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Home My WebLink About3409 VIA MONTEBELLO; ; AS140115; Permit5/2/24, 3:58 PM * AS140115 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140115 3409 VIA Job Address: Status: ISSUED MONTEBELLO Permit Type: SPRINK Applied 5/8/2014 Parcel No: 2230507200 Approved: 5/22/2014 Lot #: 0 Reference No.: Issued: 5/22/2014 PC #: Inspector: Project Title: LA COSTA TOWN SQUARE BLDG 25 DESIGN, HYDRAULICALLY CALCULATE AND INSTALL OVERHEAD FIRE SPRINKLER SYSTEM FOR NEW RETAIL SHELL BLDG PER 2010 NFPA 13. Applicant: PARAMOUNT FIRE SYSTEMS, INC P.O. BOX 713194 SANTEE,CA 619-562-6247 Owner: PROPERTY DEVELOPMENT CENTERS L L C C/O SAFEWAY INC 5918 STONERIDGE MALL RD PLEASANTON CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 268 0 268 0 about:blank 1/1 aJBmrnzi. t FIRE Sys TEMS, INC. -,4&- LA COSTA TOWN SQUARE BUILDING 25 3409 Via Montebello Carlsbad, CA, AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Remote Area 25a, Roof level grid: Density.20/1500 Remote Area 25b, Mezzanine: Density. 20/1500 Water Flow Data Backflow Data coiflplia1iC1 -ell t: ppal with the Conch1 applicahiC codes and ,.IaflLhirdS in in the inIMliC(11. The tuWflCI OC eouui actor niaV tulul.0 this neviCV in itul)PO1l t an ,p1 ucahion lor a htuuldIfl p:I 11111 ill' the C ICS 1111110.IiI(I thai tho. viCt% in no •t a relue' es the nWfl C0nhi'11.OI ()c their pu uut Ice[or aru:lliiect iou soIC for itu%% with said cod and suandtr(l5 uuultidu11 uhe I ultliu1 code or lou uny 1.5p 1t5ihuhY II Ccie1uC err0s. 0101 SII'05 01 utclicnce 1uuhcse plans review- Wit ; nOt uuuued in this 4 j9fq RICOMMEN iewo APPK'L 1((IN1) AlPROA1A' NOTED AS1 4011 HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 25A; BUILDING 25 ROOF LEVEL GRID 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 1/2 200 251 1Y3131 SSU 5.6 1/2 155 111 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1500 S.F. END SPRINKLER: 26.0 GPM' @ 24.0 PSI. NO. OF SPRINKLERS FLOWING: 16 I HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: AT BASE OF RISER 422.0 GPM @ 69.3 PSI AT PUMP DISCHARGE NA •• GPM @ NA PSI AT SOURCE 672.0 GPM @ 96.8 PSI P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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 1663.0 105.9 672.0 96.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 672.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 422.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 96.8 672.0 Ui 283.0 - - - - 96.8 - - - U2 309.0 - - - - 85.5 - - - U3 327.0 - - - - 77.7 - - - U4 324.0 - - - 63.9 - - - U5 321.3 - - - - 65.1 - - - B2 319.0 - - - - 66.0 - - - Bi 318.0 - - - - 66.4 - - - U6 323.0 - - - - 64.2 - - - U7 323.0 - - - - 64.1 - - - U8 305.0 - - - - 71.9 - - - U9 333.5 - - - - 59.7 - - - B7 334.0 - - -' - 59.5 - - - B6 334.0 - - - - 59.5 7 - - U1O 339.0 - - - - 57.3 - - - Ui]. 343.0 - - - - 55.5 - - - U12 345.0 - - - - 54.6 - - - U13 343.0 - - - - 55.5 - - - B23 339.0 - - - - 57.2 - - - U14 339.0 - - - - 57.2 - - - tJ15 337.0 - - - - 57.9 - - - B18 331.0 - - - - 60.3 - - - B20 329.0 - - - - 61.2 - - B25 307.0 HOSE STREAM 70.5 250.0 B9 338.0. - - - - 57.6 - - - B8 338.0 - - - - 57.6 - - - DPi 285.0 - - - - 95.8 - - - RP1IN 290.0 - - - - 93.6 - - - RP10UT 290.0 - - - - 78.6 - - - DP2 285.0 - - - - 80.8 - - - DP3 327.0 - - - - 77.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE .(FT) (PSI) (GPM) RP2IN 332.0 - - - - 75.5 - - - RP20UT 332.0 -. - - - 60.5 - - - DP4 327.0 -. - - - 62.6 - - - P15 307.0 - - - - 70.4 - - - P16 307.0 - - - - 70.3 - - - D25 307.0 - - - - 70.2 - - - BR25 309.0 - -. - - 69.3 - - - TR25 317.7 - - - - 62.6 - - - 1 317.7 - - - - 60.8 - - - RF1 345.5 - - - - 44.3 - - - 2 345.5 - - - - 40.5 - - - 3 345.5 - - - - 40.5 - - - 4 345.5 - - - - 40.5 - - - 5 345.5 - - - - 40.6 - - - 6 345.5 - - - - 40.3 - - - 7 345.5 - - - - 39.2 - - - 8 345.5 - - - - 38.5 - - - 9 345.5 - - - - 37.6 - - - 10 345.5 - - - - 36.8 - - - 11 345.5 - - - - 36.2 - - - 12 345.5 - - - - 35.4 - - - Ml 345.5 . - - - 34.9 - - - 13 345.5 - - - - 34.7 - - - 14 345.5 - - - - 34.1 - - - 15 345.5 - - - - 33.7 - - - 16 . 345.5 - - - - 33.2 17 345.5 - - - - 32.9 - - - 18 345.5 - - - - 32.7 19 345.5 - - - - 32.7 - - - 20 348.0 - - - - 37.2 - - - 21 348.0 - - - - 37.2 - - - 22 348.0 - - - - 37.1 - - - 23 348.0 - - - - 36.9 24 3480 - - - - 36.6 - - - 25 348.0 - - - - 36.3 26 348.0 - - - - 35.8. - - - 27 . 348.0 - - - - 35.2 - - - 28 348.0 - - - - 34.8 - - - M4 348.0 - - - - 34.3 - - - 29 348.0 - - - 34.0 - - - 30 348.0 - - - - 33.1 - - - 31 348.0 - - - - 32.3 - - - 32 348.0 - - - - 31.5 - - - 33 348.0 - - - - 30.4 - - - 34 348.0 - - - - 29.2 - - - 35 348.0 - - - - 28.8 - - - 36 348.0 - - - - 28.7 - - - 101 348.0 K= 5.31 30.3 29.2 102 348.0 K= 5.31 24.7 26.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 103 348.0 K= 5.31 24.3 26.2 104 348.0 K= 5.31 24.3 26.2 105 348.0 K= 5.31 24.4 26.2 106 348.0 K= 5.31 24.8 26.5 107 348.0. K= 5.31 24.5 26.3 108 348.0 K= 5.31 24.1 26.1 109 348.0 K= 5.31 24.1 26.0 110 348.0 K= 5.31 24.1 26.1 111 348.0 K= 5.31 24.5 26.3 112 348.0 K= 5.31 24.4 26.2 113 348.0 K= 5.31 24.0 26.0 114 348.0 K= 5.31 24.0 26.0 115 348.0 K= 5.31 24.0 26.0 116 348'.O K= 5.31 24.5 26.3 SPRINKLER -SYSTEM HYDRAULIC ANALYSIS . Page 4 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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: 0. 672.0 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 96.8 (N/A) 1.9 150 FTG ---- PE 0.0 Ui 283.0 0.0 96.8 0.0 0.000 TL 25.00 PV Pipe: 1 240.0 11.938 PL 465.00 PF 0.0 Ui 283.0 0.0 96.8 0.0 0.7 150 FTG ---- PE -11.3 U2 309.0 0.0 85.5 0.0 0.000 TL 465.00 PV Pipe: 2 240.0 16.876 PL 552.00 PF 0.0 U2 319.0 0.0 - 85.5 0.0 0.3 150 FTG T2L PE -7.8 U3 327.0 0.0 77.7 0.0 0.000 TL 781.68 PV Pipe: 3 240.0. 9.514 PL 20.00 PF 0.0 U3 327.0 0.0 77.7 0.0 1.1 150 FTG TG PE 0.0 DP3 327.0 0.0 77.6 0.0 0.000 TL 108.00 PV Pipe:. 4 . . 240.0 10.520 PL 5.00 PF 0.0 DP3 327.0 0.0 77.6 0.0 0.9 140 FTG L PE -2.2 RP2IN 332.0 0.0 75.5 0.0 0.000 TL 31.00 p\7 Pipe: 5 . FIXED PRESSURE LOSS DEVICE R52IN 332.0 0.0 75.5 0.0 15.0 psi, 240.0 gpm RP20UT 332.0 0.0 60.5 0.0 Pipe: 6 240.0 10.520 PD 5.00 PF 0.0 RP20UT 332.0 .0.0 60.5 0.0 0.9 140 FTG L PE 2.2 DP4 327.0 0.0 626 0.0 0.000 TL 31.00 PV Pipe: 7 240.0 9.514 PL 138.00 PF 0.0 DP4 327.0. 0.0 62.6 0.0 1.1 150 FTG LG PE 1.3 U4 324.0 0.0 63.9 00 0.000 TL 172.00 PV Pipe: 8 132.8 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 63.9 0.0 .0.9 150 FTG . G PE 1.2, U5 321.3 0.0 65.1 0.0 0.000 TL 74.00 PV Pipe: 9 132.8 7.758 PL 106.00 PF 0.0 U5 321.3 0.0 651 0.0 0.9 150 FTG LG PE 1.0 B2 319.0 0.0 66.0 0.0 0.000.TL 135.00 PV Pipe: 10 132.8 7.758 PL 214.00 PF 0.0 B2 319.0 0.0 66.0 0.0 0.9 150 FTG 2LG PE 0.4 Bi. 318.0 0.0 66.4 0.0 0.000 TL 265.00 PV Pipe: 11 , 132.8 7.758 PL 457.00 PF 0.1 B1 318.0 0.0 66.4 0.0 . 0.9 150 FTG LG PE -2.2 U6 323.0 0.0 64.2 0.0 0.000 TL 486.00 PV J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE:. 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 2.5A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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: 12 132.8 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 64.2 0.0 0.9 150 FTG TLG FE 0.0 U7 323.0 0.0 64.1 0.0 0.000 TL 176.00 PV Pipe: 13 431.9 9.514 FL 55.00 PF 0.1 Ui 283.0 0.0 96.8 0.0 1.9 150 FTG TG FE -0.9 DPi 285.0 0.0 95.8 0.0 0.001 TL 143.00 PV Pipe: 14 . 431.9 10.520 FL 5.00 PF 0.0 DPi. 285.0 0.0 95.8 0.0 1.6 140 FTG L PE -2.2 RF1IN 290.0 0.0 93.6 0.0 0.000 TL 31.00 PV Pipe: 15 . FIXED -PRESSURE LOSS DEVICE RP1IN 290.0 .0.0 93.6 0.0 15.0 psi, 431.9 gpm RP10UT 290.0 0.0 78.6 0.0 Pipe: 16 431.9 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 78.6 0.0 1.6 140 FTG L FE 2.2 DF2 285.0 0.0 80.8 0.0 0.000 TL 31.00 PV Pipe: 17 . 431.9 9.514 PL 292.00 PF 0.2 DP2 285.0 0.0 80.8 0.0 1.9 150 FTG 2LG FE -8.7 U8 . 305.0 0.0 71.9 0.0 0.001 TL 352.00 PV Pipe: 18 -56.5 7.758 FL 220.00 PF 0.0 U8 .. 305.0 0.0 71.9 0.0 0.4 150 FTG 2G FE -.7.8 U7 323.0 0.0 64.1 0.0 0.000 TL 234.00 PV Pipe: 19 107.2 7.758 FL 344.00 PF 0.0 U4 324.0 o..o 63.9 0.0 0.7 150 FTG TG FE -4.1 U9 333.5 0.0 59.7 0.0 0.000 TL 410.00 PV Pipe: 20 107.2 7.758 FL 150.00 PF 0.0 U9 333.5 0.0 59.7 0.0 0.7 150 FTG 2L FE -0.2 B7 334.0 0.0 59.5 0.0 0.000 TL 194.00 PV Pipe: 21 107.2 7.758 FL 5.00 PF 0.0 B7 334.0 0.0 59.5 0.0 0.7 150 FTG ---- FE 0.0 B6 334.0 0.0 59.5 0.0 0.000 TL 5.00 PV Pipe: 22 107.2 7.758 FL 338.00 PF 0.0 B6 334.0 0.0 59.5 0.0 0.7 150 FTG ---- PE -2.2 U10 339.0 0.0 57.3 0.0 . 0.000 TL 338.00 PV Pipe: 23 107.2 7.758 FL 309.00 PF 0.0 U10 339.0 0.0 57.3 0.0 0.7 150 FTG T2L FE -1.7 Ull 343.0 0.0 55.5 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA T.OWN'SQUARE; BLDG 25, AREA 25A 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: 24 107.2 7.758 PL 201.00 PF 0.0 Ull 343.0 0.0 55.5 0.0 0.7 150 FTG LG PE -0.9 U12 345.0 0.0 54.6 0.0 0.000 TL 230.00 PV Pipe: 25 107.2 7.758 PL 222.00 PF 0.0 U12 345.0 0.0 54.6 0.0 0.7 150 FTG T2LG PE 0.9 U13 343.0 0.0 55.5 0.0 0.000 TL 332.00 -PV Pipe: 26 107.2 7.758 PL 201.00 PF 0.0 U13 343.0 0.0 55.5 0.0 0.7 150 FTG L PE 1.7 B23 339.0 0.0 57.2 0.0 0.000 TL 223.00 PV Pipe: 27 107.2 7.758 PL 76.00 PF 0.0 B23 339.0 0.0 57.2 0.0 0.7 150 FTG G PE 0.0 U14 339.0 0.0 57.2 0.0 0.000 TL 83.00 PV Pipe: 28 -76.3 7.758 FL 383.00 . PF 0.0 U14 339.0 0.0 57.2 0.0 0.5 150 FTG TG PE 0.4 B9 338.0 0.0 57.6 .0.0 0.000 TL 449.00 PV Pipe: 29 -76.3 7.758 PL 10.00 PF 0.0 B9 338.0 0.0 57.6 0.0 0.5 150 FTG ---- FE 0.0 B8 338.0 0.0 57.6 0.0 0.000 TL 10.00 PV Pipe: 30 -76.3 7.758 PL 488.00 PF 0.0 B8 338..0 0.0 57.6 . 0.0 0.5 150 FTG TG FE 6.5 U7 323.0 0.0 64.1 0.0 0.000 TL 554.00 PV Pipe': 31 183.5 7.758 FL 294.00 PF 0.1 ..U14 339.0 0.0 57.2 0.0 1.2 150 FTG T2L FE 0.9 U15 337.0 0.0 57.9 0.0 0.000 TL 397.00 PV Pipe: 32 . 183.5 7.758 PL 543.00, PF 0.2 U15 337.0 0.0 57.9 0.0 1.2 150 FTG 2L FE 2.6 B18 331.0 0.0 60.3 0.0 0.000 TL 587.00 PV Pipe: 33 183.5 7.758 FL 94.00 PF 0.0 B18 331.0 0.0 60.3 0.0 1.2 150 FTG ---- PE 0.9 B20 329.0 0.0 61.2 0.0 0.000 TL 94.00 PV Pipe: 34 183.5 7.758 FL 454.00 PF 0.2 B20 329.0 0.0 61.2 0.0 1.2 150 FTG 2L PE 9.5 B25 307.0 H.S. 70.5 250.0 0.000 TL 498.00 PV Pipe: 35 . -488.4 7.758 FL 220.00 PF 0.5 B25 307.0 H.S. 70.5 250.0 3.3 150 FTG TG FE 0.9 U8 305.0 0.0 71.9 0.0 0.002 TL 286.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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: 36 422.0 7.758 PL 25.00 PF 0.1 B25 307.0 H.S. 70.5 250.0 2.9 1 150 FTG . TG PE 0.0 P15 307.0 0.0 70.4 0.0 0.001 TL 91.00 PV • Pipe: 37 422.0 8.510 PL 6.00 PF 0.1 P15 • 307.0 0.0 70.4 0.0 2.4 140 FTG CG PE 0.0 P16. • 307.0 0.0 70.3 0.0 • 0.001 TL 89.00 PV Pipe: 38 422.0 7.758 PL .30.00 PF 0.1 P16 307.0 0.0 70.3 0.0 2.9 150 FTG 2L FE 0.0 D25 • 307.0 0.0 70.2 0.0 0.001 TL 74.00 PV Pipe: 39 . 422.0 8.510 FL 6.00 PF 0.0 D25 307.0 0.0 70.2 0.0 2.4 140 FTG L PE -0.9 BR25 309.0 0.0 69.3 0.0 0.001 TL 28.00 PV Pipe: 40 422.0 3.314 PL 12.00 PF 3.0 BR25 309.0 0.0 69.3 0.0 15.7 120 FTG 2L PE -3.8 TR25 317.7 0.0 62.6 0.0 0.135 TL 22:00 PV Pipe: 41 422.0 3.314 PL 8.33 PF 1.8 TR25 317.7 0.0 62.6 0.0 15.7 120 FTG L PE 0.0 1 317.7 0.0 60.8 0.0 0.135 TL 13.33 PV Pipe: 42 422.0 3.314 PL 28.00 PF 4.5 - . 317.7 0.0 60.8 0.0 15.7. 120 FTG L FE -12.1 RF1 345.5 0.0 44.3 0.0 0.135 TL 33.00 PV, Pipe: 43 . 422.0 3.314 FL 7.17 PF 3.7 RF1 345.5 0.0 443 0.0 15.7 120 FTG TL FE 0.0 5 345.5 0.0 40.6 0.0 0.135 TL 27.17 PV Pipe: 44 . -23.1 3.314FL 13.00 PF 0.0 2 345.5 0.0 40.5 0.0 0.9 120 FTG ---- FE 0.0 3 . 345.5 0.0 40.5 0.0 0.001 TL 13.00 PV Pipe: 45 -46.5 3.314 FL 13.00 PF .0.0 3 345.5 0.0 40.5 0.0 1.7 120 FTG ---- FE 0.0 4 345.5 0.0 40.5 0.0 0.002 TL 13.00 PV Pipe: 46 . . -70.4 3.314 PL 8.67 PF 0.0 4 345.5 0.0 40.5 0.0 2.6 120 FTG ---- FE 0.0 5 345.5 0.0 40.6 0.0 0.005 TL 8.67 PV Pipe: 47 .351.6 3.314 PL 3.33 PF 0.3 .5. 345.5 0.0 40.6 0.0 13.1 120 FTG . ---- FE 0.0 6 • 345.5 0.0 40.3 0.0 0.097 TL 3.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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: 48 328.3 3.314 PL 13.00 PF 1.1 6 345.5 0.0 40.3 0.0 12.2 120 FTG ---- FE 0.0 7 345.5 0.0 39.2 0.0 0.085 TL 13.00 PV Pipe: 49 310.1 3.314 PL 9.00 PF 0.7 7 345.5 0.0 39.2 0.0 11.5, 120 FTG ---- FE 0.0 8 345.'5 0.0 38.5 0.0 0.076 TL 9.00 PV Pipe: 50 295.0 3.314 FL 12.0 PF 09 8 345.5 0.0 38.5 0.0 11.0 120 FTG ----- PE 0.0 9 345.5 0.0 37.6 0.0 0.070 TL 12.50 PV - Pipe: 51 283.1 3.314 PL 13.00 PF 0.8 9 345.5 0.0 37.6 0.0 10.5 120 FTG ---- FE 0.0 10 345.5 0.0 36.8 0.0 0.065 TL 13.00 PV Pipe: 52 273.7 3.314 FL 8.50 PF 0.5 10 345.5 0.0 36..8 0.0 10.2 120 FTG ---- FE 0.0 11 345.5 0.0 36.2 0.0 0.061TL 8.50 PV Pipe: 53 265.1 3.314 PL 14.17 PF 0.8 11 345.5 0-.0 36.2 0.0 9.9 120 FTG ---- FE 0.0 12 345.5 0.0 35.4 0.0 ' 0.057 TL 14.17 PV Pipe: 54 256.4 3.314 PL 9.83 PF 0.5' 12 345.5 0..0 35.4 0.0 9.5 120 FTG ---- FE 0.0 Ml 345.5 0.0 34.9 0.0 0.054 TL 9.83 PV Pipe: 55 256.4 3.314 PL 3.17 PF 0.2 Ml 345.5 0.0 34.9 0.0 9.5 120 FTG ---- FE 0.0 13 345.5 0.0 34.7 0.0 0.054 TL 3.17 PV Pipe: 56 246.0 3.314 FL 12.00 PF '0.6 13 345.5 0.0 34.7 0.0 9.1 120 FTG ---- PE 0.0 14 345.5 0.0 34.1 0.0 0.050 TL 12.00 PV Pipe: 57 232.9 3.314 FL 9.00 PF 0.4 14 345.5 0.0 34.1 0.0 8.7 120 FTG ---- FE 0.0 15 345.5 0.0 33.7 0.0 0.045 TL 9.00 PV Pipe: 58 217.2 3.314 PL 12.00 PF 0.5 15 345.5 0.0 33.7 0.0 8.1 120 FTG ---- FE 0.0 16 345.5 0.0 33.2 0.0 0.040 TL 12.00 PV Pipe: 59 190.5 .3.314 FL 12.00 PF 0.4 16 345.5 0.0 33.2 0.0 7.1 120 FTG PE 0.0 17 345.5 0.0 32.9 0.0 0.031 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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: 60 . 127.4 3.314•PL 9.50 PF 0.1 17 345.5 0.0 32.9 0.0 4.7 120 FTG ---- PE 0.0 18 . 345.5 0.0 32.7 0.0 0.015 TL 9.50 PV Pipe: 61 63.8 3.314 PL 10.50 PF 0.0 18 345.5 0.0 32.7 0.0 2.4 120 FTG ---- PE 0.0 19 345.5 0.0 32.7 0.0 0.004 TL 10.50 PV Pipe: 62 23.1 2.703 PL 13.00 PF 0.0 20 348.0 0.0 37.2 0.0 1.3 120 FTG ---- PE 0.0 21 348.0 0.0 37.2 0.0 0.002 TL 13.00 PV Pipe: 63 . 46.5 2.703 PL 13.00 PF 0.1 21 348.0 0.0 37.2 0.0 2.6 120 FTG ---- PE 0.0 22 348.0 0.0 37.1 0.0 0.006 TL 13.00 PV Pipe: 64 70.4 2.703 PL 12.00 PF 0.2 22 348.0 .0.0 37.1 0.0 3.9 120 FTG ---- PE 0.0 23 348.9 0.0 36.9 0.0 0.013 TL 12.00 PV Pipe: 65 93.6 2.703 PL 13.00 PF 0.3 23 348.0 0.0 36.9 0.0 5.2 120 FTG ---- FE 0.0 24 348.0 0.0 36.6 0.0 0.023 TL 13.00 PV Pipe: 66 111.9 2.703 FL 9.00 PF 0.3 24 348.0 0.0 36.6 0.0 6.3 120 FTG ---- PE 0.0 25 348.0 0.0 36.3 0.0 0.031 TL 9.00 FV Pipe: 67 . 127.0 2.703 PL 12.50 PF 0.5 25 348.0 0.0 36.3 P.O 7.1 120 FTG ---- FE 0.0 26 348.0 0.0 35.8 0.0 0.040 TL 12.50 PV Pipe: 68 138.9 2.703 FL 13.00 PF 0.6 26 348.0 0.0. 35.8 0.0 7.8 120 FTG ---- FE 0.0 27 348.0 0.0 35.2 0.0 0.047 TL 13.00 PV Pipe: 69 148.3 2.703 FL 8.50 PF 0.4 27 348.0 0.0 35.2 0.0 8.3 120 FTG ---- PE 0.0 28 348.0 0.0 34.8 0.0 0.053 TL 8.50 PV Pipe: 70 156.8 2.703 FL 7.83 PF 0.5 28 348.0 .0.0 34.8 0.0 8.8 120 FTG ---- FE 0.0 M4 348.0 0.0 34.3 0.0 0.058 TL 7.83 PV Pipe: 71 156.8 2.703 FL 6.33 PF 0.4 M4 348.0 0.0 34.3 0.0 8.8 120 FTG ---- PE 0.0 29 348.0 0.0 34.0 0.0 0.058 TL 6.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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: 72 165.6 2.703 PL 13.00 PF 0.8 29 348.0 0.0 34.0 0.0 9.3 120 FTG ---- PE 0.0 30 348.0 0.0 33.1 0.0 0.065 TL 13.00 PV Pipe: 73 . 176.0 2.703 PL 12.00 PF 0.9 30 348.0 0.0 33.1 0.0 9.8 120 FTG ---- PE 0.0 31 348.0 .0.0 32.3 0.0 0.072 TL 12.00 PV Pipe: 74 189.0 2.703 PL 9.00 PF 0.7 31 348.0 0.0 32.3 0.0 10.6 120 FTG ---- PE 0.0 32 348.0 0.0 31.5 0.0 . 0.083 TL 9.00 PV Pipe: 75 . 204.8 2.703 PL 12.00 PF 1.1 32 348.0 0.0 31.5 0.0 11.5 120 FTG ---- PE 0.0 33 348.0 0.0 30.4 0.0 0.096 TL 12.00 PV Pipe: 76 202.2. 2.703 PL 12.00 PF 1.1 33 348.0 0.0 30.4 0.0 11.3 120 FTG ---- PE 0.0 34 348.0 0.0 29.2 0.0 0.094 TL 12.00 PV Pipe: 77 133.9 2.703 PL 9.50 PF 0.4 34 348.0 0.0 29.2 0.0 7.5 120 FTG ---- PE 0.0 35 348.0 0.0 28.8 0.0 0.044 TL 9.50 PV Pipe: 78 66.8 2.703 PL 10.50 PF 0.1 35 348.0 0.0 28.8 0.0 3.7 120 FTG ---- PE 0.0 36 348.0 0.0 28.7 0.0 0.012 TL 10.50 PV Pipe:. 79 23.1 1.728 PL 121.66 PF 2.2 2 345.5 0.0 40.5 0.0 3.2 120 FTG E3T PE -1.1 20 348.0 0.0 37.2 0.0 0.015 TL 149.66 PV Pipe: 80 23.3 1.728 PL 121.66 PF 2.3 3 345.5 0.0 40.5 0.0 3.2 120 FTG E3T PE -1.1 21 348.0 0.0 37.2 0.0 0.015 TL 149.66 PV Pipe: 81 23.9 1.728 PL 121.66 PF 2.4 4 345.5 0.0 40.5 0.0 3.3 120 FTG E3T PE -1.1 22 .348.0 0.0 37.1 0.0 . 0.016 TL 149.66 PV Pipe: 82 23.3 1.728 PL 121.66 PF 2.3 6 345.5 0.0 40.3 0.0 3.2 120 FTG E3T PE -1.1 23 348:0 0.0 36.9 0.0 0.015 IL 149.66 PV Pipe: 83 18.3 1.728 PL 121.66 PF 1.5 7 345.5 0.0 39.2 0.0 2.5 120 FIG E3T PE -1.1 24 348.0 0.0 36.6 .0.0 0.010 TL 149.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page ]. DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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: 84 15.1 1.728 PL 121.66 PF 1.0 8 345.5 0.0 38.5 0.0 2.1 120 FTG 4T PE -1.1 25 348.0 0.0 36.3 0.0 0.007 TL 153.66 PV Pipe: 85 . 11.9 1.728 PL 121.66 PF 0.7 9 345.5 0.0 37.6 0.0 1.6 120 FTG 4T PE -1.1 26 348.0 0.0 35.8 0.0 0.004 TL 153.66 PV Pipe: 86 9.4 1.728 PL 121.66 PF 0.4 10 345.5 0.0 36.8 0.0 1.3 120 FTG 4T FE -1.1 27 348.0 0.0 35.2 0.0 0.003 TL 153.66 - PV Pipe: 87 8.6 1.728 PL 121.66 PF 0.4 11 345.5 0.0 36.2 0.0 1.2 120 FTG 4T PE -1.1 28 348.0 0.0 34.8 0.0 0.002 TL 153.66 PV Pipe: 88 8.8 1.728. PL 121.66 PF 0.4 12 345.5 0.0 35.4 0.0 1.2 120 FTG 4T PE -1.1 29 348.0 0.0 34.0 0.0 0.002 TL 153.66 PV Pipe: 89 10.4 1.728 PL 121.66 PF 0.5 13 345.5 0.0 34.7 0.0 1.4 120 FTG 4T PE -1.1 30 348.0 0.0 33.1 0.0 0.003 TL 153.66 PV Pipe: 90 13.0 1.728 PL 121.66 PF 0.8 14 345.5 0.0 34.1 0.0 1.8 120 FTG 4T PE -1.1 31 348.0 0.0 32.3 0.0 0.005 TL 153.66 PV Pipe: 91 15.8 1.728 PL 121.66 PF 1.1 15 345.5 0.0 33.7 0.0 2.2 120 FTG 4T PE -1.1 32 348.0 0.0 31.5 0.0 0.007 TL 153.66 PV Pipe: 92 26.6 1.728 PL 77.92 PF 1.8 16 345.5 0.0 33.2 0.0 3.6 120 FTG 2T PE -1.1 101 348.0 5.3 30.3 29.2 0.019 TL 93.92 PV Pipe: 93 -2.6 1.728 PL 43.75 PF 0.0 101 348.0 5.3 30.3 29.2 0.4 120 FTG 2T PE 0.0 33 348.0 0.0 30.4 0.0 0.000 TL 59.75 PV Pipe: 94 63.2 1.728 PL 57.92 PF 7.1 17 345.5 0.0 32.9 0.0 8.6 120 FTG 2T FE -1.1 102 348.0 5.3 24.7 26.4 0.096 TL 73.92 PV Pipe: 95 36.8 1.728 PL 10.00 PF 0.4 102 348.0 5.3 24.7 26.4 5.0 120 FTG ---- PE 0.0 103 348.0 5.3 24.3 26.2 0.035 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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: 96 10.6 1.728 PL 10.00 PF 0.0 103 348.0 5.3 24.3 26.2 1.4 120 FTG ---- FE 0.0 104 348.0 5.3 24.3 26.2 0.004 TL. 10.00 PV Pipe: 97 -15.6 1.728 FL 10.00 PF 0.1 104 348.0 5.3 24.3 26.2 2.1 120 FTG ---- FE 0.0 105 348.0 5.3 24.4 26.2 0.007 TL 10.00 -PV Pipe: 98 -41.8 1.728 PL 10.00 PF 0.4 105 348.0 5.3 24.4 26.2 5.7 120 FTG ---- PE 0.0 106 348.0 5.3 24.8 26.5 0.045 TL 10.00 PV Pipe: 99 -68.3 1.728 FL 23.75 PF 4.4 106 348.0 5.3 24.8 26.5 9.3 120 FTG 2T FE 0.0 34 348.0 0.0 29.2 0.0 0.111 TL 39.75 PV Pipe: 100 63.6 1.728 PL 57.92 PF 7.2 18 345.5 0.0 32.7 0.0 8.7 120 FTG 2T PE -1.1 107 348.0 5.3 24.5 26.3 0.097 TL 73.92 PV Pipe: 101 37.4 1.728 PL 10.00 PF 0.4 107 348.0 .5.3 24.5 26.3 5.1 120 FTG ---- PE 0.0 108 348.0 5.3 24.1 26.1 0.036 TL 10.00 PV Pipe: 102 11.3 1.728 PL 10.00 PF 0.0 108 348.0 5.3 24.1 26.1 1.5 120 FTG ---.- PE 0.0 109 348.0 5.3 24.1 26.0 0.004 TL 10.00 PV Pipe: 103 -14.7 1.728 PL 10.00 PF 0.1 109 348.0 5.3 24.1 26.0 2.0 . 120 FTG ---- PE 0.0 110 348.0 5.3 24.1 26.1 0.007 TL 10.00 PV Pipe: 104 -40.8 1.728 PL 10.00 PF 0.4 110 348.0 5.3 24.1 26.1 5.6 120 FTG ---- PE 0.0 111 348.0 5.3 24.5 26.3 0.043 TL 10.00 PV Pipe: 105 -67.1 1.728 PL 23.75 PF 4.3 111 348.0 5.3 24.5 26.3 9.2 120 FTG 2T FE 0.0 35 348.0 0.0 28.8 0.0 0.108 TL 39.75 PV Pipe: 106 63.8 1.728 FL 57.92 PF 7.2 19 345.5 0.0 32.7 0.0 8.7 120 FTG 2T FE -1.1 112 348.0 5.3 24.4 26.2 0.098 TL 73.92 PV Pipe: 107 . 37.5 1.728 FL 10.00 PF 0.4 112 348.0 5.3 24.4 26.2 5.1 120 FTG ---- PE 0.0 113 348.0 5.3 24.0 26.0 0.037 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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: 108 11.5 1.728 PL 10.00 PF 0.0 113 348.0 5.3 24.0 26.0 1.6 120 FTG ---- PE 0.0 114 348.0 5.3 24.0 26.0 0.004 TL 10.00 PV Pipe: 109 -14.5 1.728 PL 10.00 PF 0.1 114 348.0 5.3 24.0 26.0 2.0 120 FTG ---- PE 0.0 115 348.0 5.3 24.0 26.0 0.006 TL 10.00 PV Pipe: 110 -40.5 1.728 PL 10.00 PF 0.4 115 348.0 5.3 24.0 26.0 5.5 120 FTG ---- PE 0.0 116 348.0 5.3 24.5 26.3 0.042 TL 10.00 PV Pipe: 111 -66.8 1.728 PL 23.75 PF 4.2 116 . 348.0 5.3 24.5 26.3 9.1 120 FTG 2T PE 0.0 36 348.0 0.0 28.7 0.0 0.106 TL 39.75 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. . 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.092 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.7 ft/sec at pipe 43. a. System remote area HAS been proven or 'peaked'. Minimum pressure at any sprinkler: 23.975 psi Minimum pressure with remote area shifted one sprinkler space toward left cross main: 23.978 psi Minimum pressure with remote area shifted one sprinkler space toward right cross main: 24.043 psi SPRINKLER SYSTEM HYDRAULI.0 ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N • Eli Tee LngEll ChkVlv BfyVlv GatViv AlmChk DPViv 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: Iynaf1 • HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N • Eli Tee LngEll ChkVlv BfyVlv GatVivAlmChk DPViv NPTee 1.728 4.00 8.00 2.00 9.00 6.00 1.00 10.00 13.00 10.00 2.703 6.00 12.00 4.00 14.00 7.00 1.00 10.00 13.00 15.00 3.314 7.00 15.09 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 IC B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.510 31.00. 59.00 22.00 76.00 20.00 7.00. 59.00 10.520 35.00 80.00 • 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lngths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatViv NPTee 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 0 Cl 1-0 -I 0 0 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3. DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A O Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 00 W —04 U.d-- . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C.: \HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A WATER SUPPLY CURVE 108+ *\\\\\\\o\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ I 104.4 psi @ 1663 gpm-> * • Flow Test Point 99+ • I x . 90+ • 81+ P 72+ R I E I• S 63+ U I R I E I 54+ C I P I S I I 45+ ) I 36+ 27+ • 18+ LEGEND U I U I X = Required Water Supply I • 96.77 psi @ 672.0 gpm 9+ II I 0 = Available Water Supply " I 105.86 psi @ 672.0 gpm U 0++-+---+----+-----+ ------+ --------+--------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page ]. DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25A.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 25A 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 101 5.60 7.00 1.080 ----------------------------------------------------------------------- 0.50 TT 12.02 120.00 5.31 HYDRAULIC SYSTEM This Building Is Protected ByAHydraulically Designed Automatic Sprinkler System PROJECT: LA COSTA TOWN SQUARE, CARLSBAD, CA CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. REMOTE AREA: AREA 2513; BUILDING 25 UNDER-MEZZANINE REMOTE AREA: HAZARD: LH OH-1 OH-11 X EH-1 EH-II - RES NFPA STANDARD: NFPA 13 EDITION: 2010 SYSTEM TYPE: WET AREA/SPRINKLER: 130 SQ. FT. USED; 130 SQ. FT. ALLOWED MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY TY3131 SSU 5.6 1/2 200 251 1Y3131 SSU 5.6 1/2 155 111 CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER 1500 S.F. END SPRINKLER: 26.0 GPM @ 24.2 PSI. NO. OF SPRINKLERS FLOWING: 13 I HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA DEMAND: •AT BASE OF RISER 362.6 GPM @ 73.8 PSI AT PUMP DISCHARGE NA GPM@ NA PSI AT SOURCE 612.6 GPM @ 101.0 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B 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 1663.0 105.9 612.6 101.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 612.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 362.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 283.0 SOURCE 101.0 612.6 Ui 283.0 - - - - 101.0 - - - U2 309.0 - - -- - 89.7 - - - U3 327.0 - - - - 81.9 - - - U4 324.0 - - - - 68.2 - - - U5 321.3 - - - - 69.3 - - - B2 319.0 - - - - 70.3 - - - Bi 318.0 - - - - 70.7 - - - U6 323.0 - - - - 68.5 - - - U7 323.0 - - - - 68.4 - - - U8 305.0 - - - - 76.2 - - - U9 333.5 - - - - 64.0 - - - B7 334.0 - - - - 63.8 - - - B6 334.0 - - - - 63.8 - - - U10 339.0 -. - - - 61.6 - - - Ull 343.0 -. - - - 59.8 - - - U12 345.0 - - - - 58.9 - - - U13 343.0 - - - - 59.8 - - - B23 339.0 - - - - 61.5 - - - U14 339.0 - - - - 61.5 - - - U15 337.0 -. - - - 62.2 - - - B18 331.0 - - - - 64.7 - - - B20 329.0 - - - - 65.5 - - - B25 307.0 HOSE STREAM 74.9 250.0 B9 338.0 - - - - 61.9 - - - B8 338.0 - - - - 61.9 - - - DPi 285.0 - - - - 100.1 - - - RP1IN 290.0 - - - - 97.9 - - - RP10UT 290.0 - - - - 82.9 - - - DP2 285.0 - - - - 85.1 - - - DP3 327.0 - - - - 81.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI.) (GPM) RP2IN . 332.0 - - - - 79.7 . - - - RP20UT 332.0 . - - - 64.7 - - - DP4 327.0 - - - - 66.9 . - - - P15 307.0 - - - - 74.8 - - - P16 307.0 - - - - 74.8 D25 307.0 - - - - 74.7 - - - BR25 309.0 - - - - 73.8 - - - TR25 317.7 . - - - - 67.8 - - - 1 317.7 - - - - 66.4 - - RF1 345.5 - - - 51.0 - - - 2 345.5 - - - - 48.1 - - - 3 . 345.5 - - - - 48.2 - - - 4 . 345.5 . - - - - . 48.2 - - - 5 345.5 - - - - 48.2 - - - 6 345.5 - - - - 48.0 - - - 7 345.5 - - - - 47.2 - - - 8 345.5 - - - - 46.7 - - - 9 345.5 - - - - 46.0 - - - 10 345.5 - - - - 45.5 - - - 11 345.5 - - - - 45.1 - - - 12 345.5 - - - - 44.6 - - - Ml 345.5 - - - -. 44.3 - - - M2 345.5 - - - - 43.2 13 345.5 - - - - 44.3 - - - 14 345.5 - - - - 44.3 - - - 15 345.5 - - - - 44.3 - - - 16 345.5 - - - - 44.3 - - - 17 345.5 - - - - 44.3 - - - 18 345.5 . - - - - 44.2 - - - 19 345.5 - - - - 44.2 - - - 20 348.0 - - - - 45.2 - - - 21 348.0 - - - - 45.2 - - 22 . 348.0, ---- .45.1 23 348.0 - - - - 4.0 - - - 24 348.0 - - - - 44.8 - - - 25 348.0 - - - - 44.5 - - - 26 348.0 - - - - 44.1 - - - 27 348.0 - - - - 43.6 - - - 28 . 348.0 - - - - 43.1 - - - M4 348.0 - - - - 42.7 - - - M5 348.0 - - - - 40.5 - - - 29 348.0 - - - - 42.7 - - - 30 348.0 - - - - 42.8 - - - 31 348.0 - - - - 42.9 - - - 32 348.0 . - - - - 42.9 - - - 33 348.0 - - - - 42.9 - - - 34 348.0 - - - - 43.0 - - - 35 348.0 - - - - 43.0 - - - 36 348.0 - - - - 43.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 348.0 - - - - 43.0 - - - 102 348.0 - - - - 43.1 - - - 103 348.0 - - -.- 43.1 - - - 104 348.0 - -, - - 43.0 - - - 105 348.0 - - - - 43.0 - - - 106 348.0 - - - - 43.0 - - - 107 348.0 - - - - 43.1 - - - 108 348.0 - - - - 43.1 - - - 109 348.0 - - - - 43.0 - - - 110 348.0 - - - - 43.0 - - - 111 1 348.0 - - - 43.0 - - - 112 348.0 - - 43.1 - - - 113 348.0 - - - -. 43.1 - - - 114 348.0 - - - - 43.0 - - - 115 348.0 - - - - 43.0 - - - 116 348.0 - - - - 43.0 - - - M3 325.0 - -- - 50.9 - - - 37 325.0 - - - - 49.8 - - - 38 325.0 - - - - 44.6 - - - 39 325.0 - - - - 44.5 - - - 40 325.0 - - - - 44.8 - - - M6 325.0 - - - - 47.5 - - - 201 325.0 K=5.29 35.9 31.7 202 325.0 K= 5.29 35.0 31.3 203 325.0 K= 5.29 34.7 31.2 204 325.0 K= 5.29 28.7 28.3 205 325.0 K= 5.29 26.3 27.1 206 325.0 K= 5.29 25.0 26.4 207 325.0 K= 5.29 24.3 26.1 208 325.0 K= 5.29 24.2 26.0 209 325.0 K= 5.29 28.9 28.4 210 325.0 K= 5.29 26.5 27.2 211 325.0 K= 5.29 25.1 26.5 212 325.0 K= 5.29 24.5 26.2 213 325.0 K= 5.29 24.3 26.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B 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 . 612.6 11.938 PL 25.00 PF 0.0 SRC 283.0 SRCE 101.0 (N/A) 1.8 150 FTG ---- PE 0.0 Ui 283.0 0..0 .101.0 0.0 0.000 TL 25.00 PV Pipe: 2 218.8 11.938 FL 465.00 PF 0.0 U1 283.0 0.0 101.0 0.0 0.6 150 FTG ---- PE -11.3 U2 309.0 0.0 89.7 0.0 0.000 TI 465.00 PV Pipe: 3 218.8 16.876 PL 552.00 PF 0.0 U2 309.0 0.0 89.7 0.0 0.3 150 FTG. T2L PE -7.8 U3 327.0 0.0 81.9 0.0 0.000 TL 781.68 PV Pipe: 4 218.8 9.514. PL 20.00 PF 0.0 U3 327.0 0.0 81.9 0.0 1.0 150 FTG TG FE 0.0 DP3 327.0 0.0 81.9 0.0 0.000 TL 108.00 PV Pipe: 5 218.8 10.520 FL 5.00 PF 0.0 DP3 327.0 0.0 81.9 00 0.8 140 FTG L FE -2.2 RP2IN 332.0 0.0 .79.7 0.0 0.000 TL 31.00 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE RP2IN 332.0 0.0 79.7 0.0 15.0 psi, 218.8 gpm RP20UT 332.0 0.0 64.7 0.0 Pipe: 7 218.8 10.520 FL 5.00 PF 0.0 RP20UT 332.0 0.0 64.7 0.0 0.8 . 140 FTG L FE 2.2 DP4 327.0 0.0 66.9 0.0 0.000 TL 31.00 PV Pipe: 8 218.8 9.514 FL 138.00 PF 0.0 DP4 327.0 0.0 66.9 0.0 1.0 150 FTG LG FE 1.3 U4 324.0 0.0 68.2 0.0 . 0.000 TL 172.00 PV Pipe: 9 121.0 7.758 PL 67.00 PF 0.0 U4 324.0 0.0 68.2 0.0 0.8 150 FTG G FE 1.2 U5 321.3 0.0 69.3 0.0 0.000 TL 74.00 PV Pipe: 10 121.0 7.758 FL 106.00 PF 0.0 US 321.3 0.0 69.3 0.0 0.8 150 FTG LG FE 1.0 B2 319.0 0.0 70.3 0.0 0.000 TL 135.00 PV Pipe: ii 121.0 7.758 FL 214.00 PF 0.0 B2 319.0 0.0 70.3 0.0 0.8 150 FTG 2LG FE 0.4 Bi 318.0 0.0 70.7 0.0 0.000 TL 265.00 PV Pipe: 12 . 121.0 7.758 FL 457.00 PF 0.1 Bi 318.0 0.0 70.7 0.0 0.8 150 FTG LG FE -2.2 U6 323.0 0.0 68.5 0.0 0.000 TL 486.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/3/2014 C:\I-IASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B 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: 13 121.0 7.758 PL 88.00 PF 0.0 U6 323.0 0.0 68.5 0.0 0.8 150 FTG TLG PE 0.0 U7 323.0 0.0 68.4 0.0 0.000 TL 176.00 PV Pipe: 14 393.8 9.514 PL 55.00 PF 0.1 Ui 283.0 0.0 101.0 0.0 1.8 150 FTG TG PE -0.9 DPi 285.0 0.0 100.1 0.0 0.000 -TL 143.00 PV Pipe: 15 393.8 10.520 PL .5.00 PF 0.0 DPi 285.0 0.0 100.1 0.0 1.5 140 FTG L PE -2.2 RP1IN 290.0 0.0 97.9 0.0 0.000 TL 31.00 PV Pipe: 16 . . FIXED PRESSURE LOSS DEVICE RP1IN 290.0 0.0 97.9 0.0 15.0 psi, .393.8 gpm RP10UT 290.0 0.0 82.9 0.0 Pipe: 17 393.8 10.520 PL 5.00 PF 0.0 RP10UT 290.0 0.0 82.9 0.0 1.5 140 FTG L PE 2.2 DP2 285.0 0.0 85.1 0.0 .0.000 TL 31.00 PV Pipe: 18 . 393.8 9.514 PL 292.00 PF 0.2 DP2 285.0 0.0 85.1 0.0 1.8 150 FTG 2LG PE -8.7 U8 . 305.0 0.0 76.2 0.0 0.000 TL 352.00 PV Pipe: 19 -51.5 7.758 PL 220.00 PF 0.0 U8 305.0 0.0 76.2 0.0 0.3 150 FTG 2G PE -7.8 U7 . 323.0 0.0 68.4 0.0 0.000 TL 234.00 PV Pipe: 20 97.7 7.758 PL 344.00 PF 0.0 U4 324.0 0.0 68.2 0.0 0.7 150 FTG TG PE -4.1 U9 333.5 0.0 64.0 0.0 0.000 TL 410.00 PV Pipe: 21 . 97.7 7.758 PL 150.00 PF . 0.0 U9 333.5 0.0 64.0 0.0 0.7 150 FTG 2L PE -0.2 B7 334.0 0.0 63.8 0.0 0.000 TL 194.00 PV Pipe: 22 97.7 7.758 PL 5.00 PF 0.0 B7 334.0 0.0 63.8 0.0 0.7 150 FTG ---- PE 0.0 B6 334.0 0.0 63.8 0.0 0.000 TL 5.00 PV Pipe: 23 97.7 7.758 PL 338.00 PF 0.0 B6 334.0 0.0 63.8 0.0 0.7 150 FTG ---- PE -2.2 U10 339.0 0.0 61.6 0.0 0.000 TL 338.00 PV Pipe: 24 . . 97.7 7.758 PL 309.00 PF 0.0 U10 339.0 0.0 61.6 0.0 0.7 150 FTG T2L PE -1.7 Ull 343.0 0.0 59.8 0.0 0.000 TL 412.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. N.OZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 . 97.7 7.758 PL 201.00 PF 0.0 Ull 343.0. 0.0 59.8 0.0 0.7 150 FTG LG PE -0.9 U12 .345.0 0.0 .58.9 0.0 0.000 TL 230.00 PV Pipe: 26 97.7 7.758 PL 222.00 PF 0.0 U12 345.0 0.0 58.9 0.0 0.7 .150 FTG T2LG PE 0.9 U13 343.0 0.0 59.8 0.0 0.000 TL 332.00 PV Pipe: 27 97.7 . 7.758 PL '201.00 PF 0.0 U13 343.0 0.0 . 59.8 0.0 0.7 150 FTG L PE 1.7 323 339.0 0.0 61.5 0.0 0.000 TL 223.00 PV Pipe: 28 97.7 7.758 -PL 76.00 PF 0.0 B23 339.0 0.0 61.5 0.0 0.7 150 FTG G PE 0.0 U14 339.0 0.0 61.5 0.0 0.000 TL 83.00 PV -Pipe: 29 -69.6 7.758 PL 383.00 PF 0.0 U14 . 339.0 0.0 61.5 0.0 0.5 150 FTG TG PE 0.4 B9 338.0 0.0 61.9 0.0 0.000 TL 449.00 PV Pipe: 30 -69.6 7.758 PL 10.00 PF 0.0 39 338.0 0.0 61.9 0.0 0.5 150 FTG ---- PE 0.0 B8 338.0 0.0 61.9 0.0 0.000 TL 10.00 PV Pipe: 31 -69.6 7.758 PL 488.00 PF 0.0 B8 338.0 0.0 61.9 0.0 0.5 150 FTG TG PE 6.5 U7 323.0 0.0 68.4 0.0 - 0.000 TL 554.00 PV Pipe: 32 167.3 7.758 PL 294.00 PF 0.1 U14 339.0 0.0 61.5 0.0 1.1 150 FTG T2L PE 0.9 U15 337.0 0.0 62.2 0.0 0.000 TL 397.00 PV Pipe: 33 167.3 .7.758 PL 543.00 PF 0.2 U15 337.0 0.0 62.2 0.0 1.1 150 FTG 2L PE 2.6 B18 331.0 0.0 64.7 0.0 0.000 TL 587.00 PV Pipe: 34 167.3 7.758 PL 94.00 PF 0.0 318 331.0 0.0 64.7 0.0 1.1 150 FTG ---- PE 0.9 B20 329.0 0.0 65.5 0.0 .0.000 TL 94.00 PV Pipe: 35 167.3 7.758 PL 454.00 PF 0.1 320 '329.0 0.0 65.5 0.0 1.1 150 FTG 2L .PE ' 9.5 B25 307.0 H.S. 74.9 250.0 0.000 TL 498.00 PV Pipe: 36 . -445.2 7.758 PL 220.00 PF 0.4 B25 307.0 H.S. 74.9 250.0 3.0 150 FTG TG PE 0.9 U8 305.0 0.0 76.2 0.0 0.002 TL 286.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B 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: 37 362.6 7.758 PL 25.00 PF 0.1 B25 307.0 H.S. 74.9 250.0 2.5 150 FTG TG PE 0.0 P15 307.0 0.0 74.8 0.0 0.001 TL 91.00 PV Pipe: 38 362.6 8.510 PL 6.00 PF 0.1 P15 307.0 0.0 74.8 0.0 2.0 140 FTG CG PE 0.0 P16 307.0 0.0 74.8 0.0 0.001 TL 89.00 PV Pipe: 39 362.6 7.758 PL 30.00 PF 0.1 P16 307.0 0.0 74.8 0.0 2.5 150 FTG 2L PE 0.0 D25 307.0 0.0 74.7 0.0 0.001 TL 74.00 PV Pipe: 40 362.6 8.510 PL 6.00 PF 0.0 D25 307.0 0.0 74.7 0.0 2.0 140 FTG L PE -0.9 BR25 309.0 0.0 73.8 0.0 0.001 TL 28.00 PV Pipe: 41 362.6 3.314 PL 12.00 PF 2.2 BR25 309.0 0.0 73.8 0.0 13.5 120 FTG 2L PE -3.8 TR25 317.7 0.0 67.8 0.0 0.102 TL 22.00 PV Pipe: 42 362.6 3.314 PL 8.33 PF 1.4 TR25 317.7 0.0 67.8 0.0 13.5 120 FTG L PE 0.0 1 317.7 0.0 66.4 0.0 0.102 TL 13.33 PV Pipe: 43 362.6 3.314 PL 28.00 PF 3.4 1 317.7 0.0 66.4 0.0 13.5 120 FTG L PE -12.1 RF1 345.5 0.0 51.0 0.0 0.102 TL 33.00 PV Pipe: 44 362.6 3.314 PL 7.17 PF 2.8 F1 345.5 0.0 51.0 0.0 13.5 120 FTG TL PE 0.0 5 345.5 0.0 48.2 0.0 0.102 TL 27.17 PV Pipe: 45 -20.8 3.314 PL 13.00 PF 0.0 2 345.5 0.0 48.1 0.0 0.8 120 FTG ---- PE 0.0 3 345.5 0.0 48.2 0.0 0.001 TL 13.00 PV Pipe: 46 -41.8 3.314 PL 13.00 PF 0.0 3 345.5 0.0 48.2 0.0 1.6 120 FTG ---- PE 0.0 4 345.5 0.0 48.2 0.0 0.002 TL 13.00 PV Pipe: 47 -63.4 3.314 PL 8.67 PF 0.0 4 345.5 0.0 48.2 0.0 2.4 120 FTG ---- PE 0.0 5 345.5 0.0 48.2 0.0 0.004 TL 8.67 PV Pipe: 48 299.2 3.314 PL 3.33 PF 0.2 5 345.5 0.0 48.2 0.0 11.1 120 FTG ---- PE 0.0 6 345.5 0.0 48.0 0.0 0.072 TL 3.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA -COSTA TOWN SQUARE; BLDG 25, AREA 2B 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: 49 278.1 3.314 PL 13.00 PF 0.8 6 345.5 0.0 48.0 0.0 10.3 120 FTG ---- PE 0.0 7 345.5 0.0 47.2 0.0 0.063 TL 13.00 PV Pipe: 50 260.7 3.314 PL 9.00 PF 0.5 7 345.5 0.0 47.2 0.0 9.7 120 FTG ---- FE 0.0 8 345.5 0.0 46.7 0.0 0.056 TL 9.00 PV Pipe: 51 245.6 3.314 PL 12.50 PF 0.6 8 345.5 0.0 46.7 0.0 9.1 120 FTG ---- PE 0.0 9 345.5 0.0 46.0 0.0 0.050 TL 12.50 PV Pipe: 52 232.0 3.314 FL 13.00 PF 0.6 9 345.5 0.0 46.0 0.0 8.6 120 FTG ---- PE 0.0 10 345.5 0.0 45.5 0.0 0.045 TL 13.00 PV Pipe: 53 218.7 3.314 FL 8.50 PF 0.3 10 345.5 0.0 45.5 0.0 8.1 120 FTG ---- PE 0.0 11 345.5 0.0 45.1 0.0 0.040 TL 8.50 PV Pipe: 54 204.8 3.314 PL 14.17 PF 0.5 11 345.5 0.0 45.1 0.0 7.6 120 FTG ---- PE 0.0 12 345.5 0.0 44.6 0.0 0.035 TL 14.17 PV Pipe: 55 191.7 3.314 PL 9.83 PF 0.3 12 345.5 0.0 44.6 0.0 7.1 120 FTG ---- FE 0.0 Ml 345.5 0.0 44.3 0.0 0.031 TL 9.83 PV Pipe: 56 49.6 3.314 PL 3.17 PF 0.0 Ml 345.5 0.0 44.3 0.0 1.8 120.FTG ---- FE 0.0 13 345.5 0.0 44.3 0.0 0.003 TL 3.17 PV Pipe: 57 40.8 3.314-PL 12.00 PF 0.0 13 345.5 0.0 44.3 0.0 1.5 120 FTG ---- PE 0.0 14 345.5 0.0 44.3 0.0 0.002 TL 12.00 PV Pipe: 58 33.0 3.314 PL 9.00 PF 0.0 14 345.5 0.0 44.3 0.0 1.2 120 FTG FE 0.0 15 345.5 0.0 44.3 0.0 0.001 TL 9.00 PV Pipe: 59 25.7 3.314 FL 12.00 PF 0.0 15 345.5 0.0 44.3 0.0 1.0 120 FTG FE 0.0 16 345.5 0.0 44.3 0.0 0.001 TL 12.00 PV Pipe: 60 19.0 3.314 PL 12.00 PF 0.0 16 345.5 0.0 44.3 0.0 0.7 120 FTG ---- FE 0.0 17 345.5 0.0 44.3 0.0 0.000 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B 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 12.6 3.314 PL 9.50 PF 0.0 17 345.5 0.0 44.3 0.0 0.5 .120 FTG ---- PE 0.0 18 345.5 0.0 44.2 0.0 0.000 TL 9.50 PV Pipe: 62 6.3 3.314 PL 10.50 PF 0.0 18 345.5 0.0 44.2 0.0 0.2 120 FTG ---- PE 0.0 19 345.5 0.0 44.2 0.0 0.000 TL 10.50 PV Pipe: 63 20.8 2.703 PL 13.00 PF 0.0 20 348.0 0.0 45.2 0.0 1.2 120 FTG ---- PE 0.0 21 348.0 0.0 45.2 0.0 0.001 TL 13.00 PV Pipe: 64 41.8 2.703 PL 13.00 PF 0.1 21 348.0 0.0 45.2 0.0 2.3 120 FTG ---- PE 0.0 22 348.0 0.0 45.1 0.0 0.005 TL 13.00 PV Pipe: 65 63.4 2.703 PL 12.00' PF 0.1 22 348.0 0.0 45.1' 0.0 3.5 120 FTG PE 0.0 23 348.0 0.0 45.0 0.0 0.011 TL 12.00 PV Pipe: 66 84.4 2.703 PL 13.00 PF 0.2 23 348.0 0.0 45.0 0.0 4.7 120 FTG ---- PE 0.0 24 348.0 0.0 44.8 0.0 0.019 TL 13.00 PV Pipe: 67 101.8 2.703 PL 9.00 PF 0.2 24 348.0 0.0 44.8 0.0 5.7 120 FTG ---- PE 0.0 25 348.0 0.0 44.5 0.0 0.026 TL 9.00 PV Pipe: 68 117.0 2.703 PL 12.50 PF 0.4 25 348.0 0.0 44.5 0.0 6.5 120 FTG ---- PE 0.0 26 348.0 0.0 44.1 0.0 0.034 TL 12.50 PV Pipe: 69 130.6 2.703 PL 13.00 PF 0.5 26 348.0 0.0 44.1 0.0 7.3 120 FTG ---- PE 0.0 27 348.0 0.0 43.6 0.0 0.042 TL 13.00 PV Pipe: 70 143.8 2.703 PL 8.50 PF 0.4 27 348.0 0.0 43.6 0.0 8.0 120 FTG ---- PE 0.0 28 348.0 0.0 43.1 0.0 0.050 TL 8.50 PV Pipe: 71 157.8 2.703 PL 7.83 PF 0.5 28 348.0 0.0 43.1 0.0 8.8 120 FTG ---- PE 0.0 M4 348.0 0.0 42.7 0.0 0.059 TL 7.83 PV Pipe: 72 -62.7 2.703 PL 6.33 PF 0.1 M4 348.0 0.0 42.7 0.0 3.5 120 FTG ---- PE 0.0 29 348.0 0.0 42.7 0.0 0.011 TL 6.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C). (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 73 -49.6 2.703 PL 13.00 PF 0.1 29 348.0 0.0 42.7 0.0 2.8 120 FTG ---- PE 0.0 30 348.0 0.0 42.8 0.0 0.007 TL 13.00 PV Pipe: 74 -40.8 2.703 PL 12.00 PF 0..1 30 . 348.0 0.0 42.8 0.0 2.3 120 FTG ---- PE 0.0 31 348.0 0.0 42.9 0.0 0.005 TL 12.00 PV Pipe: 75 -33.0 2.703 PL 9.00 PF 0.0 31 348.0 0.0 42.9 0.0 1.8 120 FTG ---- PE 0.0 32 348.0 0.0 42.9 0.0 0.003 TL 9.00 PV Pipe: 76 . -25.7 2.703.PL 12.00 PF 0.0 32 348.0 0.0 42.9 0.0 1.4 120 FTG ---- PE 0.0 33 348.0 0.0 42.9, 0.0 0.002 TL 12.00 PV Pipe: 77 -19.0 2.703 PL 12.00 PF 0.0 33 348.0 0.0 42.9 0.0 1.1 120 FTG ---- PE 0.0 34 348.0 0.0 43.0 0.0 0.001 TL 1200 FV Pipe: 78 -12.6 2.703 PL 9.50 PF 0.0 34 348.0 0.0 43.0 0.0 0.7 120 FTG ---- FE 0.0 35 348.0 0.0 43.0 0.0 . 0.001 TL 9.50 PV Pipe: 79 -6.3 2.703 FL 10.50 PF 0.0 .35 348.0 0.0 43.0 0.0 0.4 120 FTG ---- FE 0.0 36 348.0 0.0 43.0 0.0 0.000 TL 10.50 PV Pipe: 80 20.8 1.728 PL 121.66 PF 1.8 2 345.5 0.0 48.1 0.0 2.9 120 FTG E3T PE -1.1 20 348.0 0.0 45.2 0.0 0.012 TL 149.66 PV Pipe: 81 21.0 1.728. PL 121.66 PF 1.9 3 345.5 0.0 48.2 0.0 2.9 120 FTG E3T PE -1.1 21 348.0 0.0 45.2 0.0 0.013 TL 149.66 PV Pipe: 82 . 21.5 1.728 FL 121.66 PF 2.0 4 345.5 0.0 48.2 0.0 2.9 120 FTG E3T PE -1.1 22 348.0 0.0 45.1 0.0 0.013 TL 149.66 PV Pipe: 83 21.1 1.728 FL 121.66 PF 1.9 6 345.5 0.0 48.0 0.0 2.9 120 FTG E3T PE -1.1 23 348.0 0.0 45.0 0.0 0.013 TL 149.66 PV Pipe: 84 17.4 1.728 FL 121.66 PF 1.3 7 345.5 0.0 47.2 0.0 2.4 120 FTG E3T FE -1.1 24 348.0 0.0 . 44.8 0.0 0.009 TL 149.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 85 15.2 1.728 PL 121.66 PF 1.1 8 345.5 0.0 . 46.7 0.0 2.1 120 FTG 4T PE -1.1 25 . 348.0 0.0 44.5 0.0 0.007 TL 153.66 PV Pipe: 86 13.6 1.728 PL 121.66 PF 0.9 9 345.5 0.0 .46.0 0.0 1.9 120 FTG 4T FE -1.1 26 348.0 0.0 44.1 0.0 0.006 TL 153.66 PV Pipe: 87 13.3 1.728 PL 121.66 PF 0.8 10 345.5 0.0 45.5 00 1.8 . 120 FTG 4T PE -1.1 27 348.0 0.0 43.6 0.0 0.005 TL 153.66 PV Pipe: 88 . 14.0 1.728 PL 121.66 PF 0.9 11 345.5 0.0 45.1 0.0 1.9 120 FTG 4T PE -1.1 28 348.0 0.0 43.1 0.0 0.006 TL 153.66 PV Pipe: 89 13.0 1.728 PL 121.66 PF 0.8 12 345.5 0.0 44.6 0.0 1.8 120 FTG 4T PE -1.1 29 348.0 0.0 42.7 0.0 0.005 TL 153.66 PV Pipe: 90 8.8 1.728 FL 121.66 PF 0.4 13 345.5 0.0 44.3 0.0 1.2 120 FTG 4T PE -1.1 30 348.0 0.0 42.8 0.0 0.003 TL 153.66 PV Pipe: 91 7.8 1.728 PL 121.66 PF 0.3 14 345.5 0.0 44.3 0.0 1.1 120 FTG 4T PE -1.1 31 348.0 0.0 42.9 0.0 0.002 TL 153.66 PV Pipe: 92 7.2 1.728 PL 121.66 PF 0.3 15 345.5 0.0 44.3 0.0 1.0 120 FTG 4T PE -1.1 32 348.0 0.0 42.9 0.0 0.002 TL 153.66 PV Pipe: 93 6.7 1.728 PL 77.92 PF 0.1 16 345.5 0.0 44.3 0.0 0.9 120 FTG 2T PE -1.1 101 348.0 0.0 43.0 0.0 0.002 TL 93.92 PV Pipe: 94 6.7 1.728 Pb 43.75 PF 0.1 101 348.0 0.0 43.0 0.0 0.9 120 FTG 2T PE 0.0 33 348.0 0.0 42.9 0.0 0.002 TL 59.75 PV Pipe: 95 6.4 1.728 FL 57.92 PF 0.1 17 345.5 0.0 44.3 0.0 0.9 120 FTG 2T PE -1.1 102 348.0 0.0 43.1 0.0 0.001 TL 73.92 PV Pipe: 96 6.4 1.728 Pb 10.00 PF 0.0 102 348.0 0.0 43.1 0.0 0.9 120 FTG ---- FE 0.0 103 348.0 0.0 43.1 0.0 0.001 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3. DATE: 3/3/2014 C:\HASSDATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 97 6.4 1.728 PL 10.00 PF 0.0 103 348.0 0.0 43.1 0.0 0.9 120 FTG ---- PE . 0.0 104 348.0 0.0 43.0 0.0 0.001 TL 10.00 PV Pipe: 98 6.4 1.728.PL 10.00 PF 0.0 104 348.0 0.0 43.0 0.0 0.9 120 FTG ---- PE 0.0 105 348.0 0.0 43.0 0.0 0.001 TL 10.00 PV Pipe: 99 6.4 1.728 PL 10.00. PF 0.0 105 348.0 0.0 43.0 0.0 0.9 120 FTG ---- FE 0.0 106 348.0 0.0 43.0 0.0 0.001 TL 10.00 PV Pipe: 100 6:4 1.728 PL - 23.75 PF 0.1 106 348.0 0.0 43.0 0.0 0.9 120 FTG 2T FE 0.0 34 348.0 0.0 43.0 0.0 0.001 TL 39.75 PV Pipe: 101 6.3 1.728 PL 57.92 PF 0.1 18 345.5 0.0 44.2 0.0 0.9 120 FTG 2T PE -1.1 107 . 348.0 0.0 43.1 0.0 0.001 TL 73.92 PV Pipe: 102 6.3 1.728 FL 10.00 PF 0.0 107 348.0 0.0 43.1 0.0 0.9 120 FTG ---- FE 0.0 108 348.0 0.0 43.1 0.0 0.001 TL 10.00 PV Pipe: 103 6.3 1.728 PL 10.00 PF 0.0 108 348.0 0.0 43.1 0.0 0.9 120 FTG ---- PE 0.0 109 348.0 0..0 43.0 0.0 0.001 TL 10.00 PV Pipe: 104 6.3 1.728 PL 10.00 PF 0.0 109 348.0 0.0 43.0 0.0 0.9 120 FTG ---- PE 0.0- 110 348.0 0.0 43.0 0.0 0.001 TL 10.00 PV Pipe: 105 . 6.3 1.728 FL 10.00. PF 0.0 110 348.0 0.0 43.0 0.0 0.9 120 FTG ---- PE 0.0 111 348.0 0.0 43.0 0.0 0.001 TL 10.00 PV Pipe: 106 6.3 1.728 FL 23.75 PF 0.1 111 348.0 0.0 43.0 0.0 0.9 120 FTG 2T FE 0.0 35 348.0 0.0 43.0 0.0 0.001 TL 39.75 PV Pipe: 107 6.3 1.728 PL 57.92 PF 0.1 19 345.5 0.0 44.2 0.0 0.9 120 FTG 2T FE -1.1 112 348.0 0.0 43.1 0.0 0.001 TL 73.92 PV Pipe: 108 6.3 1.728 FL 10.00 PF 0.0 112 348.0 0.0 43.1 0.0 0.9 120 FTG ---- FE 0.0 113 348.0 0.0 43.1 0.0 0.001 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B PIPE TAG . Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 109 6.3 1.728 PL 10.00 PF 0.0 113 348.0 0.0 43.1 0.0 0.9 120 FTG . ---- PE 0.0 114 348.0 0.0 43.0 0.0 0.001 TL 10.00 PV Pipe: 110 6.3 1.728 PL 10.00 PF 0.0 114 348.0 0.0 43.0 0.0 0.9 120 FTG ---- PE 0.0 115 .348.0., .0.0 43.0 0.0 0.001 TL 10.00 PV Pipe: 111 . 6.3 1.728 PL 10.00 PF 0.0 115 348.0 0.0 43.0 0.0 0.9 120 FTG ---- PE 0.0 116 348.0 0.0 43.0 0.0 0.001 TL 10.00 PV Pipe: 112 6.3 1.728 PL 23.75 PF 0.1 116 348.0 0.0 43.0 0.0 0.9 120 FTG 2T PE 0.0 36 348.0 0.0 43.0. 0.0 0.001 TL 39.75 PV Pipe: 113 142.1 2.703 PL 9.83 PF 1.1 Ml 345.5 0.0 44.3 0.0 7.9 120 FTG . T PE 0.0 M2 345.5 0.0 43.2 0.0 0.049 TL 21.83 PV Pipe: 114 . 142.1 2.703 PL 20.50 PF 1.2 M2 . . 345.5 0.0 43.2 0.0 7.9 120 FTG L PE 8.9 M3 325.0 0.0 50.9 0.0 0.049 TL 24.50 PV Pipe: 115 142.1 2.703 PL 7.92 PF 1.2 M3 325.0 0.0 50.9 0.0 7.9 120 FTG TL PE 0.0 37 325.0 0.0 49.8 0.0 0.049 TL 23.92 PV Pipe: 116 142.1 2.703 PL 102.17 PF 5.2 37 325.0 0.0 49.8 0.0 7.9 120 FTG L PE 0.0 38 325.0 0.0 44.6 0.0 0.049 TL 106.17 PV Pipe: 117 48.0 2.703 PL 13.67 PF 0.1 38 325.0 0.0. 44.6 0.0 2.7 120 FTG ---- PE 0.0 39 325.0 0.0 44.5 0.0 0.007 TL 13.67 PV Pipe: 118 -86.1 2.703 PL 13.00 PF 0.3 39 325.0 0.0 44.5 0.0 4.8 120 FTG ---- FE 0.0 40 325.0 0.0 44.8 0.0 0.019 TL 13.00 PV Pipe: 119 . -220.5 2.703 FL 17.17 PF 2.8 40 325.0 0.0 44.8 0.0 12.3 120 FTG 2L FE 0.0 M6 325.0 0.0 47.5 0.0 0.110 TL 25.17 PV Pipe: 120 220.5 2.703 FL 7.58 PF 2.2 M4 348.0 0.0 42.7 0.0 12.3 120 FTG T FE 0.0 MS 348.0 0.0 40.5 0.0 0.110 TL 19.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 23 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: 121 220.5 2.703 PL 23.00 PF 3.0. M5 348.0 0.0 40.5 0.0 12.3 120 FTG L PE 10.0 M6 325.0 0.0 47.5 0.0 0.110 TL 27.00 PV Pipe: 122 94.1 1.728 PL 35.42 PF 8.7 38 325.0 0.0 44.6 0.0 12.9 120 FTG E2L PE 0.0 201 325.0 5.3 35.9 31.7 0.201 TL 43.42 PV Pipe: 123 . 62.5 1.728 PL 9.50. PF 0.9 201 325.0 5.3. 35.9 31.7 8.5 120 FTG ---- PE 0.0 202 325.0 .5.3 35.0 31.3 0.094 TL .9.50 PV Pipe: 124 31.2 .1.728 PL 9.50 PF 0.2 202 325.0 5.3 35.0 31.3 4.3 120 FTG ---- PE. 0.0 203 325.0 5.3 34.7 31.2 0.026 TL 9.50 PV Pipe: 125 134.0 1.728 PL 32.92 PF 15.8 39 325.0 0.0 44.5 0.0 18.3 120 FTG T PE 0.0 204 325.0 5.3 28.7 28.3 0.386 TL 40.92 PV Pipe: 126 . 105.7 1.728 PL 9.50 PF 2.4 204 325.0 5.3 28.7 28.3 14.5 120 FTG PE 0.0 205 325.0 5.3 26.3 27.1 0.249 TL 9.50 PV Pipe: 127 78.5 1.728 PL 9.50 PF 1.4 205 325.0 5.3 26.3 27.1 10.7 120 FTG ---- PE 0.0 206 325.0 5.3 25.0 26.4 0.144 TL 9.50 PV Pipe: 128 52.1 1.728 PL 9.25 PF 0.6 206 325.0 5.3 25.0 26.4 7.1 120 FTG ---- PE 0.0 207 325.0 5.3 24.3 26.1 0.067 TL 9.25 PV Pipe: 129 26.0 1.728 PL 10.00 PF 0.2 207 325.0 5.3 24.3 26.1 3.6 120 FTG PE 0.0 208 . 325.0 5.3 24.2 26.0 0.019 TL 10.00 PV Pipe: 130 134.4 1.728 PL 32.92 PF 15.9 40 325.0 0.0 44.8 0.0 18.4 120 FTG T PE 0.0 209 325.0 5.3 28.9 28.4 0.388 TL 40.92 PV Pipe: 131 . 106.0 1.728 PL 9.50 PF 2.4 209 325.0 5.3 28.9 28.4 14.5 120 FTG ---- PE 0.0 210 325.0 5.3 26.5 27.2 0.250 TL 9.50 PV Pipe: 132 7.8.8 1.728 PL 9.50 PF 1.4 210 325.0 5.3 26.5 27.2 10.8 120 FTG ---- PE 0.0 211 325.0 5.3 25.1 26.5 0.145 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 133 211 325.0 5.3 212 325:0 5.3 Pipe: 134 212 325.0 5.3 213 325.0 5.3 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) 52.3 1.728 PL 9.25 PF 0.6 25.1 26.5 7.1 120 FTG PE 0.0 24.5 26.2 0.068 TL 9.25 PV 26.1 1.728 PL 10.00 PF 0.2 24.5 26.2 3.6 120 FTG . ---- PE 0.0 24.3 26.1 0.019 TL 10.00 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 0.001 gpm and a maximum imbalance at any node of 0.124 gpm. Total pressure at each node is used in balancing the system Maximum water velocity is 18.4 ft/sec at pipe 130. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 11.938 27.00 60.00 18.00 65.00 21.00 6.00 45.00 45.00 60.00 16.876 39.00 84.00 34.00 98.00 38.00 8.00 70.00 70.00 84.00 PAGE: C MATERIAL: Dynafl HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.728 4.00 8.00 2.00 9.00 6.00 1.00 10.00 13.00 10.00 2.703 6.00 12.00 4.00 14.00 7.00 1.00 10.00 13.00 15.00 3.314 7.00 15.00 5.00 16.00 10.00 1.00 13.00 16.00 19.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2. DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEli ChkViv BfyVlv GatViv NPTee 8.510 31.00 59.00 22.00 76.00 20.00 7.00 59.00 10.520 35.00 80.00 26.00 88.00 30.00 8.00 80.00 PAGE: F MATERIAL: PVC200 HWC:150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyViv GatVlv NPTee 7.758 31.00 59.00 22.00 76.00 20.00 7.00 59.00 0.00 0.00 9.514 35.00 80.00 26.00 88.00 30.00 8.00 80.00 0.00 0.00 0 0 0 c.'1 0 '—I 0 0 CN 0 0 Cl Cl IV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r1 c'J 0 00 w -41 C14 04 04 rU)U)D ol V)•-- SPRINKLER SYSTEM HYDRAULICANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 253.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B WATER SUPPLY CURVE 108+ I 104.4 psi @ 1663 gpm-> * I X Flow Test Point 99+ 90+ 81+ P 72+ R I E I S I S 63+ UI R I E I 54+ P I S I 45+ ) I 36+ 27+ 18+ LEGEND I X = Required Water Supply I 101.02 psi @ 612.6 gpm 9+ I 0 = Available Water Supply " I 105.92 psi @ 612.6 gprn 0--------------------------------------------------- --------------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2014 C:\HASS DATA\LA COSTA CALCS\LA COSTA BLDG 25 AREA 25B.SDF JOB TITLE: LA COSTA TOWN SQUARE; BLDG 25, AREA 2B 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 201 5.60 7.00 1.080 1.33 TT 12.8.5 120.00 5.29 E4A4 O .OLIVENHAIN MtJNI WATER DISTRICT SERVICE. ORDER NUMBER: 198564 SERVICE ORDER WORK ORDER NUMBER: 580000 'ENTERED BY LORRIE ON 02/03/14 GEN SVC PROJECT NUMBER: --- PRIMARY ---- ------ FIRE ------ ACCOUNT NO: MTR SIZE: MTR MANF: MTR TYPE: MTR SERIAL: USER/RATE: READ SEQ: PREV READ: CURR READ: # DIALS: PROJECT DESC: FIRE FLOW TEST SERV ADDRESS: LA COSTA AVE, CARLSBAD PARCEL NUMBR: LOT NUMBER: SERVICE CODE: FFLO > FIRE FLOW TEST MTR LOCAT'.N: FIRE LOCAT'N: COMMENT #14: COMMENTS/NOTES: SCHEDULED DATE: 02/03/14 TIME ENTERED.: 09:33:34, ISSUED TO: SYS .DH PRIORITY,: REQUESTED BY: PARAMOUNT FIRE SY PHONE: OMWD OFFICE MATL REQ #: ANT PD BY :CUST: INSTRUCTIONS -------- FIRE FLOW TEST JAMES CHENEY 619-572-1407 j arnes:c@paramountfirecorn. corn E/R #3. SN: E/R #2. :SN: MXU ID: DATE 243'1 : EMPLOYEE TIM] NAME ---------------- T) i4scj Q ?kf4irgj. = = = = = = = = = = ROUTING = = = = = = = = = FIELD DR ENGINEER DEPT SIGND BY DATE ------------- -. = = = = = = = = = = = = = = = = = = = = = = = = = = = = COMPLETED. BY DATE OLIVENHAIN MUNICIPAL WATER DISTRICT Fire Flow Test Results Service Order# Work Order# 59 0004) EAM# Flow Test Rec Project Name Lix Cr +n .3 City County OMWD Personnel Conducting Test 1\ 0 ô tA-i Date , - L ithe 9: z o Address L Cii;-I-i I Pressure Zone -5.16.2' Potential Impact To Zone Reservoirs Involved pexyt P. R. Stations Involved ijJ 5M-. &k 'Lo, Cc1-v OAK5 L Static Pressure (prior to flow test) P.S.I. lie Residual Pressure (during flow test) P.S.I. H PITOT Residual Pressure, 2 1/2 inch port P.S.I. Calculated Flow G.P.M. 164,3 Comments Test Results Reviewed By: 47!itllloüi2 t FIRE S YSTEMS, INC FLOW TEST REQUEST SHEET PROJECT: La Costa Town Square STATIC: ______ • Jct' J)e.'../ RESIDUAL: - L') 512- i+oi PITOT: y' t• 1 c e-c t.J PLOW: *0• DATE I TIME: Approx N \a\e'- 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). i4VF 0 cetifl.d I. I15FlANhl 6I.G ZURN Model 375DA WILKINS Reduced Pressure Principle Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and back- pressure of contaminated water into the potable water supply. The Model 375DA shall provide protection where a potential health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Unless otherwise noted, applies to sizes 2 1/2" thru 10") ASSE® Listed 1047 (2 1/2" thru 8") UL® Classified AWWA Compliant C550 CSA® Certified (4" & 6") C-UL® Classified FM® Approved NYC MEA 218-01-M VOL 3 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM, 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) Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) O - with OS & V gate valves (standard) L - less shut-off valves (flanged body connections) LM - less water meter El - with remote reading meter El - with gpm meter (standard) 0 CFM - with cu ft/min meter G - with groove end gate valves E] FG - with flanged inlet gate connection and grooved outlet gate connection MS - with Integral Relief Valve Monitor Switch P1 - with Post Indicator Gate Valve (3-10°) Accessories O Air gap (Model AG) O Repair kit (rubber only) 0 Thermal expansion tank (Model XT) O OS & V Gate valve tamper switch (OSV-40) 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 (approximate) WEIGHT MODEL 375DA SIZE A B LESS GATE VALVES E OS&Y OPEN E OS&Y CLOSED LESS GATE VALVES WITH OS&Y GATE VALVES 21/2 65 1 31 787 157/8 403 71/41184 9 229 163/8 416 137/81352 91/2 241 83/8 213 1 75 34 185 1 84 3 80 1 32 813 157/8 403 71/4 184 . 9 229 187/8 479 155/81397 91/2 241 83/8 213 78 35.4 208 94.4 4 1001375/8 956 191/2 495 8 203 9 229 22314 578 181/4 464 11 279 71/4 184 116 52.7 306 138.9 6 1501443/4 1137 231/2 597 10 254 10 1/2 267 301/8 765 233/4 603 123/6 314 91/4 235 194 88 494 224.3 8 200 60 3/4 1543 373/4 959 11 279 15 1/2 394 373/4 959 291/4 743 153/8 391 163/4 426 382 173.4 858 390 10 2501633/4 1619 373/4 959 11 279 15 1/2 394 453/4 1162 353/8 899 153/8 391 163/4 426 412 187 1230 558.4 Zurn 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 Zurn Industries Limited Document No. BF-375DA 3544 Nashua Drive, Mississauga, Ontario L4V 11-2 Ph. 905-405-8272, Fax 905-405-1292 Patent No. 5,913,331 Product No. Model 375DA www.zurn.com 0 Page 1 of 2 Flow Characteristics MODEL 375DA2 112",3" & 4" (STANDARD & METRIC) FLOW RATES (lie) 0.0 12.6 25.2 37.9 0 200 400 600 FLOW RATES (GPM) MODEL 375DA 6", 8" & 10" (STANDARD & METRIC) FLOW RATES (us) 0.0 63.1 126.2 189.3 W 20 :i. I I 8 !1? 5. 0 I I I 0 1000 2000 3000 FLOW RATES (GPM) 0 Rated Flow (established by approval agencies) 50.5 138 U) U) 103 9 69 Ir CL 34 W 800 252.4 138 Fc o 4000 Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12° (305mm) and a maximum of 30' (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be.made so that no part of the unit can be submerged. ----I--___ II DIRECTION OF FLOW c) OUTDOOR INSTALLATION Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec; 15 ft/sec 2 1/2° 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 INDOOR INSTALLATION Specifications The Reduced Pressure Detector Backflow Prevention Assembly shall be ASSE® Listed 1047, and supplied with full port OS & V gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLTM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 375DA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 .t /Ncw - jL LA COSTA TOWN SQUARE BUILDING 25 3409 Via Montebello Carlsbad, CA, AUTOMATIC WET FIRE SPRINKLER SYSTEM Material Submittal Table of Contents MATERIAL Sprinkler Heads Valves & Gauge Grooved Fittings Steel Pipe & Fittings Hangers & Seismic Assemblies Electrical & Accessories Fire-Stopping Page# 1 - 10 11-17 18 -28 29-39 40-64 65 -69 70-77 P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 tqC17 Worldwide Contacts www.tyco-fire.com Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage 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 TV- 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 TY-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 fall 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/p5i1'2 (80,6 LPM/bar1l2) 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 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 6* _ \E 5 ii 1 7/16" (1.1,1 mm) ______ I NOMINAL (50,8 mm) (1) MAKE-IN 3 (50,8 mm) L_~ ________ I 1 3/8" I 2 2" _______ (34,9 mm) WF Fl 1/2 NPT** DEFLECTOR * I— 2-7/8" (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TV-FRB UPRIGHT (TY313) AND PENDENT ('TY323) 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 TY-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.-lbs. (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 ND FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 IN- 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.-Ibs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-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.-Ibs. (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 TY-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 (1Y313) 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 5/8 (15,9 mm) FITTING FLUSH 3/8±5/16 (9,5±7,9 mm) I I'— MOUNTING 1/8 J SURFACE /K —\ (/ (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. 5/16±1/4" 1/2" (12,7 mm) FITTING - (57,2 mm) •_J t > 8n -I /" (7,9±6,4 mm) FLUSH 17, MOUNTING SURFACE \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 7/8' (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI72 Page 4 of 4 370 5.6K UPRIGHT (1/2 NPT) TY313 4 SIGNAL WHITE (RAL 9003) 371 5.6K PENDENT (1/2 NP1) TY323 r PURE WHITE (RAL 90110) Use suffix 'I" for ISO 7-1 connection; CHROME PLATED for example, 77-370-4475-I Eastern Hemisphere sates only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS - PART-NUMBER SELECTION - Ordering Procedure 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 (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon 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 56-850-4-001 155 155-F (68-C) 175 175°F(79°C) 200 200'F (93'C) 286 286-F (141-C) P/N* 77 - XXX - X- XXX SPRINKLER TEMPERATURE FINISH RATINGS ISIN I I 1 NATURAL BRASS 135 135-F (57-C) GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright 0 2013 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. Worldwide ti,ca Contacts Series TYFRB - 56 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General Desóription 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 sprinkler systems 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 lof6 - - 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 1Y3331 - 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/barl/2) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table A. Recessed Escutcheon: Signal or Pure White, Chrome Plated, or Brass Plated. TFPI7G DEFLECT( HAT 0 WRENCH 1/2fl** FLATS NPT 7/16 (11,1 mm)__I NOMINAL MAKE-IN 1-1/2 (38,1 mm) 2-3/16 (55,6 mm) ESCUTCHEON ** Pipe thread ______ STYLE I 10 or 20 PLATE SEATING connections per I RECESSED r SURFACE ISO 7-1 can be ESCUTCHEON provided on special request. 2-7/8 DIA. (73,0 mm) FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS 9/16 (14,3 mm) CENTERLINE OF SPRINKLER WATERWAY * Temperature rating is indicated on Deflector. TFPI76 Page 2 of 6 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* 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. Installation The Series TV-FR B, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be installed in accordance with this section. General Instructions 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 1350F (570C) 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.-Ibs. (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 TV-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 installedin 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. 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. 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* MUST OINT AWAY POINT FROM AND BE 6* I FLOW 2-3/16" 6,6 mm) CROSS SECTION 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. 7/16" ESCUTCHEON (11,1 mm) PLATE SEATING , ** NOMINAL SURFACE NPT MAKE-IN .1-1/2" (38,1 mm) Uk ) A I WRENC _, FLAT5 PERPENDICULA R TO THE BACK WALL SURFACE SHOWN SHOWN PENDENT UPRIGHT FIGURE 2 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS TFPI76 Page 4 of 6 - 5/8±1/4 (15,9±6,4 mm) MOUNTING FACE OF SURFACE SPRINKLER - FITTING CLOSURE 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4' DIA. MOUNTING (57,2 mm) - PLATE (3,2 mm) 1-1/4' (31,8 mm) 3/4" (19,1 mm) 3/4" (19,1 mm) 1/4 (6,4 mm) FIGURE 3 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 1/2±1/8' - (12,7±3,2 mm) MOUNTING FACE OF SPRINKLER SURFACE. FITTING CLOSURE A I 27/8t DIA. SERIES (73,0 mm) TY-FRB 2-1/4' DIA. (57,2 mm) MOUNTING PLATE L 1/8' (3,2 mm) 1-1/4"(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 W WRENCH RECESS (END "A' USED FOR 1/2" NPT MODELS) FIGURE 5 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS : PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI76 Page 5 of 6 - SPRINKLER FINISH (See Note 11) K TYPE TEMP. BULB NATURAL 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 (68°C) Red 5.6 SIDEWALL 175°F (79°C) Yellow 1/2" Installed 5, 6, 7, 8, 9 5, 6, 7, 9 NPT Pendent or 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 inch(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. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06 & 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). TABLEA LABORATORY LISTINGS AND APPROVALS TFPI76 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS I CHROME PLATED WHITE POLYES- I LEAD COATED TER HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) (TY3331) or 175 PSI (12,1 BAR) _____________________________ 175PS1 (12,1 BAR) RECESSED HORIZ. SIDEWALL (TY3331) N/A 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 *Eastern Hemisphere, sales only Available in 155°F (68°C) or 200°F (93°C) temperature rat- • ing only. TABLE PART NUMBER SELECTION SERIES TY-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 19446 I Telephone +1-215-362-0700 Copyright 0 2013 Tyco Fire Products, LP. All rights reserved. NCO Lt!iIiIS E FLL S@ iTi1TANDBAINr 3/4" 1" 11147 11/2" 2" U The AGF Manufacturing Inc. Model 1000 TESTANDRAIN Provides Both The Test Function And The Express Drain Function For A Wet Fire Sprinkler System. El The Model 1000 Complies With All Requirements Of NFPA-1 3, NFPA-1 3R, And NFPA-13D. El 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. El Available In A Full Range Of Sizes From 3/41110 2" NPT & BSPT, With All Specifiable Orifice Sizes 3/s", 7/16", 1/au', 17/3211,5/8!1 (ELO), 3/4" (ESFR) and K.25. El 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 El Locking Kit Available Which Provides Superior Vandal Resistance And Prevents Unintentional Alarm Activation. out New Au,oc. -46 e0' Visit us _ on the Internet '4 at estandrain.com SIZE A B C D E F G H 3/4 5 1/" 1 1/2" 2 i16" 3 547 3 /8" 1 13/16" 4 4' 6 'a" 128mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm 1" 5 1/16" 1 1/2" 2 i16" 3 I" 3 18" 1 13/16" 4 /16" 6 I8" 128mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm 1 1/" 5 4" 1 11/1611 2 4" 4 11411 3 116" 1 15/16" 5 4" 5 1/2" I 4 137.70mm_- 42.70mm 65.36mm 108.36mm 82.84mm 50.89mm 141.39mm 192.28mm 1 ii i 6 /16" 1 13/16" 3 1/4" 5 1/16" 3 /8" 2 /8" 8 1/4" 10 /8" I 2 163.38mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm 2" 6 I16" 1 13111611 3 1/4" 5 1/167 3 18" 2 I8" 8 1/4" 10 /8" 163.38mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm I 206.63mm 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 MODEL 1000 300 PSI vim 3/4" 1" 11/4" 11/2" 2" PLAN VIEW A LEW , g gpe FRONT VIEW/HORIZONTAL INSTALLATION ORIFICE SIZE AVAILABLE - 3/8", 17/16", 1/27, 17/327, ELO(5/81), ESFR(3/4")" and K.25 *Available on 11/2" 102" size units only. DIMENSIONS - INCHES FRONT ViEW!VER11CAL INSTALLATION FROM BRANCH GAUGE INLET / PROVIDED QA I STREET EL o TO DRAIN STREETEL - TO DRAIN RIGHT HAND/STRAIGHT INSTALLATION APPROVALS: O UL and ULC Listed O FM Approved except 3/4" O NYC-BSA NO. 720-87-SM O CA. State Fire Marshall **3/4n Valve UL listed only. ULLISTINGEX4O19 r AGF Manufacturing Inc. JOB NAME: 100 Quaker Lane, Malvern, PA 19355 ___________ 1: (610) 240-4900 IF: (610) 240-4906 ARCHITECT: Email: lnfo@testandrain.com Web: www.testandraln.com : ENGINEER: CONTRACTOR: RISOTPACK and TESTanDRAIN are registered Pademadre at AGF 3/02 Dimensions - Weights Size A B C wt. Lbs. ½" 2.05 2.60 2.09 7 .66 %" 2.36 2.70 2.24 .83 2.68 3.50 2.46 1.50 1%" 3.08 3.85 2.85 2.13 1W' 3.46 4.30 3.22 3.06 4.00 5.10 3.43 4.88 Globe Valves lAux Drain Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model Fl 5 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 F15 Soft Seat Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold waterservice, 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 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. df 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-I6 4 Disc Holder Brass Rod ASTM B-16 5 Seat Disc NBR Commercial 6 Disc Holder Nut Brass Rod ASTM B-I6 7 Disc Nut Brass Rod ASTM B-I6 8 Packing Nut Brass Rod ASTM B-I6 9 Packing Gland Brass Rod ASTM B-I6 10 Packing PTFE Commercial 11 Hand wheel Cast Iron ASTM A-I 26-B 12 Ident. Plate Aluminum ASTM B-209 13 Wheel Nut Brass Rod - ASTM B-I6 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 j#62-5385 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 B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM 13-16 3-Way Globe valves, 1/4 Inch I 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 Fl 7 3-Way Bronze Globe Valves are of cast bronze construction in strict 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-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 9 Ordering Information 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 I foot,pound = 1.36 Nm. I psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 I U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 © 1991 Central Spnnkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 3625385 F17.0 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 connection. Case: 31/r diameter. Height: 4,V4". Accuracy: ANSI B40.1 Grade B (3-2-3%) Underwriters Laboratories Listed Factory Mutual Approved . Model UA - Air Pressure Gauge Range 0 to 80 psi'in 1 psi increments, and 0 to 550 kPa in 10 kPa increments. Retard to 250 psi and 1750 kPa. ¼" NPT male pipe connection. Case: 31/2" diameter. Height: 4W. Accuracy: ANSI B40.1 Grade B (3-2-3%) Underwriters Laboratories Listed Factory Mutual Approved The equipment presented In this bulletin is lobe installed in accordance with the latest, pertinent Standards of the National Fire Protection Association, Factory Mutual Research 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 reputable sprinkler contractors located throughout the United Slates, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled Pepor (800) 431-1588 Sales Offices latedin U.S.A. Rel"Nabld (800) 848-6051 Sales Fax (914) 668-3470 Corporate Offices Revision lines indicate updated or new data. hllp:llwww.relleblesprinkler.com Internet Address ' P.G. Printed in U.S.A. 11/98 FireLock® Fittings FireLock9 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 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV-1 Jtaulicr 10.03_i IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Fittings. DIMENSIONS 10.03 I.- toE .0 tj L-V~4.- 0 T 0- c 1(b to NO. 003 NO. 002 NO. 006 No. ii 001 No.0101 Id..v ui.i.k Straight • .1• III. Tee Qqp OVA _ • W ir . . 1¼ 1.660 08 0.3 32 . 42.4 - - - - - - 21 . 0.1 1½ 1.900 - - - - - - 0.82 0.4 40 48.3 - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 - 60.3 70 0.8 51 0.8 70 1.1 22 0.3 2.875 1 3.00 3.1 2.25 . 2.2 3.00 - 3.6 0.88 1.0 2½ 65 73.0 76 1.4 57 1.0 76 1.6 22 . 0.5 761 mm 3.000 3.00 3.30 2.25 2.4 76.1 76 15 57 1.1 - - - - 3.500 3.38 4.0 2.50 3.1 3.38 5.3 . •-. 0.88 1.2 3 - 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108mm 108.0 102 2.6 76 2.3 102 - 3.4 - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 l 25 1.9 6.250 550 12.6 3.50 9.2 550 17.9 159 mm - 1588 140 .5.7 89 42 140 8.0 - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 -150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 I 6.94 38.7 1.13 12.7 200 1 219.1 173 - 11.6 108 9.3 1 176 17.6 29 5.8 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.© 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.03_2 JtauIicr REV-1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings FLOW DATA Size Actual Outside Nomina lFrictional Resistance Equivalent Feet/meters of Straight Pipe t No. 002 Size _____ Inches Inches ______________________ Straight Tee No. 001 No. 003 'mm mm 1 ¼ 1.660 90' Elbow 45' Elbow Branch Run 1.5 0.8 3.7 1.5 - 32 42.4 0.5 0.2 1.1 0.5 1½ 1.900 2.2 1.1 5.5 2.2 40t 483 0.7 0.3 1.7 0.7 2. 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 - 0.5 2.6 1.1 216 1 2.875 4.3 2.2 10.8 43 73.0 1.3 0.7 3.3 1.3 76.1 MITI 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 13 - 0.8 4.0 1.5 4.250 108mm 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 6.8 3.4 16.0 6.8 4 4.500 - 100 1143 - 2.1 1.0 49 2.1 - 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 13 6.4 2.6 59mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 15 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 1 3.0 1 1.5 1 7.6 3.0 8 8.625 1 13.0 1 5.0 1 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com . . VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAUIJC COMPANY-ALL RIGHTS RESERVED. REV-11 '4tauiicr 1O.03_3 FireLock® Fittings 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 009/009V/009H 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 - A-i-c-taulicr 10.03 1539 REV 1 UPDATED 22010 VIcrAuLIc IS A REGISTERED TRADEMARK OF VICTAtJLIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.03 FireLock® Rigid Coupling STYLE 005 WITH VICPLUSTM 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. Vic-PIusTM 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.PlusTM 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. IN ( § LPC and VdS Approved, see notes on page 4 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS PATENTED (ipg Sytm 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. Related Working Pressure — psi Related Working Pressure — psi Related Working MT P14-2 Pressure — 300 N/A psi 5 P14-3 175 1 175 175 EL ;1½-2 300 N/A N/A I N/A 10,40 '1'4-4 350 350 350 EF 1¼-2 EZ4-6 300 N/A N/A STF 1¼-4 N/A N/A N/A N/A 300 300 300 300 300 300# N/A 300 .'W4-2 BLT1Ve-2 300 300 N/A FF11V4-4 N/A 300 TF 3-8 N/A N/A 300 DF 1'%-4 300 300 300 GAL-71V4-2 MLT !1¼_2 300 N/A N/A WLS 1¼-2 300 300 300 300 N/A 300 DT 1Ya-2 300 300 N/A 300 N/A N/A XL TV4 -i EF 1'I-4 175@ N/A 175 MF 1V4-4 300 N/A 300 FM approved for service in 116 —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 j?tauuicr VICTAULIC IS A REGiSTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV-1 10.02_1 DIMENSIONS N ~]'W W ~ 401'~ - 'NE41' ffl`10 'I!I Rated for wet and dry sprinkler systems at 350psi/2413kPa fort V4 - 4732 - 100mm sizes and 300 psi /2068kPa for 4% - 87108 - 200mm 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-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) size Max. Work Pressure § II Max. End Load * Allow. Pipe End Sep. t Bolt/Nut@ No - Size ~ Dimensions - Inches/mm Approx. Wgt. Each Ii zoo II fteamm--2 {5 am 1 V4 1.660 350 755 0.05 2-%x2¼ I 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 I 70 114 148 0.5 116 1.900 350 990 0.05 2-~x2Y4 3.00 4.75 I 1.88 1.2 40 48.3 2413 4415 1.2 76 121J 148 0.5 2 2.375 350 1550 0.07 2-~x2½ 350 5.25 1.88 1.6 50 60.3 2413 6900 1.7 89 133 148 0.7 2½ 2.875 350 2270 007 2-~x2½ 4.00 5.75 1 1.88 I 1.9 65 73.0 2413 10110 1.7 102 146 148 .09 76.1 mm 3.000 350 1 2475 0.07 2- ~x 2½ 4.13 5.75 1.88 [ 1.9 76.1 2413 I 11010 1.7 105 146 148 0.9 3 3.500 350 3365 0.07 2 x 2½ 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 118 156 148 I 1.0 4 4.500 350 5565 0.16 2-~x2½ 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 146 184 54 1.4 108.0mm 4.250 300 4255 0.16 2-~x2½ 5.63 7.25 1 2.13 3.1 1 1.4 108.0 2068 18940 4.1 143 184 1 54 5 5.563 300 7290 . 0.16 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 2-½x3 175 229 I 54 2.0 133.0mm 5.250 300 6495 0.16 2-%x2% 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 168 229 54 2.0 139.7mm 5.500 300 7125 0.16 6.88 2- ½x 2~ 9.00 2.13 4.8 139.7 2068 31715 4.1 175 229 54 2.2 6 1 6.625 300 10340 0.16 2-½x3 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 203 254 53 2.3 159.0 mm 6.250 300 9200 0.16 2-½x2~ 7.63 10.00 2.13 5.5 159.0 2068 40955 4.1 194 254 54 2.5 165.1 mm 6.500 300 9955 0.16 2 -%x3207 8.15 10.00 2.13 5.5 165.1 2068 44295 4.1 2.5 8 8.625 300 17525 0.19 2-~x4 16 10.50 254t 13.14 67 113 200 219.1 2068 78000 4.8 267 334 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 FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 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 . . Zictaulid VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED, PRINTED IN THE USA. 10.02_2 .. - .: . .. .... REV_I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) 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 (North America); red enamel (Europe) Optional: Hot dipped galvanized Gasket:• Grade "E" EPDM - Type A Vic-Plus7 Gasket System (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. Standard gasket and FlushSeal gasket approved for dry pipe systems to —400F/-400C. Based on "typical" pipe sUrface conditions, supplemental lubricant is recommended for services installed below 0°F/-18°C 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 FlushSeãl gaskets for dry services. www.victaulic.com vicuuc IS A REGISTERED TRADEMARK OF vrciuuc COMPANY. © 2006 vlcTAuLlcCOMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV-1 ' Ac- tauhc 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 PDF format on our website at www.victaulic.com. 111111111111 IllIllIlIllIllIll IllIllIllIllIl WCAS-697KR4 For complete contact information, visit www.victaulic.com 10.02 1538 REV I UPDATED 9/2005 \Acctakuha VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.02 Standard Flexible Coupling STYLE 77 ® <R> @ 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 3/4 - 12720 - 300mm are two-piece housings. For 14 - 247350 - 600 mm 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 etastomeric 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' EPD[VI (All other sizes) EPDM (Green color code). Temperature range —30°F to +230°F/-340C 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 -i-86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrite Nitrile (Orange color code). Temperature range —20°F to +180°F/-290C to +82°C. 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/-i-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 0°F/-18°C. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect- Para__________ Location Date Approved www.victaulic.com . .-. _1Am- tauIic° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. - __________ REV_H 06.04_1 IPS CARBON STEEL PIPE - GROOVED COUPLINGS 06.04 Standard Flexible Coupling STYLE 77 DIMENSIONS Size- Max. W rk Pressur Max. End Load Allow . Pipe End Sep. t Deflect. Fr. CLt Bolt/Nut@ No - Size Approx. _ tow Let 3/4 1.050 1,000 865 0-0.06 3• 24' 0.72 - 2 ~ 2 2.13 4.00 1.75 1.1 20 26.7 6900 3850 0-1.6 - 60 54 102 1 44 0.5 1 1.315 1,000 1,360 0-0.06 2 43 057 2-~x2 2.38 4.12 1.75 12 25 33.4 6900 6050 0-1.6 48 61 105 44 0.5 1 Y4 1.660 1,000 2,160 0-0.06 2'- 10' 0.45 2- ½ x 2½ 2.65 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 . 5 6' 0.40 - X 2 ½ 2½ 3.13 538 1.88 2.1 40 48.3 6900 12615 0-1.6 - 33 79 137 48 1.0 2 2.375 1.000 4.430 00.06 1' 31' 0.32 2- ½ x 2½ 3.63 5.88 1.88 2.6 50 60.3 6900 19715 0-1.6 - 26 92 149 48 12 2½ 2.875 1,000 6,490 00.06 1' 0.26 - 2 ½ 2-% 4.25 6.50 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 - 2 ½ X 2~ 4.38 6.63 1.88 32 15 76.1 6900 31460 0-1.6 - 22 111 168 48 3 3.500 . 1,000 9,620 0-0.06 , , 0.22 2 - ½ 223A 500 7.13. 1.88 3.7 80 88.9 6900 46810 0-1.6 - 18 127 181 48 . 1.7 3½ -- 4.000 1,000 12.565 0-0.06 . , 0 -54 0.19 . 2-/aX3/a 5.63 8.25 1.88 5.6 90 101.6 6900 55915 0-1.6 16 143 210 48 2.5 4.500 1,000 15,900 0-0.13 , 1. -36 0.34 2-%X3/4 6.13 8.88 2.13 6.7 100 1143 6900 70755 0-3.2 28 156 226 54 3.0 1080 mm 4.250 1,000 14,180 0-0.13 1' 41' 0.35 - X . 2 16 '825 6.00 8.63 2.13 11.0 108.0 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-~x4V4 7.75 10.65 2.13 10.6 125 1413 6900 108135 0-3.2 23 . 197 270 54 4.8 1330mm - 5.250 1,000 21,635 0-0.13 1'-21' 0.28 2-20x 108 7.63 1038 2.13 10.0 133.0 6900 96275 0-3.2 24 194 . 264 54 45 5.500 1,000 23,745 0-0.13 I' 18' I 0.28 2-2 X 0 108 8.63 10.65 2.13 10.0 1397mm 139.7 6900 105665 0-3.2 - 24 219 270 54 4.5 6 6.625 1,000 34.470 0-0.1 . 1 -5 0.23 2-V.X4V4 8.63 11.88 2.13 12.0 150 1683 6900 153390 0-3.2 18 219 302 54 5.4 Table continued on page 3. See notes on page 3. 41•Ld' ,jss Sd•S _;W ENV- AA - 12' SIZES Z h 14 - 22' SIZES 24' SIZES www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY..© 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.04.2 \JtauIiC. REV_H .lzb 3A - 12" sizcs IPS CARBON STEEL PIPE - GROOVED COUPLINGS 06.04 Standard Flexible Coupling STYLE 77 DIMENSIONS Size Max Work Pres'sure Max. End Load Allow. Pipe End Sep. f Deflect. Fr. Bc)ll/Ntjl@ Approx. I . 1590 6.250 1,000 mm 30,665 0-0.13 . 0.24 -8 2 20 0 8.63 11.50 2.13 13.2 159.0 6900 136460 0-3.2 - 20 219 292 54 6.0 6.500 1.000 165.1 mm 33,185 0-0.13 1 -6 0.23 2-14 x 454 8.88 11.63 2.13 132 165.1 6900 147660 0-3.2 226 295 54 6.0 8 § 8.625 800 46.740 0-0 ' 13 50' 0.18 2 11.00 14.75 2.50 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 0.14 13.63 17.13 2.63 31.1 250 273.0 5500 326100 0-3.2 - 40' 34' 12 - 2 1 6 346 435 15.63 19.25 67 2.63 14.1 27.8 12 § 12.750 . 800 102,000 0-0.13 0.12 - 2-1 6½ 300 323.9 5500 453900 0-3.2 - 9 397 489 67 12.6 14* 14.000 300 46.180 0-0.13 0" 31' 0.11 - X 4 1 3½ 16.63 19.88 2.88 35.6 350 355.6 2065 205500 - 0-3.2 9 [ 422 505 73 16.1 15* 375 15.000 300 381.0 2065 53.000 235850 0-0.13 0"- 29' 0-3.2 0.10 9 0.10 4- x 1 5½ 4 1 3½ 17.88 454 19.00 21.63 549 22.13 3.00 76 3.00 48.8 22.1 51.1 16* 16.000 300 60.320 0-0.13 0" - 27' 400 406.4 2065 268425 0-3.2 0-0.13 0" 24' 9 - 482 562 76 23.2 18* 18.000 300 76.340 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 J 94,000 0-0.13 0" 22' - 0.08 4 1 V 4 23.63 27.25 3.13 91.2 500 508.0 - 2065 22.000 300 559.0 2065 418300 0-3.2 - . . 7 600 692 80 41.4 22* 550 114.000 507300 0-0.13 , 0-3.2 0*- 19 0.07 . 6 4-1 'ax4 25.75 654 29.50 749 3.13 80 92.0 41.7 24* 24.000 250 113,000 0-0.13 0" 18' 0.07 6 1Y 4 - V. 27.75 31.25 3.13 94.0 600 609.6 1725 502850 0-3.2 - 6 704 794 80--1 42.6 § Couplings 8, 10, 12/200,250,300mm sizes available to JIS 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 ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 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 1/4 -3 1,Y/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. 14 - 22" SIZES 24" SIZES www.victaulic.com .VICTAULICIS A REGISTEREOTRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAUtIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV..H Ai _c_t_a U -1i d 06.04_3 ! I17T (S7i Specifications NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR CRR In; mm In; mm Lbs/Ft kg/rn Lbs/Ft kg/rn Unthreaded Threaded 1" 1.080 1.330 1.75 11.39 1.00 25 27.4 2.0 2.60 - - 11/4 1.408 1.870 2.54 9.50 1.00 32 35.8 2.8 3.78 - - 1'h 1.639 2.290 3.22 9.14 1.00 40 41.6 3.4 4.79 - - 2 2.104 3.050 4.57 8.41 1.00 50 53.4 4.5 6.80 - - FBC @ c@ mnaclefl.a aPMDVID '9& AfA AA~VX#Amffi AU DynamThread M-COAT® 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°k 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 clean, 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 () CiHIOCi • 16100 S Lathrop Ave. TUBE & CONDUIT CONDUITO Harvey, 1160426 £RAlDOF 4atkore - uuII,,IIII'S 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 V Dyn,a=F1ow',,,,,,,,,,,,* M -COAT® Submittal Data Sheet > High Strength Steel Pipe Dyna-Flow' - M-COATI& 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-1 0 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 NFPA. 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 SchedulelO, Dyna-Flow - M-COAT pipe hydraulics are exceptional. Larger I.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 ULJULC 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-Flow - M-COAT is now available "hot-dip" galvanized* and has been specifically approved by FM for dry systems uses. Project: Sprinkler Contractor: Engineer: Specification Reference: NIPS -Dyna-Flow Nominal I.D. - M-COAT Wt. Specifications Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft kg/rn Lbs/Ft kg/rn Unthreaded 1.191 0.830 1.31 2.41 25 30.3 1.2 1.95 - 11/4" 1.536 1.059 1.87 1.55 32 39.0 1.6 2.78 - 1½" 1.728 1.667 2.71 3.44 40 43.9 2.5 4.03 - 1 2.203 2.104 3.79 2.78 50 56.0 3.1 5.64 - 21h" 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 - 1 4.310 4.473 10.86 1.00 FB Colf @ c@ <S> PPROflO * Must be ordered in 10 bundle increments. Date: System Type: Locations: Comments: Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com nmr.111p allied • 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 ABa"•. A tI .. . . - - " 02011 Atkore International, Inc. All Rights Reserved. STP-S24M-1105 USflD APPROVED j. arpz 4 vi _) Malleable Iron Screwed Fittings- Class 150 STRAIGHT TEE Ilominot Size Dimension A Appiox. WI. E&h ½ 0.69 0.09 6 11.53 0.04 ¼ 0.81 0.14 a 20.51 003 0.95 0.21 tO 24.13 0.10 ½ 1.12 0.31 IS 28.45 0.14 V4 1.31 030 20 33.21 0.23 1 1,50 0.79 25 3630 0.36 1 V1, 1.75 1.19 37 4445 0.54 1.94 1.57 40 4F.7a an 2.25 243 SO 57.15 1.10 21h 2.70 4.33 £5 6838 1.95 3 3.08 6.37 to 1&73 2.89 4 3.79 11.03 100 96,71 LW 6 5.13 25.98 150 13020 11.18 Dimensional: Fillings: ASME B16.3 Unions: ASME B 16.39 Bushings/Plugs: ASME B 16.14 Material: ASTM A-i 97 Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threoding*: ASME B1.20.1 Pressure Rating: Fittings: ASME BI 6.3 Unions: ASME B16.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron Fittings ore 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. I J..LL.LL ANVIL. Malleable Iron Screwed Fittings - Class 150 tisiro AFTROVED t:I*.fltb) al WWW1Wd&VLQ= at REDUCING T _______ Dimensions Size B - Approx.Nominal . Each on) k (inn) k (mn) Its. Ig) !h 0.97 0.97 0.98 0.24 8 2464 74M 24.89 AN * 10 1.04 2642 1.04 27 103 20.16 0.27 0.12 3 1.22 1.22 1.20 0.37 - .3099. 31199 R11,48 .037 1 1.36 1.36 1.26 0.49 6 1.20 1.12 1.22 0.38 is 31748 _j4 U ,,jR4S 0.!? ½ iJi 1.22 1]1 0.45 15 24 33.21 2845 3.321 0.70 ½ 4 0. 1.05 20.67 1.05. 20.67 1.08 21.43 0.36 P.M 3t 1.12 112 113 039 20 ½ 10 20.45 70.45 20.711 018 !h 1.20 1.20 1.22 0.43 20 i-S 3048 3048 .. 3999 0.20 1 1.45 1.45 1.31 0.62 15 1 36$ 30.83 1 _J0.4$ J0,10. 8 1 25 1.50 30.14! 1.18 7991 1.50 38ff) 'k 126 112 136 iS 3201 7M5 34.54 ½ 20 137 34.30 1.22 2M5 145 3454 IJVO 1 1.50 1.36 1.50 25 3810 3454 35.10 + 1.26- 1.20 136 0.53 Is 3212! 30.48 34.54 0.24 ½ ½ 137 1.31 145 0.61 20 20. 3430 1 3821.., 3883 0.2!! 1 1.50 1.45 1.50 0.11 25 _____ _1 _3810 _..3683_ _.303U 40. 3L_ 5 1.18 1.18 121 0.51 10 2997 2991 3878 0.76 1.26 1.26 136 0.62 iS 38(2! 3238? 30.54 0.30 1 ½ 20 "{37 20.45 1.37 28.45 T45 30.83 0.6? AN 25 114 1.67 1.67 1.58 0.94 32 4842 4847 40.13 0.43 115 1.80 1.80 1.65 1.07 40 4512 4512 41J1 0.43 2 2.02 2.02 1.13 1.45 $0 5111 1 5171 1 4194 045 MATERIAL SPECIFICATIONS Dimensional: Fittings: ASME 816.3 Unions: ASME B16,39 Bushings/Plugs: ASME B 16.14 Material: ASTM A.1 97 Galvanizing: ASIM. A.153 (Hot Dip Galvanizing) Threoding*: ASME 81.20.1 Pressure Rating: Fittings: ASME 816.3 Unions: ASME B 16.39 Bushings/Plugs: ASME 616.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using an air, under water process. Agency Approvals: All malleable iron fittings and unions are UL listed and FM Approved. British Standard thieading per BS 21 available upon request. REDUCI NG TEE ________ Dimensions Nominal Size A Approx. . Each In 6nni) .kX . ('Tn) 4 1 25 1.58 41113 1.36 34.54 1.67 47.42 0.82 (131 15 i4. 1.75. 1.53 US 0.95 44.45 30.8ts 44.45 043 14 1.45 1.31 1.62 0.75 20 360.? 3821 40.15 0.34 14 1 1.58 1.45 161 0.81 20 25 411.13 20.83 42,42 (13.9 1% 1.15 L62 1.15 1.00 3 4445 U$,7 4 ..A44$ ..Jt15 15 1.34 1.26 1,53 0.74 15 34.04 380(3 38.86 0.34 14 1.45 1.37 1.62 0.82 W 1 is 20. 30.33 28.45 41.15 0.31 1 1'3U 150 .67' 0.94 37 25 41113 33.r0 4242 0.42 11V 1.75 1.67 1.75 1.08 37 4145 42.42 44.45 0.49 15 1.26 1.26 J 1.44 038 10 32,0.? 32.00 i 3658 4135 14 1.34 1.34 .1.53 0.84 15 84.04 34.04 30.84 (.130 14 , 1.45 1.45 1.62 0.92 Ph 20 34.83 34.83 4115 1147 1 1.58 1.56 1.67 1.04 32 25 411.13 41113 47.17 0.41 1½ 1.88 1.86 1 1.82 1.34 40 41.15 47 A 1 46.73 1164 'T 1J0 2.10 1.90 1U 50 1 53.34 1 :53.34 4176 05 i artz ..? Vi . NLNL Iul Malleable Iron Screwed Fittings - Class 150 REDUCING TEE I Nominal Size I Dimensions _______ Approx. w. Each c (a. OW &tC1fl3) &(0.. 11 ½ 1 114 1.94 1.66 1.94 124 lc I 40 4928 4234 49.237 _jic 14 150 1.26 169 0.66 16 70 3810 37473 47.93 0.39 1½ 1.94 1.75 194 1.2? 20 49 49.28 44.45 49.28 0.59 1 1.61 130 1.60 {OU 25 42.91 35.3 1 4112 0.49 1 11/4 1.82 1.67 118 123 25 3. 46.23 42.42 4125 0.56 114 1.94 1.80 1.94 1.35 40 4928 ,.,4$12_ 49,28 . 061 54 132 1.45 175 104 70 3841 3423 .4445 0.41 1 1.65 1.58 110 117 114 75 4191 4013 45.17 0.93 dO 11/4 77 1% 37 . 1-8T 45.23 T75 44.45 1 11U 41.15 1T3 0.613 114 194 188 1.94 1.45 40 4928 47.75 49.28 066 2 2.10 2.10 190 1.82 59 53.34 5334 48.26 1 0.8.3 ½ 1.41 1.41 166 1.04. 45 . 353 354 4214_ _047 54 152 1.52 175 114 70 3861 3861 4445 0,57 1½ 1 1.65 1.65 160 1.27 40 25 41 9f 491 1 41.12 0.58 I'/i t82 182 1.68 1.43 .32 4023 45.23 4115 0.65 ---T- --2-.N '216 2.02 1.89 SO 54,86 5434 5434 084 14 2 2.25 1.88 2.25 1.89 IS 50 57.15 41.15 51.15 0.86 16 2 2.25 1.97 2.25 1.93 211 $0 5735 5004 51.15 0237 1 1.81 175 107 1.3? 1 25 45.91 4Uc 41.513 063 2 2.25 2.02 2.25. 2.00 25 50 51.45 54.31 5115 0.91 114 1.90 1.75 2.10 164 .3. 45.24 4445 53.34 0.74 1½ -114- 2.02 1.68 2.16 LW' 32 40 54.31 4115 54.34 0372 2 2.25 2.10 2.25 2.09 50 5735 5334 51.45 0.95 1 1.73 1.65 TO 1.57 25 43.94 41.91 51.31 031 2 Wi 1.90 1.82 2.10 121 Sf) Ph 82 4826 45.23 53.34 078 1¼ 2.02 1.94 2.16 188 40 43 51.3! 49.28 54.84 .025 2 2.25 2.16 2.25 . 2.21 51J.5_ .54.14 J125 ½ 1.49 1.49 1.88 133 45 1 31115. 31.85 41.15 049 54 210 1.60 4044 1.60 40.44 1.91 50114 -7:63- 0.74 1 1.73 1.73 :2.02 128 2 25 43.94 43.94 51.32 0.81 $0 Wa 1.90 190 210 1.97 32 49.26 49.26 53.34 089 1½ 2.02 2.02 2.16 2.12 43 5121 54,34 54.14 096 214 2.60 2.60 2.39 3.15 65 45.04 4004 4013 1,43 ,R DUCING TEE Nominal Site Dimensions _______ ;Approy. it . Each A (mn) 6i. (m!mi L ( ____1 f3 ki (& f5) 1.74 1.74 2.32.67711 44.70 44.70 58 1.21 1 1.87 187 2.37 214 25 41311 41.50 1020 3.29 21h 15 2½ 65 1½ 32 2.04 51.87 104 5182 2.45 . 1,773 3.09 140 1½ 2.16 216 2,51 3.29 40 5488 54.84 OR 449 2 2.39 2.39 2.60 3.65 50 _40.71 0.71 48134 344 2 2 152 2.25 2.89 3.88 50 50 44114 57.15 1.341 1.34 54 1.67 1.87 2.61 3.72 20 4130 47.50 44.79 1-69 1 100 2.00 2.61 396 2.5 5020 50.8(1 i 41.56 120 3 217 217 i 2.74 4.23 80 3 32 5112 5112 49.40 .192 1114 2.29 2.29 80 40. 58. 11 53 .77 13.12 7.02 2 2.52 2.52: 2.80 .....445 2.89 4.90 50 MW 44411 15.41 2.22 2½ 213 2.83 2.99 5.69 $_ 1188 11.83 5,7.5 _2.5R 2 2.74 2.14 3.41 7.52 50 49.40 0940 84.41 3:41 4 4 25 3.05 3.05 3.51 8.51 IN No 45 11.47 11.47 475.15 386 "T" L3O "3.30 3.6U 9.24- ______ 80 53.87 1 2322 11 9144 4.20 IoI1 A 1U APPROVEO pO' in n'SaIinRçrin.JIMth.. I lulL ANVIL Malleable Iron Screwed Fittings - Class 150 i111211114AQT!I IloniinaI Size Dimension A Approx. WI. Each b. oi) A, thL (Agk ½ 049 0.06 6 11.53 ½ 0.81 0.10 8 21151 1105 ½ 0.95 0.15 10 24.13 $107 ½ 1.12 0.22 is 28.45 0.10 ½ 1.31 0.36 20 33.71 0.18 1 1.50 0.57 25 3830 1126 1½ 1.75 0.87 32 4445 440 1½ 1.94 1.16 40 4.28 1153 2 2.25 1.81 50 51.15 0.92 21h 2.70 3.23 45 61153 1.41 3 3.08 4.82 80 7813 2.1 4 3.79 8.41 6 5.13 19.96 150 1 1311.30 1 9.05 Dimensional: Fittings: ASME 816.3 Unions: ASME B16.39 Bushings/Plugs: ASME B 16.14 Material: ASTM A-I 97 Galvanizing: ASTM A-153 (Hot Dip Galvanizing): Threoding*: ASME B1.20.1 Pressure Rating:Fittings: ASME B 163 Unions: ASME B16.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron Fittings oe tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron Fittings and unions are UI. Listed and FM Approved. ' Brilish Standard threading, per BS 21 available upon request. 111111. IavLuLJ Malleable Iron: Screwed Fittings - Class 150 C-1003 ITI5 *PPROV60 AWNlWJIORCf 11REDUCING IIidELBOW Dimensions Nominal Site . Aprox. WI. Each Al W. & ei Lbs. (kg) ½ x ¼ 0.74 0.76 0.08 8Xd 18.83 1930 0.01 14 x ¼ 0.81 0.85 011 10:6 3&51 . 21.59 005 14x½ 0.88 0.90 013 10:3 27.35 22.06 006 ½x¼ 0.97 0.98 016 15:8 24.84 24.69 0.07 1.04 1.03 019 28.42 28.16 0.09 1.12 1.13 0.26 2x83 28.45 2810 012 x ¼ 1.20 1.22 0129 78:15 38.46 38.83 013 1. lz% 1.18 1.26 0.35 2S10 79.91 .37.0 0.16 1 x 1 1.26 1.36 0.42 25i5 32.83 34.$ 019 1 x 14 1.37 1.45 0.47 _75:0 3410 AL 021 1%x½ 1.34 1.53 0.54 32d5 3404 38.86 0.24 1½x14 1.45 1.62 0.62 32:20 35.83 4715 0.28, 1%x 1 1.56 1.67 0.73 3h25 4823 12.42 0.33 11hx½ 1.38 1.65 0.65 411:15 35.05 47.91 0.29 1½x14 1.52 1.75 0.74 40220 3841 .45 0.34 11h x 1 1.65 1.80 0.88 & 25 49 4.72 0.40 1½x 1% 1.82 1.88 1.03 48:20 4823 4115 0.41 2 x 114 1 1.50 , 1.89 0.93 50:15 38.10 48.01 0.42 2x14 1.60 1.97 1.04 50723 4044 50.04 0.41 2x] 113 2.02 1.28 ______ 4394 sup 0.59 21 114 - T.36 - 50:32 4876 53.34 0.6? 2x1½ 2.02 . 2.16 1.51 50:43 501 54.84 . 0.48 Dimensional: Fillings: ASME 81.6.3 Unions: ASME 816.39 Bushings/Plugs: ASME B 16.14 Material: ASTM A-i 97 Galvanizing,:, ASTM A- 153 Not Dip Galvanizing) Threading*: ASME B1.20.11 Pressure Rating: Fittings: ASME 816.3. Unions: ASME 816.39 Bushings/Plugs: ASME B16.14 Pressure Testing: All malleable iron Fittings ore tested, For through wall porosity using an air under water process. Agency Approvals: Al[ malleable iron Fittings and unions are UL listed and FM Approved. ';Bri:ish 5tonderd threading per 85 21 available upon requoth )REDUCING I1ft ELBOW Dimensions tlominol Size - -j--'-'--- Approx. Wt. Each In. (em) In. - h 6nn) ths. (kØ 2¼x1'4 216 2.51 2,20 65.v40 5425 . 83,13 1.00 2¼0 219 2.60 2.55 65:50 6017 86.01 1.16 3x2 2.52 . 2.89 3.35 83:58 6401 1341 1.52 2.03 2.9? 4.12 80:65 1172 7595 147 4 2. 232 3.43 5.01 183:50 8909 $1.12 2.21 4,13 3.30 3.60 6.65 1Z83 .83.02 91.44 102 I 11111 1 . UL J Malleable Iron Screwed Fittings - Class 150 C®L USTID APPROVEO For tUpI Daub wLMlk.e. aodwJnbLmc, COU IftAPSaR(S1IflLaU 1lihM Nominal Size Dimension A Approx. Wt. Eoth 14 0.96 0.05 6 24.33 aui 14 1.06 0.08 0 29c2 0.04 14 1.16 0.12 to 29.46 0.03 14 1.34 0.17 ii 34.04 003 14 1.52 0.27 20 38.0 Oil 1 1.67 0.43 25 47.42 1120 1% 1.93 0.65 3? 494? 1179 114 2.15 0.86 54.61 1439 2 233 1.35 50 64.26 4161 214 2.88 2.33 65 13.15 1.06 3 3.18 3.36 SO 6011 1 52 F 4 3.69 539 100 93.12 2,54 Dimensional: Fillings: ASME 816.3 Unions: ASME B16.39 Bushings/Plugs: ASME B16.14 Material: ASTM A-197 Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threading*: ASME B1.20.1 Pressure Rating: Fittings: ASME B 16.3 Unions: ASME, 816.39 Bushings/Plugs: ASME B 16.14 Pressure Teshng All mafleoble iron fittings ore 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 tiucoding per BS 21 available upon request. I I1UL i arpz 4 UI _ NYIl Malleable Iron. Screwed Fittings - Class 150 LISTED *PPROVO AI* AWUlrm I%i?Sfl* Uibt'A REDUCI NG COUPL[ tiominol Size Dimension A Approx. WI, Eoth kL (MT)At (mW tbs) 1.00 0.07 8x6 25.40 0.03 %14 1 1.13 0.09 10,6 26.10 004 1.13 . 0.10 IONS 76.70 0,05 1.25 0.13 Is: 6 3135 0.06 Oft 'A 1.25 '0.13 ISiS 31.15 .0.06 1.25 0.14 15,10 31.15 0.06 1.44 0.18 - 20:6 38.58 1108 3/4X!4 1.44 0.20 20:8 36.58 0.0? 1.44 0.21 20110 36.58 0.10 1.44 0.22 20115 36.58 .0.10 1.69 0.34 25,15 42.93 0.15 1x4 1.69 0.36 25:20 42.53 1116 Wi x 2.06 0.47 32:15 52.32 0.21 2.06 031 32:20 . . 52.32 11.23 I% XI 2.06 037 32:25 52.32 0.26 1½x½ 2.31 0.62 49N15 58.61 4128 I%XV4 2.31 0.66 49:20 56.67 0.30 1%x.I 2.31 0.73 49:25 58.67 0.33 I½x11A 7.31 0.80 49:32 267 0.38 Dimensional: Fittings: ASME 816.3 Unions: ASME 816.39 Bushings/Plugs: ASME B16.14 Material: ASTM A-I 97 Galvanizing: ASTMA..153 (Hot Dip Galvanizing). Threading*: ASME B1.20.1 Pressure Rating: Fittings: ASME B 16.3 Unions: ASME B 16.39 Bushings/Plugs: ASME B16.14 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 $tcinctcrd threading per BS 21 available upon request. REDUCING COUP j[c Nominal Size Dimension A Approx. WI. Eath 2xYi 2.81 0.94 5015 11.37 043 2 x ½ 2.811 0.99 5ozzo 11.31 0.45 2xl 2.81 1.03 5825 71.37 CA? 2x1% 2.81 Lu 50:32 liii 0.53 2x11h 2.81 1.25 50:40 - 11.31 0.51 2½x1% 3.25 1.81 6502 82.55 OR 21h,x1'h 3.25 1.90 4$r40 82.55 0,86 2½x2 3.25 2.04 45:50 82.55 0.93 3x1 3.69 . 2.48 30:25 93,13 132 3x ]% 3.69 2.55 80:32 93.13 1.16 3x ]% 3.69 2.67 EtJ40 . 9333 1.2) 3x2 3.69 2.78 80X 50 £333 1.26 3 x2% 3.69 323 03765 93.13 1,41 4. x 2 4.38 4.43 111.25 . 2.01 4:214 4.38 4.87 100r85 111.75 2,71 4:3 4.38 5.29 11V880 I !1L25 140 I 11111. . I . Ui. . 1J!u1cI Malleable Iron Screwed Fittings - Class 150 WilD APPROVED Fm UI IwdLjTl. Nominal 2!IIe Dimensions Approx. A B C Size WI. Each k (omtl At One) At (swi) At tAt. (tgl C.D.t Yi 0.44 0.28 0.38 0.04 8 11.18 7.31 9.65 0.02 % 0A8 0.31 0.44 0.06 12.19 7.81 11.18 0.03 Cored 0.56 0.38 0.56 0.08 15 14.22 95 14.22 Of (Died 14 0.63 0.44 0.63 0.13. 20 16.00 11.18 1.00 0.06 (Died 1 035 030 0.81 0.20 25 19.05 12,10 20151 0109 (Died 1% 0.80 036 0.94 0.37 32 20.32 1(22 23.88 0.15 ed (Di I 1h 0.83 0.62 1.13 0.43 49 793 15.15 24.70 0.20 (Died 2 0.88 0.68 1.31 0.67 22.33 11.21 33.21 0.30 C A D1Cu 2 1,07 0,74 130 1.11 65 V. jo 1980 32.20 0.30 , .OICu 3 1.13 0.30 1.69 1:53 30 2310 2932 42.93 0.69 But 91 1.22 1.00 - 2.71 100 3999 25.40 1.23 Bar Mug 6 1.40 1.25 -- - 4.00 ISO 35.34 MATERIAL SPECIFICATIONS Dimensional: Fittings: ASME B16.3 Unions: ASME B116.39 Bushings/Plugs: ASME B 16.14 Material: ASTM A-I 97 Galvanizing ASTM A-153 (Hot Dip Galvanizing), Threading*: ASME BJ.20.1 Pressure Rating: Fittings: ASME B 16.3 Unions: ASME B 16.39 Bushings/Plugs: ASME B16.114 Pressure Testing: All malleable iron sittings ore tested for through wall porosity using an air underwater process. Agency Approvals: All malleable iron fittings and unions are UL Listed and FM Approved. British Stoxtclord thceeding per BS 21 available upon request. i arc 4 vi .) Malleable Iron Screwed Fittings - Class 150 'Isk" F4,10 ss c WItS APPROVES llomini Size Oimehsion A Approx. WI. Ecrh 0.53 0.03 6 1346 1101 14 0.63 0.05 6 16.69 1107 14 0.74 0.07 K80 0.03 ½ 0.87 0.11 IS 22.10 005 0.97 0.18 20 24.64 0.08 1 1.16 0.30 25 2946 0.14 11/4 1.28 0.44 37 3251 1120 1½ 1.33 0.55 40 33.JS 0.25 2 1.45 0.85 50 3683 0.39 2½ 1.70 1.49 65 4318 0.48 3 1.80 2.20 80 45.12 1,08 31h 1.90 3.02 4 2.08 3.79 100 52.83 U? 6 2.55 8.77 ISO 64.1? £ Siikd in Steeior&y (Bh and Gènn1. Dimensional: Fillings: ASME 816.3 Unions: ASME 1316.39 Bushings/Plugs: ASME B16.14 Material: ASTM A-i 97 Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threading*: ASME 81.20.1' Pressure Rating: Fittings: ASME B 16.3 Unions: ASME 816.39 Bushings/Plugs: ASME B 16.14 Pressure Testing: All malleable iron Fittings 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 roquesP Fig. 200 - "Trimline" Adjustable Band Hanger C®US LISTED Size Range - 1/2" thru 8" pipe Material - Carbon Steel, Mu. 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. (21h" 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-H-171E; 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. 200 WON. 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 3¼ 2% 400 11 3/4 3/8 8mm or 10mm 3¼ 2½ 400 11 1 3/8 8mm or 10mm 3% 25A 400 12 11/4 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 4½ 3 400 15 21h 3/8 10mm 5% 4½ 600 27 3 3/8 10mm 57A 4 600 29 31h 3/8 10mm 73A 51/4 . 600 34 4 3/8 10mm 73A 5 1000 35 5 1/2 12mm 9¼ 6¼ 1250 66 6 1/2 12mm 10½ 6% 1250 73 8 1/2 12mm 13½ 83/4 1250 136 Page 55 OFFICE!MANUFACTURING FACILITY • 1375 SAMPSON AVE. 'CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.7865266 - . www.tolco.com C®OS USTED 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-6i-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed pniy 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 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.137.5599• FAX: 951.731.0330 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 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. 98 -Roc1tiffener Size Range - Secures 3/8" 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod fo ical seismic Approvals - Underwriters Laboratories Listed in the U Canada (cUL). Included in our Seismic Restraints Ca aDic Component of State of California OSHP9 dc,,Lus USTED Seismic Restral stem Finish - --Available in HDG finish or Stainless Steel materials. By - Figure number Fig. 99 - All Thread Rod Cut to Length 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 HDG 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 wt./100 114 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 718 3770 3360 169 1 4960 4420 222 11/4 8000 7140 360 1½ 11630 10370 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879' PH: 951.737.5599' FAX: 951.737.0330 CUSTOMER SERVICE • 800.186.5266 www.tolco.com Fig. 113 - Standard Hex Nut Size Range - Sizel/4" thru 11/211 Material - Carbon Steel Finish - Plain Note - Available in Electra-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 1h/21 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 Wt j, 00 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 1/32 35/64 7.3 3/4 11/i 1/ 41/64 12.0 7/8 Ishr, l/ 3/4 19.0 1 11/2 1/4 55/64 28.0 1'/4 1/8 21 / 11/I6 54.0 11/2 2I4 219/32 1/32 94.0 Fig. 115 - Flat Washer Size Range - Sizel/4" thru V/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 Dimensions • Weights Width Width Rod Across Across Approx. Size Flats Points Thickness wt.iioo 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'/6 31/64 6.5 5/8 1'/,e 11 /a 39/64 12.0 3/4 1'h 47/64 19.0 7/8 121/32 55/64 30.0 1 1/ 1/8 63/64 43.0 11/4 2 2/ 17 /32 79.0 11/2 2/ 2/4 11 /32 131.0 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./100 1/4 3/4 .7 5/16 1 1.5 3/8 1/ 3.9 1/2 1/4 7.7 5/8 15/16 7.3 3/4 2 11.0 7/8 2'I4 19.0 2/4 22.0 1V4 3 26.0 1'/2 31/3 39.0 Dimensions • Weights Rod Size Outside Diameter Approx. Wt./1 00 3/8 11/16 .6 1/2 7/8 1.3 5/8 11/I6 2.4 3/4 1V4 4.0 Page 63 Office/Manufacturing Facility. 1315 Sampson Ave. • Corona, CA 92879 • Ph: 951.737.5599 • Fax: 951.137.0330 Customer Service • 800.186.5266 www.tolco.com FM COW <~> LISTED APPROVED 9R21 Pipe Hanger Approvals j I. __ 8007957 GST 10 318" Vertical CPVC 1-1/2" 300 1-112" 8020957 SWG 10 3/8" Horizontal CPVC 1-1/2" 300 1-1/2" 8008957 GST 20 3/8" Vertical 2-1/2' 850 1-1/2" 4' 1475 1-112" 8068925 GST 20-SS 3/8" Vertical 2-1/2" 850 1-1/2" 8010957 GST 30 3/8' Vertical 4' 1500 1-1/2" 4" 1475 1-1/2" 8009925 GST 25-380 318" Horizontal 4" 1500 1-1/2" 8022925 SWG 25-380 3/8" Horizontal 3-,1/2"-4"*---- 1500 1-112" 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 1-1/2" 8139957 SH-GST2O 3/8" lr Angle off Vertical 1050 1-1/2" 4" 1475 1-1/2' 8141957 SH-GST3O 3/8" lr Angle off Vertical 4" 1500 1-1/2' 4' 1475 1-1/2" Pipe Hanger Approvals - 'I JL &R & 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" 1475 .188' 8046957 TEK 50 3/8" Vertical 4" 1500 .250" 4" 1475 .188' 8055957 SWOR 1 3/8" Horizontal 4" 1500 - .037" 4" 1475 .060" 8056957 SWDR 516 3/8" Horizontal 4" 1500 .037' 4" 1475 .060" 8054957 SWDR 1-1/2 3/8" Horizontal 1500 .037" 4" 1475 .060' 8137957 SH-DSTR 1 3/8" 17a Angle off Vertical 4" 1500 .035" 4" 1475 .105" 8150922 XP 20 3/8" Vertical 2-1/2' 850 .027' , 8153922 XP 35 3/8" Vertical 3-1/2" 1250 .060" 8294922 SXP 20 3/8" Vertical or up to 45n 2' 750 .027" 2" 635 .029' 8295922 SXP35 3/8' Vertical or upt089" 3-1/2" 1250 .060" 2" 635 .029" 8293957 SWXP 35 3/8" Horizontal 3-1/2" 1250 .060' - Pipe Hanger Approvals Part No. Model Rod Size Mount Direction UL Max Pipe Size UL Test Load (Ibs) UL Mm 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 Pro-Pour Structural @ 3000psi 8150922 XP 20 3/8" Vertical 2-1/2' 850 Post-Pour Range II LWC 15 35 PCF (lbs/ft3) SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-112 SWG 25-380 Maximum pipe size in wood limber or joist allowed by UL is 4" ""SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2" ""SWO 20 Maximum pipe size in wood limber or joist allowed by UL is 2" Sammys° and Truss-T Hanger° are registered trademarks of 11W Buildex and Illinois Tool Works, Inc. ©2008 lflNBuildex and Illinois Toot Vterks. Inc, REV. 0308 SSS40 UL and FM tests were performed in compliance with NFPA 13 Standards. Fastening requirement: 5 limes weight of water-filled schedule 40 pipe plus 250 pounds. - .-------- SAMMYS TBUlld(i :wwritibuildex.com -800-BUILDEX Fig. 65 Patent #4,570,885 Fig. 65 Dimensions . Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1/ 3/4 1 7/16 1 610 28 1/2 11/2 3/4 • 1 9/16 11/4 1130 55 5/8 1V2 3/4 1 9/16 IV, 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt.I100 3/8 11/4 1 7/16 1 610 28 1/2 11/2 1'/4 1 9/16 11/4 1130 55 5/8 11/, 1V4 1 9/16 11/4 1130 55 * Max. load's for clamp with set screw in up or down position. Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/411 Throat Openings Component of State of California OSHPD Approved Seismic Restraints System SCS Size Range - (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/411 (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bot- tom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-171E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. 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 relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish OFFICE/MANUFACTURING FACILITY • 1315 SAMPSON AVE • CORONA, CA 92879 • PH: 951.731.5599 • FAX: 951.131.0330 '• . CUSTOMER SERVICE • 800.186.5266 www.tolco.com Component of State of Fig. 69 Beam Clamp Retaining Strap California 0SHPDApproved Seismic Restraints System• a Size Range - 3/8" thru 7/8" rod by 4" thru 16" length.* Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with. all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly- Therefore a locking mecha- nism of some kind such as a hex nut or the beveled locking slot on the TOLCOTm Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in. the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. 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. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note -Minimum return on Strap: 1". Dimensions • Weights Type Rod Size A Hole Size B 1 3/8 . 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. OFFICEIMANUFACTURING FACILITY • 1315 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.137.5599 • FAX: 951.131.0330 CUSTOMERSERVICE '800865266 wwwtalco.com 4 REPORTTM Reissued September 1, 2007 This report is subject to re-examination in two years. ICC Evaluation Service, Inc. I BilnesIReioesI Office. 5360 Wodana M1 Road, Calamia 90601 . (562) 6990543 ReonaI Office. 900 Montclair Road, Suite A, Bimingham, Alabama 35213 • (205) 599-9800 www.icc-es.orcs Regional Office. 4051 West Flossmoor Road, CounhryCkib Hills, Illinois 60478 • (708) 799-2305 DIVISION: 03—CONCRETE Section: 03151—Concrete Anchoring REPORT HOLDER: HILTI, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 (800) 879-8000 www.us.hiltt.com HiItiTechEncius.hiIti.com EVALUATION SUBJECT: HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL ANCHORS IN CONCRETE 1.0 EVALUATION SCOPE Compliance with the following codes: 2006 International Building Codee (IBC) 2006 International Residential Code (lRC) 1997 Uniform Building Code (UBC) Property evaluated: Structural 2.0 USES The Hilt! Kwik Bolt TZ anchor (KB-TZ) is used to resist static, wind, and seismic tension and shear loads in cracked and uncracked normal-weight concrete and structural sand lightweight concrete having a specified compressive strength, f's. of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa); and cracked and uncracked normal-weight or structural sand lightweight concrete over metal deck having a minimum specified compressive strength, f, of 3,000 psi (20.7 MPa). The anchoring system is an alternative to cast-in-place anchors described in Sections 1911 and 1912 of the IBC and Sections 1923.1 and 1923.2 of the UBC. The anchors may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the lRC. 3.0 DESCRIPTION KB-TZ anchors are torque-controlled, mechanical expansion anchors. KB-TZ anchors consist of a stud (anchor body), wedge (expansion elements), nut, and washer. The anchor (carbon steel version) is illustrated in Figure 1. The stud is manufactured from carbon or stainless steel materials with corrosion resistance equivalent to Type 304 stainless steel. Carbon steel KB-fl anchors have a minimum 5 p (0.00002 inch) zinc plating. The expansion elements for the carbon and stainless steel KB-TZ anchors are fabricated from stainless steel with corrosion resistance equivalent to Type 316 stainless steel. The hex nut for carbon steel conforms to ASTM A 563-04, Grade A, and the hex nut for stainless steel conforms to ASTM F 594. The anchor body is comprised of a high-strength rod threaded at one end and a tapered mandrel at the other end. The tapered mandrel is enclosed by a three-section expansion element which freely moves around the mandrel. The expansion element movement is restrained by the mandrel taper and by a collar. The anchor is installed in a predrilled hole with a hammer. When torque is applied to the nut of the installed anchor, the mandrel is drawn into the expansion element, which is in turn expanded against the wall of the drilled hole. Installation information and dimensions are set forth in Section 4.3 and Table 1. Normal-weight and structural lightweight concrete must conform to Sections 1903 and 1905 of the IBC and UBC. 4.0 DESIGN AND INSTALLATION 4.1 Strength Design: 4.1.1 General: Design strengths must be determined in accordance with ACI 318-05 Appendix D and this report. Design parameters are provided in Tables 3 and 4. Strength reduction factors 0 a given in ACI 318 D.4.4 must be used for load combinations calculated in accordance with Section 1605.2.1 of the IBC or Section 1612.2 of the UBC. Strength reduction factors 0 a given in ACI 318 13.4.5 must be used for load combinations calculated in accordance with ACI 318 Appendix C or Section 1909.2 of the UBC. Strength reduction factors 0 corresponding to ductile steel elements may be used. An example calculation is provided in Figure 6. 4.1.2 Requirements for Static Steel Strength in Tension: The steel strength in tension must be calculated in accordance with ACI 318 D.5.1. The resulting Ns values are provided in Tables 3 and 4 of this report. 4.1.3 Requirements for Static Concrete Breakout Strength In Tension: The basic concrete breakout strength in tension .must be calculated according to ACI 318 Section D.5.2.2, using the values of h, and ke, as given in Tables 3 and 4 in lieu of h,, and k, respectively. The nominal concrete breakout strength in tension in regions where analysis indicates no cracking in accordance with ACI 318 Section D.5.2.6 must be calculated with 'PCN as given in Tables 3 and 4. For carbon steel KB-TZ installed in the soffit of structural sand lightweight or normal-weight concrete on steel deck floor and roof assemblies, as shown in Figure 5, calculation of the concrete breakout strength may be omitted. (See Section 4.1.5.) 4.1.4 Requirements for Critical Edge Distance: In applications where cc Cec and supplemental reinforcement to control splitting of the concrete is not present, the concrete Rpo,rrs - are not to be construed as representing aesthetics or any other attributes not specifically addrerse4 nor are they to be coastj-ued as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2007 Page 1 of 14 Page 2 of 14 ESR-1917 breakout strength in tension for uncracked concrete, calculated according to ACI 318 Section D.5.2, must be further multiplied by the factor Wc,,N as given by the following equation: WcPN= ; C (1) IC whereby the factor W ORN need not be taken as less 5 1./i1, than . For all other cases, Wc,,, = 1.0. Values for the Cm critical edge distance C0 must be taken from Table 3 or Table 4. 4.1.5 Requirements for Static Pullout Strength In Tension: The pullout strength of the anchor in cracked and uncracked concrete, where applicable, is given in Tables 3 and 4. In accordance with ACI 318 Section D.5.3.2, the nominal pullout strength in cracked concrete must be calculated according to the following equation: Npnrc = N01, 2,500 (lb. psi) (2) Npnrc = N01, JJ2 (N. MPa) In regions where analysis indicates no cracking in accordance with ACI 318 Section D.5.3.6, the nominal pullout strength in tension must be calculated according to the following equation: If: N011 = N0 ,,2500 (lb, psi) (3) Np,,1 = NPUI42(N. MPa) Where values for N04, or N0 ,,,, are not provided in Table 3 or Table 4, the pullout strength in tension need not be evaluated. The pullout strength in cracked concrete of the carbon steel KB-TZ installed in the soffit of sand lightweight or normal- weight concrete on steel deck floor and roof assemblies, as shown in Figure 5, is given in Table 3. In accordance with ACI 318 Section D.5.3.2, the nominal pullout strength in cracked concrete must be calculated according to Eq. (2), whereby the value of must be substituted for N011. The use of stainless steel KB-TZ anchors installed in the soffit of concrete on steel deck assemblies is beyond the scope of this report. In regions where analysis indicates no cracking in accordance with ACI 318 Section D.5.3.6, the nominal pullout strength in tension may be increased by WC,N as given in Table 3. Wc.p is 1.0 for all cases. Minimum anchor spacing along the flute for this condition must be the greater of 3.0h0, or 11/2 times the flute width. 4.1.6 Requirements for Static Steel Shear Capacity V1: In lieu of the value of V. as given in ACI 318 Section D.6.1.2(c), the values of V. given in Tables 3 and 4 of this report must be used. The shear strength VId as governed by steel failure of the KB-TZ installed in the soffit of structural sand lightweight or normal-weight concrete on steel deck floor and roof assemblies, as shown in Figure 5, is given in Table 3. 4.1.7 Requirements for Static Concrete Breakout Strength of Anchor in Shear, Vi,, or V1,0: Static concrete breakout strength shear capacity must be calculated in accordance with ACI 318 Section D.6.2 based on the values provided in Tables 3 and 4. The value of 1, used in ACI 318 Equation (D-24) must taken as no greater than h1. 4.1.8 Requirements for Static Concrete Pryout Strength of Anchor in Shear, Vi,, or V: Static concrete pryout strength shear capacity must be calculated in accordance with ACI 318 Section D.6.3, modified by using the value of k10 provided in Tables 3 and 4 of this report and the value of NIb or N as calculated in Section 4.1.3 of this report. For anchors installed in the soffit of structural sand lightweight or normal-weight concrete over profile steel deck floor and roof assemblies, as shown in Figure 5, calculation of the concrete pry-out strength in accordance with ACI 318 Section D.6.3 is not required. 4.1.9 Requirements for Minimum Member Thickness, Minimum Anchor Spacing and Minimum Edge Distance: In lieu of ACI 318 Section D.8.3, values of Cmbp and Smi,, as given in Tables 2 and 3 of this report must be used. In lieu of ACI 318 Section D.8.5, minimum member thicknesses hmin as given in Tables 3 and 4 of this report must be used. Additional combinations for minimum edge distance c,, ,and spacing Sm1,, may be derived by linear interpolation between the given boundary values. (See Figure 4.) The critical edge distance at corners must be minimum 4hz, in accordance with ACI 318 Section D.8.6. 4.1.10 Requirements for Seismic Design: For load combinations including earthquake, the design must be performed according to ACI 318 Section D.3.3 as modified by Section 1908.1.16 of the IBC, as follows: ACI 318 0.3.3. ICODE EQUIVALENT SEISMIC REGION DESIGNATION IBC and IRC Moderate or high Seismic Design Categories seismic risk C. D, E, and F Moderate or high Seismic Zones seismic risk 213, 3, and 4 The nominal steel strength and the nominal concrete breakout strength for anchors in tension, and the nominal concrete breakout strength and pryout strength for anchors in shear, must be calculated according to ACI 318 Sections D.5 and D.6, respectively, taking into account the corresponding values given in Tables 3 and 4. The anchors comply with ACI 318 D.1 as ductile steel elements and must be designed in accordance with ACI 318 Section D.3.3.4 or D.3.3.5. The nominal pullout strength N0 and the nominal steel strength for anchors in shear V,1 must be evaluated with the values given in Tables 3 and 4. The values of N0 ,,,,, must be adjusted for concrete strength as follows: Nprc = N,,.- 0 2,50D (lb. psi) (4) Npp,j,,1 = NPSIIS J2 (N, MPa) If no values for N0 or V8,, are given in Table 3 or Table 4, the static design strength values govern. (See Sections 4.1.5 and 4.1.6.) 4.1.11 Structural Sand Lightweight Concrete: When structural lightweight concrete is used, values determined in Page 3 of 14 ESR-1917 accordance with ACi 318 Appendix D and this report must be modified by a factor of 0.60. 4.1.12 Structural Sand Lightweight Concrete over Metal Deck: Use of structural sand lightweight concrete is allowed in accordance with values presented in Table 3 and installation details as show in Figure 5. 4.2 Allowable Stress Design: 4.2.1 General: Design resistances for use with allowable stress design load combinations calculated in accordance with Section 1605.3 of the IBC and Section 1612.3 of the UBC, must be established as follows: RAsD = Rd -i:- (5) where Rd = R represents the limiting design strength in tension ((tA') or shear (ØV) as calculated according to ACI 318 Sections D.4.1.1 and D.4.1.2 and Section 4.1 of this report. For load combinations including earthquake, the value Rd in Equation (5) must be multiplied by 0.75 in accordance with ACl 318 Section D.3.3.3. Limits on edge distance, anchor spacing and member thickness, as given in Tables 3 and 4 of this report, must apply. Allowable service loads for single anchors in tension and shear with no edge distance or spacing reduction are provided in Tables 6 through 9, for illustration. These values have been derived per Equation (5) using the appropriate strength reduction factors Øfrom Tables 3 and 4 and the a factors provided in Section 4.2 of this report. The value of a must be taken as follows: REFERENCE FOR STRENGTH REDUCTION FACTORS a Including Seismic Excluding Seismic ACi 318 Section D.4.4 1.1 1.4 ACi 318 Section D.4.5 1.2 1.55 4.2.2 Interaction: In lieu of ACi 318 D.7.1, D.7.2 and D.7.3, interaction must be calculated as follows: For shear loads V :; 0.2 the full allowable load in tension may be taken. For tension loads T !5 0.2 T.,..As,, the full allowable load in shear V,,,,0 may be taken. For all other cases: T V + s 1.2 (6) Tellow,ASO 4.3 installation: Installation parameters are provided in Table I and in Figure 2. The Hilti KB-TZ must be installed according to manufacturer's published instructions and this report. Anchors must be installed in holes drilled into the concrete using carbide-tipped masonry drill bits complying with ANSI B212.15-1994. The nominal drill bit diameter must be equal to that of the anchor. The drilled hole must exceed the depth of anchor embedment by at least one anchor diameter to permit over-driving of anchors and to provide a dust collection area as required. The anchor must be hammered into the predrilied hole until at least four threads are below the fixture surface. The nut must be tightened against the washer until the torque values specified in Table I are achieved. For installation in the soffit of concrete on steel deck assemblies, the hole diameter in the steel deck not exceed the diameter of the hole in the concrete by more than V. inch (3.2 mm). For member thickness and edge distance restrictions for installations into, the soffit of concrete on steel deck assemblies, see Figure 5. 4.4 Special Inspection: Special inspection is required, in accordance with Section 1704.13 of the IBC and Section 1701 .5.2 of the UBC. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete thickness, anchor embedment, and tightening torque. 5.0 CONDITIONS OF USE The Hilti KB-TZ anchors described in this report comply with the codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Anchor sizes, dimensions and minimum embedment depths are as set forth in this report. 5.2 The anchors must be installed in accordance with the manufacturer's published instructions and this report. in case of conflict, this report governs. 5.3 Anchors must be limited to use in cracked and uncracked normal-weight concrete and structural sand lightweight concrete having a specified compressive strength, f'., of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa), and cracked and uncracked normal-weight or structural sand lightweight concrete over metal deck having a minimum specified compressive strength, of 3,000 psi (20.7 MPa). 5.4 The values of f, used for calculation purposes must not exceed 8,000 psi (55.1 MPa). 5.5 Loads applied to the anchors must be adjusted in accordance with Section 1605.2 of the IBC and Sections1612.2 or 1909.2 of the UBC for strength design, and in accordance with Section 1605.3 of the IBC and Section 1612.3 of the UBC for allowable stress design. 5.6 Strength design values must be established in accordance with Section 4.1 of this report. 5.7 Allowable design values are established in accordance with Section 4.2. 5.8 Anchor spacing and edge distance as well as minimum member thickness must comply with Tables 3 and 4. 5.9 Prior to installation, calculations and details demonstrating compliance with this report must be submitted to the code official. The calculations and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.10 Since an [CC-ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 5.11 Anchors may be installed in regions of concrete where cracking has occurred or where analysis indicates cracking may occur (f, > f,), subject to the conditions of this report. 5.12 Anchors may be used to resist short-term loading due to wind or seismic forces, subject to the conditions of this report. 5.13 Where not otherwise prohibited in the code, KB-TZ anchors are permitted for use with fire-resistance-rated Page 4of 14 ESR-1917 construction provided that at least one of the following conditions is fulfilled: Anchors are used to resist wind or seismic forces only. Anchors that support a fire-resistance-rated envelope or a fire- resistance-rated membrane are protected by approved fire-resistance- rated materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards. Anchors are used to support nonstructural elements. 5.14 Use of zinc-coated carbon steel anchors is limited to dry, interior locations. 5.15 Special inspection must be provided in accordance with Section 4.4. 5.16 Anchors are manufactured by Hilti AG, in Schaan, Liechtenstein, under a quality control program with inspections by Underwriters Laboratories Inc. (AA-637). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Mechanical Anchors in Concrete Elements (AC193), dated January 2007 (ACI 355.2). 6.2 A quality control manual. 7.0 IDENTIFICATION The anchors are identified by packaging labeled with the manufacturer's name (Hilti, Inc.) and contact information, anchor name, anchor size, evaluation report number (ICC-ES ESR-1917), and the name of the inspection agency (Underwriters Laboratories Inc.). The anchors have the letters KB-TZ embossed on the anchor stud and four notches embossed into the anchor head, and these are visible after installation for verification. Page 5of14 ESR-1917 UNC thread mandrel dog point expansion lt—' setting assist washer—' hex nut element collar bo FIGURE 1—HILTI CARBON STEEL KWIK BOLT TZ (KB-TZ) TABLE 1—SETTING INFORMATION (CARBON STEEL AND STAINLESS STEEL ANCHORS) SETTING Nominal anchor diameter (in.) INFORMATION Symbol Units 3/8 112 518 3/4 In.. 0.375 0.5 0.625 0.75 Anchor O.D. d0 (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit diameter dii In. 318 112 518 314 Effective mm. In. 2 2 31/4 31/8 4 3•3/4 43/4 embedment h1, (mm) (51) (51) (83) (79) (102) (95) (121) In. 2-518 2-5/8 4 3-7/8 4-3/4 4-5/8 5-3/4 Mn. hole depth ho (mm) (67) (67) (102) (98) (121) (117) (i46) Mm. thickness of In. 1/4 3/4 1/4 318 3/4 1/8 15/8 fastened parr tin (mm) (6) (19) (6) (9) (19) (3) (41) ft-lb 25 40 60 110 Installation torque Tnt (Nm) (34) (54) . (81) (149) Min.ola.of hole in di, In. 7116 9/16 11(16 13116 fastened part (mm) (11.1) (14.3) (17.5) (20.6) Standard anchor In. 3 I I I 4-1/2 I I 5-1/2 I7 I 4-3/4 I 6 8-1/2 10 5-1/2 I 8 10 lengths fun (76) I (95) i I (127) (95) I (114) I I (140) (178) (121) (152) I I (216) (254) (140) I I (203) I I (254) Threaded length In. 7/8 I 1-5/8 I 2-7(8 1-5/8 I 2-3(8 I 3-3(8 47/8 1412 2-314 5-1(4 6-3(4 1-1(2 (id. dog point) tI1ued (mm) (22) I (41) (73) (41) (60) I I () I (124) (38) (7) () (171) (38) (102) I (152) In. 2-1/8 2-1/8 3-1/4 4 Unthreaded length (mm) (54) . (54) (83) (102) 1The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is required, increase the anchor embedment to suit. Page 6 of 14 ESR-191 7 tthread (unthr h0 FIGURE 2—KB-TZ INSTALLED TABLE 2—LENGTH IDENTIFICATION SYSTEM (CARBON STEEL AND STAINLESS STEEL ANCHORS) Length ID marking on A B C 0 E F G H I J K L M N 0 p Q R S I U V W bolt head Length ofFrom 1A22Y33h44h55h66Y2773488Y199'h1O1112131415 anchor, far4h not Uptobut (inches) 22%3 3'h44'h5 51h66.47 71h8 8%99Y2101112 13 14 15 16 including FIGURE 3-13OLT HEAD WITH LENGTH IDENTIFICATION CODE AND KB-TZ HEAD NOTCH EMBOSSMENT Page 7 of 14 ESR-1917 TARI F I81flOIlATIflhI rADrM eTccI vDr7 DESIGN INFORMATION Symbol Units Nominal anchor diameter 318 1/2 5/8 314 AnchorO.D. d, In. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1 Effective mm. embedment' hot In. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 (mm) 1 j511 j51_ _ J83J .2 (102) (95) jjjj Mm. member thickness2 h,,, In. 4 5 4 6 6 8 5 6 I 8 6 I 8 8 (mm) jfl fj j) (j Qfl (152) I (203) (152) I (203) Critical edge distance In. 4-3/8 4 5-1/2 4-1/2 7-1/2 6 6-1/2 8-3/4 J 6-3/4 10 I 8 9 (mm) jjj jQ .fi2)_ (j Q!II Jj (222)1(171) (254) 1(203) In. 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 4-3/4 4-1/8 Mm. edge distance Cmjn (mm) 1 (64) (70) (60) iL (83) (121) 11L for sa In. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 8-7/8 (mm) (127) (146) (146) (149) (267) S,rà, In. 2-1/2 2-3/4 2-3/8 3-1/2 3 5 4 Mm. anchor spacing (mm) (64) (70) (60) 1L (76) (127) .112L for ca In. 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 7-3/4 (mm) (92) (105) (89) il?fl (10 8) (241) (iZ) Mm. hole depth in concrete h, In. 2-5/8 2-5/8 4 3-7/8 4-3/4 4-5/8 5-3/4 (mm) 1 (67) (67) (102) j (121) (117) 1 iiL Mm. specified yield strength fy lb/in' 100,000 84,800 84,800 84,800 (N/mm) (690) (585) (585) (585) Mm. specified ult. strength ' lb/in' 125,000 106.000 106,000 106,000 (Nlmm2) (862) (731) (731) (731) Effective tensile stress area A5, Irv, 0.052 0.101 0.162 0.237 (2 mm ) (33.6) (65.0) (104.6) (152.8) Steel strength in tension N lb 6,500 10,705 17,170 25.120 (kN) (28.9) (47.6) (76.4) (111.8) Steel strength in shear V. lb 3,595 6,405 10,555 15,930 (kN) (16.0) (28.5) (47.0) (70.9) Steel strength in shear, vlaw lb 2,255 6,405 10,555 14,245 seismic3 (kN) (10.0) (28.5) (47.0) (63.4 Steel strength in shear, V, lb 2130 3,000 4,945 4,600 6,040 NP NP concrete on metal deck4 (kN) (9.5) (13.3) (22) Q) (26.9) Pullout strength uncracked N,35,, lb 2,515 NA 5,515 NA 9,145 8,280 10,680 concrete5 (kN) (11.2) (24.5) (40.7) (36.8) (475) Pullout strength cracked lb 2,270 NA 41915 NA NA NA NA concrete (kN) (kN) (10.1) (21.9) Pullout strength concrete on lb 1,460 1,460 2,620 2,000 4,645 NP NP metal deck' (kN) (6.5) (6.5) (11.7) j (20.7) Anchor category1 1 Effectiveness factor kur, uncracked concrete 24 Effectiveness factor k3, cracked concretes 17 43C.N= k,,,c/k{T° 1.41 Coefficient for pryout strength, k,., 1.0 2.0 Strength reduction factor 9$ for tension, steel failure mode&° 0.75 Strength reduction factor 9$ for shear, steel failure modes" 0.65 Strength reduction 9$ factor for tension, concrete failure modes or pullout, Condition B11 0.65 Strength reduction 9$ factor for shear, concrete failure modes, Condition B11 0.70 For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N, 1 psi = 0.006895 We For pound-inch units: 1 mm = 0.03937 inches. 'See Fig. 2. 2For structural light-weight concrete over metal deck, see Figure S. 3See Section 4.1.10 of this report. 4See Section 4.1.6. NP (not permitted) denotes that the condition is not supported by this report. 5See Section 4.1.5 of this report. NA (not applicable) denotes that this value does not control for design. 'See Section 4.1.5 of this report. NP (not permitted) denotes that the condition is not supported by this report. Values are for cracked concrete. Values are applicable to both static and seismic load combinations. "See ACI 318-05 Section D.4.4. 'See ACI 318-05 Section D.5.2.2. 'See ACI 318-05 Section D.5.2.6. "The KB-TZ is ductile steel element as defined by ACI 318 Section D.1. "For use with the load combinations of ACI 318 Section 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 Is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. Page 8of14 ESR4917 TADI C A_lWeIIJ 1LI ... . -- ________________________________ -- ---- - ---.-.- ..-. . .....-.. •w., - I WI 1. flW IL. DESIGN INFORMATION Symbol Units ________ Nominal anchor diameter 318 112 518 314 _______ Anchor O.D. d0 in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) ffective mm. embedment' hd in. 2 2 3-1/4 7 4 3-3/4 4-3/4 (mm) _j1L . (51) _J83L_ (102) (95) (121) Mn. member thickness h,3,3 in.5 4 I 6 (102)1 (152), 6 8 5 6 I 8 6 I 8 8 _______________________ ________ (mm) t12 (152) fQ jfl (152) I (203) (152) I (203) (203) Critical edge cac in. 4-3i8 3-7/8 5-1/2 1 4-1/2 7-1/2 6 7 8-7/8 I 6 10 7 9 (mm) fljjj (140) (114) jj,fl fj.. 7 111 (225) I (152) (254) I (178) (229) cnn in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 Mm. edge distance (mm) (64) (73) (54) .1L (60) (108) (102) for s2: in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (1 3) Q (140) (254) (216) • • Smin in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 Min. anchor Spacing (mm) 1 (57) (73) (51) 9L (60) (127) (102) for c2: in. 3-1/2 4-1/2 3-1I4 4-1I8 4-1/4 9-1/2 7 ______________________ _______• (mm) (89) (114) 1 (83) Lj (108) (241) (178) Mm. hole depth in concrete h0 in. 2-5/8 2-5/8 1 4 3-7/8 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (121) (117) (146) Mm. specified yield strength i' lb/in' 92,000 92,000 92,000 76,125 (Nlmm) (634) (634) (634) (525) Mi specified ult. Strength lb/in' 115,000 115,000 115,000 101,500 (N/mm2) (7 3) (793) (793) (700) Effective tensile stress area A in 0.052 0.101 0.162 0.237 (mm2) (33.6) (65.0) (104.6) (152.8) Steel strength in tension No lb 5,968 11,554 17,880 24,055 (kN) (26.6) (51.7) - (82.9) (107.0) Steel strength in shear V3 lb 4,870 6,880 11,835 20,050 (kN) 1 (21.7) (30.6) (52.6) (89.2) Pullout strength in tension, seismi c2 N 3,3 lb NA 2,735 NA NA NA (kN) (12.2) Steel strength in shear, lb 2,825 6,880 11,835 14,615 seismic2 V53'3 (kN) (12.6) (30.6) (52.6) (65.0) Pullout strength uncracked lb %.NA 2,630 5,760 NA NA 12,040 concrete (kN) (11.7) (25.6) (53.6) Pullout strength cracked lb 2,340 3,180 5,840 8,110 concrete Na,,, NA 7NA NA (kN) (10.4) (14.1) (26.0) (36.1) Anchor category4 Effectiveness factor k,,, uncracked concrete 24 Effectiveness factor k,cracked concrete 17 24 17 I 17 I 17 24 I 17 413C.N = kwwn/kci'8 1.41 I 1.00 I 1.41 I 1.41 I 1.41 I 1.00 I 1.41 Strength reduction factor gS for tension, steel failure modes' 0.75 Strength reduction factor (/$ for shear, steel failure modes' 0.65 Strength reduction q$ factor for tension, concrete failure modes, Condition 138 0.65 Coefficient for pryout strength, kp 1.0 2.0 Strength reduction 0 factor for shear, concrete failure modes, Condition Be 0.70 For SI: 1 inch = 25.4 mm, 1 Ib? 4.45 N. 1 psi = 0.008895 MPa For pound-inch units: 1 mm 0.03937 inches 'See Fig. 2. 2See Section 4.1.10 of this report. NA (not applicable) denotes that this value does not control for design. 3See Section 4.1.5 of this report. NA (not applicable) denotes that this value does not control for design. 4See ACI 318-05 Section D.4.4. 5See ACI 318-05 Section D.5.2.2. 6See ACI 318-05 Section D.5.2.6. 7The KB-TZ is a ductile steel element as defined by ACI 318 Section D.1. 8For use with the load combinations of ACI 318-05 Section 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. Page 9 of 14 ESR4917 $desn Cd,n . 3 Ihmin I CL cmin atSk - sd:gfl - h a hm,, I I I I Cdjgn edge distance c FIGURE 4-INTERPOLATION OF MINIMUM EDGE DISTANCE AND ANCHOR SPACING TABLE 5-MEAN AXIAL STIFFNESS VALUES P FOR KB-TZ CARBON AND STAINLESS STEEL ANCHORS IN NORMAL-WEIGHT CONCRETE (103o0unds/in.)1 Concrete condition carbon steel KB-TZ, all diameters stainless steel KB-TZ, all diameters uncracked concrete 700 120 cracked concrete 500 90 'Mean values shown, actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. TABLE 6-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION (ASD), NORMAL-WEIGHT UNCRACKED CONCRETE, CONDITION B (pounds)' .2.3 Nominal Anchor Depth Diameter (in.) mbd1nent Concrete Compressive Strength2 fc = 2,500 psi fc = 3.000 psi fc = 4,000 psi ft = 6,000 psi Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 3/8 2 1,168 1,221 -1,279 1,338 1,477 1,545 1,809 1,892 2 1,576 1,576 1,726 1,726 1,993 1,993 2,441 2,441 1/2 31/4 2,561 2,674 2,805 2,930 3,239 3,383 3,967 1 4,143 5/8 31/8 3,078 3,078 3,372 3,372 3,893 3,893 4,768 41768 4 4,246 4,457 4,651 4,883 5,371 5,638 6,578 6,905 3/4 33/4 3,844 4,046 4,211 4,432 4,863 5,118 5,956 6,268 43/4 4,959 5,590 5,432 6,124 6,272 1 7,071 7,682 8,660 For SI: 1 Ibf = 4.45 N, 1 psi = 0.00689 MPa For pound-inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACl 318-05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) of this report is required. 2Values are for normal weight concrete. For sand-lightweight concrete; multiply values by 0.60. 3Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. Page 10 of 14 ESR4917 TABLE 7-KB-Ti CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION (ASD), NORMAL-WEIGHT CRACKED CONCRETE, CONDITION B (pounds)' A3 Nominal Anchor iameter Embedment Depth het (in.) ____________________ Concrete Compressive Strength? fc = 2,500 psi fc = 3,000 PSI fc = 4,000 PSI fc = 6,000 PSI Carbon steel Stainless Steel Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 3/8 2 1,054 1,086 1,155 1,190 1,333 1,374 1,633 1,683 .1/2 2 1,116 1,476 1,223 1,617 1,412 1,868 1,729 2,287 31/4 2,282 2,312 2,500 2,533 2,886 2,925 3,535. 3,582 . 5/8 31/8 2,180 2,180 2,388 . 2,388 2,758 2,758 3,377 3,377 4 3,157 2,711 3,458 2,970 3,994 3,430 4,891 4,201 3/4 33/4 2,866 3,765 3,139 4,125 3,625 4,763 4,440 5,833 43/4 4,085 4,085 4,475 4,475 5,168 5,168 6,329 6,329 ror & 1 IDT = 4.4b N, 1 psi = u.uubu mia For pounti-incn units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACl 318-05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) is required. 2Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.60. 'Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 8-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC SHEAR LOAD (ASD), (pounds)1 Nominal Anchor Diameter Allowable Steel Capacity, Static Shear Carbon Steel Stainless Steel 3/8 1,669 2,661 1/2 2,974 3,194 5/8 4,901 51495 3/4 7,396 . 9.309 For Sl:1 lbf=4.45N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. Page 11 of 14 ESR4917 TABLE 9-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION (ASD), NORMAL-WEIGHT CRACKED CONCRETE, CONDITION B (pounds)' 2,3 Nominal Diameter Embedment Depth h4f (in.) fc = 2,500 Concrete Compressive Strength2 Anchor psi fc = 3,000 psi fc = 4,000 psi fc = 6,000 psi Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 3/8 2 1,006 1,037 1,102 1,136 1,273 1,312. 1,559 1,607 2 1,065 1,212 1167 1,328 1,348 1,533 1,651 1,878 1/2 31/4 2,178 2,207 2,386 2,418 2,755 2,792 3,375 1 3,419 31/8 2,081 2,081 2,280 2,280 2,632 2,632 3,224 3,224 5/8 4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010 33/4 2,736 3,594 2,997 3,937 3,460 4,546 4,238 5,568 43/4 3,900 3,900 4,272 4,272 4,933 4,933 6,042 6,042 For St I lbf = 4.45 N, 1 psi = 0.00689 MPa For pound-inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318-05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) is required. 2Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.60. 3Condition B applies where supplementary reinforcement in conformance with ACI 318-05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 10-KB-TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC SHEAR LOAD (ASD), (pounds)1 Nominal Anchor Diameter Allowable Steel Capacity, Seismic Shear Carbon Steel Stainless Steel 3/8 999 1,252 1/2 2,839 3,049 518 4,678 5,245 3/4 6,313 6,477 For Sl:llbt=4.45N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. Page 12of14 ESR1917 TABLE 11—KB-TZ CARBON STEEL ALLOWABLE TENSION AND SHEAR LOADS (ASD), INSTALLED INTO THE UNDERSIDE OF A STRUCTURAL SAND LIGHTWEIGHT CONCRETE OVER METAL DECK SLAB (pounds)' .2,3 NOMINAL ANCHOR DIAMETER EMBEDMENT DEPTH, her TENSION SEISMIC4 (inches) TENSION NONSEISMIC5 SHEAR SEISMIC4 SHEAR NONSEISMIC5 3/8 2 709 743 944 989 1/2 - 2 709 743 1,330 1,393 112 3-114 1,272 1,333 2,192 2,296 5/8 3-1/8 971 1,017 2,039 2,136 5/8 4 2,255 2,362 2,677 2,804 For SI: 1 plf = 4.45 N, I inch=25.4 mm. 'Pullout strength values Np,deck are for anchors installed in structural sand lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation. See Table 3. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strengths may be adjusted for other lightweight concrete compressive strengths in accordance with Section 4.1.5 using the following reduction equation: Np.deci.tc = Np.dec f7 (lb, psi)* 2,500 Np,deac,rc = Np.d f7T (N, MPa)* 17.2 *This equation can be used for structural sand lightweight concrete compressive strengths between 2,500 psi and 4,000 psi (17 MPa and 28 MPa). 2Minimum anchor spacing along the flute shall bethe greater of 3.0her or 1.5 times the flute width in accordance with Section 4.1.4. 3Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction. See Figure 5. 4Allowable seismic tension and shear loads are calculated by multiplying Np.deck and Vsdwk by the strength reduction 0 factor of 0.65, the seismic reduction 0 factor of 0.75 according to ACI 318 133.3.3, and the dividing by an a of 1.1 in accordance with Section 4.2.1. 'Allowable nonseismic tension and shear loads arecalculated by multiplying Np.dwk and Vs,deck by the strength reduction 0 factor of 0.65 and dividing by an a of 1.4 in accordance with Section 4.2.1. Allowable nonseismic toads are calculated assuming the lightweight concrete over metal deck is cracked. LOWER FLUTE (RIDGE) MIN. 12"TYP. OFFSET, TYP. MIN. 20 GAUGE STEEL W-DECK U)() IL Page13of14 ESR1917 FIGURE 5—INSTALLATION IN THE SOFFIT OF CONCRETE OVER METAL DECK FLOOR AND ROOF ASSEMBLIES Page 14 of 14 ESR-1917 2-1/2-in. KB-TZ A A AN anchors under static t 1.5he tension load as shown. -.-. - •.. •.. Normal wt. concrete, 3,000 psi Condition No supplementary reinforcing. Jj 6 - B per ACI 318 D.4.4 c) Calculate the allowable tension load 1 for j _ this con figuration. 1.5/Pet 11.5/Pet c = 4 A-A Calculation per ACI 318-02 Appendix D and this report. Code Ref. Report Ref. Step 1. Calculate steel capacity: ON, = 0nAj,, = 0.75 x 2 x 0.101 x 106,000 =16,059 lb 0.5.1.2 Check whether fut is not greater than 1.9f3 and 125.000 psi. 0.4.4 a) Table 3 Step 3. Calculate concrete breakout strength of anchor in tension: ANC 'icbg = Wec,N Wed,N Wc,N Wcp,N Nb § D.5.2.1 § 4.1.42 4.1.23 "NCO Step 3a. Verify minimum member thickness, spacing and edge distance: A D.8 Table 3 hmjn = 6 in. 6 in. .. ok smin 2.375, 5.75 Fig. 34 2.375-5.75 slope = = -3.0 3.5-2.375 For c,,.,,, = 4in 2.375 controls ________ 3.5,2.375 S,,,,,,= 5.75- [(2.375 - 4.0)(-3.0)] = 0.875 < 2.375in < 6in :. ok 0.875 Step 3b. For AN check 1.5h,, =1.5(3.25) = 4.88 in> C 3.0h,, = 3(3.25) = 9.75 in> D.5.2.1 Table 3 Step 3c. Calculate ANO and AN for the anchorage: A,,, = 9h = 9 x (3.25)2 = 95.1in2 D.5.2.1 Table 3 A,, = (1.5??,, + c)(3h,, + s) = [1.5 x(3.25)+4][3 x(3.25)+ 6] = 139.8in2 <2. A. .. ok Step 3d. Determine wec /t: eN = 0.. Wec,N =I -0 D.5.2.4 - Step 3e. Calculate Nb: Nb = .Ji h0, = 17 x 43,000 x 3.25' = 5,456 lb 0.5.2.2 Table 3 Step 3f. Calculate modification factor for edge distance: §vedN = 0.7 +0.3I5(25) = 0.95 0.5.2.5 Table 3 Step 3g. Wc,N =1.41 (uncracked concrete) 0.5.2.6 Table 3 Step 3h. Calculate modification factor for splitting: Y'cpN = ma 1.5h1 check: ?= 0.53;_525) = 0.65 7.5 - §4.1.23 I.She . 0.65>0.53:. ____L controls Table 3 cac Step 31. Calculate (Mcbg 0.65 x 139.8 x 1.00 x 0.95 x 1.41 x 5,456 x 0.65 = 4,539 lb D.5.2.1 § 4.1.42 95.1 D.4.4 C) Table 3 Step 4. Check pullout strength: Per Table 3, 'PnN,,,,.ft = 0.65x2x5,515 lb = 7,852 lb >4539 .. OK D.5.3.2 § 4.1.35 )2,500 • D.4.4 c) Table 3 Step 5. Controlling strength: 4)Ncbg = 4,539 lb < ønN,,,, < øN:. 4)Ncbg controls D.4.1.2 Table 3 Step 6. Convert value to ASD: T0110 = 3,242 lb. - § 4.2 1.4 FIGURE 6-EXAMPLE CALCULATION Fig. 828 Fig. 828 - Universal Sway Brace Attachment to Steel Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to /8" (22.2mm) thick steel structure. For thicknesses less than /8" (9.4mm) refer to Fig. 825 and Fig. 825A. Material: Steel Function: To attach sway bracing to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 53. Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a Cooper B-LineIrOLCO transitional attachment, "bracing pipe" and a Cooper B-Line/TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting (Fig. 980, 910, 909, or any other Cooper B-Line/TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Galvanized Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942 Canada Patent #2,286,659 Patent Pending ®TDLCO' C® US LISTED Cone Point 0 Set Bolts A Set Bolts rb Included Cone Point Set Bolt B I UL Horizontal Design Load I 2015 Ibs, (8.96kN) Maximum Design Load Along Beam 2015 lbs. (8.96kN) ------------ Beam, truss, or girder Fig. 828 0 Shown with y May pivot in any Fig. 980 direction ----------------------- ----------------------- Beam, truss, or girder Shown with Fig. 980 Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line 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 1W 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 HOG 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. Component of State of California OSHPD Approved Seismic Restraints System Maximum Design Load 1" thru 4" pipe size - 2015 lbs. 6" size - 1265 lbs. 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 NOT 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. OFFICEIMAWUFACTIJRINC FACILITY • 1315 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 4A - Pipe Clamp for Sway Bracing Size Range - 4" thru 8" pipe. For sizes smaller than 4" use TOLCOTM 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 Component of State of California OSHPD Approved ,® Seismic Restraints System la 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 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 NOT 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./100 4 8½ 9/16 33A 3Yie 1/2 2015 221 5 9Y4 9/16 37A 43A 1/2 2015 253 6 11½ 5/8. 5 51A 1/2 2015 513 8 131/4 3/4 61Y16 6½ 1/2 2015 601 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92819 • PH: 951.737.5599 • FAX: 951.731.0330 CUSTOMER SERVICE •800.786.5266 . - www.tolco.com Fig. 980 - Universal Swivel Sway Brace Attachment c®usLISTED Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural Component of State of California OSHPD Approved steel up to 1/4" thick. Seismic Restraints System 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 assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 413 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 2 Dimensions Weights Max. Design Approx. A B H* Load Lbs. Wt./1100 5¼ 1/8 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 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 NOT 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 1315 SAMPSON AVE. CORONA, CA 92879• PH: 951.731.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.186.5266•. - . www.tolco.com (OPOTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL, ULCand CSFM Listed, FMand LPCBApproved,NYMEA Accepted, CE Marked 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. Service Pressure: Up to 450 PSI (31 BAR) Minimum FlowRateforAlarm: IO GPM (38 LPM) Maximum Surge: I8 FPS (5,5m/s) ContactRatings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 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. NEMA4/IP54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40017/1 200F, 4,50C/490C 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-1 3 One or two family dwelling NFPA-1 30 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 • www.pottersignal.com PRINTED IN USA MKT. #8800001 - REV W PAGE 1 OF 2 MFG. #5400761 - 7/02 Page 72 FIG.2 DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT.-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 B 20-40 C 35-55 0 50-70 C 60-90 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 W. TA RJcTAI I AWl I HAl F Ac IMnIrArcn. PIPE SIZE HOLE SIZE to 2 1/2" 1 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 NO NC (wHT) (RED) (BUN) 1S111-i DWG. #761-30 ® POTTER The Symbol of Protection VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL 00 10 00 ERIC. 1023-3 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. 3 TYPICAL ELECTRICAL CONNECTIONS 2 WIN Of NORMALLY OPEN CONTACTS LOLA FROM I __ CLOSE ON ALARM ON flat IC IC C IC C UK M In POATNE NC _J 1_. THE NC AND NO NAANNOS OR INN AC ON THE SWITCH ARE FOR AN ALARM ORFONTOIL NECNISE DC TIlE CONTACTS ARE REVERSED OR NEUTNIL AC NEN THE OEwCE IT IN N 1741-2 THE NORMAL COIIDTOFL 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). FIG.4 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center. OWE. 76l-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 PAGE 2 OF 2 MFG. #5400761 - 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 MODELNO. STOCKNO. cu NT TYPICAL dB AT1OFT. (3m) (2) MINIMUM dB AT1OFT. (3m) (1) 6(150) 12VDC PBD126 1706012 .12A 85 76 8(200) 12VDC PBD128 1708012 .12A 90 77 10(250) 12VDC PBD1210 1710012 .12A 92 78 6(150) 24VDC PBD246 1706024 .06A 87 77 8 (200) 24VDC PBD248 1708024 .06A 91 79 10(250) 24VDC PBD2410 1710024 .06A 94 80 6 (150) 24VAC PBA246 1806024 .17A 91 78 8 (200) 24VAC PBA248 1808024 .17A 94 77 10 (250) 24VAC PBA2410 1810024 .17A 94 78 6(150) 120VAC PBA1206 1806120 .05A 92 83 8(200) 120VAC PBA1208 1808120 .05A 99 84 10 (250) 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 BurgiarAlarm 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 -5105 Page 74 BELLS ®POTTER The Symbol of Protection DIMENSIONS INCHES (mm) FIG. I BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HASONETHREADED 1/2"CONDUITENTRANCE -V-.,10, 5 3/4w C) (146) __ VIT LI (150) L__J -RV -11 5/8 (41) I- 2 11/16 DWG. 9776-I (68) DWG. 9776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (IN) RED (OUT) WHITE (IN) WHITE (CUT) OR END-OF-UNE OR OR FROM CONTROL PANEL NEXT BELL FROM CONTROL PANEL PRECEDING BELL RESISTOR PRECEDING BELL BLACK (ou1 BLACK _________ BLACK (IN) BLACK (OUT) ca WHEN ELECTRICAl. SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: 1, OBSERVE POLARITY TO RING D.C. BELLS. 2 RED WIRES POSITIVE (+) 3. BLACK WIRES NEGATIVE C-) CAUTION WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: I. WHEN USING A.C. BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL- 2. END-OF-UNE RESISTOR IS NOT REOUIRED 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. Remove the gong. 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 - REV S PAGE 2 OF 2 MFG. #5400776 - 5/05 Page 75 i :k'ii:IA! Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 . 74 Product Technical Description 91 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 W'.or 3/4" 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 7W' long x 2W' deep 6 head - 5" high x 14" long x 3W deep 12 head - 5" high x 14,4" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. l2 head -4lbs. 3jr 6 & 12 Head Sprinkler Head Cabinet Page 76 No. 28.6.0 INTUMESCENT SEALANT PHYSICAL PROPERTIES - Properties Series LCI Color Red Odor Mild Latex Density 9.0 lb/gal (1.08 lil) pH 9.0 In Service Temperature :a 130F (54°C) Flame Spread 0° Smoke Developed 51 SIC Rating 62 (ASTM E9D!ASTM C919) VOC Content O.29bsal (35.09A.) (EPA Method 24IASTM D3960) Shelf Life 2 yrs Volume Expansion lOX Free Expansion Storage Temp. ~c130°F (54°C) TestedtoASlME84 (IJL?23)al 14%ourfge(imedtetfor oe1t1saodu5s) APPLICATIONS PRODUCT DESCRIPTION SpecSeal® LCI Sealant has a broad application SpecSeal® LCI Sealant is a versatile and economical intumescent product intended for firestopping a base designed to seal a wide variety of common wide array of applications in small commercial or grouped residential construction and other structures penetrations in light commercial and grouped with similar applications. SpecSeal® LCI Sealant is available in a single grade that has excellent caulk- residential construction. Penetrant types include ing properties as well as high build properties on vertical or overhead surfaces. This single grade may be insulated and non-insulated metallic pipes and caulked (standard cartridge or bulk loaded), knifed or troweled. In addition, SpecSeal® LCI Sealant does tubes, non-metallic pipes and tubes, and common not contain PCB's or asbestos. electrical service and power distribution, telephone, SpecSeal® LCI Sealant is storage stable (when stored according to the manufacturer's recommenda- data, and TV cabling. This product is also used in tions), and will not separate or shrink when dried. SpecSeal® Series LCI Sealant will adhere to all corn- conjunction with other SpecSeal® Products such mon construction and penetrant materials and contains no solvents that might adversely effect plastic as SpecSeal® Firestop Collars and Wrap Strips to pipes or cable jackets. protect larger plastic pipes. I FEATURES I See Table A for a summary application list. Economical: High performance without the high price! Highly Intumescent: Expands up to 8 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 Safe ... 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 (UL1479) and ASTM E1966 (UL2079) as well as to the time-temperature requirements of ASTM El 19 (1.11-263). LCI provides up to a 2-hour fire 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 (1.11-723). SpecSeal® LCI Sealant is also acoustically tested, demonstrating excellent sound attenuation properties. ipd= BM =J/cZO SYSTEM COMPATIBLE FILL, VOID OR CAVITY MATERIALS FOR USE IN JOINT SYSTEMS AND THROUGH-PENETRATION FIRESIOP I cUs SYSTEMS. SEE UL DIRECTORY OF PRODUCTS CERTIFIED @UL FOR CANADA AND UL FIRE RESISTANCE DIRECTORY. I APPROVED 3173 I 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 (1.11-723). 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 29 STI. Technical Service 1-800-992-1180 STI Product Data Sheet • Series 1(1 Intumescent Sealant • FOD.5062 06/2007 www.stifirestop.com I Fig 1: METALLIC PIPES- Concrete/Masonry Floors & Walls I Fig 2: INSULATED METALLIC PIPES- Concrete/Masonry floors & Walls I Steel C b Slee ve LCl Sealant Metallic Pipe -' Metallic Pipe f ,., seaiant LCl LCI Sealant J1IIIIIIIIII1" Wool ral Win 61 Lcl Sealant Steel Concrete Floor Concrete (Both Sides) Heave \ \...,,, Steel \\ Sleeve Floor ____ Mineral • __________ __________ d __________ ") +: ij Wool Mineral d Wool Concrete Pipe Concrete Wall Insulated Wall Assembly Metallic Pipe UL System No. C-AJ-1353 UL System No. W-J-1098 UL System No. C-AJ-5138 F Rating: 3 Fir T Rating: Oi+ F Rating. 2HrT Rating: 1/4,3I4&1Hr F Rating: 2 Fir •T Rating: 3I4or1Hr Steel or Iron Pipe: c12", Copper Pipe: <4" Sled or IranPoe: .c8", Copper Poe: <4" Steel or Iran Pipe: 6", Copper Pipe, 4' Annulus: 0" to 2" Annulus: o" 102" PeCoveiing: MaL 26 erassorrT1inera)wod pipe insulation. Sealant Depth: 1/4" Sealant Depth: 5/8" Mntius 1/4" to 1-59 Sealant 12' Matedd: Nam 4tnirerd wool (2 1/47 Depth) Fominif Nam 4 poll flifleralwool (3" depth) 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 Trade Pipe size O.D. 0.5" 0.840 0.3 0.6 1.6 3.0 4.8 6.9 9.5 12.4 19.5 28.1 38.3 132.6 tT MiApiyby2 ST MLIUPIytI25 r MdVplyty4 Msiuiplyby5 1" 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 1.5" 1.900 1.1 2.4 4.2 6.4 8.9 11.9 18.9 27.6 37.8 132.0 2' 2.376 0.7 2.0 3.8 6.0 8.5 11.5 18.5 27.2 37.4 131.6 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 ftl. . 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 This table is for estimation purposes only. Consult UL Fire Resistance Directory orSTi Product &Application Guide for spedlic installation requiremenisindflmitàbons Fig. 3: ELECTRICAL, DATA OR COMMUNICATIONS - Gypsum Walls Cable LCI I Sealant Sealant Bundle (Both Sides) Non -Metallic (Both Sides) Conduit j.. Gypsum Wallboard 11 Gypsum Gy Assembly Wallboard Assembly UL System No. W-L-3169 Up to 4-112-cable bundle UL System No. W-L-2241 F Rating: 1, A 2 Hr.lRating:'and3A F Rating: 1,2 Hr•T Rating: 0, 1/4,11, 1-3/4 <2-Rigid PVC or ENMT CPVC, ABS Annulus: O"to Ys"• Sealant 5/8" Annulus: 0-1.. Sealant 5/8" TABLE A: APPUCA11ONS 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 firestopping package for electrical, plumbing, HVAC, telephone, and television. 2 SI! Product Data Sheet • Series ICI Intumescent Sealant • FOD-5062 06/2007 Technical Service 1-800-992-1180 29 www.stifirestop.com STIE. - 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 firestop 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 batts 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. LI Wood Floor f,_J Sealant Assembly LCI Wood Floor Sealant 'LJIIIi Assembly UL System No. F-C4074 UL System No. F-C-5043 F Rating: 1 & 2 Hr • I Rating: 1/4, and 1 Hr F Rating: 1 & 2 Hr • I Rating: 34 and 1 Hr Steel, Iron or Copper: 4" • Chase wall optional. Steel, Iron or Copper: 4" - Annulus: 0-to 1"• Sealant: 5/8" bottom, Wtop Pipe covering: 1" Fiber Glass, Mineral fiber or AB/PVC • Chase wall optional. Annulus: 0t0 1 -- Sealant: 5/8" bottom, 3/4-top. 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. Vaations 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. I Fig. 4: BARE & INSULATED METALLIC PIPES - Wood Floor Assemblies I Metallic Insulated Sealant Metallic Pipe Pipe -41 LCI Sealant Fig. 5: BARE & INSULATED METALLIC PIPES - Gypsum Walls 1, Metallic Sides) J LCI Sealant Insulated LCI Sealant Pipe [14oth Metallic (Both Sides) Pipe LCI S Sealant Side Gyp Gypsum WAssembly (Both AC Line Set sum Wallboard Wallboard Assembly Assembly III %UJ UL System No. W-L-1222 UL System Nos. W-L-5121, W-L-5122 UL System No. W-L-8025 F Rating: 1,2 Hr.I Rating: '%Hr F Rating: 1,2 Hr•l Rating: '%,3/4, 1 Hr F Rating: 1.2Hr•IRating: 1 Hr& 1/4 Hr 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 2'• Sealant: 5/8 Pipe covering: Max. 2fiber glass, one with 3/4-AB/PVC and thermostat wire 1/4-AB/PVC or 2 mineral fiber -to Annulus: 01"' Sealant 5/8" Annulus: 0-to 1-1/2". Sealant: 5/8" Technical Service 1800992.1180 STI Product Data Sheet'-'Series LCI Intumescent Sealant • FOD-5062 06/2007 3 STI. www.stitirestop.com CAT. NO. DESCRIPTION LCI300 Sealant 10.1 oz Tube 18.2 Cu In (300 ml) LC1305 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) AddflionalSpecSea!Pivthids_ 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 tirestop 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 www.stifirestop.com. 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. Seiles SSS Sealant The industry's most versatile sealant provides the firestopping solutions for a wide range of combustible and noncombustible applications. Water-based intumescent sealant expands up to 8X! Inttauescent Wrap Strips Three grades of inturnescent 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 & LcC flrestapCollals Easy to install, economical protection for ABS and PVC pipes (both solid and foam core) as well as CPVC, PVDF, and FRPP. LCC Collars are available up to 4" and SSG Collars are avail- able up to 6" trade size. Firestop Mortar Lightweight, versatile and economical! The best choice for large or complex installations. SSP Firestop Putty Available both in bar form and in pads, putty provides easy retrofit for through-penetrations and economical protection for electrical boxes. Pensli® Silicones Sealants and foam for through-penetrations and construction joints. unexcelled aging charac- teristics and flexibility. Elastomeric Joint Seals New economical products for sealing construction joints. Choose caulk or spray applied products tested to UL2079. CITY OF NEW YORK MEA 211-01-M IMPORTANT NOTICE: Al statements, technical informathn, 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 in its goods (within one year), Specified Technologies Inc., upon prompt notification, will at its option, exchange or repair the goods or refund the purchase pce. 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. mol Specified Technologies Inc. 200 Evans Way. Somerville, NJ 08876 j Toil Free: 800-992-1180" F: 908.526.9623 STI Product Data Sheet • Series ICI Intumescent Sealant • FO0-5062 06/2007 Technical Service 1-800-992-1180 www.stitirestop.com a STI. Guide XHEZ (W-L-1222 - B Card) Through-Penetration Firestop Systems (Cont'd from W-L-1222 - A Card) System No. W-L-1222 October 04, 2000 F Ratings - I and 2 Hr (See Item 1) T 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. 0G. 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, bonduit 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 - 114, 3/4 and 1 Hr (See Item 2) Section A-A (Cont'd on W-L-I222 - B Card) Guide XHEZ (C-AJ-1354 - B Card) Through-Penetration Firestop Systems (Cont'd from C-A.1-1 354 - A Card) System No. C-AJ-1353 November 30, 2001 F Rating —3Hr T Rating —0 Hr 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 0 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 pcf 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 Through-Penetration Firestop Systems November 30, 2001 C-AJ-1353-A Card System No. C-AJ-1353 F Rating -2Hr T Rating - 0 Hr Section A-A (Cont. on C-AJ-1353-B Card)