8 0.0 23.2 0.0 0.012 TL 17.00 PV Pipe: 76 -20.8 1.728 FL 2.41 PF 0.2 106 351.8 0.0 23.2 0.0 2.8 120 FTG TL FE 0.3 20 351.1 0.0 23.6 0.0 0.012 TL 12.41 PV Pipe: 77 -23.9 1.728 PL 41.92 PF 0.8 11 349.2 0.0 22.6 0.0 3.3 120 FTG TL FE -1.1 107 351.8 0.0 22.3 0.0 0.016 TL 51.92 PV Pipe: 78 -23.9 1.728 PL 10.00 PF 0.2 107 351.8 0.0 22.3 0.0 3.3 120 FTG ---- FE 0.0 108 351.8 0.0 22.4 0.0 0.016 TL 10.00 PV Pipe: 79 -23.9 1.728 FL 9.50 PF 0.2 108 351.8 0.0 22.4 0.0 3.3 120 FTG ---- FE 0.0 109 351.8 0.0 22.6 0.0 0.016 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 !ETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 80 -23.9 1.728 PL 10.00 PF 0.2 109 351.8 0.0 22.6 0.0 3.3 120 FTG ---- PE 0.0 110 351.8 0.0 22.7 0.0 0.016 TL 10.00 PV Pipe: 81 -23.9 1.728 PL 8:00 PF 0.1 110 351.8 0.0 22.7 0.0 3.3 120 FTG ---- PE 0.0 111 351.8 0.0 22.9 0.0 0.016 TL 8.00 PV Pipe: 82 -23.9 1.728 PL 2.75 PF 0.0 111 351.8 0.0 22.9 0.0 3.3 120 FTG ---- PE 0.0 23 351.8 0.0 22.9 0.0 0.016 TL 2.75 PV Pipe: 83 -23.9 1.728 PL 8.67 PF 0.3 23 351.8 0.0 22.9 0.0 3.3 120 FTG TL PE 0.3 21 351.1 0.0 23.5 0.0 0.016 TL 18.67 PV Pipe: 84 0.0 1.080 PL 6.75 PF 0.0 23 351.8 0.0 22.9 0.0 0.0 120 FTG ET PE 0.0 112 351.8 0.0 22.9 0.0 0.000 TL 13.75 PV Pipe: 85 89.0 1.728 PL 0.67 PF 1.6 13 349.2 0.0 22.3 0.0 12.2 120 FTG T PE -0.3 13A 349.8 0.0 20.5 0.0 0.181 TL 8.67 PV Pipe: 86 -34.2 1.728 PL 41.25 PF 1.5 13A 349.8 0.0 20.5 0.0 4.7 120 FTG T PE -0.8 113 351.8 0.0 21.1 0.0 0.031 TL 49.25 PV Pipe: 87 -34.2 1.728 PL 10.00 PF. 0.3 113 351.8 0.0 21.1 0.0 4.7 120 FTG ---- PE 0.0 114 351.8 0.0 21.5 0.0 0.031 TL 10.00 PV Pipe: 88 -34.2 1.728 PL 9.50 PF 0.3 114 351.8 0.0 21.5 0.0 4.7 120 FTG ---- PE 0.0 115 351.8 0.0 21.8 0.0 0.031 TL 9.50 PV Pipe: 89 -34.2 1.728 PL 10.00 PF 0.3 115 351.8 0.0 21.8 0.0 4.7 120 FTG ---- PE 0.0 116 351.8 0.0 22.1 0.0 0.031 TL 10.00 PV Pipe: 90 -34.2 1.728 PL 21.50 PF 1.1 116 351.8 0.0. 22.1 0.0 4.7 120 FTG T3L PE 0.3 22 351.1 0.0 23.4 0.0 0.031 TL 35.50 PV Pipe: 91 74.7 1.728 PL 5.54 PE 2.0 6 349.2 0.0 24.3 0.0 10.2 120 FTG TL PE -0.3 201 349.8 8.0 21.9 37.5 0.131 TL 15.54 PV Pipe: 92 37.3 1.728 PL 7.00 PF 0.3 201 349.8 8.0 21.9 37.5 5.1 120 FTG ---- PE 0.0 202 349.8 8.0 21.7 37.3 0.036 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 93 73.3 1.728 PL 5.54 PF 2.0 8 349.2 0.0 23.4 0.0 10.0 120 FTG TL PE -0.3 203 349.8 8.0 21.1 36.8 0.127 TL 15.54 PV Pipe: 94 36.6 1.728 PL 7.00 PF 0.2 203 349.8 8.0 21.1 36.8 5.0 120 FTG ---- PE 0.0 204 349.8 8.0 20.9 36.6 0.035 TL 7.00 PV Pipe: 95 72.3 1.728 PL 5.54 PF 1.9 10 349.2 0.0 22.8 0.0 9.9 120 FTG TL PE -0.3 205 349.8 8.0 20.6 36.3 0.123 TL 15.54 PV Pipe: 96 36.1 1.728 PL 7.00 PF 0.2 205 349.8 8.0 20.6 36.3 4.9 120 FTG ---- PE 0.0 206 349.8 8.0 20.3 36.1 0.034 TL 7.00 PV Pipe: 97 125.4 1.728 FL 5.54 PF 5.3 12 349.2 0.0 22.4 0.0 17.2 120 FTG TL FE -0.3 207 349.8 8.0 16.8 32.8 0.342 TL 15.54 PV Pipe: 98 92.7 1.728 PL 7.00 PF 1.4 207 349.8 8.0 16.8 32.8 12.7 120 FTG ---- PE 0.0 208 349.8 8.0 15.4 31.4 0.195 TL 7.00 PV Pipe: 99 61.3 1.728 PL 7.00 PF 0.6 208 349.8 8.0 15.4 31.4 8.4 120 FTG ---- PE 0.0 209 349.8 8.0 14.8 30.7 0.091 TL 7.00 PV Pipe: 100 30.5 1.728 PL 8.00 PF 0.2 209 349.8 8.0 14.8 30.7 4.2 120 FTG ---- FE 0.0 210 349.8 8.0 14.6 30.5 0.025 TL 8.00 PV Pipe: 101 123.3 1.728 PL 4.88 PF 4.3 13A 349.8 0.0 20.5 0.0 16.9 120 FTG T FE 0.0 211 349.8 8.0 16.2 32.2 0.331 TL 12.88 PV Pipe: 102 91.1 1.728 PL 7.00 PF 1.3 211 349.8 8.0 16.2 32.2 12.5 120 FTG ---- PE 0.0 212 349.8 8.0 14.9 30.9 0.189 TL 7.00 PV Pipe: 103 60.2 1.728 PL 7.00 PF 0.6 212 349.8 8.0 14.9 30.9 8.2 120 FTG ---- PE 0.0 213 349.8 8.0 14.3 30.2 0.088 TL 7.00 PV Pipe: 104 30.0 1.728 PL 8.00 PF 0.2 213 349.8 8.0 14.3 30.2 4.1 120.FTG ---- FE 0.0 214 349.8 8.0 14.1 30.0 0.024 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.109 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.4 ft/sec at pipe 42. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPVlv NPTee 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 16.876 39.00 84.00 34.00 98.00 38.00 8.00 70.00 70.00 84.00 PAGE: C MATERIAL: Dyriaf 1 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.728 4.00 8.00 2.00 9.00 6.00 1.00 10.00 13.00 10.00 2.703 6.00 12.00 4.00 14.00 7.00 1.00 10.00 13.00 15.00 3.314 7.00 15.00 5.00 16.00 10.00 1.00 13.00 16.00 19.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv ,GatVlv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 5.914 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 PAGE: G MATERIAL: Dynath HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngE1l ChkVlv BfyVlv Gatvlv 1.080 2.00 5.00 2.00 5.00 6.00 1.00 0.00 0.00 0.00 N H 0 0 CD 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 18 AREA 2.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 18 PETCO, PRE-SALES, AREA 2 0 0 0 0 0 0 0 c 0 0 0 0 0 0 C'.) 000 W v C14 H H cDCDrI 04rx1U)U)1