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HomeMy WebLinkAbout7615 VIA CAMPANILE; ; AS140084; Permit4/15/24, 3:43 PM AS140084 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140084 7615 VIA Job Address: Status: ISSUED CAMPANILE Permit Type: SPRINK Applied 3/25/2014 Parcel No: 2230507200 Approved: 3/26/2014 Lot #: 0 Reference No.: Issued: 3/26/2014 PC #: Inspector: Project Title: LA COSTA TOWN SQ BLDG 6 NEW CONSTRUCTION OF ONE SINGLE STORY, WOOD FRAME RETAILS SHOP BUILDING SHELL ONLY. SUITES SHOWN ARE PROPOSED AND ARE FOR COORDINATION PURPOSES ONLY. TI INCLUDING RESTROOMS, HVAC, AND PLUMBING UNDER SEPARATE PERMITS, SITEWORK, HARDSCAPE AND TI PLANS FOR EACH OF THE FIVE INDIVIDUAL SUITES ARE UNDER SEPARATE PERMITS. 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 PLEASANTONCA Fees ($) Add'I Fees ($) Total ($) Balance ($) 198 0 198 0 about:blank 1/1 Remote Area 6A, Shell: Remote Area 613, Tower: Remote Area 7A, Shell: Remote Area 713, Tower: Remote Area 8A, Shell: Remote Area 813, Tower: Remote Area 9A, Shell: Remote Area 913, Tower: Water Flow Data Backflow Data Density .20/1950 Density .10/entire area Density .20/1500 Density .10/entire area Density .20/1500 Density .10/entire area Density .20/1500 Density .10/entire area LA COSTA TOWN SQUARE BUILDINGS 6,7,8, & 9 AS140084 Carlsbad, CA, AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents AS140085 A5140086 AS140087 These plafls have liei.,n reviewed for j1pP.trent cnplutiicc with the cttireuit upplieahle ctidc and %umdards in force in the jurisdiction. The owner or contractor may nttltie 111is icriew in support of an application for a huildiutg permit ith the epres undctMaadiIt that this ue ew ill no way relie%es he owner or cotitraltor or their protssiottal engineer or architect lot sole responsibility lot ftul 5i1flp1 ance with said codes and siaad.urdk uuicluudiutg the huuldine iule or for any respiunsihiliy for sIct it clue ics..ii, is ilnis.uu 'It' or nu,!l icent ' in ihese plaits s heihci (iu not uiuuteul in this res i..'s% lute: (f Res tcwer lICOMMINl) AI'PK(WAI. llCt)MMlNl) Al'Pl4()VAI.. AS NOTED FILE COFY P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System I PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 6A; BUILDING 6 SHELL REMOTE AREA: HAZARD: LH OH-1 OH-11 X EH-1 EH-II RES NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 130 SQ. FT. USED; 130 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 63 1Y2131 SSU 4.2 1/2 200 22 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1950 S.F. END SPRINKLER: 21.1 GPM @ 14.2 PSI. NO. OF SPRINKLERS FLOWING: 21 HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 532.1 GPM @ 55.0 PSI AT PUMP DISCHARGE NA GPM © NA PSI AT SOURCE 728.1 GPM @ 98.2 PSI .4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2125/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 106.2 .104.4 1663.0 105.8 782.1 98.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 782.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 532.1 GPM NODE ANA.LYS IS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE .98.2 782.1 UI 283.0 - - - - 98.2 U2 309.0 - - - - 86.9 U3 327.0 - - - - 79.0 U4 .324.0 - - - - 65.1 US 321.3 - - - - 66.3 B2 319.0 - - - - 67.3 BI 318.0 - - - - 67.7 U6 323.0 - - - - 65.6 U7 323.0 - - - - 65.6 U8 305.0 - - - - 735 U9 333•5 - - - - 60.1 B7 334.0 - - - - 5.94 :B6 334.0 HOSE STREAM 594 250.0 UIO 339.0 - - - - 5.7.4 - - - Ull 343.0 - - - - 5.5•.9 U12 345.0 - - - - 55.2 U13 343.0 - - - - 56.2 - - - B23 339.0 - - - - 58.1 U14 339.0 - - - - 58.1 B9 338.0 - - - - 58.8 B8 338.0 - - - - 58.8 DPI 285.0 - - - - .97.3 RP1IN 2.90.0 - - - - 95.2 RP1OUT 2.90.0 - - - - 80.2 DP2 285.0 - - - - 82.3 DP3 .327.0 - - - - 79.0 RP2IN 332.0 - - - - 76.8 RP20UT 332.0 - - - - 61.8 DP4 327.0 - - - - 63.9 P1 .329.0 - - - - 5.9.9 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P2 329.0 - - - - 59.5 D6 334.0 - - - - 56.4 BR6 337.0 - - - - 55.0 TR6 350.6 - - - - 43.6 1 350.6 - - - - 41.0 2 352.2 - - - - 33.8 3 352.5 - - - - 32.7 3A 352.7 - - - - 32.5 4 352.8 - - - - 32.3 - - - 5 352.5 - - - - 28.8 6 366.0 - - - - 21.4 - - - 7 366.0 - - - - 20.8 8 366.0 - - - - 1.7.9 9 366.0 - - - - 17.1 10 366.0 - - - - 18.5 11 366.0 - - - - 18.1 - - - 12 366.0 - - - - 1.7.3 2" 352.2 - - - - 24.5 - - - 1.5 352.2 - - - - 21.5 - - - 1.8 352.2 - - - - 20.4 - - - 1.14 366.0 - - - - 17.0 - - - 1.18 366.0 - - - - 17.0 - - - 101 352.2 K= 5.31 29.1 28.7 102 352.2 K= 5.31 27.1 27.7 103 352.2 K= 5.31 25.7 26.9 104 352.2 K= 5.31 24.7 26.4 105 352.2 K= 5.60 18.7 24.2 106 352.2 K= 5.31 21.1 24.4 107 352.2 K= 5.31 20.4 24.0 108 352.2 K= 5.60 18.2 23.9 109 352.5 K= 5.31 28.4 28.3 110 352.5 K= 5.31 27.7 27.9 111 352.5 K= 5.31 27.5 2.7.8 112 366.0 K= 5.60 17.1 23.1 113 366.0 K= 5.60 16.3 22.6 114 366.0 K= 5.60 16.2 22.5 115 366.0 K= 5.60 17.7 23.6 116 370.0 K= 5.60 14.2 21.1 117 366.0 K= 5.60 16.5 22.7 118 366.0 K= 5.60 16.2 22.5 119 352.8 K= 5.31 28.2 28.2 120 352.8 K= 5.31 27.4 27.8 121 352.8 K= 5.31 27.2 27.7 L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2 /2 5/2014 C:\HASS DATA.\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEM. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 782.1 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 98.2 (N/A) 2.2 150 FTG ---- PE 0.0 UI 283.0 0.0 98.2 0.0 0.00.1 TL 25.00 PM Pipe: 2 484.2 11.938 PL 465.00 FE 0.1 UI 283.0 0.0 98.2 0.0 .1.4 150 FTG ---- PE -11.3 .U2 309.0 0.0 86.9 0.0 0.000 TL 46.5.00 PM Pipe: 3 484.2 16.876 PL .5.52.00 PE 0.0 U2 .30.9.0 0.0 86.9 0.0 0.7 1.50 FTG T2L FE -7.8 U3 327.0 0.0 7.9.0 0.0 0.000 TL 781.68 PM Pipe: 4 484.2 . 9.514 PL 20.00 PF 0.1 U3 327.0 0.0 79.0 0.0 2.2 150 FTG TG FE 0.0 DP3 327.0 0.0 7.9.0 0.0 0.001 TL .108.00 PM Pipe: 5 484.2 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 79.0 0.0 1.8 140 ..TG L PE -2.2 :RP21N 332.0 0.0 76.8 0.0 0.000 TL 3.1.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 76.8 0.0 15.0 psi, 484.2 gpm RP20UT 332.0 0.0 61.8 0.0 Pipe: 7 484.2 10.520 PL 5.00 FE 0.0 RP20,UT 332.0 0.0 61.8 0.0 1.8 140 FTG L ..E 2.2 DP4 .327.0 0.0 63.9 0.0 0.000 TL 31.00 pM Pipe: 8 484.2 9.514 PL 138.00 FE 0.1 DP4 327.0 0.0 63.9 0.0 2.2 .1.50 FTG LG PE 1.3 ff4 324.0 0.0 65.1 0.0 0.001 TL .1.7.2.00 PV Pipe: .9 -51.6 7.7.58 PL 67.00 PF 0.0 U4 3.24.0 0.0 65.1 0.0 0.4 150 FTG G PE .1.2 U5 3..1.3 0.0 66.3 0.0 0.000 TL 74.00 'pM Pipe: 10 -51.6 7.7.58 FL 106.00 FE 0.0 US 321.3 0.0 66.3 0.0 0.4 150 FTG LG PE 1.0 B2 31.9.0 0.0 67.3 0.0 0.000 TL 135.00 PM. Pipe: 1.1 -51.6 .7.758 PL 214.00 FE 0.0 B2 319.0 0.0 67.3 0.0 0.4 150 FTG 2LG PE 0.4 BI 318.0 0.0 6.7.7 0.0 0.000 TL 26500 'PM Pipe: 12 -51.6 7.758 FL 457.00 FE 0.0 BI 318.0 0.0 67.7 0.0 0.4 .150 FTG 'LG FE -2.2 U6 323.0 0.0 65.6 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A 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 -51.6 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 65.6 0.0 0.4 150 FTG TLG PE 0.0 U7 323.0 0.0 65.6 0.0 0.000 TL 176.00 PV Pipe: 14 297.8 9.514 PL 55.00 PF 0.0 Ui 283.0 0.0 98.2 0.0 1.3 150 FTG TG PE -0.9 DPi 285.0 0.0 97.3 0.0 0.000 TL 143.00 PV Pipe: 15 297.8 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 9.7.3 0.0 1.1 140 FTG L PE -2.2 RP1IN 290.0 0.0 95.2 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 95.2 0.0 15.0 psi, 297.8 gpm RP10UT 290.0 0.0 80.2 0.0 Pipe: 17 297.8 10.520 PL 5.00 PF 0.0 RPIOUT 290.0 0.0 80.2 0.0 1.1 140 FTG L PE 2.2 DP2 285.0 0.0 82.3 0.0 0.000 TL 31.00 PV Pipe: 18 297.8 9.514 PL 292.00 PF 0.1 DP2 285.0 0.0 82.3 0.0 1.3 150 FTG 2LG PE -8.7 U8 305.0 0.0 73.5 0.0 0.000 TL 352.00 PV Pipe: 19 297.8 7.758 PL 220.00 PF 0.2 U8 305.0 0.0 73.5 0.0 2.0 150 FTG 2G PE -7.8 U7 323.0 0.0 65.6 0.0 0.001 TL 234.00 PV Pipe: 20 535.8 7.758 PL 344.00 PF 0.9 U4 324.0 0.0 65.1 0.0 3.6 150 FTG TG PE -4.1 U9 333.5 0.0 60.1 0.0 0.002 TL 410.00 PV Pipe: 21 535.8 7.758 PL 150.00 PF 0.4 U9 333.5 0.0 60.1 0.0 3.6 150 FTG 2L PE -0.2 B7 334.0 0.0 59.4 0.0 0.002 TL 194.00 PV Pipe: 22 535.8 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 59.4 0.0 3.6 150 FTG ---- PE 0.0 B6 334.0 H.S. 59.4 250.0 0.002 TL 5.00 PV Pipe: 23 -246.2 7.758 PL 338.00 PF 0.2 B6 334.0 H.S. 59.4 250.0 1.7 150 FTG ---- PE -2.2 U10 339.0 0.0 57.4 0.0 0.001 TL 338.00 PV Pipe: 24 -246.2 .7.758 PL 309.00 PF 0.2 U10 339.0 0.0 57.4 0.0 1.7 150 FTG T2L PE -1.7 Ui]. 343.0 0.0 55.9 0.0 0.001 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A 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 -246.2 7.758 PL 201.00 PF 0.1 Ull 343.0 0.0 55.9 0.0 1.7 150 FTG LG PE -0.9 U12 345.0 0.0 55.2 0.0 0.001 TL 230.00 PV Pipe: 26 -246.2 7.758 PL 222.00 PF 0.2 U12 345.0 0.0 55.2 0.0 1.7 150 FTG T2LG PE 0.9 U13 343.0 0.0 56.2 0.0 0.001 TL 332.00 PV Pipe: 2.7 -246.2 7.758 PL 201.00 PF 0.1 U13 343.0 0.0 56.2 0.0 1.7 150 FTG L PE 1.7 B23 339.0 0.0 58.1 0.0 0.001 TL 223.00 PV Pipe: 28 -246.2 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 58.1 0.0 1.7 150 FTG G PE 0.0 U14 339.0 0.0 58.1 0.0 0.00.1 TL 83.00 PV Pipe: 29 -246.2 7.758 PL 383.00 PF 0.2 U14 339.0 0.0 58.1 0.0 1.7 150 FTG TG PE 0.4 B9 338.0 0.0 58.8 0.0 0.001 TL 449.00 PV Pipe: 30 -246.2 .7.758 PL 10.00 PF 0.0 B9 338.0 0.0 .58.8 0.0 1.7 150 FTG ---- PE 0.0 B8 338.0 0.0 58.8 0.0 0.001 TL 10.00 PV Pipe: 31 -246.2 .7.758 PL 488.00 PF 0.3 B8 338.0 0.0 58.8 0.0 1.7 150 FTG TG FE 6.5 U7 323.0 0.0 65.6 0.0 0.001 TL 554.00 PV Pipe: 32 532.0 5.914 FL 134.00 PF 1.7 B6 334.0 H.S. 59.4 250.0 6.2 150 FTG T2L PE 2.2 P1 329.0 0.0 59.9 0.0 0.008 TL 209.00 PV Pipe: 33 532.0 6.400 PL 6.00 PF 0.4 P1 329.0 0.0 59.9 0.0 5.3 140 FTG CG PE 0.0 P2 329.0 0.0 59.5 0.0 0.006 TL 62.00 PV Pipe: 34 532.0 5.914 PL 80.00 PF 0.9 P2 329.0 0.0 59.5 0.0 6.2 150 FTG 2L FE -2.2 D6 334.0 0.0 56.4 0.0 0.008 TL 108.00 PV Pipe: 35 532.0 6.400 PL 6.00 PF 0.1 D6 334.0 0.0 56.4 0.0 5.3 140 FTG L FE -1.3 BR6 337.0 0.0 55.0 0.0 0.006 TL 20.00 PV Pipe: 36 532.0 3.314 FL 16.58 PF 5.5 BR6 337.0 0.0 55.0 0.0 19.8 120 FTG 2L PE -5.9 TR6 350.6 0.0 43.6 0.0 0.208 TL 26.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A 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: 37 532.0 3.314 PL 7.33 PF 2.6 TR6 350.6 0.0 43.6 0.0 19.8 120 FTG L PE 0.0 1 350.6 0.0 4.1.0 0.0 0.208 TL 12.33 PV Pipe: 38 532.0 3.314 PL 21.50 PF 6.5 1 350.6 0.0 41.0 0.0 19.8 120 FTG 2L PE -0.7 2 352.2 0.0 33.8 0.0 0.208 TL 31.50 PV Pipe: 39 326.0 3.314 PL 12.00 PF 1.0 2 352.2 0.0 33.8 0.0 12.1 .120 FTG ---- PE -0.1 3 352.5 0.0 32.7 0.0 0.084 TL 12.00 PV Pipe: 40 241.9 3.314 PL 2.33 PF 0.1 3 352.5 0.0 32.7 0.0 9.0 120 FTG ---- PE -0.1 3A 352.7 0.0 32.5 0.0 0.048 TL 2.33 PV Pipe: 41 83.7 3.314 PL 9.67 PF 0.1 3A 352.7 0.0 32.5 0.0 3.1 120 FTG ---- PE -0.1 4 352.8 0.0 32.3 0.0 0.00.7 TL 9.67 PV Pipe: 42 206.1 2.203 PL 7.92 PF 4.7 2 352.2 0.0 33.8 0.0 17.3 120 FTG T PE 0.0 101 352.2 5.3 29.1 28.7 0.262 TL 17.92 PV Pipe: 43 177.4 2.203 PL 10.00 PF 2.0 101 352.2 5.3 29.1 28.7 14.9 120 FTG ---- PE 0.0 102 352.2 5.3 27.1 27.7 0.199 TL 10.00 PV Pipe: 44 149.8 2.203 PL 10.00 PF 1.5 102 352.2 5.3 27.1 27.7 12.6 120 FTG ---- PE 0.0 103 352.2 5.3 25.7 26.9 0.145 TL 10.00 PV Pipe: 45 122.8 2.203 PL 10.00 PF 1.0 103 352.2 5.3 25.7 26.9 10.3 120 FTG ---- PE 0.0 104 352.2 5.3 24.7 26.4 0.101 TL 10.00 PV Pipe: 46 96.5 2.203 PL 2.50 PF 0.2 104 352.2 5.3 24.7 26.4 8.1 120 FTG ---- PE 0.0 2" 352.2 0.0 24.5 0.0 0.064 TL 2.50 PV Pipe: 47 96.5 1.728 PL 6.33 PF 3.0 2" 352.2 0.0 24.5 0.0 13.2 120 FTG 4L PE 0.0 1.5 352.2 0.0 21.5 0.0 0.210 TL 14.33 PV Pipe: 48 24.2 1.080 PL 6.67 PF 2.8 1.5 352.2 0.0 21.5 0.0 8.5 120 FTG 3ET PE 0.0 105 352.2 5.6 18.7 24.2 0.160 TL 17.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/25/2014 C:\HASS EATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. V.EL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 4.9 72.3 1.728 FL 3.00 PF 0.4 1.5 352.2 0.0 21.5 0.0 .9.9 120 FTG PE 0.0 106 352.2 5.3 21.1 24.4 0.123 TL .3.00 PV Pipe: .50 47.9 1.728 PL 12.00 PF 0.7 .106 352.2 5.3 21.1 24.4 6.6 120 FTG ---- FE' 0.0 107 352.2 5.3 20.4 24.0 0.058 TL 12.00 PV Pipe: 51 23.9 1.728 PL 2.50 PF 0.0 107 352.2 5.3 20.4 .24.0 3.3 120 FTG ---- FE 0.0 .1.8 352.2 0.0 20.4 0.0 0.016 TL 2.50 PM Pipe: .52 23.9 1.080 FL . 7.00 PP 2.2 .1.8 352.2 0.0 20.4 0.0 8.4 120 FTG ET FE 0.0 108 352.2 5.6 18.2 23.9 0.1.57 TL 14.00 PM Pipe: 53 84.1 1.728 FL 17.92 PF 4.2 3 352.5 0.0 .32.7 0.0 11.5 120 FTG T•PE 0.0 109 3.52.5 .5.3 28.4 28.3 0.163 TL 25.92 PM Pipe: .54 55.8 1.728 FL .10.00 PE 0.8 109 352.5 .5.3 28.4 28.3 7.6 120 FIG ---- PE 0.0 110 352.5 5.3 27.7 27.9 0.076 TL 10.00 PM Pipe: 55 .27.8 1.728 PL 10.00 PF 0.2 .1.10 352.5 53 27.7 27.9 3.8 120 FIG ---- PE 0.0 1.11 352.5 5.3 27.5 27.8 0.021 IL 10.00 PM Pipe: .56 .1.58.2 2.703 PL 43.00 PF 3.7 3A 352.7 0.0 32.5 0.0 8.8 120 FTG T2L FE 0.1 .5 3.52.5 0.0 28.8 0.0 0.0.59 TL 63.00 PM Pipe: .57 158.2 2.703 FL 14.75 PF 1.6 5 352.5 0.0 28.8 0.0 8.8 120 FTG 3L FE -5.8 6 .366.0 0.0 21.4 0.0 0.059 IL 26.75 PM Pipe: .58 158.2 2.104 PL 2.75 PP 0.6 6 366.0 0.0 214 0.0 14.6 120 FTG ---- FE 0.0 7 366.0 0.0 20.8 0.0 0.201 TL 2.75 PM Pipe: 59 €4..4 .1.63.9 FL 10.92 FE 3.0 .7 .366.0 0.0 20.8 0.0 9.8 120 FIG T2L FE 0.0 8 366.0 0.0 1.7.9 0.0 0.129 IL 22.92 PV Pipe: 60 41.3 .1.639 PL 11.00 FE 0.7 8 366.0 0.0 17.9 0.0 6.3 120 FTG L FE 0.0 9 366.0 0.0 .17.1 0.0 0.0.57 TL 13.00 PM 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A 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 18.7 1.639 PL 11.08 PF 0.2 9 366.0 0.0 17.1 0.0 2.8 120 FTG L PE 0.0 1.14 366.0 0.0 17.0 0.0 0.013 TL 13.08 PV Pipe: 62 -3.9 1.639 PL 11.58 PF 0.0 1.14 366.0 0.0 17.0 0.0 0.6 120 FTG 2L PE 0.0 1.18 366.0 0.0 17.0 0.0 0.001 TL 15.58 PV Pipe: 63 23.1 1.080 PL 0.50 PF 0.8 8 366.0 0.0 17.9 0.0 8.1 120 FTG T PE 0.0 112 366.0 5.6 17.1 23.1 0.148 TL 5.50 PV Pipe: 64 22.6 .1.080 PL 0.50 PF 0.8 9 366.0 0.0 17.1 0.0 7.9 120 FTG T PE 0.0 113 366.0 5.6 .16.3 22.6 0.142 TL 5.50 PV Pipe: 65 22.5 1.080 Pb 0.50 PF 0.8 1.14 366.0 0.0 17.0 0.0 7.9 120 FTG T PE 0.0 114 366.0 5.6 16.2 22.5 0.141 TL 5.50 PV Pipe: 66 93.8 1.639 PL 0.83 PF 2.3 7 366.0 0.0 20.8 0.0 14.3 120 FTG T PE 0.0 10 366.0 0.0 18.5 0.0 0.258 TL 8.83 PV Pipe: 67 70.2 1.639 Pb 3.08 PF 0.5 10 366.0 0.0 18.5 0.0 10.7 120 FTG ---- PE 0.0 11 366.0 0.0 18.1 0.0 0.151 TL 3.08 PV Pipe: 68 49.1 1.639 Pb 8.00 PF 0.8 11 366.0 0.0 18.1 0.0 7.5 120 FTG b PE 0.0 12 366.0 0.0 17.3 0.0 0.078 TL 10.00 PV Pipe: 69 26.4 1.639 PL 11.08 PF 0.3 12 366.0 0.0 17.3 0.0 4.0 120 FTG L PE 0.0 1.18 366.0 0.0 17.0 0.0 0.025 TL 13.08 PV Pipe: 70 23.6 1.080 PL 0.50 PF 0.8 10 366.0 0.0 18.5 0.0 8.3 120 FTG T PE 0.0 115 366.0 5.6 17.7 23.6 0.153 TL 5.50 PV Pipe: .71 21.1 1.080 Pb 10.50 PF 2.2 11 366.0 0.0 18.1 0.0 7.4 120 FTG ET PE -1.7 116 370.0 5.6 14.2 21.1 0.124 TL 17.50 PV Pipe: 72 22.7 1.080 Pb 0.50 PF 0.8 12 366.0 0.0 17.3 0.0 8.0 120 FTG T PE 0.0 117 366.0 5.6 16.5 22.7 0.143 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCSLA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) H.W(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 73 22.5 1.080 FL 0.50 PF 0.8 1.18 366.0 0.0 17.0 0.0 7.9 120 FTG •T PE 0.0 118 366.0 .5.6 16.2 22.5 0.141 TL 5.50 PV Pipe: 74 83.7 1.728 FL 17.92 PF 4.2 4 352.8 0.0 32.3 0.0.1.1.4 .120 FTG T FE 0.0 .1.19 352.8 5.3 28.2 28.2 0.162 TL 25.92 PV Pipe: 75 55.5 1.728 FL .10.00 PF 0.8 119 352.8 5.3 28.2 28.2 7.6 120 FTG ---- FE 0.0 .120 .352.8 5.3 27.4 27.8 0.076 TL 10.00 PV Pipe: 76 27.7 1.728 FL 10.00 PF 0.2 120 352.8 5.3 2.7.4 27.8 3.8 120 FTC ---- FE 0.0 121 352.8 5.3 27.2 27.7 0.021 TL .10.00 PV NOTES (HASS): Calculations were performed by the BASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVsta Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.19.5 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.8 ft/sec at pipe 37. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll C•hkVlv Bf.yVlv GatVlv AlmChk DPV•lv NPTee 11.938 2700 60.00 18.00 65.00 2.1.00 6.00 45.00 4.5.00 60.00 16.876 39.00 84.00 34.00 98.00 38.00 8.00 .70.00 .70.00 84.00 U SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A 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 LngEi•i ChkVlv BfyV.iv GatVlv AimChk 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 2.703 6.00 12.00 4.00 14.00 7.00 1.00 10.00 13.00 15.00 3.314 7.00 15.00 5.00 16.00 10.00 1.00 .13.00 16.00 19.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEi•i ChkViv Bf.yViv GatV•lv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE•l1 ChkViv Bf.yVlv GatViv NPTee 5.914 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 20.00 .7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 PAGE: G MATERIAL: Dynath HWC: .120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil C•hkViv BfyViv Gatv•l.v 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 0 0 0 04 0 C." 0 0 0 0 0 CD Cl 0 to C SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCSLA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A N C. C. C. C. C. C. C. C C 0 0 0 0 C C 00 w D'C(x 04 fz w w Qd SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6A WATER SUPPLY CURVE 108+ I .104.4 psi @ 1663 gpm-> * I Flow Test Point 99+ X 90+ 81+ P .72+ E I S I S 63+ U I R I 54 ( I P I S I I 45+ 36+ 2.7+ 18+ LEGEND I 'I I X = Required Water Supply I 98.24 psi 8 .782.1 gpm 9+ I 0 = Available Water Supply " 105.75 psi 8 782.1 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC SYSTEM This Building Is-Protected By Hydraulically Designed Automatic Sprinkler System PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 613; BUILDING 6 ROOF TOWER REMOTE AREA: HAZARD: LH X OH-1 OH-11 EH-1 EH-II RES NFPASTANDARD: NFPAI3 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 120 SQ. FT. USED; 120 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 63 1Y2131 SSU 4.2 1/2 200 22 CALCULATION DATA: DENSITY/AREA: .10 GPM/SF OVER ENTIRE AREA END SPRINKLER: 12.0 GPM @ 8.2 PSI. NO. OF SPRINKLERS FLOWING: 8 HOSE STREAM ALLOWANCE: 100 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 109.0 GPM © 37.9 PSI AT PUMP DISCHARGE NA GPM © NA PSI AT SOURCE 209.0 GPM @ 76.6 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6B WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SRC 106.2 104.4 .1663.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 106.2 209.0 76.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 209.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 109.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 76.6 209.0 Ui 283.0 76.6 U2 309.0 - - - - 65.3 U3 327.0 - - - - 57.5 U4 324.0 - - - - 43.8 U5 321.3 - - - - 44.9 B2 319.0 - - - - 45.9 Bi 318.0 - --- 46.4 U6 323.0 - - - - 44.2 - - - U7 323.0 - - - - 44.2 U8 305.0 - - - - 52.0 U9 333.5 - - - - 39.6 B7 334.0 - - - - 39.3 B6 334.0 HOSE STREAM 39.3 100.0 U1O 339.0 - - - - 37.2 Ull 343.0 - - - - 35.5 U12 345.0 - - - - 34.6 - - - U13 343.0 35.5 323 339.0 - - - - 37.2 U14 339.0 - - - - 37.2 B9 338.0 - - - - 37.7 - - - B8 338.0 - - - - 37.7 DPI 285.0 - --- 75.7 RP1IN 290.0 - - - - 73.5 - - - RP10UT 290.0 - - - - 58.5 DP2 285.0 - - - - 60.7 DP3 327.0 - - - - 57.5 RP2IN 332.0 - - - - 55.3 - - - RP20UT 332.0 - - - - 40.3 DP4 327.0 - - - - 42.5 P1 329.0 - - - - 41.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2 /252014 C:\HASSDATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6.B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P2 32.9.0 - - - - 41.4 D6 334.0 - - - - 39.2 - - - BR6 337.0 - - - - 37.9 TR6 350.6 - - - - 31.7 1 350.6 ---- 31.5 13 350.8 - - - - 23.6 14 359.0 - - - - 15.8 15 359.0 135 16 361.5 - - - - 10.3 - - - 20.1 3.59.0 K= 4.20 15.0 16.3 202 35.9.0 K= 4.20 13.0 15.1 203 35.9.0 K= 4.20 11.4 14.2 204 359.0 K= 4.20 10.8 13.8 205 361.5 K= 4.20 8.8 12.5 206 361.5 K= 4.20 8.2 12.0 207 361.5 K= 4.20 9.3 12.8 208 361.5 K= 4.20 8.6 12.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6B 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: 1 209.0 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 76.6 (N/A) 0.6 150 FTG ---- PE 0.0 Ui 283.0 0.0 76.6 0.0 0.000 TL 25.00 PV Pipe: 2 129.4 11.938 PL 465.00 PF 0.0 Ui 283.0 0.0 76.6 0.0 0.4 150 FTG ---- PE -11.3 U2 309.0 0.0 65.3 0.0 0.000 TL 465.00 PV Pipe: 3 129.4 16.876 PL 5.52.00 PF 0.0 U2 309.0 0.0 65.3 0.0 0.2 150 FTG T2L PE -7.8 tJ3 327.0 0.0 57.5 0.0 0.000 TL 781.68 PV Pipe: 4 129.4 9.514 FL 20.00 PF 0.0 U3 327.0 0.0 57.5 0.0 0.6 150 FTG TG PE 0.0 DP3 327.0 0.0 57.5 0.0 0.000 TL 108.00 PV Pipe: 5 129.4 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 57.5 0.0 0.5 140 FTG L PE -2.2 RP2IN 332.0 0.0 55.3 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 55.3 0.0 15.0 psi, 129.4 gpm RP20UT 332.0 0.0 40.3 0.0 Pipe: 7 129.4 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 40.3 0.0 0.5 140 FTG L PE 2.2 DP4 327.0 0.0 42.5 0.0 0.000 TL 31.00 PV Pipe: 8 129.4 9.514 PL 138.00 PF 0.0 DP4 327.0 0.0 42.5 0.0 0.6 150 FTG LG PE 1.3 U4 324.0 0.0 43.8 0.0 0.000 TL 172.00 PV Pipe: 9 -13.8 7.758 FL 67.00 PF 0.0 U4 324.0 0.0 43.8 0.0 0.1 150 FTG G PE 1.2 U5 321.3 0.0 44.9 0.0 0.000 TL 74.00 PV Pipe: 10 -13.8 7.758 FL 106.00 PF 0.0 U5 321.3 0.0 44.9 0.0 0.1 150 FTG LG FE 1.0 B2 319.0 0.0 45.9 0.0 0.000 TL 135.00 PV Pipe: 11 -13.8 7.758 FL 214.00 PF 0.0 B2 319.0 0.0 45.9 0.0 0.1 150 FTG 2LG FE 0.4 BI 318.0 0.0 46.4 0.0 0.000 TL 265.00 PV Pipe: 12 -13.8 7.758 FL 457.00 PF 0.0 B1 318.0 0.0 46.4 0.0 0.1 150 FTG LG PE -2.2 U6 323.0 0.0 44.2 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6B 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 -13.8 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 44.2 0.0 0.1 .150 FTG TLG PE 0.0 U7 323.0 0.0 44.2 0.0 0.000 TL 176.00 PV Pipe: 14 79.6 9.514 PL 55.00 PF 0.0 U]. 283.0 0.0 76.6 0.0 0.4 150 FTG TG PE -0.9 DPI 285.0 0.0 75.7 0.0 0.000 TL .143.00 PV Pipe: 15 79.6 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 75.7 0.0 0.3 140 FTG L PE -2.2 RP1IN 290.0 0.0 73.5 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 73.5 0.0 15.0 psi, 79.6 gpm RP1OUT 290.0 0.0 58.5 0.0 Pipe: 17 79.6 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 58.5 0.0 0.3 140 FTG L PE 2.2 DP2 285.0 0.0 60.7 0.0 0.000 TL 31.00 PV Pipe: 18 .79.6 9.514 PL 292.00 PF 0.0 DP2 285.0 0.0 60.7 0.0 0.4 1.50 FTG 2LG PE -8.7 U8 305.0 0.0 52.0 0.0 0.000 TL 352.00 PV Pipe: 19 .79.6 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 52.0 0.0 0.5 150 FTG 2G PE -7.8 U7 323.0 0.0 44.2 0.0 0.000 TL 234.00 PV Pipe: 20 143.2 7.758 PL 344.00 PF 0.1 U4 324.0 0.0 43.8 0.0 1.0 150 FTG TG PE -4.1 U9 333.5 0.0 39.6 0.0 0.000 TL 410.00 PV Pipe: 21 143.2 7.758 PL 150.00 PF 0.0 U9 333.5 0.0 39.6 0.0 1.0 150 FTG 2L PE -0.2 B7 334.0 0.0 39.3 0.0 0.000 TL 194.00 PV Pipe: 22 143.2 7.7.58 PL 5.00 PF 0.0 B7 334.0 0.0 39.3 0.0 1.0 150 FTG ---- PE 0.0 B6 334.0 H.S. 39.3 100.0 0.000 TL 5.00 PV Pipe: 23 -65.8 7.758 PL 338.00 PF 0.0 B6 334.0 H.S. 39.3 100.0 0.4 150 FTG ---- PE -2.2 U10 339.0 0.0 37.2 0.0 0.000 TL 338.00 PV Pipe: 24 -65.8 7.758 PL 309.00 PF 0.0 U10 339.0 0.0 37.2 0.0 0.4 150 FTG T2L PE -1.7 Ull 343.0 0.0 35.5 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6B 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 -65.8 7.758 PL 201.00 PF 0.0 Ull 343.0 0.0 35.5 0.0 0.4 150 FTG LG PE -0.9 U12 345.0 0.0 34.6 0.0 0.000 TL 230.00 PV Pipe: 26 -65.8 7.758 PL 222.00 PF 0.0 U12 345.0 0.0 34.6 0.0 0.4 150 FTG T2LG PE 0.9 U13 343.0 0.0 35.5 0.0 0.000 TL 332.00 PV Pipe: 27 -65.8 7.758 PL 201.00 PF 0.0 U13 343.0 0.0 35.5 0.0 0.4 150 FTG L PE 1.7 B23 339.0 0.0 3.7.2 0.0 0.000 TL 223.00 PV Pipe: 28 -65.8 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 37.2 0.0 0.4 150 FTG G PE 0.0 U14 339.0 0.0 37.2 0.0 0.000 TL 83.00 PV Pipe: 29 -65.8 7.758 PL 383.00 PF 0.0 U14 339.0 0.0 37.2 0.0 0.4 150 FTG TG PE 0.4 B9 338.0 0.0 37.7 0.0 0.000 TL 449.00 PV Pipe: 30 -65.8 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 37.7 0.0 0.4 150 FTG ---- PE 0.0 B8 338.0 0.0 37.7 0.0 0.000 TL 10.00 PV Pipe: 31 -65.8 7.758 PL 488.00 PF 0.0 B8 338.0 0.0 37.7 0.0 0.4 150 FTG TG PE 6.5 U.7 323.0 0.0 44.2 0.0 0.000 TL 554.00 PV Pipe: 32 109.0 5.914 PL 134.00 PF 0.1 B6 334.0 H.S. 39.3 100.0 1.3 150 FTG T2L PE 2.2 P1 329.0 0.0 41.4 0.0 0.000 TL 209.00 PV Pipe: 33 109.0 6.400 Pb 6.00 PF 0.0 P1 329.0 0.0 41.4 0.0 1.1 140 FTG CG PE 0.0 P2 329.0 0.0 41.4 0.0 0.000 TL 62.00 PV Pipe: 34 109.0 5.914 PL 80.00 PF 0.0 P2 329.0 0.0 41.4 0.0 1.3 150 FTG 2L PE -2.2 D6 334.0 0.0 39.2 0.0 0.000 TL 108.00 PV Pipe: 35 109.0 6.400 PL 6.00 PF 0.0 D6 334.0 0.0 39.2 0.0 1.1 140 FTG L PE -1.3 BR6 337.0 0.0 37.9 0.0 0.000 TL 20.00 PV Pipe: 36 109.0 3.314 PL 16.58 FE' 0.3 BR6 337.0 0.0 37.9 0.0 4.1 120 FTG 2L FE -5.9 TR6 350.6 0.0 31.7 0.0 0.011 TL 26.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/25/2014 C:\;HASS DATALA COSTA CALCS\LA COSTA BLDG 6 AREA 68.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6B PIPE TAG Q(GPM) D•IA(IN) LENGTH PRESS. END ELEM. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (IT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 109.0 3.314 PL 7.3.3 PP 0.1 TR6 350.6 0.0 31.7 0.0 4.1 120 FTG LP•E 0.0 1 350.6 0.0 31.5 0.0 0.011 TL 12.33 PM Pipe: 38 109.0 2.203 FL 72.00 PF 7.9 1 350.6 0.0 31.5 0.0 9.2 120 FTG 2T2LP.E -0.1 .13 350.8 0.0 .236 0.0 0.081 TL .98.00 :PV. Pipe: .3.9 10.9.0 1.63.9PL 8.25 PP 4.2 13 350.8 0.0 2.3.6 0.0.16.6 120 FTG E FE -3.6 14 359.0 0.0 15.8 0.0 0.341 TL 12.25 PM Pipe: 40 16.3 1.080 PL 4.92 PP 0.8 14 359.0 0.0 15.8 0.0 .57 120 FTG T FE 0.0 201 359.0 4.2 1.5.0 16.3 0.077 TL 9.92 P.V, Pipe: 41 92.7 1.639 PL 1.00 PP 2.3 14 3.59.0 0.0 .1.5.8 0.0 14.1 120 FTG T FE 0.0 15 359.0 0.0 13.5 0.0 0.253 TL 9.00 PM Pipe: 42 43.1 1.408 PL 4.17 PP 0.5 15 359.0 0.0 13.5 0.0 8.9 120 FTG ---- FE 0.0 202 3.59.0 4.2 13.0 .15.1 0.129 TL 4.17 PM Pipe: 43 28.0 1.080 FL 5.58 PF 1.6 202 359.0 4.2 .13.0 15.1 9.8 120 FTG B PE 0.0 203 359.0 4.2 1.1.4 14.2 0.210 TL 7.58 PM Pipe: 44 13.8 1.080 FL 10.00 PF 0.6 203 359.0 4.2 .11.4 14.2 4.8 1.20 FTG ---- FE 0.0 204 3.59.0 4.2 10.8 13.8 0.0.57 TL 10.00 PM Pipe: 45 49.6 1.408 FL 7.00 PF 2.2 1.5 359.0 0.0 13.5 0.0 10.2 120 FTG T FE -1.1 .16 361.5 0.0 .10.3 0.0 0.166 TL 13.00 PM Pipe: 46 24.5 1.080 FL 2.00 PF 1.5 16 361.5 0.0 10.3 0.0 8.6 120 FTG ET PE 0.0 205 361.5 4.2 8.8 .12.5 0.164 TL 9.00 PM Pipe: 47 .12.0 1.080 FL 8.83 PP 0.7 205 361.5 4.2 8.8 .12.5 4.2 120 FTG 3E FE 0.0 206 36.1.5 4.2 8.2 12.0 0.044 TL 14.83 PV Pipe: 48 25.1 .1.080 FL .1.00 PF 1.0 16 :3615 0.0 10.3 0.0 8.8 .120 FTG T FE 0.0 207 361.5 4.2 9.3 12.8 0.172 TL 6.00 PM A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6B 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 12.3 1.080 PL 8.83 PF 0.7 20.7 361.5 4.2 9.3 12.8 4.3 120 FTG 3E PE 0.0 208 361.5 4.2 8.6 12.3 0.046 TL 14.83 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4.792 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 0.055 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.6 ft/sec at pipe 39. 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 LngEl•l ChkVlv Bf.yVl.v GatVlv A•lmC•hk 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: Dynafl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmCh•k DPVlv NPTee 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\L'A COSTA BLDG 6 AREA 6B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6B PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee Lng.Eii ChkVlv 'Bfy.Vl.v GatV;l.v NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PMC200 H.W..: 1.50 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE.il Ch..V•iv Bfy•V..v GatMiv NPTee .5.914 22.00 47.00 14.00 51.00 16.00 .5.00 47.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 2000 7.00 59.00 0.00 0.00 9.514 3.5.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 PAGE: G MATERIAL: Dynath .H.W...C: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee 'LngEl.l Ch..VIv B.fyv.lv Gatvlv 1.080 2.00 5.00 2.00 5.00 6.00 1.00 0.00 0.00 0.00 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 C 0 0 0 04 0 0 c'.J -4 0 0 0 '-I 0 0 00 0 '.0 0 0 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6B 0 0 0 0 0 0 0 c c 0 0 0 0 0 C%J 0OD '.0 (14 .-1 OaU)U)U)U) '.4U)-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 6 AREA 6B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 6, AREA 6B WATER SUPPLY CURVE 108+ I 104.4 psi @ 1663 gpm-> * I Flow Test Point 99,+ 90+ 81+ Ix 1. 72+ R I E I S I S 63+ U I E I 54+ ( I P I S I 1 45+ ) I 36+ 27+ 18+ LEGEND I X = Required Water Supply I 76.57 psi @ 209.0 gpm " 9+ I 0 = Available Water Supply " I 106.16 psi @ 209.0 gpm 0++-+---+-----.+-----+------+--------+--------+---------+----------- 400 600 800 .1000 1200 .1400 1600 1800 2000 FLOW (GPM) HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System I PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 7A; BUILDING 7 SHELL REMOTE AREA: HAZARD: LH OH-1 OH-11 X EH-1 EH-II RES NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET I AREA/SPRINKLER: 120 SQ. FT. USED; 130 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 74 1Y2131 SSU 4.2 1/2 200 53 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1500 S.F. END SPRINKLER: 23.6 GPM @ 20.0 PSI. NO. OF SPRINKLERS FLOWING: 15 HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 373.2 GPM @ 47.7 PSI AT PUMP DISCHARGE NA GPM © NA PSI AT SOURCE 623.2 GPM @ 88.7 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/25/2014 C:NHASS DATANLA COSTA CALCSLA COSTA BLDG AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 106.2 104.4 1663.0 105.9 623.2 88.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 623.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE .FROM ACTIVE SPRINKLERS 373.2 GPM NODE ANALYSIS DATA NODE TAG EL.E:A.TION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 88.7 623.2 UI 283.0 - - - - 88.7 U2 309.0 - - - - 77.3 U3 327.0 - - - - 69.5 U4 324.0 - - - - 55.7 US 321.3 - - - - 56.8 B2 319.0 - - - - 57.8 BJ. 318.0 - - - - 58.3 U6 323.0 - - - - 56.1 U7 323.0 - - - - 56.1 - - - U8 305.0 - --- 64.0 U9 333.5 - - - - 51.0 B7 334.0 HOSE STREAM 50.5 250.0 B6 334.0 - - - - 50.5 UIO 33.9.0 - - - - 48.4 UlI .343.0 - - - - 46.8 U12 .34.5.0 - - - - 46.0 UI3 343.0 - - - - 47.0 B23 339.0 - - - - 48.8 1114 339.0 - - - - 48.8 B9 338.0 - - - - 49.4 B8 338.0 - - - - 4.9•4 DPI 285.0 - - - - 87.8 RPIIN 290.0 - - - - 8.5.6 R:PIOUT 290.0 - - - - 70.6 D:P2 285.0 - - - - 72.8 DP3 327.0 - - - - 69.5 RP21N 3320 - - - - 67.3 - - - RP20UT 332.0 - - - - 523 DP4 327.0 - - - - 544 P3 3.29.0 51.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P4 329.0 - - - - 51.5 D7 333.0 - - - - 49.1 BR7 336.0 - - - - 47.7 TR7 348.2 - - - - 39.7 1 348.3 - - - - 35.0 2 350.0 - - - - 30.0 3 350.4 - - - - 28.9 4 350.8 - - - - 28.6 - - - 5 3.50.4 - - - - 20.3 301 350.0 K= 5.31 27.6 27.9 302 350.0 K= 5.31 2.7.4 27.8 303 350.0 K= 5.31 27.3 27.8 304 350.4 K= 5.31 22.3 25.1 305 350.4 K= 5.31 21.3 24.5 306 350.4 K= 5.31 20.7 24.1 307 350.4 K= 5.30 20.4 23.9 308 350.4 K= 5.30 20.3 23.9 309 350.4 K= 5.30 20.2 23.8 310 350.8 K= 5.31 22.0 24.9 3.11 350.8 K= 5.31 21.1 24.4 312 350.8 K= 5.31 20.4 24.0 313 350.8 K= 5.29 20.2 23.8 3.14 350.8 K= 5.28 20.0 23.6 315 350.8 K= 5.28 20.0 23.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG .7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A 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: 1 623.2 11.938 PL 2.5.00 PF 0.0 SRC 283.0 SRCE 88.7 (N/A) 1.8 .150 FTG ---- PE 0.0 UI 283.0 0.0 88.7 0.0 0.000 TL 2.5.00 PV Pipe: 2 386.0 11.938 PL 465.00 PF 0.1 Ui 283.0 0.0 88.7 0.0 1.1 150 FTG ---- PE -11.3 U2 309.0 0.0 77•3 0.0 0.000 TL 46.5.00 PV Pipe: 3 386.0 .16.8.76 PL 552.00 PF 0.0 U2 309.0 0.0 77.3 0.0 0.6 150 FTG T2L PE -7.8 U3 327.0 0.0 69.5 0.0 0.000 TL .781.68 PV Pipe: 4 386.0 9.514 PL 20.00 PF 0.0 U3 327.0 0.0 69.5 0.0 1.7 .1.50 FTG TG PE 0.0 DP3 327.0 0.0 69.5 0.0 0.000 TL 108.00 PV Pipe: 5 386.0 10.520 PL .5.00 PF 0.0 DP3 327.0 0.0 69.5 0.0 1.4 140 FTG L PE -2.2 RP2IN 332.0 0.0 67.3 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 67.3 0.0 15.0 psi, 386.0 gpm RP20UT 332.0 0.0 52.3 0.0 Pipe: .7 386.0 10.520 PL .5.00 PF 0.0 RP20UT 332.0 0.0 52.3 0.0 1.4 140 FTG L PE 2.2 DP4 327.0 0.0 54.4 0.0 0.000 TL 31.00 PV Pipe: 8 386.0 9.514 PL 138.00 PF 0.1 DP4 32.7.0 0.0 54.4 0.0 1.7 .1.50 FTG LG PE 1.3 U4 324.0 0.0 55.7 0.0 0.000 TL 1.72.00 PV Pipe: 9 -41.6 7.758 PL 6.7.00 PF 0.0 U4 324.0 0.0 .55.7 0.0 0.3 150 FTG G PE 1.2 U5 321.3 0.0 56.8 0.0 0.000 TL 74.00 PV Pipe: 10 -41.6 .7.7.58 PL 106.00 PF 0.0 U5 321.3 0.0 56.8 0.0 0.3 150 FTG LG PE 1.0 B2 319.0 0.0 57.8 0.0 0.000 TL 135.00 PV Pipe: 11 -41.6 7.758 PL 214.00 PF 0.0 B2 319.0 0.0 5.7.8 0.0 0.3 150 FTG 2LG PE 0.4 Bi 318.0 0.0 .58.3 0.0 0.000 TL 265.00 PV Pipe: 12 -41.6 7.758 PL 45.7.00 PF 0.0 B1 318.0 0.0 58.3 0.0 0.3 150 FTG LG PE -2.2 U6 323.0 0.0 56.1 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A 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 -41.6 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 56.1 0.0 0.3 150 FTG TLG PE 0.0 U7 323.0 0.0 56.1 0.0 0.000 TL 176.00 PV Pipe: 14 237.1 9.514 PL 55.00 PF 0.0 Ui 283.0 0.0 88.7 0.0 1.1 150 FTG TG PE -0.9 DPi 285.0 0.0 87.8 0.0 0.000 TL 143.00 PV Pipe: 15 237.1 10.520 PL 5.00 PF 0.0 DPI 285.0 0.0 87.8 0.0 0.9 140 FTG L PE -2.2 RP1IN 290.0 0.0 85.6 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 85.6 0.0 15.0 psi, 237.1 gpm RP10UT 290.0 0.0 .70.6 0.0 Pipe: 17 237.1 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 .70.6 0.0 0.9 140 FTG L PE 2.2 DP2 285.0 0.0 .72.8 0.0 0.000 TL 31.00 PV Pipe: 18 237.1 9.514 PL 292.00 PF 0.1 DP2 285.0 0.0 72.8 0.0 1.1 150 FTG 2LG PE -8.7 U8 305.0 0.0 64.0 0.0 0.000 TL 352.00 PV Pipe: 19 237.1 7.758 PL 220.00 PF 0.1 U8 305.0 0.0 64.0 0.0 1.6 150 FTG 2G PE -7.8 U7 323.0 0.0 56.1 0.0 0.000 TL 234.00 PV Pipe: 20 427.7 7.758 PL 344.00 PF 0.6 U4 324.0 0.0 55.7 0.0 2.9 150 FTG TG PE -4.1 U9 333.5 0.0 51.0 0.0 0.001 TL 410.00 PV Pipe: 21 427.7 7.758 PL 150.00 PF 0.3 U9 333.5 0.0 51.0 0.0 2.9 150 FTG 2L PE -0.2 B7 334.0 H.S. 50.5 250.0 0.001 TL 194.00 PV Pipe: 22 -195.5 7.758 PL 5.00 PF 0.0 B7 334.0 H.S. 50.5 250.0 1.3 150 FTG ---- PE 0.0 B6 334.0 0.0 50.5 0.0 0.000 TL 5.00 PV Pipe: 23 -195.5 7.758 PL 338.00 PF 0.1 B6 334.0 0.0 50.5 0.0 1.3 150 FTG ---- PE -2.2 U10 339.0 0.0 48.4 0.0 0.000 TL 338.00 PV Pipe: 24 -195.5 7.758 PL 309.00 PF 0.1 U10 339.0 0.0 48.4 0.0 1.3 150 FTG T2L PE -1.7 Ull 343.0 0.0 46.8 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page .5 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A 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 -195.5 7.758 PL 201.00 PF 0.1 tIll 343.0 0.0 46.8 0.0 1.3 .150 FTG LG PE -0.9 U12 345.0 0.0 46.0 0.0 0.000 TL 230.00 PV Pipe: 26 -195.5 7.758 PL 222.00 PF 0.1 U12 345.0 0.0 46.0 0.0 1.3 150 FTG T2LG PE 0.9 U.13 343.0 0.0 4.7.0 0.0 0.000 TL 332.00 PV Pipe: 27 -1.95.5 7.758 PL 201.00 PF 0.1 U13 343.0 0.0 47.0 0.0 1.3 150 FTG L PE 1.7 B23 339.0 0.0 48.8 0.0 0.000 TL 223.00 PV Pipe: 28 -19.5.5 7.7.58 PL 76.00 PF 0.0 B23 339.0 0.0 48.8 0.0 1.3 150 FTG G PE 0.0 U14 339.0 0.0 48.8 0.0 0.000 TL 83.00 PV Pipe: 29 -195.5 7.758 PL 383.00 PF 0.2 tJ14 33.9.0 0.0 48.8 0.0 1.3 150 FTG TG PE 0.4 B9 338.0 0.0 49.4 0.0 0.000 TL 449.00 PV Pipe: 30 -195.5 7.7.58 PL 10.00 PF 0.0 B9 338.0 0.0 49.4 0.0 1.3 .150 FTG ---- PE 0.0 B8 338.0 0.0 49.4 0.0 0.000 TL 10.00 PV Pipe: 31 -195.5 7.758 PL 488.00 PF 0.2 B8 338.0 0.0 49.4 0.0 1.3 .1.50 FTG TG PE 6.5 U7 323.0 0.0 56.1 0.0 0.000 TL 554.00 PV Pipe: 32 373.1 5.914 PL 144.00 PF 0.9 B7 334.0 H.S. 50.5 250.0 4.4 150 FTG T2L PE 2.2 P3 329.0 0.0 51.7 0.0 0.004 TL 219.00 PV Pipe: 33 373.1 6.400 PL 6.00 PF 0.2 P3 329.0 0.0 51.7 0.0 3.7 140 FTG CG PE 0.0 P4 329.0 0.0 51.5 0.0 0.003 TL 62.00 PV Pipe: 34 3.73.1 5.914 PL 128.00 PF 0.7 P4 329.0 0.0 51.5 0.0 4.4 150 FTG 2L PE -1.7 D7 333.0 0.0 49.1 0.0 0.004 TL 156.00 PV Pipe: 35 373.1 6.400 PL 6.00 PF 0.1 D7 333.0 0.0 49.1 0.0 3.7 140 FTG L PE -1.3 BR7 336.0 0.0 47.7 0.0 0.003 TL 20.00 PV Pipe: 36 3.73.1 3.3.14 PL 15.17 PF 2.7 BR7 336.0 0.0 47.7 0.0 13.9 120 FTG 2L PE -5.3 TR7 348.2 0.0 39.7 0.0 0.108 TL 25.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A 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: 37 373.1 3.314 PL 33.00 PF 4.6 TR7 348.2 0.0 39.7 0.0 13.9 .120 FTG 2L PE -0.1 1 348.3 0.0 35.0 0.0 0.108 TL 43.00 PV Pipe: 38 373.1 3.314 PL 24.83 PF 4.3 1 348.3 0.0 35.0 0.0 13.9 120 FTG 3L PE -0.7 2 350.0 0.0 30.0 0.0 0.108 TL 39.83 PV Pipe: 39 289.7 3.314 PL 13.50 PF 0.9 2 350.0 0.0 30.0 0.0 10.8 120 FTG ---- PE -0.2 3 350.4 0.0 28.9 0.0 0.067 TL 13.50 PV Pipe: 40 144.3 3.314 PL 11.00 PF 0.2 3 350.4 0.0 28.9 0.0 5.4 120 FTG ---- PE -0.1 4 350.8 0.0 28.6 0.0 0.019 TL 11.00 PV Pipe: 41 83.5 2.203 PL 38.25 PF 2.4 2 350.0 0.0 30.0 0.0 7.0 120 FTG T PE 0.0 301 350.0 5.3 27.6 27.9 0.049 TL 48.25 PV Pipe: 42 55.6 2.203 PL 10.2.5 PF 0.2 301 350.0 5.3 27.6 27.9 4.7 120 FTG ---- PE 0.0 302 350.0 5.3 27.4 27.8 0.023 TL 10.25 PV Pipe: 43 27.8 2.203 PL 10.00 PF 0.1 302 350.0 5.3 2.7.4 27.8 2.3 120 FTG ---- PE 0.0 303 350.0 5.3 27.3 27.8 0.006 TL 10.00 PV Pipe: 44 145.4 2.203 PL 38.25 PF 6.6 3 350.4 0.0 28.9 0.0 12.2 120 FTG T PE 0.0 304 3.50.4 5.3 22.3 25.1 0.138 TL 48.25 PV Pipe: 45 120.3 2.203 PL 10.25 PF 1.0 304 350.4 5.3 22.3 25.1 10.1 120 FTG ---- PE 0.0 305 350.4 5.3 21.3 24.5 0.097 TL 10.25 PV Pipe: 46 95.8 2.203 PL 10.00 PF 0.6 305 350.4 5.3 21.3 24.5 8.1 120 FTG ---- PE 0.0 306 350.4 5.3 20.7 24.1 0.064 TL 10.00 PV Pipe: 47 71.6 2.203 PL 7.00 PF 0.3 306 350.4 5.3 20.7 24.1 6.0 120 FTG ---- PE 0.0 307 350.4 5.3 20.4 23.9 0.037 TL 7.00 PV Pipe: 48 47.7 2.203 PL 6.1.7 PF 0.1 307 350.4 5.3 20.4 23.9 4.0 120 FTG ---- PE 0.0 5 350.4 0.0 20.3 0.0 0.018 TL 6.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A 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 . 47.7 2.203 PL 1.83 PF 0.0 5 350.4 0.0 20.3 0.0 4.0 .120 FTG ---- PE 0.0 308 350.4 5.3 20.3 23.9 0.018 TL 1.83 PV Pipe: 50 23.8 2.203 FL .7.00 PF 0.0 308 350.4 5.3 20.3 23.9 2.0 120 FTG ---- PE 0.0 309 350.4 5.3 20.2 23.8 0.005 TL 7.00 PV Pipe: 51 .144.3 2.203 PL 38.25 PF 6.5 4 3.50.8 0.0 28.6 0.0 12.1 120 FTG T PE 0.0 310 350.8 5.3 22.0 24.9 0.136 TL 48.25 PV Pipe: .52 .1.19.4 2.203 PL 10.25 PF 1.0 310 350.8 5.3 22.0 24.9 10.0 120 FTG ---- PE 0.0 311 350.8 5.3 21.1 24.4 0.096 TL 10.25 PV Pipe: 53 95.0 2.203 PL 10.00 PF 0.6 3.1.1 350.8 5.3 21.1 24.4 8.0 120 FTG ---- PE 0.0 312 350.8 5.3 20.4 24.0 0.063 TL 10.00 PV Pipe: 54 71.0 2.203 PL 7.00 PF 0.3 312 350.8 5.3 20.4 24.0 6.0 120 FTG ---- PE 0.0 313 350.8 5.3 20.2 23.8 0.037 TL 7.00 PV Pipe: 55 4.7.2 2.203 PL 8.00 PF 0.1 313 350.8 5.3 20.2 23.8 4.0 120 FTG ---- PE 0.0 314 350.8 5.3 20.0 23.6 0.0.17 TL 8.00 PV Pipe: .56 23.6 2.203 PL 7.00 PF 0.0 314 3.50.8 5.3 20.0 23.6 2.0 .120 FTG ---- PE 0.0 315 350.8 5.3 20.0 23.6 0.005 TL 7.00 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 0.003 gpm and a maximum imbalance at any node of 0.168 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.9 ft/sec at pipe 38. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkViv B.fyViv Gatviv AimChk DPV•iv NPTee 11.938 2.7.00 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 LngE•ii C•hkVlv Bf.yViv GatV•iv AlmChk DPVlv NPTee 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 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEil C•hkViv BfyVlv GatV•lv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl.l ChkVlv Bf.yVlv GatVlv NPTee 5.914 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 '-4 0 0 '.0 '-I 0 0 0 '-I 0 0 co A. LI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2?25/204 C:HASS D'ATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A 1 4 N 0 0 0 0 0 9 0 0 0 0 0 - C'.' 0 00 '.0 C'., SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/25/2014 C:\HASS DATA\LA• COSTA CALCS\LA COSTA BLDG 7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A WATER SUPPLY CURVE .108+ I 104.4 psi @ 1663 gpm-> * I Flow Test Point 99-'- 90+ I x 81+ P72+ - R I S I S 63+ U E I 54+ ( I P I S I I 45+ ) I 36+ 27+ 18+ LEGEND 'I IX = Required Water Supply 88.68 psi @ 623.2 gpm 9+ I 0 = Available Water Supply " I 105.91 psi @ 623.2 gpm 0++-+---+----+-----+------+--------+-------- 400 600 800 1000 1200 1400 .1600 FLOW (GPM) +-----------+ 1800 2000 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG .7 AREA 7A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7A Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K_factor ----------------------------------------------------------------------- 301 5.60 7.00 .1.080 0.50 TT 12.02 120.00 5.31 Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe F.tgs. Total H-W Equivalent Name K_Factor (psi) (in) Len.(ft) Len.(ft) coef. K_factor ----------------------------------------------------------------------- 307 5.60 7.00 1.080 1.25 TT 12.77 120.00 5.30 Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe •Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor ----------------------------------------------------------------------- 313 5.60 7.00 1.080 1.75 TT .13.27 120.00 5.28 HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System I PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 2; BUILDING 7B ROOF TOWER REMOTE AREA: HAZARD: LH _X_ OH-1 OH-11 EH-1 EH-II RES I NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET I AREA/SPRINKLER: 120 SQ. FT. USED; 120 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 74 1Y2131 SSU 4.2 1/2 200 53 CALCULATION DATA: DENSITY/AREA: .10 GPM/SF OVER ENTIRE AREA END SPRINKLER: 18.8 GPM @ 20.0 PSI. NO. OF SPRINKLERS FLOWING: 6 HOSE STREAM ALLOWANCE: 100 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 117.9 GPM @ 60.3 PSI AT PUMP DISCHARGE NA GPM @ NA PSI AT SOURCE 217.9 GPM @ 98.7 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2?25V2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7AREA 7B.SD•F JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7B WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL R:EQtD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 106.2 104.4 1663.0 106.2 217.9 .98.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 217.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES . 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 117.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE .98.7 217.9 UI 283.0 - - - - 98.7 132 309.0 - - - - 87.4 133 327.0 - - - - 79.6 134 324.0 - - - - 65.9 135 321.3 - - - - 67.1 B2 319.0 - - - - 68.1 BI 318.0 - - - - 68.5 U6 323.0 - - - - 66.3 U7 323.0 - - - - 66.3 138 30.5.0 - - - - 74.1 U9 333.5 ---- 61.7 B7 .334.0 HOSE STREAM 61.4 .100.0 B6 334.0 - - - - 61.4 UIO 339.0 - - - - 59.3 UII 343.0 - - - - 57.6 1312 345.0 56.7 1313 343.0 - - - - 57.6 B23 339.0 - - - - 593 - - - U14 339.0 - - - - 59.3 - - - B9 338.0 - - - - 59.8 B8 338.0 - - - - 59.8 DPI 285.0 - - - - 97.8 RP11:N 2.90.0 - - - - 95.6 RPIOUT 290.0 - - - - 80.6 DP2 28.5.0 - - - - 82.8 DP3 32.7.0 - - - - 7.9.6 RP21N 332.0 - - - - 77.4 RP.20UT 332.0 - - - - 62.4 DP4 327.0 - - - - 64.6 - - - P3 329.0 - - - - 63.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/25/2014 C:\HASS DA•TA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG ...AREA 7B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P4 32.9.0 - - - - 63.5 D7 333.0 - - - - 61.6 BR7 336.0 - - - - 60.3 - - - TR7 348.2 - - - - 54.7 1 348.3 - - - - 54.1 2 350.0 - - - - 52.9 3 350.4 52.5 5 3.50.4 - - - - 44.9 304 350.4 - - - - 48.0 305 3.50.4 - - - - 4.7.1 306 350.4 - - - - 46.1 30.7 3.50.4 - - - - 45.5 - - - 6 350.4 - - - - 43.8 7 363.8 - - - - 31.1 8 363.8 - - - - 27.6 - - - 40.1 363.8 K= 4.20 23.8 20.5 402 363.8 K= 4.20 22.7 20.0 403 366.5 K= 4.20 21.0 19.2 404 366.5 K= 4.20 20.0 18.8 405 36.3.8 K= 4.20 22.5 19.9 406 .363.8 K= 4.20 21.4 19.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7B 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: 1 217.9 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 98.7 (N/A) 0.6 150 FTG ---- PE 0.0 Ui 283.0 0.0 98.7 0.0 0.000 TL 25.00 PV Pipe: 2 135.0 11.938 PL 465.00 PF 0.0 Ui 283.0 0.0 98.7 0.0 0.4 150 FTG ---- PE -1.1.3 U2 309.0 0.0 87.4 0.0 0.000 TL 465.00 PV Pipe: 3 135.0 16.8.76 PL 552.00 PF 0.0 U2 309.0 0.0 87.4 0.0 0.2 150 FTG T2L PE -7.8 U3 327.0 0.0 .79.6 0.0 0.000 TL .781.68 PV Pipe: 4 135.0 9.5.14 PL 20.00 PF 0.0 U3 327.0 0.0 79.6 0.0 0.6 150 FTG TG PE 0.0 DP3 327.0 0.0 79.6 0.0 0.000 TL 108.00 PV Pipe: 5 135.0 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 79.6 0.0 0.5 140 FTG L PE -2.2 RP2IN 332.0 0.0 77.4 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 77.4 0.0 15.0 psi, 135.0 gpm RP20UT 332.0 0.0 62.4 0.0 Pipe: 7 135.0 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 62.4 0.0 0.5 140 FTG L PE 2.2 DP4 327.0 0.0 64.6 0.0 0.000 TL 31.00 PV Pipe: 8 135.0 9.514 PL 138.00 PF 0.0 DP4 327.0 0.0 64.6 0.0 0.6 150 FTG LG PE 1.3 U4 324.0 0.0 65.9 0.0 0.000 TL 172.00 PV Pipe: 9 -14.5 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 65.9 0.0 0.1 150 FTG G PE 1.2 U5 321.3 0.0 67.1 0.0 0.000 TL 74.00 PV Pipe: 10 -14.5 7.758 PL 106.00 PF 0.0 U5 321.3 0.0 67.1 0.0 0.1 150 FTG LG PE 1.0 B2 319.0 0.0 68.1 0.0 0.000 TL 135.00 PV Pipe: 11 -14.5 7.758 PL 214.00 PF 0.0 B2 319.0 0.0 68.1 0.0 0.1 150 FTG 2LG PE 0.4 Bi 318.0 0.0 68.5 0.0 0.000 TL 265.00 PV Pipe: 12 -14.5 7.758 PL 457.00 PF 0.0 Bi 318.0 0.0 68.5 0.0 0.1 150 FTG LG PE -2.2 U6 323.0 0.0 66.3 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7B 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 -14.5 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 66.3 0.0 0.1 150 FTG TLG PE 0.0 U7 323.0 0.0 66.3 0.0 0.000 TL 176.00 PV Pipe: 14 82.9 9.514 PL 55.00 PF 0.0 Ui 283.0 0.0 98.7 0.0 0.4 150 FTG TG FE -0.9 DPI 285.0 0.0 97.8 0.0 0.000 TL 143.00 PV Pipe: 15 82.9 10.520 PL 5.00 PF 0.0 DPI 28.5.0 0.0 97.8 0.0 0.3 140 FTG L PE -2.2 RPIIN 290.0 0.0 95.6 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 95.6 0.0 15.0 psi, 82.9 gpm RP1OUT 290.0 0.0 80.6 0.0 Pipe: 1.7 82.9 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 80.6 0.0 0.3 .140 FTG L PE 2.2 DP2 285.0 00 82.8 0.0 0.000 TL 31.00 PV Pipe: 18 82.9 9.514 PL 292.00 PF 0.0 DP2 285.0 0.0 82.8 0.0 0.4 150 FTG 2LG FE -8.7 U8 305.0 0.0 74.1 0.0 0.000 TL 352.00 PV Pipe: 19 82.9 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 74.1 0.0 0.6 150 FTG 2G PE -7.8 U7 323.0 0.0 66.3 0.0 0.000 TL 234.00 PV Pipe: 20 149.5 7.758 PL 344.00 PF 0.1 U4 324.0 0.0 65.9 0.0 1.0 150 FTG TG PE -4.1 U9 333.5 0.0 61.7 0.0 0.000 TL 4.10.00 PV Pipe: 21 149.5 7.758 PL 150.00 PF 0.0 U9 333.5 0.0 61.7 0.0 1.0 150 FTG 2L FE -0.2 B7 334.0 H.S. 61.4 100.0 0.000 TL 194.00 PV Pipe: 22 -68.3 7.758 PL 5.00 PF 0.0 B7 334.0 H.S. 61.4 100.0 0.5 150 FTG ---- FE 0.0 B6 334.0 0.0 61.4 0.0 0.000 TL 5.00 PV Pipe: 23 -68.3 7.758 FL 338.00 PF 0.0 B6 334.0 0.0 61.4 0.0 0.5 150 FTG ---- FE -2.2 U10 339.0 0.0 59.3 0.0 0.000 TL 338.00 PV Pipe: 24 -68.3 7.758 PL 309.00 PF 0.0 U10 339.0 0.0 59.3 0.0 0.5 150 FTG T2L PE -1.7 Ull 343.0 0.0 57.6 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7B PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. MEL(FPS) HW:(C) (ET) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -68.3 7.7.58 FL 201.00 PE 0.0 Ull 343.0 0.0 57.6 0.0 0.5 150 FTG LG PE -0.9 UI2 34.5.0 0.0 56.7 0.0 0.000 TL 230.00 PM Pipe: 26 -68.3 7.758 FL 222.00 FE 0.0 U12 345.0 0.0 .56.7 0.0 0.5 150 FTG T2LGPE 0.9 U13 343.0 0.0 57.6 0.0 0.000 TL 332.00 PM Pipe: 27 -68.3 7.758 FL 201.00 FE 0.0 U13 343.0 0.0 57.6 0.0 0.5 1.50 FTG L FE 1.7 B23 33.9.0 0.0 59.3 0.0 0.000 TL 223.00 PM Pipe: 28 -68.3 7.7.58 FL 76.00 PF 0.0 B23 339.0 0.0 59.3 0.0 0.5 150 FTG G FE 0.0 U14 33.9.0 0.0 5.9.3 0.0 0.000 TL 83.00 PM Pipe: 2.9 -68.3 7.758 FL 383.00 PF 0.0 U14 33.9.0 0.0 59.3 0.0 0.5 150 FTG TG PE 0.4 B9 338.0 0.0 59.8 0.0 0.000 TL 449.00 PM Pipe: 30 -68.3 7.758 FL 10.00 FE 0.0 B9 338.0 0.0 59.8 0.0 0.5 150 FTG ---- E 0.0 B8 338.0 0.0 .59.8 0.0 0.000 TL 10.00 PM Pipe: 31 -68.3 7.758 FL 488.00 FE 0.0 B8 338.0 0.0 5.9.8 0.0 0.5 150 FTG TG PE 6.5 U7 323.0 0.0 66.3 0.0 0.000 TL 554.00 PM Pipe: 32 117.8 5.914 FL 144.00 PF 0.1 B7 334.0 H.S. 61.4 .100.0 1.4 1.50 FTG T2L FE 2.2 P3 329.0 0.0 63.5 0.0 0.001 TL 219.00 PV Pipe: 33 117.8 6.400 FL 6.00 PF 0.0 P3 .32.9.0 0.0 63.5 0.0 1.2 140 FTG CG FE 0.0 P4 3290 0.0 63.5 0.0 0.000 TL 62.00 PM Pipe: :34 117.8 5.914 FL 128.00 FE 0.1 P4 32.9.0 0.0 63.5 0.0 1.4 150 FTG 2L PE -1.7 D7 333.0 0.0 61.6 0.0 0.001 TL 156.00 PM Pipe: 35 117.8 6.400 FL 6.00 PF 0.0 D7 333.0 0.0 61.6 0.0 1.2 140 FTG L FE -1.3 BR7 336.0 0.0 60.3 0.0 0.000 TL .20.00 PV Pipe: 36 117.8 3.314 PL 15.17 PF 0.3 R7 336.0 0.0 60.3 0.0 4.4 120 FTG 2L PE -5.3 TR.7 348.2 0.0 .54.7 0.0 0.013 TL 25.17 PM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7B 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: 37 117.8 3.314 PL 33.00 PF 0.5 TR7 348.2 0.0 54.7 0.0 4.4 120 FTG 2L PE -0.1 1 348.3 0.0 54.1 0.0 0.013 TL 43.00 PV Pipe: 38 11.7.8 3.3.14 PL 24.83 PF 0.5 1 348.3 0.0 54.1 0.0 4.4 120 FTG 3L PE -0.7 2 350.0 0.0 52.9 0.0 0.013 TL 39.83 PV Pipe: 39 117.8 3.314 PL 13.50 PF 0.2 2 350.0 0.0 52.9 0.0 4.4 120 FTG ---- PE -0.2 3 350.4 0.0 52.5 0.0 0.013 TL 13.50 PV Pipe: 44 117.8 2.203 PL 38.25 PF 4.5 3 350.4 0.0 52.5 0.0 9.9 .120 FTG T PE 0.0 304 350.4 0.0 48.0 0.0 0.093 TL 48.25 PV Pipe: 45 117.8 2.203 PL 10.25 PF 1.0 304 350.4 0.0 48.0 0.0 9.9 .120 FTG ---- PE 0.0 305 350.4 0.0 47.1 0.0 0.093 TL 10.25 PV Pipe: 46 117.8 2.203 PL 10.00 PF 0.9 305 350.4 0.0 47.1 0.0 9.9 120 FTG ---- PE 0.0 306 350.4 0.0 46.1 0.0 0.093 TL 10.00 PV Pipe: 47 117.8 2.203 PL 7.00 PF 0.7 306 350.4 0.0 46.1 0.0 9.9 120 FTG ---- PE 0.0 307 350.4 0.0 45.5 0.0 0.093 TL 7.00 PV Pipe: 48 117.8 2.203 PL 6.17 PF 0.6 307 350.4 0.0 45.5 0.0 9.9 120 FTG ---- PE 0.0 5 350.4 0.0 44.9 0.0 0.093 TL 6.17 PV Pipe: 49 117.8 2.203 PL 1.50 PF 1.1 5 350.4 0.0 44.9 0.0 9.9 120 FTG T PE 0.0 6 350.4 0.0 43.8 0.0 0.093 TL 11.50 PV Pipe: 50 117.8 1.639 PL 13.50 PF 6.9 6 350.4 0.0 43.8 0.0 17.9 120 FTG E PE -5.8 7 363.8 0.0 31.1 0.0 0.394 TL 17.50 PV Pipe: 51 40.5 1.080 PL 10.67 PF 7.4 7 363.8 0.0 31.1 0.0 14.2 120 FTG ET PE 0.0 401 363.8 4.2 23.8 20.5 0.416 TL 17.67 PV Pipe: 52 20.0 1.080 PL 10.00 PF 1.1 401 363.8 4.2 23.8 20.5 7.0 120 FTG ---- PE 0.0 402 363.8 4.2 22.7 20.0 0.113 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/25/2014 C:.\HASS DATMLA COSTA CALCS\LA COSTA BLDG 7AREA 7B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7B 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 77.4 1.408 PL 3.33 PF 3.5 7 363.8 0.0 31.1 0.0 .15.9 120 FTG T PE 0.0 8 363.8 0.0 27.6 0.0 0.379 TL 9.33 PV Pipe: .54 38.0 1.080 PL 7.67 PF 5.4 8 363.8 0.0 276 0.0.13.3 120 FTG ET PE -1.2 403 366.5 4.2 21.0 19.2 0.371 TL 14.67 PV Pipe: 55 .18.8 1.080 PL 10.00 PF 1.0 403 366.5 4.2 21.0 19.2 6.6 120 FTG ---- PE 0.0 404 366.5 4.2 20.0 18.8 0.101 TL 10.00 :PV Pipe: 56 39.3 1.080 PL 11.00 PF 5.1 8 363.8 0.0 27.6 0.0 13.8 120 FTG E PE 0.0 405 363.8 4.2 22.5 1.9.9 0.3.95 TL 13.00 p.j Pipe: 57 .1.9.4 .1.080 PL 10.00 PF 1.1 40.5 363.8 4.2 22.5 19.9 6.8 1.20 FTG ---- PE 0.0 406 363.8 4.2 2.1.4 1.9.4 0.107 TL 10.00 PV NOTES (HASS): Calculations were performed by the :HASS 7.9 computer program under license no. 16080621 granted by :H:RS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.004 g,pm and a maximum imbalance at any node of 0.195 gpm. Total pressure at each node is used .in balancing the system. Maximum water velocity is 17.9.f../sec at pipe .50. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7B (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE•ll ChkVlv BfyVlv GatVlv A•imChk DPV•lv 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: D.ynaf I HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEiI ChkVlv BfyVlv GatVlv AlmChk DPVIv NPTee 2.203 5.00 10.00 3.00 11.00 6.00 1.00 10.00 12.00 12.00 3.314 .7.00 1.5.00 5.00 16.00 10.00 1.00 .13.00 16.00 19.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEli ChkVlv BfyVlv GatVlv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 4.7.00 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 LngElI ChkVlv BfyVlv GatVlv NPTee 5.914 22.00 47.00 14.00 51.00 16.00 5.00 4.7.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 PAGE: G MATERIAL: D.ynath HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEi.i ChkVlv BfyVlv Gatv•iv 1.080 2.00 5.00 2.00 5.00 6.00 1.00 0.00 0.00 0.00 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 0 0 0 0 I-I 0 NJ H 0 0 9. D SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/25/2014 C:HASS DATA\LA COSTA CALCSNLA COSTA BLDG 7 AREA 7B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7•B N 0 0 0 0 0 0 0 C 0 o 0 0 0 0 C'.' 0 OD W lw C'.' H H C]U)n r ---- El n SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 7 AREA 7B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 7, AREA 7B WATER SUPPLY CURVE 108+ *0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ I 104.4 psi @ 1663 gpm-> * I Flow Test Point 99+X 90+ 81+ P 72+ R I E I S I 5 63+ U I R I 54+ ( I P I S I I 45+ ) I 36+ 27+ 18+ LEGEND I I, I X = Required Water Supply I 98.68 psi @ 21.7.9 gpm " 9+ I 0 = Available Water Supply " I 106.16 psi @ 217.9 gpm I, 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System I PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 8A; BUILDING 8 SHELL REMOTE AREA: HAZARD: LH OH-1 OH-11 X EH-1 - EH-11_ RES_ NFPASTANDARD: NFPAI3 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 130 SQ. FT. USED; 130 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 54 1Y2131 SSU 4.2 1/2 200 32 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1500 S.F. END SPRINKLER: 24.8 GPM @ 21.9 PSI. NO. OF SPRINKLERS FLOWING: 14 HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER AT PUMP DISCHARGE AT SOURCE 383.6 GPM @ 61.6 PSI NA GPM@ NA PSI 633.6 GPM @ 102.7 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/25/2014 C:\HASSDATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 106.2 104.4 1663.0 105.9 633.6 102.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 633.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 383.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE .102.7 633.6 UI 283.0 - - - - 102.7 U2 309.0 - - - - 91.4 U3 327.0 - - - - 83.6 - - - U4 324.0 - - - - 69.7 U5 321.3 - - - - 70.9 B2 319.0 - - - - 71.9 B]. 318.0 - - - - 72.3 - - - U6 323.0 - - - - 70.0 U7 323.0 - - - - 70.0 U8 305.0 - - - - 78.0 U9 333.5 - - - - 65.5 B7 334.0 - - - - 65.2 B6 334.0 - - - - 65.2 UlO 339.0 - - - - 62.9 - - - U].1 343.0 - - - - 61.0 U12 345.0 - - - - 60.1 U13 343.0 - - - - 60.8 - - - B23 339.0 - - - - 62.5 U14 339.0 - - - - 62.4 - - - B9 338.0 - - - - 62.7 B8 338.0 HOSE STREAM 62.7 2.50.0 DP]. 285.0 - - - - 101.8 RP1IN 290.0 - - - - 99.6 RP1OUT 290.0 - - - - 84.6 - - - DP2 285.0 - - - - 86.8 DP3 327.0 - - - - 83.5 - - - RP2IN 332.0 - - - - 81.3 - - - RP20UT 332.0 - - - - 66.3 DP4 327.0 - - - - 68.5 - - - P7 335.0 - - - - 62.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/25/2014 C:\HASS DATA.\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P8 335.0 - - - - 62.7 D8 333.0 - - - - 63.0 BR8 336.0 - - - - 61.6 TR8 351.3 - - - - 51.6 1 351.3 - - - - 48.7 2 350.8 - - - - 44.3 3 350.3 - - - - 43.5 - - - 4 :3500 - - - - 43.3 5 350.0 - - - - 38.2 501 350.8 K= 5.31 41.5 34.2 502 350.8 K= 5.31 41.2 34.1 503 350.3 K= 5.31 30.1 29.1 504 350.3 K= 5.31 26.5 27.3 505 350.3 K= 5.31 24.2 26.1 .506 3.50.3 K= 5.31 22.5 25.2 50.7 350.3 K= 5.31 22.0 24.9 508 350.3 K= 5.31 21.9 24.8 509 350.0 K= 5.31 2.9.9 29.1 510 350.0 K= 5.31 263 27.2 511 350.0 K= 5.31 24.0 26.0 512 350.0 K= 5.31 22.9 25.4 513 350.0 K= 5.31 22.4 25.1 514 350.0 K= .531 22.3 25.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A 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: 1 633.6 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 102.7 (N/A) 1.8 150 FTG ---- PE 0.0 Ui 283.0 0.0 102.7 0.0 0.000 TL 25.00 PV Pipe: 2 327.2 11.938 PL 465.00 PF 0.1 Ui 283.0 0.0 102.7 0.0 0.9 150 FTG ---- PE -11.3 U2 309.0 0.0 91.4 0.0 0.000 TL 465.00 PV Pipe: 3 327.2 16.8.76 PL 552.00 PF 0.0 U2 309.0 0.0 91.4 0.0 0.5 150 FTG T2L PE -7.8 U3 327.0 0.0 83.6 0.0 0.000 TL 781.68 PV Pipe: 4 327.2 9.514 PL 20.00 PF 0.0 U3 327.0 0.0 83.6 0.0 1.5 150 FTG TG PE 0.0 DP3 32.7.0 0.0 83.5 0.0 0.000 TL 108.00 PV Pipe: 5 32.7.2 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 83.5 0.0 1.2 140 FTG L PE -2.2 RP2IN 332.0 0.0 81.3 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 81.3 0.0 15.0 psi, 327.2 gpm RP20UT 332.0 0.0 66.3 0.0 Pipe: 7 327.2 .10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 66.3 0.0 1.2 140 FTG L PE 2.2 DP4 327.0 0.0 68.5 0.0 0.000 TL 31.00 PV Pipe: 8 327.2 9.514 PL 138.00 PF 0.1 DP4 327.0 0.0 68.5 0.0 1.5 150 FTG LG PE 1.3 U4 324.0 0.0 69.7 0.0 0.000 TL 172.00 PV Pipe: 9 124.2 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 69.7 0.0 0.8 150 FTG G PE 1.2 U5 32.1.3 0.0 70.9 0.0 0.000 TL 74.00 PV Pipe: 10 124.2 7.758 PL 106.00 PF 0.0 U5 321.3 0.0 70.9 0.0 0.8 150 FTG LG PE 1.0 B2 319.0 0.0 71.9 0.0 0.000 TL 135.00 PV Pipe: 11 124.2 7.758 PL 214.00 PF 0.0 B2 319.0 0.0 .71.9 0.0 0.8 150 FTG 2LG PE 0.4 B1 318.0 0.0 .72.3 0.0 0.000 TL 265.00 PV Pipe: 12 124.2 7.758 PL 457.00 PF 0.1 Bi 318.0 0.0 72.3 0.0 0.8 150 FTG LG PE -2.2 U6 323.0 0.0 70.0 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A 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: 13 124.2 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 70.0 0.0 0.8 150 FTG TLG PE 0.0 U7 323.0 0.0 70.0 0.0 0.000 TL 176.00 PV Pipe: 14 306.4 9.514 PL 55.00 PF 0.0 Ui 283.0 0.0 102.7 0.0 1.4 150 FTG TG PE -0.9 DPi 285.0 0.0 101.8 0.0 0.000 TL 143.00 PV Pipe: 15 306.4 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 101.8 0.0 1.1 140 FTG L PE -2.2 RPiIN 290.0 0.0 99.6 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 99.6 0.0 15.0 psi, 306.4 gpm RP10UT 290.0 0.0 84.6 0.0 Pipe: 17 306.4 10.520 PL 5.00 PF 0.0 RP1OUT 290.0 0.0 84.6 0.0 1.1 140 FTG L PE 2.2 DP2 285.0 0.0 86.8 0.0 0.000 TL 31.00 PV Pipe: 18 306.4 9.514 PL 292.00 PF 0.1 DP2 285.0 0.0 86.8 0.0 1.4 .150 FTG 2LG PE -8.7 U8 305.0 0.0 .78.0 0.0 0.000 TL 352.00 PV Pipe: 19 306.4 7.758 PL 220.00 PF 0.2 U8 305.0 0.0 78.0 0.0 2.1 150 FTG 2G PE -7.8 U7 323.0 0.0 70.0 0.0 0.001 TL 234.00 PV Pipe: 20 203.0 7.758 PL 344.00 PF 0.2 U4 324.0 0.0 69.7 0.0 1.4 150 FTG TG PE -4.1 U9 333.5 0.0 65.5 0.0 0.000 TL 410.00 PV Pipe: 21 203.0 7.758 PL 150.00 PF 0.1 U9 333.5 0.0 65.5 0.0 1.4 150 FTG 2L PE -0.2 B7 334.0 0.0 65.2 0.0 0.000 TL 194.00 PV Pipe: 22 203.0 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 65.2 0.0 1.4 1.50 FTG ---- PE 0.0 B6 334.0 0.0 65.2 0.0 0.000 TL 5.00 PV Pipe: 23 203.0 .7.758 PL 338.00 PF 0.1 B6 334.0 0.0 65.2 0.0 1.4 150 FTG ---- PE -2.2 U10 339.0 0.0 62.9 0.0 0.000 TL 338.00 PV Pipe: 24 203.0 7.758 PL 309.00 PF 0.2 U10 339.0 0.0 62.9 0.0 1.4 150 FTG T2L PE -1.7 011 343.0 0.0 61.0 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A 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: 25 203.0 .7.758 PL 201.00 PF 0.1 Ull 343.0 0.0 61.0 0.0 1.4 150 FTG LG PE -0.9 U12 345.0 0.0 60.1 0.0 0.000 TL 230.00 PV Pipe: 26 203.0 7.758 PL 222.00 PF 0.1 U12 345.0 0.0 60.1 0.0 1.4 150 FTG T2LG PE 0.9 U13 343.0 0.0 60.8 0.0 0.000 TL 332.00 PV Pipe: 27 203.0 7.758 PL 201.00 PF 0.1 U13 343.0 0.0 60.8 0.0 1.4 150 FTG L PE 1.7 B23 339.0 0.0 62.5 0.0 0.000 TL 223.00 PV Pipe: 28 203.0 .7.758 PL 76.00 PF 0.0 B23 339.0 0.0 62.5 0.0 1.4 150 FTG G PE 0.0 U14 339.0 0.0 62.4 0.0 0.000 TL 83.00 PV Pipe: 29 203.0 .7.758 PL 383.00 PF 0.2 U14 339.0 0.0 62.4 0.0 1.4 150 FTG TG PE 0.4 B9 338.0 0.0 62.7 0.0 0.000 TL 449.00 PV Pipe: 30 203.0 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 62.7 0.0 1.4 150 FTG ---- PE 0.0 B8 338.0 H.S. 62.7 250.0 0.000 TL 10.00 PV Pipe: 31 -430.7 7.758 PL 488.00 PF 0.8 B8 338.0 H.S. 62.7 250.0 2.9 150 FTG TG PE 6.5 U7 323.0 0.0 70.0 0.0 0.001 TL 554.00 PV Pipe: 32 383.7 5.914 PL 156.00 PF 1.1 B8 338.0 H.S. 62.7 250.0 4.5 150 FTG T2LG PE 1.3 P7 335.0 0.0 62.9 0.0 0.004 TL 236.00 PV Pipe: 33 383.7 6.400 PL 6.00 PF 0.2 P7 335.0 0.0 62.9 0.0 3.8 140 FTG CG PE 0.0 P8 335.0 0.0 62.7 0.0 0.003 TL 62.00 PV Pipe: 34 383.7 5.914 PL 96.00 PF 0.6 P8 335.0 0.0 62.7 0.0 4.5 150 FTG 3L PE 0.9 D8 333.0 0.0 63.0 0.0 0.004 TL 138.00 PV Pipe: 35 383.7 6.400 PL 6.00 PF 0.1 D8 333.0 0.0 63.0 0.0 3.8 140 FTG L PE -1.3 BRB 336.0 0.0 61.6 0.0 0.003 TL 20.00 PV Pipe: 36 383.7 3.314 FL 19.33 PF 3.3 BR8 336.0 0.0 61.6 0.0 14.3 120 FTG 2L PE -6.6 TR8 351.3 0.0 51.6 0.0 0.113 TL 29.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/25/2014 C:NHASS DATANLA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEM. :NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 37 383.7 3.3.14 PL 15.50 PF 2.9 TR8 351.3 0.0 .5.1.6 0.0 14.3 120 FTG 2L 'BE 0.0 1 351.3 0.0 48.7 0.0 0.113 TL 2.5.50 PM Pipe: 38 383.7 3.314 PL 26.33 PF 4.7 .1 351.3 0.0 48.7 0.0 14.3 120 FTG 3L PE 0.3 2 350.8 0.0 44.3 0.0 0.113 TL 41.33 PM Pipe: 39 315.4 3.314 PL 13.00 PF 1.0 2 350.8 0.0 44.3 0.0 11.7 120 FTG ---- PE 0.2 3 350.3 0.0 43.5 0.0 0.079 TL 13.00 PM Pipe: 44 157.9 3.314 PL 12.50 PE 0.3 3 350.3 0.0 43.5 0.0 5.9 120 FTG BE 0.1 4 350.0 0.0 43.3 0.0 0.022 TL 12.50 By. Pipe: 45 68.3 1.728 PL 17.58 PF 2.8 2 350.8 0.0 44.3 0.0 9.3 120 FTG T BE 0.0 501 350.8 5•3 415 34.2 0.111 TL 25.58 PV Pipe: 46 34.1 .1.7.28 PL 10.17 PF 0.3 501 350.8 5.3 41.5 34.2 4.7 120 FTG ---- BE 0.0 50.2 350.8 5.3 41.2 34.1 0.031 TL .10.17 'P.V Pipe: 47 157.5 1.728 PL .17.58 PF 13.3 3 350.3 0.0 43.5 0.0 21.6 .120 FTG T BE 0.0 503 3503 5.3 30.1 29.1 0.521 TL 25.58 PM Pipe: 48 1.28.4 .1.728 PL 10.17 PF 3.6 503 350.3 5.3 30.1 .29.1 17.6 120 FTG ---- PE 0.0 504 350.3 5.3 26.5 27.3 0.357 TL .10.17 PV Pipe 4.9 101.1 1.728 PL 10.00 PP 2.3 .504 350.3 5.3 26.5 27.3 13.8 120 FTG BE 0.0 50.5 350.3 5.3 24.2 26.1 0.22.9 TL 10.00 PV Pipe: .50 74.9 .1.728 PL 9.00 PF 1.7 .50.5 :3.503 5•;3 24.2 .26.1 10.3 120 FTG 2L BE 0.0 506 350.3 5.3 22.5 25.2 0.132 ,TL .1.3.00 By. Pipe: 51 49.7 1.728 PL 8.00 PF 0.5 506 350.3 5.3 22.5 25.2 6.8 120 FTG ---- PE 0.0 507 350.3 5.3 22.0 24..9 0.06.2 TL 8.00 PV Pipe: 52 24.8 1.728 'PL 8.00 PP 0.1 507 3503 .53 22.0 24.9 3.4 120 FTG ---- BE 0.0 508 350.3 53 21.9 24.8 0.017 TL 8.00 By SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A 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: 53 157.9 1.728 PL 1.71 PF 5.1 4 350.0 0.0 43.3 0.0 21.6 120 FTG T PE 0.0 5 350.0 0.0 38.2 0.0 0.523 TL 9.71 PV Pipe: 54 15.7.9 1.728 PL 15.88 PF 8.3 5 350.0 0.0 38.2 0.0 21.6 120 FTG ---- PE 0.0 509 350.0 5.3 29.9 29.1 0.523 TL 15.88 PV Pipe: 55 128.8 1.728 PL 10.17 PF 3.7 509 350.0 5.3 29.9 29.1 17.6 120 FTG ---- PE 0.0 510 350.0 5.3 26.3 2.7.2 0.359 TL 10.17 PV Pipe: 56 101.6 1.728 PL 10.00 PF 2.3 510 350.0 5.3 26.3 27.2 13.9 120 FTG ---- PE 0.0 511 350.0 5.3 24.0 26.0 0.231 TL 10.00 PV Pipe: 57 75.6 .1.728 PL 8.00 PF 1.1 511 350.0 5.3 24.0 26.0 .10.3 120 FTG ---- PE 0.0 512 350.0 5.3 22.9 25.4 0.134 TL 8.00 PV Pipe: 58 50.2 1.728 PL 8.00 PF 0.5 512 350.0 5.3 22.9 25.4 6.9 120 FTG ---- PE 0.0 513 350.0 5.3 22.4 25.1 0.063 TL 8.00 PV Pipe: 59 25.1 1.728 PL 8.00 PF 0.1 513 350.0 5.3 22.4 25.1 3.4 120 FTG ---- PE 0.0 514 350.0 5.3 22.3 25.1 0.017 TL 8.00 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 0.085 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 21.6 ft/sec at pipe 54. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/252014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD . PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) B T L C •B G A D N Ell Tee LngEll ChkV.l.v •B.f.y.VIv GatV•l.v AImChk DPVI.v NPTee 11.938 27.00 60.00 18.00 6.5.00 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 I HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G A D N Ell Tee LngEll Ch•kVlv Bf.y.Viv GatVlv AlmChk DPVlv NPTee 1.728 4.00 8.00 2.00 9.00 6.00 .1.00 10.00 13.00 10.00 3.314 7.00 15.00 5.00 16.00 10.00 1.00 13.00 16.00 19.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G N Eli Tee LngEll C•k•Vlv BfyVlv GatVlv NPTee 6.400 22.00 47.00 14.00 .51.00 .16.00 .5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkV•lv BfyVlv GatV•i.v NPTee .5.914 22.00 47.00 14.00 51.00.16.00 5.00 47.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 0 0 0 (.4 Cl 0 w r1 C (.4 -I C C C '-4 0 C 0 0 0 C SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A N 0 0 C• C• C 0 0 C C 0 C 0 0 0 ('4 C co W ('4 1-4 '-4 00U) —0.0•d-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/25/2014 C:\HASS DATA\L'A COSTA CA'LCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A WATER SUPPLY CURVE 108+ Ix .104.4 psi 0 1663 gpm-> * I Flow Test Point 99+ 90+ 81* P 72+ E I S I S 63+ U I E I 54* ( I P I S I I 45+ ) I 36+ 27+ .18+ LEGEND I X = Required Water Supply I 102.69 psi 0 633.6 gpm 9+ I 0 = Available Water Supply " 105.90 psi 0 633.6 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page ii DATE: 2/25/2014 C:\H•ASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8A Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W. Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor 501 .5.60 7.00 1.080 ----------------------------------------------------------------------- 0.50 TT .12.02 120.00 5.31 HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System I PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 813; BUILDING 8 ROOF TOWER REMOTE AREA: HAZARD: LH X OH-1 OH-11 EH-1 EH-II RES I NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET I AREA/SPRINKLER: 120 SQ. FT. USED; 120 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 54 1Y2131 SSU 4.2 1/2 200 32 CALCULATION DATA: DENSITY/AREA: .10 GPM/SF OVER ENTIRE AREA I END SPRINKLER: 12.0 GPM @ 8.2 PSI. NO. OF SPRINKLERS FLOWING: 9 I HOSE STREAM ALLOWANCE: 100 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 121.6 GPM © 36.6 PSI AT PUMP DISCHARGE NA GPM@ NA PSI AT SOURCE 221.6 GPM @ 75.0 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8B 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 1663.0 106.2 22.1.6 75.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 221.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 121.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RC 283.0 SOURCE 75.0 221.6 Ui 283.0 - - - - 75.0 U2 309.0 - - - - 63.7 U3 327.0 - - - - 55.9 - - - U4 324.0 - - - - 42.2 US 321.3 - - - - 43.4 - - - 82 319.0 - - - - 44.4 B1 318.0 - - - - 44.8 U6 323.0 - - - - 42.6 U7 323.0 - - - - 42.6 - - - U8 305.0 - - - - 50.4 U9 333.5 - - - - 38.1 B7 334.0 - - - - 37.8 - - - B6 334.0 - - - - 37.8 - - - UlO 339.0 - - - - 35.7 Ull 343.0 - - - - 33.9 U12 345.0 - - - - 33.0 U13 343.0 - - - - 33.9 - - - B23 339.0 - - - - 35.6 U14 339.0 - - - - 35.6 - - - B9 338.0 - - - - 36.0 B8 338.0 HOSE STREAM 36.0 100.0 DPi 285.0 - - - - 74.1 RPIIN 290.0 - - - - 72.0 RP10UT 290.0 - - - - 57.0 DP2 285.0 - - - - 59.1 DP3 327.0 - - - - 55.9 - - - RP2IN 332.0 - - - - 53.8 - - - RP20UT 332.0 - - - - 38.8 DP4 327.0 - - - - 40.9 - - - P7 335.0 - - - - 3.7.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/25/2014 C:\HASS DA•TA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P8 335.0 - - - - 37.2 D8 333.0 - - - - 37.9 BR8 336.0 - - - - 36.6 TR8 351.3 - - - - 29.6 - - - 1 351.3 - - - - 2.9.3 2 350.8 - - - - 28.9 3 350.3 - - - - 29.0 4 350.0 - - - - 28.9 5 350.0 - - - - 25.8 6 361.3 - - - - 14.6 7 361.3 - - - - 12.7 601 361.3 K= 4.20 12.7 15.0 602 361.3 K= 4.20 10.7 13.8 603 361.3 K= 4.20 10.1 13.4 604 361.3 K= 4.20 8.5 12.3 605 361.3 K= 4.20 8.2 12.0 606 364.0 K= 4.20 .10.8 .13.8 607 36.1.3 K= 4.20 12.3 14.7 608 361.3 K= 4.20 10.3 .13.5 609 361.3 K= 4.20 .10.0 13.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8B 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: 1 221.6 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 75.0 (N/A) 0.6 150 FTG ---- PE 0.0 Ui 283.0 0.0 75.0 0.0 0.000 TL 25.00 PV Pipe: 2 114.4 11.938 PL 465.00 PF 0.0 ui 283.0 0.0 75.0 0.0 0.3 150 FTG ---- PE -11.3 U2 309.0 0.0 63.7 0.0 0.000 TL 465.00 PV Pipe: 3 114.4 16.876 PL 552.00 PF 0.0 U2 309.0 0.0 63.7 0.0 0.2 150 FTG T2L PE -7.8 U3 327.0 0.0 55.9 0.0 0.000 TL .781.68 PV Pipe: 4 114.4 9.514 PL 20.00 PF 0.0 U3 32.7.0 0.0 55.9 0.0 0.5 150 FTG TG PE 0.0 DP3 327.0 0.0 55.9 0.0 0.000 TL 108.00 PV Pipe: 5 114.4 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 55.9 0.0 0.4 140 FTG L PE -2.2 RP2IN 332.0 0.0 53.8 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 53.8 0.0 15.0 psi, 114.4 gpm RP20UT 332.0 0.0 38.8 0.0 Pipe: 7 114.4 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 38.8 0.0 0.4 140 FTG L FE 2.2 DP4 32.7.0 0.0 40.9 0.0 0.000 TL 31.00 PV Pipe: 8 114.4 9.514 PL 138.00 PF 0.0 DP4 327.0 0.0 40.9 0.0 0.5 150 FTG LG PE 1.3 U4 324.0 0.0 42.2 0.0 0.000 TL 172.00 PV Pipe: 9 43.5 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 42.2 0.0 0.3 150 FTG G PE 1.2 U5 321.3 0.0 43.4 0.0 0.000 TL 74.00 PV Pipe: 10 43.5 7.758 FL 106.00 PF 0.0 U5 321.3 0.0 43.4 0.0 0.3 150 FTG LG PE 1.0 B2 319.0 0.0 44.4 0.0 0.000 TL 135.00 PV Pipe: ii 43.5 7.758 FL 214.00 PF 0.0 B2 319.0 0.0 44.4 0.0 0.3 150 FTG 2LG FE 0.4 Bi 318.0 0.0 44.8 0.0 0.000 TL 265.00 PV Pipe: 12 43.5 7.758 FL 457.00 PF 0.0 Bi 318.0 0.0 44.8 0.0 0.3 150 FTG LG FE -2.2 tJ6 323.0 0.0 42.6 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8B 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 43.5 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 42.6 0.0 0.3 150 FTG TLG PE 0.0 U7 323.0 0.0 42.6 0.0 0.000 TL 176.00 PV Pipe: 14 10.7.2 9.514 PL 55.00 PF 0.0 UI 283.0 0.0 .75.0 0.0 0.5 150 FTG TG PE -0.9 DPI 285.0 0.0 74.1 0.0 0.000 TL 143.00 PV Pipe: 15 10.7.2 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 74.1 0.0 0.4 .140 FTG L PE -2.2 RP1IN 290.0 0.0 72.0 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 72.0 0.0 15.0 psi, 107.2 gpm RP10UT 290.0 0.0 57.0 0.0 Pipe: 1.7 107.2 10.520 PL 5.00 PF 0.0 RP•1OUT 290.0 0.0 57.0 0.0 0.4 140 FTG L PE 2.2 DP2 285.0 0.0 59.1 0.0 0.000 TL 31.00 PV Pipe: .18 107.2 9.514 PL 292.00 PF 0.0 DP2 285.0 0.0 59.1 0.0 0.5 150 FTG 2LG PE -8.7 U8 305.0 0.0 .50.4 0.0 0.000 TL 352.00 PV Pipe: 19 10.7.2 .7.758 PL 220.00 PF 0.0 U8 305.0 0.0 50.4 0.0 0.7 150 FTG 2G PE -7.8 U7 323.0 0.0 42.6 0.0 0.000 TL 234.00 PV Pipe: 20 71.0 .7.758 PL 344.00 PF 0.0 U4 324.0 0.0 42.2 0.0 0.5 150 FTG TG PE -4.1 U9 333.5 0.0 38.1 0.0 0.000 TL 410.00 PV Pipe: 21 71.0 .7.758 PL 150.00 PF 0.0 U9 333.5 0.0 38.1 0.0 0.5 150 FTG 2L PE -0.2 B7 334.0 0.0 37.8 0.0 0.000 TL 194.00 PV Pipe: 22 71.0 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 37.8 0.0 0.5 150 FTG ---- PE 0.0 B6 334.0 0.0 3.7.8 0.0 0.000 TL 5.00 PV Pipe: 23 71.0 7.758 PL 338.00 PF 0.0 B6 334.0 0.0 37.8 0.0 0.5 150 FTG ---- PE -2.2 U10 339.0 0.0 35.7 0.0 0.000 TL 338.00 PV Pipe: 24 71.0 7.758 PL 309.00 PF 0.0 UlO 339.0 0.0 35.7 0.0 0.5 150 FTG T2L PE -1.7 Ull 343.0 0.0 33.9 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8B 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 71.0 7.758 PL 201.00 PF 0.0 Ull 343.0 0.0 33.9 0.0 0.5 150 FTG LG PE -0.9 U12 345.0 0.0 33.0 0.0 0.000 TL 230.00 PV Pipe: 26 71.0 7.758 PL 222.00 PF 0.0 U12 345.0 0.0 33.0 0.0 0.5 150 FTG T2LG PE 0.9 U13 343.0 0.0 33.9 0.0 0.000 TL 332.00 PV Pipe: 27 71.0 7.758 PL 201.00 PF 0.0 U13 343.0 0.0 33.9 0.0 0.5 150 FTG L PE 1.7 B23 339.0 0.0 35.6 0.0 0.000 TL 223.00 PV Pipe: 28 71.0 7.758 PL .76.00 PF 0.0 B23 339.0 0.0 35.6 0.0 0.5 150 FTG G PE 0.0 U14 339.0 0.0 35.6 0.0 0.000 TL 83.00 PV Pipe: 29 71.0 .7.758 PL 383.00 PF 0.0 U14 339.0 0.0 35.6 0.0 0.5 .150 FTG TG PE 0.4 B9 338.0 0.0 36.0 0.0 0.000 TL 449.00 PV Pipe: 30 71.0 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 36.0 0.0 0.5 1.50 FTG ---- PE 0.0 B8 338.0 H.S. 36.0 100.0 0.000 TL 10.00 PV Pipe: 31 -150.6 .7.758 PL 488.00 PF 0.1 B8 338.0 H.S. 36.0 100.0 1.0 150 FTG TG PE 6.5 U7 323.0 0.0 42.6 0.0 0.000 TL 554.00 PV Pipe: 32 121.6 5.914 PL 156.00 PF 0.1 B8 338.0 H.S. 36.0 100.0 1.4 150 FTG T2LG PE 1.3 P7 335.0 0.0 3.7.2 0.0 0.001 TL 236.00 PV Pipe: 33 121.6 6.400 PL 6.00 PF 0.0 P7 335.0 0.0 37.2 0.0 1.2 140 FTG CG PE 0.0 P8 335.0 0.0 37.2 0.0 0.000 TL 62.00 PV Pipe: 34 121.6 5.914 PL 96.00 PF 0.1 P8 335.0 0.0 37.2 0.0 1.4 150 FTG 3L PE 0.9 D8 333.0 0.0 3.7.9 0.0 0.001 TL 138.00 PV Pipe: 35 121.6 6.400 PL 6.00 PF 0.0 D8 333.0 0.0 37.9 0.0 1.2 140 FTG L PE -1.3 BR8 336.0 0.0 36.6 0.0 0.000 TL 20.00 PV Pipe: 36 121.6 3.314 PL 19.33 PF 0.4 BR8 336.0 0.0 36.6 0.0 4.5 120 FTG 2L PE -6.6 TR8 351.3 0.0 29.6 0.0 0.014 TL 29.33 PV Pipe: 42 350.0 361.3 Pipe: 43 361.3 361.3 Pipe: 44 361.3 361.3 Pipe: 4.5 361.3 36.1.3 Pipe: 46 361.3 361.3 Pipe: 4•7 361.3 361.3 Pipe: 48 361.3 36.1.3 0.0 2.5.8 0.0 14.6 0.0 14.6 4.2 12.7 4.2 10.1 4.2 8..5 4.2 8.5 4.2 8..2 0.0 .14.6 0.0 .12.7 121.6 0.0 16.6 0.0 66.3 0.0 13.7 15.0 24.3 13.4 8.5 12.3 .12.0 123 4.2 12.0 .5.53 0.0 11.4 0.0 6 601 601 602 602 603 603 604 .604 605 51.4 4.2 12.7 .1.5.0 .10.6 4.2 .10.7 1.3.8 3.7.6 4.2 10.7 13.8 7.8 4.2 10.1 13.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/2512014 C:\HASS DATM•LA COSTA CALCS\LA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8B PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. .V'EL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 121.6 3.314 PL 15.50 PF 0.3 TR8 351.3 0.0 29.6 0.0 4.5 120 FTG 2L PE 0.0 1 351.3 0.0 29.3 0.0 0.014 TL 25.50 PM Pipe: 38 121.6 3.314 PL 26.33 PF 0.6 1 351.3 0.0 2.9.3 0.0 4.5 120 FTG 3L FE 0.3 2 350.8 0.0 .28.9 0.0 0.014 TL 41.33 PM Pipe: 3.9 121.6 3.314 PL 13.00 PE 0.2 2 350.8 0.0 28.9 0.0 4.5 120 FTG ---- PE 0.2 3 350.3 0.0 2.9.0 0.0 0.014 TL 13.00 PM Pipe: 40 121.6 3.314 PL 12.50 PF 0.2 3 350.3 0.0 2.9.0 0.0 4.5 120 :FTG ---- PE 0.1 4 3.50.0 0.0 28.9 0.0 0.0.14 TL .12.50 PM, Pipe: 41 121.6 1.728 FL .1.71 PF 3.1 4 350.0 0.0 28.9 0.0 16.6 120 FTG T PE 0.0 5 3.50.0 0.0 25.8 0.0 0.323 TL 9.71 PM 1.728 FL 11.33 PF 6.2 120 FTG T 'PE -4.9 0.323 TL 19.33 PM 1.408 FL 0.88 PF 2.0 120 FTG T 'PE 0.0 0.285 TL 6.88 PM 1.408 PL 8.00 PF 2.0 120 FTG B PE 0.0 0.178 TL .1.1.00 'P.M 1.408 FL 6.00 PF 0.6 .120 FTG ---- FE 0.0 0.100 TL 6.00 PM 1.080 PL 8.00 PF 1.6 120 FTG E FE 0.0 0.161 TL 10.00 PM 1.080 PL 8.00 PF 0.4 .120 FTG ---- PE 0.0 0.044 TL 8.00 'PV 1.408 FL 3.62 PF 2.0 .1.20 'FTG T FE 0.0 0.203 TL 9.62 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8B 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 13.8 1.080 PL 6.50 PF 0.8 7 361.3 0.0 12.7 0.0 4.8 120 FTG ET PE -1.2 606 364.0 4.2 10.8 13.8 0.057 TL .13.50 PV Pipe: 50 41.5 1.408 PL 3.50 PF 0.4 7 361.3 0.0 12.7 0.0 8.6 120 FTG ---- PE 0.0 607 36.1.3 4.2 12.3 14.7 0.120 TL 3.50 PV. Pipe: 51 26.8 .1.080 PL 8.00 PF 1.9 60.7 361.3 4.2 12.3 14.7 9.4 120 FTG E PE 0.0 608 361.3 4.2 10.3 13.5 0.194 TL 10.00 PV Pipe: 52 13.3 1.080 PL 6.00 PF 0.3 608 361.3 4.2 10.3 13.5 4.7 .120 FTG ---- PE 0.0 609 361.3 4.2 ]J.fJ 13.3 0.053 TL 6.00 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 Ticker, 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 0.106 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.6 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 Eli Tee LngE11 Ch•kVlv BfyViv GatVlv AimCh•k DPV•lv NPTee 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 16.876 39.00 84.00 34.00 98.00 38.00 8.00 70.00 70.00 84.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCSLA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUA-RE; BLDG 8, AREA 8:B PAGE: C MATERIAL: D.ynafl HWC: 120 Diameter . Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee Ln•Eii ChkVlv BfyMl.v Gat..lv AimChk DPVlv NPTee 1.728 4.00 8.00 .2.00 .9.00 6.00 1.00 10.00 .13.00 10.00 3.3.14 7.00 15.00 .5.00 16.00 10.00 .1.00 13.00 .16.00 19.00 PAGE: D MATERIAL: DIRON HWC: .140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEil CkVlv B•fyMl.v GatV.lv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 .5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: :PV..200 :HWC: 1.50 Diameter Equivalent Fitting Lengths in Feet (in) E T L C •B G A D N Ell Tee LngEii Ch..Vlv Bfy:Vlv GatVlv NPTee 5.914 22.00 4.7.00 14.00 .1.00 .16.00 .5.00 47.00 0.00 0.00 .7.7.58 3.1.00 59.00 22.00 76.00 20.00 7.00 .9.00 0.00 0.00 .9.5.14 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 PAGE: G MATERIAL: Dynath HWC: .120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEII ChkVIv BfyVlv Gatvlv 1.080 .2.00 .5.00 2.00 .5.00 6.00 1.00 0.00 0.00 0.00 1.408 3.00 6.00 2.00 7.00 6.00 1.00 0.00 0.00 0.00 0 0 '.0 '-I 0 C'.' '—I 0 0 0 '-4 0 0 co 0 '.0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8B 0 0 0 9 9 0 0 0 0 0 0 0 ('.1 0 OD '.0 1w C".' '-I 0L) -4--. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/25/2014 C:\HASS DATMLA COSTA CALCS\LA COSTA BLDG 8 AREA 8B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 8, AREA 8B WATER SUPPLY CURVE 108+ I 104.4 psi @ 1663 gpm-> * I Flow Test Point 99+ 90+ 8.1+ Ix P 72+ R I B 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 H I X = Required Water Supply 75.00 psi @ 221.6 gpm 9+ I 0 = Available Water Supply 'I I .106.16 psi @ 221.6 gpm 0++_+___+____+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System I PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 9A; BUILDING 9 SHELL REMOTE AREA: HAZARD: LH_ OH-1 OH-11 X EH-1 EH-II RES I NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET I AREA/SPRINKLER: 130 SQ. FT. USED; 130 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 73 1Y2131 SSU 4.2 1/2 200 53 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1500 S.F. I END SPRINKLER: 26.0 GPM @ 24.0 PSI. NO. OF SPRINKLERS FLOWING: 13 I HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 348.5 GPM @ 52.1 PSI AT PUMP DISCHARGE NA GPM @ NA PSI AT SOURCE 598.5 GPM @ 93.6 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) RC .106.2 104.4 .1663.0 105.9 598.5 93.6 AGGREGATE FLOW. ANALYSIS: TOTAL FLOW AT SOURCE .598.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 348.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RC 283.0 SOURCE 93.6 598.5 Ui 283.0 - - - - 93.6 U2 309.0 - - - - 82.3 U3 327.0 - - - - 74.5 U4 324.0 - - - - 60.7 U5 321.3 - - - - 61.8 B2 319.0 - - - - 62.8 BI 318.0 - - - - 63.2 U6 323.0 - - - - 61.0 U7 323.0 - - - - 60.9 - - - U8 305.0 - - - - 68.9 - - - U9 333.5 - - - - 56.4 37 334.0 - - - - 56.1 - - - B6 334.0 - - - - 56.1 UIO 339.0 - - - - 53.8 Ull 343.0 - - - - 52.0 U12 345.0 - - - - 51.0 U13 343.0 - - - - 51.8 B23 33.9.0 - - - - 53.4 U14 339.0 - - - - 53.4 B9 338.0 HOSE STREAM 53.7 250.0 B8 338.0 - - - - 53.7 DPI 285.0 - - - - 92.7 RP1IN 290.0 - - - - 90.5 - - - RP•1OUT 290.0 - - - - 75.5 DP2 285.0 - - - - 77.7 DP3 327.0 - - - - 74.4 RP2IN 332.0 - - - - 72.2 RP20UT 332.0 - - - - 57.2 DP4 327.0 - - - - 59.4 P5 335.0 - - - - 54.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) P6 335.0 - - - - 53.9 D9 335.0 - - - - 5:35 BR9 338.0 - - - - 52.1 TR9 353.7 - - - - 42.6 1 3.53.7 - - - - 36.8 2 353.7 - - - - 36.8 3 354.2 - - - - 30.9 4 3.54.5 - - - - 30.1 5 354.8 - - - - 29.8 701 354.2 K= 5.30 29.0 28.5 702 354.2 K= 5.30 28.7 28.4 .703 354.2 K= 5.30 28.6 28.4 .704 354.5 K= 5.30 25.8 26.9 .70.5 354.5 K= 5.30 25.0 .26.5 706 354.5 K= 5.30 24.5 26.2 .70.7 354.5 K= 5.30 24.3 26.1 708 354.5 K= 5.30 24.2 26.1 709 354.8 K= 5.31 2.5.5 26.8 .710 354.8 K= 5.31 24.7 .26.4 711 3.54.8 K= 531 24.3 262 .7:12 354.8 K= .5:3.1 24.0 26.0 713 354.8 K= 5.31 24.0 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A 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: 1 598.5 11.938 PL 2.5.00 PF 0.0 SRC 283.0 SRCE 93.6 (N/A) 1.7 .1.50 FTG ---- PE 0.0 U]. 283.0 0.0 93.6 0.0 0.000 TL 25.00 PV Pipe: 2 309.6 11.938 PL 46.5.00 PF 0.0 U]. 283.0 0.0 93.6 0.0 0.9 150 FTG ---- PE -11.3 U2 309.0 0.0 82.3 0.0 0.000 TL 465.00 PV Pipe: 3 .309.6 16.8.76 PL 552.00 PF 0.0 U2 309.0 0.0 82.3 0.0 0.4 150 FTG T2L PE -7.8 U3 327.0 0.0 74.5 0.0 0.000 TL .781.68 PV Pipe: 4 309.6 9.514 PL 20.00 PF 0.0 U3 327.0 0.0 74.5 0.0 1.4 150 FTG TG PE 0.0 DP3 327.0 0.0 74.4 0.0 0.000 TL 108.00 PV Pipe: 5 309.6 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 74.4 0.0 1.1 140 FTG L PE -2.2 RP2IN 332.0 0.0 .72.2 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 72.2 0.0 15.0 psi, 309.6 gpm RP20UT 332.0 0.0 57.2 0.0 Pipe: 7 30.9.6 10.520 PL 5.00 PF 0.0 RP20UT 332.0 0.0 57.2 0.0 1.1 140 FTG L PE 2.2 DP4 327.0 0.0 59.4 0.0 0.000 TL 31.00 PV Pipe: 8 30.9.6 9.514 PL 138.00 PF 0.1 DP4 327.0 0.0 59.4 0.0 1.4 150 FTG LG PE 1.3 U4 324.0 0.0 60.7 0.0 0.000 TL 172.00 PV Pipe: 9 116.7 7.758 PL 6.7.00 PF 0.0 U4 324.0 0.0 60.7 0.0 0.8 150 FTG G PE 1.2 U5 321.3 0.0 61.8 0.0 0.000 TL 74.00 PV Pipe: 10 .116.7 .7.758 PL 106.00 PF 0.0 US 321.3 0.0 61.8 0.0 0.8 150 FTG LG PE 1.0 B2 319.0 0.0 62.8 0.0 0.000 TL 135.00 PV Pipe: 11 1.16.7 7.758 PL 214.00 PF 0.0 B2 319.0 0.0 62.8 0.0 0.8 150 FTG 2LG PE 0.4 B]. 318.0 0.0 63.2 0.0 0.000 TL 265.00 PV Pipe: 12 116.7 7.758 FL 457.00 PF 0.1 B]. 318.0 0.0 63.2 0.0 0.8 150 FTG LG PE -2.2 U6 323.0 0.0 61.0 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A 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: 13 116.7 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 61.0 0.0 0.8 150 FTG TLG PE 0.0 U7 323.0 0.0 60.9 0.0 0.000 TL 1.76.00 PV Pipe: 14 288.9 9.514 PL 55.00 PF 0.0 Ui 283.0 0.0 93.6 0.0 1.3 150 FTG TG PE -0.9 DPi 285.0 0.0 92.7 0.0 0.000 TL 143.00 PV Pipe: 15 288.9 10.520 PL 5.00 PF 0.0 DPi 285.0 0.0 92.7 0.0 1.1 140 FTG L PE -2.2 RPiIN 290.0 0.0 90.5 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 90.5 0.0 15.0 psi, 288.9 gpm RPIOUT 290.0 0.0 75.5 0.0 Pipe: 17 288.9 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 75.5 0.0 1.1 140 FTG L PE 2.2 DP2 285.0 0.0 77.7 0.0 0.000 TL 31.00 PV Pipe: 18 288.9 9.514 PL 292.00 PF 0.1 DP2 285.0 0.0 77.7 0.0 1.3 150 FTG 2LG PE -8.7 U8 305.0 0.0 68.9 0.0 0.000 TL 352.00 PV Pipe: 19 288.9 7.758 PL 220.00 PF 0.2 U8 305.0 0.0 68.9 0.0 2.0 150 FTG 2G PE -7.8 U7 323.0 0.0 60.9 0.0 0.001 TL 234.00 PV Pipe: 20 193.0 7.758 PL 344.00 PF 0.1 U4 324.0 0.0 60.7 0.0 1.3 150 FTG TG PE -4.1 U9 333.5 0.0 56.4 0.0 0.000 TL 410.00 PV Pipe: 21 193.0 7.758 PL 150.00 PF 0.1 U9 333.5 0.0 56.4 0.0 1.3 150 FTG 2L PE -0.2 B7 334.0 0.0 56.1 0.0 0.000 TL 194.00 PV Pipe: 22 193.0 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 56.1 0.0 1.3 150 FTG ---- PE 0.0 B6 334.0 0.0 56.1 0.0 0.000 TL 5.00 PV Pipe: 23 193.0 .7.758 PL 338.00 PF 0.1 B6 334.0 0.0 56.1 0.0 1.3 150 FTG ---- PE -2.2 U10 339.0 0.0 53.8 0.0 0.000 TL 338.00 PV Pipe: 24 193.0 7.758 PL 309.00 PF 0.1 U1O 339.0 0.0 53.8 0.0 1.3 150 FTG T2L PE -1.7 Ull 343.0 0.0 52.0 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A 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: 25 193.0 .7.758 PL 201.00 PF 0.1 Ull 343.0 0.0 52.0 0.0 1.3 150 FTG LG PE -0.9 U12 345.0 0.0 51.0 0.0 0.000 TL 230.00 PV Pipe: 26 .193.0 7.758 PL 222.00 PF 0.1 U12 345.0 0.0 5.1.0 0.0 1.3 150 FTG T2LG PE 0.9 U13 343.0 0.0 51.8 0.0 0.000 TL 332.00 PV Pipe: 27 193.0 7.758 PL 201.00 PF 0.1 U13 343.0 0.0 51.8 0.0 1.3 150 FTG L PE 1.7 B23 339.0 0.0 53.4 0.0 0.000 TL 223.00 PV Pipe: 28 193.0 .7.758 PL 76.00 PF 0.0 B23 339.0 0.0 .53.4 0.0 1.3 150 FTG C PE 0.0 U14 339.0 0.0 53.4 0.0 0.000 TL 83.00 PV Pipe: 29 .193.0 .7.758 PL 383.00 PF 0.2 U14 339.0 0.0 53.4 0.0 1.3 150 FTG TG PE 0.4 B9 338.0 H.S. 53.7 250.0 0.000 TL 449.00 PV Pipe: 30 -405.5 7.758 PL 10.00 PF 0.0 B9 338.0 H.S. 53.7 250.0 2.8 150 FTG ---- PE 0.0 B8 338.0 0.0 53.7 0.0 0.001 TL 10.00 PV Pipe: 31 -405.5 7.758 PL 488.00 PF 0.7 B8 338.0 0.0 53.7 0.0 2.8 150 FTG TG PE 6.5 U7 323.0 0.0 60.9 0.0 0.001 TL 554.00 PV Pipe: 32 348.5 5.914 PL 175.00 PF 1.0 B9 338.0 H.S. 53.7 250.0 4.1 150 FTG T2LG PE 1.3 P5 335.0 0.0 54.0 0.0 0.004 TL 255.00 PV Pipe: 33 348.5 6.400 PL 6.00 PF 0.2 P5 335.0 0.0 54.0 0.0 3.5 140 FTG CG PE 0.0 P6 335.0 0.0 53.9 0.0 0.003 TL 62.00 PV Pipe: 34 348.5 5.914 PL 68.00 PF 0.4 P6 335.0 0.0 53.9 0.0 4.1 150 FTG 2L PE 0.0 D9 335.0 0.0 53.5 0.0 0.004 TL 96.00 PV Pipe: 35 348.5 6.400 PL 6.00 PF 0.1 D9 335.0 0.0 53.5 0.0 3.5 140 FTG L PE -1.3 BR9 338.0 0.0 52.1 0.0 0.003 TL 20.00 PV Pipe: 36 348.5 3.314 PL 19.33 PF 2.8 BR9 338.0 0.0 52.1 0.0 13.0 120 FTG 2L PE -6.8 TR9 353.7 0.0 42.6 0.0 0.095 TL 29.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A 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: 37 348.5 3.314 PL 50.75 PF 5.8 TR9 353.7 0.0 42.6 0.0 13.0 120 FTG 2L PE 0.0 1 353.7 0.0 36.8 0.0 0.095 TL 60.75 PV Pipe: 38 0.0 3.314 PL 2.50 PF 0.0 1 353.7 0.0 36.8 0.0 0.0 120 FTG T PE 0.0 2 353.7 0.0 36.8 0.0 0.000 TL 17.50 PV Pipe: 39 348.5 3.314 PL 25.00 PF 5.7 1 353.7 0.0 36.8 0.0 13.0 120 FTG T4L PE -0.2 3 354.2 0.0 30.9 0.0 0.095 TL 60.00 PV Pipe: 40 263.2 3.314 PL 12.00 PF 0.7 3 354.2 0.0 30.9 0.0 9.8 120 FTG ---- PE -0.1 4 354.5 0.0 30.1 0.0 0.057 TL 12.00 PV Pipe: 41 131.4 3.314 PL 11.00 PF 0.2 4 354.5 0.0 30.1 0.0 4.9 120 FTG ---- PE -0.1 5 354.8 0.0 29.8 0.0 0.016 TL 11.00 PV Pipe: 42 85.3 2.203 PL 27.33 PF 1.9 3 354.2 0.0 30.9 0.0 7.2 120 FTG T PE 0.0 701 354.2 5.3 29.0 28.5 0.051 TL 37.33 PV Pipe: 43 56.8 2.203 PL 10.67 PF 0.3 701 354.2 5.3 29.0 28.5 4.8 120 FTG ---- PE 0.0 702 354.2 5.3 28.7 28.4 0.024 TL 10.67 PV Pipe: 44 28.4 2.203 PL 10.67 PF 0.1 702 354.2 5.3 28.7 28.4 2.4 120 FTG ---- PE 0.0 703 354.2 5.3 28.6 28.4 0.007 TL 10.67 PV Pipe: 45 131.8 2.203 PL 27.33 PF 4.3 4 354.5 0.0 30.1 0.0 11.1 120 FTG T PE 0.0 704 354.5 5.3 25.8 26.9 0.115 TL 37.33 PV Pipe: 46 104.9 2.203 PL 10.67 PF 0.8 704 354.5 5.3 25.8 26.9 8.8 120 FTG ---- PE 0.0 705 354.5 5.3 25.0 26.5 0.075 TL 10.67 PV Pipe: 47 78.4 2.203 PL 10.67 PF 0.5 705 354.5 5.3 25.0 26.5 6.6 120 FTG ---- PE 0.0 706 354.5 5.3 24.5 26.2 0.044 TL 10.67 PV Pipe: 48 52.2 2.203 PL 10.67 PF 0.2 706 354.5 5.3 24.5 26.2 4.4 120 FTG ---- PE 0.0 707 354.5 5.3 24.3 26.1 0.021 TL 10.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VE.L(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) EL/FT (PSI) Pipe: 49 26.1 2.203 PL 10.67 FE 0.1 707 354.5 5.3 24.3 26.1 2.2 .120 FTG FE 0.0 708 354.5 5.3 24.2 26.1 0.006 TL 10.67 PM Pipe: .50 131.4 2.203 FL 27.33 PF 4.3 5 354.8 0.0 29.8 0.0 11.1 120 FTG T FE 0.0 709 354.8 5.3 25.5 26.8 0.114 TL 37.33 PM Pipe: 51 104.6 2.203 FL 10.67 FE 0.8 709 354.8 5.3 25.5 26.8 8.8 120 FTG ---- FE 0.0 710 354.8 5.3 24.7 26.4 0.075 TL 10.67 P.M Pipe: 52 78.2 2.203 FL 10.67 P:F 0.5 710 354.8 5.3 24.7 26.4 6.6 120 :FTG PE 0.0 711 354.8 5.3 24.3 26.2 0.044 TL 10.67 PM Pipe: 53 .5..0 .2.203 PL .10.67 •PF 0.2 711 3.54.8 5.3 24.3 26.2 4.4 120 FTG ---- FE 0.0 7.12 3.54.8 .5.3 24.0 26.0 . 0.02...L 10.67 PM Pipe: 54 26.0 2.203 PL 10.67 FE 0.1 71.2 354.8 5.3 24.0 26.0 2.2 120 FTG FE 0.0 713 3.548 .53 24.0 26.0 0.006 TL 10.67 PM NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 160806.2.1 granted by HRS Systems, inc. 479.2 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.141 gpm. Total .pressre at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 39. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii Ch•kVlv Bf.yVlv GatVlv AimChk DPV•iv NPTee 11.938 2.7.00 60.00 .18.00 65.00 21.00 6.00 4.5.00 45.00 60.00 16.8.76 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 Ch•kVlv Bf.yVlv GatVlv A•imChk DPVlv NPTee 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 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEi.l ChkViv Bf.yV.lv GatVlv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE.l..l CiikViv Bf.yV.lv GatVlv NPTee 5.914 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0.00 0.00 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A 0 0 0 0 0 C'., 0 0 0 0 0 0 0 0 Dx IV 04 rlø 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C%1 0 ('.1 04tz)U)U)z) QU)d—. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A WATER SUPPLY CURVE .108+ I .104.4 psi @ 1663 gpm-> * I Flow Test Point 99+ I X 90+ 81+ P72+ R I E I S I S 63+ U I R I E I 54+ ( I P I S I I 4.5+ ) I 36+ 2.7+ 18+ LEGEND I, I X = Required Water Supply I 93.58 psi @ 598.5 gpm 9+ I 0 = Available Water Supply " 10.5.93 psi @ 598.5 gpm 0++_+___+____+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/25/2014 C:\H•ASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9A Utility Report: Equivalent K_Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor ----------------------------------------------------------------------- .701 5.60 7.00 1.080 1.00 TT 12.52 120.00 5.30 Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len.(ft) Len.(ft) coef. K-factor ----------------------------------------------------------------------- 709 .5.60 7.00 1.080 0.50 TT 12.02 120.00 5.31 HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System I PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA I CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 913; BUILDING 9 ROOF TOWER REMOTE AREA: HAZARD: LH X OH-1 OH-11 EH-1 EH-11 RES I NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET I AREA/SPRINKLER: 120 SQ. FT. USED; 120 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY 1Y3131 SSU 5.6 1/2 200 73 1Y2131 SSU 4.2 1/2 200 53 CALCULATION DATA: DENSITY/AREA: .10 GPM/SF OVER ENTIRE AREA END SPRINKLER: 12.0 GPM @ 8.2 PSI. NO. OF SPRINKLERS FLOWING: 9 HOSE STREAM ALLOWANCE: 100 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 124.7 GPM @ 47.5 PSI AT PUMP DISCHARGE NA GPM @ NA PSI AT SOURCE 224.7 GPM @ 86.8 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page .1 DATE: 2/25/20.14 C:\HASS DAT•A\LA COSTA CALCS\L'A COSTA BLDG 9 AREA 9B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9B WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SRC 106.2 .104.4 1663.0 AVAIL. TOTAL R:EQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 106.2 224.7 86.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 224.7 GPM TOTAL HOSE STREAM A'L'LOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 124.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 86.8 224.7 UI 283.0 - - - - 86.8 U2 309.0 - - - - 7.5.5 U3 327.0 - - - - 67.7 U4 324.0 - - - - 54.0 US 321.3 - - - - 55.1 B2 31.9.0 - - - - 56.1 BI 318.0 - - - - 56.6 U6 323.0 - - - - 54.4 U7 3.2:30 - - - - 54.4 U8 305.0 - - - - 62.2 U9 .333.5 - - - - 49.8 37 334.0 - - - - 49.6 B6 334.0 - - - - 49.6 UlO 3390 - - - - 4.74 - - - Uli 343.0 - - - - 45.7 U12 345.0 - - - - 44.8 U13 343.0 - - - - 45.6 B23 339.0 - - - - 4.7•4 U14 339.0 - - - - 47.4 39 338.0 HOSE STREAM 47.8 .100.0 B8 338.0 - - - - 47.8 DPI 285.0 - - - - 85.9 RP1IN 290.0 - - - - 83.7 - - - RP10UT 290.0 - - - - 68.7 DP2 285.0 - - - - 70.9 D'P3 327.0 - - - - 67.7 RP2IN 3:320 - - - - 65.5 RP20.UT 332.0 - - - - 50.5 DP4 327.0 - - - - 52.7 P5 335.0 - - - - 48.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\L'A COSTA BLDG 9 AREA 9B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT)- (PSI) (GPM) P6 33.5.0 - - - - 48.9 D9 33.5.0 - - - - 48.8 BR9 3380 - - - - 47.5 TR9 353.7 - - - - 40.3 1 353.7 - - - - 3.9.5 2 353.7 - - - - 3.9.2 6 353.7 - - - - 31.9 7 368.3 - - - - 1.5.6 - - - 8 368.3 - - - - 14.1 - - - 801 368.3 K= 4.20 12.9 15.1 802 368.3 K= 4.20 10.9 13.9 803 368.3 K= 4.20 10.1 13.4 804 368.3 K= 4.20 8.5 12.3 80.5 368.3 K= 4.20 8.2 12.0 806 371.2 K= 4.20 1.1.9 14.5 80.7 368.3 K= 4.20 .13.6 15.5 808 368.3 K= 4.20 1.1.5 14.2 809 368.3 K= 4.20 11.0 13.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/2512014 C:\H-ASS DATMLA COSTA CALCSLA COSTA BLDG 9 AREA 9B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9B PIPE DATA PIPE TAG END ELEM. :NOZ -NODES (FT) (K) Pipe: .1 SRC 283.0 SRCE UI 283.0 0.0 Pipe: 2 UI 283.0 0.0 U2 30.9.0 0.0 Pipe: 3 U2 30.9.0 0.0 U3 327.0 0.0 Pipe: 4 3-27.0 0.0 DP3 327.0 0.0 Pipe: -5 DP3 327.0 0.0 RP2IN 332.0 0.0 Pipe: 6 -RP2IN 332.0 0.0 RP20.UT 332.0 0.0 Pipe: 7 RP2O.UT 332.0 0.0 DP4 327.0 0.0 Pipe: 8 DP4 32.7.0 0.0 U4 324.0 0.0 Pipe: 9 U4 324.0 US 32.1.3 Pipe: .10 U-5 321.3 B2 3.19.0 Pipe: -1-1 -B2 319.0 :BI 318.0 Pipe: 12 BI 318.0 U6 -323.0 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. ME'L(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) 224.7 11.938 PL 25.00 PF 0.0 86.8 (N/A) 0.6 150 FTG ---- PE 0.0 86.8 0.0 0.000 TL 2.5.00 PM, 116.3 11.938 PL 465.00 PF 0.0 86.8 0.0 0.3 150 FTG ---- PE -11.3 7.5.5 . 0.0 0.000 TL 46.5.00 PM 116.3 16.876 -PL .552.00 PF 0.0 75.5 0.0 0.2 150 FTG T2L-PE -7.8 67.7 0.0 0.000 TL 781.68 PM 116.3 .9.514 PL 20.00 PF 0.0 67.7 0.0 0.5 150 -FTG TG PE 0.0 67.7 0.0 0.000 TL 108.00 -PM 116.3 10.520 PL .5.00 PF 0.0 67.7 0.0 0.4 140 FTG L -PE -2.2 65.5 0.0 0.000 TL 31.00 PM FIXED PRESSURE LOSS DEVICE 65.5 0.0 .15.0 psi, 116.3 gpm -50..5 0.0 116.3 10.520 PL 5.00 PF 0.0 -50.-S 0.0 0.4 140 FTG - LP-E 2.2 52.7 0.0 0.000 TL 31.00 PM 116.3 9.514 PL 138.00 PF 0.0 52.7 0.0 0.5 150 FTG LG -PE 1.3 -54.0 0.0 0.000 TL 172.00 PM 43.8 7.758 PL 67.00 PF 0.0 0.0 0.3 150 -FTG G PE 1.2 0.0 0.000 TL 74.00 PM 43.8 .7.758 PL 106.00 PF 0.0 0.0 0.3 150 FTG LG PE 1.0 0.0 0.000 TL 135.00 PM 43.8 7.758 -PL 214.00 PF 0.0 0.0 0.3 150 FTG 2-LG :PE 0.4 0.0 0.000 TL 265.00 -PV 43.8 7.758 PL 457.00 PF 0.0 0.0 0.3 150 :FTG -LG-PE-2.2 0.0 0.000 TL 486.00 p-v 0.0 -54.0 0.0 55.1 0.0 5-5.-i 0.0 -56.-i 0.0 -56.-i 0.0 56.6 0.0 .56.6 0.0 -54.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9B 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 43.8 .7.758 PL 88.00 PF 0.0 U6 323.0 0.0 54.4 0.0 0.3 1.50 FTG TLG PE 0.0 U7 323.0 0.0 54.4 0.0 0.000 TL 176.00 PV Pipe: 14 108.5 9.514 PL 55.00 PF 0.0 Ui 283.0 0.0 86.8 0.0 0.5 150 FTG TG PE -0.9 DPi 285.0 0.0 85.9 0.0 0.000 TL 143.00 PV Pipe: 15 108.5 10.520 PL 5.00 PF 0.0 DPI 285.0 0.0 85.9 0.0 0.4 140 FTG L PE -2.2 RP1IN 290.0 0.0 83.7 0.0 0.000 TL 31.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 83.7 0.0 15.0 psi, .108.5 gpm RPIOUT 290.0 0.0 68.7 0.0 Pipe: 1.7 108.5 10.520 PL 5.00 PF 0.0 RP10tJT 290.0 0.0 68.7 0.0 0.4 140 FTG L PE 2.2 DP2 285.0 0.0 70.9 0.0 0.000 TL 31.00 PV Pipe: 18 108.5 9.514 PL 292.00 PF 0.0 DP2 285.0 0.0 70.9 0.0 0.5 150 FTG 2LG PE -8.7 U8 305.0 0.0 62.2 0.0 0.000 TL 352.00 PV Pipe: 19 108.5 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 62.2 0.0 0.7 150 FTG 2G PE -7.8 U7 323.0 0.0 54.4 0.0 0.000 TL 234.00 PV Pipe: 20 .72.5 7.758 PL 344.00 PF 0.0 U4 324.0 0.0 54.0 0.0 0.5 150 FTG TG PE -4.1 U9 333.5 0.0 49.8 0.0 0.000 TL 410.00 PV Pipe: 21 72.5 7.758 PL 150.00 PF 0.0 U9 333.5 0.0 49.8 0.0 0.5 150 FTG 2L PE -0.2 B7 334.0 0.0 49.6 0.0 0.000 TL 194.00 PV Pipe: 22 72.5 .7.758 PL 5.00 PF 0.0 37 334.0 0.0 49.6 0.0 0.5 150 FTG ---- PE 0.0 36 334.0 0.0 49.6 0.0 0.000 TL 5.00 PV Pipe: 23 72.5 7.758 PL 338.00 PF 0.0 B6 334.0 0.0 49.6 0.0 0.5 150 FTG ---- PE -2.2 U10 339.0 0.0 47.4 0.0 0.000 TL 338.00 PV Pipe: 24 72.5 7.758 PL 309.00 PF 0.0 U10 339.0 0.0 47.4 0.0 0.5 150 FTG T2L PE -1.7 Uli 343.0 0.0 45.7 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9B 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 72.5 7.758 PL 201.00 PF 0.0 Ull 343.0 0.0 45.7 0.0 0.5 150 FTG LG PE -0.9 U12 345.0 0.0 44.8 0.0 0.000 TL 230.00 PV Pipe: 26 72.5 .7.758 PL 222.00 PF 0.0 U12 345.0 0.0 44.8 0.0 0.5 150 FTG T2LG PE 0.9 U13 343.0 0.0 45.6 0.0 0.000 TL 332.00 PV Pipe: 27 72.5 7.758 PL 201.00 PF 0.0 U13 343.0 0.0 45.6 0.0 0.5 150 FTG L PE 1.7 B23 339.0 0.0 47.4 0.0 0.000 TL 223.00 PV Pipe: 28 72.5 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 47.4 0.0 0.5 150 FTG G PE 0.0 U14 339.0 0.0 47.4 0.0 0.000 TL 83.00 PV Pipe: 29 72.5 7.758 PL 383.00 PF 0.0 U14 339.0 0.0 47.4 0.0 0.5 150 FTG TG PE 0.4 B9 338.0 H.S. 47.8 100.0 0.000 TL 449.00 PV Pipe: 30 -152.3 7.758 PL 10.00 PF 0.0 B9 338.0 H.S. 47.8 100.0 1.0 150 FTG ---- PE 0.0 B8 338.0 0.0 47.8 0.0 0.000 TL 10.00 PV Pipe: 31 -152.3 7.758 PL 488.00 PF 0.1 B8 338.0 0.0 47.8 0.0 1.0 150 FTG TG PE 6.5 U7 323.0 0.0 54.4 0.0 0.000 TL 554.00 PV Pipe: 32 124.7 5.914 PL 175.00 PF 0.1 B9 338.0 H.S. 47.8 100.0 1.5 150 FTG T2LG PE 1.3 P5 335.0 0.0 48.9 0.0 0.001 TL 255.00 PV Pipe: 33 124.7 6.400 PL 6.00 PF 0.0 P5 335.0 0.0 48.9 0.0 1.2 140 FTG CG PE 0.0 P6 335.0 0.0 48.9 0.0 0.000 TL 62.00 PV Pipe: 34 124.7 5.914 PL 68.00 PF 0.1 P6 335.0 0.0 48.9 0.0 1.5 150 FTG 2L PE 0.0 D9 335.0 0.0 48.8 0.0 0.001 TL 96.00 PV Pipe: 35 124.7 6.400 PL 6.00 PF 0.0 D9 335.0 0.0 48.8 0.0 1.2 140 FTG L PE -1.3 BR9 338.0 0.0 47.5 0.0 0.000 TL 20.00 PV Pipe: 36 124.7 3.314 PL 19.33 PF 0.4 BR9 338.0 0.0 47.5 0.0 4.6 120 FTG 2L PE -6.8 TR9 353.7 0.0 40.3 0.0 0.014 TL 29.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9B 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: 37 124.7 3.314 PL 50.75 PF 0.9 TR9 353.7 0.0 40.3 0.0 4.6 120 FTG 2L PE 0.0 1 353.7 0.0 39.5 0.0 0.014 TL 60.7.5 PV Pipe: 38 124.7 3.314 PL 2.50 PF 0.2 1 353.7 0.0 39.5 0.0 4.6 120 FTG T PE 0.0 2 353.7 0.0 39.2 0.0 0.014 TL 17.50 PV Pipe: 39 124.7 2.203 PL 60.75 PF 7.3 2 3.53.7 0.0 39.2 0.0 10.5 120 FTG T PE 0.0 6 353.7 0.0 31.9 0.0 0.104 TL .70.75 PV Pipe: 40 124.7 1.639 PL 14.66 PF 9.9 6 353.7 0.0 31.9 0.0 19.0 120 FTG T PE -6.4 7 368.3 0.0 15.6 0.0 0.438 TL 22.66 PV Pipe: 4.1 66.6 1.408 PL 3.50 PF 2.7 7 368.3 0.0 15.6 0.0 13.7 120 FTG T PE 0.0 801 368.3 4.2 12.9 15.1 0.287 TL 9.50 PV Pipe: 42 51.5 1.408 PL 8.00 PF 2.0 801 368.3 4.2 12.9 15.1 10.6 120 FTG E PE 0.0 802 368.3 4.2 10.9 13.9 0.179 TL 11.00 PV Pipe: 43 37.6 1.408 PL 8.00 PF 0.8 802 368.3 4.2 10.9 13.9 7.8 120 FTG ---- PE 0.0 803 368.3 4.2 10.1 13.4 0.100 TL 8.00 PV Pipe: 44 24.3 1.080 PL 8.00 PF 1.6 803 368.3 4.2 10.1 13.4 8.5 120 FTG E PE 0.0 804 368.3 4.2 8.5 12.3 0.161 TL 10.00 PV Pipe: 45 12.0 1.080 PL 8.00 PF 0.4 804 368.3 4.2 8.5 12.3 4.2 120 FTG ---- PE 0.0 805 368.3 4.2 8.2 12.0 0.044 TL 8.00 PV Pipe: 46 58.1 1.408 PL 1.00 PF 1.6 7 368.3 0.0 15.6 0.0 12.0 120 FTG T PE 0.0 8 368.3 0.0 14.1 0.0 0.223 TL 7.00 PV Pipe: 47 14.5 1.080 PL 7.50 PF 0.9 8 368.3 0.0 14.1 0.0 5.1 120 FTG ET PE -1.2 806 371.2 4.2 11.9 14.5 0.062 TL 14.50 PV Pipe: 48 43.6 1.408 PL 3.50 PF 0.5 8 368.3 0.0 14.1 0.0 9.0 120 FTG ---- PE 0.0 807 368.3 4.2 13.6 15.5 0.131 TL 3.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2 /2 5/2014 C:'\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9B 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 .28.2 1.080 PL 8.00 PE 2.1 807 368.3 4.2 13.6 .1.5.5 .9.9 .120 FTG E PE 0.0 808 368.3 4.2 11.5 14.2 0.213 TL 10.00 PM Pipe: .50 13.9 1.080 PL 8.00 •PF 0.5 808 368.3 4.2 11.5 14.2 4.9 .120 FTG ---- PE 0.0 809 368.3 4.2 11.0 13.9 . 0.0.58 TL 8.00 PM NOTES (HASS) Calculations were performed by the HASS ..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 0.092 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.0 ft/sec at pipe 40. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: .120 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G A D N Eli Tee LngE•ll Chk.Vlv BfyVlv Gatvlv •A•imChk DPViv NPTee 11.938 27.00 60.00 18.00 65.00 21.00 6.00 4.5.00 4.5.00 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: DynafI HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell. Tee LngE.li ChkVi.v BfyViv GatV•Iv AlmChk DPVlv NPTee 2.203 5.00 10.00 3.00 .1.1.00 6.00 1.00 10.00 12.00 12.00 3.314 .7.00 1.5.00 5.00 .16.00 10.00 .1.00 13.00 .16.00 19.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9B PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngE.l.i ChkVlv Bf.yVlv GatVlv NPTee 6.400 22.00 4.7.00 14.00 51.00 .16.00 5.00 47.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: •F MATERIAL: PVC200 WIC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T •L C B G A D N Eli Tee Lng.EI.i ChkVlv B.fyVIv GatVl.v NPTee 5.914 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0.00 0.00 7.7.58 31.00 59.00 22.00 76.00 20.00 .7.00 59.00 0.00 0.00 9.5.14 3.5.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 PAGE: G MATERIAL: D.ynath HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl1 ChkVlv Bf.yVIv Gatvlv 1.080 2.00 5.00 2.00 5.00 6.00 1.00 0.00 0.00 0.00 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 '.0 '-4 0 0 Cs.' I-I 0 0 0 '-I 0 0 co 0 '.0 0 0 Im SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page .9 DATE: 2/25/2014 C:\HASS DATANLA COSTA CALCS\LA COSTA BLDG 9 AREA 9B.SD.F JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9:B 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 cli 0 '.0 Cs., -I 04:LLzl U) U) Q,(d—. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/25/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 9 AREA 9B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 9, AREA 9B WATER SUPPLY CURVE .108+ I 104.4 psi @ 1663 gpm-> * I Flow Test Point 99~ 90+ Ix 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 U I X = Required Water Supply I 86.7.7 psi @ 224.7 gpm 9+ I 0 = Available Water Supply " 106.16 psi 8 224.7 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 4,4;- O OLIVENHAIN MUNE 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 AVE1 CARLSBAD PARCEL NUNBR: LOT NUMBER: SERVICE CODE: FFLO > FIRE FLOW TEST MTR LOCAT'N: FIRE LOAT'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 #: ANT PD BY CUST: INSTRUCTIONS -------- FIRE FLOW TEST JAMES CHENEY 619-572-1407 j amesc@paramountfirecom. corn E/R #1 SN: E/R #2 SN: MXtJ ID: DATE EMPLOYEE TIME NAME ---------------- i) .tscj = = = = = = = = = = ROUTING = = = = = = = = = FIELD DH ENGINEER DEPT SIGND BY DATE === ----------- I* ------------------ ahliq --- COMPLETED BY DATE OLIVENHAIN MUNICIPAL WATER DISTRICT Fire Flow Test Results Service Order# 05&1 Work Order# 50 000c) EAM# Flow Test Requested By c.foil .15-12, 14e Project Name Lx (rs +x 4,r t i j City C&oo)! County j)€ ô 3 OMWD Personnel Conducting Test 1\ AQVk 0 bAi, Qb bA 4i Date I LILt jLrithe 9;zo4two Address (4 c4-. ('. Pressure Zone i Potential Impact To Zone Reservoirs Involved P.R. Stations Involved c+ CA- OA L4 Static Pressure (prior to flow test) P.S.I. I Residual Pressure (during flow test) P.S.I. t I ( PITOT Residual Pressure, 2 1/2 inch port P.S.I. Calculated Flow G.P.M. I Lo t,3 Comments Test Results Reviewed By: I. FIRE S YS TENS INC. FLOW TEST REQUEST SHEET PROJECT: La Costa Town Square STATIC: Jcti, LflIMej RESIDUAL: L' c1 ) MOT: FLOW: -- ko DATE / TIME: Approx LOCATION OF HYDRANTS: La Costa Ave. east of Ranc" ADDRESS & CROSS STREETS: La Costa Ave and Rand TESTED BY:.Olivenhain Municipal Water District. Provide map below. Specify hydrant to flow (F) and hydrant -to gauge (U). - 2iJ4f, T '' •1 • N Ii . :. • S • S S • S • S ri 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 VOL3 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 NORYLYM, 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) 1 0 Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) El - with OS & Y gate valves (standard) L - less shut-off valves (flanged body connections) fl LM - less water meter - with remote reading meter fl - with gpm meter (standard) CFM - with cu ft/min meter G - with groove end gate valves D FG - with flanged inlet gate connection and grooved outlet gate connection E] MS - with Integral Relief Valve Monitor Switch E] P1 - with Post Indicator Gate Valve (3-10°) Accessories 0 Air gap (Model AG) Repair kit (rubber only) 0 Thermal expansion tank (Model XT) E] OS & Y Gate valve tamper switch (OSY-40) E] 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 MODEL 375DA0 SHOWN ABOVE DIMENSION (approxnate) WEIGHT MODEL 375DA SIZE A B LESS GATE VALVES ,.., E os&'v OPEN E OS&Y CLOSED LESS GATE VALVES WITH OS&Y GATE VALVES 21/2 65 1 31 787 .157/81403 71/4 184 9 229 163/61416 137/8 352 91/2 241 83/8 213 75 34 185 84 3 80 1 32 813 157/8 403 71/4 184 9 229 187/8 479 155/8 397 91/2 241 83/8 213 78 35.4 208 94.4 4 100 375/8 191/2 495 8 9 229 223/4 578 iiiT4 79 7 1/4 184 116 52.7 306 138.9 6 150 443/4 1137 231/2 597 10 254 101/2 267 301/8 765 233/4 603 14 9 1/4 235 194 88 494 224.3 8 200 603/4 1543 373/4 959 11 279 151/2 394 373/4 959 291/4 743 464q 318 91 163/4 42 382 173.4 858 390 10 250 633/4 1619 373/4 959 11 279 151/2 394 453/4 1162 353/6 899 91 163/4 426 412 187 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-3750A 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272. Fax 905-405-1292 Patent No. 5,913, 331 Product No. Model 3750A www.zurn.com Page 1 of 2 OUTDOOR INSTALLATION DIRECTION OF FLOW CD INDOOR INSTALLATION Flow Characteristics MODEL 375DA2 1/2",3" & 4" (STANDARD & METRIC) FLOW RATES (115) 0.0 12.6 25.2 37.9 20 2 112' (65mm)= _________ • 0mm) _________ 915 0 - 0 200 400 600 FLOW RATES (GPM) MODEL 375DA6", 8" & 10" (STANDARD & METRIC) FLOW RATES (Us) 0.0 63.1 126.2 189.3 &o1 0 H_o150mm IL 0 1000 2000 3000 FLOW RATES (GPM) r. O Rated Flow (established by approval agencies) 50.5 138 I I (I) I I (I) 1039 1' (loomm)9 69 Ad 34 800 252.4 138 Ct) 1039 Lu 69 Lu 34 00. 4000 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 1 1559 2339 10" 1229 1843 1 2458 3687 12" 1763 2644 3525 5288 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 Specifications The Reduced Pressure Detector Backflow Prevention Assembly shall be ASSE® Listed 1047, and supplied with full port OS & Y 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. Zum 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 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 dMLAL t FIRE S YS -0 - JL TEMS, INC LA COSTA TOWN SQUARE BUILDINGS 6,7,8 & 9 Carlsbad, CA AUTOMATIC WET FIRE SPRINKLER SYSTEM Material Submittal Table of Contents AS140084 AS140085 Page# Sprinkler Heads 01 -10 Valves & Gauge AS140086 11-17 Grooved Fittings AS140087 18-28 Steel Pipe & Fittings 29 -39 Hangers & Seismic Assemblies 40-47 Electrical & Accessories 48-52 Fire-Stopping 53-60 9. P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 tqco Worldwide www.tyco-fire.com Contacts ft Series TY-FRB, 51' Upright, Pendent, Quick Response, General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TV-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 NOTICE The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having Jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY313 .......Upright 5.61K, 1/2 NPT TY323 ......Pendent 5.6K, 1/2 NPT Technical Data Approvals UL and C-UL Listed FM and VdS Approved CE Certified Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* *The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un-derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/psi1/2 (80,6 LPM/bar"2) Temperature Rating 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F(93°C) 286°F (141°C) JANUARY 2013 Finishes Sprinkler: Natural Brass, Chrome Plated, Pure White (RAL 9010) and Signal White (RAL 9003). Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly.........Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........Bronze Deflector ................. Bronze TFPI72 6 K-factor and Recessed Pendent Sprinklers Standard Coverage TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or. 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2° 7/16° (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON _i 6* _ _____ 7/16 1 m MAKE ______ I I (11,m) I NOMINAL (50,8 mm) AL 2 " 2 2" 1-3/8' (50,8 mm) (34,9 mm) / / WA _ FLATS 1/2° NP.T** DEFLECTOR * 2-7/8" (73,0 mm) DIk CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT 1Tf3i3 AND PENDENT 323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series .TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style .15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The --TYCO Series IY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (.141°C) temperature ratings. A leak-tight .1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. WRENCH RECESS (USE ONLY FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS 6 t PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series T•Y-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply. the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style .15 or Style 20 Closure over the Series •T.Y-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 2-7/8" DIA. - (73,0 mm) - 2-1/4° DIA. FACE OF (57,2 mm) SPRINKLER FITTING ?- 5/8° (15,9 mm) FLUSH 3/8±5/16" (9,5±7,9 mm) - I MOUNTING 1I8' J I- SURFACE /\ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323 WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON - 2-7/8" DIA. - (73,0 mm FACE OF SPRINKLER - 2-1/4" DIA. FITTING (57,2 mm) (7,9±6,4 mm) 1/2"(12,7 mm) • I—i FLUSH ,17 MOUNTING / 1/8 SURFACE/ \ 3,2 mm CLOSURE SERIES MOUNTING 1-3/8° 34,9 mm TY-FRB PLATE 7/8" (22,2 mm) FIGURE 5 SERIES •TYFRB RECESSED PENDENT SPRINKLER ASSEMBLY 1Y323J WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI72 .4 Page 4of4 FIN*77_XXX_X_XXX: I SPRINKLER TEMPERATURE FINISH RATINGS SIN I NATURAL BRASS 370 5.6K UPRIGHT 1/2 NPT) P313 4 SIGNAL WHITE (RAL 9003) 155 155-F (68-C) 371 5.6K PENDENT 1I2 NPT) TY323 3 PURE WHITE (RAL 9010)' Use suffix for ISO 7-1 connection: 9 CHROME PLATED for example, 77-370-4-175-I Eastern Hemisphere sales only TABLE A SERIES TYERB UPRIGHTAND PENDENT SPRINKLERS - PART NUMBER SELECTION - Ordering 1! rocedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (SIN), K=5.6, (Upright or Pendent) Sprinkler Quick Response, (specify) temperature rat- ing, (specify) finish, P/N (Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specifyj finish, P/N (specify Specify: Style 20 Recessed Escutch- eon with specify°) finish, P/N specify°) * Refer to Technical Data Sheet TFP7I0. Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 135 135-F (57-C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F (141°C) GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone *1-215-362-0700 Copyright 0 2013 Tyco Fire Products, LP. All rights reserved. - two is trademark of The DuPont Corporation. Worldwide tqco Contacts Series TY-FRB - 56 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 5.6 K-factor, Hor- izontal and Vertical Sidewall Sprin- klers described in this data sheet are quick response -standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light and ordinary hazard, commer- cial occupancies such as banks, ho- tels, shopping malls, etc. They are de- signed for installation along a wall or the side of a beam and just beneath a smooth ceiling. Sidewall sprinklers are commonly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations, where piping across the ceiling is not desirable. The recessed version of the Series TY-FRB Horizontal Sidewall Sprin- kler is intended for use in areas with a finished wall. It uses a two-piece Style 10 Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjust- ment or up to 3/4 inch (19,1 mm) of to- tal adjustment from the flush sidewall position, or a two-piece Style 20 Re- cessed Escutcheon with .1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (.12,7 mm) of total adjustment from the flush sidewall position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe nipples to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinklersystems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 tamed when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitabil- ity of these coatings for any given cor- rosive environment. The effects of am- bient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Numbers TY3331 - Horizontal TY3431 -Vertical MARCH 2013 Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A for complete approv- al information including corrosion re- sistant status.) Maximum Working Pressure Refer to Table B. Discharge Coefficient K=5.6 GPM/psi112 (80,6 LPM/bar112) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table A. Recessed Escutcheon: Signal or Pure White, Chrome Plated, or Brass Plated. TFPI76 TFPI7G Page 2 of 6 Installation The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be installed in accordance with this section. General Instructions 1 - Frame DEFLECTOR 2-Button HAT 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* 6* 4 2 3 9/16" WRENCH 1/2" (14,3 rnrr) FLATS NPT / , I - 1-13/16" I 7/16" (11 1 mm) I 46,0 mm)' CENTERLINE NOMINAL OF SPRINKLER MAKE-IN WATERWAY 1-1/2" (38,1 mm) * Temperature rating is indicated on ______ 2-3/16" Deflector. (55,6 mm) ______ STYLE I ESCUTCHEON ** Pipe thread 10or.20 L PLATE SEATING connections per. I RECESSED SURFACE ISO 7-1 can be I ESCUTCHEON provided on I special request. HEON 2-7/8" DIA. (73,0 mm) FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES T•Y-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS Physical Characteristics Frame.......................Bronze Button.................Brass/Copper Sealing Assembly............Beryllium Nickel w/TEFLON Bulb .........................Glass Compression Screw............Bronze HSW Deflector................Bronze VSW Deflector ................Copper Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers are intended for fire protection sys- tems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 10 or 20 Recessed Es- cutcheon, as applicable, is to be used for recessed horizontal installations. Do not install any bulb type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch (.1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 286°F (.141°C) temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.-lbs. (28,5 Nm) of torque may, be used to install sprinklers with 1/2 NPT connections. Higher levels of torque may distort the sprinkler and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon plate by under-or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Series TY-FRB Horizontal and Vertical Sidewall Sprinkler Installation The Series •TY..FRB Horizontal and Vertical Sidewall Sprinklers must be installed in accordance with the fol- lowing instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal po- sition with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be installed in the pendent or upright po- sition with the arrow on the Deflector pointing away from the wall. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 5), With reference to Figure 1 or 2, the W- Type 6 Sprinkler Wrench is to be ap- plied to the wrench flats. _____ 6* Mh~ 40 FLOW : 2-3/16" WRENCH Ur 6mm) FLATS 7 SHOWN SHOWN CROSS PENDENT UPRIGHT SECTION FIGURE 2 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS TFPI76 Page 3 of 6 Series TY-FRB Recessed Horizontal Sidewall Sprinkler Installation The Series TY-FRB Recessed Hori- zontal Sidewall Sprinklers must be installed in accordance with this section. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their center- line of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 10 or 20 Mounting Plate over the sprinkler threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprin- kler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10 or 20 Clo- sure over the Series TY-FRB Sprinkler and push the Closure over the Mount- ing Plate until its flange comes in con- tact with the ceiling. Care and Maintenance The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection sys- tem main control valve for mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must be obtained from the prop- er authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced * Temperature ** Pipe thread rating is connections indicated on per ISO 7-1 can Deflector, be provided on special request. 7/16 ESCUTCHEON (11,1 mm) PLATE SEATING NOMINAL SURFACE , ** 1/2 MAKE-IN 2- (55, if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers -before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non-operation in the event of a fire or inadvertent op- eration may result. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereaf- ter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive condi- tions present. 1 - Frame 4 - Bulb 7 - Ejection 2 - Button 5 - Compression Spring 3 - Sealing Screw Assembly 6 - Deflector* ARROW MUST POINT AWAY FROM AND BE PERPENDICULAR TO THE BACK WALL SURFACE The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Pro- tection Association (e.g., NFPA 25), in addition to the standards of any oth- er authorities having jurisdiction. The installing contractor or sprinkler man- ufacturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, test- ed, and maintained by a qualified In- spection Service in accordance with local requirements and/or national codes. WRENCH RECESS (END "A" USED FOR 1/2" NPi MODELS) FIGURE 5 W-TYPE 6 SPRINKLER WRENCH PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7O Page 4 of 6 5/8±114° I (15,9±6,4 mm) MOUNTING I FACE OF SURFACE ____ SPRINKLER VA Y.(T 2-7/8" DIA. i SERIES Th.FRB 1L 1111 2-1/4° DIA. p (57,2 mm) MOUNTING ______ PLATE 1/8° (3,2mm) 1-1/4".(31,8 mm) 314"(19,1 mm) 3L4"19,1mm) 1L4"6,4mm) FIGURE 3 SERIES T:YFRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 1/2±1/8" I (12,7±3,2 mm) MOUNTING FACE OF SPRHKLER SURFACE FITTING CLOSURE -1'7 2-7/8" DIA. SERIES (73,0 mm) YFRB 2-1/4" DIA. (57,2 mm) MOUNTING PLATE 4______ 1/8" 3,2 mm) 1-11.4"(31,8 mm) 1/2" (12,7 mm) 1" (25,4 mm) 1/4"(6,4 mm) FIGURE 4 SERIES TY,FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI76 Page 5 of 6 - SPRINKLER FINISH (See Note 11) K TYPE TEMP. BULB NATURAL I CHROME SIGNAL LEAD COATED LIQUID BRASS PLATED WHITE*** 135°F (57°C) Orange 155°F (68°C) Red HORIZ. 175°F (79°C) Yellow SIDEWALL 1, 2, 3,4,9, 10 1, 2, 3,9 1,2, 3,9 (TY3331) 200°F (93°C) Green 286-F (141-C) Blue 5.6 1/2" NPT RECESSED HORIZ. SIDEWALL (TY3331)* 135°F (57°C) Orange 1, 2, 4, 9, 10 1,2, 9 N/A 155°F (68°C) Red 175-F (79°C) Yellow Figure 3 200°F (93°C) Green RECESSED 135°F (57°C) Orange 155°F (68°C) Red HORIZ. SIDEWALL TY3331)** 1, 2, 3,4, 9 N/A 175°F (79°C) Yellow - Figure 4 200°F (93°C) Green VERTICAL 135°F (57°C) Orange 155°F(680 Red 56 SIDEWALL 175°F (79°C) Yellow 1/2" Installed 5, 6, 7, 8, 9 5, 6, 7, 9 NPT - Pendent Upright 200°F (93°C) Green 286°F (141°C) Blue NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Listed by Underwriters Laboratories Inc. for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 lnch(100 to 300 mm) top of deflector to ceiling distance. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007a/04) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use In Light and Ordinary Hazard Occupancies. Listed by Underwriters Laboratories for use In Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies. S. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a106 & 007a/04) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resis- tant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. Installed with Style 10(1/2° NPT) 3/4" Total Adjustment Recessed Escutcheon. Installed with Style 20 (1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon. Frame and deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS TFPI76 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS 7HROIYIE PLATED WHITE POLVES- I LEAD COATED TER HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) TY3331) or 175PS1 (12,1 BAR) RECESSED HORIZ. SIDEWALL (TY3331) N/A 5.6 1/2 (SEE NOTE 1) NPT VERTICAL SIDEWALL (TY3431) 175 PSI (12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE B MAXIMUM WORKING PRESSURE P/N 57- XXX - X - XXX S/N I Sprinkler TEMPERATURE I 378 HORIZONTAL SIDEWALL TY3331 I 1 Natural Brass RATING - 375 VERTICAL SIDEWALL TY3431 3 Pure White (RAL 9010)° 135 135-F (57-C) - 4 Signal White (RAL9003) 155 155-F (68-C) - X Jet Black (RAL9005r° 175 175-F (79-C) ______ - 7 Lead Coated 200 - 200°F (93°C) _______ - 9 Chrome Plated 286 - 286°F(141°C) _______________ *Eastern Hemisphere sales only Available In 155°F (68°C) or 200°F (93°C) temperature rat- ing only. TABLE C PART NUMBER SELECTION SERIES T•Y-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indi- cate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections: Specify: Series TY-FRB (specify SIN), (specify K-factor), (specify) Horizontal Sidewall or Vertical Sidewall Sprinkler, Standard Response, Standard Cov- erage, (specify) temperature rating, (specify) finish or coating, P/N (spec- ify from Table C) Recessed Escutcheon: Specify: Style (10 or 20) Recessed Es- cutcheon with (specify*) finish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. tqco MODEL 1000 B IT, E ST AN D RAI N01 3/4" 1" 11/4" 1 1/2" 2" El The AGF Manufacturing Inc. Model 1000 TESTANDRAIN Provides Both The Test Function And The Express Drain Function For A Wet Fire Sprinkler System. U The Model 1000 Complies With All Requirements Of NFPA-13, NFPA-13R, And NFPA-13D. U The Model 1000 TESTANDRAIN Is A Single Handle Ball Valve That Is Light Weight And Compact, Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glasses, And Is 300 PSI Rated. U Available In A Full Range Of Sizes From 3/4" To 2" NPT & BSPT, With All Specifiable Orifice Sizes /8", 7/16!1, 1/27, 17/32", /&' (ELO), 3/4" (ESFR) and K.25. U The Orifice Size Is Noted On The Indicator Plate And The Valve Is Tapped For A Pressure Gauge. U The Standard Model 1000 TESTANDRAIN Valve Includes A Pressure Gauge Port Tapping And Can Be Ordered With A Relief Valve As A Model 1011 Or 1011 T U Locking Kit Available Which Provides Superior Vandal Resistance And Prevents Unintentional Alarm Activation. our New Au,o 04- Visit us CJVF on the Internet at qv MCC-= ndrain.com II MODEL 1000 300 PSI (T @ <*> i 3 U DI m 3/4" 1" 11/4" 11/2" 2" FRONT VIEW/VER11CAL INSTALLATION FRONT VIEW/HORIZONTAL INSTALLATION E TO DRAIN ff . ORIFICE SIZE AVAILABLE - 3/8", 17/16',1/2". 17/32", ELO(5/8"), ESFR(3/4")" and 1(25 *Available on ill? to 2" size units only. DIMENSIONS - INCHES FROM BRANCH GAUGE INLET PROVIDED STREET EL TO DRAIN STREET EL OR PIPE TO DRAIN RIGHT HAND/STRAIGHT INSTALLATION APPROVALS: IJ UL and ULCListed 0 FM Approved except 3/4" '3 NYC-BSA NO. 720-87-SM 13 CA. State Fire Marshall SIZE A B C 0 E F G H 31 5 1/1611 128mm 1 1/211 37.58mm 2 /16" 55.65mm 3 /8" 93.23mm 3 /8" 85.88mm 1 13/1611 45.30mm 4 /16" 117.12mm 6 4" 162.42mm 19 5 /16" 128mm 1 1/2" 37.58mm 2 I16" 55.65mm 3 547 93.23mm 3 s's" 85.88mm 1 13/1611 45.30mm 4 /16" 117.12mm 6 /8" 162.42mm 4 5 /t ' 137.70mm 1 11/1611 42.70mm 2 I16" 65.36mm 4 1/4" 108.36mm 3 1i8' 82.44mm 1 15/1611 50.89mm 5 91le, 141.39mm 5 1/211 192.28mm i i, ii 2 6 '16" 163.38mm 1 13/1611 3 45.50mm 1/4" 81.50mm 5 1/1611 127mm 3 /8" 99.18mm 2 I8" 66.97mm 8 1/411 206.63mm 10 I8" 273.60mm 2" ________ 6 /16" 163.38mm 1 13/1611 I 45.50mm 3 1/411 81.50mm 5 1/1611 127mm 3 7/s" 99.18mm 2 /8" I 66.97mm 8 1/411 I 206.63mm 10 /8" 273.60mm MATERIAL LIST PART: MATERIAL: HANDLE STEEL STEM ROD BRASS BALL C.P. BRONZE BODY BRONZE SIGHT GLASS LEXAN VALVE SEAT IMPREGNATED TEFLON INDICATOR PLATE STEEL HANDLE LOCK SPRING STEEL **3/45 Valve UL listed only. UL LISTING EX4019 I AGF Manufacturing Inc. JOB NAME: 1 100 Quaker Lane, Malvern, PA 19355 ____ ARCHITECT: T:(610)240.4900/F:(610)240-4906 __NORN _____________ ENGINEER: I Email: Info@testandraln.com __________________ I Web: www.testandraln.com I MADE IN U.S.A. CONTRACTOR: aRiserpACk and laSTanDRAIN are registered Iradematin at AGF 3/02 Dimensions - Weights Size A B C wt. Lbs. W' 2.05 2.60 2.09 .66 %" 2.36 2.70 2.24 .83 2.68 3.50 2.46 1.50 1W' 3.08 3.85 2.85 2.13 11/2" 3.46 4.30 3.22 3.06 1 4.00 1 5.10 3.43 4.88 Globe Valves l Aux Drain Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F15 Soft Seat Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F15 Soft Seat Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model Fl 5 Soft Seat Bronze Globe Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-I 26, Class B Standards. The Central Model Fl 5 Soft Seat Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F15 Soft Seat Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) Bronze Globe Valves Page 28 No. 27.1.0 Central Sprink No. 4-5.0 Bill of Materials Item Description Material Specification I Body Bronze ASTM B-62 2 Bonnet Bronze ASTM B-62 3 Stem Brass Rod ASTM B-16 4 Disc Holder Brass Rod ASTM B-16 5 Seat Disc NBR Commercial 6 Disc Holder Nut Brass Rod ASTM B-16 7 Disc Nut Brass Rod ASTM B-16 8 Packing Nut Brass Rod ASTM B-16 9 Packing Gland Brass Rod ASTM B-16 10 Packing PTFE Commercial 11 Hand wheel Cast Iron ASTM A-126-B 12 Ident. Plate Aluminum ASTM B-209 13 Wheel Nut Brass Rod ASTM B-16 fl Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model number, style, orifice size, temperature rating, type of finish and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada; and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company or call (215)362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm I psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 IU.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 © 1991 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX F625385 F15.0 Bill of Materials Item Description Material Specification I Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A-1 26-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non-Asbestos Commercial 5 Packing Gland Brass ASTM 6-16 6 Packing Nut Brass ASTM B-I6 7 1 Stem Brass ASTM B-16 3-Way Globe Valves 1/4 Inch Gauge valve Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F17 3-Way Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F17 3-Way Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F17 3-Way Bronze Globe Valves are of cast bronze construction in strict accordance with ASTM 6-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F17 3-Way Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F17 3-Way Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) 3-Way Bronze Globe Valves No. 27.3.0 Central Sprink No. 4-7.0 'n Ordering Infbrmätion Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215)362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm I psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm' I U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL MMMF- Central Sprinkler Company. 451 N. Cannon Avenue, Lansdale, PA 19446 © 1991 Central Sprinkler. Company Phone (215) 362-0700 Printed in U.S.A. FAX (2.15)362-5385 F.17.0 I . - •.4 .t.. :..----.-!::-----..r. - Pressure Gauges Model UA Water Pressure Gauge Range 0 to 300 psi in 5 psi increments, and 0 to 2000 kPa in 50 kPa increments. 1/4" NPT male pipe óonnection. Case: 31W' diameter. Height: 43/4". Accuracy:ANSI B40.1 Grade 13.(3-2-3%) Underwriters Laboratories Listed. Factory Mutual Approved Model UA - Air Pressure Gauge Range 0 to 80 psi in 1 Ps! increments, and O.tb 550 kPa in 10 kPa increments. Retard to 250. psi and -175 - 750 kPa. ¼" NPT male pipe connection. Case: 3½" diameter. Height: 43W. Accuracy: ANSI B40.1 Grade B (3-2-3%) Underwriters Laboratories Listed Factory Mutual Approved The equipment presented in this bulletin is to be installed in accordance with the iàtestpèrtinentStandards of the National Fire Protection Accociation; Factory Mutual Rcearth Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over.70 years, and are installed and serviced by the most highly qualified and reputablesprinkler.contractors located throughout-the United States, Canada and foreign countries. - Manufactured by Reliable The Reliable Automatic, SPrinkler Co;,. Inch (800)431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 668-3470 . corporate Off iOes http:llwww.reliablesprinkler.com Internet Address GRecycled Paper Pdnted in lISA. Revision lines indicate updated or new data. PG. Printed in U.S.A. 11/96 It FireLock® Fittings FireLockO products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic IPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel. Red Enamel in EMEA-l. Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect - Para__________ Location Date Approved Date www.victaulic.com vICTAUUC IS A REGISTERED TRADEMARK OF VICTALILIC COMPANY. 02010 IC1AUUc COMPANY. ALL RIGHTS RESERVED. REV_I JtauIcr 10.03_i IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 Fire Lock® Fittings DIMENSIONS I.CtoE1 to E Poll- to It C C WLE NO. 001 NO. 003 NO. 002 NO. 006 90 Elbow 45' Elbow Wai hl E,6 Straight Tee No. Cap 006 03~.166~0 Ct 0 E Weiel-it Eac inches Lbs, mnl kg 0.11Y41 C to E Inches min Lb5 kg C to E Inch' Mill 6ght Each Llbs Rg Thickness Inches Mill Weight Each Lbs, kg 32 42.4 - - - - - - - - 21 0.1 - - - 0.82 0.4 ½ .1.900 - - - 40 .48.3 - - - - - - 2,1 0.2 2.00 2.75 2.4 0.88 0.6 2 2.375 2.75 -13 1.8 50 603 70 0.8 51 0.8 70 1.1 22 0.3 2.25 2.2 3.00 3.6 0.88 .1.0 - 211 2.875 3.00 3.1 65 L 73.0 76 1.4 57 1.0 76 1.6 22 0.5 2.25 -2.4 3.000 3.00 3.30 76.1 mm 76.1 76 .1.5 57 .1.1 - - - - 250 3.1 338 5.3 - 0.88 3 3.500 3.38 1 4.0 13 80 889 86 -1.8 64 1.4 - 86 2.4 22 0.5 3.00 5.1 4.00 75 1 5.7 108mm 4.250 4.00 1 108.0 1 102 1 2.6 76 102 3.4 - - 3.00 5.6 4.00 8.7 1.00 2.4 4 4.500 4.00 6:7 100 1143 102 3.0 76 -25 102 39 25 1.1 3.25 83 4.88 157 1.00 4.1 5 5.563 4.88 12.6 125 1.413 124 5.7 83 3.8 - 124 7.1 - 25 1.9 - 350 9.2 550 17.9 159mm 6.250 550 12.6 - 158.8 40 5.7 89 43 140 8.0 - 6 i 6.625 550 183 3.50 11.7 5.50 223 .1.00 5.9 150 168.3 140 8.3 - 89 53 140 :103 25 27 4.25 8 8.625 6.61 255 -20.4 694 1.13 200 -219.1 1-73 .11.6 108 93 1-76 17.6 38.7 29 5.8 www.victaulic.com VICTAUUC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02010 VICTAUUC COMPANY. ALL RIGHTS RESERVED. 1O.03_2 's,4taulicr REV_I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings FLOW DATA t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAUUC COMPANY. 02010 VICTAUUC COMPANY. ALL RIGHTS RESERVED. XA—taulid REVJ 10.033 GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009V/009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009 V/OO9H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.03 1539 REV I UPDATED 212010 VICTAUUC IS A REGISTERED TRADEMARK OF vicuuc COMPANY. C 2010 VICTAUUC COMPANY. ALL RIGHTS RESERVED. XOA-C--taullcr 10.03 FireLock® Rigid Coupling STYLE 005 WITH VIC.PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) FireLock® Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire protection systems. VicPlusTM Gasket System: In North America, Victaulic® offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic.PluslM System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over- lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. (J LPC and VdSApproved, see notes on page 4 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS PATENTED CY: Ismtirn LISTING/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. FM approved for service in 1 ½ -4' pipe. # UL Listed for service up to 4 pipe only. @ UL Listed for service up to 3' only. JOB/OWNER CONTRACTOR ENGINEER System No Submitted By Spec Sect___________ Para__________ Location Date Approved Date__________________________________ www.victaulic.com 'taUlicr VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. _ REV_I 10.02_1 DIMENSIONS Rated for wet and dry sprinkler systems at 350 psi/2413kPa for .1 ¼ -4732 - 100mm sizes and 300 psi /2068kPa for 4Y4 - 87108 - 200 mm sizes Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction or angular deflection. IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLIJSTM GASKET SYSTEM (NORTH AMERICA ONLY) Size Pressu~eol _ Bolt/Nut@ Max. No - Size Approx. Wgt. Each 1¼ 1.660 350 755 0.05 - X 2 ~ 2%' 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 70 114 148 0.5 1.900 350 990 0.05 2-%x2¼ 3.00 4.75 1.88 1.2 1½ 40 48.3 2413 4415 1.2 76 121 148 03 2.375 350 1550 0.07 330 5.25 .1.88 1.6 2 50 60.3 2413 6900 .1.7 x 2 - ~ 2½ 89 133 148 0.7 2.875 350 2270 0.07 4.00 5.75 1.88 1.9 216 65 73.0 2413 10110 12 2-%x2% 102 .146 148 .09 3.000 350 2475 0.07 2 ~ 2½ 413 5.75 1.88 .1.9 76 .1mm 76.1 2413 11010 1.7 - x 105 146 148 0.9 3.500 350 3365 0.07 4.63 633 .1.88 2.1 3 80 88.9 2413 14985 1.7 2 - % 2½ 118 1 156 1 148 1.0 4.500 350 5565 0.16 2-%x2% 5.75 7.25 2.13 3.1 - 4 100 1.14.3 2413 24770 4.1 146 184 54 1.4 4.250 300 4255 0.16 2 - %X2½ 5.63 7.25 2.13 3.1 08.0mm 108.0 2068 18940 4.1 1.4 5.563 300 7290 0.16 - 2 ½ 6.88 9.00 2.13 45 5 125 141.3 2068 32445 4.1 175 229 54 2.0 5.250 300 6495 0.16 - x ½ 2 2~ 6.63 9.00 2.13 4.5 .1 330 mm . 133.0 2068 28900 4.1 168 229 54 2.0 5500 300 7125 0.16 - X -2 ½ -2A 6.88 9.00 2.13 4.8 1397 mm 139.7 2068 31715 4.1 . 54 2.2 6.625 300 10340 0.16 - -2 ½ 3 8.00 10.00 2.13 5.0 6 150 168.3 2068 46020 4.1 203 254 53 2.3 6.250 300 9200 0.16 - x 2 ½ 2~ 7.63 10.00 2.13 5.5 .1 590 mm . 159.0 -2068 40955 4.1 - 194 254 54 25 6500 300 9955 0.16 2-%x3 8.15 10.00 2.13 55 .1653 mm 165.1 2068 44295 4.1 207 254 54 25 8.625 300 17525 0.19 - 2 ¼ 4%' .10.50 13.14 2.63 1 11.3 8 200 219.1 2068 78000 4.8 267 1 334 1 67 5.1 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved In accordance with Victaulic specifications. Contact Victaulic for perfor- mance on other pipe. WARNING: FOR ONE TIME FIELDIEST ONLY, the Maximum Joint Working Pressure may be increased to 1.1/2 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to .12 Bar/175 psi. www.victaulic.com ,4tauiic VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. C 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.02_2 REV-1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUS'TM GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 6545-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) Optional: Hot dipped galvanized Gasket: Grade "E" EPDM -Type A Vic-Plus'" Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air.) sprinkler services up to the rated working pressure using the Grade "E" Type 'A Vic-Plus' Gasket System, requiring no field lubrication for most installation conditions. Grade "L" Silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade 'E" Type 'A FlushSeal® Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. A Standard gasket and FlushSeal gasket approved for dry pipe systems to —400F/.-40°C. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0°F/-180C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/.or cracks at the weld seams. Victaulic continues to recommend the use of: FlushSeal gaskets for dry services. www.victaulic.com ',tauIiC VICTAUUC IS REGISTERED TRADEMARK OF. VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_I 10.60_3 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in POE format on our website at www.victaulic.com. 11 1111111111111111111111111 WCAS-697KR4 For complete contact information, visit www.victaulic.com \4tauIic' 10.02 153B REV I UPDATED 912006 vicuuc IS REGISTERED TRADEMARK OF vlcTAuuc COMPANY. C 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.02 Standard Flexible Coupling STYLE 77 ® <9> @ S ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Style 77 couplings are designed with cross-ribbed construction to provide a strong component for pressure piping systems. Sizes V4 - 12720 --300 mm are two-piece housings. For 14— 247350 - 600mm sizes, Victaulic offers the Advanced Groove System (AGS) line of products. Request publication 20.03 for information on the flexible Style W77 AGS coupling. All sizes are provided with plated bolts and nuts. Galvanized and stainless steel housings are also available. Independent testing has shown the Style 77 coupling to be an effective stress relief and vibration attenuation device providing performance superior to braided steel and elastomeric arch-type connectors when used in close proximity to the source of vibration. Refer to 26.04 for vibration information. Independent testing has shown that Victaulic Style 77 flexible couplings provide exceptional functionality during and after earthquake conditions. Refer to 26.12 for further information. Exaggerated for clarity. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Coupling Gasket: (specify choice*)t Grade "E" EPDM (All other sizes) EPDM (Green color code). Temperature range —30°F to +2-30°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+300C and hot +180°F/+820C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "V' nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-290C to +82eC. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+660C or for hot dry air over +140°F/+60°C. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Optional: Type 316 stainless steel, Grade 13-8M, Class 2. t Supplemental lubricant is recommended for services installed at or continuously operating below O°F/-18°C. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect _ Para__________ Location Date Approved Date________________________________ www.victaulic.com A - vlCTAuuc IS A REGISTERED TRADEMARK OF VICTAuLIC COMPANY. C 2005 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H 06.041 IPS CARBON STEEL PIPE - GROOVED COUPLINGS 06.04 Standard Flexible Coupling STYLE 77 DIMENSIONS Size Actual Nominal Outside Max, Work Pressure Max. End Load Allow. Pipe End Sep. t Deflect. Fr. CLt Bolt/Nut@ No - Size Dimensions - Inches/mm Approx. Wgt. Each Size Dia meter Inches Inches F psi Lbs. Inches Per CpIg. 3 -24 Pipe InJFt. Inches 2-%x2 Lbs. 20 26.7 6900 3850 0-1.6 60 54 .102 44 0.5 1315 1,000 1360 0-0.06 2' ' 43' 057 2-%x2 238 4.12 1.75 12 25 33.4 6900 J 6050 0-1.6 48 61 105 44 05 1¼ 1.660 1,000 2,160 0-0.06 2-10' 0.45 2-½x2½ 265 5.00 1.88 2.0 32 42.2 6900 9610 0-1.6 __ 38 67 127 48 0.9 1½ 1.900 1,000 2.835 0-0.06 1'56' 0.40 2-½x2½ 3.13 5.38 1.88 2.1 40 483 6900 12615 0-1.6 33 79 137 48 1.0 2 2375 .1,000 4,430 0-0.06 1'31' 0.32 2-Yzx216 3.63 5.88 .1.88 2.6 50 603 6900 .19715 0-1.6 26 92 149 48 .1.2 216 2.875 1,000 6.490 0-0.06 . - . 0.26 2 - ½ x 2V4 4.25 650 .1.88 3.1 65 73.0 6900 28880 0-1.6 22 108 .165 48 1.4 761 mm 3.000 1,000 7,070 0-0.06 1. 12 0.26 - X 2 ½ 2~ 4.38 6.63 :1.88 3.2 76.1 6900 31460 0-1.6 - 22 111 168 48 15 3 3.500 .1,000 9,620 0-0.06 . 1 -2. 0.22 . 2 -hx234 5.00 7.13 1.88 3.7 80 8&9 6900 .46810 0-1.6 18 127 .181 - 48 1.7 3½ 4.000 .1,000 12,565 0-0.06 .54' 0.19 - 2 3' 33' 5.63 825 1.88 5.6 90 .10.1.6 6900 55915 0-1.6 - 16 143 2.10 48 25 4 4.500 .1,000 15,900 0-0.13 - . 1 -36 034 2-Yix3/. 6.13 8.88 2.13 6.7 .100 114.3 6900 70755 0-3.2 28 156 226 54 3.0 1080mm 108.0 .1,000 4 .250 14,180 0-0.13 1' 41' 0.35 2 16 - X 82 6.00 8.63 2.13 11.0 6900 63100 0-3.2 - 29 152 219 54 5.0 5 5.563 1,000 24,300 0-0.13 - . 1 -18 0.27 2-~44 775 .10.65 2.13 .10.6 125 :14,13 - 6900 :108,135 0-3.2 , 23 197 270 54 AS 1330mm 5.250 1,000 2.1,635 0-0.13 - - 21 0.28 2 -20x 108 7.63 .1038 2.13 10.0 133.0 6900 96275 0-3.2 24 14 264 54 1 4.5 1397 mm 5.500 1,000 23,745 0-0.13 1 18' 0.28 2 2 1 0X 08 &63 10.65 2.13 10.0 .139.7 6900 105665 0-3.2 - 24 219 270 54 4.5 6 6.625 .1,000 34,470 0-0.13 - . 1 0.23 2-~x44 &63 11.88 2.13 1 .12.0 150 .168.3 6900 .153390 0-3.2 .18 219 302 54 5.4 Table continued on page 3. See notes on page 3. L im _ _jI iL j1 - ! - 3A - 12' SIZES II 14- 22' SIZES 24 SIZES www.victaulic.com \,/tauIicr VICTAULIC IS A REGISTERED TRADEMARK OF VICTAUC COMPANY. 02006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.042 REV_H IPS CARBON STEEL PIPE - GROOVED COUPLINGS 06.04 Standard Flexible Coupling STYLE 77 DIMENSIONS Size Actual Nominal Outside Size Diameter Max Wort Pressure Max. End Load Allo~ . Pipe End Sep. t Deflect. ru Bolt/Nut@ Approx. Inches Inches 159.Omm ;6.-250 psi Lbs. Inches 1 -91 Pipe In,/Ft. 1 Inches XT, Lbs 6900 136460 0-3.2 20 219 292 54 6.0 1,000 33,185 0-0.13 . . 1 -6 0.23 2 - % x 4 A 8.88 11.63 2.13 13.2 6.500 165.1 min 165.1 6900 14-7660 0-3.2 19 226 295 54 6.0 8§ 8.625 800 .46.7.40 0-0.13 0.-SO. 0.18 2-5'axS 11.00 14:75 230 20.8 200 219.1 5500 -207995 0-3.2 14 279 375 63 9.4 10§ .10.750 800 73,280 0-0.13 0. 40' 0.14 2 1 6 13.63 17.13 2.63 31.1 250 273.0_ 5500 326100 0-3.2 - .12 346 435 67 14.1 12§ 12250 800 102,000 0-0.13 . -34 0.12 - -2 1 6½ 15.63 1925 2.63 27.8 300 323.9 - 5500 4 0-3.2 -. 9 397 489 67 12.6 14* 14.000 300 46,180 0-0.13 0'-31' 0.11 41 x3½ 16.63 19.88 2.88 35.6 350 355.6 2065 -205500 0-3.2 9 422 505 73 16.1 .15* 15.000 300 53,000 0-0.13 0 • -29' 0.10 17.88 21.63 3.00 48.8 375 381.0 2065 -235850 0-3.2 - 4 - 1 x5½454 . 549 76 22.1 16* 16.000 300 60,320 0-0.13 0 -27 ' 010 4 - 1 x 3½ 19.00 22.13 3.00 51.1 400 406.4 2065 -268425 0- 3.2 482 562 76 23.2 18* 18.000 300 76,340 0-0.13 0 •24' 0.08 - 4 1 3½ 21.38 24.50 3.13 64.4 450 457.2 2065 339710 0-3.2 - 7 543 622 80 29.2 20* -20.000 300 94,000 0-0.13 0--22' 0.08 4-1½x4 23.63 2725 3.13 91.2 500 508.0 2065 418300 0-3.2 7 600 692 80 41.4 22* 22.000 300 114,000 00.13 01-19, 0.07 4 1½ 4 25.75 2950 -3.13 92.0 550 559.0 2065 507300 0-3.2 - 6 - 654 749 80 41.7 24* 24.000 250 113,000 1 0-0.13 0'-.18' 18' 0.07 6 1Y8 X 4 27.75 31.25 3.13 94.0 600 609.6 1725 502850 0-3:2. 6 . - -704 794 80 42.6 § Couplings 8, :10, 1-2/200, 2S0,300mm sizes available to uS standards. Refer to Section 06.17 for details. * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONETIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1½ times the figures shown. t Allowable Pipe End -Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for V4 - 3 ½'/20 -90 mm; 25% for 47100 mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. * For cut groove systems only. For 14 - 247350 - 600 mm Roll Groove systems Victaulic offers the Advanced Groove -System (AGS) line of products. Request publication 20.03 for information on the Style W77 flexible AGS coupling. #A All - LV - ~- 12" SIZES .lzb 14- 22 SIZES 24 SIZES www.victaulic.com _./taukc VICTAULIC IS A REGISTERED TRADEMARK OF VICTAuLIC COMPANY. 02006 VICTAIJLIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H 06.043 NPS ! Nominal I.D. T7T Wt. S1ASSpecificati ons Wt. (H20 Fulled) CRR thsIFi kglm Unthreaded (KR Fri. mm In; mm Lbs/Ft kglm Threaded 1.080 1.330 1.75 11.39 1.00 25 27.4 2.0 2.60 - - 1¼" 1.408 1.870 2.54 9.50 1.00 32 35.8 2.8 3.78 - - 1½" 1.639 2.290 3.22 9.14 1.00 - 40 41.6 3.4 4.79 - 2.104 3.050 4.57 8.41 1.00 50 1 53.4 1 4.5 1 6.80 - - FB®c® rmflfla "Os', '~L v '# - - #A! " X~,#A &TA ~#A' ! A I VkXX7A AW DynamThread - M-CO/'® Submittal Data Sheet > Full Line Sch-40 Replacement Dyna-Thread - MCOATe sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. >' Comparison to Schedule 40 Dyna-Thread - M-COATs inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. Also, when used in combination with Dyna-Flow - M-COAT pipe, down sizing often occurs. Dyna-Thread - M-COAT is fully listed and approved UL, UIC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread - M-COAT and Sch-40 are equal based on the calculated wall thicknesses per UL The consistent quality of steel used to make Dyna-Thread - M-COAT facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread - M-COAT is protected by a dean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna-Thread - M-COAT reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread - M-COAT and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. >- Comparison to L.W.T. Pipe More wall thickness at the thread (CRR= 1.00) gives Dyna-Thread - M-COAT better life expectancy than lightwall threadable pipe joints. Dyna-Thread - M-COAT is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread - M-COAT is safer to weld on than many zinc coated lightwall threadable pipe products. Dyna-Thread - M-COAT is more widely accepted than lightwall threadable where Sch-40 is specified. > American Made Able to meet "Buy American" requirements, and is available through distributors in the USA, Canada, Mexico and Latin America. > Specifications & Approvals Dyna-Thread - M-COAT pipe is manufactured to meet: ASTM A 135, Type E Grade A, and is in compliance with NFPA-13. All sizes of Dyna-Thread - M-COAT are rated at 300 psi working pressure. Dyna-Thread - M-COAT is UL and ULC listed for wet, dry and pre-action sprinkler systems and FM Approved for use in wet systems. Dyna-Thread - M-COAT can be "hot- dip" galvanized* to meet FM requirement for dry systems. Dyna-Thread - M-COAT is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). * Must be ordered in 10 bundle increments. Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations: Comments: Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com Q"Talhed • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUIT' Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 02011 Atkore International, Inc. PJI Rights Reserved. S1P-S3-4M-1105 A-\ ' al' L .0 IF M A!WX7 ~ kV!_'tX7A V Dyna=F1ow',,,,,,,,,,,, M-COAT® Submittal Data Sheet >- High Strength Steel Pipe DynaFlowe - MCOATe pipe is-the "original" high-strength lightwall sprinkler pipe. Dyna-Flow - M-COAT has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule- 10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow - M-COAT is a valuable addition to any fire protection system. > Additional Benefits Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NEPA. Available in standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker, shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. > Superior Hydraulics With an inside diameter of up to 11% larger than Schedule 40 and up to 7% larger than Schedule 10, Dyna-Flow - M-COAT pipe hydraulics are exceptional. Larger l.D.s enable Dyna-Flow - M-COAT, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen-Williams charts, refer to "Dyna-Flow- M-COAT Hydraulic Data Tables." > Coatings & Fabrication Dyna-Flow - M•COAT products are coated externally with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable, exterior black coating is paintable and acts as an excellent primer that is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment is needed for fabrication and installation. The internal surface of all black Fire Sprinkler pipe up to 4.5000" in diameter shall be coated with Allied Tube & Conduit's FBC` System Compatible "M-COAT" ID Coating. > American Made Able to meet "Buy American" requirements, and is available through distributors in the USA, Canada, Mexico and Latin America. > Specifications & Approvals Dyna-Flow - M-COAT pipe is manufactured to meet ASTM A 795, Type E Grade A, and are in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow are UL listed, FM Approved and ULC Listed. Dyna-Flow - M-COAT is ULIULC listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry,pre-action and deluge systems. It is FM Approved for roll grooved, plain-ended, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-F low - M-COAT is now available "hot-dip" galvanized* and has been specifically approved by FM for dry systems uses. - NPS I!P1ow Nominal I.D. - M-COAT Wt. Specifications Wt. (H20 Filled) CRR In; In; mm LbslFt kg/rn Lbs/Ft kg/rn Unthreaded 1.191 0.830 .3' 2.41 25 30.3 1.2 .95 - 1¼" 1.536 1.059 - ..87 1.55 32 39.0 1.6 1 2.78 - 1½" 1.728 1.667 2.71 3.44 40 43.9 2.5 4.03 - 2.203 2.104 3.79 2.78 50 56.0 3.1 5.64 - 2½" 2.703 2.564 5.10 1.60 65 68.7 3.8 7.59 - 3.314 3.387 7.18 1.48 75 84.2 5.0 10.69 - 4.310 4.473 10.86 1.00 FB19 ®® IPMDflD * Must be ordered in 10 bundle increments. Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations: Comments: Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com qa1hed • 161005 Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUIT Harvey, 1160426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 02011 Atkore International, Inc. Ail Rights Reserved. STP-S24M-1 105 USED APPfiDVEO Print Page 2 of 3 . Malleable Iron Screwed Fittings - Class 150 STRAIGHT TEE tiominol Sle 0imensian A. Approx. WI. Foth kL 1010 Alt (no 1h 09) ½ 0.69 0.09 11.53 004 ½ 0.81 0.14 8 10.57 004 ½ 0.95 0.21 P0 24.13 0.10 ½ 1.12 0.31 15 28.45 014 ½ 1.31 030 70 33.21 023 1 1.50 0.79 3810 0.34 1½ 1)5 1.19 32 44.45 034 1½ 1.94 137 40 2 2.25 2.43 51.15 1.10 21h 2.10 4.33 is 8854 136 3 3.08 6.37 80 1823 in 4 3.79 11.03 IN 76.21 580 6 5.13 25.98 iSO 13030 11.18 Dimensional: Fittings: ASME 816.3 Unions: ASME B16.39 Bushings/Plugs: ASME 816.14 Material: ASTM A-197 Galvanizing: ASTM A-i 53 (Hot Dip Galvanizing) Threading*: ASME 81.20.1 Pressure Rating: Fittings: ASME B16.3 Unions: ASME 816.39 Bushings/Plugs: ASME B 16.14 Pressure Testing: All malleable iron llttin9s are tested for through wall porosity using an air under water process. Agency Approvals: All malleable iron Fittings and unions are UL listed and FM Approved. British Standard threading per BS 21 available upon request. http://www.anvi!intl.comlProductSearchlPrintProduct.aspx?lid=43 81 1/8/2014 I1W AWROWC .f4W ffJThOl Print Page 2 of 5 ANVIL Malleable Iron Screwed Fittings - Class 150 lREDUCI NG tI Nominal _______ 0imensior ____ A 8 C Approx. WLloch h fr ti ni St (ninr) St (iwi) 1St 1kg) V1 8 0.97 24.44 0.97 2444 0.98 24.89 0.24 OH 3k 1.04 25,42 1.04 27.42 1.03 201.6 0.27 1112 IS 1$ Ii 1.22 1.22 1.20 0.31 70 3099 21199 7048 1117 1 1.36 1.36 1.26 0.49 -- 25 3S4 14.34 02im 1172 1h. 1.20 1.12 1.22 0.38 211 3.121 2145 8321 1170 15 3 1.05 1 2W 1.05 2447 1.08 1 2742 0.36 0.16 20 14 3k UI 1.12 7245 1.12 NO 1.13 7210 0.39 1118 20 '.6 1.20 1.20 1.22 0.43 75 3048 31148 AN 11311 1 1.45 1.45 1.37 0.67 25 7283 2543 J*45 0.28 1 -r- I 1.50 1.1$ 1.50 0.63 75 1 2210 29.97 1 2210 079 14 1.26 E12 1.36 0.48 15 3730 19.4 34.54 0.1) '.4 75 3 20 1.37 .54211 1.22 23.4% 1.45 3454 0.56 015 1 1.50 1.36 1.50 0.61 25 3870 3454 2210 4130 '.4 1.26 1.20 1.36 0.53 75 774$ 37142 245.4 1124 14 41 1.37 1.31 1.45 0.61 20 20 3420 .3321 AXT 1178 1 1.50 1.45 1.50 0.71 25 3i -70141 3443 35 1.18 1.18 1.27 037 40 229) 29.9) 3224 1 4174 '4 1.26 1.26 1.36 0.62 IS 321$ 371$ .5454 4173 1 35 70 1.37 23.45 L3T 7245 1.45 3.442 0.69 0.31 23 1% 1.67 1.67 1.58 0.94 .32 42A2 42.42 41713 (143 114 1.80 1.80 1.65 1.01 441 45)2 4542 4797 1149 2 2.02 2.02 1.73 1.45 541 51.34 51,31 424 a 054 MATERIAL SPECIFICATIONS Dimensional: Fittings: ASME B16.3 Unions: ASME B16.39 Bushings/Plugs: ASME B 16.14 Material: ASTM A-197 Galvanizing: ASTM A-)53 (Hot Dip Galvanizing) Threading*: ASME B1.20.1 Pressure Rating: Fittings: ASME B16.3 Unions: ASME B16.39 Bushings/Plugs: ASME B 16.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron Fittings and unions are UL Listed and FM Approved. British Standard threading per BS 21 available upon request. REDUCIN G Nominal Size - A B prax. . Eadi St dm17) Itt (anti ______ Dimensions 447,42 MY it s. (kg) 14 1 25 1.58 44113 1.36 305.4 0.82 is 1% 1.75 1.53 0.95 .120.4 14445 1142 14 1.45 1.31 1.62 0.15 20 3.442 .1321 47.75 034 36 1 1.58 1.45 1.67 0.87 70 25 4013 An 4742 019 1'.3 1.75 1.62 1.75 1.00 44.4$ .41.45 44.45 11.45 14 1.34 1.26 1.53 0.74 15 3404 324$ I 2214 1134 14 1.45 1.37 1.62 0.82 1 20 30119 2145 41 0.31 1 '4 25 1 TSU T5U 767 094 3? 25 47173 23.70 42,42 1143 1% 1.75 1.61 1.75 IN 32 44.45. 4742 44.45 1149 14 1.26 1.26 1.44 028 HI 32470 12470 1 34.58 035 '4 1.34 1.34 1.53 0.84 Ii 2404 AN 032.4 4738 11/4 14 20 1.45 1483 1.45 3683. 1.62 42.15 0.92 (142 1 1,58 138 1.61 IN 32 41113 491 4742 1141 114 1.88 1.88 1.82 1.34 417 4115 4713 44.73 1142 2 iio 2'JO 1.90 1.65 http://www.anvilintl.com/ProductSearch/PrintProduct.aspx?lid=4380 1/8/2014 Print Page 4 of 5 Malleable Iron Screwed Fittings - Class 150 REDUCING TE _______ Dimensions Ilominol Size 4 B 1 C Approx. WI. ki. ( (n) hi. (nmt) A rnvn) th (Ig) ½ JL 'iW L. 194 J22L 166 IM 471L 194 1.24 0J4 ½ F iL 1.50 3ai0 1.26 3t. 169 42.97 0.86 039 _414-i1 194 1.15 1.94 1.29 10 .411 49.28 44.45 4928 059 r iw isu iso roe 25 41,9) 8040 472 0.39 1 1W 1.82 167 188 1.23 25 32 1 1523 4242 47,75 0.56 -ii;-- 1.94 1.80 1.94 1.35 g 72 0-28 0.41 'W 20 1.52 8041 145 as 1.15 1.04 047 V.4 I 25 145 4494 1.58 44.12 14545 .80 4572 LI 053 49 114 37 174 .32 -T.-$T- 4623 1J 4445 188 47.75 U2 040 114 1.94 1.88 1.94 1.45 40 ON 4724 49.23 0M 2 2.10 2.10 1.90 1.82 . 3224 9--m 4*24 084 W 1.41 1.41 1.66 1.04 JSSL 1s .A/ 1.52 132 L15 1.14 3844 8042 46.45 052 1½ I 1.65 1.65 1.80 1.27 40 .25 4491 4491 45.72 054 174 32 1.82 4523 -1i2 44.23 -Ear 47.75 E43 0.45 2 2.16 2.16 2.02 1.89 59 .5446 54.94 51.31 0.85 ½ 2 2.25 1.88 2.25 1.89 15 50 11.44 4125 57.15 4155 14 T 2.25 1.91 2.25 1.93 Ill SO 5744 5t7.94 5715 083 1 1.81 1.75 1.87 1.39 1 2S 4591 1 44.45 47.50 1 0.3.? 2 2.25 2.02 2.25 2.00 25 SO _57I5 931 .2.iL 091 1½ 1.90 1.75 2.10 1.64 12 4524 4445 5,134 014 114 lW 2.02 1.88 ''116 1.80 32 '40 5431 41.75 54.84 082 2 2.25 2.10 2.25 2.09 50 5744 1 80114 5715 095 1 1.73 1.65 2.02 1.57 75 4524 4491 5424 0.14 2 50 15, 11/4 32 1.90 4024 1.82 4573 2.10 5734 1.71 0178 154 2.02 1.94 2.16 1.88 40 411 5434 4028 5424 1185 2. 2.25 2.16 2.25 2.21 _57.15 1 54.24 _)L t: - ½: 1.49 1.49 1.88 1.53 15 3125 5125 41.75 (1,49 14 211 160 4044 1.60 40M 197 5901 1.63 4174 2 1 25 1)3 4394 113 4394 2.02 5431 1.78 084 50 1½ 1.90 1.90 2.10 1.91 .32 4224 4524 5334 4489 1½ 2.02 2.02 2.16 2.12 441 11.31 5421 54.84 094 2½ 2.60 2.60 .2.39 .3.15 45 45414 44214 4*71 143 REDUCING TEE Dimensions' __ Hominal Size A8C Approx. WI:IOth lit (ml?) A (nvitl A (mILl li (mz lbs. Og) - 14 21) 1.74 4520 174 4& 2.32 8093 2.67 422 T81'' 25 4750 47541 #1123 429 2½ 2½ 116 :2.04 2.04 2.45 3.09 65 5 32 54.81 51,87 45211 1,4(1 1½ :2.16 2.16 2.51 329 49 5486 54*6 WI 449 - 2 59 .2.39 2.39 SO1L 2.60 3.65 JA 2 2 252 2.2.5 2.89 _ 3.88 so 59 187 .......2.37......2.84 20 41.50 4730 44$ [80 1 20U '1TOV '116 396 25 8021) 54131) #755 4311 3 89 3 1½ , 32 2.11 55.12 -ITT-'-T74 5512 4910 4.23 192 135 2.29 2.29 2.80 4.45 00 40 5811 45U 21.12 7112 2.52 2.52 2.89 4.90 50 45 01 4504 13,44 722 1 W 2.83 7.83 2.99 5.69 ..L. 7248 1188 Jfl5 Z58 - 2 :2.14 2.74 3.41 7.52 49# 4940 8444 521 4 4 .4 3.05 3.05 3.51 8.51 38 1 .t_. 1147 17.41 39.15 3116 3 3.30 3T3U TU 'th 84) 8221 11W 9744 4241 http://www.anvilintl.comfProductSearchlPrintProduct.aspx?lid=43 80 1/8/2014 M appnovso !etLe. IOb,irAwWIWJa,nff nSR.wum. Print Page 2 of 3 Malleable Iron Screwed Fittings - Class 150 tIi 1:1.W1 Nominal Size Dimension A Approx. Wt. Eoth k. Omit ki. (is) lbi (kg 0.69 0.06 6 11.S3 0,03 ¼ 0.81 0.10 8 20.9 005 ¼ 0.95 0.15 10 2413 007 ½ 1.12 0.22 IS 20.45 010 ¼ 1.31 0.36 30 3321 036 1 130 0.57 SOlO 026 1% 1.75 0.87 32 4445 040 1½ 1.94 1.16 49.20 053 2 2.25 1.81 SO 57)5 02 2½ 2.10 3.23 65 60.54) 1.47 3 3.08 4.82 0 1823 015 4 319 8.41 9621 0.02 6 5.13 19.96 150 1 13530 1 ms Dimensional: Fittings: ASME B 16.3 Unions: ASME B116.39 Bushings/Plugs: ASME B16.14 Material: ASTM A-i 97 Galvanizing: ASTM AA 53 (Hot Dip Galvanizing) Threading*: ASME B1.20.1 Pressure Rating: Fittings: ASME Bi6.3 Unions: ASME 816.39 Bushings/Plugs: ASME B16. 14 Pressure Testing: All malleable iron fittings ore tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron fittings and unions ore UI Listed and FM Approved. British Standard threading per BS 21 available upon request. http://www.anvilintl.comlProductSearchlPrintProduct.aspx?lid=4370 1/8/2014 Print Page 2 of 3 i0LI Malleable Iron Screwed Fittings - Class 150 c®ui liOtfi APPROVEO piIuwRu.n*.uwncu REDUCI NG 90' lt:TuIIY' Dimensions Nominal Size Approx. WI. lath A B ½ X% 014 016 0.08 4:6 ____ 010 004 0.81 0.85 0.11 100A 2057 2159 005 0.80 0.90 0.13 10:8 2235 2286 00$ ½x½ 0.97 0.98 0.16 1518 2464 NO 007 Ph x 14 1.04 1.03 0.19 IS: 10 2442 2414 009 34x% 1.12 1.13 0.26 28.10 012 1.22 0.29 Xx IS __ 013 ix% 1.26 0.35 1 3240 1214 Ix½ 136 0.42 ) 3434 I x$ 20x10g 34 1.45 0.47 __ 36M 029 1½x½ 1.53 0.54 32JS 4 3316 1274 1.62 0.62 32:20 3 41,15 078 116x1 1.67 0.13 3b25 4013 42,42 1223 1½ x ½ 1.38 1.65 0.65 41115 3i05 4L29 1229 I½x½ 1.52 135 0.74 40:70 3341 44.45 034 1½ x 1 1.65 1.80 0.88 412S 4191 4972 1240 I½xI½ 1.82 1.88 1.03 4423 4215 047 2x½ 1.50 1.89 0.93 SOw 15 3810 48.01 1 042 2x½ 1.60 1.97 1.04 50:29 4064 50,04 041 20 1.73 2.02 1.28 SOils 4894 $1.31 1258 2x1% 1.90 2.10 - 1.36 sOd? 4274 $134 110 2x 11h 2.02 2.16 1.51 511:43 .5131 AN 1268 Dimensional: Fittings: ASME 816.3 Onions: ASME B16.39 Bushings/Plugs: ASME 816.14 Material: ASTM A-i 97 Galvanizing: ASIM A153 (Hot Dip Galvanizing) Threading*: ASME 131.20.1 Pressure Rating: Fittings: ASME 816.3 Unions: ASME 816.39 Bushings/Plugs: ASME B 16.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron Fittings and unions are Ut Listed and FM Approved. British Standard threading per 85 21 available upon request. REDUCING 90' DimensionsB Approx. WI. lath Nominal Size A fn. (nun) ti. (mml At, (into) 1b 491 21hx1t4 2.16 2.53 2.20 65:40 5416 6315 1W 2%x2 2.39 2.60 2.55 65150 4037 6604 L16 3 x 2 232 2.89 3.35 10:50 401 1841 ISP 3 x 21A 2.83 2.99 4.12 IL4S 1595 Ill 4x2 2.12 3.43 5.01 IWA 50 009 *117 771 43 3 3.30 3.60 6.65 Win 40.82 9144 20 http://www.anvilintl.com/ProductSearchlPrintProduct.aspx?lid=437 1 1/8/2014 Print Page 2 of 3 Malleable Iron Screwed Fittings - Class 150 wtie APPROVaD rw Uw Li'e. u1iiJIkIcU Nominal Size Dimension A Approx. WI. Eisth ½ 0,96 0.05 24$8 0,02 ¼ 1.06 0.08 8 202 044 ½ 1.16 0.12 JO 294 0.05 ½ 1.34 0.17 Ic UAW 001 ¼ 1.52 0.27 10 3&61 0.12 1 1.67 0.43 25 4Z42 020 1% 1.93 0.65 RX2 0,0 1½ 2.15 0.86 40 $444 039 2 2.53 1.35 SO 84.26 044 21h 2.80 2.33 85 1315 3 3.18 3.36 1 8021 UI 4 3.69 52 1 log 93i3 2.54 Dimensional: Fittings: ASME 816.3 Unions: ASME 13116.39 Bushings/Plugs: ASME B16.14 Material: ASTM A-1 97 Galvanizing: ASIM 4153 (Hot Dip Galvanizing) Threading*: ASME B1.20. Pressure Rating: Fittings: ASME 816.3 Unions: ASME 816.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron fittings and unions are UL Listed and FM Approved. British Standard thicading per BS 21 available upon request. http://www.anvilintl.comfProductSearch/PrintProduct.aspx?lid=4374 1/8/2014 Print Page 2of3 ANVIL Malleable Iron Screwed Fittings - Class 150 W100 AMOVE9 4e, lREDUCING ICOUPLING Nominal Size Dimension A Approx. Wt. lath h 1020 h OW 1bL(tq) 14x% 1.00 0.07 8i6 2540 0.03 1,13 0,09 104 2L10 044 1.13 0.10 10x8 7&1V 005 1.25 0.13 3135 046 4x V4 1.25 0.13 15:8 3135 003 1.25 0.14 15:10 31.75 046 %x% 1.44 0.18 20:6 33.53 0.08 1.44 0.20 20*8 3438 0.09 Vx% 1.44 0.21 At la all? z'4 1.44 022 10:15 36,53 0.10 1:54 1.69 0.34 25:15 42.73 015 lx V4 1.69 0.36 25:20 47.93 0.16 1%: 54 2.06 0.47 32:15 57.3.2 021 I%XV4 2.06 0.51 32:20 52.32 6.23 1%11 2.06 0.57 32:75 57.32 036 154:54 2.31 0.62 40:15 SW 028 15.4xi 2.31 0.66 4h70 5341 0.38 ISli I 2.31 0.73 40:25 SW 023 154:154 2.31 0.80 43:32 SW 036 Dimensional: Fillings: ASME 816.3 Unions: ASME B16.39 Bushings/Plugs: ASME B16.14 Material: ASTM A-i 97 Galvanizing: ASIM A-153 (Hot Dip Galvanizing) Threading*: ASME 111.20.1 Pressure Rating: Fillings: ASME B16.3 Unions: ASME B16.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron fittings are tested for through wail porosity using an air under water process. Agency Approvals: All malleable iron fillings and unions are UL Listed and FM Approved. 'British Standard threading per 8$ 21 available upon request. REDUCING [e Nominal Size Dimension A Approx. Wt. Each t,.8mv) In. (mm) 2:54. 2.81 094 50:15 11.32 0.43 2: V4 2.81 0.99 50:10 7127 045 2:) 2.81 1.03 50:35 71.37 041 2:1% 2.81 1.17 50:32 71.31 053 2:154 2.81 1.25 50:40 71.37 051 2.4x1'A 3.25 1.81 65:32 82.53 0.12 25.4:15.4 125 1.90 45:40 1235 026 234:2 , 3.25 2.04 45:50 87.55 073 3:1 3.69 2.48 80:25 fill 1.12 3x1% 3.69 2.55 t032 9373 3:1% 3.69 2.67 30:40 9313 1.21 3:2 3.69 2.18 8050 93.73 126 3:25.4 3.69 3.23 10:65 93)3 1.47 4:2 4.38 4.43 IWISO 111.25 2.01 4x2% 4.38 4.87 I1:6S 111.75 2.21 4:3 4.38 5.29 103,30 111.25 240 http://www.anvilintl.comlProductSearch/PrintProductaspx?lid=4379 1/8/2014 Print Page 2 of 3 Malleable Iron Screwed Fittings Class 150 C®' urn. APPROVEO rw Nominal Dimensions Approx. A B ( Size WI Each Li. Orsn) k (non) hi. (oon) hi. NO tk (tç) Solid ½ 0.44 0.28 0.38 0.04 I ILlS ill 9.6.5 002 sow 3t: 0.48 0.31 0,44 0.06 10 12.19 781 11.18 003 Cored ½ 0.56 0.38 0.58 0.08 Cored 0.63 0.44 0.63 0.13 23 16.03 ILlS I40 0.03 Cored 0.75 0.50 0.81 0.20 25 19.05 1210 2t51 Cored 1% 0.80 0.56 0.94 0.32 32 20.82 1422 23.03 0.15 Cored 1½ 0.83 0.62 1.13 0.43 43 71113 15.15 2010 An Cored 2 0.88 0,68 1.31 0.61 72.85 Ii.?? 33.21 0.30 Cored 21h 1.07 0.74 1.50 1.11 65 Vii 18.83 33.10 0.50 Cored 3 1.13 0.80 1.69 1.53 83 28.10 20.32 4253 0.69 Bet Plug 4 1.22 1.00 - 2.11 103 3099 2543 - 173 8cr Plug 6 1.40 1.25 - 4.00 ISO 35.56 31.15 - 1.81 Dimensional: Fittings: ASME 816.3 Unions: ASME B16.39 Bushings/Plugs: ASME 816.14 Material: ASTM A-i 97 Galvanizing: ASTM AA 53 (Hot Dip Galvanizing) Threading*: ASME 81.20.1 Pressure Rating: Fittings: ASME 816.3 Unions: ASME B 16.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron linings and onions are UL Listed and FM Approved. British Standard thtcøding per BS 21 oyoiloblø upon request. http://www.anvilintl.com/ProductSearch/PrintProduct.aspx?lid=4378 1/8/2014 Print Page 2 of 3 ANVIL Malleable Iron Screwed Fittings - Class 150 WIN APPROVED "0111 &StVAWJIfl*UlUcr Nominal Size Dimension A Approx. WI. Eath It in. (e ths (10 1j4a 0.53 0.03 6 1148 005 ha 0.63 0.05 16M 002 0.74 0.07 to Rea OR ½ 0.81 0.11 15 27.10 005 0.91 0.18 20 74.14 an 1.16 0.30 25 29.46 014 Wi 1.28 044 32 37.51 020 1½ 1.33 0.55 33.18 025 2 1.45 0.85 50 3W 039 2½ 130 1.49 85 4118 043 3 1.80 2.20 60 45)7 31h 1.90 3.02 90 48)6 131 4 2.08 3.79 too 57.83 1.72 6 2.55 8.11 150 8411 398 £ -SL'pphrd in 5iel 0i4 (Bhck and GiidJ. Dimensional: Fittings: ASME B16.3 Unions: ASME B16.39 Bushings/Plugs: ASME B16.14 Moteriol: ASTM A-i 97 Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threading*: ASME B1.20.1 Pressure Rating: Fittings: ASME B16.3 Unions: ASME 816.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron Fittings and unions are UL Listed and FM Approved. British Standard threading per BS 21 available upon request. All" -111k http://www.anvilintl.com/ProductSearchlPrintProduct.aspx?lid=4373 1/8/2014 Fig. 200 - "Trimline" Adjustable Band Hanger Size Range - 1/2" thru 8" pipe Material - Carbon Steel, Mil. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. (2½" thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (.1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-HA 71E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTm Fig. 200WON. Order By - Figure number and pipe size Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 3½ 2% 400 11 3/4 3/8 8mm or 10mm 3½ 21h 400 11 1 3/8 8mm or 10mm 33A 2% 400 12 11% 3/8 8mm or 10mm 3% 27A 400 13 1½ 3/8 8mm or 10mm 37A 27A 400 14 2 3/8 8mm or 10mm 41h 3 400 15 2½ 3/8 10mm 5% 41A 600 27 3 3/8 10mm 57h 4 600 29 31h 3/8 10mm 7% 5¼ 600 34 4 3/8 10mm 7% 5 1000 35 5 1/2 12mm 91A 61/4 1250 66 6 1/2 12mm 10½ 6% 1250 73 8 1/2 12mm 13½ 8% 1250 136 Page 55 OFFICE!MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92819 • PH: 951.137.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.186.5266 www.toko.com c®us LISTED Fig. 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2" pipe. Material - Steel Function - Designed to be used in conjunction with TOLCOTM Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the bank hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-61-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed gpjy when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 OFFICEIMANUFATURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92819 • PH: 951.737.5599 • FAX: 951.137.0330 CUSTOMER SERVICE • 800.186.5266 www.tolco.com Dimensions • Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F. 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/.4 2710 2420 7/8 3770 3360 Fig. 98 -Ro&Stiffener Size Range - Secures 3/81rTh,.8hI hanger rod Material - Carbon Steel Function - Secures channel to hanger rod fôrveztial seismic Approvals - Underwriters Laboratories Listed in the SA.( Canada (cUL). Included in our Seismic Restraints Cata1egi Component of. St ~,temF' California OSHP LISUO Seismic Restrai Finish - troGalvanized Not-ailable in HOG finish or Stainless Steel materials. By - Figure number Fig. 99 - All Thread Rod Cut to Length Size Range - Secures 3/8" thru 7/8" rod in 1" increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HOG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8" thru 7/8" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HOG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F WtJ100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/.4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 1¼ 8000 7140 360 1½ 11630 10370 510 OFFICEIMAWUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 113 - Standard Hex Nut Size Range - Sizel/4" thru 11/2" Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Fig. 114 - Heavy Hex Nut Size Range - Sizel/4" thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Dimensions -Weights Width Width Rod Across Across Approx. Size Flats Points Thickness wtiioo 1/4 7/16 1/2 7/32 .7 5/16 1/2 37/64 17/64 1.1 3/8 9/16 21/32 21/64 1.6 1/2 3/4 55/64 7/16 3.7 5/8 15/16 144 35/64 7.3 3/4 11& 144 41/64 12.0 7/8 144 14. 3/4 19.0 1 1'/2 1I4 55/64 28.0 11/4 17!. 2144 1144 54.0 11/2 2'/4 2144 1q44 94.0 Fig. 115 - Flat Washer Size Range - Sizel/4" thru 11/2fl Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Dimensions • Weights Width Width Rod Across Across Approx. Size Flats Points Thickness Wt.I100 1/4 1/2 37/64 15/64 1.2 5/16 9/16 21/32 19/64 1.7 3/8 11/16 51/64 23/64 3.1 1/2 7/8 1/ 31/64 6.5 5/8 11/. 11544 39/64 12.0 3/4 11/4 1°4. 47/64 19.0 7/8 11116 121/n 55/64 30.0 1 1/ 1'/ 63/64 43.0 1'/4 2 25ha 1% 79.0 V!2 2/ 2/4 11 44 131.0 Fig. 117 - Lock Washer Size Range - Sizel/4" thru 3/4" bolt Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Dimensions • Weights Rod Size Outside Diameter Approx. Wt.I100 1/4 3/4 .7 5/16 1 1.5 3/8 1/ 3.9 1/2 1/4 7.7 5/8 istis 7.3 3/4 2 11.0 7/8 2'/4 19.0 I 2/4 22.0 1/4 3 26.0 1 /2 3V2 39.0 Dimensions 'Weights Rod Size Outside Diameter Approx. Wt./100 3/8 11/16 .6 1/2 7/8 1.3 5/8 11/ 2.4 3/4 11/4 4.0 Page 63 Office/Manufacturing Facility .1315 Sampson Ave. • Corona. CA 92879 Ph: 951.731.5599 • Fax: 951.137.0330 Customer Service • 800.186.5266 www.tolco.com I. < FM* &L LISTED APPROVED 9R21 1;! W MCCIM • Pipe Hanger Approvals *Pw <kr [ J .0 8007957 GST 10 3/8" Vertical CPVC 1-112" 300 1-1/2" 8020957 SWG 10 3/8" Horizontal CPVC 1-1/2" 300 8008957 GST2O 3/8" Vertical 2-1/2" 850 1-1/2" 4' 1475 8068925 GST2O-SS 3/8' Vertical 2-1/2" 850 1-1/2" 8010957 GST3O 3/8" Vertical 4' 1500 1-1/2" 4" 1475 1-112" 8009925 GST 25-380 3/8" Horizontal 4' 1500 8022925 SWG 25-380 3/8' Horizontal 3-1/2"-4" 1500 1-1/2' 8021957 SWG 20 3/8" Horizontal 2-1/2' -3" 1050 1-1/2' 8073925 SWG 20-SS 3/8" Horizontal 2-1/2' 850 8139957 SH-GST20 3/8" 17" Angle off Vertical 1050 1-1/2' 4' 1.475 1-1/2' 8141957 SH-GST3O 3/8" 17' Angle off Vertical 1500 1-1/2' 4 1475 1-1/2' - Pipe Hanger Approvals I, !ik _ _ 8038957 DSTR 1 3/8' Vertical 4" 1500 .035' 4' 1475 .105' 8037957 DSTR 1-1/2 3/8" Vertical 4' 1500 .035' 4' 1475 .105" 8039957 DSTR 516 3/8' Vertical - 4' 1500 .037' 4' 1475 .105" 8045957 DST 516 3/8" Vertical 4" 1500 .188' 4 1.475 - .188" 8046957 TEK5O -- 3/8' Vertical - 4' 1500 .250' 4' 1475 .188" 8055951 SWDR 1 3/8' Horizontal 4" 1500 .037" 4' 1475 .060" 8056957 SWDR 516 3/8' Horizontal 4' 1500 .037' 4' 1475 .060' 8054951 SWDR 1-1/2 3/8" Horizontal 4" 1500 .037" 4' - 1475 .060' -- 8137957 SH-DSTR 1 3/8' 17' Angle off Vertical 4' 1500 .035' 4' 1475 .105' 8150922 XP 20 3/8' Vertical 2-1/2' 850 .027' . 1475 .105* 8153922 XP 35 3/8" Vertical 3-1/2' 1250 .060' 2- 940 8294922 SXP 20 3/8' Vertical or up to 45' 2' 750 .027' 2" 635 .029- 8295922 SXP35 3/8' Vertical or upt089" 3-1/2' - 3-1/2' 1250 .060' .060" - 2" 635 - .029' 8293957 SWXP35 3/8" Horizontal 1250 - Pipe Hanger Approvals Part No. Model Rod Size Mount Direction UL Max Pipe Size UL Test Load (Ibs) UL Min FM Max FM Test PSI Pipe Size Load (Ibs) FM Mm PSI 8059957 CST 20 3/8' Vertical 4' 1475 3000 8061957 SWC 20 3/8" Horizontal 4" 1475 3000 8150922 XP 20 3/8' Vertical 2-1/2' 850 Pre-Pour Structural @3000ps1 8150922 XP 20 3/8' Vertical 2-1/2' 850 Post-Pour Range II LWC !g 35 PCF (lbs/ft3) 'SWG 25-300 Meoboum p'pe size In compoalte wood joist otuwud by UI. Is 3412" SWO 25-380 Maobnum pipe size Inwood timber mjolut abased by We 4" SWG 20 Maximum pipe aloe In composite wood joist allowed by UI. Ii 2-112' 20 Maximum pipe size Inwood Umber or joist allowed by UI. Is 3' Sammys' and Truss-T Hanger" are registered trademarks of 11W Buildex and Illinois Tool Works, Inc. 0200811W Buildes and Emote Tool Wail.. Inc. REVV, 0303 88540 UI. and FM tents were performed In compliance with NFPA 13 Standards. Fastening requirement 5 Omen weisht of wator4l!sd schedule 40 pipe pbs 250 pounds. iviBuiIaex www.itwbuildex.com 800-BUILDEX Component of State of California OSHPD Approved Seismic Restraints System Maximum Design Load 1" thru 4" pipe size —2015 lbs. 6" size - 1265 lbs. Fig. 1000 - "Fast Clamp" Sway Brace Attachment SCS Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40 IPS.* Pipe size used for bracing: 1" and 1¼" Schedule 40 IPS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Features - Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation - The Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete brac- ing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install - Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Tighten hex nuts until leaf spring is flat. It is recom- mended that the brace angle be adjusted before hex nuts are fully tightened. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spac- ing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NQI be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92819 • PH: 951.731.5599 • FAX: 951.137.0330 CUSTOMER SERVICE • 800.186.5266 wv.wtolco.com Component of State of California OSHPD Approved Seismic Restraints System Fig. 4A - Pipe Clamp for Sway Bracing Size Range - 4" thru 8" pipe. For sizes smaller than 4" use TOLCON Fig. 4. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Installation Instructions - The Fig. 4A is the "braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the "bracing pipe and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft. lbs. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish — Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish Fig. 4A - Longitudinal Brace TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NQI warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NM be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. Dimensions • Weights Pipe Max. Horizontal Approx. Sizes A B C D Bolt Size Design Load Wt./1100 4 81h 9/16 3% TY56 1/2 2015 221 5 9% 9/16 37A 4% 1/2 2015 253 6 11½ 5/8 5 5½ 1/2 2015 513 8 131/4 3/4 61V16 61A 1/2 2015 601 FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.731.5599 • FAX: 951.731.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com C®US USTED Component of State of California OSHPD Approved Seismic Restraints System Fig. 980 - Universal Swivel Sway Brace Attachment Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural steel up to 1/4" thick. Material - Carbon Steel Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace B assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish — Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. PATENT #6,273,372 Dimensions • Weights Max. Design Approx. A B H Load Lbs. WtJ100 5¼ 1½ 17/32 2765 132 Available with hole sizes to accommodate up to 3/4" fastener. Consult factory. Lateral Brace TOLCO® brand bracing components are desgined to be compatible PM with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does liQI warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NQI be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92819 • PH: 951.137.5599 • FAX: 951.731.0330 CUSTOMER SERVICE • 800.186.5266 www.toko.com POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterfiow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die- cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. UL, ULCandCSFMListed,FMandLPCBApproved,NYMEA Accepted, CE Marked Service Pressure: Upto450 PSI (31 BAR) Minimum Flow Rate forAlarm: IO GPM (38LPM) Maximum Surge: 18 FPS (5,5 m/s) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 1251250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA 411P54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40°F/1 20°F, 4,50C1490C Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-I3 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6" (15cm) of a fitting which changes the direction of the waterfiow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" ±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice. Potter Electric Signal Company °2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 0 www.pottersignal.com PRINTED IN USA MKT.#8800001- REV W PAGE 1 0F2 MFG. 05400761 - 7/02 Page 72 (E)POTTER The Symbol of Protection VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG.2 OPTIONAL TAMPER SWITCH RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A B" SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "8" TO INSTALL DRILL HOLE AS INDICATED: PIPE SIZE HOLE SIZE to 2 1/2" I 1/4" +1/8" -1/16" (50mm to 65mm) (33mm ±2mm) to 8" 2" ±1/8" (80mm to 200mm) 50mm ±2mm) Cover Tamper (with cover in place) C s-.., (60) (aX) DWG. 76I-30 DIRECTION OF WATERFLOW DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50FT,-LBS (68 n-m) OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) o o A 10-25 8 20-40 C 35-55 DIE 50_70180_90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS I WI or Comm NONOUT am cum ON MA -moruw "M an PIPAMM nu Ron k. n€ IC MO IC Doug ICflOIMCIOI ICICT Iu au ICCowl= MO ~ 109 MV4 A0 CC OR OSI TIC ODM a N TIC IIII. Comm am ITII4 NOTES: The Model VSR-F has two switches, one can be used to operate a central station, pro- prietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. A condition of LPC Approval of this product is that the electri- cal entry must be sealed to exclude moisture. For supervised circuits see "Switch Terminal Connec- tions" drawing and caution note (Fig. 1). FlG.4 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center. G. 1761-4 APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterfiow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 -REV W PAGE 2 OF 2 MFG. 95400761 - 7/02 Page 73 Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-340 to 660C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT MAX. TYPICAL dB AT 10 FT. (3m)(2) MINIMUM dB AT 10 FT. (3m)(1) 6(150) 12VDC P60126 1706012 .12A 85 16 6(200) 12VDC P9D128 1708012 .12A 90 77 10(250) 12VDC PBD1210 1710012 .12A 92 78 6(150) 24V0C P8D246 1708024 .06A 87 77 8(200) 24V0C P80248 1708024 .06A 91 79 10(260) 24V00 PBD2410 1710024 .06A 94 80 6(150) 24VAC PBA246 1806024 hA 91 78 8(200) 24VAC P8A248 1808024 .17A 94 77 10 (260) 24VAC PBA2410 1810024 .17A 94 78 6(150) 120VAC PaA1206 1806120 .05A 92 83 8(200) 120VAC P8A1208 1808120 .05A 99 84 10 (260) 120VAC PBA12010 1810120 .05A 99 86 (E)'POTTER The Symbol of Protection 6" BELL SHOWN BELLS PBA-AC & PBD-DC UL Listed Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC -> I2OVAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling BurglarAlarm Environment: Indoor or outdoor use (See Note 1) -400 to 150°F (400 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8850001 - REV S PAGE 1 OF 2 MFG. #5400776 -5/05 Page 74 (E)POTTER The Symbol of Protection BELLS PBA-AC & PBD-DC DIMENSIONS INCHES (mm) FIG. I BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONETHREADED 1 /2' CONDUIT ENTRANCE (U2 0) a. (200) 6 (150) 2 11/16 - D. g776-1 (68) 3 r ri 53/4k (146) L. d-1 (41) 4 1/4'. (108) M. 0776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (ii) RED (CUT) 301N) WHIlE (OUT) TO NEXT BD.L FROM CONTROl. PANa 0 ORFROM CONTROL PNIOL -- (CUT) III pREcESIRO BELL RMSTOR PREcEOlHO Sal. OR DO--L1IE OR MACK (IN) rALMM WHDI ELECFRCAL WJPERWEDON IS REQUIRED USE IN AND OUT Lf.IDS AS SHOWN. NOTES OBSERVE POLARITY 10 RING D.C. BELLS, RED WIRES POSITIVE (+) BLACK WIRES NEGATIVE (-) WHEN UECFWAL SUPEQWIN S REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: I. WHEN LOSING A.0 BELLS. TERMINATE EACH EXTRA WE SEPARATELY AFTER LAST BELL 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON A.C. BELLS. DWG. #776-3 INSTALLATION The bell shall be installed in accordance with NFPA 72 or local Ahj. The top of the device shall be no less than 90" Aff and not less than 6" below the ceiling. Removethegong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REVS PAGE 2 OF 2 MFG. #5400776 - 5/05 Page 75 Cab"Inet K":'Ier Sprin=:::'_--` Head'Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product IecbnicaI Description U Data Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate either 34" or 94" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5" high -x -734" long x 234" deep 6 head - 5" high -x 14" long -x 3W' deep 12 head - 5" high x.1".04" long -x 5" deep Weight:. 3 head -.1.5 lbs. 6 head - 2.3 lbs. 12 head -4lbs. Page 76 No. 28-6.0 INTUMESCENT SEALANT APPLICATIONS SpecSeal® LCI Sealant has a broad application base designed to seal a wide variety of common penetrations in light commercial and grouped residential construction. Penetrant types include insulated and non-insulated metallic pipes and tubes, nonmetallic pipes and tubes, and common electrical service and power distribution, telephone, data, and 1V cabling. This product is also used in conjunction with other SpecSealtR Products such as SpecSeal® Firestop Collars and Wrap Strips to protect larger plastic pipes. See Table A for a summary application list. PRODUCT DESCRIPTION SpecSeal® LCI Sealant is a versatile and economical intumescent product intended for firestopping a wide array of applications in small commercial or grouped residential construction and other structures with similar applications. SpecSeal® LCI Sealant is available in a single grade that has excellent caulk- ing properties as well as high build properties on vertical or overhead surfaces. This single grade may be caulked (standard cartridge or bulk loaded), knifed or troweled. In addition, SpecSeal® LCI Sealant does not contain PCB's or asbestos. SpecSeal® LCI Sealant is storage stable (when stored according to the manufacturer's recommenda- tions), and will not separate or shrink when dried. SpecSeal® Series LCI Sealant will adhere to all com- mon construction and penetrant materials and contains no solvents that might adversely effect plastic pipes or cable jackets. Economical: High performance without the high price! Highly Intumescent: Expands up to B times. Excellent Smoke Seal Water Resistant: Will not re-emulsify when dry. Water-Based for easy installation, cleanup, and disposal. Acoustically Tested: Reduces noise transmission Sale .. Low VOC's, No Solvents, Non-Halogenated Paintable PERFORMANCE SpecSeal® LCI Sealant is the basis for systems that meet the exacting criteria of ASTM E814 (ULl 479) and ASTM E1966 (UL2079) as well as to the time-temperature requirements of ASTM El 19 (UL263). LCI provides up to a 2-hour tire rating for typical service penetrations through concrete or wood floors, concrete or masonry walls, as well as gypsum board walls (3-hour for metallic pipe, conduit and tubing). SpecSeal® LCI Sealant meets Class A finish requirements for Flame Spread and Smoke Development when tested in accordance with ASTM E84 (UL723). SpecSeal® LCI Sealant is also acoustically tested, demonstrating excellent sound attenuation properties. PHYSICAL PROPERTIES SYSTEM COMPATIBLE fties Si Color Red Odor Mild Latex Density 9.0 lb/gal (1.08 twIt) PH 9.0 In Service Temperature a 130F (54C) Flame Spread O Smoke Developed 5' SIC Rating 62 (AS11d ES WASIM C919) VOC Content Qbs ç.og4) (EPA Method 24/A513d 03960) Shelf Ufa 2yrs Volume Expansion tOX Free Expansion Storage Temp. s130'F4°C) oeaaodis) ,,SSIP4 FILL VOID OR CAVITY MATERIALS FOR USE IN JOINT SYSTEMS AND THROUGH-PENETRATiON FIRESTOP c ®us SYSTEMS. SEE UL DIRECTORY OF PRODUCTS CERTIFIED FOR CANADA AND UL FIRE RESISTANCE DIRECTORY. VS I APPRUVR) SPECIFICATIONS The firestopping sealant shall be a water-resistant, intumescent latex sealant. The sealant when exposed to high heat or flame shall exhibit a free expansion of up to 8 times its original volume. The firestopping sealant shall contain no water soluble nor hygroscopic ingredients and shall be acoustically tested. The sealant shall be UL Classified and/or FM approved and tested to the requirements of ASTM E814 (UL1479) and shall meet Class A finish requirements when tested in accordance with ASTM E84 (UL723). SPECIFIED DIVISIONS DIV. 7 07840 Through-Penetration Firestopping DIV. 13 13900 Special Construction Fire Suppression & Supervisory Systems DIV. 15 15250 Mechanical Insulation —Fire Protection DIV. 16 16050 Basic Electrical Materials & Methods Technical Service 1-800-992-1180 STI. www.stifirestop.com 511 Product Data Sheet • Series LCI Intumescent Sealant • FOD-5062 06/2007 Fig 1: METAWC PIPES- ConcreteiMasoniy floors & Walls I Fig 2: INSULATED METALUC PIPES-ConcreteRttasoniy floors & Walls I LCI I I P Steel Sealant Mineral Wool LCI LCI I ° I Sleeve r'rT Stool metallic • Sealant I Sealant _______ LCI Sealant Concrete .L01111i (Both Sides) Wool Pipe Steel ' r'i Mineral Sleeve \ Floor A o Mineral d Wool ::aulated rete Wa$5 . \ Ins utatei :1J1 Concrete Metallic Pipe Assembly - Pipe Wall I UL System No. C-AJ-1353 FRatng3It-TRathg:0i4 Stealer Iran :<12",Ccçç,er Poe: c4" Anndus:O" 1o2" Sealant Dm0i: 1/4" UL System No. W-J4098 FRiw2Kr-TRalteg1I43(4&1Hr Steal PjanW,CorperPpe:c4" A,n*is If to 2" UL System No. C-AJ-5138 FRatng.2WTRathg:3'4er1 F Sled or lion Pj,e: 6, Copper Pie: 4 Pipe Cesite Max Tiber erereral wad pipe bsuIalon. Ainà: 114 to 1-58". Sealant 1/2" Fairg: Non 4 pot mierd wool (3"h) Pipe Size Diameter of Opening (in.) 1.5 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10 12 14 26 Tod. Pips 0.5" 0.840 0.3 0.6 1.6 3.0 TV-" 9.5 12.4 19.5 28.1 38.3 132.6 1.315 0.1 0.4 1.4 2.8 4.6 6.7 9.3 12.2 19.3 27.9 38.1 132.4 U7 Muk*by2 1.5" 1.900 1.1 2.4 4.2 6.4 8.9 11.9 18.9 27.6 37.8 132.0 w MalL25 2.375 0.7 2.0 3.8 6.0 8.5 11.5 18.5 27.2 37.4 131.6 r 2.5" 2.875 0.1 1.5 3.3 5.4 8.0 10.9 18.0 26.7 36.9 131.1 3.500 0.7 2.5 4.7 7.2 10.2 17.2 25.9 36.1 130.3 3.5" 4.000 1.8 3.9 6.5 9.4 16.5 25.1 35.3 129.6 4.500 0.8 3.0 5.6 8.5 15.6 24.2 34.4 128.7 6" 6.625 1.1 4.0 11.1 19.7 29.9 124.2 8" 8.625 • 4.9 13.6 23.8 118.0 10" 10.750 5.6 15.8 110.0 12" 12.750 6.6 100.8 24" 24.000 . 19.6 IMPORTANT NOTE llaatableia for estimation pnposescdy. Consult UL In Residence Okedary ar Sri Pto.ict&Ap*cation ouldefaropedficInstallation reemnnfo and tnstationa a Fig. 3: ELECTRICAL, DATA OR COMMUNICATIONS- Gypsum Walls Cable LCI Sealant jJ [jj,i Sealant Bundle (Both Sides) Non-Metallic (Both Sides) Conduit Gypsum Wallboard Gy Wairboard Assembly Assembly UL System No. W-L-3169 UL System No. W-L-2241 F Rating: 1,2Hr.T Rating: %and% FRating: 1,2llr"TRating:0,'4 1, 1-4 Up to 4-12-cabIe bundle <2-Rigid PVC orENMT, CPVC, ABS Annulus: 0-to %-- Sealant 5/8" Annulus: 0.1"• Sealant 5(8" TABLE A- APPLICATIONS TESTED AND CLASSIFIED FOR FIRE RESISTANCE Metallic Pipes including steel, iron, or copper pipe and tubing. - Nonmetallic Pipes, Conduits & Tubing including PVC, CPVC, ABS, and PEX. Electrical & Electronic Cabling including service entrance, power distribution, computer, telephone, and television. Metal Ductwork including HVAC, bath and dryer vents. Insulated Pipes including heating, cooling, and condensation applications. Complete Wood floor flrestcpping package for electrical, plumbing, HP/AC, telephone, and television. ST! Product Data Sheet • Series LCI Intumescent Sealant • FOD.5062 06/2007 Technical Service 1-800-992-1180 = www.stifirestop.com S'IlI. I Fig. 4: BARE & INSULATED METALLIC PIPES-Wood floor Assemblies I Metallic Pipe LCI Sealant LCI Sealant Insulated Metallic Pipe Wood Floor LCI Wood Floor Assembly Sealant Assembly UL System No. F-C-1074 F Rating: I & 2 Hr • I Rating: 'A, hand 1 Hr Steel, Iron or Copper: 4• Chase wall optional. Annulus: 0t0 1 -- Sealant 5/8Th01tom, Wtop UL System No. F-C-5043 F Rating: 1 & 2 Hr • I Rating: 3A and 1 Hr Steel, Iron or Copper 4 Pipe covering: 1Fiber Glass, Mineral fiber or AB/PVC • Chase wall optional. Annulus: 0t0 1.Sealant: 518- bottom, V4t0p. INSTALLATION INSTRUCTIONS GENERAL: Areas to be protected must be clean and free of oil, loose dirt, rust or scale. Installation temperatures must be between 35°F (2°C) and 100°F (38°C). Allow product to dry a minimum of 24 hours before exposure to moisture. SYSTEM SELECTION: Selection of an appropriate tirestop system design is critical to the fire protection process. Space limitations preclude highly detailed information pertaining to individual application systems. Please consult the Product & Application Guide as well as the UL® Fire Resistance Directory for additional information. FORMING: Some installations may require forming as either an integral part of the system or as an option to facilitate installation. In systems where forming is required, mineral wool baits with a minimum nominal density of 4 PCF (64 kg/ml) are generally required. Cut forming material oversize to allow for tight packing. Position forming material to allow for the proper depth of fill material FILL MATERIAL: SpecSeal® LCI Sealant may be installed by caulking using a standard caulking gun or from bulk containers using a bulk loading caulk gun, or by manually troweling using a mason's trowel or putty knife. If the sealant tends to pull back from a surface, clean the surface with a damp rag or sponge and reapply. Work sealant into all areas exercising care to eliminate voids or seams. The surface of the sealant can be smoothed using a putty knife dipped in water. Adding water to the sealant itself is not recommended. Sealant (when dry) may be painted using most non-solvent based paints. In gypsum wallboard penetrations, apply a minimum cove bead of 1/4 (6 mm) at the interface of the penetrant with both exterior wall surfaces. SMOKE SEALING: In some applications including firestop collars, SpecSeal® LCI Sealant is recommended as a smoke seal It is suggested in these applications that the sealant be applied to both sides of walls. In floor applications, a sealing bead is suggested top and bottom. LIMITATIONS: SpecSeal® LCI Sealant is water- based and cures through the evaporation of water. Low temperatures as well as high humidity may retard drying. Non-porous or impermeable backing materials, plates, or coatings may retard the drying process. Do not paint or seal in any way that pre- vents contact with air until sealant has dried through completely. This product has been designed to be safe with plastics and has been used extensively and successfully with a variety of different types of plastic pipes, tubes, and plastic cable insulations. Variations in these materials however, make it impossible to guarantee compatibility. STI strongly recommends that the user consult with the manufacturer of the pipe, tubing, or cable in question regarding any known sensitivities or potential restrictions before applying this product. Fig. 5: BARE & INSULATED METALLIC PIPES- Gypsum Walls Metallic JJ1'1J{oth Sides) Insulated LCI Sealant LCi Sealan tPipe Pipe Metallic (Both Sides) LCI Sealant (Both Sides) NHJ___ AC Line GYsum f ' Set III I{ft sum Waltboard Gy sum Waltboard Walrboard I I I Assembly Assembly Assembly UL System No. W-L-1222 UL System Nos. W-L-5121' W-L-5122 UL System No. W-L-8025 F Rating: 1,2Hr.l Rating: 4,~,1 Hr F Rating: 1,2Hr•T Rating: 1 Hr&1/4Hr F Rating: 1,2Hr•T Rating: 'AHr Steel or Iron pipe: 8 Copper pipe: 4 Steel or Iron pipe: 6 Copper pipe: 4 AC Line Set: Two copper tubes, Annulus: 0-to r• Sealant 5/8 Pipe covering: Max. 2-fiber glass, one with V4AB/PVC and thermostat wire V4-AB/PVC or 2- mineral fiber Annulus: 0t0 1• Sealant 5/8 Annulus: 0t0 1-1/2. Sealant: 5/8 STI. Technical Service 1-800-992-1180 511 Product Data Sheet • Series 1(1 Intumescent Sealant • FOD-5062 06/2007 www.stiflrestop.com CAT. NO. DESCRIPTION LCI300 Sealant 10.1 oz Tube 18.2 Cu In (300 in[) LCI305 Sealant 5 Gal Pail 1,155 Cu In (19.0 Liters) LC1320 Sealant 20 oz Sausage 36 Cu in. (592 ml) LC1329 Sealant 29 oz Quart Tube 52 Cu in. (858 ml) MAINTENANCE No maintenance is normally required, however a periodic inspection of rated barriers is recommended to make sure that any new openings, modifications of previously installed firestops, or areas exhibiting physical damage, have been properly sealed or repaired. Subsequent sealing or repairs should be accomplished using SpecSeal® products per the original approved design. RETROFIT. When adding or removing penetrants, care should be taken to minimize damage to the seal. Reseal using SpecSeal® products per the approved design. NOTE: New penetrants of a different nature than the original design may require a totally new firestop design or extensive modifications to the existing design. Reseal all openings as per the requirements of the modified design. TECHNICAL SERVICE Specified Technologies Inc. provides toll free technical support to assist in product selection and appropriate installation design. UL Systems, Material Safety Data Sheets and other technical information is available through the Technical Library at wwwstitirestop.cnm. PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. AVAILABILITY SpecSeal® Series LCI Sealant is available from authorized STI distributors. Consult factory or website for the names and locations of the nearest sales representatives or distributors. ssSseaiant The Industry's most versatile sealant provides the lirestopping solutions for a wide range of combustible and noncombustible to 8X! applications. Water-based Intumescent sealant expands up Three grades of intumescent wrap strips provide an unmatched combination of flexibility, economy, and expansion (up to 30X). Systems for plastic pipes including FR Polypropylene up to 8 trade size! SSC&LCCFIreaiCollars Easy to install, economical protection for ABS and vc pipes (both solid and loam core) as well as cpvc, PVDF, and FRPP. ICC Collars are available up to4 and SSC Collars are avail. able up to 6 trade size. Firestop Mortar Lightweight, versatile and economical! The best choice for large or complex installations. SSP Flrestop Putty Available both in bar form and in pads, putty provides easy retrofit for lhrough.penelrations and economical protection for electrical boxes. Pensfi@ Silicones Sealants and loam for through penelralions and construction mints. Unexcelled aging charac- tedstics and flexibility. Elastomeulc Joint Seals New economical products for sealing construction joints. Choose caulk or spray applied products lasted to U1.2079. CITY OF NEW YORK MEA 211-01-M IMPORTANT NOTICE: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is not guaranteed WARRANTY Specified Technologies Inc. manufactures its goods in a manner to be free of defects. Should any defect occur inks goods (within one year), Specified Technologies Inc., upon prompt notification, will at its option, exchange or repair the goods or refund the purchase price. LIMITATIONS AND EXCLUSIONS: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE. No statement or recommendation not contained herein shall have any force or effect unless in an agreement signed by officers of seller and manufacturer. MADE IN THE USA - COPYRIGHT © 2008 SPECIFIED TECHNOLOGIES, INC. NFL Specified Technologies Inc. 200 Evans Way. Somerville, NJ 08876 I Toll Free: 800-992-1180 • F: 908.526.9623 STI Product Data Sheet • Series L(I inturnestent Sealant • FOD-5062 06/2007 Technical Service 1400-992-1180 www.stltlrestop.com Mi STI. Guide XHEZ (W-L-1222 - B Card) Through-Penetration Firestop Systems (Cont'd from W-L-1222 - A Card) System No. W-L-1 222 October 04, 2000 F Ratings - I and 2 Hr (See Item 1) I Ratings - 1/4, 3/4 and 1 Hr (See Item 2) 1. Wall Assembly - The I or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be mm 3-5/8 in. wide and spaced max 24 in. OC. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 10-5/8 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (point contact) to max 2 in. Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used: Steel Pipe - Nom 8 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. Iron Pipe - Nom 8 in. diam (or smaller) cast or ductile iron pipe. Conduit - Nom 6 in. diam (or smaller) rigid steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. diam (or smaller) flexible steel conduit. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. Copper Tube - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube. Type of Penetrant Max Diam T Rating Steel or iron pipe, steel conduit or EMT 2 in. 1 hr Steel or iron pipe, steel conduit or EMT 8 in. 3/4 hr Copper pipe or tube 4 in. 1/4 hr 2A. Through Penetrating Product* - Flexible Metal Piping - As an alternate to Item 2, one nom 1-1/4 in. diam (or smaller) steel flexible metal pipe to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe and the periphery of the opening shall be min 0 in. (point contact) to max 2 in. Pipe to be rigidly supported on both sides of the wall assembly. OMEGA FLEX INC TITEFLEX CORP ABUNDYCO WARD MFG INC 3. Fill, Void or Cavity Material* - Sealant - Mm 5/8 in. thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, mm 1/4 in. diam bead of fill material applied at metallic pipe/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant *Bearing the UL Classification Marking Guide XHEZ October 04, 2000 Through-Penetration Firestop Systems W-L-I 222 - A Card System No. W-L-1222 F Ratings - I and 2 Hr (See Item I) T Ratings - 1/4, 3/4 and 1 Hr (See Item 2) Section A-A (Cont'd on W-L-I 222 - B Card) Guide XHEZ (C-AJ-1354 - B Card) Through-Penetration Firestop Systems (Cont'd from C-AJ-1 354 - A Card) System No. C-AJ-1353 November 30, 2001 F Rating —3Hr T Rating —0Hr 1. Floor or Wall Assembly - Mm 2-1/2 in. thick reinforced lightweight or normal weight (100- 150 pcf) concrete floor. Floor may also be constructed of any min 6 in. thick hollow-core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 10 in. Max diam of opening in floors constructed of hollow- core is 7 in. See Concrete Blocks (CAZT) or Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Steel Sleeve - (Optional) - Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe cast or grouted into floor or wall assembly. Steel sleeve may be installed flush or may project a max 2 in. beyond the floor or wall surfaces. 3. Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min o in. (point contact) to max 2 in. Pipe, conduit or tube to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used: Steel Pipe - Nom 12 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. Iron Pipe - Nom 12 in. diam (or smaller) cast or ductile iron pipe. Conduit - Nom 6 in. diam (or smaller) rigid steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. diam (or smaller) flexible steel conduit. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. Copper Tube - Nom 4 in. diam (or smaller) Regular L (or heavier) copper tube. 3A. Through Penetrating Product* - Flexible Metal Piping - As an alternate to Item 3, one nom 2 in. diam (or smaller) flexible steel pipe to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (point contact) to max 2 in. Pipe to be rigidly supported on both sides of the floor or wall assembly. Omega Flex Inc Titeflex Corp A Bundy Co Ward Mfg Inc 4. Firestop System - The firestop system shall consist of the following: Packing Material - Min 4 pd mineral wool batt insulation compressed and tightly packed to mm 2-1/4 in. thickness. Packing material recessed from top surface of floor or both surfaces of wall as required to accommodate fill material (Item 413). In floors constructed of hollow-core precast concrete units, packing material to be recessed from both top and bottom surfaces of floor, as required to accommodate fill material (Item 413). When steel sleeve projects from top of floor or from both sides of wall, the thickness of mineral wool batt packing material should be increased by an amount equal to the distance that the sleeve extends past the floor or wall surface. Fill, Void or Cavity Material* - Sealant— Mm 1/4 in. thickness of fill material applied within annulus, flush with top surface of floor assembly or top edge of steel sleeve. In walls, mm 1/4 in. thickness of fill material applied flush with both surfaces of wall assembly or both ends of steel sleeve. In floors constructed of hollow-core precast concrete units, fill material installed symmetrically on both side of floor. At point contact location, apply mm 1/4 in. diam bead of fill material at pipe/concrete interface or pipe/steel sleeve interface on top surface of floor or both surfaces of wall or precast concrete units. Specified Technologies Inc - SpecSeal LCI Sealant Guide XHEZ November 30, 2001 Through-Penetration Firestop Systems C-AJ-1353-A Card System No. C-AJ-1353 F Rating -2Hr TRating - OHr f. M EM Section A-A (Cont. on C-AJ-1 353-B Card)