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3415 VIA MONTEBELLO; ; AS140125; Permit
5/2/24, 4:02 PM AS140125 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140125 3415 VIA Job Address: Status: ISSUED MONTEBELLO Permit Type: SPRINK Applied 5/29/2014 Parcel No: 2230507200 Approved: 5/30/2014 Lot #: 0 Reference No.: Issued: 5/30/2014 PC #: Inspector: Project Title:. LA COSTA TOWN SQUARE BLDG 20 Applicant: PARAMOUNT FIRE SYSTEMS, INC P.O. BOX 713194 SANTEE, CA 619-562-6247 Owner: PROPERTY DEVELOPMENT CENTERS L L C C/O SAFEWAY INC 5918 STONERIDGE MALL RD PLEASANTON CA - Fees($) Add'l Fees ($) Total ($) Balance ($) 201 0 201 0 about:blank 1/1 mrnc liii t FIRE SYSTEMS, INC. A. LA COSTA TOWN SQUARE BUILDING 20/SteinMart Carlsbad, CA, AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Remote Area 20A, Stockroom: Density .40/Entire Area Remote Area 20B, Sales Floor: Density .20/1570 FILE COP'! Remote Area 20C, Receiving: Density .40/Entire Area Water Flow Data Backflow Data BLDG 20 3415 VIA MONTEBELLO AS140125 -- 1se plans have been ret itved br tnpareIu ctitipIiatice Willi the curteni applicable codes uid statithirds in lowe in the uristli:tion. The O%Vilcr or contractor may utlli,e tl'. review in support 41.1 ;ill plicatioti lo, a pLrlilut n uk the express understanding thai this ieviett ill no way relics es 'lie owner ill- colutradullr or their ritesuittal euuineer or architect for sole responsibility for liii compliance Willi said codes and standards. incinihuuts the building. code or hlur any responsihihv for deficiencies. errors. omissions or ncghieticc in these Islans whether or not noted in this review. lute: id/Reviewer: .-lE((ThlMENl) APPROVAl. U lmtMtNt. Al'tR V,\l.. 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 BLDG. 20/ STEINMART, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: . AREA 20A; STOCKROOM REMOTE AREA: . HAZARD: LH OH-1 . OH-11 EH-1 - EH-II _X_ RES NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 100 SQ. FT. USED; 100 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 4 1Y3131 SSU 5.6 1/2 155 1 1Y4151 . SSU 8.0. . 3/4 200. 34 1Y5237 EC PENDENT 11.2 314 155 111 TY3231 SSP 5.6 1/2 155 73 I CALCULATION DATA: DENSITY/AREA: .40 GPM/SF OVER Entire Area END SPRINKLER: 40.0 GPM @ 25.0 PSI. NO. OF SPRINKLERS FLOWING: 17. HOSE STREAM ALLOWANCE: 500 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 696.8 GPM © 55.3 PSI AT PUMP DISCHARGE NA7 GPM @ NA PSI AT SOURCE 1196.8 GPM @ 94.8 PSI HYDRAULIC SYSTEM .. This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System PROJECT: LA COSTA BLDG. 20/ STEINMART, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. AREA 20A; STOCKROOM IREMOTE AREA: HAZARD: LH OH-1 OH-11 EH-1 EH-II X RES NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET 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 3/4 200 34 1Y5237 EC PENDENT 11.2 3/4 155 111 TY3231 SSP 5.6 1/2 155 73 CALCULATION DATA: DENSITY/AREA: .40 GPM/SF OVER Entire Area END SPRINKLER: 40.0 GPM @ 25.0 PSI. NO. OF SPRINKLERS FLOWING: 17 HOSE STREAM ALLOWANCE: 500 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER AT PUMP DISCHARGE AT SOURCE 696.8 GPM © 55.3 PSI NA GPM@ NA PSI. 1196.8 GPM © 94.8 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A WATER SUPPLY DATA SOURCE STATIC NODE PRESS. TAG (PSI) SRC 106.2 RESID. FLOW PRESS. @ (PSI) (GPM) 104.4 1663.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 105.2 1196.8 94.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1196.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 696.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 94.8 1196.8 Ui 283.0 - - - - 94.7 U2 309.0 - - - - 83.4 U3 327.0 - - - - 75.6 U4 324.0 - - - - 61.7 U5 321.3 - - - - 62.8 B2 319.0 - - - - 63.7 - - - Bi 318.0 - - - - 64.1 - - - U6 323.0 - - - - 61.7 U7 323.0 - - - - 61.6 U8 305.0 - - - - 69.4 U9 333.5 - - - - 57.3 B7 334.0 - - - - 57.0 - - - B6 334.0 - - - - 57.0 U1O 339.0 - - - - 54.7 Ull 343.0 - - - - 52.7 U12 345.0 - - - - 51.8 U13 343.0 - - - - 52.5 B23 339.0 - - - - 54.1 1314 339.0 - - - - 54.1 1315 337.0 - - - - 54.1 - - - B18 331.0 - - - - 55.6 - - - B20 329.0 HOSE STREAM 56.2 500.0 B25 307.0 - - - - 67.5 - - - B9 338.0 - - - - 54.8 - - - B8 338.0 - - - - 54.8 - - - DPi 285.0 - - - - 93.7 RPiIN 290.0 -. - - - 91.5 - - - RP10UT 290.0 - - - - 76.5 DP2 285.0 - - - - 78.6 DP3 327.0 - - - - 75.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RP2IN 332.0 - - - - 73.3 RP20UT 332.0 - - - - 58.3 - - - DP4 327.0 - - - - 60.5 P13 329.0 - - - - 56.0 - - - P14 329.0 - - - - 55.7 D20 325.0 - - - - 56.6 BR20 328.0 - - - - 55.3 TR20 346.2 - - - - 44.2 1 346.5 - - - - 42.1 2 346.5 - - - - 42.1 3 346.5 - - - - 42.2 4 346.5 - - - - 40.1 - - - 5 346.5 - - - - 39.1 6 346.5 - - - - 38.3 7 346.5 - - - - 37.3 8 346.5 - - - - 36.3 9 346.5 - - - - 35.5 10 346.5 - --- 34.5 11 346.5 - - - - 34.5 12 346.5 - - - - 34.6 - - - 13 346.5 - - - - 34.6 14 346.5 - - - - 34.6 - - - 15 349.5 - - - - 36.6 16 349.5 - - - - 36.6 17 349.5 - - - - 36.6 18 349.5 - - - - 36.5 19 349.5 - - - - 36.4 20 349.5 - - - - 36.3 21 349.5 - - - - 36.0 - - - 22 349.5 - - - - 35.8 23 349.5 - - - - 35.7 24 349.5 - - - - 35.6 25 349.5 - - - - 35.5 26 349.5 - - - - 35.5 - - - 27 349.5 - - - - 35.5 28 349.5 - - - - 37.9 - - - 2.1 349.5 - - - - 35.0 - - - 2.2 349.5 - - - - 34.5 - - - 2.3 349.5 - - - - 34.7 - - - 2.4 349.5 - - - - 35.0 - - - 2.5 349.5 - - - - 35.1 - - - 2.6 349.5 - - - - 34.6 - - - 2.7 349.5 - - -. - 34.8 - - - 2.8 349.5 - - - - 35.1 - - - 2.9 349.5 - - - - 35.2 - - - 29 346.2 - - - - 30.9 30 346.2 - - - - 30.5 31 346.2 - - - - 30.3 32 346.2 - - - - 30.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 33 346.2 - - - - 29.9 101 346.2 K= 8.00 28.0 42.4 102 346.2 K= 8.00 25.0 40.0 103 346.2 K= 8.00 27.2 41.8 104 . 346.2 K= 8.00 27.2 41.8 105 346.2 K= 8.00 26.2 41.0 106 346.2 K= 8.00 25.8 40.6 107 346.2 K= 8.00 25.6 40.5 108 346.2 K= 8.00 27.0 41.5 109 346.2 K= 8.00 27.0 41.5 110 346.2 K= 8.00 26.0 40.8 111 346.2 K= 8.00 25.5 40.4 112 346.2 K= 8.00 25.4 40.3 113 346.2 K= 8.00 26.9 41.5 114 346.2 K= 8.00 26.9 41.5 115 346.2 K= 8.00 25.9 40.7 116 346.2 K= 8.00 25.4 40.3 117 346.2 K= 8.00 25.3 40.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 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 1196.8 11.938 PL 25.00 PF 0.0 SRC 283.0 S.RCE 94.8 (N/A) 3.4 150 FTG ---- PE 0.0 Ui 283.0 0.0 94.7 0.0 0.001 TL 25.00 PV Pipe: 2 458.1 11.938 PL 465.00 PF 0.1 Ui 283.0 0.0 94.7 0.0 1.3 150 FTG ---- PE -11.3 U2 309.0 0.0 83.4 0.0 0.000 TL 465.00 PV Pipe: 3 458.1 16.876 PL 552.00 PF 0.0 U2 309.0 0.0 83.4 0.0 0.7 150 FTG T2L PE -7.8 U3 327.0 0.0 75.6 0.0 0.000 TL 781.68 PV Pipe: 4 458.1 9.514 PL 20.00 PF 0.1 U3 327.0 0.0 75.6 0.0 2.1 150 FTG TG PE 0.0 DP3 327.0 0.0 75.5 0.0 0.001 TL 108.00 PV Pipe: 5 458.1 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 75.5 0.0 1.7 140 FTG L PE -2.2 RP2IN 332.0 0.0 '73.3 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 73.3 0.0 15.0 psi, 458.1 gpm RP20UT 332.0 0.0 58.3 0.0 Pipe: 7 458.1 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 58.3 0.0 1.7 140 FTG L PE 2.2 DP4 327.0 0.0 60.5 0.0 0.000 TL 31.00 PV Pipe: 8 458.1 9.514 PL 138.00 PF 0.1 DP4 327.0 0.0 60.5 0.0 2.1 150 FTG LG PE 1.3 U4 324.0 0.0 61..7 0.0 0.001 TL 172.00 PV Pipe: 9 219.5 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 61.7 0.0 1.5 150 FTG G PE 1.2. U5 321.3 0.0 62.8 0.0 0.000 TL 74.00 PV Pipe: 10 219.5 7.758 PL 106.00 PF 0.1 U5 321.3 0.0 62.8 0.0 1.5 150 FTG LG PE 1.0 B2 319.0 0.0 63.7 0.0 0.000 TL 135.00 PV Pipe:' 11 219.5 7.758 PL 214.00 PF 0.1 B2 319.0 0.0 63.7 0.0 1.5 150 FTG 2LG PE 0.4 Bi 318.0 0.0 64.1 0.0 0.000 TL 265.00 PV Pipe: 12 219.5 7.758 PL 457.00 PF 0.2 Bi 318.0 0.0 64.1 0.0 1.5 150 FTG LG PE -2.2 U6 323.0 0.0 61.7 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 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: 13 219.5 7.758 PL 88.00 PF 0.1 U6 323.0 0.0 61.7 0.0 1.5 150 FTG TLG PE 0.0 U7 323.0 0.0 61.6. 0.0 0.000 TL 176.00 PV Pipe: 14 738.6 9.514 PL 55.00 PF 0.2 Ui 283.0 0.0 94.7 0.0 3.3 150 FTG TG FE -0.9 DPi 285.0 0.0 93.7 0.0 0.001 TL 143.00 PV Pipe: 15 738.6 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 93.7 0.0 2.7 140 FTG L PE -2.2 RP1IN 290.0 0.0 91.5 0.0 0.001 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 91.5 0.0 15.0 psi, 738.6 gpm RP10UT 290.0 0.0 76.5 0.0 Pipe: 17 738.6 10.520 FL 5.00 PF 0.0 RP10UT 290.0 0.0 76.5 0.0 2.7 140 FTG L FE 2.2 DP2 285.0 0.0 78.6 0.0 0.001 TL 31.00 PV Pipe: 18 738.6 9.514 PL 292.00 PF 0.5 DP2 285.0 0.0 78.6 0.0 3.3 1 150 FTG 2LG PE -8.7 U8 305.0 0.0 69.4 0.0 0.001 TL 352.00 PV Pipe: 19 48.1 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 69.4 0.0 0.3 150 FTG 2G FE -7.8 U7 323.0 0.0 61.6 0.0 0.000 TL 234.00 PV Pipe: 20 238.6 7.758 PL 344.00 PF 0.2 U4 324.0 0.0 61.7 0.0 1.6 150 FTG TG FE -4.1 U9 333.5 0.0 57.3 0.0 0.000 TL 410.00 PV Pipe: 21 238.6 7.758 FL 150.00 PF 0.1 U9 333.5 0.0 57.3 0.0 1.6 150 FTG 2L FE -0.2 B7 334.0 0.0 57.0 0.0 0.000 TL 194.00 PV Pipe: 22 238.6 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 57.0 0.0 1.6 150 FTG ---- FE 0.0 B6 334.0 0.0 57.0 0.0 0.000 TL 5.00 PV Pipe: 23 238.6 7.758 FL 338.00 PF 0.2 B6 334.0 0.0 57.0 0.0 1.6 150 FTG ---- FE -2.2 TJ10 339.0 0.0 54.7 0.0 0.000 TL 338.00 PV Pipe: 24 238.6 7.758 FL 309.00 PF 0.2 U10 339.0 0.0 54.7 0.0 1.6 150 FTG T2L FE -1.7 Ull 343.0 0.0 52.7 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 238.6 7.758 PL 201.00 PF 0.1 Ull 343.0 0.0 52.7 0.0 1.6 150 FTG LG FE -0.9 U12 345.0 0.0 51.8 0.0 0.000 TL 230.00 PV Pipe: 26 238.6 7.758 PL 222.00 PF 0.2 U12 345.0 0.0 51.8 0.0 1.6 150 FTG T2LG PE 0.9 U13 343.0 0.0 52.5 0.0 . 0.000 TL 332.00 PV Pipe: 27 238.6 7.758 PL 201.00 PF 0.1 U13 . 343.0 0.0 52.5 0.0 1.6 150 FTG L PE 1.7 B23 339.0 0.0 54.1 0.0 0.000 TL 223.00 PV Pipe: 28 238.6 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 54.1 0.0 1.6 150 FTG G PE 0.0 U14 339.0 0.0 54.1 0.0 0.000 TL 83.00 PV Pipe: 29 -267.6 7.758 PL 383.00 PF 0.3 U14 339.0 0.0 54.1 0.0 1.8 150 FTG TG PE 0.4 B9 338.0 0.0 54.8 0.0 0.001 TL 449.00 PV Pipe: 30 -267.6 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 54.8 0.0 1.8 150 FTG ---- PE 0.0 B8 338.0 0.0 54.8 0.0 0.001 TL 10.00 PV Pipe: 31 -267.6 7.758 FL 488.00 PF 0.3 B8 338.0 0.0 54.8 0.0 1.8 150 FTG TG PE 6.5 U7 .323.0 0.0 61.6 0.0 0.001 TL 554.00 PV Pipe: 32 506.2 7.758 PL 294.00 PF 0.8 U14 339.0 0.0 54.1 0.0 3.4 150 FTG T2L PE 0.9 U15 337.0 0.0 54.1 0.0 0.002 TL 397.00 PV Pipe: 33 506.2 7.758 FL 543.00 PF 1.2 U15 337.0 0.0 54.1 0.0 3.4 150 FTG 2L PE 2.6 B18 331.0 0.0 55.6 0.0 0.002 TL 587.00 PV Pipe: 34 506.2 7.758 FL 94.00 PF 0.2 B18 331.0 0.0 55.6 0.0 3.4 150 FTG ---- PE 0.9 B20 329.0 H.S. 56.2 500.0 . 0.002 TL 94.00 PV Pipe: 35 -690.5 7.758 PL 454.00 PF 1.8 B20 329.0 H.S. 56.2 500.0 4.7 150 FTG 2L PE 9.5 B25 307.0 0.0 67.5 0.0 0.004 TL 498.00 PV Pipe: 36 -690.5 7.758 FL 220.00 PF 1.0 B25 307.0 0.0 67.5 0.0 4.7 150 FTG TG FE 0.9 U8 305.0 0.0 69.4 0.0 0.004 TL 286.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 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: 37 696.7 7.758 PL 10.00 PF 0.3 B20 329.0 H.S. 56.2 500.0 4.7 150 FTG TG PE 0.0 P13 329.0 0.0 56.0 0.0 0.004 TL 76.00 PV Pipe: 38 696.7 8.510 PL 6.00 PF 0.2 P13 329.0 0.0 56.0 0.0 3.9 140 FTG CG PE 0.0 P14 329.0 0.0 55.7 0.0 0.003 TL 89.00 PV Pipe: 39 696.7 7.758 PL 190.00 PF 0.8 P14 329.0 0.0 55.7 0.0 4.7 150 FTG 2L PE 1.7 D20 325.0 0.0 56.6 0.0 0.004 TL 234.00 PV Pipe: 40 696.7 8.510 PL 6.00 PF 0.1 D20 325.0 0.0 56.6 0.0 3.9 140 FTG L PE -1.3 BR20 328.0 0.0 55.3 0.0 0.003 TL 28.00 PV Pipe: 41 696.7 4.310 PL 21.17 PF 3.2 BR20 328.0 0.0 55.3 0.0 15.3 ' 120 FTG 2L PE -7.9 TR20 346.2 0.0 44.2 0.0 0.095 TL 33.17 PV Pipe: 42 696.7 4.310 PL 13.92 PF 1.9 TR20 346.2 0.0 44.2 0.0 15.3 120 FTG L PE -0.1 3 346.5 0.0 42.2 0.0 0.095 TL 19.92 PV Pipe: 43 -41.7 4.310 PL 14.00 PF 0.0 1 346.5 0.0 42.1 0.0 0.9 120 FTG L PE 0.0 2 346.5 0.0 42.1 0.0 0.001 TL 20.00 PV Pipe: 44 -73.4 4.310 PL 7.88 PF 0.0 2 346.5 0.0 42.1 0.0 1.6 120 FTG T PE 0.0 3 346.5 0.0 42.2 0.0 0.001 TL 27.88 PV Pipe: 45 623.3 4.310 FL 6.42 PF 2.0 3 346.5 0.0 42.2 0.0 13.7 120 FTG T PE 0.0 4 346.5 0.0 40.1 0.0 0.077 TL 26.42 PV Pipe: 46 600.9 4.310 PL 14.00 PF 1.0 4 346.5 0.0 40.1 0.0 13.2 120 FTG ---- PE 0.0 5 346.5 0.0 39.1 0.0 0.072 TL 14.00 PV Pipe: 47 584.0 4.310 PL 11.50 PF 0.8 5 346.5 0.0 39.1 0.0 12.8 120 FTG ---- FE 0.0 6 346.5 0.0 38.3 0.0 0.069 TL 11.50 PV Pipe: 48 571.4 4.310 FL 16.50 PF 1.1 6 346.5 0.0 38.3 0.0 12.6 120 FTG ---- FE 0.0 7 346.5 0.0 37.3 0.0 0.066 TL 16.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 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: 49 575.3 4.310 PL 14.00 PF 0.9 7 346.5 0.0 37.3 0.0 12.7 120 FTG ---- PE 0.0 8 346.5 0.0 36.3 0.0 0.067 TL 14.00 PV Pipe: 50 588.0 4.310 PL 12.00 PF 0.8 8 346.5 0.0 36.3 .0.0 12.9 120 FTG ---- PE 0.0 9 346.5 0.0 35.5 0.0 0.070 TL 12.00 PV Pipe: 51 605.6 4.310 PL 13.00 PF 1.0 9 346.5 0.0 35.5 0.0 13.3 120 FTG ---- PE 0.0 10 346.5 0.0 34.5 0.0 0.073 TL 13.00 PV Pipe: 52 -91.1 4.310 PL 8.58 PF 0.0 10 346.5 0.0 34.5 0.0 2.0 120 FTG ---- PE 0.0 11 346.5 0.0 34.5 0.0 0.002 TL 8.58 PV Pipe: 53 -69.0 4.310 PL 14.00 PF 0.0 11 346.5 0.0 34.5 0.0 1.5 120 FTG ---- PE 0.0 12 346.5 0.0 34.6 0.0 0.001 TL 14.00 PV Pipe: 54 -47.2 4.310 PL 14.00 PF 0.0 12 346.5 0.0 34.6 0.0 1.0 120 FTG ---- PE 0.0 13 346.5 0.0 34.6 0.0 0.001 TL 14.00 PV Pipe: 55 -24.0 4.310 PL 6.46 PF 0.0 13 346.5 0.0 34.6 0.0 0.5 120 FTG ---- PE 0.0 14 346.5 0.0 34.6 0.0 0.000 TL 6.46 PV Pipe: 56 19.9 3.314 PL 6.46 PF 0.0 15 349.5 0.0 36.6 0.0 0.7 120 FTG ---- PE 0.0 16 349.5 0.0 36.6 0.0 0.000 TL 6.46 PV Pipe: 57 41.7 3.314 PL 14.00 PF 0.0 16 349.5 0.0 36.6 0.0 1.6 120 FTG ---- PE 0.0 17 349.5 0.0 36.6 0.0 0.002 TL 14.00 PV Pipe: 58 73.4 3.314 PL 16.00 PF 0.1 17 349.5 0.0 36.6 0.0 2.7 120 FTG ---- PE 0.0 18 349.5 0.0 36.5 0.0 0.005 TL 16.00 PV Pipe: 59 95.9 3.314 PL 14.00 PF 0.1 18 349.5 0.0 36.5 0.0 3.6 120 FTG ---- PE 0.0 19 349.5 0.0 36.4 0.0 0.009 TL 14.00 PV Pipe: 60 112.8 3.314 PL 11.50 PF 0.1 19 349.5 0.0 36.4 0.0 4.2 120 FTG ---- PE 0.0 20 349.5 0.0 36.3 0.0 0.012 TL 11.50 PV fl SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 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: 61 125.4 3.314 PL 16.50 PF 0.2 20 349.5 0.0 36.3 0.0 4.7 120 FTG ---- PE 0.0 21 349.5 0.0 36.0 0.0 0.014 TL 16.50 PV Pipe: 62 121.4 3.314 PL 14.00 PF 0.2 21 349.5 0.0 36.0 0.0 4.5 120 FTG ---- PE 0.0 22 349.5 0.0 35.8 0.0 0.013 TL 14.00 PV Pipe: 63 108.7 3.314 PL 12.00 PF 0.1 22 349.5 0.0 35.8 0.0 4.0 120 FTG ---- PE 0.0 23 349.5 0.0 35.7 0.0 0.011 TL 12.00 PV Pipe: 64 91.1 3.314 PL 16.00 PF 0.1 23 349.5 0.0 35.7 0.0 3.4 120 FTG ---- PE 0.0 24 349.5 0.0 35.6 0.0 0.008 TL 16.00 PV Pipe: 65 69.0 3.314 PL 14.00 PF 0.1 24 349.5 0.0 35.6 0.0 2.6 120 FTG ---- PE 0.0 25 349.5 0.0 35.5 0.0 0.005 TL 14.00 PV Pipe: 66 47.2 3.314 PL 14.00 PF 0.0 25 349.5 0.0 35.5 0.0 1.8 120 FTG ---- PE 0.0 26 349.5 0.0 35.5 0.0 0.002 TL 14.00 PV Pipe: 67 24.0 3.314 PL 6.46 PF 0.0 26 349.5 0.0 35.5 0.0 0.9 120 FTG ---- PE 0.0 27 349.5 0.0 35.5 0.0 0.001 TL 6.46 PV Pipe: 68 41.7 1.728 PL 56.66 PF 3.0 1 346.5 0.0 42.1 0.0 5.7 120 FTG TL PE -1.3 28 349.5 0.0 37.9 0.0 0.045 TL 66.66 PV Pipe: 69 19.9 1.728 PL 87.17 PF 1.2 28 349.5 0.0 37.9 0.0 2.7 120 FTG 2T2L PE 0.0 15 349.5 0.0 36.6 0.0 0.011 TL 107.17 PV Pipe: 70 21.8 1.728 PL 80.66 PF 1.2 28 349.5 0.0 37.9 0.0 3.0 120 FTG TL PE 0.0 16 349.5 0.0 36.6 0.0 0.013 TL 90.66 PV Pipe: 71 31.7 1.728 PL 137.33 PF 4.2 2 346.5 0.0 42.1 0.0 4.3 120 FTG 2T2L PE -1.3 17 349.5 0.0 36.6 0.0 0.027 TL 157.33 PV Pipe: 72 22.4 1.728 PL 137.33 PF 2.3 4 346.5 0.0 40.1 0.0 3.1 120 FTG 3TL PE -1.3 18 349.5 0.0 36.5 0.0 0.014 TL 163.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 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: 73 16.9 1.728 PL 137.33 PF 1.4. 5 346.5 0.0 39.1 0.0 2.3 120 FTG 4T PE -1.3 19 349.5 0.0 36.4 0.0 0.008 TL 169.33 PV Pipe: 74 12.6 1.728 PL 137.33 PF 0.8 6 346.5 0.0 38.3 0.0 1.7 120 FTG 2T2L PE -1.3 20 349.5 0.0 36.3 0.0 0.005 TL 157.33 PV Pipe: 75 -4.0 1.728 PL 137.33 PF 0.1 7 346.5 0.0 37.3 0.0 0.5 120 FTG T3L PE -1.3 21 349.5 0.0 36.0 0.0 0.001 TL 151.33 PV Pipe: 76 -12.7 1.728 PL 137.33 PF 0.8 8 346.5 0.0 36.3 0.0 1.7 120 FTG 4T PE -1.3 22 349.5 0.0 35.8 0.0 0.005 TL 169.33 PV Pipe: 77 -17.6 1.728 PL 137.33 PF 1.5 9 346.5 0.0 35.5 0.0 2.4 120 FTG 4T PE -1.3 23 349.5 0.0 35.7 0.0 0.009 TL 169.33 PV Pipe: 78 -22.2 1.728 PL 110.33 PF 1.7 11 346.5 0.0 34.5 0.0 3.0 120 FTG 2T PE -1.3 2.1 349.5 0.0 35.0 0.0 0.014 TL 126.33 PV Pipe: 79 -22.2 1.728 PL 27.00 PF 0.6 2.1 349.5 0.0 35.0 0.0 3.0 120 FTG 2T PE 0.0 24 349.5 0.0 35.6 0.0 0.014 TL 43.00 PV Pipe: 80 -21.7 1.728 PL 78.33 PF 1.3 12 346.5 0.0 34.6 0.0 3.0 120 FTG 2T PE -1.3 2.2 . 349.5 0.0 34.5 0.0 0.013 TL 94.33 PV Pipe: 81 -21.7 1.728 PL 16.00 PF 0.2 2.2 349.5 0.0 34.5 0.0 3.0 120 FTG ---- PE 0.0 2.3 349.5 0.0 34.7 0.0 0.013 TL 16.00 PV Pipe: 82 -21.7 1.728 PL 16.00 PF 0.2 2.3 349.5 0.0 34.7 0.0 3.0 120 FTG ---- PE 0.0 2.4 349.5 0.0 35.0 0.0 0.013 TL 16.00 PV Pipe: 83 -21.7 1.728 PL 9.00 PF 0.1 2.4 349.5 0.0 35.0 0.0 3.0 120 FTG ---- PE 0.0 2.5 349.5 0.0 35.1 0.0 0.013 TL 9.00 PV Pipe: 84 -21.7 1.728 PL 18.00 PF 0.5 2.5 349.5 0.0 35.1 0.0 3.0 120 FTG 2T PE 0.0 25 349.5 0.0 35.5 0.0 0.013 TL 34.00 PV , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 85 -23.2 1.728 PL 78.33 PF 1.3 13 346.5 0.0 34.6 0.0 3.2 120 FTG TL PE -1.3 2.6 349.5 0.0 34.6 0.0 0.015 TL 88.33 PV Pipe: 86 -23.2 1.728 FL 16.00 PF 0.2 2.6 349.5 0.0 34.6 0.0 3.2 120 FTG ---- PE 0.0 2.7 349.5 0.0 34.8 0.0 0.015 TL 16.00 PV Pipe: 87 -23.2 1.728 PL 16.00 PF 0.2 2.7 349.5 0.0 34,8 0.0 3.2 120 FTG ---- PE 0.0 2.8 349.5 0.0 35.1 0.0 0.015 TL 16.00 PV Pipe: 88 -23.2 1.728 PL 9.00 PF 0.1 2.8 349.5 0.0 35.1 0.0 3.2 120 FTG ---- PE 0.0 2.9 349.5 0.0 35.2 0.0 0.015 TL 9.00 PV Pipe: 89 -23.2 1.728 PL 18.00 PF 0.3 2.9 349.5 0.0 35.2 0.0 3.2 120 FTG ---- FE 0.0 26 349.5 0.0 35.5 0.0 0.015 TL 18.00 PV Pipe: 90 . -24.0 1.728 PL 137.33 PF 2.2 14 346.5 0.0 34.6 0.0 3.3 120 FTG ---- FE -1.3 2. 349.5 0.0 35.5 0.0 0.016 TL 137.33 PV Pipe: 91 696.7 4.310 FL 18.92 PF 3.7 10 346.5 0.0 34.5 0.0 15.3 120 FTG T PE 0.1 29 346.2 0.0 30.9 0.0 0.095.TL 38.92 PV Pipe: 92 614.4 4.310 PL 6.33 PF 0.5 29 346.2 0.0 30.9 0.0 .13.5 120 FTG ---- FE 0.0 30 346.2 0.0 30.5 0.0 0.075 TL 6.33 PV Pipe: 93 614.4 4.310 PL 1.67 PF 0.1 30 346.2 0.0 30.5 0.0 13.5 120 FTG ---- FE 0.0 31 346.2 0.0 30.3 0.0 0.075 TL 1.67 PV Pipe: 94 408.8 4.310 PL 9.00 PF 0.3 31 346.2 0.0 30.3 0.0 9.0 120 FTG ---- PE 0.0 32 346.2 0.0 30.0 0.0 0.035 TL 9.00 PV Pipe: 95 204.2 4.310 FL 9.00 PF 0.1 32 346.2 0.0 30.0 0.0 4.5 120 FTG ---- FE 0.0 33 346.2 0.0 29.9 0.0 0.010 TL 9.00 PV Pipe: 96 42.4 1.080 FL 1..42 PF 2.9 29 346.2 0.0 30.9 0.0 14.8 120 FTG T FE 0.0 101 346.2 8.0 28.0 42.4 0.452 TL 6.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 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: 9.7 40.0 1.080 PL 9.58 PF 5.9 29 346.2 0.0 30.9 0.0 14.0 120 FTG T PE 0.0 102 346.2 8.0 25.0 40.0 0.407 TL 14.58 PV Pipe: 98 41.8 1.080 PL 2.00 PF 3.1 31 346.2 0.0 30.3 0.0 14.6 120 FTG T PE 0.0 103 346.2 8.0 27.2 41.8 0.441 TL 7.00 PV Pipe: 99 163.9 2.203 PL 8.00 PF 3.1 31 346.2 0.0 30.3 0.0 13.8 120 FTG T PE 0.0 104 346.2 8.0 27.2 41.8 0.172 TL 18.00 PV Pipe: 100 122.1 2.203 PL 10.00 PF 1.0 104 346.2 8.0 27.2 41.8 10.3 120 FTG ---- FE 0.0 105 346.2 8.0 26.2 41.0 0.100 TL 10.00 PV Pipe: 101 81.1 2.203 FL 10.00 PF 0.5 105 346.2 8.0 26.2 41.0 6.8 120 FTG -- -- PE 0.0 106 346.2 8.0 25.8 40.6 0.047 TL 10.00 PV Pipe: 102 40.5 2.203 PL 10.00 PF 0.1 106 346.2 8.0 25.8 40.6 3.4 120 FTG ---- PE 0.0 107 346.2 8.0 25.6 40.5 0.013 TL 10.00 PV Pipe: 103 41.5 1.080 PL 2.00 PF 3.1 32 346.2 0.0 30.0 0.0 14.5 120 FTG T PE 0.0 108 346.2 8.0 27.0 41.5 0.436 TL 7.00 PV Pipe: 104 163.0 2.203 FL 8.00 PF 3.1 32 346.2 0.0 30.0 0.0 13.7 120 FTG T PE 0.0 109 346.2 8.0 27.0 41.5 0.170 TL 18.00 PV Pipe: 105 121.5 2.203 FL 10.00 PF 1.0 109 346.2 8.0 27.0 41.5 10.2 120 FTG ---- PE 0.0 110 346.2 8.0 26.0 40.8 0.099 TL 10.00 PV Pipe: 106 80.7 2.203 PL 10.00 PF 0.5 110 346.2 8.0 26.0 40.8 6.8 120 FTG ---- FE 0.0 111 346.2 8.0 25.5 40.4 0.046 TL 10.00 PV Pipe: 107 40.3 2.203 PL 10.00 PF 0.1 111 346.2 8.0 25.5 40.4 3.4 120 FTG ---- PE 0.0 112 346.2 8.0 25.4 40.3 . 0.013 TL 10.00 PV Pipe: 108 41.5 1.080 PL 2.00 PF 3.0 33 346.2 0.0 29.9 0.0 14.5 120 FTG T FE 0.0 113 346.2 8.0 26.9 41.5 0.435 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 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: 109 162.7 2.203 PL 8.00 PF 3.1 33 346.2 0.0 29.9 0.0 13.7 120 FTG T PE 0.0 114 346.2 8.0 26.9 41.5 0.170 TL 18.00 PV Pipe: 110 121.3 2.203 PL 10.00 PF 1.0 114 346.2 8.0 26.9 41.5 10.2 120 FTG ---- PE 0.0 115 346.2 8.0 25.9 40.7 0.098 TL 10.00 PV Pipe: 111 80.6 2.203 PL 10.00 PF 0.5 115 346.2 8.0 25.9 40.7 6.8 120 FTG ---- PE 0.0 116 346.2 8.0 25.4 40.3 0.046 TL 10.00 PV Pipe: 112 40.2 2.203 PL 10.00 PF 0.1 116 346.2 8.0 25.4, 40.3 3.4 120 FTG ---- PE 0.0 117 346.2 8.0 25.3 40.2 0.013 TL 10.00 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by MRS 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 0.080 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.3 ft/sec at pipe 41. 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 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 AlmChk DPV1v NPTee 1.728 4.00 8.00 2.00 9.00 6.00 1.00 10.00 13.00 10.00 2.203 5.00 10.00 3.00 11.00 6.00 1.00 10.00 12.00 12.00 3.314 7.00 15.00 5.00 16.00 10.00 1.00 13.00 16.00 19.00 4.310 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 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 8.510 31.00 59.00 22.00 76.00 20.00 7.00 59.00 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 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 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 0 C•4 0 0 0 0 0 qw SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A 0 0 I I 10 I I 9 9• 9 9 9 9 9 0 0 0 0 0 0 0 rl Csj 0 '.0 r1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A WATER SUPPLY CURVE 108+ *\\\\\\\\\\\\\\\\\\\\\\\\0\\\\\\\\\\\\\\\\\\\\ I 104.4 psi @ 1663 gpm-> * I Flow Test Point 99+ I x 90+ 81+ P 72+ R I E I S I S 63+ U I R I E I 54+ C I P I S I I 45+ ) I 36+ 27+ 18+ LEGEND U I II I X = Required Water Supply I 94.77 psi @ 1196.8 gpm 9+ I 0 = Available Water Supply " I 105.22 psi @ 1196.8 gpm " I II 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 BLDG. 20/ STEINMART, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. I REMOTE AREA: AREA 2013; SALESFLOOR I REMOTE AREA: HAZARD: LH - OH-1 - OH-11 _X_ EH-1 - EH-11 - RES - NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 16'x 16' SQ. FT. USED; 16'x 16' SQ. FT. ALLOWED I I MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 4 TY3131 SSU 5.6 1/2 155 1 1Y4151 SSU 8.0 3/4 200 34 TY5237 EC PENDENT 11.2 3/4 155 111 TV3231 SSP 5.6 1/2 155 73 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1570 S.F. END SPRINKLER: 51.2 GPM @ 20.9 PSI. NO. OF SPRINKLERS FLOWING: 8 HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 420.2 GPM © 47.8 PSI AT PUMP DISCHARGE NA GPM @ NA PSI AT SOURCE 670.2 GPM @ 84.1 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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 1663.0 105.9 670.2 84.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 670.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 420.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 84.1 670.2 Ui 283.0 - - - - 84.1 02 309.0 - - - - 72.8 U3 327.0. - - - - 65.0 U4 324.0 - - - - 51.2 U5 321.3 - - - - 52.4 B2 319.0 - - - - S 53.3 BI 318.0 - --- 53.7 U6 323.0 - - - - 51.5 - - - U7 323.0 - - - - 51.5 - - - U8 305.0 - --- 59.3 U9 333.5 - - - - 47.0 B7 334.0 - - - - 46.8 - - - B6 334.0 - - - - 46.8 U1O 339.0 - - - - 44.5 011 343.0 - - - - 42.7 - - - 012 345.0 - - - - 41.8 U13 343.0 - - - - 42.6 B23 339.0 - - - - 44.3 - - - U14 339.0 - - - - 44.3 015 337.0 - - - - 44.9 - - - B18 331.0 - - - - 47.1 - - - B20 329.0 HOSE STREAM 47.9 250.0 B25 307.0 - - - - 58.1 B9 338.0 - - - - 44.8 B8 338.0 - - - - 44.8 DPi 285.0 - - - - 83.1 RP1IN 290.0 - - - - 81.0 RP100T 290.0 - - - - 66.0 DP2 285.0 - - - - 68.1 DP3 327.0 - - - - 64.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/22/2014S DATA\LA COSTA-CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RP2IN 332.0 - - - - 62.8 RP20UT 332.0 - - - - 47.8 DP4 327.0 - - - - 49.9 P13 329.0 - - - - 47.8 P14 329.0 - - - - 47.7 - - - D20 325.0 - - - - 49.1 BR20 328.0 - - - - 47.8 TR20 346.2 - - - - 38.7 1 346.5 - - - - 37.8 2 346.5 - - - - 37.8 3 346.5 - - - - 37.8 4 346.5 - - - - 37.1 - - - 5 346.5 - - - - 36.7 6 346.5 - - - - 36.5 7 346.5 - - - - 36.1 8 346.5 35.9 9 346.5 - - - - 35.7 10 346.5 - - - - 35.6 11 346.5 - - - - 35.5 12 346.5 - - - - 35.4 13 346.5 - - - - 35.3 - - - 14 346.5 - - - - 35.3 15 349.5 - - - - 33.5 16 349.5 - - - - 33.5 17 349.5 - -. - - 33.5 - - - 18 349.5 ---- 33.4 19 349.5 - - - - 33.3 20 349.5 - - - - 33.2 21 349.5 - - - - 32.9 22 349.5 - - - - 32.7 23 349.5 - - - - 32.4 24 349.5 - - - - 31.9 25 349.5 - - - - 31.7 26 349.5 - -. - - 31.6 - - - 27 349.5 - - - - 31.6 28 349.5 - - - - 34.3 - - - 2.1 349.5 - - - - 27.3 - - - 2.2 349.5 - - - - 27.3 - - - 2.3 349.5 - - - - 23.3 - - - 2.4 349.5 - - - - 23.1 - - - 2.5 349.5 - - - - 23.4 - - - 2.6 349.5 - - - - 24.0 - - - 2.7 349.5 - - - - 23.7 - - - 2.8 349.5 - - - - 24.0 - - - 201 339.2 K=11.20 24.2 55.1 202 339.2 K=11.20 24.2 55.1 203 339.2 K=11.20 21.1 51.5 204 339.2 K=11.20 20.9 51.2 205 339.2 K=11.20 21.1 51.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG. 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 206 339.2 K=11.20 207 339.2 K=11.20 208 339.2 K=11.20 PRESSURE DISCHARGE (PSI) (GPM) 21.6 52.0 21.4 51.8 21.6 52.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5./22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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: 1 670.2 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 84.1 (N/A) 1.9 150 FTG ---- PE 0.0 Ui 283.0 0.0 84.1 0.0 0.000 TL 25.00 PV Pipe: 2 256.5 11.938 PL 465.00 PF 0.0 Ui 283.0 0.0 84.1 0.0 0.7 150 FTG ---- PE -11.3 U2 309.0 0.0 72.8 0.0 0.000 TL 465.00 PV Pipe: 3 256.5 16.876 PL 552.00 PF 0.0 U2 309.0 0.0 72.8 0.0 0.4 150 FTG T2L PE -7.8 U3 327.0 0.0 65.0 0.0 0.000 TL 781.68 PV Pipe: 4 256.5 9.514 PL 20.00 PF 0.0 U3 327.0 0.0 65.0 0.0 1.2 150 FTG TG PE 0.0 DP3 327.0 0.0 64.9 0.0 0.000 TL 108.00 PV Pipe: 5 256.5 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 64.9 0.0 0.9 140 FTG L PE -2.2 RP2IN 332.0 0.0 62.8 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 62.8 0.0 15.0 psi, 256.5 gpm RP20UT 332.0 0.0 47.8 0.0 Pipe: 7 256.5 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 47.8 0.0 0.9 140 FTG L PE 2.2 DP4 327.0 0.0 49.9 0.0 0.000 TL 31.00 PV Pipe: 8 256.5 9.514 PL 138.00 PF 0.0 DP4 327.0 0.0 49.9 0.0 1.2 150 FTG LG PE 1.3 U4 324.0 0.0 51.2 0.0 0.000 TL 172.00 PV Pipe: 9 122.9 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 51.2 0.0 0.8 150 FTG G PE 1.2 U5 321.3 0.0 52.4 0.0 0.000 TL 74.00 PV Pipe: 10 122.9 7.758 PL 106.00 PF 0.0 U5 321.3 0.0 52.4 0.0 0.8 150 FTG LG PE 1.0 B2 319.0 0.0 53.3 0.0 0.000 TL 135.00 PV Pipe: 11 122.9 7.758 PL 214.00 PF 0.0 B2 319.0 0.0 53.3 0.0 0.8 150 FTG 2LG PE 0.4 81 318.0 0.0 53.7 0.0 0.000 TL 265.00 PV Pipe: 12 122.9 7.758 PL 457.00 PF 0.1 Bi 318.0 0.0 53.7 0.0 0.8 150 FTG LG PE -2.2 U6 323.0 0.0 51.5 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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: 13 122.9 7.758 PL 88.00 PF 0.0 06 323.0 0.0 51.5 . 0.0 0.8 150 FTG TLG FE 0.0 07 323.0 0.0 51.5 0.0 0.000 TL 176.00 PV Pipe: 14 413.7 9.514 FL 55.00 PF 0.1 Ui 283.0 0.0 84.1 0.0 1.9 150 FTG TG PE -0.9 DPi 285.0 0.0 83.1 0.0 0.001 TL 143.00 PV Pipe: 15 413.7 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 83.1 0.0 1.5 140 FTG L PE -2.2 RP1IN 290.0 0.0 81.0 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 81.0 0.0 15.0 psi, 413.7 gpm RP100T 290.0 0.0 66.0 0.0 Pipe: 17 413.7 10.520 PL 5.00 PF 0.0 RP100T 290.0 0.0 66.0 0.0 1.5 140 FTG. L FE 2.2 DP2 285.0 0.0 68.1 0.0 0.000 TL 31.00 PV Pipe: 18 413.7 9.514 PL 292.00 PF 0.2 DP2 285.0 0.0 68.1 0.0 1.9 150 FTG 2LG PE -8.7 08 305.0 0.0 59.3 0.0 0.001 TL 352.00 PV Pipe: 19 27.0 7.758 FL 220.00 PF 0.0 U8 305.0 0.0 59.3 0.0 0.2 . 150 FTG 2G FE -7.8 07 323.0 0.0 51.5 0.0 0.000 TL 234.00 PV Pipe: 20 133.6 7.758 PL 344.00 PF 0.1 04 324.0 0.0 51.2 0.0 0.9 150 FTG TG FE -4.1 09 333.5 0.0 47.0 0.0 0.000 TL 410.00 PV Pipe: 21 133.6 7.758 PL 150.00 PF 0.0 09 333.5 0.0 47.0 0.0 0.9 150 FTG 2L FE -0.2 B7 334.0 0.0 46.8 0.0 0.000 TL 194.00 PV Pipe: 22 133.6 7.758 FL 5.00 PF 0.0 B7 334.0 0.0 46.8 0.0 0.9 150 FTG ---- PE 0.0 B6 334.0 0.0 46.8 0.0 0.000 TL 5.00 PV Pipe: 23 133.6 7.758 FL 338.00 PF 0.1 B6 334.0 0.0 46.8 0.0 0.9 150 FTG ---- FE -2.2 010 339.0 0.0 44.5 0.0 0.000 TL 338.00 PV Pipe: 24 133.6 7.758 FL 309.00 PF 0.1 010 339.0 0.0 44.5 0.0 0.9 150 FTG T2L FE -1.7 011 . 343.0 0.0 42.7 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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: 25 133.6 7.758 PL 201.00 PF 0.0 Ull 343.0 0.0 42.7 0.0 0.9 150 FTG LG PE -0.9 U12 345.0 0.0 41.8 0.0 0.000 TL 230.00 PV Pipe: 26 133.6 7.758 FL 222.00 PF 0.1 U12 345.0 0.0 41.8 0.0 0.9 150 FTG T2LG FE 0.9 U13 343.0 0.0 42.6 0.0 0.000 TL 332.00 PV Pipe: 27 133.6 7.758 PL 201.00 PF 0.0 U13 343.0 0.0 42.6 0.0 0.9 150 FTG L FE 1.7 B23 339.0 0.0 44.3 0.0 0.000 TL 223.00 PV Pipe: 28 133.6 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 44.3 0.0 0.9 150 FTG G PE 0.0 U14 339.0 0.0 44.3 0.0 0.000 TL 83.00 PV Pipe: 29 -149.9 7.758 FL 383.00 PF 0.1 U14 339.0 0.0 44.3 0.0 1.0 150 FTG TG PE 0.4 B9 338.0 0.0 44.8 0.0 0.000 TL 449.00 PV Pipe: 30 -149.9 7.758 FL 10.00 PF 0.0 B9 338.0 0.0 44.8 0.0 1.0 150 FTG ---- PE 0.0 B8 338.0 0.0 44.8 0.0 0.000 TL 10.00 PV Pipe: 31 -149.9 7.758 PL 488.00 PF 0.1 B8 338.0 0.0 44.8 0.0 1.0 150 FTG TG PE 6.5 U7 323.0 0.0 51.5 0.0 0.000 TL 554.00 PV Pipe: 32 283.5 7.758 FL 294.00 PF 0.3 U14 339.0 0.0 44.3 0.0 1.9 150 FTG T2L PE 0.9 U15 337.0 0.0 44.9 0.0 0.001 TL 397.00 PV Pipe: 33 283.5 7.758 FL 543.00 PF 0.4 U15 337.0 0.0 44.9 0.0 1.9 150 FTG 2L PE 2.6 818 331.0 0.0 47.1 0.0 0.001 TL 587.00 PV Pipe: 34 283.5 7.758 PL 94.00 PF 0.1 BiB 331.0 0.0 47.1 0.0 1.9 150 FTG ---- FE 0.9 B20 329.0 H.S. 47.9 250.0 0.001 TL 94.00 PV Pipe: 35 -386.7 7.758 FL 454.00 PF 0.6 B20 329.0 H.S. 47.9 250.0 2.6 150 FTG 2L FE 9.5 B25 307.0 0.0 58.1 0.0 0.001 TL 498.00 PV Pipe: 36 -386.7 7.758 FL 220.00 PF 0.3 B25 307.0 0.0 58.1 0.0 2.6 150 FTG TG PE 0.9 U8 305.0 0.0 59.3 0.0 0.001 TL 286.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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: 37 420.2 7.758 PL 10.00 PF 0.1 820 329.0 H.S. 47.9 250.0 2.9 150 FTG TG PE 0.0 P13 329.0 0.0 47.8 0.0 0.001 TL 76.00 PV Pipe: 38 420.2 8.510 PL 6.00 PF 0.1 P13 329.0 0.0 47.8 0.0 2.4 140 FTG CG PE 0.0 P14 329.0 0.0 47.7 0.0 0.001 TL 89.00 PV Pipe: 39 420.2 7.758 PL 190.00 PF 0.3 P14 329.0 0.0 47.7 0.0 2.9 150 FTG 2L PE 1.7 D20 325.0 0.0 49.1 0.0 0.001 TL 234.00 PV Pipe: 40 420.2 8.510 PL 6.00 PF 0.0 D20 325.0 0.0 49.1 0.0 2.4 140 FTG L PE -1.3 BR20 328.0 0.0 47.8 0.0 0.001 TL 28.00 PV Pipe: 41 420.2 4.310 PL 21.17 PF 1.2 BR20 328.0 0.0 47.8 0.0 9.2 120 FTG 2L PE -7.9 TR20 346.2 0.0 38.7 0.0 0.037 TL 33.17 PV Pipe: 42 420.2 4.310 PL 13.92 PF 0.7 TR20 346.2 0.0 38.7 0.0 9.2 120 FTG L PE -0.1 3 346.5 0.0 37.8 0.0 0.037 TL 19.92 PV Pipe: 43 -34.7 4.310 PL 14.00 PF 0.0 1 346.5 0.0 37.8 0.0 0.8 120 FTG L PE 0.0 2 346.5 0.0 37.8 0.0 0.000 TL 20.00 PV Pipe: 44 -61.2 4.310 PL 7.88 PF 0.0 2 346.5 0.0 37.8 0.0 1.3 120 FTG T PE 0.0 3 346.5 0.0 37.8 0.0 0.001 TL 27.88 PV Pipe: 45 359.1 4.310 PL 6.42 PF 0.7 3 346.5 0.0 37.8 0.0 7.9 120 FTG T PE 0.0 4 346.5 0.0 37.1 0.0 0.028 TL 26.42 PV Pipe: 46 336.4 4.310 PL 14.00 PF 0.3 4 346.5 0.0 37.1 0.0 7.4 120 FTG ---- PE 0.0 5 346.5 0.0 36.7 0.0 0.025 TL 14.00 PV Pipe: 47 315.4 4.310 PL 11.50 PF 0.3 5 346.5 0.0 36.7 0.0 6.9 120 FTG ---- PE 0.0 6 346.5 0.0 36.5 0.0 0.022 TL 11.50 PV Pipe: 48 294.3 4.310 PL 16.50 PF 0.3 6 346.5 0.0 36.5 0.0 6.5 120 FTG ---- PE 0.0 7 .346.5 0.0 36.1 0.0 0.019 TL 16.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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: 49 273.3 4.310 PL 14.00 PF 0.2 7 346.5 0.0 36.1 0.0 6.0 120 FTG ---- PE 0.0 8 346.5 0.0 35.9 0.0 0.017 TL 14.00 PV Pipe: 50 253.3 4.310 PL 12.00 PF 0.2 8 346.5 0.0 35.9 0.0 5.6 120 FTG ---- PE 0.0 9 346.5 0.0 35.7 0.0 0.015 TL 12.00 PV Pipe: 51 232.7 4.310 PL 13.00 PF 0.2 9 346.5 0.0 35.7 0.0 5.1 120 FTG ---- PE 0.0 10 346.5 0.0 35.6 0.0 0.013 TL 13.00 PV Pipe: 52 232.7 4.310 PL 8.58 PF 0.1 10 346.5 0.0 35.6 0.0 5.1 120 FTG ---- PE 0.0 11 346.5 0.0 35.5 0.0 0.013 TL 8.58 PV Pipe: 53 178.6 4.310 PL 14.00 PF 0.1 11 346.5 0.0 35.5 0.0 3.9 120 FTG ---- PE 0.0 12 346.5 0.0 35.4 0.0 0.008 TL 14.00 PV Pipe: 54 102.1 4.310 PL 14.00 PF 0.0 12 346.5 0.0 35.4 0.0 2.2 120 FTG ---- PE 0.0 13 346.5 0.0 35.3 0.0 0.003 TL 14.00 PV Pipe: 55 25.0 4.310 PL 6.46 PF 0.0 13 346.5 0.0 35.3 0.0 0.5 120 FTG ---- PE 0.0 14 346.5 0.0 35.3 0.0 0.000 TL 6.46 PV Pipe: 56 16.6 3.314 PL 6.46 PF 0.0 15 349.5 0.0 33.5 0.0 0.6 120 FTG ---- PE 0.0 16 349.5 0.0 33.5 0.0 0.000 TL 6.46 PV Pipe: 57 34.7 3.314 PL 14.00 PF 0.0 16 349.5 0.0 33.5 0.0 1.3 120 FTG ---- PE 0.0 17 349.5 0.0 33.5 0.0 0.001 TL 14.00 PV Pipe: 58 61.2 3.314 PL 16.00 PF 0.1 17 349.5 0.0 33.5 0.0 2.3 120 FTG ---- PE 0.0 18 349.5 0.0 33.4 0.0 0.004 TL 16.00 PV Pipe: 59 83.9 3.314 PL 14.00 PF 0.1 18 349.5 0.0 33.4 0.0 3.1 120 FTG ---- PE 0.0 19 349.5 0.0 33.3 0.0 0.007 TL 14.00 PV Pipe: 60 104.8 3.314 PL 11.50 PF 0.1 19 349.5 0.0 33.3 0.0 3.9 120 FTG ---- PE 0.0 20 349.5 0.0 33.2 0.0 0.010 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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: 61 125.9 3.314 PL 16.50 PF 0.2 20 349.5 0.0 33.2 0.0 4.7 120 FTG ---- PE 0.0 21 349.5 0.0 32.9 0.0 0.014 TL 16.50 PV Pipe: 62 146.9 3.314 PL 14.00 PF 0.3 21 349.5 0.0 32.9 0.0 5.5 120 FTG ---- PE 0.0 22 349.5 0.0 32.7 0.0 0.019 TL 14.00 PV Pipe: 63 166.9 3.314 PL 12.00 PF 0.3 22 349.5 0.0 32.7 0.0 6.2 120 FTG ---- PE 0.0 . 23 349.5 0.0 32.4 0.0 0.024 TL 12.00 PV Pipe: 64 187.5 3.314 PL 16.00 PF 0.5 23 349.5 0.0 32.4 0.0 7.0 120 FTG ---- PE 0.0 24 349.5 0.0 31.9 0.0 0.030 TL 16.00 PV Pipe: 65 131.4 3.314 PL 14.00 PF 0.2 24 349.5 0.0 31.9 0.0 . 4.9 120 FTG ---- PE 0.0 25 349.5 0.0 31.7 0.0 0.016 TL 14.00 PV Pipe: 66 53.7 3.314 PL 14.00 PF 0.0 25 349.5 0.0 31.7 0.0 2.0 120 FTG ---- PE 0.0 26 349.5 0.0 31.6 0.0 0.003 TL 14.00 PV Pipe: 67 -25.0 3.314 PL 6.46 PF 0.0 26 349.5 0.0 31.6 0.0 0.9 120 FTG ---- PE 0.0 27 349.5 0.0 31.6 0.0 0.001 TL 6.46 PV Pipe: 68 34.7 1.728 PL 56.66 PF 2.1 1 346.5 0.0 37.8 0.0 4.8 120 FTG TL PE -1.3 28 349.5 0.0 34.3 0.0 0.032 TL 66.66 PV Pipe: 69 16.6 1.728 PL 87.17 PF 0.9 28 349.5 0.0 34.3 0.0 2.3 120 FTG 2T2L PE 0.0 15 349.5 0.0 33.5 0.0 0.008 TL 107.17 PV Pipe: 70 18.2 1.728 PL 80.66 PF 0.9 28 349.5 0.0 34.3 0.0 2.5 120 FTG TL PE 0.0 16 349.5 0.0 33.5 0.0 0.010 TL 90.66 PV Pipe: 71 26.4 1.728 PL 137.33 PF 3.0 2 346.5 0.0 37.8 0.0 3.6 120 FTG 2T2L PE -1.3 17 349.5 0.0 33.5 0.0 0.019 TL 157.33 PV Pipe: 72 22.7 1.728 PL 137.33 PF 2.4 4 346.5 0.0 37.1 0.0 3.1 120 FTG 3TL PE -1.3 18 349.5 0.0 33.4 0.0 0.014 TL 163.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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: 73 21.0 1.728 PL 137.33 PF 2.1 5 346.5 0.0 36.7 0.0 2.9 120 FTG 4T PE -1.3 19 349.5 0.0 33.3 0.0 0.012 TL 169.33 PV Pipe: 74 21.1 1.728 PL 137.33 PF 2.0 6 346.5 0.0 36.5 0.0 2.9 120 FTG 2T2L PE -1.3 20 349.5 0.0 33.2 0.0 0.013 TL 157.33 PV Pipe: 75 21.0 1.728 PL 137.33 PF 1.9 7 346.5 0.0 36.1 0.0 2.9 120 FTG T3L PE -1.3 21 349.5 0.0 32.9 0.0 0.013 TL 151.33 PV Pipe: 76 20.0 1.728 PL 137.33 PF 1.9 8 346.5 0.0 35.9 0.0 2.7 120 FTG 4T PE -1.3 22 349.5 0.0 32.7 0.0 0.011 TL 169.33 PV Pipe: 77 20.6 1.728 PL 137.33 PF 2.0 9 346.5 0.0 35.7 0.0 2.8 120 FTG IT PE -1.3 23 349.5 0.0 32.4 0.0 0.012 TL 169.33 PV Pipe: 78 54.1 1.728 PL 78.33 PF 6.8 11 346.5 0.0 35.5 0.0 7.4 120 FTG 2T PE -1.3 2.1 349.5 0.0 27.3 0.0 0.072 TL 94.33 PV Pipe: 79 -1.0 1.728 PL 16.00 PF 0.0 2.1 349.5 0.0 27.3 0.0 0.1 120 FTG. ---- PE 0.0 2.2 349.5 0.0 27.3 0.0 0.000 TL 16.00 PV Pipe: 80 -56.1 1.728 PL 43.00. PF 4.5 2.2 349.5 0.0 27.3 0.0 7.7 120 FTG 2T PE 0.0 24 349.5 0.0 31.9 0.0 0.077 TL 59.00 PV Pipe: 81 76.5 1.728 PL 62.33 PF 10.7 12 346.5 0.0 35.4 0.0 10.5 120 FTG 2T PE -1.3 2.3 349.5 0.0 23.3 0.0 0.137 TL 78.33 PV Pipe: 82 25.0 1.728 PL 16.00 PF 0.3 2.3 349.5 0.0 23.3 0.0 3.4 120 FTG ---- PE 0.0 2.4 349.5 0.0 23.1 0.0 0.017 TL 16.00 PV Pipe: 83 -26.2 1.728 PL 16.00 PF 0.3 2.4 349.5 0.0 23.1 0.0 3.6 120 FTG ---- PE 0.0 2.5 349.5 0.0 23.4 0.0 0.019 TL 16.00 PV Pipe: 84 -77.7 1.728 PL 43.00 PF 8.3 2.5 349.5 0.0 23.4 0.0 10.6 120 FTG 2T PE 0.0 25 349.5 0.0 31.7 0.0 0.141 TL 59.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 85 13 346.5 0.0 2.6 349.5 0.0 Pipe: 86 2.6 349.5 0.0 2.7 349.5 0.0 Pipe: 87 2.7 349.5 0.0 2.8 349.5 0.0 Pipe: 88 2.8 349.5 0.0 26 349.5 0.0 Pipe: 89 14 346.5 0.0 27 349.5 0.0 Pipe: 90 2.1 349.5 0.0 201 339.2 11.2 Pipe: 91 2.2 349.5 0.0 202 339.2 11.2 Pipe: 92 2.3 349.5 0.0 203 339.2 11.2 Pipe: 93 2.4 349.5 0.0 204 339.2 11.2 Pipe: 94 2.5 349.5 0.0 205 339.2 11.2 Pipe: 95 2.6 349.5 0.0 206 339.2 11.2 Pipe: 96 2.7 349.5 0.0 207 339.2 11.2 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. PSI) (GPM) FL/FT (PSI) 77.2 1.728 PL 62.33 PF 10.1 35.3 0.0 10.6 120 FTG TL PE -1.3 24.0 0.0 0.139 TL 72.33 PV 25.1 1.728 PL 16.00 PF 0.3 24.0 0.0 3.4 120 FTG ---- PE 0.0 23.7 0.0 0.017 TL 16.00 pv -26.7 1.728 PL 16.00 PF 0.3 23.7 0.0 3.6 120 FTG ---- PE 0.0 24.0 0.0 0.019 TL 16.00 PV -78.7 1.728 PL 43.00 PF 7.7 24.0 0.0 10.8 120 FTG TL PE 0.0 31.6 0.0 0.144 TL 53.00 PV 25.0 1.728 PL 137.33 PF 2.4 35.3 0.0 3.4 120 FTG ---- PE -1.3 31.6 0.0 0.017 TL 137.33 PV 55.1 1.080. PL 10.33 PF 7.6 27.3 0.0 19.3 120 FTG ---- PE 4.5 24.2 55.1 0.736 TL 10.33 PV 55.1 1.080 PL 10.33 PF 7.6 27.3 0.0 19.3 120 FTG ---- PE 4.5 24.2 55.1 0.736 TL 10.33 PV 51.5 1.080 PL 10.33 PF 6.7 23.3 0.0 18.0 120 FTG ---- PE 4.5 21.1 51.5 0.649 TL 10.33 PV 51.2 1.080 PL 10.33 PF 6.6 23.1 0.0 17.9 120 FTG ---- PE 4.5 20.9 51.2 0.643 TL 10.33 PV 51.5 1.080 PL 10.33 PF 6.7 23.4 0.0 18.0 120 FTG ---- PE 4.5 21.1 51.5 0.649 TL 10.33 PV 52.0 1.080 PL 10.33 PF 6.8 24.0 0.0 18.2 120 FTG ---- PE 4.5 21.6 52.0 0.662 TL 10.33 PV. 51.8 1.080 PL 10.33 PF 6.8 23.7 0.0 18.1 120 FTG ---- PE 4.5 21.4 51.8 0.656 TL 10.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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: 97 52.1 1.080 PL 10.33 PF 6.8 2.8 349.5 0.0 24.0 0.0 18.2 120 FTG ---- PE 4.5 208 339.2 11.2 21.6 52.1 0.663 TL 10.33 PV NOTES (HASS): (1) 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 (2) 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 0.094 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.3 ft/sec at pipe 91. (4) a. System remote area HAS been proven or 'peaked'. Minimum pressure at any sprinkler: 20.898 psi Minimum pressure with remote area shifted one sprinkler space toward left cross main: 21.019 psi Minimum pressure with remote area shifted one sprinkler space toward right cross main: 21.068 psi (5) 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 BfyViv 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 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 BfyViv GatViv AlmChk DPVlv NPTee 1.728 4.00 8.00 2.00 9.00 6.00 1.00 10.00 . 13.00 10.00 3.314 7.00 15.00 5.00 16.00 10.00 1.00 13.00 16.00 19.00 4.310 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyViv GatViv NPTee 8.510 31.00 59.00 22.00 76.00 20.00 7.00 59.00 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 BfyViv GatViv NPTee 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 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 LO 0 c'.1 -I 0 0 0 '-I 0 0 ko SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK 0 0 I0 I'..' 0 0 0 0 9 0 0 q. 0 0 0 0 0 0 0 c•4 0 04 U) HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System PROJECT: LA COSTA BLDG. 20/ STEINMART, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 20C; RECEIVING REMOTE AREA: HAZARD: LH OH-1 OH-11 EH-1 EH-11 —X— RES INFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET I AREA/SPRINKLER: 100 SQ. FT. USED; 100 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY TY3131 SSU 5.6 1/2 200 4 1Y3131 SSU 5.6 1/2 155 1 TY4151 SSU 8.0 3/4 200 34 TY5237 EC PENDENT 11.2 314 155 111 1Y3231 SSP 5.6 112 155 73 CALCULATION DATA: DENSITY/AREA: .40 GPM/SF OVER Entire Area END SPRINKLER: 40.0 GPM @ 25.0 PSI. NO. OF SPRINKLERS FLOWING: 17 HOSE STREAM ALLOWANCE: 500 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 684.5 GPM © 60.7 PSI AT PUMP DISCHARGE NA GPM t NA PSI AT SOURCE 1184.5 GPM @ 100.1 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 5/22/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20B PEAKED.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RETAIL; AREA 20B PEAK WATER SUPPLY CURVE 108+ *\\\\\\\\0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 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+ P I S I I 45+ ) I 36+ 27+ 18+ LEGEND I 'I I X =Required Water Supply I 84.08 psi @ 670.2 gpm 9+ I 0 = Available Water Supply " I 105.86 psi @ 670.2 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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 1663.0 105.2 1184.5 100.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1184.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 684.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 100.1 1184.5 Ui 283.0 - - - - 100.1 - - - U2 309.0 - --- 88.7 U3 327.0 - - - - 80.9 - - - U4 324.0 - - - - 67.0 U5 321.3 - - - - 68.1 - - - B2 319.0 - - - - 69.1 B]. 318.0 - - - - 69.4 U6 323.0 - - - - 67.0 - - - U7 323.0 - - - - 66.9 U8 305.0 ---- 74.8 U9 333.5 - - - - 62.7 B7 334.0 - - - - 62.4 B6 334.0 - - - - 62.4 U1O 339.0 - - - - 60.0 Ull 343.0 - - - - 58.1 - - - U12 345.0 - - - - 57.1 U13 343.0 - - - - 57.8 B23 339.0 - - - - 59.4 U14 339.0 - - - - 59.4 U15 337.0 - - - - 59.5 - - - B18 331.0 - - - - 61.0 - - - B20 329.0 HOSE STREAM 61.6 500.0 B25 307.0 - - - - 72.9 - - - B9 338.0 - - - - 60.1 - - - B8 338.0 - - - - 60.1 DPi 285.0 - - - - 99.0 RP1IN 290.0 - - - - 96.8 - - - RP10UT 290.0 - - - - 81.8 DP2 285.0 - - - - 83.9 DP3 327.0 - - - - 80.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RP2IN 332.0 - - - - 78.6 RP20UT 332.0 - - - - 63.6 DP4 327.0 - - - - 65.8 P13 329.0 - - - - 61.4 P14 329.0 - - - - 61.1 D20 325.0 - - - - 62.1 BR20 328.0 - - - - 60.7 TR20 346.2 - - - - 49.8 1 346.5 - - - - 47.7 - - - 2 346.5 - - - - 47.8 - - - 3 346.5 - - - - 47.8 4 346.5 - - - - 45.8 5 346.5 - - - - 44.8 6 346.5 - - - - 44.1 7 346.5 - - - - 43.0 8 346.5 - - - - 42.1 9 346.5 - - - - 41.3 10 346.5 - - - - 40.4 11 346.5 - - - - 40.4 - - - 12 346.5 - - - - 40.4 13 346.5 ---- 40.4 14 346.5 - - - - 40.4 - - - 15 349.5 - - - - 42.4 16 349.5 - - - - 42.4 - - - 17 349.5 - - - - 42.4 - - - 18 349.5 - - - - 42.3 19 349.5 - - - - 42.2 20 349.5 - - - - 42.0 21 349.5 - - - .- 41.8 - - - 22 349.5 - - - - 41.6 23 349.5 - - - - 41.5 24 349.5 - - - - 41.4 25 349.5 - - - - 41.3 26 349.5 - - - - 41.3 - - - 27 349.5 - - - - 41.3 28 349.5 - - - - 43.6 2.1 349.5 - - - - 40.8 - - - 2.2 349.5 - - - - 40.3 - - - 2.3 349.5 - - - - 40.5 - - - 2.4 349.5 - - - - 40.7 - - - 2.5 349.5 - - - - 40.9 - - - 2.6 349.5 - - - - 40.4 - - - 2.7 349.5 - - - - 40.6 - - - 2.8 349.5 - - - - 40.9 - - - 2.9 349.5 - - - - 41.0 - - - 29 346.2 - - - - 36.9 - - - 30 346.2 - - - - 36.3 Ml 346.2 - - - - 34.0 M2 335.5 - - - - 37.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 335.5 - - - - 31.6 35 335.5 - - - - 30.7 36 335.5 29.5 37 335.5 - - - - 28.8 38 335.5 - - - - 28.4 39 335.5 - - - - 28.2 40 335.5 - - - - 28.2 301 335.5 K= 8.00 27.0 41.6 302 335.5 K= 8.00 25.4 40.3 303 335.5 K= 8.00 24.7 39.8 304 335.5 K= 8.00 29.5 43.5 305 335.5 K= 8.00 25.2 40.1 306 335.5 K= 8.00 23.7 39.0 307 335.5 K= 8.00 23.1 38.4 308 335.5 K= 8.00 28.2 42.5 309 335.5 K= 8.00 26.8 41.4 310 335.5 K= 8.00 26.2 41.0 311 335.5 K= 8.00 24.6 39.7 312 335.5 K= 8.00 22.7 38.1 313 335.5 K= 8.00 25.7 40.6 314 335.5 K= 8.00 25.0 40.0 315 335.5 K= 8.00 25.7 40.5 316 335.5 K= 8.00 25.0 40.0 317 333.0 K= 8.00 22.6 38.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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 1184.5 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 100.1 (N/A) 3.4 150 FTG ---- PE 0.0 Ui 283.0 0.0 100.1 0.0 0.001 TL 25.00 PV Pipe: 2 453.4 11.938 PL 465.00 PF 0.1 Ui 283.0 0.0 100.1 0.0 1.3 150 FTG ---- PE -11.3 U2 309.0 0.0 88.7 0.0 0.000 TL 465.00 PV Pipe: 3 453.4 16.876 PL 552.00 PF 0.0 U2 309.0 0.0 88.7 0.0 0.7 150 FTG T2L PE -7.8 U3 327.0 0.0 80.9 0.0 0.000 TL 781.68 PV Pipe: 4 453.4 9.514 PL 20.00 PF 0.1 U3 327.0 0.0 80.9 0.0 2.0 150 FTG TG PE 0.0 DP3 327.0 0.0 80.8 0.0 0.001 TL 108.00 PV Pipe: 5 453.4 10.520 PL 5.00 PF 0.0 DP3 327.0 .0.0 80.8 0.0 1.7 140 FTG L PE -2.2 RP2IN 332.0 0.0 78.6 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 78.6 0.0 15.0 psi, 453.4 gpm RP20UT 332.0 0.0 63.6 0.0 Pipe: 7 453.4 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 63.6 0.0 1.7 140 FTG L PE 2.2 DP4 327.0 0.0 65.8 0.0 0.000 TL 31.00 PV Pipe: 8 453.4 9.514 PL 138.00 PF 0.1 DP4 327.0 0.0 65.8 0.0 2.0 150 FTG LG PE 1.3 U4 324.0 0.0 67.0 0.0 0.001 TL 172.00 PV Pipe: 9 217.3 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 67.0 0.0 1.5 150 FTG G PE 1.2 US 321.3 0.0 68.1 0.0 0.000 TL 74.00 PV Pipe: 10 217.3 7.758 PL 106.00 PF 0.1 U5 321.3 0.0 68.1 0.0 1.5 150 FTG LG PE 1.0 B2 319.0 0.0 69.1 0.0 0.000 TL 135.00 PV Pipe: ii 217.3 7.758 PL 214.00 PF 0.1 B2 319.0 0.0 69.1 0.0 1.5 150 FTG 2LG PE 0.4 Bi 318.0 0.0 69.4 0.0 0.000 TL 265.00 PV Pipe: 12 217.3 7.758 PL 457.00 PF 0.2 Bi 318.0 0.0 69.4 0.0 1.5 150 FTG LG PE -2.2 rJ6 323.0 0.0 67.0 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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: 13 217.3 7.758 PL 88.00 PF 0.1 U6 323.0 0.0 67.0 0.0 1.5 150 FTG TLG PE 0.0 U7 323.0 0.0 66.9 0.0 0.000 TL 176.00 PV Pipe: 14 731.1 9.514 PL 55.00 PF 0.2 Ui 283.0 0.0 100.1 0.0 3.3 150 FTG TG PE -0.9 DPI 285.0 0.0 99.0 0.0 0.001 TL 143.00 PV Pipe: 15 731.1 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 99.0 0.0 2.7 140 FTG L PE -2.2 RP1IN 290.0 0.0 96.8 0.0 0.001 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 96.8 0.0 15.0 psi, 731.1 gpm 0.0 81.8 0.0 0.0 81.8 0.0 83.9 0.0 83.9 0.0 74.8 0.0 74.8 0.0 66.9 0.0 67.0 0.0 62.7 0.0 62.7 0.0 62.4 0.0 62.4 0.0 62.4 0.0 62.4 0.0 60.0 0.0 60.0 0.0 58.1 RP10UT 290.0 Pipe: 17 RP10UT 290.0 DP2 285.0 Pipe: 18 DP2 285.0 U8 305.0 Pipe: 19 U8 305.0 U7 323.0 Pipe: 20 U4 324.0 U9 333.5 Pipe: 21 09 333.5 B7 334.0 Pipe: 22 B7 334.0 B6 334.0 Pipe: 23 B6 334.0 010 339.0 Pipe: 24 U1O 339.0 Ui]. 343.0 731.1 10.520 PL 5.00 PF 0.0 0.0 2.7 140 FTG L PE 2.2 0.0 0.001 TL 31.00 PV 731.1 9.514 PL 292.00 PF 0.5 0.0 3.3 150 FTG 2LG PE -8.7 0.0 0.001 TL 352.00 PV 47.6 7.758 PL 220.00 PF 0.0 0.0 0.3 150 FTG 2G PE -7.8 0.0 0.000 TL 234.00 PV 236.1 7.758 PL 344.00 PF 0.2 0.0 1.6 150-FTG TG PE -4.1 0.0 0.000 TL 410.00 PV 236.1 7.758 PL 150.00 PF 0.1 0.0 1.6 150 FTG 2L PE -0.2 0.0 0.000 TL 194.00 PV 236.1 7.758 PL 5.00 PF 0.0 0.0 1.6 150 FTG ---- PE 0.0 0.0 0.000 TL 5.00 PV 236.1 7.758 FL 338.00 PF 0.2 0.0 1.6 150 FTG ---- PE -2.2 0.0 0.000 TL 338.00 PV 236.1 7.758 PL 309.00 PF 0.2 0.0 1.6 150 FTG T2L PE -1.7 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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: 25 236.1 7.758 PL 201.00 PF 0.1 011 343.0 0.0 58.1 0.0 1.6 150 FTG LG PE -0.9 012 345.0 0.0 57.1 0.0 0.000 TL 230.00 PV Pipe: 26 236.1 7.758 PL 222.00 PF 0.2 012 345.0 0.0 57.1 0.0 1.6 150 FTG T2LG PE 0.9 013 343.0 0.0 57.8 0.0 0.000 TL 332.00 PV Pipe: 27 236.1 7.758 PL 201.00 PF 0.1 013 343.0 0.0 57.8 0.0 1.6 150 FTG L PE 1.7 B23 339.0 0.0 59.4 0.0 0.000 TL 223.00 PV Pipe: 28 236.1 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 59.4 0.0 1.6 150 FTG G PE 0.0 014 339.0 0.0 59.4 0.0 0.000 TL 83.00 PV Pipe: 29 -264.9 7.758 PL 383.00 PF 0.3 U14 339.0 0.0 59.4 0.0 1.8 150 FTG TG PE 0.4 B9 338.0 0.0 60.1 0.0 0.001 TL 449.00 PV Pipe: 30 -264.9 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 60.1 0.0 1.8 150 FTG ---- PE 0.0 B8 338.0 0.0 60.1 0.0 0.001 TL 10.00 PV Pipe: 31 -264.9 7.758 PL 488.00 PF 0.3 B8 338.0 0.0 60.1 0.0 1.8 150 FTG TG PE 6.5 07 323.0 0.0 66.9 0.0 0.001 TL 554.00 PV Pipe: 32 501.0 7.758 PL 294.00 PF 0.8 014 339.0 0.0 59.4 0.0 3.4 150 FTG T2L PE 0.9 015 337.0 0.0 59.5 0.0 0.002 TL 397.00 PV Pipe: 33 501.0 7.758 PL 543.00 PF 1.1 015 337.0 0.0 59.5 0.0 3.4 150 FTG 2L PE 2.6 B18 331.0 0.0 61.0 0.0 0.002 TL 587.00 PV Pipe: 34 501.0 7.758 PL 94.00 PF 0.2 B18 331.0 0.0 61.0 0.0 3.4 150 FTG ---- PE 0.9 B20 329.0 H.S.. 61.6 500.0 0.002 TL 94.00 PV Pipe: 35 -683.5 7.758 PL 454.00 PF 1.7 B20 329.0 H.S. 61.6 500.0 4.6 150 FTG 2L PE 9.5 B25 307.0 0.0 72.9 0.0 0.003 TL 498.00 PV Pipe: 36 -683.5 7.758 PL 220.00 PF 1.0 B25 307.0 0.0 72.9 0.0 4.6 150 FTG TG PE 0.9 08 305.0 0.0 74.8 0.0 0.003 TL 286.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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: 37 684.5 7.758 PL 10.00 PF 0.3 B20 329.0 H.S. 61.6 500.0 4.6 150 FTG TG PE 0.0 P13 329.0 0.0 61.4 0.0 0.003 TL 76.00 PV Pipe: 38 684.5 8.510 PL 6.00 PF 0.2 P13 329.0 0.0 61.4 0.0 3.9 140 FTG CG PE 0.0 P14 329.0 0.0 61.1 0.0 0.003 TL 89.00 PV Pipe: 39 684.5 7.758 PL 190.00 PF 0.8 P14 . 329.0 0.0 61.1 0.0 4.6 150 FTG 2L PE 1.7 D20 325.0 0.0 62.1 0.0 0.003 TL 234.00 PV Pipe: 40 . 684.5 8.510 FL 6.00 PF 0.1 D20 325.0 0.0 62.1 0.0 3.9 140 FTG L PE -1.3 BR20 328.0 0.0 60.7 0.0 0.003 TL 28.00 PV Pipe.: 41 684.5 4.310 PL 21.17 PF 3.1 BR20 328.0 0.0 60.7 0.0 15.1 120 FTG 2L PE -7.9 TR20 346.2 0.0 49.8 0.0 0.092 TL 33.17 PV Pipe: 42 684.5 4.310 FL 13.92 PF 1.8 TR20 346.2 0.0 49.8 0.0 15.1 120 FTG L PE -0.1 3 346.5 0.0 47.8 0.0 0.092 TL 19.92 PV Pipe: 43 -41.0 4.310 PL 14.00 PF 0.0 1 346.5 0.0 47.7 0.0 0.9 120 FTG L PE 0.0 2 346.5 0.0 47.8 0.0 0.001 TL 20.00 PV Pipe: 44 . -72.2 4.310 PL 7.88 PF 0.0 2 346.5 0.0 47.8 0.0 1.6 120 FTG T PE 0.0 3 346.5 0.0 47.8 .0.0 0.001 TL 27.88 PV Pipe: 45 612.3 4.310 FL 6.42 PF 2.0 3 346.5 0.0 47.8 0.0 13.5 120 FTG T PE 0.0 4 346.5 0.0 45.8 0.0 0.075 TL 26.42 PV Pipe: 46 590.3 4.310 FL 14.00 PF 1.0 4 346.5 0.0 45.8 0.0 13.0 120 FTG ---- FE 0.0 5 346.5 0.0 44.8 0.0 0.070 TL 14.00 PV Pipe: 47 . 573.7 4.310 FL 11.50 PF 0.8 5 346.5 0.0 44.8 0.0 12.6 120 FTG ---- FE 0.0 6 346.5 0.0 44.1 0.0 0.066 TL 11.50 PV Pipe: 48 561.3 4.310 PL 16.50 PF 1.1 6 346.5 0.0 44.1 0.0 12.3 120 FTG ---- PE 0.0 7 . 346.5 0.0 43.0 0.0 0.064 TL 16.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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: 49 565.2 4.310 PL 14.00 PF 0.9 7 346.5 0.0 43.0 0.0 12.4 120 FTG ---- PE 0.0 8 346.5 0.0 42.1 0.0 0.065 TL 14.00 PV Pipe: 50 577.7 4.310 PL 12.00 PF 0.8 8 346.5 0.0 42.1 0.0 12.7 120 FTG ---- PE 0.0 9 346.5 0.0 41.3 0.0 0.067 TL 12.00 PV Pipe: 51 595.0 4.310 FL 13.00 PF 0.9 9 346.5 0.0 41.3 0.0 13.1 120 FTG ---- FE 0.0 10 346.5 0.0 40.4 0.0 0.071 TL 13.00 PV Pipe: 52 -89.5 4.310 FL 8.58 PF 0.0 10 346.5 0.0 40.4 0.0 2.0 120 FTG ---- PE 0.0 11 346.5 0.0 40.4 0.0 0.002 TL 8.58 PV Pipe: 53 -67.7 4.310 PL 14.00 PF 0.0 11 346.5 0.0 40.4 0.0 1.5 120 FTG ---- FE 0.0 12 346.5 0.0 .40.4 0.0 0.001 TL 14.00 PV Pipe: 54 -46.4 4.310 PL 14.00 PF 0.0 12 346.5 0.0 40.4 0.0 1.0 120 FTG ---- PE 0.0 13 346.5 0.0 40.4 0.0 0.001 TL 14.00 PV Pipe: 55 -23.6 4.310 PL 6.46 PF 0.0 13 346.5 0.0 40.4 0.0 0.5 120 FTG ---- PE 0.0 14 346.5 0.0 40.4 0.0 0.000 TL 6.46 PV Pipe: 56 19.6 3.314 FL 6.46 PF 0.0 15 349.5 0.0 42.4 0.0 0.7 120 FTG ---- PE 0.0 16 349.5 0.0 42.4 0.0 0.000 TL 6.46 PV Pipe: 57 41.0 3.314 PL 14.00 PF 0.0 16 349.5 0.0 42.4 0.0 1.5 120 FTG ---- PE 0.0 17 349.5 0.0 42.4 0.0 0.002 TL 14.00 PV Pipe: 58 72.2 3.314 PL 16.00 PF 0.1 17 349.5 0.0 42.4 0.0 2.7 120 FTG ---- PE 0.0 18 349.5 0.0 42.3 0.0 0.005 TL 16.00 PV Pipe: 59 94.2 3.314 PL 14.00 PF 0.1 18 349.5 0.0 42.3 0.0 3.5 120 FTG ---- FE 0.0 19 349.5 0.0 42.2 0.0 0.008 TL 14.00 PV Pipe: 60 110.8 3.314 FL 11.50 PF 0.1 19 349.5 0.0 42.2 0.0 4.1 120 FTG ---- PE 0.0 20 349.5 0.0 42.0 0.0 0.011 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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: 61 123.2 3.314 PL 16.50 PF 0.2 20 349.5 0.0 42.0 0.0 4.6 120 FTG ---- PE 0.0 21 349.5 0.0 41.8 0.0 0.014 TL 16.50 PV Pipe: 62 119.3 3.314 PL 14.00 PF 0.2 21 349.5 0.0 41.8 0.0 4.4 120 FTG ---- PE 0.0 22 349.5 0.0 41.6 0.0 0.013 TL 14.00 PV Pipe: 63 106.8 3.314 PL 12.00 PF 0.1 22 349.5 0.0 41.6 0.0 4.0 120 FTG ---- PE 0.0 23 349.5 0.0 41.5 0.0 0.011 TL 12.00 PV Is Pipe: 64 89.5 3.314 PL 16.00 PF 0.1 23 349.5 0.0 41.5 0.0 3.3 120 FTG ---- PE 0.0 24 349.5 0.0 41.4 0.0 0.008 TL 16.00 PV Pipe: 65 67.7 3.314 PL 14.00 PF 0.1 24 349.5 0.0 41.4 0.0 2.5 120 FTG ---- PE 0.0 25 349.5 0.0 41.3 0.0 0.005 TL 14.00 PV Pipe: 66 46.4 3.314 PL 14.00 PF 0.0 25 349.5 0.0 41.3 0.0 1.7 120 FTG ---- PE 0.0 26 349.5 0.0 41.3 0.0 0.002 TL 14.00 PV Pipe: 67 23.6 3.314 PL 6.46 PF 0.0 26 349.5 0.0 41.3 0.0 0.9 120 FTG ---- PE 0.0 27 349.5 0.0 41.3 0.0 0.001 TL 6.46 PV Pipe: 68 41.0 1.728 PL 56.66 PF 2.9 1 346.5 0.0 47.7 0.0 5.6 120 FTG TL PE -1.3 28 349.5 0.0 43.6 0.0 0.043 TL 66.66 PV Pipe: 69 19.6 1.728 PL 87.17 PF 1.2 28 349.5 0.0 43.6 0.0 2.7 120 FTG 2T2L PE 0.0 15 349.5 0.0 42.4 0.0 0.011 TL 107.17 PV Pipe: 70 21.4 1.728 PL 80.66 PF 1.2 28 349.5 0.0 43.6 0.0 2.9 120 FTG TL PE 0.0 16 349.5 0.0 42.4 0.0 0.013 TL 90.66 PV Pipe: 71 31.2 1.728 PL 137.33 PF 4.1 2 346.5 0.0 47.8 0.0 4.3 120 FTG 2T2L PE -1.3 17 349.5 0.0 42.4 0.0 0.026 TL 157.33 PV Pipe: 72 22.0 1.728 PL 137.33 PF 2.2 4 346.5 0.0 45.8 0.0 3.0 120 FTG 3TL FE -1.3 18 349.5 0.0 42.3 0.0 0.014 TL 163.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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: 73 16.6 1.728 PL 137.33 PF 1.4 5 346.5 0.0 44.8 0.0 2.3 120 FTG 4T PE -1.3 19 349.5 0.0 42.2 0.0 0.008 TL 169.33 PV Pipe: 74 12.4 1.728 PL 137.33 PF 0.7 6 346.5 0.0 44.1 0.0 1.7 120 FTG 2T2L PE -1.3 20 349.5 0.0 42.0 0.0 0.005 TL 157.33 PV Pipe: 75 -3.9 1.728 PL 137.33 PF 0.1 7 346.5 0.0 43.0 0.0 0.5 120 FTG T3L PE -1.3 21 349.5 0.0 41.8 0.0 0.001 TL 151.33 PV Pipe: 76 -12.4 1.728 PL 137.33 PF 0.8 8 346.5 0.0 42.1 0.0 1.7 120 FTG 4T PE -1.3 22 349.5 0..0 41.6 0.0 0.005 TL 169.33 PV Pipe: 77 -17.3 1.728 PL 137.33 PF 1.5 9 346.5 0.0 41.3 0.0 2.4 120 FTG 4T PE -1.3 23 349.5 0.0 41.5 0.0 0.009 TL 169.33 PV Pipe: 78 -21.8 1.728 PL 110.33 PF 1.7 11 346.5 0.0 40.4 0.0 3.0 120 FTG 2T PE -1.3 2.1 349.5 0.0 40.8 0.0 0.013 TL 126.33 PV Pipe: 79 -21.8 1.728 PL 27.00 PF 0.6 2.1 349.5 0.0 40.8 0.0 3.0 120 FTG 2T PE 0.0 24 349.5 0.0 41.4 0.0 0.013 TL 43.00 PV Pipe: 80 -21.3 1.728 PL 78.33 PF 1.2 12 346.5 0.0 40.4 0.0 2.9 120 FTG 2T PE -1.3 2.2 349.5 0.0 40.3 0.0 0.013 TL 94.33 PV Pipe: 81 -21.3 1.728 PL 16.00 PF 0.2 2.2 349.5 0.0 40.3 0.0 2.9 120 FTG ---- PE 0.0 2.3 349.5 0.0 40.5 0.0 0.013 TL 16.00 PV Pipe: 82 -21.3 1.728 PL 16.00 PF 0.2 2.3 349.5 0.0 40.5 0.0 2.9 120 FTG ---- PE 0.0 2.4 349.5 0.0 40.7 0.0 0.013 TL 16.00 PV Pipe: 83 -21.3 1.728 PL 9.00 PF 0.1 2.4 349.5 0.0 40.7 0.0 2.9 120 FTG ---- PE 0.0 2.5 349.5 0.0 40.9 0.0 0.013 TL 9.00 PV Pipe: 84 -21.3 1.728 PL 18.00 PF 0.4 2.5 349.5 0.0 40.9 0.0 2.9 120 FTG 2T PE 0.0 25 349.5 0.0 41.3 0.0 0.013 TL 34.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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: 85 -22.8 1.728 PL 78.33 PF 1.3 13 346.5 0.0 40.4 0.0 3.1 120 FTG TL PE -1.3 2.6 349.5 0.0 40.4 0.0 0.015 TL 88.33 PV Pipe: 86 -22.8 1.728 PL 16.00 PF 0.2 2.6 349.5 0.0 40.4 0.0 3.1 120 FTG ---- PE 0.0 2.7 349.5 0.0 40.6 0.0 0.015 TL 16.00 PV Pipe: 87 -22.8 1.728 FL 16.00 PF 0.2 2.7 349.5 0.0 40.6 0.0 3.1 120 FTG ---- PE 0.0 2.8 349.5 0.0 40.9 0.0 0.015 TL 16.00 PV Pipe: 88 . -22.8 1.728 PL 9.00 PF 0.1 2.8 349.5 0.0 40.9 0.0 3.1 120 FTG ---- PE 0.0 2.9 349.5 0.0 41.0 0.0 0.015 TL 9.00 PV Pipe: 89 -22.8 1.728 PL 18.00 PF 0.3 2.9 349.5 0.0 41.0 0.0 3.1 120 FTG ---- PE 0.0 26 349.5 0.0 41.3 0.0 0.015 TL 18.00 PV Pipe: 90 -23.6 1.728 FL 13.7.33 PF 2.1 14 346.5 0.0 40.4 0.0 3.2 120 FTG ---- PE -1.3 27 349.5 0.0 41.3 0.0 0.016 TL 137.33 PV Pipe: 91 684.5 4.310 PL 18.92 PF 3.6 10 346.5 0.0 40.4 0.0 15.1 120 FTG T FE 0.1 29 346.2 0.0 36.9 0.0 0.092 TL 38.92 PV -Pipe: 92 684.5 4.310 PL 6.33 PF 0.6 29 346.2 0.0 36.9 0.0 15.1 120 FTG ---- FE 0.0 30 346.2 0.0 36.3 0.0 0.092 TL 6.33 PV Pipe: 93 684.5 4.310 PL 5.00 PF 2.3 30 346.2 0.0 36.3 0.0 15.1 120 FTG T FE 0.0 Ml 346.2 0.0 34.0 0.0 0.092TL 25.00 PV Pipe: 94 684.5 4.310 FL 11.00 PF 1.6 Ml 346.2 0.0 34.0 0.0 15.1 120 FTG L PE 4.7 M2 335.5 0.0 37.1 0.0 0.092 TL 17.00 PV Pipe: 95 684.5 3.314 FL 6.50 PF 5.5 M2 335.5 0.0 37.1 0.0 25.5 120 FTG 2L FE 0.0 34 335.5 0.0 31.6 0.0 0.331 TL 16.50 PV Pipe: 96 562.8 3.314 FL 4.17. PF 1.0 34 335.5 0.0 31.6 0.0 20.9 120 FTG ---- FE 0.0 35 335.5 0.0 30.7 0.0 0.230 TL 4.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 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: 97 519.3 3.314 PL 5.83 PF 1.2 35 335.5 0.0 30.7 0.0 19.3 120 FTG ---- PE 0.0 36 335.5 0.0 29.5 0.0 0.199 TL 5.83 PV Pipe: 98 359.4 3.314 PL 7.00 PF 0.7 36 335.5 0.0 29.5 0.0 13.4 120 FTG ---- PE 0.0 37 335.5 0.0 28.8 0.0 0.101 TL 7.00 PV Pipe: 99 277.0 3.314 PL 7.50 PF 0.5 37 335.5 0.0 28.8 0.0 10.3 120 FTG ---- PE 0.0 38 335.5 0.0 28.4 0.0 0.062 TL 7.50 PV Pipe: 100 161.1 3.314 PL 7.00 PF 0.2 38 335.5 0.0 28.4 0.0 6.0 120 FTG ---- PE 0.0 39 335.5 0.0 28.2 0.0 0.023 TL 7.00 PV Pipe: 101 80.5 3.314 PL 8.00 PF 0.1 39 335.5 0.0 28.2 0.0 3.0 120 FTG ---- PE 0.0 40 335.5 0.0 28.2 0.0 0.006 TL 8.00 PV Pipe: 102 121.7 1.639 PL 3.17 PF 4.7 34 335.5 0.0 31.6 0.0 18.5 120 FTG T PE 0.0 301 335.5 8.0 27.0 41.6 0.418 TL 11.17 PV Pipe: 103 80.1 1.639 PL 8.00 PF 1.5 301 335.5 8.0 27.0 41.6 12.2 120 FTG ---- PE 0.0 302 335.5 8.0 25.4 40.3 0.193 TL 8.00 PV Pipe: 104 39.8 1.639 PL 9.00 PF 0.7 302 335.5 8.0 25.4 40.3 6.1 120 FTG E PE 0.0 303 335.5 8.0 24.7 39.8 0.053 TL 13.00 PV Pipe: 105 43.5 1.408 PL 2.83 PF 1.2 35 335.5 0.0 30.7 0.0 9.0 120 FTG T PE 0.0 304 335.5 8.0 29.5 43.5 0.131 TL 8.83 PV Pipe: 106 117.5 1.639 PL 3.17 PF 4.4 36 335.5 0.0 29.5 0.0 17.9 120 FTG T PE 0.0 305 335.5 8.0 25.2 40.1 0.392 TL 11.17 PV Pipe: 107 77.4 1.639 PL 8.00 PF 1.4 305 335.5 8.0 25.2 40.1 11.8 120 FTG ---- FE 0.0 306 335.5 8.0 23.7 39.0 0.181 TL 8.00 PV Pipe: 108 38.4 1.639 FL 9.00 PF 0.6 306 335.5 8.0 23.7 39.0 5.8 120 FTG E PE 0.0 307 335.5 8.0 23.1 38.4 0.050 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART; RECEIVING, AREA 20C PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 109 36 335.5 0.0 308 335.5 8.0 Pipe: 110 37 335.5 0.0 309 335.5 8.0 Pipe: 111 309 335.5 B.0 310 335.5 B.0 Pipe: 112 38 335.5 0.( 311 335.5 8.( Pipe: 113 311 335.5 B.0 312 335.5 B.0 Pipe: 114 312 335.5 B.0 317 333.0 8.1 Pipe: 115 39 335.5 0.1 313 335.5 8.1 Pipe: 116 313 335.5 8.1 314 335.5 8.1 Pipe: 117 40 335.5 0.' 315 335.5 B.' Pipe: 118 315 335.5 8. 316 335.5 8. Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) 42.5 1.408 PL 4.83 PF 1.4 29.5 0.0 8.8 120 FTG T PE 0.0 28.2 42.5 0.125 TL 10.83 PV 82.4 1.639 PL 1.83 PF 2.0 28.8 0.0 12.5 120 FTG T PE 0.0 26.8 41.4 0.203 TL 9.83 PV 41.0 1.639 PL 11.00 PF 0.6 26.8 41.4 6.2 120 FTG ---- PE 0.0 26.2 41.0 0.056 TL 11.00 PV 115.8 1.639 PL 1.83 PF 3.8 28.4 0.0 17.6 120 FTG T PE 0.0 24.6 39.7 0.382 TL 9.83 PV 76.2 1.639 PL 11.00 PF 1.9 24.6 39.7 11.6 120 FTG ---- PE 0.0 22.7 38.1 0.176 TL 11.00 PV 38.1 1.408 PL 8.00 PF 1.1 22.7 38.1 7.8 120 FTG E PE 1.1 22.6 38.1 0.102 TL 11.00 PV 80.6 1.639 PL 4.75 PF 2.5 28.2 0.0 12.3 120 FTG T PE 0.0 25.7 40.6 0.195 TL 12.75 PV 40.0 1.639 PL 12.50 PF 0.7 25.7 40.6 6.1 120 FTG ---- PE 0.0 25.0 40.0 0.053 TL 12.50 PV 80.5 1.639 PL 4.75 PF 2.5 28.2 0.0 12.2 120 FTG T PE 0.0 25.7 40.5 0.195 TL 12.75 PV 40.0 1.639 PL 12.50 PF 0.7 25.7 40.5 6.1 120 FTG ---- PE 0.0 25.0 40.0 0.053 TL 12.50 PV NOTES (HASS): (1) 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.163 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 25.5 ft/sec at pipe 95. 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 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 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 3.314 7.00 15.00 5.00 16.00 10.00 1.00 13.00 16.00 19.00 4.310 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 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 8.510 31.00 59.00 22.00 76.00 20.00 7.00 59.00 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 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 15 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C PAGE: G MATERIAL: Dynath HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkViv BfyViv Gatviv 1.408 3.00 6.00 2.00 7.00 6.00 1.00 0.00 0.00 0.00 1.639 4.00 8.00 2.00 9.00 6.00 1.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 5/22/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C 0 0 I0 I(4 I- 0 0 0 0 0 0 0 c 0 0 0 0 C'., 0 ' C'J U),-__