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Home My WebLink About1000 AVIARA PKWY; ; AS060090City of Carlsbad Sprinkler Permit Permit No: AS060090 Job Address: I000AVIARAPY Status: ISSUED Permit Type: 'SPRINK Applied 5/11/2006 Parcel No: 2120407000 Approved: 6/1/2006 Lot #: 0 Reference No.: Issued: 6/1/2006 PC.#: Inspector: Project Title: KELLY CORP CENTER SIX (6) FIRE SPRINKLER INSPECTIONS Applicant: PARAMOUNT FIRE SYSTEMS, INC. P.O. BOX 713194 SANTEE, CA 619-562-6247 Owner: KELLY CORPORATE CENTER II C L L C 11943 EL CAMINO REAL #200 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 360 0 360 0 REMOTE AREA 1 - 1ST FLOOR SHELL FILE NUMBER: KELLY CORPORATE AREA 1 DATE: 3/17/06 PARAMOUNT FIRE SYSTEMS, INC. P0 BOX 713194 SANTEE, CA 92072-3194 LICENSE fC16-788204 HYDRAULIC CALCULATIONS FOR KELLY CORPORATE CENTER 1000 AVIAPA PARKWAY CARLSBAD, CA -DESIGN DATA- APPROVED jW APPROVED AS NOTED NOT APPROVED, RESUBMIT CHECKING IS ONLY FOR coIraRMAMt WITH THE DESN COCEP1 of THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED 9CORRELATED AT THE JOB SITE AND FOR COORDINATION Of THE WORK OF ALL TRADES. OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: SOURCE: ORDINARY HAZARD GRP. II .20 gpm/sq. ft. 1500 sq. ft. 14 sprinklers 376.2 gpm 626.2 gpm (250 gpm Hose Allow) 376.2 gpm @ 77.5 psi 5.6 (Model TY-B) J. CHENEY CARLSBAD FIRE DEPT. 119.0 psi (107.0 @ 90%) 115.0 psi (103.5 @ 90%) 1680 gpm PARAMOUNT FIRE SYSTEMS FLOW TEST - 10/26/05 WITNESSED BY CARLSBAD FIRE CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA Aso~ooio SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE: Kelly Corporate Center, 1st Floor Shell, Area 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 107.0 103.5 1680.0 106.4 625.4 95.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 625.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 375.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -1.0 SOURCE 95.4 625.4 Ui -1.0 - - - - 94.6 HYD -1.0 HOSE STREAM 94.5 150.0 U2 -1.0 -- - - 94.4 RPIN 3.0 - - - - 92.5 - - - RPOtJT 3.0 - - - - 80.5 DIP -1.0 - - - - 82.0 BOR 1.0 HOSE STREAM 80.9 100.0 1ST 13.0 - - - - 70.1 - - - 1 13.0 - - - - 63.8 2 13.0 - - - - 59.9 3 13.0 - - - - 58.9 4 13.0 - - - - 58.2 - - - 5 13.0 - - - - 57.9 6 13.0 - - - - 57.9 7 13.0 - - - - 57.1 8 13.0 - - - - 56.0 9 13.0 - - - - 55.3 - - - 10 13.0 - - - - 54.8 - - - 11 13.0 - - - - 54.7 - - - 12 13.0 - - - - .41.4 13 13.0 - - - - 41.3 14 13.0 - - - - 41.5 15 13.0 41.6 16 13.0 - - - - 30.4 17 13.0 - - - - 30.4 - - - 18 13.0 - - - - 30.0 - - - 19 13.0 - - - - 29.8 20 13.0 - - - - 37.2 21 13.0 - - - - 37.1 - - - IV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE: Kelly Corporate Center, 1st Floor Shell, Area 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 22 13.0 - - - - 36.8 23 13.0 - - - - 36.5 24 13.0 - - - - 35.7 25 13.0 - - - - 34.6 26 13.0 - - - - 33.7 27 13.0 - - - - 33.4 - - - 28 13.0 - - -. - 47.1 - - - 29 13.0 - - - - 44.1 - - - 101 13.0 K= 5.43 29.9 29.7 102 13.0 K= 5.43 30.0 29.8 103 13.0 K= 5.43 24.2 26.7 104 13.0 K= 5.43 23.3 26.2 105 13.0 K= 5.43 23.1 26.1 106 13.0 K= 5.43 23.1 26.1 107 13.0 K= 5.43 23.4 26.3 108 13.0 K= 5.43 24.4 26.8 109 13.0 K= 5.43 24.0 26.6 110 13.0 K= 5.43 23.2 26.1 111 13.0 K= 5.43 22.9 26.0 112 13.0 K= 5.43 22.9 26.0 113 13.0 K= 5.43 23.2 26.2 114 13.0 K= 5.43 24.3 26.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE Kelly Corporate Center, 1st Floor Shell, Area 1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 625.4 8.044 PL 255.00 PF 0.8 SRC -1.0 SRCE 95.4 (N/A) 3.9 150 FTG TLG PE 0.0 Ul -1.0 0.0 94.6 0.0 0.002 TL 336.64 PV Pipe: 2 625.4 8.044 PL 32.00 PF 0.1 Ui -1.0 0.0 94.6 0.0 3.9 150 FTG L PE 0.0 HYD -1.0 H.S. 94.5 150.0 0.002 TL 52.41 PV Pipe: 3 475.4 8.044 PL 18.00 PF 0.0 HYD -1.0 H.S. 94.5 150.0 3.0 150 FTG ---- PE 0.0 U2 -1.0 0.0 94.4 0.0 0.001 TL 18.00 PV Pipe: 4 475.4 8.044 PL 25.00 PF 0.2 U2 -1.0 0.0 94.4 0.0 3.0 150 FTG 2ETG PE -1.7 RPIN 3.0 0.0 92.5 0.0 0.002 TL 142.75 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 92.5 0.0 12.0 psi, 475.4 gpm RPOUT 3.0 0.0 80.5 0.0 Pipe: 6 475.4 8.044 PL 65.00 PF 0.3 RPOUT 3.0 0.0 80.5 0.0 3.0 150 FTG 2ET FE 1.7 DIP -1.0 0.0 82.0 0.0 0.001 TL 176.47 PV Pipe: 7 475.4 6.400 PL 7.00 PF 0.2 DIP -1.0 0.0 82.0 0.0 4.7 140 FTG E PE -0.9 BOR 1.0 H.S. 80.9 100.0 0.005 TL 31.19 PV Pipe: 8 375.4 3.314 PL 17.00 PF 5.7 BOR 1.0 H.S. 80.9 100.0 14.0 120 FTG 2EB PE -5.2 1ST 13.0 0.0 70.1 0.0 0.109 TL 51.94 PV Pipe: 9 375.4 2.703 PL 2.58 FE' 6.2 1ST 13.0 0.0 70.1 0.0 21.0 120 FTG T FE 0.0 1 13.0 0.0 63.8 0.0 0.294 TL 21.23 PV Pipe: 10 375.4 2.703 PL 4.17 PF 4.0 1 13.0 0.0 63.8 0.0 21.0 120 FTG E FE 0.0 2 13.0 0.0 59.9 0.0 0.294 TL 13.50 PV Pipe: 11 128.9 2.703 FL 24.00 FE' 1.0 2 13.0 0.0 59.9 0.0 7.2 120 FTG ---- FE 0.0 3 13.0 0.0 58.9 0.0 0.041 TL 24.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE: Kelly Corporate Center, 1st Floor Shell, Area 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 128.9 2.703 FL 7.42 PF 0.7 3 13.0 0.0 58.9 0.0 7.2 120 FTG E FE 0.0 4 13.0 0.0 58.2 0.0 0.041 TL 16.75 PV Pipe: 13 84.8 2.703 FL 14.00 PF 0.3 4 13.0 0.0 58.2 0.0 4.7 120 FTG PE 0.0 5 13.0 0.0 57.9 0.0 0.019 TL 14.00 PV Pipe: 14 42.0 2.703 FL 14.00 PF 0.1 5 13.0 0.0 57.9 0.0 2.3 120 FTG FE 0.0 6 13.0 0.0 57.9 0.0 0.005 TL 14.00 PV Pipe: 15 246.5 2.703 FL 1.58 PF 2.7 2 13.0 0.0 59.9 0.0 13.8 120 FTG T FE 0.0 7 13.0 0.0 57.1 0.0 0.135 TL 20.23 PV Pipe: 16 205.5 2.703 FL 11.33 PF 1.1 7 13.0 0.0 57.1 0.0 11.5 120 FTG FE 0.0 8 13.0 0.0 56.0 0.0 0.096 TL 11.33 PV Pipe: 17 168.5 2.703 FL 11.66 PF 0.8 8 13.0 0.0 56.0 0.0 9.4 120 FTG PE 0.0 9 13.0 0.0 55.3 0.0 0.067 TL 11.66 PV Pipe: 18 111.3 2.703 FL 14.00 PF 0.4 9 13.0 0.0 55.3 0.0 6.2 120 FTG ---- PE 0.0 10 13.0 0.0 54.8 0.0 0.031 TL 14.00 PV Pipe: 19 55.4 2.703 PL 14.00 PF 0.1 10 13.0 0.0 54.8 0.0 3.1 120 FTG ---- PE 0.0 11 13.0 0.0 54.7 0.0 0.009 TL 14.00 PV Pipe: 20 57.2 2.703 FL 7.75 PF 0_1 12 13.0 0.0 41.4 0.0 3.2 120 FTG ---- FE 0.0 13 13.0 0.0 41.3 0.0 0.009 TL 7.75 PV Pipe: 21 -111.3 2.703 FL 6.25 PF 0.2 13 13.0 0.0 41.3 0.0 6.2 120 FTG ---- FE 0.0 14 13.0 0.0 41.5 0.0 0.031 TL 6.25 PV Pipe: 22 -55.4 2.703 FL 14.00 PF 0.1 14 13.0 0.0 41.5 0.0 3.1 120 FTG ---- PE 0.0 15 13.0 0.0 41.6 0.0 0.009 TL 14.00 PV Pipe: 23 168.5 2.703 FL 52.00 PF 10.9 13 13.0 0.0 41.3 0.0 9.4 120 FTG 8E2T FE 0.0 17 13.0 0.0 30.4 0.0 0.067 TL 163.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE: Kelly Corporate Center, 1st Floor Shell, Area 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -14.6 2.703 PL 7.75 PF 0.0 16 13.0 0.0 30.4 0.0 0.8 120 FTG ---- PE 0.0 17 13.0 0.0 30.4 0.0 0.001 TL 7.75 PV Pipe: 25 153.8 2.703 PL 6.25 PF 0.4 17 13.0 0.0 30.4 0.0 8.6 120 FTG ---- PE 0.0 18 13.0 0.0 30.0 0.0 0.056 TL 6.25 PV Pipe: 26 76.8 2.703 PL 14.00 PF 0.2 18 13.0 0.0 30.0 0.0 4.3 120 FTG ---- PE 0.0 19 13.0 0.0 29.8 0.0 0.016 TL 14.00 PV Pipe: 27 42.0 2.703 PL 14.00 PF 0.1 20 13.0 0.0 37.2 0.0 2.3 120 FTG ---- PE 0.0 21 13.0 0.0 37.1 0.0 0.005 TL 14.00 PV Pipe: 28 84.8 2.703-PL 14.00 PF 0.3 21 13.0 0.0 37.1 0.0 4.7 120 FTG ---- PE 0.0 22 13.0 0.0 36.8 0.0 0.019 TL 14.00 PV Pipe: 29 128.9 2.703 PL 9.00 PF 0.4 22 13.0 0.0 36.8 0.0 7.2 120 FTG ---- PE 0.0 23 13.0 0.0 36.5 0.0 0.041 TL 9.00 PV Pipe: 30 169.9 2.703 PL 11.00 PF 0.7 23 13.0 0.0 36.5 0.0 9.5 120 FTG ---- PE 0.0 24 13.0 0.0 35.7 0.0 0.068 TL 11.00 PV Pipe: 31 206.9 2.703 PL 12.00 PF 1.2 24 13.0 0.0 35.7 0.0 11.6 120 FTG ---- PE 0.0 25 13.0 0.0 34.6 0.0 0.098 TL 12.00 PV Pipe: 32 162.1 2.703 PL 14.00 PF 0.9 25 13.0 0.0 34.6 0.0 9.1 120 FTG ---- PE 0.0 26 13.0 0.0 33.7 0.0 0.062 TL 14.00 PV Pipe: 33 80.9 2.703 PL 14.00 PF 0.2 26 13.0 0.0 33.7 0.0 4.5 120 FTG ---- PE 0.0 27 13.0 0.0 33.4 0.0 0.017 TL 14.00 PV Pipe: 34 42.0 1.536 PL 233.00 PF 20.7 6 13.0 0.0 57.9 0.0 7.3 120 FTG 4E2T PE 0.0 20 13.0 0.0 37.2 0.0 0.080 TL 258.45 PV Pipe: 35 42.8 1.536 PL 225.33 PF 20.8 5 13.0 0.0 57.9 0.0 7.4 120 FTG 4E2T PE 0.0 21 13.0 0.0 37.1 0.0 0.083 TL 250.78 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE: Kelly Corporate Center, 1st Floor Shell, Area 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 44.1 1.536 PL 21.8.00 PF 21.4 4. 13.0 0.0 58.2 0.0 7.6 120 FTG 4E2T PE 0.0 22 13.0 0.0 36.8 0.0 0.088 TL 243.45 PV Pipe: 37 41.0 1.536 PL 238.00 PF 20.7 7 13.0 0.0 57.1 0.0 7.1 120 FTG 6E2T PE 0.0 23 13.0 0.0 36.5 0.0 0.077 TL 269.81 PV Pipe: 38 37.0 1.536 PL 112.08 PF 8.9 8 13.0 0.0 56.0 0.0 6.4 120 FTG 7ET PE 0.0 28 13.0 0.0 47.1 0.0 0.063 TL 240.71 PV Pipe: 39 37.0 1.536 PL 38.75 PF 3.1 28 13.0 0.0 47.1 0.0 6.4 120 FTG 3E PE 0.0 29 13.0 0.0 44.1 0.0 0.063 TL 48.29 PV Pipe: 40 37.0 1.536 PL 106.08 PF 8.3 29 13.0 0.0 44.1 0.0 6.4 120 FTG 6ET PE 0.0 24 13.0 0.0 35.7 0.0 0.063 TL 131.53 PV Pipe: 41 57.2 1.536 PL 85.00 PF 13.9 9 13.0 0.0 55.3 0.0 9.9 120 FTG 2T PE 0.0 12 13.0 0.0 41.4 0.0 0.142 TL 97.72 PV Pipe: 42 55.9 1.536 PL 85.00 PF 13.3 10 13.0 0.0 54.8 0.0 9.7 120 FTG 2T PE 0.0 14 13.0 0.0 41.5 0.0 0.136 TL 97.72 PV Pipe: 43 55.4 1.536 PL 85.00 PF 13.1 11 . 13.0 0.0 54.7 0.0 9.6 120 FTG 2T PE 0.0 15 13.0 0.0 41.6 0.0 0.134 TL 97.72 PV Pipe: 44 14.6 1.536 PL 33.25 PF 0.5 16 13.0 0.0 30.4 0.0 2.5 120 FTG T PE 0.0 101 13.0 5.4 29.9 29.7 0.011 TL 39.61 PV Pipe: 45 -15.1 1.536 PL 8.00 PF 0.1 101 13.0 5.4 29.9 29.7 2.6 120 FTG ---- PE 0.0 102 13.0 5.4 30.0 29.8 0.012 TL 8.00 PV Pipe: 46 -44.8 1.536 PL 43.75 PF 4.5 102 13.0 5.4 30.0 29.8 7.8 120 FTG T PE 0.0 25! 13.0 0.0 34.6 0.0 0.090 TL 50.11 PV Pipe: 47 77.1 1.536 PL 17.25 PF 5.8 18 13.0 0.0 30.0 0.0 13.3 120 FTG T PE 0.0 103 13.0 5,4 24.2 26.7 0.246 TL 23.61 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE: Kelly Corporate Center, 1st Floor Shell, Area 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 48 50.3 1.536 PL 8.00 PF 0.9 103 13.0 5.4 24.2 26.7 8.7 120 FTG ---- PE 0.0 104 13.0 5.4 23.3 26.2 0.112 TL 8.00 PV Pipe: 49 24.1 1.536 PL 8.00 PF 0.2 104 13.0 5.4 23.3 26.2 4.2 120 FTG ---- PE 0.0 105 13.0 5.4 23.1 26.1 0.029 TL 8.00 PV Pipe: 50 -2.0 1.536 PL 8.00 PF 0.0 105 13.0 5.4 23.1 26.1 0.3 120 FTG ---- PE 0.0 106 13.0 5.4 23.1 26.1 0.000 TL 8.00 PV Pipe: 51 -28.1 1.536 PL 8.00 PF 0.3 106 13.0 5.4 23.1 26.1 4.9 120 FTG ---- PE 0.0 107 13.0 5.4 23.4 26.3 0.038 TL 8.00 PV Pipe: 52 -54.3 1.536 PL 8.00 PF 1.0 107 13.0 5.4 23.4 26.3 9.4 120 FTG ---- PE 0.0 108 13.0 5.4 24.4 26.8 0.129 TL 8.00 PV Pipe: 53 -81.2 1.536 PL 27.75 PF 9.3 108 13.0 5.4 24.4 26.8 14.1 120 FTG T PE 0.0 26 13.0 0.0 33.7 0.0 0.271 TL 34.11 PV Pipe: 54 76.8 1.536 PL 17.25 PF 5.8 19 13.0 0.0 29.8 0.0 13.3 120 FTG T PE 0.0 109 23.0 5.4 24.0 26.6 0.245 TL 23.62 PV Pipe: 55 50.2 1.536 PL 8.00 PF 0.9 109 13.0 5.4 24.0 26.6 8.7 120 FTG ---- PE 0.0 110 13.0 5.4 23.2 26.1 0.111 TL 8.00 PV Pipe: 56 24.0 1.536 PL 8.00 PF 0.2 110 13.0 5.4 23.2 26.1 4.2 120 FTG ---- PE 0.0 111 13.0 5.4 22.9 26.0 0.029 TL 8.00 PV Pipe: 57 -2.0 1.536 PL 8.00 PF 0.0 111 13.0 5.4 22.9 26.0 0.3 120 FTG ---- PE 0.0 112 13.0 5.4 22.9 26.0 0.000 TL 8.00 PV Pipe: 58 -28.0 1.536 PL 8.00 PF 0.3 112 13.0 5.4 22.9 26.0 4.8 120 FTG ---- PE 0.0 213 23.0 5.4 23.2 26.2 0.038 TL 8.00 PV Pipe: 59 -54.2 1.536 PL 8.00 PF 1.0 113 13.0 5.4 23.2 26.2 9.4 120 FTG ---- PE 0.0 114 13.0 5.4 24.3 26.7 0.128 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE: Kelly Corporate Center, 1st Floor Shell, Area I 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 -80.9 1.536 PL 27.75 PF 9.2 114 13.0 5.4 24.3 26.7 14.0 120 FTG T PE 0.0 27 13.0 0.0 33.4 0.0 0.269 TL 34.11 PV NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.103 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 21.0 ft/sec at pipe 10. PIPE FITTINGS TABLE Pipe Table Name: SThNDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVit BfViv GatVlv AimChk DPViv NPTe 1.536 3.18 6.36 1.59 7.16 4.77 0.80 7.95 7.95 6.36 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 6.400 18.19 38.98 11.69 41.58 12.99 3.90 36.38 36.38 38.98 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 11 cD C14 RR CD CD 0 C 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/1612006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE: Kelly Corporate Center, 1st Floor Shell, .Area 1 0 0 C C C C C C 0 0 0 C C r 0 — QCO -d- — 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 1.SDF JOB TITLE: Kelly Corporate Center, 1st Floor Shell, Area 1 WATER SUPPLY CURVE \\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\ 0 103.5 psi @ 1680 gpm-> * Flow Test Point 99+ I X 90+ 81+ P 72+ R I E S I S 63+ U R E I 54+ ( I P I S 1 I 45+ ) I 36+ 27+ 18+ LEGEND I 'I X = Required Water Supply I 95.42 psi @ 625.4 gprn 9+ I 0 = Available Water Supply " 106.44 psi @ 625.4 gpm o++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 Utilities Report Page 1 Equivalent K-Factor Calculator Node Sprinkler Press. liLa. 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 1.25 T 7.01 120.00 5.43 End of Utilities Report A506 ocflo PARAMOUNT FIRE SYSTEMS, INC. P0 BOX 713194 SANTEE, CA 92072-3194 LICENSE #C16-788204 HYDRAULIC CALCULATIONS FOR KELLY CORPORATE CENTER 1000 AVIARA PARKWAY CARLSBAD, CA REMOTE AREA 2 - 3RD FLOOR SHELL FILE NUMBER: KELLY CORPORATE AREA 2.SDF DATE: 3/17/06 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GRP. II DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: .20 gpm/sq. ft. 1500 sq. ft. 17 (22.5 gpm/head) (81 x14'Spacing/112 sq. ft.) 405.4 gpm 655.4 gpm (250 gpm Hose Allow) 405.4 gpm @ 86.6 psi 5.6 (5.43 adjusted (Model TY-B) J. CHENEY CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 119.0 psi (107.0 @ 90%) RESIDUAL: 115.0 psi (103.5 @ 90%) FLOW: 1680 gpm SOURCE: PARAMOUNT FIRE SYSTEMS FLOW TEST - 10/26/05 WITNESSED BY CARLSBAD FIRE CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1. DATE: 3/16/2006 C:\IIASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL, TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 107.0 103.5 1680.0 106.4 655.4 101.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 655.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 405.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -1.0 SOURCE 101.3 655.4 Ui -1.0 - - - - 100.4 - - - HYD -1.0 HOSE STREAM 100.2 150.0 U2 -1.0 - - - - 100.2 - - - RPIN 3.0 - - - - 98.2 RPOUT 3.0 - - - - 86.2 DIP -1.0 - - - - 87.7 BOR 1.0 HOSE STREAM 86.6 100.0 1ST 13.0 - - - - 74.9 ROOF 41.5 - - - - - 59.0 30 41.5 - - - - 57.0 31 42.2 - - - - 55.4 32 42.2 - - - - 55.2 33 42.2 - - - - 55.2 34 41.5 - - - - 52.7 - - - 35 41.5 - - - - 50.6 36 42.2 - - - - 46.9 - - - 37 42.2 - - - - 46.0 38 42.2 - - - - 45.8 39 42.2 - - - - 38.5 - - - 40 42.2 - - - - 38.4 41 42.2 - - - - 38.2 42 41.5 - - - - 37.7 43 41.5 - - - - 37.0 44 42.2 - - - - 34.7 45 42.2 - - - - 34.2 46 42.2 - - - - 34.1 - - - 2.7 41.8 - - - - 18.7 - - - 2.9 41.8 - - - - 18.7 - - - 2.13 41.8 - - - - 19.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 2.15 41.8 - - - - 18.9 - - - 201 43.0 K= 5.43 23.3 26.2 202 43.0 K= 5.43 21.6 25.2 203 43.0 K= 5.43 21.3 25.0 204 43.0 K= 5.43 21.3 25.1 205 43.0 K= 5.43 21.6 25.2 206 43.0 K= 5.43 20.6 24.7 207 43.0 K= 5.60 16.6 22.8 208 43.0 K= 5.60 16.2 22.5 209 43.0 K= 5.60 16.5 22.8 210 43.0 K= 5.60 16.1 22.5 211 43.0 K= 5.43 19.2 23.8 212 43.0 K= 5.43 20,6 24.6 213 43.0 K= 5.60 16.6 22.8 214 43.0 K= 5.60 16.5 22.7 215 43.0 K= 5.60 16.6 22.8 216 43.0 K= 5.60 16.4 22.7 217 43.0 K= 5.43 19.4 23.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 655.4 8.044 PL 255.00 PF 0.9 SRC -1.0 SRCE 101.3 (N/A) 4.1 150 FTG TLG PE 0.0 Ui -1.0 0.0 100.4 0.0 0.003 TL 336.64 PV Pipe: 2 655.4 8.044 PL 32.00 PF 0.1 Ui -1.0 0.0 100.4 0.0 4.1 150 FTG L PE 0.0 HYD -1.0 H.S. 100.2 150.0 0.003 TL 52.41 PV Pipe: 3 505.4 8.044 PL 18.00 PF 0.0 HYD -1.0 H.S. 100.2 150.0 3.2 150 FTG ---- PE 0.0 U2 -1.0 0.0 100.2 0.0 0.002 TL 18.00 PV Pipe: 4 505.4 8.044 PL 25.00 PF 0.2 U2 -1.0 0.0 100.2 0.0 3.2 150 FTG 2ETG PE -1.7 RPIN 3.0 0.0 98.2 0.0 0.002 TL 142.75 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE RPIN 3.0 0.0 98.2 0.0 12.0 psi, 505.4 gpm RPOUT 3.0 0.0 86.2 0.0 Pipe: 6 505.4 8.044 PL 65.00 PF 0.3 RPOUT 3.0 0.0 86.2 0.0 3.2 150 FTG 2ET PE 1.7 Dip -1.0 0.0 87.7 0.0 0.002 TL 176.47 PV Pipe: 7 505.4 6.400 PL 7.00 PF 0.2 DIP -1.0 0.0 87.7 0.0 5.0 140 FTG E PE -0.9 BOR 1.0 H.S. 86.6 100.0 0.006 TL 31.19 PV Pipe: 8 405.4 3.314 PL 17.00 PF 6.5 BOR 1.0 H.S. 86.6 100.0 15.1 120 FTG 2EB PE -5.2 1ST 13.0 0.0 74.9 0.0 0.126 TL 51.94 PV Pipe: 9 405.4 3.314 PL 28.50 PF 3.6 1ST 13.0 0.0 74.9 0.0 15.1 120 FTG ---- PE -12.3 ROOF 41.5 0.0 59.0 0.0 0.126 TL 28.50 PV Pipe: 10 405.4 3.314 FL 5.54 FE' 2.0 ROOF 41.5 0.0 59.0 0.0 15.1 120 FTG E FE 0.0 30 41.5 0.0 57.0 0.0 0.126 TL 15.73 PV Pipe: 11 109.2 2.703 PL 5.58 PF 1.3 30 41.5 0.0 57.0 0.0 6.1 120 FTG 2ET PE -0.3 31 42.2 0.0 55.4 0.0 0.030 TL 42.88 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 71.9 2.703 PL 14.00 PF 0.2 31 42.2 0.0 55.4 0.0 4.0 120 FTG ---- PE 0.0 32 42.2 0.0 55.2 0.0 0.014 TL 14.00 PV Pipe: 13 35.6 2.703 PL 14.00 PF 0.1 32 42.2 0.0 55.2 0.0 2.0 120 FTG ---- PE 0.0 33 42.2 0.0 55.2 0.0 0.004 TL 14.00 PV Pipe: 14 296.2 2.703 PL 4.17 PF 4.3 30 41.5 0.0 57.0 0.0 16.6 120 FTG T PE 0.0 34 41.5 0.0 52.7 0.0 0.190 TL 22.82 PV Pipe: 15 261.9 2.703 PL 14.00 PF 2.1 34 41.5 0.0 52.7 0.0 14.6 120 FTG ---- PE 0.0 35 41.5 0.0 50.6 0.0 0.151 TL 14.00 PV Pipe: 16 230.5 2.703 PL 9.75 PF 3.4 35 41.5 0.0 50.6 0.0 12.9 120 FTG 2E PE -0.3 36 42.2 0.0 46.9 0.0 0.119 TL 28.40 PV Pipe: 17 159.3 2.703 PL 14.00 PF 0.8 36 42.2 0.0 46.9 0.0 8.9 120 FTG ---- PE 0.0 37 42.2 0.0 46.0 0.0 0.060 TL 14.00 PV Pipe: 18 79.8 2.703 PL 14.00 PF 0.2 37 42.2 0.0 46.0 0.0 4.5 120 FTG ---- PE 0.0 38 42.2 0.0 45.8 0.0 0.017 TL 14.00 PV Pipe: 19 35.6 2.703 PL 14.00 PF 0.1 39 42.2 0.0 38.5 0.0 2.0 120 FTG ---- PE 0.0 40 42.2 0.0 38.4 0.0 0.004 TL 14.00 PV Pipe: 20 71.9 2.703 PL 14.00 PF 0.2 40 42.2 0.0 38.4 0.0 4.0 120 FTG ---- PE 0.0 41 42.2 0.0 38.2 0.0 0.014 TL 14.00 PV Pipe: 21 109.2 2.703 PL 9.75 PF 0.8 41 42.2 0.0 38.2 0.0 6..1 120 FTG 2E PE 0.3 42 41.5 0.0 37.7 0.0 0.030 TL 28.40 PV Pipe: 22 143.5 2.703 PL 14.00 PF 0.7 42 41.5 0.0 37.7 0.0 8.0 120 FTG ---- PE 0.0 43 41.5 0.0 37.0 0.0 0.050 TL 14.00 PV Pipe: 23 174.9 2.703 PL 9.00 PF 2.0 43 41.5 0.0 37.0 0.0 9.8 120 FTG 2E PE -0.3 44 42.2 0.0 34.7 0.0 0.072 TL 27.65 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 119.4 2.703 PL 14.00 PF 0.5 44 42.2 0.0 34.7 0.0 6.7 120 FTG ---- PE 0.0 45 42.2 0.0 34.2 0.0 0.035 TL 14.00 PV Pipe: 25 59.7 2.703 PL 14.00 PF 0.1 45 42.2 0.0 34.2 0.0 3.3 120 FTG ---- PE 0.0 46 42.2 0.0 34.1 0.0 0.010 TL 14.00 PV Pipe: 26 35.6 1.536 PL 256.50 PF 16.7 33 42.2 0.0 55.2 0.0 6.2 120 FTG 4E2T FE 0.0 39 42.2 0.0 38.5 0.0 0.059 TL 281.95 PV Pipe: 27 36.3 1.536 PL 249.00 PF 16.8 32 42.2 0.0 55.2 0.0 6.3 120 FTG 4E2T FE 0.0 40 42.2 0.0 38.4 0.0 0.061 TL 274.45 PV Pipe: 28 37.3 1.536 FL 241.50 PF 17.2 31 42.2 0.0 55.4 0.0 6.5 120 FTG 4E2T PE 0.0 41 42.2 0.0 38.2 0.0 0.064 TL 266.95 PV Pipe: 29 34.3 1.536 PL 240.00 PF 15.0 34 41.5 0.0 52.7 0.0 5.9 120 FTG 6E2T FE 0.0 42 41.5 0.0 37.7 0.0 0.055 TL 271.81 PV Pipe: 30 31.4 1.536 PL 250.50 PF 13.5 35 41.5 0.0 50.6 0.0 5.4 120 FTG 8E2T PE 0.0 43 41.5 0.0 37.0 0.0 0.047 TL 288.67 PV Pipe: 31 71.2 1.536 FL 96.25 PF 23.2 36 42.2 0.0 46.9 0.0 12.3 120 FTG .2ET PE -0.3 201 43.0 5.4 23.3 26.2 0.213 TL 108.97 PV Pipe: 32 45.0 1.536 PL 12.75 PF 1.7 201 43.0 5.4 23.3 26.2 7.8 120 FTG 2E PE 0.0 202 43.0 5.4 21.6 25.2 0.091 TL 19.11 PV Pipe: 33 19.8 1.536 FL 15.00 PF 0.3 202 43.0 5.4 21.6 25.2 3.4 120 FTG ---- PE 0.0 203 43.0 5.4 21.3 25.0 0.020 TL 15.00 211 Pipe: 34 -5.2 1.536 FL 17.50 PF 0.0 203 43.0 5.4 21.3 25.0 0.9 120 FTG 3E PE 0.0 204 43.0 5.4 21.3 25.1 0.002 TL 27.04 P11 Pipe: 35 -30.3 1.536 FL 6.42 PF 0.3 204 43.0 5.4 21.3 25.1 5.2 120 FTG ---- FE 0.0 205 43.0 5.4 21.6 25.2 0.044 TL 6.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 -55.6 1.536 PL 88.75 PF 12.8 205 43.0 5.4 21.6 25.2 9.6 120 FTG T PE 0.3 44 42.2 0.0 34.7 0.0 0.134 TL 95.11 PV Pipe: 37 79.4 1.536 FL 89.75 PF 25.0 37 42.2 0.0 46.0 0.0 13.8 120 FTG T PE -0.3 206 43.0 5.4 20.6 24.7 0.261 TL 96.11 PV Pipe: 38 54.8 1.536 PL 12.33 PF 2.4 206 43.0 5.4 20.6 24.7 9.5 120 FTG 2E FE 0.5 2.7 41.8 0.0 18.7 0.0 0.131 TL 18.69 PV Pipe: 39 9.4 1.536 PL 14.00 PF 0.1 2.7 41.8 0.0 18.7 0.0 1.6 120 FTG ---- PE 0.0 2.9 41.8 0.0 18.7 0.0 0.005 TL 14.00 PV Pipe: 40 -35.8 1.536 PL 11.33 PF 1.1 2.9 41.8 0.0 18.7 0.0 6.2 120 FTG 2E FE -0.5 211 43.0 5.4 19.2 23.8 0.060 TL 17.69 PV Pipe: 41 -59.6 1.536 PL 89.75 PF 14.7 211 43.0 5.4 19.2 23.8 10.3 120 FTG T PE 0.3 45 42.2 0.0 34.2 0.0 0.153 TL 96.11 PV Pipe: 42 22.8 1.080 PL 3.00 PF 1.6 2.7 41.8 0.0 18.7 0.0 8.0 120 FTG ET PE -0.5 207 43.0 5.6 16.6 22.8 0.144 TL 11.07 PV Pipe: 43 22.5 1.080 PL 6.00 PF 2.0 2.7 41.8 0.0 18.7 0.0 7.9 120 FTG ET PE -0.5 208 43.0 5.6 16.2 22.5 0.141 TL 14.07 PV Pipe: 44 22.8 1.080 FL 3.00 PF 1.6 2.9 41.8 0.0 18.7 0.0 8.0 120 FTG ET PE -0.5 209 43.0 5.6 16.5 22.8 0.143 TL 11.07 PV Pipe: 45 22.5 1.080 PL 6.00 PF 2.0 2.9 41.8 0.0 18.7 0.0 7.9 120 FTG ET FE -0.5 210 43.0 5.6 16.1 22.5 0.140 TL 14.07 PV Pipe: 46 79.8 1.536 FL 88.25 PF 24.9 38 42.2 0.0 45.8 0.0 13.8 120 FTG T FE -0.3 212 43.0 5.4 20.6 24.6 0.263 TL 94.61 PV Pipe: 47 55.2 1.536 FL 9.58 PF 2.1 212 43.0 5.4 20.6 24.6 9.6 120 FTG 2E PE 0.5 2.13 41.8 0.0 19.0 0.0 0.133 TL 15.94 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 48 9.6 1.536 PL 14.00 PF 0.1 2.13 41.8 0.0 19.0 0.0 1.7 120 FTG ---- PE 0.0 2.15 41.8 0.0 18.9 0.0 0.005 TL 14.00 PV Pipe: 49 -35.8 1.536 PL 10.00 PF 1.0 2.15 41.8 0.0 18.9 0.0 6.2 120 FTG 2E PE -0.5 217 43.0 5.4 19.4 23.9 0.060 TL 16.36 PV Pipe: 50 -59.7 1.536 PL 87.25 PF 14.4 217 43.0 5.4 19.4 23.9 10.3 120 FTG T PE 0.3 46 42.2 0.0 34.1 0.0 0.154 TL 93.61 PV Pipe: 51 22.8 1.080 PL 4.50 PF 1.8 2.13 41.8 0.0 19.0 0.0 8.0 120 FTG ET PE -0.5 213 43.0 5.6 16.6 22.8 0.144 TL 12.57 PV Pipe: 52 22.7 1.080 PL 6.00 PF 2.0 2.13 41.8 0.0 19.0 0.0 8.0 120 FTG ET PE -0.5 214 43.0 5.6 16.5 22.7 0.143 TL 14.07 PV Pipe: 53 22.8 1.080 PL 4.50 PF 1.8 2.15 41.8 0.0 18.9 0.0 8.0 120 FTG ET PE -0.5 215 43.0 5.6 16.6 22.8 0.144 TL 12.57 PV Pipe: 54 22.7 1.080 PL 6.00 PF 2.0 2.15 41.8 0.0 18.9 0.0 7.9 120 FTG ET PE -0.5 216 43.0 5.6 16.4 22.7 0.142 TL 14.07 PV NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and 'a maximum imbalance at any node of 0.091 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.6 ft/sec at pipe 14. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.536 3.18 6.36 1.59 7.16 4.77 0.80 7.95 7.95 6.36 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 3.314 10.19 21.84 7;28 23.29 14.56 1.46 18.93 18.93 21.84 6.400 18.19 38.98 11.69 41.58 12.99 3.90 36.38 36.38 38.98 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 0 C I. 0 0 0 0 at 0 jLl 0 0 CN H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/16/2006 C:\I-IASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 N C 0 0 0 0 0 0 C 0 C c c r C) C'1 0 CD c1q r-4 co -H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/16/2006 C:\HASS DATA\KELLY CALCS\KELLY CORPORATE AREA 2.SDF JOB TITLE: Kelly Corporate Center, 3rd Floor Shell, Area 2 WATER SUPPLY CURVE \\\\\\\\\\\\\\\\\\\\\\\ I 0 103.5 psi @ 1680 gpm-> * I X Flow Test Point 99+ 90+ 81+ P 72+ RJ E I SI S 63+ U I R I E 54+ C I P I S 1. I 45+ ) I 36+ 27+ 18+ LEGEND " I II I X = Required Water Supply I 101.29 psi @ 655.4 gpm 9+ TV 0 = Available Water Supply if 106.39 psi @ 655.4 gpm if 0++-+---+.----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 Utilities Report Page 1 Equivalent K-Factor Calculator Node Sprinkler Press. 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 1.25 T 7.01 120.00 5.43 End of Utilities Report C 0 DIMENSIONS & WEIGHTS (do not i n c l u d e p k g . ) DIMENSIONS (approximate) WEIGHT MODEL E E OS&? SrZE A LESS GATE C 0 OS&V OS&Y F G LESS GATE GATE VALVES OPEN CLOSED VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm in. I mm in. mm in. I mm tbs. kg lbs. kg 21/21 65 1 31 787 1157181 403 71141 184 9 229 163/8 416 137/8 352 91/2 241 18318 213 75 34 185 84 3 80 32 813 157/8 403 71/4 184 9 229 187/8 479 155/8 397 9112 241 83/8 213 78 35.4 208 94.4 4 00 37 5/8 956 19 1/2 495 8 203 9 229 223/4 578 18 1/4 464 11 279 7 1/4 184 116 52.7 306 138.9 6 50 j250 44314 1137 23 1/2 597 10 254 10 1/2 267 30 1/8 765 233/4 603 123/8 314 9 1/4 235 194 88 494 224.3 8 00 603/4 1543 373/4 959 11 279 15 112 394 373/4 959 29 1/4 743 153/8 391 16 3/4 428 382 173.4 858 390 10 63314 1619 373/4 959 11 279 1151/2 394 ,453/4 11& 353/8 899 153/8 391 1163/4 426 412 187 1230 558.4 (Paterit No.: 5,913,331) :ii'ir" Page 1 of 2 FEATURES Sizes: U 2 1/2" U 3" U 4" U 6" U 8" U 10" Maximum working water pressure 175 PSI Maximum working water temperature 1 4 0 ° F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pip e ) A W W A C 6 0 6 (Flanged) ANSI 816.1 Class 125 OPTIONS (Suffixes can be combined) U - with Os &Y gate valves (standard) O L - less shut-off valves (flanged body connecti o n s ) U LM - less water meter U - with remote reading meter O - with gpm meter (standard) U - with cuft/minmeter U C - with groove end gate valves P FG - with flanged inlet gate connection and groo v e d outlet gate connection O MS - with Integral Relief Valve Monitor Switch U P1 - with Post Indicator Gate Valve ACCESSORIES O Air gap (Model AG) O Repairkit (rubber only) U Thermal expansion tank (Model W)(TP) U OS & Y Gate valve tamper switch (OSY-4 0 ) U QT-SET Quick Test Fitting Set APPLICATION Designed for installation on potable wat e r f i n e s i n f i r e p r o - tection systems to protect against both ba c k s i p h o n a g e a n d backpressure of contaminated water int o t h e p o t a b l e w a - ter supply. The Model 375DA shall provi d e p r o t e c t i o n w h e r e a potential health hazard exists. Incorpor a t e s m e t e r e d b y - pass to detect leaks and unauthorized wat e r u s e . STANDARDS COMPLIANCE (unless otherwise noted, appttesto sizes 2112" thru 10") ASSE® Listed 1047(21/2" thru 8°) UL® Classified CSA® Certified (4" & 6") C-UL® Classified F* Approved Approved by the Foundation for Cross C o n n e c t i o n Control and Hydraulic Research at the Un i v e r s i t y o f Southern California MATERIALS Main valve body Ductile Iron ASTM A 5 3 6 G r a d e 4 Access covers Ductile Iron ASTM A 5 3 6 G r a d e 4 Coatings FDA Approved fusion epoxy finish Internals Stainless steel. 300 Series NORYL, NSF Listed Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYIJ', NSF Listed Springs Stainless steel, 300 series Sensing line Stainless steel, braided hose Attention: Model 375DA (flange body) and Model E 375A0A (grooved 4 body) have different lay lengths. Relief Valve discharge F port: - j 2 1/2w - 6' - 2.75 sq. in. 10" - 3.69 sq. in A 0- MODEL 375DAG SHOWN ABOVE FLOW CHARACTERISTICS MODEL 375DA 2 112", 3" & 4" (STANDARD & M E T R I C ) FLOW RATES (us) 12.6 25.2 37.9 200 400 600 800 5 0 1000 2000 3000 138 1 104 69 35 W 4000 Q- Caoacity thni Schedule 40 Pipe (GPM) Pipe size 51lsec 7.5 It/sec 10ltlsec 15ftlsec 21/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 1 780 1169 1559 2339 10" 1229 1843 2458 3687 INDOOR INSTALLATION FLOW RATES (GPM) MODEL 375DA 6",8!' & 10" (STANDARD & METRIC) FLOW RATES (Vs) 63.1 126.2 189.3 252.4 FLOW RATES (GPM) *Rated Pow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. T o b e installed in accordance. with the manufacture r ' s i n s t r u c - tions and the latest edition of the Uniform Plu m b i n g C o d e . Unless otherwise specified, the assembly sh a l l b e m o u n t e d at a minimum of 12" (305mm) and a maxi m u m o f 3 0 " (762mm) above adequate drains with sufficie n t s i d e c l e a r - ance for testing and maintenance. The installati o n s h a l l b e made so that no part of the unit can be sub m e r g e d . OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Detector Backflow P r e v e n t i o n A s s e m b l y s h a l l b e A S S E ® L i s t e d 1 0 4 7 , a n d s u p p l i e d w i t h f u l l p o r t Os & Y gate valves. The main body and access c o v e r s h a l l b e e p o x y c o a t e d d u c t i l e i r o n ( A S T M A 5 3 6 G r a d e 4 ) , t h e s e a t ring and check valve shall be NORYL,the s t e m s h a l l b e s t a i n l e s s s t e e l ( A S T M A 2 7 6 ) a n d t h e s e a t d i s c e l a s t o m e r s s h a l l be EPDM. The checks and the relief valve sh a l l b e a c c e s s i b l e f o r m a i n t e n a n c e w i t h o u t r e m o v i n g t h e d e v i c e f r o m t h e l i n e . The Reduced Pressure Detector Backflow Pr e v e n t i o n A s s e m b l y s h a l l b e a W I L K I N S M o d e l 3 7 5 D A . Page 2 of 2 WILKINS a Zuvn company, 1747 Cctmmecce Way, Paso Robtes, CA 93446 P :6238-710 9 Fax:695123&-5768 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) Website: http:/Iwww.zum.m PARAMOUNT FIRE SYSTEMS, INC RDW TEST SHEET PROJECT: AVIARA WAY STATIC: 119 PSI RUSll)UAL: 115 PSI PEI'OT 00 PSI FLOW 1680 GPM DATE / TIME: 10-26-05 10"45 AM LOCATION OF HYDRANTS: ON SITE AROuN:r BL1LDNG AI)DRESS & CROSS STREETS; AV1ARAANDLWR.ELANE TESTED BY: DON SCHROEDER AND WITNESSED BY FIRE AND WATER DEPT Pwidc map bdow. Specify hydrant to flow (F) und hydrant .to gauge (G) . Le Lq P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 tqCo /Fire & Building I Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 Series TYFRB —28,42,56, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response - standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY-FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20(1/2 inch NPT) or Style 30(3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops 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- tained when exposed to corrosive at- 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. 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 suitability of these coatings for any given corro- sive environment. The effects of ambi- ent 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. An intermediate level versions of the Series TY-FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TV-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY1131 - Upright 2.8K, 1/2"NPT 1V1231 - Pendent 2.8K, 1/2"NPT TY2131 - Upright 4.2K, 1/2"NPT TY2231. Pendent 4,2K, 1/2"NPT T'Y3131 - Upright 5.6K, 11/2. NPT TY3231 - Pendent 5.6K, 1/2"NPT 1Y4131 - Upright 8.0K, 3/4'NPT TY4231 - Pendent 8.0K, 3/4"NPT Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A for complete approval information including corrosion resis- tant status.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/psil/2 (40,3 LPM/barll2) K = 4.2 GPM/p5i1/2 (60,5 LPM/barli2) K = 5.6 GPM/ps1112 (80,6 LPMIbari/2) K = 8.0 GPM/psi1/2 (115,2 LPM/barll2) Temperature Ratings Refer to Table A and B JULY, 2004 TFPI7I ESCUTCHEON PLATE SEATING SURFACE 7/16"(11,1 mm) 1/2" ** NOMINAL MAKE-IN MDT 6* flyf1 TFPI7I T_ 2-1/4" (57,2 mm) - STYLE 100r20 RECESSED SSU* ESCUTCHEON DEFLECTOR A7L (11.1 mm) T NOMINALV 7/16" MAKE-IN 2-3/16" RENCH ______ (55,6 mm) FLATS 1/2" NPT f ESCUTCHEON PLATE SEATING SURFACE 7/16" (11,1 mm) ** NOMINAL 1/2" MAKE-IN NPT SSP DEFLECTOR * H-- 2-7/8" (73,0 mm) DIA. PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3-Sealing 4- Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw "Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT Y1131) AND PENDENT (TY123 1) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT T_ 2-3/16" (55,6 mm) 1 STYLE 10or20 RECESSED SSU* ESCUTCHEON DEFLECTOR 7/16' t ZH (11, __ 1 __ mm) MAKE-IN2-3/16" IlbWRENC NOMINAL _ (55,6 mm) FLATS 1/2" NPT I SSP DEFLECTOR * H 2-7/8" (73,0 mm) DIA. PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3- Sealing 4- Bulb 6- Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw "Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TV2231) SPRINKLERS 4.2 K-FACTOR, 1/2 INCH NPT Finishes Bulb ..............Glass Sprinkler: Refer to Table A and B Compression Screw .....Bronze Recessed Escutcheon: White Coated, Deflector .......Copper/Bronze Chrome Plated, or Brass Plated Bushing (K=2.8) .......Bronze Physical Characteristics Frame .............Bronze Button .........Brass/Copper Sealing Assembly ............ Beryllium Nickel wlTeflont 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. TFPI7I SPRINKLER FINISH (See Note 8) K TYPE TEMP. I BULB LIQUID NATURAL BRASS I CHROME I PLATED IPOLYESTER WHITE LEAD COATED 5.6 PENDENT (TY3231) and UPRIGHT (TY3131) 135°F/57°C Orange 1,2, 3, 4, 5, 6,7 1,2,3,5 155'F/68'C Red 175°F/79°C Yellow 200°F/93'C Green 286°F/141°C Blue 1/2' NPT 135°F/57°C Orange 1,2,4,5 Green N/A RECESSED PENDENT (TV3231)' Figure 9 155°F/68°C Red 175°17/790C Yellow 200°F/93°C 135°F/57°C Orange 1,2, 3, 4,5 I I I 1,2,4,5 Green N/A RECESSED PENDENT (TY3231)** Figure 10 155017/680C Red 175°F179'C Yellow 200017/930C 8.0 3/4' PENDENT (TY4231) and UPRIGHT (TY4131) 135°F/57°C Orange 1,2,3,4, 5, 6,7 1,2,5 155°F/680C Red 175°F179°C Yellow 200'F193°C Green 286°F/141°C Blue NPT 135'F/57°C Green 1,2,4,5 N/A RECESSED PENDENT (TY4231)* Figure 11 155°F/680C Orange 175°F179°C Red 200°F/930C Yellow 135°F/57°C Orange 1,2,3,4,5 N/A RECESSED PENDENT (TV4231)** Figure 12 155°F168°C Red 175°F/79°C Yellow 200°F/93°C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53.428-3377). Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response 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 Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2' NPT) or Style 40 (3/4' NPT) 3/4' Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2' NPT) or Style 30 (3/4' NPT) 1/2' Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS tqCD Fire & Building IlProducts Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-B — 28,56, and 8,0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Description The Series TV-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers described in this data sheet are standard response - standard cover-age, decorative 5 mm glass bulb type spray sprinklers designed for use in light, ordinary, or extra hazard, com- mercial occupancies such as banks, hotels, shopping malls, factories, refin- eries, chemical plants, etc. The recessed version of the Series TV-B Pendent Sprinkler, where appli- cable, is intended for use in areas with a finished ceiling. It uses a two-piece Style 10(1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/2 inch (12,7 mm) of recessed adjust- ment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pen- dent position. The adjustment pro- vided by the Recessed Escutcheon re- duces the accuracy to which the fixed pipe drops 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- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- 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 fail to operate in a fire situation or cause it to operate prematurely. 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 suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temprature, 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. An intermediate level version of the Series TV-B Pendent Sprinkler can be obtained by utilizing the Series TV-B Pendent Sprinkler in combination with the Model S2 Shield. WARNINGS The Series TV-B Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TYII5I - Upright 2.8K, 112"NPT T11251 - Pendent 2.8K, 112"NPT 113151 - Upright 5.6K, 1I2"NPT 1Y3251- Pendent 5.6K, 1I2"NPT T14151 - Upright 8.0K, 314"NPT TY4251 - Pendent 8.0K, 3/4"NPT 114851 - Upright 8.0K, 112'NPT T14951 - Pendent 8.0K, 1/2"NPT Art OCTOBER, 2005 TFPI5I WRENCH FLATS TFPI 51 5, ESCUTCHEON PLATE SEATING SURFACE 2-1/4" (57,2 mm) 1-9/16" (39,7 mm) 7/16"(11,1 mm) 1/2' ** NOMINAL SSU* MAKE-IN DEFLECTOR NPT DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 - Frame 3- Sealing 4- Bulb 6- Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 STANDARD RESPONSE SERIES TY-B UPRIGHT (TYII5I) AND PENDENT (TV1251) SPRINKLERS 22K-FACTOR, 1/2 INCH NPT 7/16"(11,1 mm) STYLE 10 ** NOMINAL RECESSED SSU 1/2' MAKE-IN ESCUTCHEON NPT DEFLECTOR (11,1 OMI mm) I 7/16" NNAL I J ___________ MAKE-IN - 2-311 b (55,6 mm) J(/JNWRENCH* FLATS 2-7/8" (73.0 mm) DIA. 1/2" NPT** I RECESSED PENDENT UPRIGHT ESCUTCHEON PLATE SEATING SURFACE T- 2-31116" (55,6 mm) 1 1-1/2" (38,11 mm) SSP DEFLECTOR * PENDENT 6* 5 4 ' 2 3 1 CROSS SECTION - Frame 3- Sealing 4- Bulb 6- Deflector * Temperature rating is indicated on deflector or adjacent to 2- Button Assembly 5- Compression orifice seat on frame. Screw Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 STANDARD RESPONSE SERIES TY-B UPRIGHT (TY3151) AND PENDENT (TY3251) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT TFPI5I SPRINKLER FINISH (See Note 8) K I TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME I PLATED JPOLYESTER WHITE LEAD I COATED WAX I COATED J WAX OVER LEAD OVER 2.8 112" NPT PENDENT (TY1251) and UPRIGHT (TYII5I) 135"F/57*C Orange 1,2.3 N/A 1,2 1550F/68"C Red 175"F/79"C Yellow 200"F/93"C Green 286"F1141"C Blue 360"F/182"C Mauve 5.6 1/2" NPT PENDENT (TY3251) and UPRIGHT (TY3151) 135°F/57"C Orange 1,2,3.4,5,6,7 1,2.3.5 1,2,3,5 1,2,3,5 155°F168°C Red 175°F179°C Yellow 200°F/930C Green 286"F/141°C Blue 1",2, 30*, 5 2", 3** 50* 360"F/182°C Mauve N/A 135°F/570C Orange 1.2. 3,4, 5 I 1,2,4. 5 I I N/A RECESSED PENDENT (TV3251)0 Figure 4 155°F/68"C Red 175"F/79"C Yellow 200"F/93°C Green 286°F/141°C Blue 1.2 80 NPT PENDENT (TY4251) and UPRIGHT (TY4151) 135"F/57"C Orange 1.2,3.4. 5, 6.7 1.2,5 1,2,3.5 1,2.5 155°F1680C Red 1750 F/79"C Yellow 2000F/930C Green 286°F/141"C Blue 1",2", 3, 5" 1. 5** 3600F/182"C Mauve N/A 135"F/57"C Orange 1,2.3,4,5 N/A 1.2 RECESSED PENDENT (rY4251)* Figure 5 155"F/68"C Red 175"F/79"C Yellow 200"F/93°C Green 286"F/141°C Blue 8.0 1/2" NPT PENDENT (TY4951) and UPRIGHT (TY4851) 135°F157°C Orange 1,2. 3, 5 N/A 155°F/68°C Red 1750F179°C Yellow 200"F/93°C Green 286"F/141"C Blue 360°F/182"C Mauve NOTES: Listed by Underwriters Laboratories. Inc. (UL). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL). Approved by Factory Mutual Research Corporation (FM). Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03). Approved by the City of New York under MEA 354601-E. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3 3 7 7 ) . Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05). Where Polyester Coated, Lead Coated, Wax Coated, and Wax over Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers, are. UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated, Wax Coated, and Wax over Lead Coate d Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. 150°F166°C Maximum Ceiling Temperature. Frame and deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A, LABORATORY LISTINGS AND APPROVALS C Dimensions - Weights Size A B C (closed) Wt. (Ibs) W 1.08 2.10 3.09 .69 VI' 1.24 2.41 3.30 .94 1.49 2.75 3.80 1.76 I '/1' 1.75 2.90 4.40 2.50 1½" 1.97 3.25 4.65 3.26 2.20 3.68 5.90 5.32 Angle Valves Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 1 Product Description The Central Model F16 Bronze Angle Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model Fl 6 Bronze Angle Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F16 Bronze Angle 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-126, Class B Standards. The Central Model F16 Bronze Angle 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 F16 Bronze Angle Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non- Domestic) Bronze Angle Valves No. 27.2.0 Central Sprink No. 4.6.0 Dimensions - Weights Size A B C Wt. Lbs. W 2.05 2.60 2.09 .66 3/411 2.36 2.70 2.24 .83 1" 2.68 3.50 2.46 1.50 l/4" 3.08 3.85 2.85 2.13 1W' 3.46 4.30 3.22 3.06 211 4.00 1 5.10 3.43 4.88 Globe Valves Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 on Product Description The Central Model F15 Soft Seat Bronze Globe Valves are designed• for general service as shut-off, throttling, or drain valves. The Central Model F15 Soft Seat Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model Fl 5 Soft Seat Bronze Globe Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F15 Soft Seat Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model Fl 5 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 No. 27-1.0 Central Sprink No. 4.50 Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A-126-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 1 Stem Brass ASTM B-16 3-Way Globe Valves 1/4 Inch 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 Fl 7 3-Way Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F17 3-Way Bronze Globe Valves are of cast bronze construction in strict accordance with ASTM 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 MODEL 7000 The AGF Manufacturing Inc. Model 7000 is a UL Listed/FM Approved Relief Valve Designed Specifically For Fire Sprinkler Systems, It Relieves Excess System Pressure Caused By Surges Or Temperature Changes. The Model 7000 Complies With The Requirements of NFPA-13 That Stipulates A Pressure Relief Valve Be Installed On All Gridded Systems And Downstream Of All Pressure Reducing Valves. The Model 7000 Is Included With Our TESTANDRAIN Model 1011, 10111 and 3011 Inspector's Test Valves. (2' Iii Listed Pressure Relief Valve EX 4533 (N) MI V d o UL Listed And FM Approved. O Bronze Body With Stainless Steel Spring. O Integral Flushing Handle To Remove Debris Causing Leaks Through Valve Seat And Disc. 0 1/2n IPT Inlet And Outlet. 0 Factory Set At 175 PSI.* 0 165 PSI Through 205 PSI Available for Special Applications With Other Settings Available.* * Note: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. 0'tout New AUto 40 Visit us 3 5/4 on the Internet 82.84mm The AGF Manufacturing, Inc. provides many different products to address a variety ofjob conditions. Please contact our office for advice and products modified to solve specific job conditions. Call Our Office For New Product Information. Thank You For Using Our Products. AGF MANUFACTURING INC. 100 Quaker Lane MADE IN UAA. Malvern, PA 19355 USA Telephone: (610) 240.4900 Fax; (610) 240-4906 9/01 www.testandrain.com JOB NAME: - ARCHITECT:- ENGINEER: - CONTRACTOR: 1pssllaadpng.. : Size case-3W.helglfl4W Case: Drawn bisis, polish finish Ring: Drawn b,m friction. polish finish Window: Flat glus Pointer: Brass, black Dial: BT$UPItebSCbjI0Und with black m&rMngs Mosoment: ban precIaloi - Bowdon tube: Phosphor bronze. Connection: 'hANPTLMbrau •. Rang.: Water 9aug.4XO psig ACcuracy: Accuracy atmazdmwn hidltutsdpmssur.ls ±3%Ofthalpr.Uw* (applistito flofl4etsrd CL %% ' . ' •• •. Ordednglaftmudam Th5ISflStI!lk5SilOWWUtIUIL Listed by UndsvwrItsrs' Picas. specify; e,pr..sornØ'diidIng,but toii • I er. , Type lair orw.terl not Um1uth*knPli5dvVr provsbY FsctOiyMüius Quantity Rssssrch Corporation. • . 1Ibatgsforip.tticuIarPUIPOS except ssprse'iv stand lfl • ssH.?.uláe contract crisis. acegevnsfltfOfl Dimensions (inches) Nom. Size A B C Bore Size (D) Y41.1.65 1 1.50 3.31 0.320 ½" 1.90 1.60 3.31 0.396 3/4' 2.20 1.70 3.31 0.591 2.64 2.01 4.65 0.787 1W' 3.00 2.17 4.65 1.050 1W' 3.35 12.60 5.28 1.260 3.82 2.80 5.28 1.500 Ball Valves Standard Port 150 PSI Saturated Steam 400 W.O.G. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F19 Ball Valves are recommended primarily for shut- off service or throttling flow where desired. Central Ball Valves are of high-quality construction and are rated at 150 psi with saturated steam, 400 psi with water, oil or gas, non- shock, well in excess of normal operating requirements in fire protection service. The Central Model F19 Ball Valves are constructed of forged brass which ensures that there are no pin holes which may occur in alternate processes. A large port size ensures good flow characteristics. Teflon* seats ensure smooth operation under normal operating conditions. Each Ball Valve is tested twice with air under water to assure consistent quality. Central Ball Valves include a vinyl covered handle for a comfortable, smooth grip. (Mfg. Source: Non- Domestic) Ball Valves Teflon is a trademark of the DuPont Corp. No. 27.4.0 Central Sprink No. 4-8.0 tqCU /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800)791-5500 Grinnell Grooved Fire Protection Products Fire Protection Submittal Sheet Listing and Approval Information I ) Page 1 October, 2005 TPPI800 TFPI800 Figure NTlI Size Inches Nominal Size mm Pipe Schedule Rated Pressure (iis1-UL,111.CFM;BarLP and VdSI ® dl \ F 705 0 11/4,11/2,2 42.4,48.3,60.3 Sch 5, ID, WST 175 175 175 - - 11/4, 11h4 2,21/2 42A, 48.3,60.3,73.0 5th 10, Sch 40 300 300 300 - - 3,4,5,6,8 88.9,114.3,141.3,168.3,219.1 Sch lo, Sch 40 300 300 300 - - 10,12 273.0,323.9 Sch 10,Sch40 250 250 250 - - 11/4, 11/2,2,21/2,3 42A, 48.3,60.3,73.0,88.9 MF 300 300 300 - - 4 114.3 MF - - 300 - - 11/4, 1'h, 2,21/2,3,4 42.4,48.3,60.3,73.0,88.9,114.3 OF 300 300 300 - - 11/4,11/2,2,21/2,3,4 42A, 48.3,60.3,73.0,88.9,114.3 FLF 300 300 - - - 11/2,2,21/2,3,4 48.3,60.3,73.0,88.9,114.3 FF 300 300 300 - - 1,1114,11h,2 33.7,42.4,48.3,60.3 MLT,EZI 300 300 300 - - 3 889 Fl 300 300 300 4 114.3 EZ 250 250 300 - - 6 1683 EZ 250 250 175 - i'/, 1'/2, 2 42.4,48.3,60.3 BIT, DT, IL, Gal 7, Gal Flo 300 300 300 - - 11/4,11/2,2 42.4,48.3,60.3 GL MIT, M1 SI, WLS 300 300 - - - 11/4, 11/2,2 42.4,48.3,60.3 UE - - 175 - - 76.1,165.1 851387 300 300 300 - - 42.4,48.3,60.3,76.1,88.9,114.3 B81387, ISO 4200 - - - 16 20 139.7 BSI 387, ISO 4200 - - - 16 - 165.1 BS1387, ISO 4200 - - - - 20 168.3.219.1 ISO 4200 - - - 16 20 108.0,133.0,159.0 ISO 4200 300 - 300 - - 216.3 AS 03452 300 - 300 - - Figure 707 11/2,2,21/2 48.3,60.3,73.0 Sch 5, UE,WST 175 1 175 1 175 - - 11/2, 2,21h, 3,4,5 48.3,60.3,73.0,88.9,114.3,141.3 Sth 10 450 450 450 - - 6,8,10,12 168.3,219.1,273.0,323.9 Sch 10 450 450 450 - - 11/2,2,21/2,3,4,5 48.3,60.3,73.0,88.9,114.3,141.3 Sch 40 500 500 500 - - 6,8,10,12 168.3,219.1,213.0,323.9 Sch 40 500 500 500 - - V/a, 2,21/2,3,4 48.3,60.3,73.0. 8&9.114.3 ME, OF, FF, SF, STF 300 300 300 - - 60.3 EZI 300 - - - - 88.9 EZ 300 300 300 - - 4 114.3 EZ 250 250 300 - - 168.3 EZ 250 250 175 - - 11/1.2,21/2,3 48.3,60.3,73.0,88.9 XL 300 300 300 - - li/a, 2 48.3,60.3 GL MI, MIT, TI. 300 300 300 - - 11/2,2 48.3,60.3 Gall, Gal Flo 300 300 300 - 11/2,2 48.3,60.3 BIT, DI - - 300 - - 14,16 355.6,406.4 Sch 30 300 - - - - 18,20 457.2,508.0 Sch 30 200 - - - - 24 610.0 Sch 20 250 - - - - 76.1,165.1 BS1387, ISO 4200 300 - 300 - 20 48.3,60.3,88.9,114.3,168.3 B51387, ISO 4200 - - - - 20 219.1,273.0,323.9 IS04200 - - 16 20 .... " Figure 71 2 60.3 Sch 5,ID,UE,WST 175 175 175 - - 2,21/2,3,4,5 60.3,73.0,88.9,114.3,141.3 Sch lo, Sch 40 250 250 250 - - 6,8 168.3,219.1 Sch 10, Sch 40 250 250 250 - - 10,12 273.0,323.9 Sch 40 250 250 250 - - 2 60.3 BIT, OT, Err, FF, GL, LS 250 250 250 - - 2 60.3 M1 MIT, IL, WLS, XL 250 250 250 - - 2 60.3 Gal 7, Gal Flo 250 250 250 - - 2 60.3 MF, FF - - 250 - - 2,21/2,3,4 603 730 889 1143 OF FF MF SF 250 250 250 - - 3,4 88.9,114.3 EZ 250 250 250 - - 6 168.3 EZ 250 250 175 - - 2,3,4 60.3,88.9,114.3 STE 250 250 250 - - 21/2,3 73.0,88.9 XL 250 250 250 - - Figure 71 PN16 60.3,76.1, 88.9,114.3,168.3 8S1387, ISO 4200 250 - 250 16 1 20 139.7 BS1387, ISO 4200 250 - 250 16 - 165.1 8S1387, ISO 4200 250 - 250 - 20 219.1273,0 11504200 250 - 250 - 20 323.9 1 ISO 4200 250 - 250 - 16 1t TFPI800 Figure 9 Nominal Size Inches Nominal Size mm Pipe Schedule Rated Pressure Figure 772 Patented 11/4, 11/2,2 42.4.48.3,60.3 Sch 5.10 yE, WST Jz...1 175 175 .2k. ...... 11/4 42.4 Sch 10, Sch40 300 300 300 - - 11/2,2.21/2,3,4 48.3,60.3,73.0,88.9,114.3 Sth10,Sc140 500 500 500 - - 5,6 141.3,168,3 Sch10 300 300 300 - - 8 219.1 Sch10 400 400 400 - - 5 141.3 Sch40 300 300 300 - - 6 168.3 Sth40 400 400 400 - - 8 219.1 Sch40 450 450 450 - 10,12 273.0,323.9 S010,Sch4D 250 250 250 11I4, 11/2, 2,21h, 3 42.4,48.3,60.3,73.0,88.9 MF 300 300 300 - - 4 114.3 EZ.MF 250 250 300 - - 3 88.9 EZ 300 300 300 - - 6 168.3 EZ 250 250 11/2, 2, 21/2,3,4 48.160.3,73.0, 88.9,114.3 DF, 8fF 300 300 1 300 1114,1V2,2,21/2,3 42.4,48.160.3,73.0,88.9 FI.F 300 300 4 114.3 Fl! 250 250 - 11/2,2.21h. 3 48.3,60.3,7&0, 8&9. FF 300 300 300 - - 4 114.3 FF 250 250 300 - - 11h, 11/2, 2 42.4.48.3,60.3 EZI, PM, MIT, WLS 300 300 300 - - 1V4, 1V; 2 42A, 4B.3,60.3 OL, Gal 7, Gal Flo 300 300 300 - - 11/42 48.3,603 BIT, DI 300 300 300 11/2,2 48.3,60.3 11)11 300 300 - - 76.1,165.1 BS1387 300 300 300 - - 42.4, 48.3, 60.3, 76.1,8&% 114.3 BS1387 1804200 - - - 16 20 139.7 B81387,lS04200 - - - 16 - 165.1 BS13B7, ISO 4200 - - - - 20 168.3,219.1,213.0,323.9 1S04200 - - - jj1 20 O Figure 716 2X11I2,21/2X2,3X2 60.3x4&3,73.0x60.3,88.9x60.3 Sch5 175 175 175 - - 3X21/2,4X2,4X2112 88.9x73.0,114.3x60.3,114.3x73.0 Sch5 175 175 115 - - 20/2,21/20,W 60.3 x 48.3,73.0 x 60.3, 88.9x60.3 5th 10, Sch40 350 350 350 - - 3X21/2,4X2,4X2V2 88.9x73.0, 114.3x60.3, 114.3x73.0 5th 10, Sch40 350 350 350 - - 4x3,5x4 114.3x88.9,141.3,114.3 Schlo,Sch40 350 350 300 - 6x4,6x5 168.3x114.3x1638.3x141.3 Sch10,Sch40 350 350 300 - - 8x6 219.1 x168.3 Sch40 350 350 300 - - 2X1V2,21/2X2,3X2 60.3x48.173.0x60.3,88.9x60.3 DF,EZ1 FF, GL, MF 300 300 300 - - 2 x 1'/2, 2'I2X2, 3x2 60.3x48.3,73.0x60.3, 88.9x60.3 MT, MIT, SF, ST ,F 300 300 300 - - 4x2 114.3x60.3 OF, GL, MF 300 300 300 - - 4x2 1143x60.3 MT, MU, SF, STF,TL . 300 300 300 - - 3x2'/2,4x2V2,4x3 88.9x73.0, 114.3x73.0, 114.3x88.9 OF, MF, SF 300 300 300 - - 4x21/;4x3 113x73.0,114.3x8&9 FF, STF 300 300 300 - - 5x4,6x4 141.3x114.3,168.3x114.3 OF, FF, SF, S11 300 300 300 - - 3X2,3X2'/2 88.9x60.188.9x73.O EZ 300 300 300 - - 2x11/2 60.3x48.3 Gal 7, Gal Ro 300 300 300 - - 60.3x48.3,73.0x60.3,88.9x60.3 881387,1S04200 300 - 300 16 21) 88.9x76.1,114.3x60.1114.3x76.1 BS1387, ISO 4200 300 - 300 16 1 20 114.308.9 BS1387lS04200 300 - 300 16 20 168.3x114.3,219.1 x168.3 1S04200 300 - 300 16 20 139.7x114.3 851387, ISO 4200 300 - 300 16 - 165.1x114.3 8S13871S04200 300 - 300 - 20 -•- ., 40-5. 11/4, 11/2,2X',¼/4, 1 42.4, 48.3,60.3 x 21A 26.7, 33.7 Sch 5, 5th 10, 8th 40 175 175 175 - - 11/4, i'll, 2X'/2, 1 42.4,48.3, 60.3x21,3, 26.7,33.7 BIT, OF, DI, GLIS, MF 175 175 1 175 - - 11Il,11/2,2X'/3I4,1 42.4,4&3,60.3x21.3,26.7,33.7 175 175 1 175 - - 11/4,11/2,2x1Iz,3/4,1 42A,48.3,60.3x21.3,26.7,33.7 - Gal 7, Gal Flo 175 175 175 - - 11/4,11/2 x 1h, 3h, 1 42.4, 48.3x21.3, 26.7,33.7 EZT 175 175 175 11hx1I,/, 1 48.3x21.3, 26.7, 33.7 FF 175 1 175 175 - 21/2X1/2, /4,1 73.0x21.3, 26.7,33.7 8th 10, Sch40 175 175 2'/2X V2,3/4,1 -Figure 73.ox21.3,26.7,33.7 OF, MF, STE. XI 175 175 t175 - 1/z, 2X'/,2 /4,1 48.3,60.3x 21.3,26.7,33.7 STE 175 175 Figure 40-5 Straps are UL and ULC Listed and FM Approved with NPT and ISO threaded outlets as specified in the chart. Ic TFPISOO Figure Nominal Size Cs Nominal Size mm Pipe Schedule Rated Pressure and Yi .f 0." Figure 577 1-1/4,1-1/2,2 42.4,48.3,60.3 FLFMF, XL, GL,10,40, CT, DF,TL, 300 300 300 - - 2-1/2,3,4 73.0,88.9,114.3 FLF,MF,DF 300 300 300 - - 2-1/2,3 73.0,88.9 FF, XL 300 300 300 - 1-1/4,1-1/2,2, 2-1/2,3,4,6,8 42.4,48.3,60.3,73.0,88.9 ,114.3, 168.3,219.1 10 300 300 300 1-1/4,1-1/2,2, 2-1/2,3,4,6 42.4,48.3,60.3,73.0,88.9,114.3, 168.3 40 300 300 300 1,1-1/4,1-1/2,2 33.7,42.4,48.3,60.3 5 1751 1751 175 - - 3,4,6 88.9,114.3,168.3 EZF 300 300 300 - - 11/4 42.4 EZT 300 300 300 - - 1-1/2,2 48.3,60.3 EZI FF 300 300 300 - - 1-1/2,2,2-1/2,3,4 48.3,60.3,73.0,88.9,114.3 STF 300 300 300 - - 4 114.3 STF 250 250 250 - 8 219.1 0.188 in. wall 300 300 300 1 ________________ 33.7 10, 40, XL, IL, OF, BIT, DL, DI, MI, WLS, WST, 6L, MIT, Eli; Er, EL 5, B51387M, ISO 4200 300 300 300 5 _________________________ 141.3 10 300 300 300 5 141.3 40 300 300 1 300 - - 76.1mm, 165mm BS1387M, ISO 4200 300 1 300 139.7mm ISO 4200 300 300 1,1-1/4,1-1/2,2,3,4 33.7,42.4,48.3,60.3, BU, 114.3 831387M, ISO 4200 - 20 bar 76.1,165.1 B51 387M, ISO 4200 20 bar 6,8 168.3,219.1 IS04200 20 bar 1,1-1/4,1-1/2,2,3, 4,6,8 33.7,42.4,48.3,60.3,88.9,114.3, 168.3,219.1 1504200 16 bar 76.1,139.7 ISO 4200 16 bar, t Pipe Schedule Key STF - Steady Flow Listed/Approved steel sprinkler pipe manu- factured by AMS Tube Corp. BLT - Black Light Wall Threadable Listed/Approved steel sprin- kler pipe manufactured by Allied Tube and Conduit. DF - Dyna-Flow Listed/Approved steel sprinkler pipe manufac- tured by Allied Tube and Conduit. DT - Dyna-Thread Listed/Approved steel sprinkler pipe manu- factured by Allied Tube and Conduit. SF - Super-Flow Listed/Approved steel sprinkler pipe manu- factured by Allied Tube and Conduit. XL - Extra Light Weight Listed/Approved steel sprinkler pipe manufactured by Allied Tube and Conduit. UE - Ultra-Eddy Listed/Approved steel sprinkler pipe manufac- tured by Bull Moose Tube Company. TL - TL Listed/Approved steel sprinkler pipe manufactured by Central Grooved Piping Products. LS - Listed/Approved steel sprinkler pipe manufactured by Century Tube Corporation. ID - IDOD Listed/Approved steel sprinkler pipe manufactured by IDOD Systems. GAL-FLO - Listed/Approved steel sprinkler pipe manufactured by IDOD Systems. GAL-7 - Listed/Approved steel sprinkler pipe manufactured by IDOD Systems. EZ - EZ-Flow Listed/Approved steel sprinkler pipe manufac- tured by Northwest Pipe and Casting Company. FLF - Fire Line Flow Listed/Approved steel sprinkler pipe man- ufactured by Western International Forest Products. MF - Mega Flow Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. MIT - Mega Light Listed/Approved steel sprinkler pipe manu- factured by Wheatland Tube Company. MT - Mega Thread Listed/Approved steel sprinkler pipe manu- factured by Wheatland Tube Company. SL - Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. WLS - WLS Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. WST - WST Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. GL - GL Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. EZT - EZ Thread Listed/Approved steel sprinkler pipe manu- factured by Youngstown Tube Company. FF - Fire-Flo Listed/Approved steel sprinkler pipe manufac- tured by Youngstown Tube Company. 5. - Schedule 5 steel sprinkler pipe 10- Schedule 10 steel sprinkler pipe 20- Schedule 20 steel sprinkler pipe 30- Schedule 30 steel sprinkler pipe 40- Schedule 40 steel sprinkler pipe BS1387m - British Standard Medium Listed/Approved steel sprinkler tube. lS04200 - ISO Standard Listed/Approved steel sprinkler tube. JIS G3452 - Japanese International Standard Note: Cut and roll grooved references are for pipe runs and also grooved outlets. IY TFPISOO Figure 501 45° Elbow Figure 510 - 4 90° Elbow Figure 501S 450 Elbow Figure Nominal Size Inches Nominal Size mm Rated Pressure (psi-UL,uLC,FM; Bar LPCB and VdS) Figure 501 111/4,111/2, 2,3.4 42A, 48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 21/2,5 73.0,141.3 300 300 300 - - 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 510 11/4,11/2,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 21/2,5 73.0,141.3 300 300 300 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 519 11/4,11/2,2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 21/2,5 73.0,141.3 300 300 300 - 76.1 300 300 300 16 20 ___________ 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 2'/2,5 73.0,141.3 300 300 300 - - 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 510S 2,3,4,6,8 60.3,88.9,114.31168.3,219.1 300 300 300 16 20 2'/2,5 73.0,141.3 300 300 300 - - ___________ 76.1 300 300 300 16 1 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 519S 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 21h, 5 73.0,141.3 300 300 300 - - ______ 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 5100E 21h, 3,4,5 73.0,88.9, 114.3,141.3 1 300 300 300 6,8 168.3,219.1 1 300 300 300 - - Figure 519S T Tee Figure 519S Tee Figure 511 Drain Elb Figure Nominal Size Inches Nominal Size mm Rated Pressure (psi-UL,IJLC,FM; Bar LPCB and VdS) Figure 501 11/4, 1'h, 2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 21/2.5 73.0,141.3 300 300 300 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 510 11/4,11/2, 2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 1 16 20 21/2,5 73.0,141.3 300 300 300 - - 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 519 11/4, 11h, 2,3,4 42.4,48.3,60.3,88.9,114.3 300 300 300 16 20 6,8 168.3,219.1 300 300 300 16 20 21/2,5 73.0,141.3 300 300 300 - - 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 21/2,5 73.0,141.3 300 300 300 - ___________ - 501S 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 510S 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 21/2,5 73.0,141.3 300 300 300 - - ___________ 76.1 300 300 300 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 2,3,4,6,8 60.3,88.9,114.3,168.3,219.1 300 300 300 16 20 21/2,5 73.0,141.3 300 300 300 - - 519S ___________ 76.1 - 300 - 300 - 300 - 16 20 139.7 300 300 300 16 - 165.1 300 300 300 - 20 Figure 510DE 2½, 3,4,5 73.0,88.9,114.3,141.3 300 300 300 6,8 168.3, 219.1 300 300 300 - El TFPI800 Figure 501 45 Elbow Figure 510 900 Elbow Figure 501S 450 Elbow DynamThread 0 Full Line Sch-40 Replacement DynaThreada offers the life expectancy of Sch4O with superior hydraulics and greater value Dyna-Thread 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's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used. in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. @ <~> 9 Listed Approved Listed With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CR.R) 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 and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit. Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. More wall thickness at the thread (CR.R= 1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-Thread 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 is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch40 is specified. Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA- 13. All sizes of Super 40/Dyna- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler-systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Specifications NPS Nominal I.D. Wt. Wt. (H20 Filled) PcW WIII.ift (21') WtlLift (24') WIILIIt (25' In; mm In; mm Lbs/Ft Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg V 1.080 1.330 1.75 70 1955 2234 232 25 27.4 2.0 2.60 70 887 1013 105 11/4" 1.408 1.870 2.54 51 2002 2288 2384- 32 35.8 2.8 3.78 51 908 1038 108 11/2" 1.639 2.290 3.22 44 2115 2418 251I 40 41.6 3.4 4.79 44 959 1097 114. 2' 2.104 3.050 4.57 30 1921 2196 228 50 53.4 4.5 6.80 30 871 996 103 tqCu/Flow Control c;:) allied 16100 S. Lathrop { Harvey, IL 60426 11350 Norcom Rd. { Philadelphia, PA 19154 TUBE & CONDUIT 2525 N. 27th Ave. { Phoenix, AZ 85009 Customer Service: (800) 882-5543 Fax 708-339-1806 PRO Dyna-Flow® High Strength Steel Pipe The original high-strength IIghtwall sprinkler pipe with hydraulics superior to Schedule-IC. Dyna-Flow pipe is the "original" high- strength lightwall sprinkler pipe. Dyna- Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule-10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. With an inside diameter of up to 11% larger than Schedule-40 and up to 7% larger than Schedule- 10, Dyna-Flow pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, 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 Hydraulic Data Tables." Specifications NPS Nominal J.D. WI. WI. (1,120 Filled) Pcs/ WVLift (21') WtiLlft (24') 01111(25.) In; mm In; mm Lbs/Fl; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1' 1.191 0.830 1.31 91 1,586 1,812 1,888 25 30.3 1.2 1.95 91 719 822 856 11/4' 1.536 1.059 1.87 61 1,356 1,550 1,615 32 39.0 1.6 2.78 61 615 703 733 1½' 1.728 1.667 2.71 61 2,135 2,440 2,542 40 43.9 2.5 4.03 61 968 1107 1153 20 2.203 2.104 3.79 37 1,634 1,868 1,946 50 56.0 3.1 5.64 37 741 847 883 21h' 2.703 2.564 5.10 30 1,615 1,846 1,923 65 68.7 3.8 Z59 30 733 837 872 3.314 3.387 7.18 19 1,351 1,544 1,608 80 84.2 5.0 10.69 19 613 700 729 4.310 4.473 10.86 19 1,784 2,039 2,124 90 109.5 6.7 16.16 19 809 925 963 Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable. The black coating acts as an excellent primer and 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. There is no special process or equipment needed for fabrication and installation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Dyna-Flow/Super Flo pipe is manufac- tured to meet ASTM A-795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyne, Flow/Super Flo are UL Listed, FM Approved and ULC Listed. @ <~> 9 Listed Approved Listed Dyna-Flow/Super Flo is UL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna- Flow/Super Flo is now available "hot- dip" galvanized and has been specifically approved by FM for dry systems uses. 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. 1k • 16100 S. Lathrop' Harvey, IL 60426 Customer Service: ) I tLICfl/Flow Control ied 11350 Norcom Rd. 'Philadelphia, PA 19154 (800) 882-5543 TUBE & CONDUIT 2525 N. 27th Ave. Phoenix, AZ 85009 Fax 708-339-1806 S2-3 ANSI B16.3 entral Grooved Piping Producte, kic a subsidiary of Lis" aptica Central Ductile Iron threaded. fittings conform to ANSI B16.3 and are higher In strength and more con'osion resistant than cast iron fittings. The additional strength Is provided by the ductile properties making up the tiding. This is accomplished by adding magnesium while the Iron Is being poured into its final cast shape. This provides an advantage as the fittings are not as susceptible to leaks or cracking and they are also lighter than standard cast iron. Caution: k.tsII.m who have not used ductile Iron thr.ad.dflftioge before should be Instruoted that the fitting Is stronger than ths, pip and overatightening thoflWng can cleats leaks and cause damag, to pipe threads. In general there 1$ about on..half a turn difference between cast lronand dUctile hon fittings. Apply Teflon tape or high quality pipe joint compound on the pipe threads and tighten two to three turns beyond hand tight, If you are using an automatic mike.. on machine, please exercise caution In sitting your machiflsto the proper parameters prior to tightening fittings onto the male. pipe threads. Technical Modek 811, 812,813,814,815,816,. 817, 818, 820 825k 8258, 821,830,719 Style: Elbows. Tees, unions, Cape, Extension Pieces, Bushings, Couplings and Plugs Wrench: Standard Pipe Wrench Thread: N.P.T. Material: Ductile Won Maximum Working Pressure: 300 psi Weight See Chart ronIs Approvals: U.L, U.LC.. F.M. (See anbaI*cevsd subm sheettcrxacf LJaUnfAppmvat ktfonnafIon.) Apply Teflon tape Cr high quality pipe Joint compound on the pipe threads and tighten two to three bans beyond hand tight : . ....:.. ...: 4. : 181u A B C 0 PM9Lbs.y. WL g 1.X 1/ 1'/i. Is/m; 3/. 'I. 86342 .33 160 I X 112 ll. 1'!. '1. hlli. 86210 .44 110 goo R.duchigEbow- me" MI. 450 Modulll3 a0 Elbow. MuduL '14 1'!. 811 -- I he 85206 .25 240 rr •1 'i. 11/4 13/ti lid 86205 .40 120 13/4 115/16 1'It. 181m 86202 86201 .95 1.24 40 30 i 8VEIbow [2112 211. j114 86203 1.74 20 1 . Modst$11 2/22"/*1'/ta86204328 10 -'-'--- ix'!. 1114 * Vs 0Ri .1.J /4 x l. Elbow 1114 x i Now SIZ 111iX/a l'/a* I 11laXVI.11'4 2 * l. J 2x1 2 x 1'l. i 21!. x 2 I!. IT!,. a/i. 71. Imall .53 90 161011% 3/. '3/i. 86212 64 75 17/,ml 13/. 314 - IVi. 86213 .75 60 i TT 8i1 IVa 11s 'I. 13I14 86221 .95 45 13/. 111/1, 1h 1'!. 86215 .89 40 11!. 1'!. 13/i, 86216 1.14 35 13/. 1/,. 14 1'!. 30 1'!. 23/i, 2 13/. 86217 M3.0.1 86218 25 2 2'lti 1114 13/i. 88220 20 2'I. 2/. 111. ills 86262157 t - L !! i 114 31, 95790 .22 850 3/. 1 'It. 86781 .33 150 I jl/, 13/16 86280 .48 90 1'!. 151. 'I. 86281 .73 50 IVa I"li. lilt. 86 .93 35 2 1"M"li. 882831.55 18 2114 1 j 1 SBM 1 2.70 12 Tas.Modul814 S. --- A B .Prt#(lbs.}ay. 114 I• '4. 66340 . .33 150 1. 13/i. '1. 86341 .60 90 j 1112 13/i. 86230 .85 60 13/. 13/. I/i. 16231 1.30 35 1114 1 1014 121i. 86232 1.53 24 2 23/. 11/a 86233 2.63 12 2'!. 2"li. - 13/ia - 56284 __- 456 - 8 - rr Fm-rAW1 iP3~1 1 - ________UUCVII 699 T96- N66tI - - - MQd$( 915 - - - - WLBoz 94* 'l.x'Ia is/. 13/a 1'l, 3/. 1. ".1,. I SMS AS - 96 3/X /431 I 1'!i. - 1'!, - 1'!. - 3/. - - "/i. - 86755 - .68 -- 05 I X I I'!. 1l. IV, Wi. Ills 1 13/4 1 66266 .70 55 I x '4* Va 13/4 1'1* 13/. 3/i. !. I wal. 86756 .63 80 I x 'l.x 4 I'!. 15I4 I!i. i'!,. /, I '1. 86757 sBI 65 1X'l.Xl 1'I,66237 775$ 1'/. 111413/. */a OW 66 65 I x I z 3/a 1'!. - 1/.. - 1'!,. - 'l,. - "I,. - '14 88289 .73 - 60 - lXlx % Ik I x *11/. !si 1"l 1'li. I I 'I. 86240 .97 45 1*1*1'!a Wi. - IQ/,"1' -!. - IV. - 1'!, - 'I. - 86241 - 1.14 - 35 Ii!. xl * 'I, Wi. 1114 1,!. J. "Is 1 6642 .81 50 I'!. x *3/. 1/i. 1% 1'!. '1. "lu I'll,j 86243 .90 I 50 1'l.,ilxl 1'/a,-VhI'Vi - - 3/- .3/i.1 - - 86244 - t03 - 45 13/. x * 11b 1,. 101 1'la IVi. I 1'1,. 86245 1.10 40 iV.xlxl'k 1 US 30 11/4 xl'!, x 1 17j Igh 5 t il/i, I 86$47, .87 45 1V4X IV* X3/4 86248 .96 44 IV4 xli!. x 13/i,. 13/ 1111,. 114 'I. 1 1 86249 1.10 40 ¶?41P/, 134, jt. 111,. 1.50 30 11/4 x 13/. *2 á i. 7 I 86251 24 Vi. iTt. t 40 IV. X1 X E I'l. I'!. 40 ' . 111.1 0264 30 13/a *1 *11/. '3/u. IWi 1W. 1'4s 1'!. lVial 86255 t62 1/i x 1'!. X'la l'Iis Pit. l th 13/i I saw I-03-_40 13/i Z IV z x 13/s *3/4 - 11 -86258. 1.10 40 1'!. *11/. *1 VI. 1'lii 1Ii. '1. 71. I 1'!. 86289 1.311 30 11/2 *11/. *2 7 21hj T 111he 411114.1 OW . r 1'hxl'hx'l 1 1'41Wi. 1'h I Opi 1.141ir. 1'h*lVa*'l. 11/a 11141114 Vs IV, Isfiel 86W 36 1.23.1 I'!. xl'!. *1 1'!. 1'!. 113/,. TI. 'I, 1/..1.381.30 i'/a *13/i X .1'!. ;; i?Z Ill.i 862641.60 1 30 I'!. xl'Ia*2 3/, 2 Jilin 171is 1'144 2.00. 20 2x1x2 4 2 121/6 11% 13/. 1'!. 86266 2.18 15 2 * 1'!. *2 1. 2' !.2'!. 1'!. 1'I. 1'!. 86267 2.31 15 2xl'hx'h - 1/a 1'!. - 1'/. - '.1. - "Ii. - 1'Ii. - 80288 - 1.50 - 30 -- 2*1114*3/. • 114 jll/i, '/. 3/. 1'!, 69 86 1.61 25 2 x 1112*1 Wi Ishl 2 11 'I, 1!/i. 86270 1.65 20 2x1'hxl'h he IN20/mIlgim 18he IT/is $6272. 203 20 2*11/.x 2 21!. 2'!. 211. I 1'!. 1/1. 7W. 88273 2.37 15 2*2* '/ Ii F. 1'!. 1,!. / 34 15/is 86233 1.50 30 Zx2x4 'I. 1'!. 1.67 20 2*2*1 • i - - 7 - T - - - 86224 - 1.81 - 2*2*13/. 13/. 13/. 2'!. 11!. 1'!. 1'!. 86225 2.05. 2*2*111. NO TT141tk11k862262.fl 2*2 x 21lz J2'hx2x8l. 13413423/ta'!. V,74 2 AB P.vt*1WruncJ4$r. I lox $. I x 'lx "ha 'Ia 88228 { i'iJ 1'!, 9."2=W 1 iio R.dudng CoupS, Mod.I 816 A B C 0 PutS Qr. 1'I4 1314 1 1. I'li, ji#t 86205 1.59 25 1'!2 1"!, 1'h. 86286 t89 20 2 2I4 1Va 1'I86217 2.9310 i'ia 1'x I ij. 1,1,. S'l. 88289 t25 30 1I2 x xl i 124 1. . Mn t48 24 *1 xl 2 104 V Iyumm _ o Rio, U L1Itift__IJ $bukiit CoiuIhu - Msd 81$ I Is.LA B - PutS - WrsnchØ&Q. I'!' 124 i. 12779 1'!,.18 360 p rr i'is 'Win 72778 1I. .26 200 rir ,,. . . 110 2 fin 727" 2 .54 1 75 [i 2'Ii 24 72753 Z'14 .71 60 I•i 2'!. 1'I. 72752 a'i. 1.15 30 rh 3 1% 172M 3'!. 2.2918 IIL4fJ %2 2m, 'I..66 80 1.08 Ills van A35 2'!. 1'!i. 86278 2 3'!. 1'!. 56279 3.16 Iris. .M.d.I13o iiLt 5,iss S.40uclis kin thon Cap- Rio" 620 - On - A - PutS p wt (lbs.) - an Qly. 24 24 72776 .15 500 .1' 1 72771 22 300 I 1'Ii. 72824 .33 180 i'i. 1'!,. 72756 .54 110 11h 1'!. 72825 .68 80 2 1'!. 72823 .96 45 21Ia W. 12625 1.80 25 $1s., A PattI I-OWNGAY. WLBoz '4 2 10 500 93 .18 300 200 - - 110 116 l'li. 86296 O' 80 2 124 86257 .90 Duchis kin Ph... Mcd719 $3. A P.46 Vft (ml.) Z I VaxiW 17. 72751 2v 500 'lax 2 72980 250 149 1%, IN, 72981 .22 250 11ax2 1 2 2 .31 200 Iris, I .08 I - 'lxxi 7 800 Iv, • 1'!. 72827 10 480 xl'Ia 1'Ia 72828 490 '1ax2 2 22445 .18 250 '12W 2244.5_ .... Ouch. kifl Plup -Model 719 3 :-- . . .•::. :-.•,. . .... . .,. . ........... 1/2 THRU 2NCt1PlPE 2 112ThRU 8. INCH PIPE 91. INCORPORATD. CORONA ,-.PA (9o9p37-556 Size Range— 1/2thru.8 inch pipe. •. Material— Carbon Steel, Mit. Galvanized-to G-90 specifications. . . ... . Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permlts.hanger adjustment after lnstllatlon. . . . •: . . Features . . ... (1/2 thru 2 inch). Flared edges ease installation for all pipe types :and..prOtect CPVC plastic pipe from abrasion. Captured design .-keeps. adjusting nut from. . separating with hanger. Manger is easily installed around pipe. . . . (2-1/2 thru S. inch) Spring tension on nut holds it securelyin hanger before installation. Adjustlng.nutis. easily removed. . . Approvals.— Underwriters' Laboratories Listed (1)" . thru 8") in the. U.S. (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 .Ternpjijre- 650°F. Finish - Mu. Galvanized, for Stainless Steel materials' order Tolco'Fig.,200WON. vraery— rugure numoer and pipe size. . . PIPE ROD SIZE A B MAX.REC. APPROX. SIZE INCH . METRICS. . . LOAD LBS. WTIIOO 1/2 3/8 . . 8mm or 10mm 3-/9 2-5/8 40 • 11 . . 3/4 318 8mm or 10mm 3-1/8 2-1/2 .400 . 11 1 3/8 . 8mm or 10mm 3-3/8 2-5/8 . 400 12 1-114 3/8 .. 8mm or 10mm 3-3/4 .2-7/8 40 13 1-1/2 3/8 8mm or 10mm . 3-7/8 .• 2-7/8 400 14 2 3/8 8mm or 10mm 4-1/2. 3 400 15 2-1/2 .318 . 10mm .5•5/8 4.1/8 . 600 27. 3 3/8 10mm 5-7/8 . 4 . . 600 29 3-1/2 3/8 10mm 7-3/8 5-1/4 . 600. . 34 4 3/8 . 10mm 7-3/8 .:. : . 400 . .35:., 5 1/2 12mm 9-1/8.6-1/4 .1250 65. 6 . 1/2 . . 12mm 10-1/8 1250. 73. 8 1/2 . 12mm 13-1/8 .8-3/4 1250 136, 517/2001 II%l.F CORONA.cA Surge Restrainer Size Range - One size fits 3/4 thru 2 inch pipe Material— Steel. Function - Designed to be used In conjunction with Tolco 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 band hanger This product Is intended to satisfy the requirement as indicated in the National Fire Protection Association (NFPA #13, 1999 Edition), 6-233,6-234, and A-6-2 33 Can beused to restrain either steel pipe or CPVC plastic pipe Approvals - Underwriters' Laboratories Usted jy when used with Tolco band hangers Fig 2,2 NFPA, and 200, In the USA (UI.) and Cartada.(cUL). . • . . •. • . • • •• . . .• Finish - Pre-Galvanized. • • • ••. . • ..................• • .•<. Note—Available in Electro-gaivanized and HOG finish. ... . Order By— Figure number and Tolco band hanger, size from 3/4 thru 2 Patent #5344,108 -:.•- .:. ........ .•..••. .•,,..•.. .. . Listinas/Anorovals ICC-ES (International Code Council) Evaluation Report No. 2895 (HDI Only) COLA (City of Los Angeles) Research Report No. 23709 (HDI Only) FM (Factory Mutual) Serial No. 22765 "Sprinkler Hanger Components—Expansion Shields? (HDI and HDI-L) UL (Underwriters Laboratory) "Pipe Hangers" (3/8-3/4" diameter) (HDI and HDI-L) HDI & HDI-L Drop-In Anchor 4.3.6 4.3.6.2 Material Specifications 4.3.6.1 Product Description The Hilti HDllHDl-L Drop-In anchor is an internally threaded, flush mounted expansion anchor for use in concrete. Product Features HDI Anchor, setting tool and Hilti drill bit form a matched tolerance system to provide reliable fastenings Below surface setting for easy patchwork Allows shallow embedment without sacrificing performance HDI-L Lip provides flush installation, consistent anchor depth, and easy rod alignment Lip allows accurate flush surface setting, independent of hole depth Ideal for repetitive fastenings with threaded rods of equal length Intelligent expansion section adapts to the base material and reduces number of hammer blows up to 50% Easy to read brand and size identification (red paint) Guide Specifications Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633, SC 1 Type Ill. Anchors shall be Hilti HDI/HDI-L anchors as supplied by Hilti. Installation Install shell or flush type anchors in holes drilled with Hilti carbide tipped drill bits. Install anchors as per manufacturers recommendations. Mechanical Anchoring Systems 4.3.6 HDI & HDI-L 4.3.6.1 Product Description 4.3.6.2 Material Specifications 4.3.6.3 Technical Data 4.3.6.4 Installation Instructions 4.3.6.5 Ordering Information L\:aIi1 I HDI/HDI-L, 1/4", 3/8', 1/2', and HDI 5/8' and 3/4" are manufactured from mild carbon steel which is plated with a zinc finish for corrosion protection in accordance with ASTM B 633, SC 1, Type Ill HDI Stainless Steel material meets the requirements of AlSI 303 4.3.6.3 Technical Data HDI/HDI-L Specification Table Anchor HDIIHDI-L HDI 1/4 3/8 1/2 5/8 3/4 Size in. Details (mm) (6.4) (9.5) (12.7) (15.9) (19.1) dbft Bit diameter' in. 3/8 1/2 5/8 27/32 1 hnom Std. depth of embed. in. 1 1-9/16 2 2-9/16 3-3/16 Anchor length (mm) (25) (40) (51) (65) (81) h1 Hole depth 4 Useable thread in. 7/16 5/8 11/16 7/8 1-3/8 length (mm) (11) (15) (17) (22) (34) Threads per inch 20 16 13 11 10 h mm. base material in. 3 3-1/8 4 5-1/8 6-3/8 thickness (mm) (76) (79) (102) 1 (130) 1 (162) T max. tightening ft-lb 4 11 22 37 80 torque (Nm) (5.4) (14.9) (29.8) (50.2) 1 (108.5) I rur nhlu maunea tuierance camiae tippeci onil ocs, see section 8.4.1. Combined Shear and Tension Loading ( .!L)tu'S~ (-Yt_)3 :9 1.0 (Ref. Section 4.1.2.7) rec rec Visit Hi/ti Online US www.us.hilti.com Canada www.ca.hilti.com Him, Inc.(US) 1-800-879-8000 1 Product Technical GuIde 2004 1 Him (Canada) Corporation 1-800-363-4458 I I - I 181 .......: ...:•,: •.•. :. ..:. . . •.... •.:. ... •..... .. ••. •. CORONA,- CA (909)7375599 •.. Fasteners - Hanger Rod - Concrete Inserts Fig. 70 Steel Rod Coupling.. Size Range: 1/4thrul-1/2Inch Fig.. 103 Hanger Rod. Threaded Both Ends Size Range: 3/8 thru 1-1/2 Inch rod Fig. 122 Wood Screw Flat-Head Fig. 125 Drive Screw Size. Range: #16x2 Inch Fig. 128 Lag Bolt Gimlet Point SizeRange: 1/4thru518. inch dia. riF , -i 'll, klo-, Flg 309, FIg. SOON. Mg. 310, Fig' 310W Concrete Insert Steel Spot Concrete Insert And Concrete. Insert Nut And Steel Spot Insert Nut Fig. 109 Fig. 1•09F Concrete Deck Insert Concrete Insert Size Range: Size Range: 3/8 thtu 7/8 inch-rod 3/8 thnJ 7/8 inch rod 5ffPOO1 OmcMauiricttflig F.cllhy. 1375 Sanipacn Ave • Covcna, CA 92879 • Ph: 909.737.5599 • Fax: 909.737.0330 C-b— Ssxvla. • 900.786.5265 Fig. 69R- Retrofit Capable Beam Clamp Retaining Strap Size Range - 3/8" and 1/2" rod; 4" thru 16 length." Material - Pre-Galvanized Steel 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. Features - Beveled locking slot* is precisely formed. to-align with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown In section "A-A" or inverted. Allows easy installation for new construction or retrofit applications. 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 the beveled locking slot of the Fig. 69R or a hex nut tightened against other types of retaining straps will provide a more secure. and 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 sndnn and nlacment infnrmgtinn rpltinntn A-A OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, rod or set screw size and length Note - Minimum return on Strap: 1". * Patent #5,947,424 Dimensions • Weights Red Size A Length Specify 1/2" Speclf' INCORPORATED . . .C9O..(9O9)735599. Fig. 65 andflga 66 Reveiible C-7yp Beam Clamps 3/4 and 1-1/4 Inch Throat Openings Size Range— (Fig. -85 and. Fig;, 66) 3/8,1/2, AND5/8 Inch rod .. Material—Carbon Steel with hardened.cup polntsetscrew.and.jam hut. Function — Reoómmehded.f0r hanging. from iaw beam .. thickness does -not exceed 3/4 inch (FIg. 65) or 1-1/4 (Fig. 66) Feetwea - All steel construction eljmlnates uctual dticiencies Associated with casting typebeam clamps May beiisedørrtcpor bottom flange of the beam Beve1ed-l1p aitow anging from top flange where clearance is limited) May. be Installed lftWetscrew In up or down position. Qffset.desinperrnits unlimited rod adjustment bj''. allowing the rod to be threaded completely through the clamp. Open .design permits lnspeätionof thread engagement . .• . . . Approvals— Underwriters' Laboratories Listed i the USA (UL).and Canada (*UL). 'Factory Mutual Englneering.Approve& Conforms to Federal Specification Society SP69,type 19and 23. Eeed. requirements of the NationaL Fire Protection Asociator#PA), .... Pamphlet #13. 3/8 Inch rod will support 1/2 thrU 4 Inch pIpe, 1/2 Inch rod. will, support 1/2 thru 8 inch pipe. :. Finish - Plain. . . Note—Available in Eiectro-Galvanized and HOG finish.. Order B—Flgure number, rod size, and.flnish. ... •. .•. Fig. 65 Patent #4,570,885 .. . . . . .. 1/2 1-1/2 3/4 1 9/16 1-1/4 1130 55 5/8 1-1/2 3/4 1 9/16 1-1/4 . 1130 55 Max. toads for clamp with set screw in up or down position. . . ... FIG. 66 TABLE ... . ROD B C 0 E F MAX REC. APPROX SIZE.A LOADLBS.', wriioo 3/8 1416 1-1/4 1 7/16 1 810 28 1/2 1-1/2 1-1/4 1 9/16 1-1/4 1130 55 5/8 1-1/2 1-1/4 1 9/16 1-1/4 1130 55 Max. loads for clamp with set screw In up or down position. 5IZOO1 . .................... .. -. INCORPORATED. CORONA CA (909)737-5599 . FlgN ts80 of California Universal Swivel SWay Brace Attachment Approved .. : .. Size Range—. One size fits bracing pipe 1.thru 2 inch, ToIstrut42..gaugechannel, and all structural steel up to 1/4 inch thick. . . Material— Carbon Steel. Function -Multi-functional attachment to sthctureorbraCedpIpe.fitting. Features. - This product's design incorporates a gpaggqWg attachment opening which is critical to the performance of. structural seisrnic.connectjons;:NFPA.1.3 (1999 Edition) Table-6-4.5.V indicates clearly that fastenertable•.load valuesare.• based only on concentric loading. Fits multiple sizes of bracing pipe, strut or•. structural steel. Mounts to any surface angle. Break off bolt.bea..ass urea. verification of proper installation.. .: ... . .... .. Application Note- Install per NFPA.#1.3 änd/orTo loo's State:of Cal lfornia OSHPD Approved Seismic Restraint Manual. . . .... ... . . Installation - Place bracing: component into-jaw-fully and tighten. bolt untlihead breaks off. . . . . ... ... Approvals - Underwriters' Laboratories Listed in USA (IJL), and •.Canada.(cUL).: Approved by State of California Office of Statewide Health, Planning and........... Development (OSHPD). Refer to Tolco's State of Califomia Approved Seismic Restraint Products Manual. .. . .. .. ... . . Note - The Fig. 980 Swivel Attachment and the Fig; 1000 "Fast Clamp' , Fig. . 2001, or Fig 4A Pipe Clamp, make up a sway brace system of (IJL) Listed s. attachments and bracing materials which satisfies the requirements of s . Underwriters' Laboratories and the National Fire Protection Aesoclatlon.(NFPA),... Finish— Plain. . Note—Available In Electro-Galvanized finish. . . . . ...... . Order By— Figure number & Finish. Important Note— The Fig. 980 is precision manufactured toperformits function as a critical component of a complete bracing assembly;. To performance, the U..L IJst1n9i.qulree that the FIg 980 must bó used only with other Tolco bracing products. NATIONAL AND INTERNATIONALPATENTAPPUCATION iN PROCESS.. 51712001 . -:•:5•: ________________________ • INCORPOR TED CORONA CA (909)737.5599 . ® 94M.% State of California,, "Fast'Ciamp.•.SWayEraCiAttachrnent:'.'. OSHPD Approved . . . •, ' .. . . Size Range Pipe size, to be braced: 1' thru 8 inch Schedule :., :' •. .. '' , ..•.. . 10 thru 40. Pipe size usedforbraclng: '1. and 1-1/4 inch .:., .... '::: . . ' : •. •.. ' Schedule 40 IPS. . •. . . •.•. .. . .... . . .:' Material— Carbon Steel. . .. .• : •. . •• .. Function -For bracing.pipe against sWays and. seismic . . '. . . . ........... disturbance. The pipe attachment componentof a sway.. •. .." ' :: , •'. . ' ..'.. •' ...' brace system: Fig. 1000.1s used in conjunction with aTbtco ''.'.. 900 Sertes Fitting and joined together withbracing.pipeper... ••' . :.. :" :' . , . '.. NFPA #13 or Tolco's:OSHPD.. Approved .Seismic,Manuaf,:. ..........:,'.: '., .. . s .. . .• .•:. ... . forming a complete sway brace assembly Features—Can be used to brace Schedules 10thru 40 IP& ' .. '. .. Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires:no threading of .. . ... ....... bracing pipe. Can be used as4-way riser.brace; Can be . . used as longitudinal brace with Fig 907 All steel ....construction eliminates structural' deficiencies associated '..:, ....... ...':' :. , with casting type sway'brace fittings, Comes assembled.... and individually packaged: with. illustrated installation ......, : . J Maximum Design 'Load 2015 Lbs. Instructions -sizes are clearly marked. Steel leaf spring ., ..... . 'insert provided to assure installer and Inspector necessary. . . . minimum torque. has been achieved. . ' 's ' ' s . .., .. , :.. •:': Application Note - Position 'Fast Clamp and tighten two '.' ".: .......'.. .... . ..-.' .' •. ', " • , ,,:. ::... hex nuts until leaf spring flattens. A minimum of 1 inch pipe: ' ' ' : •. .. . . .. ..". extenslon'beyond the Fig. 1000 is recommended. Length of bracing pipe per NFPA 13(1999'Edition)Tabie.6-: 1 . ' .' :'. •..' ': ".' . . . •. .' . 458 1 inch Schedule 40 bracing pipe maximum 71.Øl, 1-1/4 Inch Schedule 40'bracingpipe"maxirnum 9'-0". . ' .....5 ' ' " '. .: ':': :.: .1 . ••, . ' . Approvals—..Under.vriters' Laboratories Listed In USA (UL) . . . . •. . ".' ':,.. '. .' .; and Canada (cUL). Approved by State of California 'Office of Statewide Health, Planning and Development (OSHPD).....•'....' ...... ..' :.' , .... . . 5.. Finish -Plain. .' . . Note— AvailabiS' in Electra-Galvanized and 'HDG finish or Stainless Steel materials... ' . .. .. ' OiierBy— Order first by -pipe size to be b aced followed by . .• pipe size used for bracing, figure number, 'and finish. Important Note -The Fig. 1000 is precicion. manufactured '. -. . .. . to perform its function as a critical component of a complete .. ' . . . bracing assembly. 'TO ensureperforniance, LstInc reaulres that the FIa. 1000 must be used only with other Tolco bracina oroducts .. • . . . .. 51712001 . . .. .' . :' '• •. •.,, - FIga4A rnla 0.8HPD Approved Pipe Clamp For Sway Bracing Size. Range. —4'thru.8':Inch pipe. "For:pipesizes smaUerthan 4 InCh; '.'. use Tolco Fig. 4. .. . . . Material -Carbon Steel. Function - For bracing pipe against sway, and seismic .. . . '.: disturbance. . . . . . . Approvals —UnderHrers' Laboratories Listed In the USA (UL) ' and Canada (cUt.) 4 thru 8 Inch Approved by State of Califomia Office of :Statewide Health, Planning. and Development '(OSHPD). Installation Instruótlons - Install Fig. 4 A Pipe.Clamp'on'pipe to...: " ": •: be braced..'. Attach 1/2"'Clamp bolt '(Sway- '... Brace .Fitting.to be on outside-ears, of'ctamp). Tighten securely. (min. torque requirement-50 ft ibs) Sway Brace AssemblieseseL Intended to be mstalled in accordance with NFP&#13 and the Manufacturers Installation instructions Finish— Plain. •' ' •':' " . '.' Note.—,Availab}e'in Electro-Galvanized and'HDG finish 'or Stainless: Steel OrderSy.— Figure number,: pipe size and finish'. . .. Shown with two /' L' ' ' Shown with two Toloo Fig. 980's and Tolco Fig. 9OW9.,"d Schadule'40.8race ,c7 . Tol*W Channel bra < ce. Fig. 4- Transverse 'Brabe Fig. 4A - Longitudinal Brace "_ SIZES B . C D . BOLT. IVWU. r ni&ii DESIGN LOAD. 1. WTJIOO 4 8-1/2 ' 9/16 ' . 3-3/8 ' 3-11/16 ' 1/2 ' ' . 2015 221 5 9-3/4 9/16 . 3-7/8 448 . 14 2015 253 6 11-1/2 .5/8 .5 5-118 " ' . 1/2 2015' 513 8 13-1/4 '3/4 6-11/18 , 6-1/8 1/2 , . 2015 , 601 ' .."........ ': ;;.. Component of State of California OSHPD Approved Seismic Restraints System SHOWN WITH FIG, 980 BRACE FITTING TO PIPE BRACE ACROSS BEAM) SHOWN WITH FIG. 980 BRACE FITTING TO PIPE BRACE (ALONG BEAM) 13 Fig. 800 - Adjustable Sway Brace Attachment to Steel Size Range - 4" thru 18" beam width Material - Carbon Steel Function - Seismic brace attachment to steel. Features -This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Installation - The Fig. 800 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 800 on the steel beam, tighten the cone point set bolts on flange until bolt heads break off. Tighten hex head bolts into clamp body until lock washers are fully flat. Attach other TOLCO transitional attachment fittings, Fig. 909, 910 or 980. Transitional fitting 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. Finish — Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, type number and size number. Dimensions • Weights *M. Design Loads/Lbs. Fits Beam Along Across Size Range (In.) Beam Beam 1 4-6 1265 2015 2 6-8 1265 2015 3 8-10 1265 2015 4 10-12 1265 2015 5 12-14 1265 2015 6 14-16 1265 2015 7 16-18 1265 2015 Dimensions • Weights *Max. Design Loads/Lbs. Flange Thickness Along Across Type Max. (In.) Beam Beam 1 3/4 1265 2015 2 1¼ -- 1265 2015 TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NQI be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE.. CORONA. CA 92879 • PH: 951.137.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.186.5266 vjww.tolco.com VSR-F VANE TYPE WAI'ERFLOW ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Slgnal& Mfg, LTD. 2081 Craig Road • P.O. Box 28480 55 Glen Cameron ROad SLLouls, NO 83148.4161 Thornhill, Ontario, Canada UT 1P2 (314)87841321-(800) (905)882.1833 U.S. PAT.-NO. 3921989 CANADIAN PAT. NO. 1009680 OTHERS PATENTS PENDING. POTTER ELECTRIC. Rd.. 1990 GENERAL INFORMATION The Model VSR.F Is a vane type waterfiow switch for use on wet sp!inkler systems. It is UL listed and: FM Approved for use on steel ppe schedules 10 through 40, sizes 2" on 8". LPC approved sizes are 2' dini 8' (50mm thru 200mm). The unit may also be used as 's sectional waterfiow detector on large systems. The unit contains two single pale, double throw, snap action switches and an muslable. Instantly reqiding pneumatic reiard The switches are actuated when allow of 10 gallons per minute or more occurs downstream of the device, mellow candiffon must exist for a period of time necessary to overcome the selected retard petod. ENCLOSURE: The unit is enclosed In a general purpose, die. cast housing. The cover is held in place with two tamper resistant screws which require a speclal key for removal. A field WNW* cover tamper switch Is avaIlable as an option which maybe used to indicate unauthorized removal of the cover. See bulletin no. 5400715 for installation instructions of this switch. UL,ULCandCSFMUstsd,PMsndI.pCApprov.d,NYMEAAccgpt,d Service Pr.ssw'e: tIp to 450 PSI Minimum Flow Rats for Alarm: 10 GPM Maximum Stage: 18 FPS contact Ratings: Two sets of SPDT (Farm C) 15.0 Amps at125I250VAC 2.0Ampsat SOVDC Roslsth'e Conduit Entianc..: Tveknadtouts provided fcr 1/2" conduIt Enwho nm.idsi Spsdflcatlona: Sultaktie for indoororoutdooruse with factoty Installed gasket and die-cast housing. NEMA4/IP54 Rated Enclosure - use with appropriate conduit titling Temperature Range: .40'F11200F. 4.50C/49'C Ncn.corroslvesleevefoctorylnstalled In Saddle Caution: This device Is not Intended for applications In explosive environments Sizes Available: Pipe schedules 10 thru40J81zes 2" 11w 8- 03 1387 pIpe 50mm1htu200mm Service Us.: AutoniaticSprinlder NFPA-13 One ortwofamlly dwelling NFPA-13D Residential occupancy uptolburskflles NFPA-13R National Fire Alumi Code 14FPA-12 Optional: CoverTamperSwltdi lOt, Stock N6.0090018 INSTALLATION See Flg2 These devises may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed, on the top side'd the pipe where they will be accesslble. The celia should not be Installed within 6' of a fitting which changes the dIreCtion of the watwilow or within 24' of a valve or drain. Drain the system and drill a hole In the pipe using a.droular saw in a slow speed drill. The? (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 114' +1/8" -1116' (33mm. *2mm). All other sizes require a hole with 3 diameter of 2" *1/6' (50mm *2mm). Clean the inside pipe of all growth or other nateriat for a distance equal to the pipe diameter on either side Ole hole. Roll the vane so that it may be kiwted ml the hole, do not bend or crease It. Insert the vane so that the arrow on the saddle points In the direction of the waterilow. Install the saddle strap and tighten nuts alternately to an eventual SO ft-ft. of".us. (see Fig. 2). The vane must not rub the inside of the pipe or; bind In any way. Spedltical ions subject to change without notice. PRINTEDVIUSA MKT.$OOOO1.REVL E1 2 fFG.MO67S1-11l95 ...--- ---.. ..... 1 VSR-F VANE TYPE WAIERFLOW SWITCH WITH RE TARD FIG. I FIG. 2 sa1rcNTERMwALcoNTas cLNIPaa PE.ATE1RResI. N RflRQ AOJUSTMDTh 10 GlANCE TIME lURK KNOS (EffliER DIRECTION) FOR OIRED TIME DELAY. USE THE MINIMUM MlouNr OF RETARO NECEsARv TO PREVENT FALSE ALARMS. A r SElliNG IS USUALLY AOEOIJATE FOR THIS. FACTORY IS SET TO Ir. DO NOT LEAVE COVER OFF FOR EXTENDED PStCD OF TIME QlTEN NUTS AL1ERKAJUY. TO AN EVENTUAL 5oc-Las OF TORQUE CAUTION: M uninsulated section of a angle conductor should ot n be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervi sian of the connection in the event that the wire becomes dislodged from. under the terminal. TO INSTALL. DRILLA HOLE ASINOlCATED: PIPE 89EE HOLE SIZE 2to2112 I iw+iir.iiir (sonintoesinrn) (33n1n*2nvn) nor r*vr (SCan to Qmin) (50mm*2m1n) ON, 701-30 MOUNT ON PIPE SO ARROW ON SAOOLE POINTS IN OIPECTION OF WATERFiOW ROLL PNGOLE IN OPPOSitE DIRECTION OF WAIERFLOW AR'ROiL RETARD SETIW4GS ON SECS.) o o A 10-25 B 20-40 C: 355sjSO70 J 0 £ 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LacM. ow. 1RV0FORMER 0.400 B CSTng B) DD-CF-(SC iR Oct OR scimv rosom (90E SCI OPEN ON ALARM 7 CLOSE ON ON YáàE ON NAM AL4ft ALAN WL.. I ___ "A 1 Note: For supervis8d citiits see. SIONMJNG OEVI . -switch Terminal Connections' aromm LOP cm mm drawing and cautiofl n (Fig. 1)• 1 TO AWIL WICAL SffGi ?CroN .FROM ALARM ON ON CONTROL OR IMM OPEN ON LCLOSE ON 1 ALARM PARM TO CONTROL 0.- ALARM DM0. g7el-15 NOTES: The Modal VSRF has two switches, one can be used to operate a central station, proprietary or remote signaling unik 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 elecbical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the Model VSR-F and its associated protective monitoring system shoàld be in accordance with applicable NFPA Codes and Standards end/or the authority having jurisdiction (manufacturer recommends quartadyor more frequently). II provided, to inspeeWs lest valve that is -usually. boded at the and of the most remote bimth line1 should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, apphIStion of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required: to activate this device. IMPORTANT NOTICE: Please advise the person iespcnsls for testing of the lire protection system that this syStem must be tested in acoorclance with the testing instructions. -.- PRfl1TED IN USA fIlET. *800001 - REV L -...... MFG. 016490161'- 11116 Notes: - ___ ___ ___ _ _ _ Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laborato- ries asspecified in UL Standard 484. UL temperature range is -300 to 150°F (-340 to 66°C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an:actual installation. P10NTEO UI USA gy. - ssv N PAGE 1 OF 2 MPG 18400fl6- 11186 IlCHES(mm) Sze VOLTAGE MO08LNO $10011 NO. CURROff AT 10 Fl. (3m) AT 10 Ft (3m) ITPICAL . 99NJM49 8(150) 12VOC P80125 1706012 .12k 65 78 8(200) 12V00 P60128 1708012 .12k 90 76 10 PSG) P801210 1710012 .12A 92 76 6(150) P90246 1706024 .06A 87 78 - 8(200) PBW4S 1706024 .064 91 79 - 10(250) P802410 1710024 .064 94 79 d2fVAC 8(150) P94216 1806024 .17k 91 76 8(200) P54218 1808024 .17k 94 76 10(250) P942410 1810024 .17k 94 76 6(150) P641201 1606120 .054 92 82 8(20) P541208 1806120 .064 99 82 10(250) P5*12010 1810120 .05* __________ yc BELLS AC & PBD.DC Potter Electric Signal Company Potter Electric Signal &Mfg., LTD. 2081 Craig Road • P.O. Box 28480 55 Glen Cameron ROad St. Louis, MO 631464161 Thornhill, Ontario, Canada UT 1P2 (314) 8784321 • (800) 325.3936 (905) 8824833 UL LISTED, FM APPROVED Sizes Available: 6" (150mm), r (200mm) and 10" (250mm) Voltages Available: 24VAC I2OVAC I2VDC (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) AM to 150°F (-40° to 66°C) (Outdoor use requires weatherproof backbox) TerminatIon: 4 No. 18 AWG Stranded Wires Finish: Red powder coating 6" BELL SHOWN upuunw; MU60 Don-] wseineruar DPIIPUX: These vibrating type belts are designed for use as lire, burglar or general signaling devices. T h e y h a v e l o w p o w e r consumption and high decibel ratings. The unit mounts on a standard 4 (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdOor applications. Weatherproof backbox m o d e l ! 0 8 K - I , S t o c k N O . 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: BELLS AC & PBDIDC DIMENSIONS INCHES (mm) FIG. I BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1!? CONDUIT ENTRANCE 10.1 (250) (2 6" (150) (68) LE44 1/4 - (105) (127) OWIM p776-2 FIG. 3 WIRJNG (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) M (10 oui) .}, Ø•• ffiB COKWAL PRAX (I (ff :=ff ML € MOM= MIL aACccuo IL.CI5U1) Zama C OICCSL CON C mum UM I( NC WY &EI5 IS Sam A.C. BELLS MIlE 5) MIII (OUT) 0 COMMRM eNC. 05 PUC ML a.I (10 C M051 EZCMC,.. MrMtVMM IS FAMXM 110511 NC OUT I&05 IS OHM NOTES: NOTES OBSERVE POLAMTT 10 MNG O.C. luJ.S. 1. MIVI LSING A.C. BELLS. 1EII1A1E EACH DflRA WIFE SEPARAIELY RED WtM POSITIVE (+) AFTER LAST BELL. 3 JOC WIRES NEGATIVE (-) 2. END-OF-UNE RES010R S NOT REQUIRED ON AC. BELLS.. DWG #776-3 INSTALLATION The bell should be mounted a minimum of 8 ft (2.4m) from the floor ores close to the ceiling as possible. Remove the gong. Conned 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 housing1 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 havingjurisdiction). . . PRIN1O M USA M". 88850M - REV N .. PAWX- ................- 0r2 MFG.W40077$-llI95 -. its KUU1JT U5cIFlWN 'SpecSeal®LCI' Sealant is a versatile and ècàomlcaI: intumescent:product intended for firestopping a wide array. of applications ins. i[commercial or, grouped residential construction and other structures with slmilar;applications.. SpeSeal® LCI Sealant is available in a single grade that has excellent caulking p!opetties as well as high build properties, on vertical or overhead surfaes. This single grade may be caulked (standard cartridge or bulk loaded), knifed or:t,oweled. In addition, SpSdSeai® LCI does not contain PCB's or asbestos. SpecSeal® LCI Sealsttis storage stable (when:stored according to the manufacturer's recommendations), is asbestos free and will not separate or:shrink when dried. SpecSeaf® .LCI Sealant will adhere .to all common construction and penetrant materials and contains no solvents that might adversely effect plastic pipes or cable jackets. : S 2. APPLICATIONS I See Table A for a summary application list. SpecSeal®LCI, Sealant has a broad application base-designed to Seat a Wide variety common penetrations in light commercial and grouped 'resintiai construction. Penetrant types Include insulated and non-insulated metalliC, pipes and tubes, non-metallic 'pipes and tubes, and common electrical service and power distribution, telephone, data, and TV cabling. This pro41uct is also used. In conjunction with other Specseal® Products such SpecSeai® Firestop Collars and Wrap Strips to protect larger plastic pipes. I.-PHYSICAL FA See Table B. . . . .4.. PERFORMANCE . ': SpecSeai® LCI Sealant Is the basis for systims that meet. ftj exacting criteria of ASTM E814.(UL1479)'ás well as. to the drne-teiperature requirerents'ofASTM E119 '(UL263)..LCi provides up ba 2-hour fire ratlnfor typical service penetrations through concrete or wood floors, concrete or masonry walls, as well, as gypsum board walls LCI meets' 'Class A finish requirements for Flame Spread. and S'noke' Development when tested in accordance with ASTM EM (UL723). LCI Sealani is also acoustically tested, demonstrating excellent sound attenution properties. 5. SPECIFICATIONS The firestopping sealant shall be a water-resistant Intumescent latex sealant The sealant when exposed to high heat or flame shall exhibit a freell, expansion of up to 8 times its original volume. The firestoppingfsealant shall contain no water soluble nor hygroscopic Ingredients and shall be'acoisticaliy tested. The sealant shall be UL Classified andtested to the requirements of ASTM E814 (UL1479) and shall meet Class A finish requirements when tested in,accordance with ASTM E$ (UL723). SPECIFIED DIVISIONS' DIV. 7 , 07840 Through-Penetration Arestopping DIV. 13 13900 Special Constructln Fire Suppressiofl & Supervisory Systems DIV. 15 15250 Mechanical Insulation - Fire Protection DIV. 16, 16050 Basic Electrical Materials & Methods For do latest Product and. System lnforrnatkn,Call S71'8 FACTS.ONiDEMA 0 automated InformatiOn attendant $11 Ptoduct Dam Sheet • liaise LCI letumuaselit 555flt ruuw .ww- roMLJa.AssEte ayul QP naoRlaaceaRua 31.7$ LAOTHO5ORY OJFaUOCAVnY. MLSRI1)eOUetlEiRA3 ii OP5LLO'CTDRrOF a UcERTRG*M3NItLAa ssmN1EmRv I FEATURES. I •IconomIcaI High performance without the high pricel Hlglulylnturn..C.i.t Expands upto lOX. .• xaaIIeet $molil 8sal. 5sft for contact with plastics. Witsr Rsalsteet Will not re-emulsify when dry. Watuissid for easy Installation, cleanup, and: disposal. Acousticafly Tasted, Reduces noise transmission Sofa... Low VOC's, No Solvents, Non-Halogenated Pale Ned Color for easy identification Page 1 01 4 LA Section A-A System NO. W.IA222 October 04. 2000. F Ratings — lend 2Hr (See lteml) I Ratings - 1/4,3/4 and 1 Hr (See item 2) 1. Wilt Ausmbly—The I or2 hrfWe-rated gypsum bmWstud Yallasaembiy shall be constructed dithe mateilaiS and in the.. manner specified in the IndMdu WOO or 0400 Series Wail or Partition Design In the UL Fire Resist a n c e D I m c t o r ' a n d s h a l l i n c l u d e the Uow(ng consuction features:. Stude.—Waff framing may consist of aftherwood studs orsteel c h a n n e l s t u d s . W o o d s t u d s t o c o n s i s t o f n o m 2 b y l n . I u m b e r spaced 18 In. OC Staetstuds tobe Mn 3-8 in. wide and spaced m a x 24 In. CC. . :. Gypsum Boaiid'—mlckness, type, number of layers end fasteners a s s p e c i f i e d In the indMdtI Wall and Partition Design. . MaxdlamofopenindlslO-5/81m . . Ths bowfy FRng dths IkadOpsiutsm lelqualto the howly lire raft of the wall assembly In which 1111119 InItilted., a Thmugh.flswt—One metallic pipe, äondultortube to be installed ec c e n t r i c l l y o r c o n c e n t r l c a l l y w l t h l n the V,estop systent The annular space between the pe,. conduit ortube and the periphery of the opening sha l l b e M n 0 l i t (point contact) tO max 21n. Pipe, conduit or tube to be rigidly supported on both sides of the wall assemb1 The following types and slzeé of metallic pipes, conduits and tubes maybe: . . A 811 Pip,— Nom e in. diem (or smaller) Schedule 5 (orheavIer:steeI pipe. B. lronPIp.—Nom 8 In. diem (or smaller) castor ductile lion pipe C. Condrit— Nom 8 In. diem (orsmdO rigid steel conduit nom 4 in. diem (or smaller) steel electrical matallictubing (EMT) or n0m4 in. diem (Or smaller) flerdble steel conduIt. .• 0. Copper Pip — Nom 4 In. diem (or smaller) Regular (orhea.der) copper pipe. E Copperilihe— Nom 4 in. diem (orsmallei) 1jpe L (or heavier) copper tube. Type ofP.n.trant MáxDlam T.Natlng Steel or Iron pipe, steel conduit orEMl 21n. 1 hr, Sta&orIrofl pipe, steel conduitorEMT •. 8 in. 3/4 hr Copper pipe ortube 4 in. . . 1/4 hr LI Pl [.Uu odUstRW1it11a Mstei Pipfag$ an alternate to Item 2, one nom 14/4 In. diem (orsrnaller) steel flerdbie metal pipe to be installed ether cohderllrlcally or eccentrically within the fhestop system. The aflnul& space betOen the. pipe and the periphery of the opening shaft be Mn 0 In. (point contact) to max2 in. Pipe to be rigidly supported on bath sides of the well assembIs OMEGANC. TrrER.EXCOW . ABUNDV'CO • WAR--.:m . a FMVbW orCmftMMW—$$dM—Mln5Min.thMamnaftlUnibriWoMedwfthlnannuhAflwhWM both-surbm.- of well assembly. At point contact location,.. bud O1fIIImaterial applied at metallic pipe/gypsum board Interface 'Bearing the UL ClessMoon Mg UC—SpeCSC& Sealant). • Reproduced courtesy of Underwriters Laboratcrfas. Inc. eatedCf Rhed: 09/01/01 • speclfledlethndogies,lnc..Scmervllle,NJ (800)992-1150 FOD-3449 SectIon AiA. System No. C-AJ-1353 November30, 2001 F Rating —3Hr T Rating —0Hr 1.. Flooror Assembly— min 2-1/2 In. thick rilnbwd lightweight or normal weight (100.450 pot) concr e t e floor. Floor may also be constructed of any min 6iri. thick hallow-core Precast Concrete Units? Walt may also be constructed of any UL.. Classified. Concrete itloclafMax dlSrn of opening Is 10 In. Max diem of opening In floors constructSd of hollow-core Is In. See Concrete 8toclts(GZT) or PreCut Concrete Units (CFTV) categories In the Fire Resistance Directory for. names of manufacturers.. 2. A" .111110101A —(Optlonai)—Nom1QIn. diem (or smeller) Schedule 10 (or heavier) steel pipe cast or groutEd Into floor or Wail assembly. Steel sleeve may be Installed flush ormayproject a max 2 In. beyond the floor or wall surfaces.. 3. Through. Psnstrsnt -One metallic pipe, conduit or tube to be Installed eccentrically or concentrically within the firestop. system. The annuiar space between the pipe, conduit or tube and the periphery of the opening Shall be mlnO in (point contact) to max 2 in. Pipe, conduit or tubato be rigidly supported on both sides of the floor orwell assernbM The following types and slzSs of metallic pipes, conduits and tubes may be used: . St.si Pip.— Nom 12 In. dam (or smaller) Schedule S Or heavier) steel pipe. Iron Pipe— Nom 12 in. diam (orsmaller). Cast or ductile from pipe. Conduit— Nom 6 in. diem (or-smaller) rigid Steel conduit, nom 4 In. diem (orsmafter) steel electrical metaiilc tubing. (EM?) or nom 4 In.. diem (or smelter) flexible steel conduit Copp.rPIps— Nom 4 In. dam (or smaller) Regular or heavier) copper pipe. E.- Nom 4 in. diem (or smaller). Regular L (or heavier) copper tube. . 3A. ThrouhP net. a uct'!—FlEdblaMeteJ Piping—As an alternate to Item 3 one nom 2 in diem (or smaller) fledble. steel pipe to be Installed either concentrically oreOcentiicaily within the firestop system. The annular spacebetween the pipe, conduit or tube and the peripheryof the opening shall be mm o in. (point contact) to max 2 In. Pipe to be rigidly supported on both sides of the floor orwaflassembly. . nigs Flex Inc TftftX Corp ... . WVkrdWgkw 4. F' System - The firestop system shalt consist of the following: . PaCkhegMsterlal—Min 4pcf mineral wool . batt insulation compressed-and tightly packed to mm 2-1/4lri. thickness. Packing material recessed fromtop surface of floor or bath surfaces of well as required to accommodSte fill material (item 4B). In floors constructed of hollow-core precast concrete units, packIng material to be recessed from both t o p a n d bottom surfaces of floor, as required to accommodate fill material (item 4B). When steel sleeve pr*ctS 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 well surface. Fill, Void orCr.lty MstsrIaP— Ward — Mm 1/4 in. thickness of fill material applied within annuiue, flUshwith top surface of floor assembly or top edge Of steel sleeve. In wells, n* 114 In. thickness of flu material applied 40 with both Surfaces of wail assembly or both ends of steel sleeve. In floors constructed of ho l l o w - c o r e p r e c e a t c o n c r e t e u n i t s , f l i t m a t e r i a l I n s t a l l e d synimethcauy on both side of flOos At poInt cant ctlOcaban, apply m i n 114 in. diem bead of fill material at pipe/concrete interface • or piMC 1801cau interface top offloor or of well orpiecastconciete units. 8ear1ng theon M . . . . . Repmduced courtesy of Underwriters Laboratories, Inc. C,vetedarRIsed: 12/03/01 Specified Tethno)ogles, Inc., Scm file, NJ (800)992-1180 . FD-3410