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Home My WebLink About3415 VIA MONTEBELLO; ; AS140279; Permit5/2/24,4:01 PM AS140279 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140279 3415 VIA Job Address: Status: ISSUED MONTEBELLO Permit Type: SPRINK Applied 10/30/2014 Parcel No: 2230507200 Approved: 11/7/2014 Lot #: 0 Reference No.: Issued: 11/7/2014 PC #: Inspector: Project Title: STEINMART SPRINKLER REQ. PER KLAUSBRUCKNER & ASSOC. HIGH-PILED COMBUSTIBLE STORAGE REPORT- OCT. 16, 2014. ALL EXISTING FIRE SPRINKLER MAINS, LINES, HANGERS, AND BRACING ARE TO REMAIN. TI (RELOCATED AND/OR ADDED) SPRINKLER HEADS TO BE SUPPLIED FROM EXISTING 1" OUTLETS AT EXISTING ROOF LEVEL SPRINKLER SYSTEM PIPING. NEW SPRINKLER HEAD LOCATION SHOWN ON PLAN MAY SLIGHTLY VARY DUE TO EXISTING FIELD CONDITIONS. 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 ($) Balance ($) 280 .0 280 0 about:blank 1/1 WI FIRE S YS TEMS, INCv A LA COSTA TOWN SQUARE BUILDING 20/SteinMart Storage Revisions Carlsbad, CA, AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Density .40/Entire Area Density .40/ Entire Area Density .40/Entire Area These plans hase been teviewed For arpareni ninpliancc with ohe cwrciit applicable codes ;inil .rtdards in tiircc III tile jurisdiction. The owner or cilniracior ini utiliie in support iii au ;ippl CiI ion toe .i htuuklin peruulit is Ilh the express uiidrsudndtng thai this res cii ii no v.'a% re hoes es due i,wuuer iii, cnn! uaci(ii or thin ;inilci :.d ei;iuleer or archliucl For stilt: spouisihilit For full iiuiipI i.uiwe with s.iid codes and standards. Iliontlisig the building code or For any rest nsihihy liii dcl i ieuicics. errors. oniissioiis or negligence in thc.e plans sihether or not no!cd in this review. I )a!e.( O('€1/Iq lcs iewerø' RICt.)MMEN I) Al'PI(i PVAI. API'I'( )VAL. A" NOTEI) Remote Area 20A, Stockroom: Remote Area 20C, Receiving: Remote Area 20D, Linen: Water Flow Data Backflow Data P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 ASI 40279 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 TY3131 SSU 5.6 1/2 155 1 1Y5151 SSU 11.2 3/4 286 55 115137 EC SSU 11.2 3/4 200 115 1Y3231 SSP 5.6 1/2 155 32 CALCULATION DATA: DENSITY/AREA: .40 GPM/SF OVER Entire Area END SPRINKLER: 40.0 GPM @ 12.8 PSI. NO. OF SPRINKLERS FLOWING: 17 HOSE STREAM ALLOWANCE: 500 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 708.9 GPM @ 46.2 PSI AT PUMP DISCHARGE NA GPM © NA PSI AT SOURCE 1208.9 GPM @ 85.8 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 106.2 104.4 1663.0 105.2 1208.9 85.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1208.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 708.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 85.8 1208.9 Ui 283.0 - - - - 85.8 02 309.0 - - - - 74.4 03 327.0 - - - - 66.6 - - - 04 324.0 - - - - 52.7 - - - U5 321.3 - - - - 53.8 B2 319.0 - - - - 54.8 Bi 318.0 - - - - 55.1 - - - 06 323.0 - - - - 52.7 - - - U7 323.0 - - - - 52.6 - - - U8 305.0 - - - - 60.4 - - - U9 333.5 - - - - 48.4 B7 334.0 - - - - 48.1 B6 334.0 - - - - 48.1 010 339.0 - - - - 45.7 011 343.0 - - - - 43.8 - - - U12 345.0 - - - - 42.8 - - - 013 343.0 - - - - 43.5 - - - B23 339.0 - - - - 45.1 014 339.0 - - - - 45.1 - - - 015 337.0 - - - - 45.1 - - - B18 331.0 - - - - 46.5 - - - B20 329.0 HOSE STREAM 47.2 500.0 B25 307.0 - - - - 58.5 B9 338.0 - - - - 45.8 B8 338.0 - - - - 45.8 DPi 285.0 - - - - 84.7 - - - RPiIN 290.0 - - - - 82.5 - - - RP1OUT 290.0 - - - - 67.5 - - - DP2 285.0 - - - - 69.6 DP3 327.0 - - - - 66.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: NODE ANALYSIS DATA NODE TAG ELEVATION NODETYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RP2IN 332.0 - - - - 64.4 - - - RP20UT 332.0 - - - - 49.4 DP4 327.0 - - - - 51.5 - - - P13 329.0 - - - - 46.9 P14 329.0 - - - - 46.7 D20 325.0 - - - - 47.6 BR20 328.0 - - - - 46.2 TR20 346.2 - - - - 35.1 - - - 3 346.5 - - - - 33.0 4 346.5 - - - - 30.4 - - - 5 346.5 - - - - 29.0 6 346.5 - - - - 27.9 - - - 7 346.5 - - - - 26.2 - - - 8 346.5 - - - - 24.9 - - - 9 346.5 - - - - 23.7 - - - 10 346.5 - - - - 22.4 - - - 29 346.2 - - - - 18.7 - - - 30 346.2 - - - - 18.2 - - - 31 346.2 - - - - 18.1 - - - 32 346.2 - - - - 17.7 - - - 33 346.2 - - - - 17.6 - - - 101 346.2 K=11.20 15.6 44.2 102 346.2 K=11.20 12.8 40.0 103 346.2 K=11.20 14.8 43.1 104 346.2 K=11.20 14.9 43.2 105 346.2 K=11.20 13.9 41.7 106 346.2 K=11.20 13.4 41.0 107 346.2 K=11.20 13.3 40.8 108 346.2 K=11.20 14.5 42.7 109 346.2 K=11.20 14.6 42.8 110 346.2 K=11.20 13.6 41.3 111 346.2 K=11.20 13.1 40.6 112 346.2 K=11.20 13.0 40.4 113 346.2 K=11.20 14.5 42.6 114 346.2 K=11.20 14.5 42.7 115 346.2 K=11.20 13.5 41.2 116 346.2 K=11.20 13.1 40.5 117 346.2 K=11.20 12.9 40.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/16/2014S DATA\LA COSTA CAL.CS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: 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 1208.9 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 85.8 (N/A) 3.5 150 FTG ---- PE 0.0 Ui 283.0 0.0 85.8 0.0 0.001 TL 25.00 PV Pipe: 2 462.8 11.938 PL 465.00 PF 0.1 Ui 283.0 0.0 85.8 0.0 1.3 150 FTG ---- PE -11.3 U2 309.0 0.0 74.4 0.0 0.000 TL 465.00 PV Pipe: 3 462.8 16.876 PL 552.00 PF 0.0 U2 309.0 0.0 74.4 0.0 0.7 150 FTG T2L PE -7.8 U3 327.0 0.0 66.6 0.0 0.000 TL 781.68 PV Pipe: 4 462.8 9.514 PL 20.00 PF 0.1 U3 327.0 0.0 66.6 0.0 2.1 150 FTG TG PE 0.0 DP3 327.0 0.0 66.5 0.0 0.001 TL 108.00 PV Pipe: 5 462.8 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 66.5 0.0 1.7 140 FTG L PE -2.2 RP2IN 332.0 0.0 64.4 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 64.4 0.0 15.0 psi, 462.8 gpm RP20UT 332.0 0.0 49.4 0.0 Pipe: 7 462.8 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 49.4 0.0 1.7 140 FTG L PE 2.2 DP4 327.0 0.0 51.5 0.0 0.000 TL 31.00 PV Pipe: 8 462.8 9.514 PL 138.00 PF 0.1 DP4 327.0 0.0 51.5 0.0 2.1 150 FTG LG PE 1.3 04 324.0 0.0 52.7 0.0 0.001 TL. 172.00 PV Pipe: 9 221.8 7.758 PL 67.00 PF 0.0 04 324.0 0.0 52.7 0.0 1.5 150 FTG G PE 1.2 05 321.3 0.0 53.8 0.0 0.000 TL 74.00 PV Pipe: 10 221.8 7.758 PL 106.00 PF 0.1 05 321.3 0.0 53.8 0.0 1.5 150 FTG LG PE 1.0 B2 319.0 0.0 54.8 0.0 0.000 TL 135.00 PV Pipe: 11 221.8 7.758 PL 214.00 PF 0.1 B2 319.0 0.0 54.8 0.0 1.5 150 FTG 2LG PE 0.4 Bi 318.0 0.0 55.1 0.0 0.000 TL 265.00 PV Pipe: 12 221.8 7.758 PL 457.00 PF 0.2 Bi 318.0 0.0 55.1 0.0 1.5 150 FTG LG PE -2.2 06 323.0 0.0 52.7 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: 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: 13 221.8 7.758 PL 88.00 PF 0.1 U6 323.0 0.0 52.7 0.0 1.5 150 FTG TLG PE 0.0 U7 323.0 0.0 52.6 0.0 0.000 TL 176.00 PV Pipe: 14 746.2 9.514 PL 55.00 PF 0.2 Ui 283.0 0.0 85.8 0.0 3.4 150 FTG TG PE -0.9 DPi 285.0 0.0 84.7 0.0 0.002 TL 143.00 PV Pipe: 15 746.2 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 84.7 0.0 2.8 140 FTG L PE -2.2 RP1IN 290.0 0.0 82.5 0.0 0.001 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 82.5 0.0 15.0 psi, 746.2 gpm RP10UT 290.0 0.0 67.5 0.0 Pipe: 17 746.2 10.520 PL 5.00 PF 0.0 RP1OUT 290.0 0.0 67.5 0.0 2.8 140 FTG L PE 2.2 DP2 285.0 0.0 69.6 0.0 0.001 TL 31.00 PV Pipe: 18 746.2 9.514 PL 292.00 PF 0.5 DP2 285.0 0.0 69.6 0.0 3.4 150 FTG 2LG PE -8.7 U8 305.0 0.0 60.4 0.0 0.002 TL 352.00 PV Pipe: 19 48.6 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 60.4 0.0 0.3 150 FTG 2G PE -7.8 U7 323.0 0.0 52.6 0.0 0.000 TL 234.00 PV Pipe: 20 241.0 7.758 PL 344.00 PF 0.2 U4 324.0 0.0 52.7 0.0 1.6 150 FTG TG PE -4.1 U9 333.5 0.0 48.4 0.0 0.001 TL 410.00 PV Pipe: 21 241.0 7.758 PL 150.00 PF 0.1 U9 333.5 0.0 48.4 0.0 1.6 150 FTG 2L PE -0.2 B7 334.0 0.0 48.1 0.0 0.001 TL 194.00 PV Pipe: 22 241.0 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 48.1 0.0 1.6 150 FTG ---- PE 0.0 B6 334.0 0.0 48.1 0.0 0.001 TL 5.00 PV Pipe: 23 241.0 7.758 PL 338.00 PF 0.2 B6 334.0 0.0 48.1 0.0 1.6 150 FTG ---- PE -2.2 010 339.0 0.0 45.7 0.0 0.001 TL 338.00 PV Pipe: 24 241.0 7.758 PL 309.00 PF 0.2 010 339.0 0.0 45.7 0.0 1.6 150 FTG T2L PE -1.7 011 343.0 0.0 43.8 0.0 0.001 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: 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: 25 241.0 7.758 PL 201.00 PF 0.1 Ull 343.0 0.0 43.8 0.0 1.6 150 FTG LG PE -0.9 U12 345.0 0.0 42.8 0.0 0.001 TL 230.00 PV Pipe: 26 241.0 7.758 PL 222.00 PF 0.2 U12 345.0 0.0 42.8 0.0 1.6 150 FTG T2LG PE 0.9 U13 343.0 0.0 43.5 0.0 0.001 TL 332.00 PV Pipe: 27 241.0 7.758 PL 201.00 PF 0.1 U13 343.0 0.0 43.5 0.0 1.6 150 FTG L PE 1.7 B23 339.0 0.0 45.1 0.0 0.001 TL 223.00 PV Pipe: 28 241.0 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 45.1 0.0 1.6 150 FTG G PE 0.0 U14 339.0 0.0 45.1 0.0 0.001 TL 83.00 PV Pipe: 29 -270.4 7.758 PL 383.00 PF 0.3 U14 339.0 0.0 45.1 0.0 1.8 150 FTG TG PE 0.4 B9 338.0 0.0 45.8 0.0 0.001 TL 449.00 PV Pipe: 30 -270.4 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 45.8 0.0 1.8 150 FIG ---- PE 0.0 B8 338.0 0.0 45.8 0.0 0.001 IL 10.00 PV Pipe: 31 -270.4 7.758 PL 488.00 PF 0.3 B8 338.0 0.0 45.8 0.0 1.8 150 FTG TG PE 6.5 U7 323.0 0.0 52.6 0.0 0.001 TL 554.00 PV Pipe: 32 511.4 7.758 PL 294.00 PF 0.8 U14 339.0 0.0 45.1 0.0 3.5 150 FIG T2L PE 0.9 U15 337.0 0.0 45.1 0.0 0.002 TL 397.00 PV Pipe: 33 511.4 7.758 PL 543.00 PF 1.2 U15 337.0 0.0 45.1 0.0 3.5 150 FIG 2L PE 2.6 818 331.0 0.0 46.5 0.0 0.002 IL 587.00 PV Pipe: 34 511.4 7.758 PL 94.00 PF 0.2 818 331.0 0.0 46.5 0.0 3.5 150 FTG ---- PE 0.9 B20 329.0 H.S. 47.2 500.0 0.002 IL 94.00 PV Pipe: 35 -697.6 7.758 PL 454.00 PF 1.8 B20 329.0 H.S. 47.2 500.0 4.7 150 FTG 2L PE 9.5 B25 307.0 0.0 58.5 0.0 0.004 TL 498.00 PV Pipe: 36 -697.6 7.758 PL 220.00 PF 1.0 B25 307.0 0.0 58.5 0.0 4.7 150 FIG TG PE 0.9 U8 305.0 0.0 60.4 0.0 0.004 TL 286.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: 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: 37 708.9 7.758 PL 10.00 PF 0.3 B20 329.0 H.S. 47.2 500.0 4.8 150 FTG TG PE 0.0 P13 329.0 0.0 46.9 0.0 0.004 TL 76.00 PV Pipe: 38 708.9 8.510 PL 6.00 PF 0.2 P13 329.0 0.0 46.9 0.0 4.0 140 FTG CG FE 0.0 P14 329.0 0.0 46.7 0.0 0.003 TL 89.00 PV Pipe: 39 708.9 7.758 PL 190.00 PF 0.9 P14 329.0 0.0 46.7 0.0 4.8 150 FTG 2L PE 1.7 D20 325.0 0.0 47.6 0.0 0.004 TL 234.00 PV Pipe: 40 708.9 8.510 PL 6.00 PF 0.1 D20 325.0 0.0 47.6 0.0 4.0 140 FTG L PE -1.3 BR20 328.0 0.0 46.2 0.0 0.003 TL 28.00 PV Pipe: 41 708.9 4.310 PL 21.17 PF 3.3 BR20 328.0 0.0 46.2 0.0 15.6 120 FTG 2L PE -7.9 TR20 346.2 0.0 35.1 0.0 0.098 TL 33.17 PV Pipe: 42 708.9 4.310 PL 13.92 PF 2.0 1R20 346.2 0.0 35.1 0.0 15.6 120 FTG L PE -0.1 3 346.5 0.0 33.0 0.0 0.098 TL 19.92 PV Pipe: 43 708.9 4.310 FL 6.42 PF 2.6 3 346.5 0.0 33.0 0.0 15.6 120 FIG I PE 0.0 4 346.5 0.0 30.4 0.0 0.098 IL 26.42 PV Pipe: 44 708.9 4.310 PL 14.00 PF 1.4 4 346.5 0.0 30.4 0.0 15.6 120 FIG ---- PE 0.0 5 346.5 0.0 29.0 0.0 0.098 IL 14.00 PV Pipe: 45 708.9 4.310 PL 11.50 PF 1.1 5 346.5 0.0 29.0 0.0 15.6 120 FTG ---- PE 0.0 6 346.5 0.0 27.9 0.0 0.098 IL 11.50 PV Pipe: 46 708.9 4.310 FL 16.50 PF 1.6 6 346.5 0.0 27.9 0.0 15.6 120 FIG ---- FE 0.0 7 346.5 0.0 26.2 0.0 0.098 IL 16.50 PV Pipe: 47 708.9 4.310 FL 14.00 PF 1.4 7 346.5 0.0 26.2 0.0 15.6 120 FTG ---- PE 0.0 8 346.5 0.0 24.9 0.0 0.098 TL 14.00 PV Pipe: 48 708.9 4.310 FL 12.00 PF 1.2 8 346.5 0.0 24.9 0.0 15.6 120 FTG ---- PE 0.0 9 346.5 0.0 23.7 0.0 0.098 IL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/16/2014S DATA\LA COSTA CALCS\L1A COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: 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: 49 708.9 4.310 PL 13.00 PF 1.3 9 346.5 0.0 23.7 0.0 15.6 120 FTG ---- PE 0.0 10 346.5 0.0 22.4 0.0 0.098 TL 13.00 PV Pipe: 50 708.9 4.310 PL 18.92 PF 3.8 10 346.5 0.0 22.4 0.0 15.6 120 FTG T PE 0.1 29 346.2 0.0 18.7 0.0 0.098 TL 38.92 PV Pipe: 51 624.8 4.310 PL 6.33 PF 0.5 29 346.2 0.0 18.7 0.0 13.7 120 FTG ---- PE 0.0 30 346.2 0.0 18.2 0.0 0.078 TL 6.33 PV Pipe: 52 624.8 4.310 PL 1.67 PF 0.1 30 346.2 0.0 18.2 0.0 13.7 120 FTG ---- PE 0.0 31 346.2 0.0 18.1 0.0 0.078 TL 1.67 PV Pipe: 53 415.0 4.310 PL 9.00 PF 0.3 31 346.2 0.0 18.1 0.0 9.1 120 FTG ---- PE 0.0 32 346.2 0.0 17.7 0.0 0.036 TL 9.00 PV Pipe: 54 207.2 4.310 PL 9.00 PF 0.1 32 346.2 0.0 17.7 0.0 4.6 120 FTG ---- FE 0.0 33 346.2 0.0 17.6 0.0 0.010 TL 9.00 PV Pipe: 55 44.2 1.080 PL 1.42 PF 3.1 29 346.2 0.0 18.7 0.0 15.5 120 FTG T PE 0.0 101 346.2 11.2 15.6 44.2 0.489 TL 6.42 PV Pipe: 56 40.0 1.080 PL 9.58 PF 5.9 29 346.2 0.0 18.. 7 0.0 14.0 120 FTG T PE 0.0 102 346.2 11.2 12.8 40.0 0.407 TL 14.58 PV Pipe: 57 43.1 1.080 FL 2.00 PF 3.3 31 346.2 0.0 18.1 0.0 15.1 120 FTG T PE 0.0 103 346.2 11.2 14.8 43.1 0.467 TL 7.00 PV Pipe: 58 166.7 2.203 PL 8.00 PF 3.2 31 346.2 0.0 18.1 0.0 14.0 120 FTG T PE 0.0 104 346.2 11.2 14.9 43.2 0.177 TL 18.00 PV Pipe: 59 123.5 2.203 FL 10.00 PF 1.0 104 346.2 11.2 14.9 43.2 10.4 120 FTG ---- PE 0.0 105 346.2 11.2 13.9 41.7 0.102 TL 10.00 PV Pipe: 60 81.8 2.203 PL 10.00 PF 0.5 105 346.2 11.2 13.9 41.7 6.9 120 FTG ---- FE 0.0 106 346.2 11.2 13.4 41.0 0.047 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: 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 40.8 2.203 PL 10.00 PF 0.1 106 346.2 11.2 13.4 41.0 3.4 120 FTG ---- PE 0.0 107 346.2 11.2 13.3 40.8 0.013 TL 10.00 PV Pipe: 62 42.7 1.080 PL 2.00 PF 3.2 32 346.2 0.0 17.7 0.0 14.9 120 FTG T PE 0.0 108 346.2 11.2 14.5 42.7 0.459 TL 7.00 PV Pipe: 63 165.1 2.203 PL 8.00 PF 3.1 32 346.2 0.0 17.7 0.0 13.9 120 FTG T PE 0.0 109 346.2 11.2 14.6 42.8 0.174 TL 18.00 PV Pipe: 64 122.3 2.203 PL 10.00 PF 1.0 109 346.2 11.2 14.6 42.8 10.3 120 FTG ---- PE 0.0 110 346.2 11.2 13.6 41.3 0.100 TL 10.00 PV Pipe: 65 81.0 2.203 PL 10.00 PF 0.5 110 346.2 11.2 13.6 41.3 6.8 120 FTG ---- PE 0.0 111 346.2 11.2 13.1 40.6 0.047 TL 10.00 PV Pipe: 66 40.4 2.203 PL 10.00 PF 0.1 111 346.2 11.2 13.1 40.6 3.4 120 FIG ---- PE 0.0 112 346.2 11.2 13.0 40.4 0.013 IL 10.00 PV Pipe: 67 42.6 1.080 PL 2.00 PF 3.2 33 346.2 0.0 17.6 0.0 14.9 120 FTG T PE 0.0 113 346.2 11.2 14.5 42.6 0.457 TL 7.00 PV Pipe: 68 164.7 2.203 PL 8.00 PF 3.1 33 346.2 0.0 17.6 0.0 13.9 120 FTG I PE 0.0 114 346.2 11.2 14.5 42.7 0.173 TL 18.00 PV Pipe: 69 122.0 2.203 PL 10.00 PF 1.0 114 346.2 11.2 14.5 42.7 10.3 120 FTG ---- PE 0.0 115 346.2 11.2 13.5 41.2 0.099 TL 10.00 PV Pipe: 70 80.8 2.203 PL 10.00 PF 0.5 115 346.2 11.2 13.5 41.2 6.8 120 FIG ---- PE 0.0 116 346.2 11.2 13.1 40.5 0.046 IL 10.00 PV Pipe: 71 40.3 2.203 PL 10.00 PF 0.1 116 346.2 11.2 13.1 40.5 3.4 120 FTG ---- PE 0.0 117 346.2 11.2 12.9 40.3 0.013 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/16/20145 DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: 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 0.002 gpm and a maximum imbalance at any node of 0.170 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.6 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 LrigEll 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 2.203 5.00 10.00 3.00 11.00 6.00 1.00 10.00 12.00 12.00 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 LngEl1 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 Eli Tee LngEil 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 10 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: 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 z U) 0 - '—I 0 1z4 0 0 Cs.' 1-1 Cl 0 0 0 0 co 0 '.0 Co 0 lw 0 '.0 0 0 CD SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20A-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, STOCKROOM, AREA 20A - REVISE: 0 0 0 C'.' — 0 0 0 C c 0 c C 0 0 0 0 0 U) '.0 -I 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 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 1Y5151 SSU 11.2 3/4 286 55 1Y5137 EC SSU 11.2 3/4 200 115 TY3231 SSP 5.6 1/2 155 32 CALCULATION DATA: DENSITY/AREA: .40 GPM/SF OVER Entire Area END SPRINKLER: 40.0 GPM @ 12.8 PSI. NO. OF SPRINKLERS FLOWING: 17 I HOSE STREAM ALLOWANCE: 500 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 689.7 GPM 51.4 PSI AT PUMP DISCHARGE NA GPM © NA PSI AT SOURCE 1189.7 GPM © 90.8 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 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 1189.7 90.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1189.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 689.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 90.8 1189.7 Ui 283.0 - - - - 90.8 U2 309.0 - - - - 79.4 U3 327.0 - - - - 71.6 U4 324.0 - - - - 57.7 U5 321.3 - - - - 58.9 - - - B2 319.0 - - - - 59.8 Bi 318.0 - - - - 60.1 - - - U6 323.0 - - - - 57.7 U7 323.0 - - - - 57.7 - - - U8 305.0 - - - - 65.5 - - - U9 333.5 - - - - 53.4 B7 334.0 - - - - 53.1 - - - B6 334.0 - - - - 53.1 - - - U1O 339.0 - - - - 50.8 Ull 343.0 - - - - 48.8 - - - U12 345.0 - - - - 47.8 U13 343.0 - - - - 48.5 - - - B23 339.0 - - - - 50.2 U14 339.0 - - - - 50.1 - - - U15 337.0 - - - - 50.2 B18 331.0 - - - - 51.7 B20 329.0 HOSE STREAM 52.3 500.0 B25 307.0 - - - - 63.6 B9 338.0 - - - - 50.8 B8 338.0 - - - - 50.8 DPI 285.0 - - - - 89.7 RP1IN 290.0 - - - - 87.5 - - - RP10UT 290.0 - - - - 72.5 DP2 285.0 - - - - 74.7 DP3 327.0 - - - - 71.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RP2IN 332.0 - - - - 69.4 - - - RP20UT 332.0 - - --- 54.4 - - - DP4 327.0 - - - - 56.5 P13 329.0 - - - - 52.1 P14 329.0 - - - - 51.8 D20 325.0 - - - - 52.7 BR20 328.0 - - - - 51.4 TR20 346.2 - - - - 40.4 - - - 3 346.5 - - - - 38.4 - - - 4 346.5 - - - - 35.9 - - - 5 346.5 - - - - 34.6 - - - 6 346.5 - - - - 33.6 - - - 7 346.5 - - - - 32.0 - - - 8 346.5 - - - - 30.7 - - - 9 346.5 - - - - 29.6 - - - 10 346.5 - - - - 28.4 - - - 29 346.2 - - - - 24.8 - - - 30 346.2 - - - - 24.3 - - - Ml 346.2 - - - - 21.9 - - - M2 335.5 - - - - 25.0 - - - 34 335.5 - - - - 19.4 - - - 35 335.5 - - - - 18.5 - - - 36 335.5 - - - - 17.3 - - - 37 335.5 - - - - 16.6 - - - 38 335.5 - - - - 16.1 39 335.5 - - - - 16.0 - - - 40 335.5 - - - - 15.9 301 335.5 K=11.20 14.7 42.9 302 335.5 K=11.20 13.1 40.6 303 335.5 K=11.20 12.5 39.5 304 335.5 K=11.20 17.2 46.4 305 335.5 K=11.20 13.0 40.4 306 335.5 K=11.20 11.7 38.2 307 335.5 K=11.20 11.1 37.2 308 335.5 K=11.20 15.8 44.6 309 335.5 K=11.20 14.5 42.7 310 335.5 K=11.20 13.9 41.7 311 335.5 K=11.20 12.6 39.7 312 335.5 K=11.20 10.7 36.7 313 335.5 K=11.20 13.5 41.1 314 335.5 K=11.20 12.8 40.1 315 335.5 K=11.20 13.4 41.0 316 335.5 K=11.20 12.8 40.0 317 333.0 K=11.20 10.8 36.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 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 1189.7 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 90.8 (N/A) 3.4 150 FTG ---- PE 0.0 Ui 283.0 0.0 90.8 0.0 0.001 TL 25.00 PV Pipe: 2 455.4 11.938 PL 465.00 PF 0.1 Ui 283.0 0.0 90.8 0.0 1.3 150 FTG ---- PE -11.3 U2 309.0 0.0 79.4 0.0 0.000 TL 465.00 PV Pipe: 3 455.4 16.876 PL 552.00 PF 0.0 U2 309.0 0.0 79.4 0.0 0.7 150 FTG T2L PE -7.8 U3 327.0 0.0 71.6 0.0 0.000 TL 781.68 PV Pipe: 4 455.4 9.514 PL 20.00 PF 0.1 U3 327.0 0.0 71.6 0.0 2.1 150 FTG TG PE 0.0 DP3 327.0 0.0 71.5 0.0 0.001 TL 108.00 PV Pipe: 5 455.4 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 71.5 0.0 1.7 140 FTG L PE -2.2 RP2IN 332.0 0.0 69.4 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 69.4 0.0 15.0 psi, 455.4 gpm RP20UT 332.0 0.0 54.4 0.0 Pipe: 7 455.4 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 54.4 0.0 1.7 140 FTG L PE 2.2 DP4 327.0 0.0 56.5 0.0 0.000 TL 31.00 PV Pipe: 8 455.4 9.514 PL 138.00 PF 0.1 DP4 327.0 0.0 56.5 0.0 2.1 150 FTG LG PE 1.3 U4 324.0 0.0 57.7 0.0 0.001 TL 172.00 PV Pipe: 9 218.2 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 57.7 0.0 1.5 150 FTG G PE 1.2 U5 321.3 0.0 58.9 0.0 0.000 TL 74.00 PV Pipe: 10 218.2 7.758 PL 106.00 PF 0.1 U5 321.3 0.0 58.9 0.0 1.5 150 FTG LG PE 1.0 B2 319.0 0.0 59.8 0.0 0.000 TL 135.00 PV Pipe: 11 218.2 7.758 PL 214.00 PF 0.1 B2 319.0 0.0 59.8 0.0 1.5 150 FTG 2LG PE 0.4 Bi 318.0 0.0 60.1 0.0 0.000 TL 265.00 PV Pipe: 12 218.2 7.758 PL 457.00 PF 0.2 Bi 318.0 0.0 60.1 0.0 1.5 150 FTG LG PE -2.2 U6 323.0 0.0 57.7 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 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: 13 218.2 7.758 PL 88.00 PF 0.1 U6 323.0 0.0 57.7 0.0 1.5 150 FTG TLG PE 0.0 U7 323.0 0.0 57.7 0.0 0.000 TL 176.00 PV Pipe: 14 734.3 9.514 PL 55.00 PF 0.2 Ui 283.0 0.0 90.8 0.0 3.3 150 FTG TG PE -0.9 DPi 285.0 0.0 89.7 0.0 0.001 TL 143.00 PV Pipe: 15 734.3 10.520 PL 5.00 PF 0.0 DPI 285.0 0.0 89.7 0.0 2.7 140 FTG L PE -2.2 RP1IN 290.0 0.0 87.5 0.0 0.001 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 87.5 0.0 15.0 psi, 734.3 gpm RP10UT 290.0 0.0 72.5 0.0 Pipe: 17 734.3 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 72.5 0.0 2.7 140 FTG L PE 2.2 DP2 285.0 0.0 74.7 0.0 0.001 TL 31.00 PV Pipe: 18 734.3 9.514 PL 292.00 PF 0.5 DP2 285.0 0.0 74.7 0.0 3.3 150 FTG 2LG PE -8.7 U8 305.0 0.0 65.5 0.0 0.001 TL 352.00 PV Pipe: 19 47.8 7.758 FL 220.00 PF 0.0 U8 305.0 0.0 65.5 0.0 0.3 150 FTG 2G PE -7.8 U7 323.0 0.0 57.7 0.0 0.000 TL 234.00 PV Pipe: 20 237.2 7.758 PL 344.00 PF 0.2 U4 324.0 0.0 57.7 0.0 1.6 150 FTG TG FE -4.1 U9 333.5 0.0 53.4 0.0 0.000 TL 410.00 PV Pipe: 21 237.2 7.758 PL 150.00 PF 0.1 U9 333.5 0.0 53.4 0.0 1.6 150 FTG 2L PE -0.2 B7 334.0 0.0 53.1 0.0 0.000 TL 194.00 PV Pipe: 22 237.2 7.758 FL 5.00 PF 0.0 B7 334.0 0.0 53.1 0.0 1.6 150 FTG ---- PE 0.0 B6 334.0 0.0 53.1 0.0 0.000 TL 5.00 PV Pipe: 23 237.2 7.758 FL 338.00 PF 0.2 B6 334.0 0.0 53.1 0.0 1.6 150 FTG ---- PE -2.2 U10 339.0 0.0 50.8 0.0 0.000 TL 338.00 PV Pipe: 24 237.2 7.758 PL 309.00 PF 0.2 UlO 339.0 0.0 50.8 0.0 1.6 150 FTG T2L PE -1.7 Ull 343.0 0.0 48.8 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 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: 25 237.2 7.758 PL 201.00 PF 0.1 Ull 343.0 0.0 48.8 0.0 1.6 150 FTG LG PE -0.9 U12 345.0 0.0 47.8 0.0 0.000 TL 230.00 PV Pipe: 26 237.2 7.758 FL 222.00 PF 0.2 U12 345.0 0.0 47.8 0.0 1.6 150 FTG T2LG -PE 0.9 U13 343.0 0.0 48.5 0.0 0.000 TL 332.00 PV Pipe: 27 237.2 7.758 PL 201.00 PF 0.1 U13 343.0 0.0 48.5 0.0 1.6 150 FTG L PE 1.7 B23 339.0 0.0 50.2 0.0 0.000 TL 223.00 PV Pipe: 28 237.2 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 50.2 0.0 1.6 150 FTG G PE 0.0 U14 339.0 0.0 50.1 0.0 0.000 TL 83.00 PV Pipe: 29 -266.1 7.758 PL 383.00 PF 0.3 U14 339.0 0.0 50.1 0.0 1.8 150 FTG TG PE 0.4 B9 338.0 0.0 50.8 0.0 0.001 TL 449.00 PV Pipe: 30 -266.1 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 50.8 0.0 1.8 150 FTG ---- PE 0.0 B8 338.0 0.0 50.8 0.0 0.001 TL 10.00 PV Pipe: 31 -266.1 7.758 PL 488.00 PF 0.3 B8 338.0 0.0 50.8 0.0 1.8 150 FTG TG PE 6.5 U7 323.0 0.0 57.7 0.0 0.001 IL 554.00 PV Pipe: 32 503.2 7.758 PL 294.00 PF 0.8 U14 339.0 0.0 50.1 0.0 3.4 150 FTG 12L PE 0.9 U15 337.0 0.0 50.2 0.0 0.002 TL 397.00 PV Pipe: 33 503.2 7.758 PL 543.00 PF 1.2 U15 337.0 0.0 50.2 0.0 3.4 150 FTG 2L PE 2.6 B18 331.0 0.0 51.7 0.0 0.002 IL 587.00 PV Pipe: 34 503.2 7.758 PL 94.00 PF 0.2 B18 331.0 0.0 51.7 0.0 3.4 150 FIG ---- PE 0.9 B20 329.0 H.S. 52.3 500.0 0.002 IL 94.00 PV Pipe: 35 -686.5 7.758 FL 454.00 PF 1.7 B20 329.0 H.S. 52.3 500.0 4.7 150 FIG 2L PE 9.5 B25 307.0 0.0 63.6 0.0 0.003 IL 498.00 PV Pipe: 36 -686.5 7.758 FL 220.00 PF 1.0 B25 307.0 0.0 63.6 0.0 4.7 150 FIG TG FE 0.9 U8 305.0 0.0 65.5 0.0 0.003 IL 286.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 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: 37 689.7 7.758 PL 10.00 PF 0.3 B20 329.0 H.S. 52.3 500.0 4.7 150 FTG TG PE 0.0 P13 329.0 0.0 52.1 0.0 0.004 TL 76.00 PV Pipe: 38 689.7 8.510 PL 6.00 PF 0.2 P13 329.0 0.0 52.1 0.0 3.9 140 FTG CG PE 0.0 P14 329.0 0.0 51.8 0.0 0.003 TL 89.00 PV Pipe: 39 689.7 7.758 PL 190.00 PF 0.8 P14 329.0 0.0 51.8 0.0 4.7 150 FTG 2L PE 1.7 D20 325.0 0.0 52.7 0.0 0.004 TL 234.00 PV Pipe: 40 689.7 8.510 PL 6.00 PF 0.1 D20 325.0 0.0 52.7 0.0 3.9 140 FTG L PE -1.3 BR20 328.0 0.0 51.4 0.0 0.003 TL 28.00 PV Pipe: 41 689.7 4.310 PL 21.17 PF 3.1 BR20 328.0 0.0 51.4 0.0 15.2 120 FTG 2L PE -7.9 TR20 346.2 0.0 40.4 0.0 0.093 TL 33.17 PV Pipe: 42 689.7 4.310 PL 13.92 PF 1.9 TR20 346.2 0.0 40.4 0.0 15.2 120 FTG L PE -0.1 3 346.5 0.0 38.4 0.0 0.093 TL 19.92 PV Pipe: 43 689.7 4.310 PL 6.42 PF 2.5 3 346.5 0.0 38.4 0.0 15.2 120 FTG T PE 0.0 4 346.5 0.0 35.9 0.0 0.093 TL 26.42 PV Pipe: 44 689.7 4.310 PL 14.00 PF 1.3 4 346.5 0.0 35.9 0.0 15.2 120 FTG ---- PE 0.0 5 346.5 0.0 34.6 0.0 0.093 TL 14.00 PV Pipe: 45 689.7 4.310 PL 11.50 PF 1.1 5 346.5 0.0 34.6 0.0 15.2 120 FTG ---- PE 0.0 6 346.5 0.0 33.6 0.0 0.093 TL 11.50 PV Pipe: 46 689.7 4.310 PL 16.50 PF 1.5 6 346.5 0.0 33.6 0.0 15.2 120 FTG ---- PE 0.0 7 346.5 0.0 32.0 0.0 0.093 TL 16.50 PV Pipe: 47 689.7 4.310 PL 14.00 PF 1.3 7 346.5 0.0 32.0 0.0 15.2 120 FTG ---- PE 0.0 8 346.5 0.0 30.7 0.0 0.093 TL 14.00 PV Pipe: 48 689.7 4.310 PL 12.00 PF 1.1 8 346.5 0.0 30.7 0.0 15.2 120 FTG ---- PE 0.0 9 346.5 0.0 29.6 0.0 0.093 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 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: 49 689.7 4.310 PL 13.00 PF 1.2 9 346.5 0.0 29.6 0.0 15.2 120 FTG ---- PE 0.0 10 346.5 0.0 28.4 0.0 0.093 TL 13.00 PV Pipe: 50 689.7 4.310 FL 18.92 PF 3.6 10 346.5 0.0 28.4 0.0 15.2 120 FTG T PE 0.1 29 346.2 0.0 24.8 0.0 0.093 TL 38.92 PV Pipe: 51 689.7 4.310 PL 6.33 PF 0.6 29 346.2 0.0 24.8 0.0 15.2 120 FTG ---- PE 0.0 30 346.2 0.0 24.3 0.0 0.093 TL 6.33 PV Pipe: 52 689.7 4.310 PL 5.00 PF 2.3 30 346.2 0.0 24.3 0.0 15.2 120 FTG T PE 0.0 Ml 346.2 0.0 21.9 0.0 0.093 TL 25.00 PV Pipe: 53 689.7 4.310 PL 11.00 PF 1.6 Ml 346.2 0.0 21.9 0.0 15.2 120 FTG L PE 4.7 M2 335.5 0.0 25.0 0.0 0.093 TL 17.00 PV Pipe: 54 689.7 3.314 FL 6.50 PF 5.5 M2 335.5 0.0 25.0 0.0 25.7 120 FTG 2L PE 0.0 34 335.5 0.0 19.4 0.0 0.336 TL 16.50 PV Pipe: 55 566.7 3.314 FL 4.17 PF 1.0 34 335.5 0.0 19.4 0.0 21.1 120 FTG ---- PE 0.0 35 335.5 0.0 18.5 0.0 0.233 TL 4.17 PV Pipe: 56 520.3 3.314 PL 5.83 PF 1.2 35 335.5 0.0 18.5 0.0 19.4 120 FTG ---- PE 0.0 36 335.5 0.0 17.3 0.0 0.199 TL 5.83 PV Pipe: 57 359.8 3.314 PL 7.00 PF 0.7 36 335.5 0.0 17.3 0.0 13.4 120 FTG ---- PE 0.0 37 335.5 0.0 16.6 0.0 0.101 TL 7.00 PV Pipe: 58 275.4 3.314 FL 7.50 PF 0.5 37 335.5 0.0 16.6 0.0 10.2 120 FTG ---- FE 0.0 38 335.5 0.0 16.1 0.0 0.061 TL 7.50 PV Pipe: 59 162.2 3.314 PL 7.00 PF 0.2 38 335.5 0.0 16.1 0.0 6.0 120 FTG ---- FE 0.0 39 335.5 0.0 16.0 0.0 0.023 TL 7.00 PV Pipe: 60 81.0 3.314 FL 8.00 PF 0.1 39 335.5 0.0 16.0 0.0 3.0 120 FTG ---- FE 0.0 40 335.5 0.0 15.9 0.0 0.006 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 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: 61 123.0 1.639 PL 3.17 PF 4.8 34 335.5 0.0 19.4 0.0 18.7 120 FTG T PE 0.0 301 335.5 11.2 14.7 42.9 0.427 TL 11.17 PV Pipe: 62 80.1 1.639 PL 8.00 PF 1.5 301 335.5 11.2 14.7 42.9 12.2 120 FTG ---- PE 0.0 302 335.5 11.2 13.1 40.6 0.193 TL 8.00 PV Pipe: 63 39.5 1.639 PL 9.00 PF 0.7 302 335.5 11.2 13.1 40.6 6.0 120 FTG E PE 0.0 303 335.5 11.2 12.5 39.5 0.052 TL 13.00 PV Pipe: 64 46.4 1.408 PL 2.83 PF 1.3 35 335.5 0.0 18.5 0.0 9.6 120 FTG T PE 0.0 304 335.5 11.2 17.2 46.4 0.147 TL 8.83 PV Pipe: 65 115.9 1.639 PL 3.17 PF 4.3 36 335.5 0.0 17.3 0.0 17.6 120 FTG T PE 0.0 305 335.5 11.2 13.0 40.4 0.382 TL 11.17 PV Pipe: 66 75.5 1.639 PL 8.00 PF 1.4 305 335.5 11.2 13.0 40.4 11.5 120 FTG ---- PE 0.0 306 335.5 11.2 11.7 38.2 0.173 TL 8.00 PV Pipe: 67 37.2 1.639 PL 9.00 PF 0.6 306 335.5 11.2 11.7 38.2 5.7 120 FTG E PE 0.0 307 335.5 11.2 11.1 37.2 0.047 TL 13.00 PV Pipe: 68 44.6 1.408 PL 4.83 PF 1.5 36 335.5 0.0 17.3 0.0 9.2 120 FTG T PE 0.0 308 335.5 11.2 15.8 44.6 0.137 TL 10.83 PV Pipe: 69 84.4 1.639 PL 1.83 PF 2.1 37 335.5 0.0 16.6 0.0 12.8 120 FTG T PE 0.0 309 335.5 11.2 14.5 42.7 0.213 TL 9.83 PV Pipe: 70 41.7 1.639 PL 11.00 PF 0.6 309 335.5 11.2 14.5 42.7 6.3 120 FTG ---- PE 0.0 310 335.5 11.2 13.9 41.7 0.058 TL 11.00 PV Pipe: 71 113.2 1.639 PL 1.83 PF 3.6 38 335.5 0.0 16.1 0.0 17.2 120 FTG T PE 0.0 311 335.5 11.2 12.6 39.7 0.366 TL 9.83 PV Pipe: 72 73.5 1.639 PL 11.00 PF 1.8 311 335.5 11.2 12.6 39.7 11.2 120 FTG ---- PE 0.0 312 335.5 11.2 10.7 36.7 0.164 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 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 36.8 1.408 PL 8.00 PF 1.1 312 335.5 11.2 10.7 36.7 7.6 120 FTG E PE 1.1 317 333.0 11.2 10.8 36.8 0.096 TL 11.00 PV Pipe: 74 81.2 1.639 PL 4.75 PF 2.5 39 335.5 0.0 16.0 0.0 12.3 120 FTG T PE 0.0 313 335.5 11.2 13.5 41.1 0.198 TL 12.75 PV Pipe: 75 40.1 1.639 PL 12.50 PF 0.7 313 335.5 11.2 13.5 41.1 6.1 120 FTG ---- PE 0.0 314 335.5 11.2 12.8 40.1 0.054 TL 12.50 PV Pipe: 76 81.0 1.639 PL 4.75 PF 2.5 40 335.5 0.0 15.9 0.0 12.3 120 FTG T PE 0.0 315 335.5 11.2 13.4 41.0 0.197 TL 12.75 PV Pipe: 77 40.0 1.639 PL 12.50 PF 0.7 315 335.5 11.2 13.4 41.0 6.1 120 FTG ---- PE 0.0 316 335.5 11.2 12.8 40.0 0.053 TL 12.50 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 0.002 gpm and a maximum imbalance at any node of 0.183 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 25.7 ft/sec at pipe 54. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 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 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 Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 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 Eli 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 1.408 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 0 0 co 0 C', 14 0 0 0 0 U) 0 0 w 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED 0 0 10 Ic•.1 N 0 0 0 0 0 9 Co C 0 0 0 0 0 C', 0 U) W v C'4 '—I 4OzI 1z)CI)U)rz1 — 04 u•.-i_ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/16/2014S DATA\LA COSTA CALCS\LA COSTA BLDG 20 AREA 20C-11.2K.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 20/STEINMART, RECEIVING, AREA 20C REVISED WATER SUPPLY CURVE 108+ I 104.4 psi 8 1663 gpm-> * Flow Test Point 99+ 90+ X 81+ P 72+ R I E I S I 5 63+ U I R I E I 54+ C I P I S I I 45+ ) I 36+ 27+ 18+ LEGEND 'I I X = Required Water Supply It I 90.82 psi 8 1189.7 gpm 9+ I 0 = Available Water Supply I 105.23 psi 8 1189.7 gpm " 0 ----------------------------------------- 400 600 800 1000 1200 1400 FLOW (GPM) +-----------+ 1600 1800 2000 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 20D; LINEN STORAGE 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 1V3131 SSU 5.6 1/2 155 1 1Y5151 SSU 11.2 3/4 286 55 1Y5137 EC SSU 11.2 3/4 200 115 1Y3231 SSP 5.6 1/2 155 32 CALCULATION DATA: DENSITY/AREA: .40 GPM/SF OVER Entire Area END SPRINKLER: 40.0 GPM @ 12.8 PSI. NO. OF SPRINKLERS FLOWING: 25 HOSE STREAM ALLOWANCE: 500 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 1186.3 GPM @ 56.6 PSI AT PUMP DISCHARGE NA GPM@ NA PSI AT SOURCE 1686.3 GPM @ 101.7 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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 1663.0 104.4 1686.3 101.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1686.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1186.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 101.7 1686.3 Ui 283.0 - - - - 101.6 U2 309.0 - - - - 90.2 U3 327.0 - - - - 82.3 - - - U4 324.0 - - - - 68.3 - - - U5 321.3 - - - - 69.4 - - - B2 319.0 - - - - 70.3 - - - Bi 318.0 - - - - 70.5 - - - U6 323.0 - - - - 67.9 - - - U7 323.0 - - - - 67.8 - - - U8 305.0 - - - - 75.6 U9 333.5 - - - - 63.8 B7 334.0 - - - - 63.4 B6 334.0 - - - - 63.4 U1O 339.0 - - - - 60.9 Ull 343.0 - - - - 58.8 - - - U12 345.0 - - - - 57.7 - - - U13 343.0 - - - - 58.2 - - - B23 339.0 - - - - 59.8 U14 339.0 - - - - 59.7 U15 337.0 - - - - 59.1 B18 331.0 - - - - 59.5 - - - B20 329.0 HOSE STREAM 60.0 500.0 B25 307.0 - - - - 72.8 - - - B9 338.0 - - - - 60.6 B8 338.0 - - - - 60.7 - - - DPi 285.0 - - - - 100.4 RP1IN 290.0 - - - - 98.2 - - - RP10UT 290.0 - - - - 83.2 DP2 285.0 - - - - 85.3 DP3 327.0 - - - - 82.2 - - - RP2IN 332.0 - - - - 80.0 - - - RP20UT 332.0 - - - - 65.0 DP4 327.0 - - - - 67.2 P13 329.0 - - - - 59.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/17/2014A55 DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF - JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P14 329.0 - - - - 58.6 - - - D20 325.0 - - - - 58.1 BR20 328.0 - - - - 56.6 TR20 346.2 - - - - 40.3 - - - 1 346.5 - - - - 29.1 1A 346.5 - - - - 29.1 - - - lB 346.5 - - - - 29.2 - - - 1C 346.5 - - - - 29.4 - - - 2 346.5 - - - - 30.0 - - - 2A 346.5 - - - - 30.9 2B 346.5 - - - - 31.0 3 346.5 - - - - 35.1 4 346.5 - - - - 34.9 - - - 5 346.5 - - - - 34.8 - - - 6 346.5 - - - - 34.7 - - - 7 346.5 - - - - 34.7 - - - 8 346.5 - - - - 34.7 - - - 9 346.5 - - - - 34.7 - - - 10 346.5 - - - - 34.6 11 346.5 - - - - 34.6 - - - 12 346.5 - - - - 34.6 - - - 13 346.5 - - - - 34.6 16 349.5 - - - - 30.4 17 349.5 - - - - 30.5 18 349.5 - - - - 30.9 - - - 19 349.5 - - - - 31.2 20 349.5 - - - - 31.4 21 349.5 - - - - 31.6 22 349.5 - - - - 31.7 - - - 23 349.5 - - - - 31.8 - - - 24 349.5 - - - - 31.8 - - - 25 349.5 - - - - 31.8 - - - 26 349.5 - - - - 31.8 - - - 3.1 349.5 - - - - 24.1 - - - 3.8 347.2 - - - - 25.2 - - - 3.15 347.2 - - - - 25.1 - - - 28 346.5 - - - - 14.8 - - - 29 349.5 18.6 2.1 349.5 - - - - 32.5 - - - 2.2 349.5 - - - - 32.3 - - - 2.3 349.5 - - - - 32.6 - - - 2.4 349.5 - - - - 32.5 - - - 2.5 349.5 - - - - 32.3 - - - 2.6 349.5 - - - - 32.7 - - - 2.7 349.5 - - - - 32.5 - - - 2.8 349.5 - - - - 32.4 - - - 301 349.5 K=11.20 19.0 48.8 302 349.5 K=11.20 19.4 49.3 303 349.5 K=11.20 16..7 45.7 304 349.5 K=11.20 14.8 43.1 305 349.5 K=11.20 13.7 41.4 306 349.5 K=11.20 13.1 40.5 307 349.5 K=11.20 12.8 40.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 308 349.5 K=11.20 12.8 40.0 309 349.5 K=11.20 12.8 40.0 310 349.5 K=11.20 12.9 40.3 311 349.5 K=11.20 26.5 57.6 312 349.5 K=11.20 23.8 54.6 313 349.5 K=11.20 19.6 49.6 314 349.5 K=11.20 18.0 47.6 315 349.5 K=11.20 17.3 46.6 316 349.5 K=11.20 17.1 46.3 317 349.5 K=11.20 17.1 46.3 318 349.5 K=11.20 17.3 46.5 319 349.5 K=11.20 23.1 53.8 320 349.5 K=11.20 19.6 49.6 321 349.5 K=11.20 18.7 48.4 322 349.5 K=11.20 22.6 53.3 323 345.0 K=11.20 24.2 55.1 324 349.5 K=11.20 20.8 51.1 325 349.5 K=11.20 20.3 50.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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 1686.3 11.938 PL 25.00 PF 0.1 SRC 283.0 SRCE 101.7 (N/A) 4.8 150 FTG ---- PE 0.0 Ui 283.0 0.0 101.6 0.0 0.002 TL 25.00 PV Pipe: 2 645.5 11.938 PL 465.00 PF 0.2 Ui 283.0 0.0 101.6 0.0 1.9 150 FTG ---- PE -11.3 U2 309.0 0.0 90.2 0.0 0.000 TL 465.00 PV Pipe: 3 645.5 16.876 PL 552.00 PF 0.1 U2 309.0 0.0 90.2 0.0 0.9 150 FTG T2L PE -7.8 U3 327.0 0.0 82.3 0.0 0.000 TL 781.68 PV Pipe: 4 645.5 9.514 PL 20.00 PF 0.1 U3 327.0 0.0 82.3 0.0 2.9 150 FTG TG PE 0.0 DP3 327.0 0.0 82.2 0.0 0.001 TL 108.00 PV Pipe: 5 645.5 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 82.2 0.0 2.4 140 FTG L PE -2.2 RP2IN 332.0 0.0 80.0 0.0 0.001 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 80.0 0.0 15.0 psi, 645.5 gpm RP20UT 332.0 0.0 65.0 0.0 Pipe: 7 645.5 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 65.0 0.0 2.4 140 FTG L PE 2.2 DP4 327.0 0.0 67.2 0.0 0.001 IL 31.00 PV Pipe: 8 645.5 9.514 PL 138.00 PF 0.2 DP4 327.0 0.0 67.2 0.0 2.9 150 FTG LG PE 1.3 U4 324.0 0.0 68.3 0.0 0.001 TL 172.00 PV Pipe: 9 309.3 7.758 PL 67.00 PF 0.1 U4 324.0 0.0 68.3 0.0 2.1 150 FIG G PE 1.2 U5 321.3 0.0 69.4 0.0 0.001 TL 74.00 PV Pipe: 10 309.3 7.758 PL 106.00 PF 0.1 US 321.3 0.0 69.4 0.0 2.1 150 FIG LG PE 1.0 B2 319.0 0.0 70.3 0.0 0.001 TL 135.00 PV Pipe: ii 309.3 7.758 PL 214.00 PF 0.2 B2 319.0 0.0 70.3 0.0 2.1 150 FIG 2LG PE 0.4 B1 318.0 0.0 70.5 0.0 0.001 IL 265.00 PV Pipe: 12 309.3 7.758 PL 457.00 PF 0.4 Bi 318.0 0.0 70.5 0.0 2.1 150 FTG LG PE -2.2 323.0 0.0 67.9 0.0 0.001 TL 486.00 PV Pipe: 13 309.3 7.758 PL 88.00 PF 0.1 U6 323.0 0.0 67.9 0.0 2.1 150 FIG TLG PE 0.0 U7 323.0 0.0 67.8 0.0 0.001 TL 176.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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 1040.8 9.514 PL 55.00 PF 0.4 Ui 283.0 0.0 101.6 0.0 4.7 150 FTG TG PE -0.9 DPi 285.0 0.0 100.4 0.0 0.003 TL 143.00 PV Pipe: 15 1040.8 10.520 PL 5.00 PF 0.1 DPi 285.0 0.0 100.4 0.0 3.8 140 FTG L PE -2.2 RP1IN 290.0 0.0 98.2 0.0 0.002 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RPiIN 290.0 0.0 98.2 0.0 15.0 psi, 1040.8 gpm RP10UT 290.0 0.0 83.2 0.0 Pipe: 17 1040.8 10.520 PL 5.00 PF 0.1 RP1OUT 290.0 0.0 83.2 0.0 3.8 140 FTG L PE 2.2 DP2 285.0 0.0 85.3 0.0 0.002 TL 31.00 PV Pipe: 18 1040.8 9.514 PL 292.00 PF 1.0 DP2 285.0 0.0 85.3 0.0 4.7 150 FTG 2LG PE -8.7 U8 305.0 0.0 75.6 0.0 0.003 TL 352.00 PV Pipe: 19 67.8 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 75.6 0.0 0.5 150 FTG 2G PE -7.8 U7 323.0 0.0 67.8 0.0 0.000 TL 234.00 PV Pipe: 20 336.2 7.758 PL 344.00 PF 0.4 U4 324.0 0.0 68.3 0.0 2.3 150 FTG TG PE -4.1 U9 333.5 0.0 63.8 0.0 0.001 TL 410.00 PV Pipe: 21 336.2 7.758 PL 150.00 PF 0.2 U9 333.5 0.0 63.8 0.0 2.3 150 FTG 2L PE -0.2 B7 334.0 0.0 63.4 0.0 0.001 TL 194.00 PV Pipe: 22 336.2 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 63.4 0.0 2.3 150 FTG ---- PE 0.0 B6 334.0 0.0 63.4 0.0 0.001 TL 5.00 PV Pipe: 23 336.2 7.758 PL 338.00 PF 0.3 B6 334.0 0.0 63.4 0.0 2.3 150 FTG ---- PE -2.2 U10 339.0 0.0 60.9 0.0 0.001 TL 338.00 PV Pipe: 24 336.2 7.758 PL 309.00 PF 0.4 U10 339.0 0.0 60.9 0.0 2.3 150 FTG T2L PE -1.7 Uli 343.0 0.0 58.8 0.0 0.001 TL 412.00 PV Pipe: 25 336.2 7.758 PL 201.00 PF 0.2 Ull 343.0 0.0 58.8 0.0 2.3 150 FTG LG PE -0.9 U12 345.0 0.0 57.7 0.0 0.001 TL 230.00 PV Pipe: 26 336.2 7.758 PL 222.00 PF 0.3 U12 345.0 0.0 57.7 0.0 2.3 150 FTG T2LG PE 0.9 U13 343.0 0.0 58.2 0.0 0.001 TL 332.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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: 27 336.2 7.758 PL 201.00 PF 0.2 U13 343.0 0.0 58.2 0.0 2.3 150 FTG L PE 1.7 B23 339.0 0.0 59.8 0.0 0.001 TL 223.00 PV Pipe: 28 336.2 7.758 PL 76.00 PF 0.1 B23 339.0 0.0 59.8 0.0 2.3 150 FTG G PE 0.0 U14 339.0 0.0 59.7 0.0 0.001 TL 83.00 PV Pipe: 29 -377.1 7.758 PL 383.00 PF 0.5 U14 339.0 0.0 59.7 0.0 2.6 150 FTG TG PE 0.4 B9 338.0 0.0 60.6 0.0 0.001 TL 449.00 PV Pipe: 30 -377.1 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 60.6 0.0 2.6 150 FTG ---- PE 0.0 B8 338.0 0.0 60.7 0.0 0.001 TL 10.00 PV Pipe: 31 -377.1 7.758 PL 488.00 PF 0.6 B8 338.0 0.0 60.7 0.0 2.6 150 FTG TG PE 6.5 U7 323.0 0.0 67.8 0.0 0.001 TL 554.00 PV Pipe: 32 713.3 7.758 PL 294.00 PF 1.5 U14 339.0 0.0 59.7 0.0 4.8 150 FTG T2L PE 0.9 U15 337.0 0.0 59.1 0.0 0.004 TL 397.00 PV Pipe: 33 713.3 7.758 PL 543.00 PF 2.2 U15 337.0 0.0 59.1 0.0 4.8 150 FTG 2L PE 2.6 B18 331.0 0.0 59.5 0.0 0.004 TL 587.00 PV Pipe: 34 713.3 7.758 PL 94.00 PF 0.4 B18 331.0 0.0 59.5 0.0 4.8 150 FTG ---- PE 0.9 B20 329.0 H.S. 60.0 500.0 0.004 TL 94.00 PV Pipe: 35 -973.0 7.758 PL 454.00 PF 3.3 B20 329.0 H.S. 60.0 500.0 6.6 150 FTG 2L PE 9.5 B25 307.0 0.0 72.8 0.0 0.007 TL 498.00 PV Pipe: 36 -973.0 7.758 PL 220.00 PF 1.9 B25 307.0 0.0 72.8 0.0 6.6 150 FTG TG PE 0.9 U8 305.0 0.0 75.6 0.0 0.007 TL 286.00 PV Pipe: 37 1186.3 7.758 PL 10.00 PF 0.7 B20 329.0 H.S. 60.0 500.0 8.1 150 FTG TG PE 0.0 P13 329.0 0.0 59.2 0.0 0.010 TL 76.00 PV Pipe: 38 1186.3 8.510 PL 6.00 PF 0.6 P13 329.0 0.0 59.2 0.0 6.7 140 FTG CG PE 0.0 P14 329.0 0.0 58.6 0.0 0.007 TL 89.00 PV Pipe: 39 1186.3 7.758 PL 190.00 PF 2.3 P14 329.0 0.0 58.6 0.0 8.1 150 FTG 2L PE 1.7 D20 325.0 0.0 58.1 0.0 0.010 TL 234.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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 1186.3 8.510 PL 6.00 PF 0.2 D20 325.0 0.0 58.1 0.0 6.7 140 FTG L PE -1.3 BR20 328.0 0.0 56.6 0.0 0.007 TL 28.00 PV Pipe: 41 1186.3 4.310 PL 21.17 PF 8.4 BR20 328.0 0.0 56.6 0.0 26.1 120 FTG 2L PE -7.9 TR20 346.2 0.0 40.3 0.0 0.255 TL 33.17 PV Pipe: 42 1186.3 4.310 PL 13.92 PF 5.1 TR20 346.2 0.0 40.3 0.0 26.1 120 FTG L PE -0.1 3 346.5 0.0 35.1 0.0 0.255 TL 19.92 PV Pipe: 43 -48.8 4.310 PL 2.83 PF 0.0 1 346.5 0.0 29.1 0.0 1.1 120 FTG ---- PE 0.0 1A 346.5 0.0 29.1 0.0 0.001 TL 2.83 PV Pipe: 44 -335.1 4.310 PL 2.00 PF 0.0 1A 346.5 0.0 29.1 0.0 7.4 120 FTG ---- PE 0.0 lB 346.5 0.0 29.2 0.0 0.025 TL 2.00 PV Pipe: 45 -392.8 4.310 PL 6.00 PF 0.2 lB 346.5 0.0 29.2 0.0 8.6 120 FTG ---- PE 0.0 1C 346.5 0.0 29.4 0.0 0.033 TL 6.00 PV Pipe: 46 -639.4 4.310 PL 8.00 PF 0.6 1C 346.5 0.0 29.4 0.0 14.1 120 FTG ---- PE 0.0 2 346.5 0.0 30.0 0.0 0.081 TL 8.00 PV Pipe: 47 -799.3 4.310 PL 7.00 PF 0.9 2 346.5 0.0 30.0 0.0 17.6 120 FTG ---- PE 0.0 2A 346.5 0.0 30.9 0.0 0.123 TL 7.00 PV Pipe: 48 -852.6 4.310 PL 1.00 PF 0.1 2A 346.5 0.0 30.9 0.0 18.7 120 FTG ---- PE 0.0 2B 346.5 0.0 31.0 0.0 0.138 TL 1.00 PV Pipe: 49 -1009.3 4.310 PL 1.58 PF 4.1 2B 346.5 0.0 31.0 0.0 22.2 120 FTG T FE 0.0 3 346.5 0.0 35.1 0.0 0.189 TL 21.58 PV Pipe: 50 176.9 4.310 FL 6.42 PF 0.2 3 346.5 0.0 35.1 0.0 3.9 120 FTG T PE 0.0 4 346.5 0.0 34.9 0.0 0.008 TL 26.42 PV Pipe: 51 152.8 4.310 PL 14.00 PF 0.1 4 346.5 0.0 34.9 0.0 3.4 120 FTG ---- FE 0.0 5 346.5 0.0 34.8 0.0 0.006 TL 14.00 PV Pipe: 52 131.1 4.310 PL 11.50 PF 0.0 5 346.5 0.0 34.8 0.0 2.9 120 FTG ---- FE 0.0 6 346.5 0.0 34.7 0.0 0.004 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/17/2014A55 DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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: 53 109.7 4.310 PL 16.50 PF 0.1 6 346.5 0.0 34.7 0.0 2.4 120 FTG ---- PE 0.0 7 346.5 0.0 34.7 0.0 0.003 TL 16.50 PV Pipe: 54 89.2 4.310 PL 14.00 PF 0.0 7 346.5 0.0 34.7 0.0 2.0 120 FTG ---- PE 0.0 8 346.5 0.0 34.7 0.0 0.002 TL 14.00 PV Pipe: 55 70.8 4.310 PL 12.00 PF 0.0 8 346.5 0.0 34.7 0.0 1.6 120 FTG ---- PE 0.0 9 346.5 0.0 34.7 0.0 0.001 TL 12.00 PV Pipe: 56 52.8 4.310 PL 13.00 PF 0.0 9 346.5 0.0 34.7 0.0 1.2 120 FTG ---- PE 0.0 10 346.5 0.0 34.6 0.0 0.001 TL 13.00 PV Pipe: 57 52.8 4.310 PL 8.58 PF 0.0 10 346.5 0.0 34.6 0.0 1.2 120 FTG ---- PE 0.0 11 346.5 0.0 34.6 0.0 0.001 TL 8.58 PV Pipe: 58 35.2 4.310 PL 14.00 PF 0.0 11 346.5 0.0 34.6 0.0 0.8 120 FTG ---- PE 0.0 12 346.5 0.0 34.6 0.0 0.000 TL 14.00 PV Pipe: 59 17.7 4.310 PL 14.00 PF 0.0 12 346.5 0.0 34.6 0.0 0.4 120 FTG ---- PE 0.0 13 346.5 0.0 34.6 0.0 0.000 TL 14.00 PV Pipe: 60 -94.1 3.314 PL 14.00 PF 0.1 16 349.5 0.0 30.4 0.0 3.5 120 FTG ---- PE 0.0 17 349.5 0.0 30.5 0.0 0.008 TL 14.00 PV Pipe: 61 -176.9 3.314 PL 16.00 PF 0.4 17 349.5 0.0 30.5 0.0 6.6 120 FTG ---- PE 0.0 18 349.5 0.0 30.9 0.0 0.027 TL 16.00 PV Pipe: 62 -152.8 3.314 PL 14.00 PF 0.3 18 349.5 0.0 30.9 0.0 5.7 120 FTG ---- PE 0.0 19 349.5 0.0 31.2 0.0 0.021 TL 14.00 PV Pipe: 63 -131.1 3.314 PL 11.50 PF 0.2 19 349.5 0.0 31.2 0.0 4.9 120 FTG ---- PE 0.0 20 349.5 0.0 31.4 0.0 0.016 TL 11.50 PV Pipe: 64 -109.7 3.314 PL 16.50 PF 0.2 20 349.5 0.0 31.4 0.0 4.1 120 FTG ---- PE 0.0 21 349.5 0.0 31.6 0.0 0.011 TL 16.50 PV Pipe: 65 -89.2 3.314 PL 14.00 PF 0.1 21 349.5 0.0 31.6 0.0 3.3 120 FTG ---- PE 0.0 22 349.5 0.0 31.7 0.0 0.008 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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: 66 -70.8 3.314 PL 12.00 PF 0.1 22 349.5 0.0 31.7 0.0 2.6 120 FTG ---- PE 0.0 23 349.5 0.0 31.8 0.0 0.005 TL 12.00 PV Pipe: 67 -52.8 3.314 PL 16.00 PF 0.0 23 349.5 0.0 31.8 0.0 2.0 120 FTG ---- PE 0.0 24 349.5 0.0 31.8 0.0 0.003 TL 16.00 PV Pipe: 68 -35.2 3.314 PL 14.00 PF 0.0 24 349.5 0.0 31.8 0.0 1.3 120 FTG ---- PE 0.0 25 349.5 0.0 31.8 0.0 0.001 TL 14.00 PV Pipe: 69 -17.7 3.314 PL 14.00 PF 0.0 25 349.5 0.0 31.8 0.0 0.7 120 FTG ---- FE 0.0 26 349.5 0.0 31.8 0.0 0.000 TL 14.00 PV Pipe: 70 246.6 2.203 PL 0.67 PF 3.9 1C 346.5 0.0 29.4 0.0 20.8 120 FTG T FE -0.3 3.8 347.2 0.0 25.2 0.0 0.366 TL 10.67 PV Pipe: 71 160.0 1.728 FL 0.67 PF 4.6 2 346.5 0.0 30.0 0.0 21.9 120 FTG T PE -0.3 3.15 347.2 0.0 25.1 0.0 0.536 TL 8.67 PV Pipe: 72 48.8 1.080 FL 1.25 PF 3.7 1 346.5 0.0 29.1 0.0 17.1 120 FTG T PE -1.3 3.1 349.5 0.0 24.1 0.0 0.589 TL 6.25 PV Pipe: 73 48.8 1.080 PL 1.67 PF 5.1 3.1 349.5 0.0 24.1 0.0 17.1 120 FTG ET FE 0.0 301 349.5 11.2 19.0 48.8 0.589 TL 8.67 PV Pipe: 74 286.3 2.203 PL 4.50 PF 8.4 1A 346.5 0.0 29.1 0.0 24.1 120 FTG TL PE -1.3 302 349.5 11.2 19.4 49.3 0.482 TL 17.50 PV Pipe: 75 237.0 2.203 PL 8.00 PF 2.7 302 349.5 11.2 19.4 49.3 19.9 120 FTG ---- FE 0.0 303 349.5 11.2 16.7 45.7 0.340 TL 8.00 PV Pipe: 76 191.3 2.203 PL 8.00 PF 1.8 303 349.5 11.2 16.7 45.7 16.1 120 FTG ---- PE 0.0 304 349.5 11.2 14.8 43.1 0.229 TL 8.00 PV Pipe: 77 148.2 2.203 FL 8.00 PF 1.1 304 349.5 11.2 14.8 43.1 12.5 120 FTG ---- FE 0.0 305 349.5 11.2 13.7 41.4 0.143 TL 8.00 PV Pipe: 78 106.8 2.203 PL 8.00 PF 0.6 305 349.5 11.2 13.7 41.4 9.0 120 FTG ---- FE 0.0 306 349.5 11.2 13.1 40.5 0.078 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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: 79 66.3 2.203 PL 8.00 PF 0.3 306 349.5 11.2 13.1 40.5 5.6 120 FTG ---- PE 0.0 307 349.5 11.2 12.8 40.1 0.032 TL 8.00 PV Pipe: 80 26.2 2.203 PL 8.00 PF 0.0 307 349.5 11.2 12.8 40.1 2.2 120 FTG ---- PE 0.0 308 349.5 11.2 12.8 40.0 0.006 TL 8.00 PV Pipe: 81 -13.8 2.203 PL 8.00 PF 0.0 308 349.5 11.2 12.8 40.0 1.2 120 FTG ---- PE 0.0 309 349.5 11.2 12.8 40.0 0.002 TL 8.00 PV Pipe: 82 -53.8 2.203 FL 8.00 PF 0.2 309 349.5 11.2 12.8 40.0 4.5 120 FTG ---- PE 0.0 310 349.5 11.2 12.9 40.3 0.022 TL 8.00 PV Pipe: 83 -94.1 2.203 PL 5.75 PF 0.5 310 349.5 11.2 12.9 40.3 7.9 120 FTG L FE 1.3 28 346.5 0.0 14.8 0.0 0.062 TL 8.75 PV Pipe: 84 -94.1 1.728 FL 66.17 PF 16.9 28 346.5 0.0 14.8 0.0 12.9 120 FTG 2TL PE -1.3 16 349.5 0.0 30.4 0.0 0.201 TL 84.17 PV Pipe: 85 57.6 1.639 PL 3.17 PF 1.4 lB 346.5 0.0 29.2 0.0 8.8 120 FTG TL FE -1.3 311 349.5 11.2 26.5 57.6 0.105 TL 13.17 PV Pipe: 86 54.6 2.104 FL 2.33 PF 0.3 3.8 347.2 0.0 25.2 0.0 5.0 120 FTG T FE -1.0 312 349.5 11.2 23.8 54.6 0.028 TL 12.33 PV Pipe: 87 191.9 2.203 PL 9.67 PF 4.5 3.8 347.2 0.0 25.2 0.0 16.2 120 FTG T PE -1.0 313 349.5 11.2 19.6 49.6 0.230 TL 19.67 PV Pipe: 88 142.3 2.203 PL 12.00 PF 1.6 313 349.5 11.2 19.6 49.6 12.0 120 FTG ---- FE 0.0 314 349.5 11.2 18.0 47.6 0.132 TL 12.00 PV Pipe: 89 94.7 2.203 FL 12.00 PF 0.7 314 349.5 11.2 18.0 47.6 8.0 120 FTG ---- FE 0.0 315 349.5 11.2 17.3 46.6 0.062 TL 12.00 PV Pipe: 90 48.2 2.203 PL 12.00 PF 0.2 315 349.5 11.2 17.3 46.6 4.1 120 FTG ---- FE 0.0 316 349.5 11.2 17.1 46.3 0.018 TL 12.00 PV Pipe: 91 1.9 2.203 PL. 12.00 PF 0.0 316 349.5 11.2 17.1 46.3 0.2 120 FTG ---- FE 0.0 317 349.5 11.2 17.1 46.3 0.000 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/17/2014A5S DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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: 92 -44.4 2.203 PL 12.00 PF 0.2 317 349.5 11.2 17.1 46.3 3.7 120 FTG ---- PE 0.0 318 349.5 11.2 17.3 46.5 0.015 TL 12.00 PV Pipe: 93 -90.9 2.203 PL 9.83 PF 1.3 318 349.5 11.2 17.3 46.5 7.7 120 FTG TL PE 0.0 29 349.5 0.0 18.6 0.0 0.058 TL 22.83 PV Pipe: 94 53.8 1.639 PL 2.33 PF 1.0 3.15 347.2 0.0 25.1 0.0 8.2 120 FTG T PE -1.0 319 349.5 11.2 23.1 53.8 0.092 TL 10.33 PV Pipe: 95 106.1 1.728 PL 9.67 PF 4.4 3.15 347.2 0.0 25.1 0.0 14.5 120 FTG T PE -1.0 320 349.5 11.2 19.6 49.6 0.251 TL 17.67 PV Pipe: 96 56.5 1.728 PL 12.00 PF 0.9 320 349.5 11.2 19.6 49.6 7.7 120 FTG ---- PE 0.0 321 349.5 11.2 18.7 48.4 0.078 TL 12.00 PV Pipe: 97 8.1 1.728 PL 49.83 PF 0.1 321 349.5 11.2 18.7 48.4 1.1 120 FTG ---- PE 0.0 29 349.5 0.0 18.6 0.0 0.002 TL 49.83 PV Pipe: 98 -82.8 1.728 PL 65.17 PF 11.9 29 349.5 0.0 18.6 0.0 11.3 120 FTG TL PE 0.0 17 349.5 0.0 30.5 0.0 0.159 TL 75.17 PV Pipe: 99 53.3 1.080 PL 3.00 PF 6.9 2A 346.5 0.0 30.9 0.0 18.7 120 FTG ET PE -1.3 322 349.5 11.2 22.6 53.3 0.692 TL 10.00 PV Pipe: 100 156.7 1.728 PL 4.47 PF 7.5 2B 346.5 0.0 31.0 0.0 21.4 120 FTG TL PE 0.6 323 345.0 11.2 24.2 55.1 0.516 TL 14.47 PV Pipe: 101 101.6 1.728 PL 6.00 PF 1.4 323 345.0 11.2 24.2 55.1 13.9 120 FTG ---- PE -1.9 324 349.5 11.2 20.8 51.1 0.232 TL 6.00 PV Pipe: 102 50.5 1.728 PL 8.00 PF 0.5 324 349.5 11.2 20.8 51.1 6.9 120 FTG ---- PE 0.0 325 349.5 11.2 20.3 50.5 0.064 TL 8.00 PV Pipe: 103 24.1 1.728 PL 137.33 PF 2.6 4 346.5 0.0 34.9 0.0 3.3 120 FTG 3TL PE -1.3 18 349.5 0.0 30.9 0.0 0.016 TL 163.33 PV Pipe: 104 21.8 1.728 PL 137.33 PF 2.3 5 346.5 0.0 34.8 0.0 3.0 120 FTG 4T PE -1.3 19 349.5 0.0 31.2 0.0 0.013 TL 169.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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: 105 21.4 1.728 PL 137.33 PF 2.0 6 346.5 0.0 34.7 0.0 2.9 120 FTG 2T2L PE -1.3 20 349.5 0.0 31.4 0.0 0.013 TL 157.33 PV Pipe: 106 20.5 1.728 PL 137.33 PF 1.8 7 346.5 0.0 34.7 0.0 2.8 120 FTG T3L PE -1.3 21 349.5 0.0 31.6 0.0 0.012 TL 151.33 PV Pipe: 107 18.4 1.728 PL 137.33 PF 1.7 8 346.5 0.0 34.7 0.0 2.5 120 FTG 4T PE -1.3 22 349.5 0.0 31.7 0.0 0.010 TL 169.33 PV Pipe: 108 18.0 1.728 PL 137.33 PF 1.6 9 346.5 0.0 34.7 0.0 2.5 120 FTG 4T PE -1.3 23 349.5 0.0 31.8 0.0 0.009 TL 169.33 PV Pipe: 109 17.6 1.728 PL 78.33 PF 0.9 11 346.5 0.0 34.6 0.0 2.4 120 FTG 2T PE -1.3 2.1 349.5 0.0 32.5 0.0 0.009 TL 94.33 PV Pipe: 110 17.6 1.728 PL 16.00 PF 0.1 2.1 349.5 0.0 32.5 0.0 2.4 120 FTG ---- PE 0.0 2.2 349.5 0.0 32.3 0.0 0.009 TL 16.00 PV Pipe: 111 17.6 1.728 PL 43.00 PF 0.5 2.2 349.5 0.0 32.3 0.0 2.4 120 FTG 2T PE 0.0 24 349.5 0.0 31.8 0.0 0.009 TL 59.00 PV Pipe: 112 17.4 1.728 PL 62.33 PF 0.7 12 346.5 0.0 34.6 0.0 2.4 120 FTG 2T PE -1.3 2.3 349.5 0.0 32.6 0.0 0.009 TL 78.33 PV Pipe: 113 17.4 1.728 PL 16.00 PF 0.1 2.3 349.5 0.0 32.6 0.0 2.4 120 FTG ---- PE 0.0 2.4 349.5 0.0 32.5 0.0 0.009 TL 16.00 PV Pipe: 114 17.4 1.728 PL 16.00 PF 0.1 2.4 349.5 0.0 32.5 0.0 2.4 120 FTG ---- PE 0.0 2.5 349.5 0.0 32.3 0.0 0.009 TL 16.00 PV Pipe: 115 17.4 1.728 PL 43.00 PF 0.5 2.5 349.5 0.0 32.3 0.0 2.4 120 FTG 2T PE 0.0 25 349.5 0.0 31.8 0.0 0.009 TL 59.00 PV Pipe: 116 17.7 1.728 PL 62.33 PF 0.7 13 346.5 0.0 34.6 0.0 2.4 120 FTG TL PE -1.3 2.6 349.5 0.0 32.7 0.0 0.009 TL 72.33 PV Pipe: 117 17.7 1.728 PL 16.00 PF 0.1 2.6 349.5 0.0 32.7 0.0 2.4 120 FTG ---- FE 0.0 2.7 349.5 0.0 32.5 0.0 0.009 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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: 118 17.7 1.728 PL 16.00 PF 0.1 2.7 349.5 0.0 32.5 0.0 2.4 120 FTG ---- PE 0.0 2.8 349.5 0.0 32.4 0.0 0.009 TL 16.00 PV Pipe: 119 17.7 1.728 PL 43.00 PF 0.5 2.8 349.5 0.0 32.4 0.0 2.4 120 FTG 2T PE 0.0 26 349.5 0.0 31.8 0.0 0.009 TL 59.00 PV NOTES (HASS): Calculations were performed by the 1-lASS 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 0.146 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 26.1 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 Eli Tee LngEii 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 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 LngEli ChkVlv BfyVlv GatViv AlmChk DPVlv 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area 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 Eli Tee LngEll ChkVlv BfyVlv 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 1.639 4.00 8.00 2.00 9.00 6.00 1.00 0.00 0.00 0.00 2.104 5.00 10.00 3.00 11.00 6.00 1.00 0.00 0.00 0.00 E tp 0 w H 0 H 0 0 co H 0 0 '.0 H 0 0 C'.' H 0 0 0 H 0 0 co 0 0 '.0 0 0 lw SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area C) o 0 0 0 0 0 H 0 0 0 0 0 0 0 (11 0 U) H H —U)-d— SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 10/17/2014ASS DATA\LA COSTA CALCS\STEINMART PROOF CALC AREA 20D.SDF JOB TITLE: STEINMART - LINEN AREA STORAGE; .40/Entire Area WATER SUPPLY CURVE 108+ *\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ I 104.4 psi 8 1663 gpm-> *0 I Flow Test Point X 99+ 90+ 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 U I X = Required Water Supply I 101.70 psi 8 1686.3 gpm 9+ I 0 = Available Water Supply 104.35 psi 8 1686.3 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) OLIVENHAIN MUNI WATER DISTRICT SERVICE ORDER NUMBER: 198564 SERVICE ORDER WORK ORDER NUMBER: 580000 ENTERED BY LORRIE ON 02/03/14 GEN SVC PROJECT NUMBER: --- PRIMARY ---- ----- FIRE.----- ACCOUNT NO: MTR SIZE: MTR MANF: MTR TYPE: MTR SERIAL: USER/RATE: READ SEQ: PREV READ: CURR READ: # DIALS: PROJECT DESC: FIRE FLOW TEST SERV ADDRESS: LA COSTA AVE, CARLSBAD PARCEL NUMBR: LOT NUMBER: SERVICE CODE: FFLO > FIRE FLOW TEST MTR LOCAT' N: FIRE LOCAT'N: COMMENT #14: COMMENTS/NOTES: SCHEDULED DATE: 02/03/14 TIME ENTERED: 09:33:34 ISSUED TO: SYS DH PRIORITY: REQUESTED BY:. PARAMOUNT FIRE SY PHONE: OMWD OFFICE MATL REQ #: AMT PD BY CUST: INSTRUCTIONS -------- FIRE FLOW TEST JAMES CHENEY 19-572-1407 j arnesc@paramount.firecorn. corn E/R #1 SN: E/R #2 SN: MXU ID: EMPLOYEE TIM NAME ---------------- 1) 1iJkj R. MDJFJV #HRS 50 x = = = = = == = = = ROUTING = = = = = = = = = FIELD DH ENGINEER DEPT SIGND BY DATE ---------- --- ----------------- -4LSL1 --- = = = COMPLETED BY DATE OLIVENHAIN MUNICIPAL WATER DISTRICT 1ire Flow Test Results Service Qrder# Ø5( Work.Qrder# oCOQ Flow. Test Requested By ter (P ProjectName Lo (4-p,. CIty, COUfltY .:4it4O bate ,2.-4-P-t ime .. Address LA C;ocL Pressure Zone . POtehtil lmpatTo Zone Reservoirs involved. . .. r PR..IStationslnvoed Static. Pressure (prior to flOw, test) Residual Pressure (during flow test) PTOT Residual Ptessurbi 2 112 iflch port PS.L . •1 calculated AO' G.P.M... . comments:.. . Test Results Reviewed By: ... .. Ls000J 1• rnzzi t FIRE SYSTEMS, INC. FLOW TEST REQUEST SHEET PROJECT: La Costa Town Square STATIC: 1' Jct.._,i' LrcJ)e-/ RESIDUAL: LG I C1 - PITOT: FLOW: ko• DATE / TIME: Approx re- LmI LOCATION OF HYDRANTS: La Costa Ave. east of Ranc'' ADDRESS & CROSS STREETS: La Costa Ave and.Rancl TESTED BY:.Olivenhain Municipal Water District. Provide map below. Specify hydrant to flow (F) and hydrant to gauge (U). XV ~4 PROPERTY LIMP PROPERTY U4E STREET CENTERLINE- P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 ZURN. Model 375DA WILKINS Reduced Pressure Principle Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and back- pressure of contaminated water into the potable water supply. The Model 375DA shall provide protection where a potential health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Unless otherwise noted, applies to sizes 2 1/2" thru 10") ASSE® Listed 1047 (2 1/2" thru 8") UL® Classified AWWA Compliant C550 CSA® Certified (4" & 6") C-UL® Classified FM® Approved NYC MEA 218-01-M VOL 3 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Internals Stainless steel, 300 Series NORVLTM, NSF Listed Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Springs Stainless steel, 300 series Sensing line Stainless steel, braided hose Features Sizes: 2 1/2", 3", 4", 6", 8", 10° Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections (Grooved for steel pipe) (Flanged) I A U Dimensions & Weights (do not include pkg.) 0 Options (Suffixes can be combined) El - with OS & V gate valves (standard) E] L - less shut-off valves (flanged body connections) LM - less water meter - with remote reading meter - with gpm meter (standard) E] CFM - with cu ft/min meter O G - with groove end gate valves O FG - with flanged inlet gate connection and grooved outlet gate connection O MS - with Integral Relief Valve Monitor Switch E] P1 - with Post Indicator Gate Valve (3-10") Accessories E] Air gap (Model AG) 0 Repair kit (rubber only) E] Thermal expansion tank (Model XT) i:i OS & V Gate valve tamper switch (OSV-40) 0 QT-SET Quick Test Fitting Set Attention: Model 375DA (flange body) and Model 375ADA (grooved body) have different lay lengths. Relief Valve discharge port: 2 1/2" -6" -2.75 sq. In. 8°-10" -3.69 sq. in. 175 PSI 140°F 350 PSI AWWA C606 ANSI B16.1 Class 125 DIMENSION (approxhnate) WEIGHT MODEL 375DA SIZE in mm A in. mm B LESS GATE VALVES in. mm in mm D in. mm E OS&Y OPEN it I mm E OS&Y CLOSED in. I mm F in. mm in. mm LESS GATE VALVES lbs WITH OS&Y GATE VALVES lbs. kg 21/21 65 31 787 157/61403 71/41184 9 229 163/8 416 137/81352 91/2 241 83/8 213 75 1 34 185 84 3 80 32 813 157/8 403 7 1/4 184 9 229 187/8 479 155/8 397 91/2 241 83/8 213 78 35.4 208 94.4 4 1001375/6 956 191/2 495 8 203 9 22 22 3/4 578 181/4 464 11 279 7 1/4 184 116 W 138.9 6 1501443/4 1137 231/2 597 10 254 10 1/2 267 30 1/8 765 233/4 603 123/8 314 9 1/4 235 194 88 494 224.3 8 200 603/4 1543 373/4 959 11 279 15 1/2 394 373/4 959 29 1/4 743 153/8 391 163/4 426 382 173.4 858 390 10 250163 1619 373/4 959 11 279 15 1/2 394 453/4 116' 353/8 899 153/8 391 163/4 426 412 187 1230 558.4 Zum Industries, LLC I Wilkins Rev. B 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 12/13 In Canada I Zum Industries Limited Document No. BF-375DA 3544 Nashua Drive, Mississauga, Ontario L4V 112 Ph. 905-405-8272, Fax 905-405-1292 Patent No. 5.913,331 Product No. Model 375DA www.zurn.com Page 1 of 2 0.0 20 (is 9 15 Flow Characteristics MODEL 375DA 21/2",3" & 4" (STANDARD & METRIC) FLOW RATES (us) 12.6 25.2 37.9 0 200 400 600 FLOW RATES (GPM) MODEL 375DA 6", 8" & 10" (STANDARD & METRIC) FLOW RATES (Us) 0.0 63.1 126.2 189.3 FA 20 FA 15 1000 2000 3000 FLOW RATES (GPM) o Rated Plow (established by approval agencies) 50.5 138 103 9 (100mm) W .69 340) w - 0 800 252.4 ____ 1380) ______ (I) _____ 1039 _____ w-. _____ 69 ______ C,) ___ 340) ______ w 0 a 4000 Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. PROTECTIVE OUTDOOR INSTALLATION Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 21/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1 1843 2458 3687 12" 1763 2644 3525 5288 INDOOR INSTALLATION Specifications The Reduced Pressure Detector Backflow Prevention Assembly shall be ASSE® Listed 1047, and supplied with full port OS & V gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLTM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 375DA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.aem Page 2 of 2 K LA LISB RUCKNER 2495 Truxtun Road, Suite 205 AND ASSOCIATES San Diego, cA92106 Tel: (619) 677-2004 Fax: (619) 677-2444 STEIN MART 3415 VIA MONTEBELLO CARLSBAD, CA High-Piled Combustible Storage Report Rev 1.1 October 6, 2014 AS140279 :• Additional Info: :• Revision Comments Date By 1.0 Preliminary research October 6, 2014 mmj 1.1 Minor editorial changes. October 9, 2014 EK DISCLAIMER This report is the property. of Klausbruckner & Associates, Inc. and was prepared exclusively for use by Stein Mart for the storage & occupancy conditions described in this report. Stein Mart conditions and operations addressed herein are based on information provided to the report by Stein Mart Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of Stein Mart Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Stein Mart shall be utilized only by Stein Mart for the storage and occupancy conditions and the 2013 California Fire Code conditions and requirements addressed in this report. This report shall not be used for the purpose of construction for this project or any other project or for any other purpose. Rev 1.1 - Stein Mart Page in 3415 Via Montebello, Carlsbad, CA Table of Contents I. SUMMARY TABLE INTRODUCTION.................................................................................................................................5 BUILDING CONSTRUCTION, DESIGN, AND OCCUPANCIES..................................................6 3.1 BUILDING CONSTRUCTION & DESIGN ..................................................................................................6 3.2 OCCUPANCIES ......................................................................................................................................6 HIGH-PILED STORAGE REQUIREMENTS...................................................................................7 4.1 AUTOMATIC FIRE SPRINKLER SYSTEM.................................................................................................8 4.1.1 Stockroom - First Level and Mezzanine......................................................................................8 4.1.2 Retail - Linens Wall Display.......................................................................................................8 4.1.3 Retail - Other than Linens Wall Display [Not High Piled Storage]...........................................9 4.1.4 Additional Protection Requirements............................................................................................9 4.1.4.1 Extent of Protection................................................................................................................................9 4.1.5 Offices - Outside the Scope.......................................................................................................10 4.2 ALARM/MONITORING .......................................................................................................................... 10 4.3 BUILDING ACCESS - DOORS & ROADS...............................................................................................10 4.4 SMOKE AND HEAT VENTS ..................................................................................................................11 4.4.1 High-Piled Storage Area...........................................................................................................11 4.4.2 Additional Requirements...........................................................................................................11 4.5 DRAFT CURTAINS ............................................................................................................................... 11 4.6 PORTABLE FIRE EXTINGUISHERS........................................................................................................11 4.7 AISLE WIDTHS ...................................................................................................................................12 4.8 HOUSEKEEPING & MAINTENANCE .....................................................................................................12 4.9 FLUE SPACES......................................................................................................................................12 MEANS OF EGRESS 14 5.1 OFFICES [B OCCUPANCY) ................................................................................................................... 14 5.2 ASSEMBLY [M OCCUPANCY] .............................................................................................................14 5.3 STORAGE [S-I OCCUPANCY]..............................................................................................................14 EXPOSURES.......................................................................................................................................15 6.1 OCCUPANCY SEPARATION..................................................................................................................15 6.2 SEPARATION OF HIGH-PILED STORAGE AREAS ..................................................................................15 6.3 ALLOWABLE AREA AND SIDEYARDS .................................................................................................. 15 CONCLUSION....................................................................................................................................16. APPENDIX A: ATTACHMENTS....................................................................................................17 Rev I. I -Stein Mart Page iii 3415 Via Montebello, Carlsbad, CA 1. Summary Table Topic CODE SECTION CRITERIA/REQUIREMENTS Construction Type Existing Building Type IliB. Na proposed changes. Approximate Square Architectural Plans Main Floor: 40,500 ft2 [B/MIS-I, Storage] Footage Stockroom: 1,485 & [B/MIS-I] Rack/High Piled: 531 ft2 [S-I] Retail: Rack/High Piled: 170 ft2 [S-I] Second Floor Mezzanine: 1,314 ft2 [S- I] Stockroom: 1,314 &[S-1] Rack/High Piled: 858 ft2 [S-I] Total: 41,814 fl? [B/M/S-1] Occupancy CBC Sections 302, Mixed Use Groups: B (Business), M (Retail), and 5- 304,311 l(Storage). NOTE: Overall is classified as an M Occupancy by CBC Table 508.4 the architect of record. No occupancy separation required between sprinklered B, M, and S-I Occupancies. Storage Commodity CFC Sections Class I: Ceramics pottery, glass dishes, metal jewelry, 3203.1, 3203.2, etc. 3203.3, 3203.4, Class II: Class I above in multiple-thickness cardboard 3203.7.1, Figure boxes 3203.7.4 Class Ill: Corrugated cartons, unassembled, printed promotional materials, clothing of natural NFPA-13 [2013] fibers Table A.5.6.3 Class IV: Synthetic clothing, products with <15% by weight of plastics, etc. Group A Plastics, Unexpanded: Plastic Small kitchen tools, plastic jewelry, Christmas trees & decoration, etc. Group A Plastics, Expanded: Pillows, Comforters, Bed Covers, etc. Automatic Sprinkler CFC 3208.2, Table Stockroom Protection 3206.2 Rack Storage Area Sprinkler Protection: Group A Plastics, Cartoned & Exposed Unexpanded and NFPA-13 [2013] Expanded Sections 3.9.3.7.1, Maximum Storage Height: <109-0" 3.9.3.7.5 Maximum Ceiling Height: <I2'-0" Aisle Widths: ~43-518" Double- and Single-Row Racks Sprinkler Requirements: NFPA-13 [2013], Control Mode Density Area sprinklers, K-I 1.2, Sections 8.5.6.1, upright or pendent, listed for storage 12.8.6.1, 12.10 Minimum density 0.40 gpm1ft2 over 2,000 ft2 Tables 8.6.2.2.1(d), remote area using high temp sprinklers or room area 12.8.6.1, 13.2.1, if room design method inNFPA 13, Section 12. 10, Figure 13.2.1 is used. Minimum clearance 18" from deflector to top of storage Maximum coverage area 100 ft2 Maximum spacing between sprinklers 12'-0" Rev 1.! - Stein Mart Page 1 3415 Via Montebello, Carlsbad, CA M Hose allowance 500 gpm The existing design of Extra Hazard Group 2 has been NFPA 13 Section approved and installed. Sprinkler heads may have to 3.9.1.18 be replaced with K-11.2. On behalf of Stein Marl, we are requesting to use the requirements for miscellaneous storage. Although each pile of high piled storage 11000 sqft per pilel is not separated by a minimum of 25', it is separated by a floor. The rack storage in each floor of the mezzanine is less than 1000 Automatic Sprinkler sq ft. See Section 3.9.1.18 for definition of Protection miscellaneous storage. Retail - High Piled Storage Area Linen Storage Along the Wall - Rack Storage Area Sprinkler Protection: Group A Plastics, Cartoned & Exposed Unexpanded and Expanded Maximum Storage Height: 8'-0" Maximum Ceiling Height: 241-0" Aisle Widths: Single-Row Racks Sprinkler Requirements: Control Mode Density Area sprinklers, K-1 1.2, NFPA-13 [2013], uprighi or pendent, listed for storage Sections 8.5.6.1, Minimum density 0.40 gpm/ft2 over 170 ft2 linens 12.8.6.1, [wall] area and 15' beyond area using high temp Tables 8.6.2.2.1(d), sprinklers or room area if room design method in 12.8.6.1, 13.2.1, NFPA 13, Section 12.10, is used. Figure 13.2.1 Minimum clearance 18" from deflector to top of storage Maximum coverage area 100 ft2 Maximum spacing between sprinklers 12'-0" Hose allowance 500 gpm The existing design of Ordinary Hazard Group 2 has been approved and installed. Upgrades in these racks [plus 15' beyond the racks/ is required. We are requesting that the storage be treated as shelf or back to back shelf though the depth of the wall unit is 36" deep since the area is only 170 sqfi and there are no other ceiling options available. Please note that a back to back shelf storage can be as deep as 60" and have solid shelving. The proposed storage is 36" deep with grated shelving. Retail - Non-Hiah Piled Storage Area All Areas EXCEPT Linen Storage Along the Wall - NFPA-I3 [2013], Rack Storage Area Sprinkler Protection: Group A Sections 8.5.6.1, Plastics, Cartoned & Exposed Unexpanded and Tables 8.6.2.2.1(b), Expanded to 5' in height in the center of the store 13.2.1, Figure and Class 1-IV along the walls to 10' in height along 13.2.1 the walls Maximum Storage Height: 103-0" Maximum Ceiling Height: 24'-0" Single-Row Racks, Shelf and Back to Back Shelf Rev I. / - Stein Mart Page 2 3415 Via Montebello, Carlsbad, CA \\) . Sprinkler Requirements: Control Mode Density Area sprinklers, K-8.0, upright or pendent, listed for storage Minimum density 0.20 gpm/ft2 over 1500 ft2 Minimum clearance 18" from deflector to top of storage Hose allowance 250 gpm The existing design of Ordinary Hazard Group 2 has been approved and installed using EC-11 sprinklers (upright) spaced no more than 16' apart. Additional Protection Requirements: 1. Sprinkler protection to extend 15'-0" beyond CFC 3206.2 & storage area if no barrier or partition separating NFPA-I 3 [2013] storage from adjacent occupancy. Section 12.3(2) Offices Offices [Not Within the Scope]: NFPA- 13 [2013] Light Hazard Occupancy Fig. 11.2.3.1.1, 0.1/1500; 100 gpm hose demand w/ duration of 30 Table 11.2.3.1.2 mm. Alarm/Monitoring CFC 903.4 All valves controlling the water supply for automatic sprinkler systems and water-flow switches on all sprinkler systems (if serving more than 20 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Smoke and Heat Vents CFC Table 3206.2, Not required for high-piled storage of High Hazard (Group A) area < 2,500 W. Flue Spaces CFC Table 3208.3 Applies to only the High Piled Storage Areas: Single Row Racks: Transverse - 3-inches required Longitudinal not required Double Row Racks: Option #1: Transverse - 6-inches required Longitudinal not required Option #2: Transverse - 3-inches required Longitudinal - 6-inches required Draft Curtains CFC Table 3206.2 Draft Curtains are not required by Chapter 32 if the building is sprinklered Building Access & CFC Table 3206.2, Access roads required by CFC Section 503 Doors Sections 503.1.3, Access roads and doors are not required by Chapter 32 as high-piled storage of High Hazard commodity 2,500 ft2 Access roads are required in accordance with 503.1.3. Access roads are existing and have been approved. Hose Connections CFC 3206.8 Not required unless exit passageways are proposed within the high-piled storage areas. Fire Extinguishers CFC 906.1 & Table High-piled Storage Areas: 4-A:20-B:C 906.3(1), 906.3(2) Max travel distance: 50' Max area per extinguisher: 4,000 ft2 Rev 1.1 - Stein Mart Page 3 3415 Via Montebello, Carlsbad, CA Aisle Width CFC 3206.9 Minimum required aisle width is 44" in sprinklered buildings with high-piled storage. On behalf of Stein Mart we are request to approve the proposed aisle widths, though in a few small areas the aisle width is 43- 5/8", 3/8" smaller than required. This request is based on the limited size of the high piled storage and only a CFC 1018.4 few small locations being slightly less than the required Exception #2 4492. Dead ends 50' NOTE: Any floor/palletized storage cannot obstruct the minimum width of the aisles. HazfMaterials N/A NA. Not Part of the Scope of This Report Allowable Area CBC Table 503 Existing Building. No proposed changes to type of construction, building square footage or occupancy. Rev 1.1 - Stein Marl Page 4 3415 Via Montebello, Carlsbad, CA J ri:. 2. Introduction The following is a high-piled combustible storage code compliance report for Stein Mart, located at 3415 Via Montebello in the City of Carlsbad, California. This report is intended to help both the owners and the tire department in expediting plan review and effectively determine the requirements necessary to meet the Fire Code. This report is based on the 2013 Editions of the California Fire Code and the Buiding Code, and the 2013 Edition of NFPA- 13, Standardfor the Installation of Sprinkler Systems. Rev I. I - Stein Mart Page 5 3415 Via Montebello, Carlsbad, CA 3. Building Construction, Design, and Occupancies 3.1 Building Construction & Design Stein Mart currently occupies 40,500 ft2 of an existing building. No expansion or modification to the building is planned at this time (Attachment #1). 3.2 Occupancies The facility is currently used as a retail space [department store]. Rack storage, in double and single row racks with open shelves is present in the retail and stockroom area. Stein Mart will be classified overall as an M Occupancy, as it contains areas of B and S-I occupancy, as defined by CBC 304-311 (Attachment #2). USE OCCUPANCY APPROXIMATE AREA SQ. FT. Main Floor B/MIS-I 40,500 Stockroom S-I 1,485 Rack/High Piled Storage S-I 531 Retail M Rack/High Piled Storage M 170 Second Floor Mezzanine S-I 1,314 Stockroom S-I 1,314 Rack/High Piled Storage 5-1 858 Total Area B/M/S1* 41,814 Total High Piled Storage S-1IM 1,559 [Footprint] *Overall building is classified as an M by the architect of record. Rev 1.1 - Stein Marl Page 6 3415 Via Montebello, Carlsbad, CA \) 4. High-Piled Storage Requirements The commodities within the high piled storage area are Class 1-IV, and High Hazard/Group A Plastics [unexpanded and expanded, cartoned and exposed], on open shelving in single and double row racks. The overall commodity classification per CFC Section 3203.1 through 3203.7.1 is designated as High Hazard/Group A Plastics (Attachment #3). Area: Retail - Linens Section lApr,roximatelv 170 so ft only] Products Storage Storage Cartoned? Encapsulated? Commodity Method Height Class Foam Pillows Wall s 8'0"* No Yes and No Group Al Display/Rack High Hazard Foam Bed Covers Wall < 8'-O"' No Yes and No Group Al Display/Rack High Hazard Foam Comforters Wall < 8'-O" No Yes and No Group Al Display/Rack High Hazard Linens Wall 10'-O" No F No Class I1I-IV Display/Rack *per Carlsbad Fire Department, a physical means will be introduced to not allow storage/dispel to exceed 8'. It must be noted that the storage/display within a Stein Mart retail area is low storage [standard retail of approximately 5'] except along the walls. Along the walls, the display is approximately 10' high. However the only High Hazard commodity found during a survey of an existing store was within the Linens Department, as listed above. Area: Stockroom - First and Mezzanine Level Products Storage Storage Cartoned? Encapsulated? Commodity Method Height Class Foam Pillows Racks I2'-O" No Yes and No Group Al High Hazard Foam Bed Covers Racks S 12'-O" No Yes and No Group Al High Hazard Foam Comforters Group Al Racks < 12'-O" No Yes and No High Hazard Other Plastics - Un-Cartoned [if >25% by volume of Racks I2'-O" No No Group Al expanded or >15% by weight High Hazard of unexpanded] Other Plastics - Un-Cartoned [if >25% by volume of Racks 12'-O" Yes No Group Al expanded or >15% by weight High Hazard of unexpanded] Other non-plastic products I Racks S 12'-0" 1 es I Yes and No I lass [-IV Per CFC 3204.1 (Attachment #4), a high-piled combustible storage area shall be based on the highest hazard commodity class stored except as provided in Section 3204.2. The highest commodity stored in this building is Group A unexpanded, cartoned & exposed and Group A expanded, cartoned. Rev 1.1 - Stein Mart Page 7 3415 Via Montebello, Carlsbad, CA s.,' Based on Table 3206.2 (Attachment #5), the following fire protection requirements will be provided by Stein Mart to meet the requirements of CFC Chapter 32 and NFPA-1 3 for the entire storage area. 4.1 A utoma tic Fire Sprinkler System The following requirements are based on NFPA 13 (2013 Edition) (Attachment #6): 4. 1.1 Stockroom - First Level and Mezzanine Type of Rack: Single Row and Double Row Racks Type of Rack Shelving: 50% or greater open Commodity Stored: Group A plastics, cartoned & exposed, expanded and non-expanded Flue Spaces for Standard Racks: 3" Transverse; Longitudinal not required Aisle Widths: 2 43" Maximum Storage Height: 125-0" Maximum Ceiling Height: 24-0" Sprinkler Design Area #6A: Control Mode Density Area (CMDA) K-I 1.2, upright or pendent sprinklers, listed for storage, density 0.40 gpm/ft2 over 2,000 & remote area, maximum coverage area 100 ft2, maximum spacing between sprinklers 12'-0", minimum 18" clearance from deflector to top of storage, hose allowance 500 gpm (Attachment #6A) The existing design of Extra Hazard Group 2 has been approved and installed. The sprinkler heads will have to be changed to K-11.2. On behalf of Stein Mart, we are requesting to use the requirements for miscellaneous storage. Although each pile of high piled storage [1000 sq ft per pile] is not separated by a minimum of 25', it is separated by a floor. The rack storage in each floor of the mezzanine is less than 1000 sq ft. See Attachment #6A for the definition of miscellaneous storage. 4.1.2 Retail - Linens Wall Display Type of Rack: Single Row Racks Type of Rack Shelving: 50% or greater open Commodity Stored: Group A plastics, cartoned & exposed, expanded and non-expanded Flue Spaces for Standard Racks: 3" Transverse; Longitudinal not required Aisle Widths: 2 44" Maximum Storage Height: 89-0" Maximum Ceiling Height: 24-0" Rev I. I - Stein Mart K' Page 8 3415 Via Montebello, Carlsbad, CA Sprinkler Design Area #613: Control Mode Density Area (CMDA) K-i 1.2, upright or pendent sprinklers, listed for storage, density 0.40 gpm/ft2 over 170 ft2 linens area and 15' beyond, maximum coverage area 100 &, maximum spacing between sprinklers 12'-0", minimum 18" clearance from deflector to top of storage, hose allowance 500 gpm (Attachment #6B) The existing design of Ordinary Hazard Group 2 has been approved and installed. Upgrades in these racks (plus 15' beyond the racks) is required. We are requesting that the storage be treated as shelf or back to back shelf though the depth of the wall unit is 36" deep due to the limited area 1170 sq ft] and there are no other ceiling options available. Please note that a back to back shelf storage can be as deep as 60" and have solid shelving. The proposed storage is only 36" deep with grated shelving. 4.1.3 Retail - Other than Linens Wall Display [Not High Piled Storage] Type of Storage: Single Row Racks, Shelf, Back to Back Shelf Commodity Stored: Class 1-IV and Group A plastics, cartoned & exposed, expanded and non-expanded to 5' in height; Class 1- IV to 10' in height along the walls Aisle Widths: > 44" Maximum Ceiling Height: 24-0" Sprinkler Design Area #6C: Control Mode Density Area (CMDA) K-8.0, upright or pendent sprinklers, listed for storage, density 0.20 gpm/ft2 over 1500 ft2, minimum 18" clearance from deflector to top of storage, hose allowance 250 gpm (Attachment #6C) The existing design of Ordinary Hazard Group 2 has been approved and installed using EC-11 sprinklers (upright) spaced no more than 16' apart. 4.1.4 Additional Protection Requirements 4.1.4.1 Extent of Protection Per CFC 3206.2 and NFPA-13 Section 12.3 (Attachment #7), the extent and type of protection (including automatic sprinkler design densities) shall extend the lesser of 15 feet beyond the high-piled storage area or to a permanent partition. Rev I. I - Stein Mart Page 9 3415 Via Montebello, Carlsbad, CA \ 4.1.5 Offices - Outside the Scope The following requirements are based on NFPA-13, 2013 Edition (Attachment #8): CFC Occupancy Classification: NFPA 13 Occupancy: Design Density Proposed: Hose Stream: B Light hazard 0.1/1,500 100 gpm for combined inside and outside hose stream demand. 4.2 Alarm/Monitoring Per CFC 903.4 (Attachment #9), all valves controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures, and water-flow switches on all sprinkler systems (if serving >20 sprinklers) shall be electrically supervised by a listed fire alarm control unit. Alarm, supervisory and trouble signals shall be distinctly different and shall be automatically transmitted to an approved supervising station or, when approved by the fire code official, shall sound an audible signal at a constantly attended location. One exterior approved audible device, located on the exterior of the building in an approved location, shall be connected to each automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Visual alarm notification appliances shall not be required except when required by Section 907. 4.3 Building Access - Doors & Roads Per CFC Table 3206.2 (Attachment #10), access doors and roads are not required for high- piled storage areas of High Hazard/Group A Plastic commodities stored in an areas less than 2,500 ft2. Per CFC 503.2 (Attachment #10), fire apparatus access roads shall have an unobstructed width of not less than 20 feet, exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches. The fire code official shall have the authority to require an increase in the minimum access widths where they are inadequate for fire or rescue operations. Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. The required turning radius of a fire apparatus access road shall be determined by the fire code official. Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with an approved area for turning around fire apparatus. The grade of the fire apparatus access road shall be within the limits established by the fire code official based on the fire department's apparatus. The angle of approach and departure for fire apparatus access roads shall be within the limits established by the fire code official based on the fire department's apparatus. Rev 1.1 - Stein Mart Page 10 3415 Via Montebello, Carlsbad, CA Access roads have been previously approved previously as part of the shell building plans. 4.4 Smoke and Heat Vents 4.4.1 High-Piled Storage Area Per CFC Table 3206.2 (Attachment 911), smoke and heat vents are not required for high- piled storage areas of High Hazard/Group A Plastic commodities if :5 2,500 ft2. 4.4.2 Additional Requirements Per CFC 910.2.1 (Attachment #11), smoke and heat vents are not required in buildings and portions thereof used as a Group F-I or S-I occupancy having less than 50,000 square feet of undivided area. 4.5 Draft Curtains Per CFC Table 2306.2 (Attachment #12), draft curtains are not required in sprinklered high-piled storage areas of High Hazard/Group A Plastic commodities not exceeding 2,500 4.6 Portable Fire Extinguishers Per CFC 906 and 3206:10 (Attachment #13), portable fire extinguishers shall be installed in the following locations: In new and existing Group B and S occupancies Where required by the sections indicated in Table 906.1. Per CFC Table 906.3(1) & 906.3(2) (Attachment #13), the following is the proposed fire extinguisher type and layout: Stockroom: 4-A:20-B:C Travel Distance 50 Feet The owners agree to comply with the requirements for fire extinguishers. One extinguisher may provide coverage to a maximum of 4000 ft2. Fire extinguisher types and locations will be provided by the owners or fire extinguisher vendor and approved by the fire department. Portable fire extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicated the need for placement away from normal paths of travel. Portable fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the location of extinguishers. Rev 1.1 - Stein Marl - Page 11 3415 Via Montebello, Carlsbad, CA ) 4.7 Aisle Widths Per CFC 3206.9.1.1 (Attachment #14), aisles in sprinklered buildings shall be a minimum of 44 inches. Per CFC 3206.9.1 (Exception 1) cross aisles used only for employee access between aisles shall be a minimum of 24 inches in width. On behalf of Stein Mart we are request to approve the proposed aisle widths, though in a few small areas the aisle width is 43-5/8", 3/8" smaller than required. This request is based on the limited size of the high piled storage and only a few small locations being slightly less than the required 44". Stein Mart agrees to maintain the aisles as shown on plans to this configuration. Dead ends greater than 50 feet in high-piled storage areas are not recommended (Attachment #14). 4.8 Housekeeping & Maintenance Per CFC 3205 (Attachment #15), the following are general maintenance and safety requirements, of which Stein Mart agrees to comply with: The structural integrity of racks shall be maintained. Smoking shall be prohibited. Approved "NO SMOKING" signs shall be conspicuously posted. When restocking is not being conducted, aisles shall be kept clear of storage, waste materials and debris. Fire department access doors, aisles and exit doors shall be unobstructed. During restocking operations using manual stocking methods, a minimum unobstructed aisle width of 24 inches of the required aisle width shall be maintained in 48 inch or smaller aisles, and a minimum unobstructed aisle width of one-half of the required aisle width shall be maintained in aisles greater than 48 inches. During mechanical stocking operations, a minimum unobstructed aisle width of 44 inches shall be maintained. 4.9 Flue Spaces Per CFC 3208.3 and Table 3208.3 (Attachment #16), flue spaces shall be maintained for rack storage. Where required by the fire code official, required flue spaces in rack storage shall be equipped with approved devices to protect the required flue space. Such devices shall not be moved or modified. Single Row Racks: Transverse - 3-inches & Longitudinal - Not Required Double Row Racks: Option #1: Transverse - 6-inches & Longitudinal - Not Required Option #2: Transverse - 3-inches & Longitudinal - 6-inches Carlsbad Fire currently does not have a policy of requiring pallet stops or other approved devices. No devices to protect the require flue space is proposed due to limited size of the storage. Rev!.I — SteinMari Page 12 3415 Via Montebello, Carlsbad, CA P 5. Means of Egress A complete exit analysis is outside the scope of this report and, when required, will be provided by the Architect of Record. The following general egress requirements apply to the proposed sprinklered occupancies (Attachment #17): 5.1 Offices [B Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. Per CBC Table 10 14.3, the common path of egress travel shall not exceed 100 feet. Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 49. Per CBC Table 1016.1, exit access travel distance shall not exceed 300 feet. Per CBC 1018.4 exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.2 Assembly [M Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2/occupant. Per CBC Table 1014.3, the common path of egress travel shall not exceed 75 feet. Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 49. Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. Per CBC 1018.4 exception 2, dead ends through common path of egress shall not exceed 50 feet. 5.3 Storage [S-I Occupancy] Per CBC 1005.3.2, egress width components other than stairways shall be 0.2 inch/occupant. Per CBC Table 1014.3, the common path of egress travel shall not exceed 100 feet. Per CBC Table 1015.1, one means of egress allowed for spaces with maximum occupant load of 29. Per CBC Table 1016.1, exit access travel distance shall not exceed 250 feet. Per CBC 1018.4 exception 2, dead ends through common path of egress shall not exceed 50 feet. Rev I. I - Stein Marl .,..,, Page 14 3415 Via Montebello, Carlsbad, CA 6. Exposures 6.1 Occupancy Separation Stein Mart is classified as a B, M, and S-I occupancy. Based on CBC Table 508.4 (Attachment #18), there are no requirements for mixed occupancy fire barrier walls between B, M, and S-I occupancies, when sprinklered. 6.2 Separation of High-Piled Storage Areas Per CFC 3206.3.2.1 (Attachment #19), the aggregate of all high-piled storage areas within a building shall be used for the application of Table 3206.2 unless such areas are separated from each other by 1-hour fire barrier walls constructed in accordance with the California Building Code. Openings in such walls shall be protected by opening protective assemblies having a 1-hour fire protection rating. The Stein Mart building is a standalone building. There are no proposed adjacent tenant spaces. 6.3 Allowable Area and Sideyards The building is existing. There are no proposed changes to the occupancy, construction or square footage of the building. Rev I.! —Stein Mart Page 15 3415 Via Montebello, Carlsbad, CA I ,,,, , 7. ConclUsion It is the opinion of Klausbruckner & Associates that the above will meet the requirements, and/or intent of the 2013 Edition of the California Fire Code, the 2013 Edition of the California Building Code, and the 2013 Edition of NFPA-13 Standard for the Installation of Sprinkler Systems, for the type of occupancy and storage. By way of my signature, Stein Mart agrees to meet the storage conditions required and specified in this report. Stein Mart Representative Sign & Print Name Date Rev 1.1 - Stein Marl Page 16 3415 Via Montebello, Carlsbad, CA 8. Appendix A: Attachments Rev I. I - Stein Mart Page 17 3415 Via Montebello, Carlsbad, CA All, I